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20130139 Permit Pkg 04242013 o � City of Yelm Permit tvo.: 20130139 � Community Development Department Issu�ork must bec/omp2eed within 180 days) 0. Building Division Phone: (360)458-8407 w^s"""�`°" Fax: (360)458-3144 Applicant: Name: DOLLAR TREE Phone: 206-795-2629 Address: 4000 DELRIDGE WAY SW SEATTLE WA 98106 Property Information: site Address: 906 YELM AVE E B Owner: YELM PLAZA LLC Assessor Parcel No.: 227330110204 Subdivision: N/A Lot: N/A Contractor Information: Name: DOLLAR TREE Phone: Address: KEVIN WEARE 4000 DELRIDGE WAY SW SEATTLE WA 98106 Contractor License No.: Expires: 0/00/0000 Project Information: Project: COMMERCIAL REMODEL Description of Work: DOLLAR TREE TI Sq. Ft. per floor: Heat Type(Electric,Gas, Other): COMBO-SEE NOTES First 11490 Second Third Garage Basement Fees: Fees Item Contractor $2,��s.�s BUILDING DOLLAR TREE PLUMBING NW PLUMBING CONNECTION $ 69.00 TOTAL FEES: $ 2,785.18 ApplicanYs Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct.I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zoning and land subdivision,and in addition,all cove y nts, Final Inspection: easements and restrictions of record. If applying as a contractor,I further certify that I am currentl registered in the State of Washington. Date: Sign Date n /'� By: Firm t�V,� K W ''"V�'�"� lJ6�Gf'(�Gr�� �L Cit� af Y�lm (3� ) ��e-84oz f�EC#; U(112%427 5%1UJ�013 3,46 PM OpE.R; CO TFRM; 001 REF#; 1511�7 I�RAN; 33,C)UQG BUILDING PERf�ITS 2�013013� ��•�dC� DC�I_LAR TREE 906 YELM AUE E B UNA}��LIED 69.f�l�CR 1ENUFRED� 69.UC► CNFCK APPl�1EQ: fi9.Ol�- �..___._____...r_._ GHANGE: �•a� CITY OF YELM COMMERCIAL BUILDING PERMIT APPLICATION FORM Project Address: Parcel#: Zoning; Current Use: Proposed Use: New Construction �'Re-Model/Re-Roof/Tenant Improvement �Plumbing r Mechanicai � Fire PrevenUSuppress/Alarm ❑ Other Project Description/Scope of Work:��7f�6Nt S�..Z �-{��C,O Project Value: 4���d �� — Building Area(sq. ft) Parking Garage 1S`Floor 2"d Floor 3`d Floor Building Height Are there any environmentally sensitive areas located on the parcel? If yes, a completed environmental checklist must accompany permit application. BUILDING OWNER/TENANT NAME: �0 LLA�(C_ � ADDRESS EMAIL CITY STATE ZIP TELEPHONE ARCHITECT/ENGINEER LICENSE# ADDRESS EMAIL CITY STATE ZIP TELEPHONE GENERAL CONTRACTOR -I"l..� NST TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE# EXP DATE_CITY LICENSE# ;�r�c. PLUMBINC7 CONTRACTOR Id1. (.0►'1 � TELEPHONE ADDRESS �PO L3o'(� °I�CQ 1 EMAIL6F'I'i�C,N,I,u +�lH�,�cG-(ID�}atS(.�iir.7_C:dv1 CITY1`Pf�►�1A� STATE�ZIP°I�'�`i�CO FAX Z.��-53�-`�S l7 CONTRACTOR'S LICENSE# �K�7+Pcq�3L� EXP DAT 1 ITY LICENSE# MECHANICAL CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE# EXP DATE_CITY LICENSE# Copy of City Mitigation documentation(TFC). I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above described property will be in accordance with the laws,rules and regulations of the State of Washington and the City of Yelm. S �o I Applicant's Signature Date Owner/Contractor/Owner's Agent/Contractor's Agent/Tenant (Please circle one.) All permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days 105 Yelm Auenue West (360)458-3835 PO Box 479 (360)458-3144 FAX Yelm,WA 98597 www.ci.yelm.wa.us D C B A Fire Alarm Symbol Legend SYMBOL DESCRIPTION PART NUMBER 'MODEL Distance Ld�lc Horn/Strobe, Ceiling mount, Standard CD, Red PC2R Qt L, Description Q� Strobe, Standard DB, Ceiling Mount, Red SCR Total Alarm EOLLIKa EOL 4.7K EOL N'.001 PC2R aas Power Supply 5496 1 5496 Main Board Circuit Calculations Panel: SK 5496 Card: 00 Circuit:SIG 1 - -- - - ClrcurtName SIG 1 Circuit Type: Notification124V DC Terminal Vdtago: 20.2V:DC Amperage: 3.0000A Cable. Power, Limited, Multiple Conductor 814 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167 °F Max. operaung voltage drop: 10% Job number: 1 Job name: Drawingl Battery Calculaboins for Panel: SK 5496 Device Part No' Part No:5498 - Intelligent Pawer Module - 4 circuit Job number: 1 Job name'. Drawin 1 Distance Current Voltage Part No. Qt L, Description Standby Total Standby Alarm Total Alarm 20.2 Panel Equipment N'.001 PC2R Horn /Strobe, Ceiling mount, Standard CD, Red, 75CD _ 5496 Main Board 1 5496 Main Board 40.0000RIA (0.9297V) 40.000OmA 160.000i 160 ODOmA ti 4T-0 - Total Panel Stby 40.0000mA Total Panel Alarm 160.000OmA Horn/Strobe, Ceiling mount, Standaird CD, Rae, 75CD Calculations based on Running Total Length. Peripheral Devices 176.00OOMA 18.7908V 9 (0.2156V) - PC2R 8 HbmlStrobe, Ceiling mount, Standard CD, Red (Notification) 0 WOOmA 176.0000 _ . 0.000OmA 176.0000mA 1408.0000mA PC2R 2 Hom/Strobe, Ceiling mount. Standard CD, Red ( NotiBcation) 0.0000mA 45'-0 O.000OMA 212.0001 I 424.00DOmA PC2R 1 Hom/Strobe, Ceiling mount, Standard CD, Red ( Notificaton) 0 OOOOmA C75CD 0.000OmAI 10T0000mA 107.000OmA SCR to 0539V) Strobe, Standard DB, Ceiling Mount, Red (Notirwedon) 6 OOOOmA O.000OmA 94.000OmA 22 Ott Part No Appliance Dlese Distance Total Peripheral Stby Total Current: 1056.000OmA Total Voltage Drop : 1.7292V O.000OmA Total Periph Alarm 2221.0000mA TotalStandbyAmps Panel 40.0000mA Total Alarm Amps - 2381 0000m Compensation Factors - Standby: 1.2 Alarm. 1.2 Standby time: 24 Hrs 0.96Ah Alarm bme. 5 Min 0.198Ah Battery requirement: 1.158Ah Requirement with compensation: 1 39A Circuit Calculations Panel: SK 5496 Card: 00 Circuit:SIG 1 - -- - - ClrcurtName SIG 1 Circuit Type: Notification124V DC Terminal Vdtago: 20.2V:DC Amperage: 3.0000A Cable. Power, Limited, Multiple Conductor 814 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167 °F Max. operaung voltage drop: 10% Job number: 1 Job name: Drawingl - Device Part No' Appliance Desc Distance Current Voltage Voltage Drop 5490 Panel 20.2 ,O, N'.001 PC2R Horn /Strobe, Ceiling mount, Standard CD, Red, 75CD _ 139.0 176.0000mA 19.2703 (0.9297V) N'.002 PC2R Horn /Strobe, Ceiling mount, Standarrd CA, Red, 75CD ti 4T-0 176.000Om 19.0064 (0.2639V) IN 003 PC2R Horn/Strobe, Ceiling mount, Standaird CD, Rae, 75CD Calculations based on Running Total Length. 4V.O 176.00OOMA 18.7908V 9 (0.2156V) N,004 PC2R Hom/ Strobe, Ceiling mount, Standard CD, Red, 75CD 49-0 176.0000 _ . 18.6257 (0.1651 V) N: PC2R Hom/Sbobe, Ceding mount, Stand rd CD, Red. 75CD 45'-0 176.0000 18.5247 (0.1011V) N:OD6 PUR Horn /Strobe, Ceiling mount, Standard CD, Red, 75CD C75CD 464 176.0000m 18 4708V cr5c0 to 0539V) 375 105600DOm Part No Appliance Dlese Distance (Total VDrop Percente.56 %) Total Current: 1056.000OmA Total Voltage Drop : 1.7292V 8 7 6 5 4 I D I LJ DRAWN BY: ROBERT VAUGHN s i L & I #VAUGHR'981Q4 ,� FIRE ALARM TI A SEATTLE FIRE DEPT. #SCPV -04243 NICET III #115522 FIRE PROTECTION INC. CITY OF REDMOND- DESIGNER OF RECORD 1730 Gibson Road DOLLAR TREE #10 -B -113 Everett, WA. 98204 906 ALGIERS ROAD PROPERTY OF AND ALL RIGHTS RESERVED 425 - 290 -9800 YELM, WA. FIRE PROTECTION INC DATE: 5/6/2013 FIREPI'021 ML SIZE FSCra NO MG no REV FA 1.0 , SCALE 1/8" = 1' 0" SNEET 3 2 1 Circuit Calculations Panel: SK 5496 Card: 00 Circuit:SIG 2 c socD csoco ceaco CircuBName: SIG ,O• ,O, Circuit Type: Notificadon/24V DC Terminal Volte(9e: 20.2V:DC Amperage: 3.000DA P 8 Cable: Power, Limited, Multiple Conductor 914 ti ti' Calculations based on Running Total Length. 9 90 Design Criteria. Ambient temperature: 167'F Max.opembngvotagedmp:10% SK 8 EXISTING FACP .lob number: 1 Job name: Drawingl C75CD Cisco cr5c0 Device Part No Appliance Dlese Distance Current Voltage Voltage Drop AD• 5496 Panel 20.2 N.001 PC2R Horn /Strobe, Ceiling mount, Standard CD, Red, 30CD 121'-0 107.0000mA 19.3006 _ (68994y).. RPS LOCATED IN EXISTING y FIRE ALARM ROOM .002 SCR Strobe, Standard DB, Ceiling Mount, Red, 3000 12-0 94.00DOmA 182196 _ (0 Oo eT' SCR Strobe, Standard DB, Ceiling Mount, Red, 30CD 10-0 84.00DOmA 19.15811/7 (0.061W SCR Strobe, Standard DB. Ceiling Mount, Red, 30CD 14-0 94.00DOmA 19,0804V (0.0777V) N:005 PC2R Horn /Strobe, Ceilin mount, Siandad CD, Red, 1 10C 31'-0 212.0000mA 18,927 (0.1535V) N:006 PC2R Horn /Strobe. Ceilin mount Standard CD, Red, 75CD 20-0 176,D000mA 18.855 (0.07N) M007 PC2R Hom /Strobe, Ceiling mount, Standard CD, Rod, 110CD 51' 212A000mA 18.728 _ _ (0126M N.91 PC2R Horn /Strobe, Ceiling mount, Standard CD, Red, 75CD 36-0 176.000OmA 18 6883 (0A404V) 295 -01165.ODOOmA Total Current. 1165.0000mA (Total VDrop Parcent7 48 %) Total Voltage Drop: 1.5117V 8 7 6 5 4 I D I LJ DRAWN BY: ROBERT VAUGHN s i L & I #VAUGHR'981Q4 ,� FIRE ALARM TI A SEATTLE FIRE DEPT. #SCPV -04243 NICET III #115522 FIRE PROTECTION INC. CITY OF REDMOND- DESIGNER OF RECORD 1730 Gibson Road DOLLAR TREE #10 -B -113 Everett, WA. 98204 906 ALGIERS ROAD PROPERTY OF AND ALL RIGHTS RESERVED 425 - 290 -9800 YELM, WA. FIRE PROTECTION INC DATE: 5/6/2013 FIREPI'021 ML SIZE FSCra NO MG no REV FA 1.0 , SCALE 1/8" = 1' 0" SNEET 3 2 1 7 6 5 � 4 3 E 1 I a I I 0 I s I_E 118•. = 1' 0' 2 SHEET 1 =— '- "'- i_-- - - - --- TO RP6 SIG7 16 FPLR TO RPS SIG2 016 FPILR *16 FPLR WAY SIG oav A. CSOCD D D k ICOLER SIG: OW Ga 002 .O. cMCI) - 0m D iTOILET TOILET SALES AREA SALES AREA FREEZER :j EM LOYEE EA crD— crSCD crsD p c>5corooi COOL_R $IG: OG FREEZER FREEZER I C nOCD STOCKROOM 16FPLR CORRIDORQ ctscD . C (� _ .Q C15CD , A, CrSCD EOL 4.7K0 _ . i 1 OFFICE «_ SIG 2- 007 O STOCKROOM - VACANT SPACE, VACANT _ SPACE. _.. _WT IN'CORTRACT- C7 I I 16 FPLR ��V,����I SIG 2.n 00e __. .... .. _ _... :, .. GL 4 7K 0 _T A DRAWN BY: ROBERT VAUGHN A Imo Aw L & I #VAUGHR'96104 ,ter FIRE ALARM TI SEATTLE FIRE DEPT. #SCPV -04243 PROJECT NICET III #115522 FIRE PROTECTION INC. NORTH CITY OF REDMOND- DESIGNER OF RECORD 1730 Gibson Road DOLLAR TREE #10 -B -113 Everett, WA. 98204 906 ALGIERS ROAD PROPERTY OF AND ALL RIGHTS RESERVED 425 - 290 -9600 YELM, WA. FIRE PROTECTION INC DATE: 5/6/2013 FIREPI'021ML SIZE FSCM NO ONG NO. FA 2.0 HEV 1 I a I I 0 I s I_E 118•. = 1' 0' 2 SHEET 1 0 NISQUALLY PLAZA YELM, WASHINGTON Deal # 7287 w ABBREVIATIONS SYMEOLS KEY PLAN INDEX OF DRAWINGS CS1 NOTES, LEGEND AND KEY PLAN ACT ACOUSTICAL CEILING TILE MAX MAXIMU D1 DEMOLITION PLAN ADA AMERICAN DISABILITIES ACT MFG, MANUF MANUFAPTURE, MANUFACTURER DOLLAR TREE AFF ABOVE FINISHED FLOOR MIN MINIMU�, MINUTE X Al FLOOR PLAN AND WALL CONSTRUCTION TYPES ARCH ARCHITECT, ARCHITECTURAL MTD MOUNT D ELEVATION MARKER ELEVATION DATUM A1.1 ENLARGED PLANS, SECTIONS, DETAILS, APPROX APPROXIMATE AND ELEVATIONS MTL METAL NIC NOT IN CONTRACT __ BD BOARD OC ON CENTER � - �� �� , ���� At2 ENLARGED PLANS, SECTIONS, DETAILS, BLDG BUILDING -�� BREAK LINE i �;\ AND ELEVATIONS CLG CEILING OPP OPPOSITE 9AX - PEJ PREFORMED EXPANSION JOINT ENLARGED DETAIL INDICATOR # A2 REFLECTED CEILING PLAN AND DETAILS CLR CLEAR CMU CONCRETE MASONRY UNIT PLAM PLASTIC LAMINATE A3 ELEVATIONS A3.1 ELEVATIONS PLYWD PLYWO D �� ANC �� A4 DETAILS, ELEVATIONS, AND SCHEDULES COL COLUMN pR PAIR EXISTING DOOR DF DRINKING FOUNTAIN PSI NO PER SQUARE INCH \� !t� 4�in�in a A5 FIXTURE /ESRESSPLAN, SECTIONS, DTL DETAIL PTD PAINTE /\ iir uim Y AND DETAIL DWG DRAWING �\ / <� " SA1.1 FIXTURE PLAN EA EACH RELO RELOCATE / X \ ` " REQD REQUIRED 1 ----�� WALL SECTION MARKER t�VB SA2.1 FIXTURE DETAILS EIFS EXTERIOR INSULATION FINISH SYSTEM AX SA2.2 FREEZER /COOLER ANCHORAGE ELEV ELEVATION SC SOLID CARE NEW DOOR ED EQUAL SF SQUAREFEET flunuuuMti S1.1 STANDARD NOTES AND DETAILS SHT SHEET r S1.2 STANDARD NOTES AND DETAILS EXIST EXISTING SIM SIMILA �� " S1.3 STANDARD NOTES AND DETAILS EXTINGUISHER TI S2.1 FOUNDATION PLAN EXTING STRUCT STRUC URAL x x INTERIOR ELEVATION MARKER GYPSUM WALL BOARD �u ull_ ui u LL i i _ �u ll ui ul li 52.2 ROOF FRAMING PLAN FE FIRE EXTINGUISHER T THICK, HICKNESS FR FIRE RATING TG TEMPE ED GLASS S3.1 FRAMING DETAILS FRP FIBERGLAS REINFORCED PANEL '" S3.2 FRAMING DETAILS THRESH THRESHOLD `� -s-�, � �- -� FIN FINISH, FINISHED - -` S3.3 FRAMING DETAILS FT FOOT, FEET TYP TYPICAL WOOD TRIM MP1 HVAC PLAN UL UNDERWRITERS LABORATORIES O DEMOLITION NOTE FTG FOOTING ON UNLES OTHERWISE NOTED MP2 PLUMBING PLAN AND HVAC NOTES I MP3 MECHANICAL SPECIFICATIONS FV FIELD VERIFY VCT VINYL COMPOSITION TILE KEY PLAN E1 ELECTRICAL POWER PLAN GA GAGE VTR VENT THROUGH ROOF WIDTH NEW WALL CONSTRUCTION y� E2 ELECTRICAL LIGHTING PLAN GWB GYPSUM WALL BOARD W WIDE, WALL CONSTRUCTION TYPE � SCALE: NONE uU E3 ELECTRICAL SCHEDULES AND RISER DIAGRAM H HIGH HDW HARDWARE WD WOOD I NORTH E4 ELECTRICAL SPECIFICATIONS W/ WITH I HM HOLLOW METAL WWF WELDEIp WIRE FABRIC HGT HEIGHT QMI GENERAL SITE ACCESSIBILITY NOTES FOR REFERENCE ONLY HOL HOLLOW & AND REVISION MARKER HORIZ HORIZONTALLY @ ANGLE @ AT ! 1. IN ACCOi:�DANCE WITH CHAPTER 11, ACCESSIBILITY- SECTIONS 1104 AND 1106 OF THE INTERNATIONAL DS DETAILS AND SPECIFICATIONS HR HOUR o E ERR LINE D CONCRETE BUILDING CODE, 2009 EDITION, THE EXTERIOR ROUTES OF TRAVEL AND ACCESSIBLE P EM -1 ENERGY MANAGEMENT PLAN HVAC HEATING, VENTILATION AND AIR CONDITIONING DEGREES REES O XXX DOOR NUMBER EXISTING PRIOR TO THE OCCUPANCY OF THE NEW TENANT. NO CHANGE OF OCCUPANCY OR EXTERIOR EM -2 ENERGY MANAGEMENT PLAN JT JOINT G, DIA DIAMETER L LENGTH, LONG g DIAMETER E E SITE M0171FICATION SHALL OCCUR WITHOUT PRIOR PERMITTING AND COMPLIANCE TO ABOVE EM -3 ENERGY MANAGEMENT PLAN LAM LAMINATE t PLUS O MINUS MENTIONED CODE. REQUIRED SITE DEVELOPMENT OR COMPLIANCE TO ABOVE MENTIONED CODE SHALL LUXURY VINYL TILE BE SOLE RESPONSIBILITY OF LANDLORD AND /OR OWNER OF EXISTING BUILDING AND SITE. EM -4 ENERGY MANAGEMENT PLAN _VT AM PROJECT DIRECTORY BUILDING COM SUMMARY GENERAL NOTES NEW WORK NOTES ENVIRONMENTAL HEALTH NOTES ARCHITECT TENANT APPLICABLE BUILDING CODE: INTERNATIONAL BUILDING CODE 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND 1. PROVIDE TENANT IDENTIFICATION SIGN AT REAR DOOR PER LANDLORD'S 13. CONTRACTOR SHALL NOTIFY CONSTRUCTION PM OF ANY NECESSARY RRMM ARCHITECTS, PC DOLLAR TREE STORES 2009, EDITION NATIONAL CODES AND REGULATIONS. CONSTRUCTION SHALL ALSO CRITERIA. REPAIRS TO ROOF PRIOR TO PERFORMING ANY OR ALL WORK. 1. THIS FACILITY CARRIES ONLY 100 % PRE - PACKAGED FOOD TO 'S CRITERIA UNLESS PRECLUDED BY CODE). 2. (5) 2A -10BC RATED FIRE EXTINGUISHERS TO BE TENANT SUPPLIED. SIMILAR 14. CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY AND ALL PREVIOUS INCLUDE THE FREEZER /COOLER PRODUCT. COMPLY WITH LANDLORD 1317 EXECUTIVE BLVD, SUITE 200 12992 SE WHERE ELSE LANE APPLICABLE PLUMBING CODE: INTERNATIONAL BUILDING CODE ( TO JL INDUSTRIES MODEL COSMIC 5E. LOCATE EXTINGUISHERS AS SHOWN. TENANT'S EXTERIOR SIGNAGE LEFT BEHIND. ALL EXISTING MATERIALS TO 2. THIS FACILITY IS A NON DINING FACILITY. NO DINING SEATING WILL CHESAPEAKE, VIRGINIA 23320 MILWAUKIE, OR 97222 2009, EDITION 2. ALL WOOD FRAMEWORK, WOOD BLOCKING AND PLYWOOD SHALL BE FIRE PROVIDE WALL BRACKETS AND MOUNT CONTROLS AT 48" AFF MAX. REMAIN WHICH ARE DAMAGED OR OTHERWISED DISTURBED BY REMOVAL BE PROVIDED TO CUSTOMERS. PHONE (757) 622 -2828 PHONE (503) 653 -1788 RETARDANT TREATED PER CODE. FAX (757) 622 -6883 FAX (503) 653 -1784 USE GROUP M - MERCANTILE 3. ALL FINISH MATERIALS SHALL MEET FLAME SPREAD AND SMOKE PROVIDE "FIRE EXTINGUISHER" SIGNS ON WALL DIRECTLY ABOVE EACH OF PREVIOUO TENANT SIGNAGE SHALL BE PATCHED OR REPAIRED AND 3. THIS FACILITY DOES NOT PERFORM ANY TYPE OF FOOD CRAIG YARBOROUGH, PM JOHN FOX, PM DEVELOPMENT RATING CLASS C (OR CLASS 3). UNIT. CONTRACTOR SHALL HAVE EXTINGUISHERS INSPECTED AND PAINTED TO MATCH EXISTING ADJACENT MATERIALS SO THAT THE REPAIR PREPARATION WITHIN THE STORE FOR CUSTOMER CONSUMPTION CONSTRUCTION TYPE: II B 4. WALL CONSTRUCTION BY THE TENANT'S CONTRACTOR IS SHOWN HATCHED. TAGGED. IS IMPERCEPTIBLE. CONTRACTORS SHALL NOT INCLUDE THIS SCOPE OF AND /OR EMPLOYEE CONSUMPTION. 5. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING 3. THE CONTRACTOR SHALL VERIFY THAT TOILET ROOM(S), INCLUDING WORK IN THEIR BID AND WILL BE HANDLED VIA CHANGE ORDER AFTER SITE 4. THIS FACILITY HAS NO FOOD EQUIPMENT WITHIN THE STORE. PLUMB MECH ELEC ENGINEER SIGN CONTRACTOR NUMBER OF STORIES: ONE CONDITIONS PRIOR TO BID TO DETERMINE THE EXTENT OF WORK. THE FIXTURES AND ACCESSORIES (BOTH EXISTING AND NEW) MEET ALL EVALUATION IS DONE BY WINNING BIDDER. CONTRACTOR SHALL FORWARD 5. THIS FACILITY WILL HAVE 3 TO 4 EMPLOYEES PER SHIFT MAXIMUM. DUNHAM UNITED SIGNS CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE TENANT OF ANY APPLICABLE LOCAL, STATE AND FEDERAL ACCESSIBILITY CODES AND THE EVALUATION AND PRICE QUOTE TO THE CONSTRUCTION PM FOR ONE STORE MANAGER, ONE TO TWO CASHIERS AND ONE STOCKER. 50 6TH STREET SOUTH, SUITE 1100 5201 PENTECOST DRIVE SPRINKLERED: YES DISCREPANCIES PRIOR TO BIDDING. LAWS. APPROVAL PRIOR TO PERFORMING ANY AND ALL WORK. 6. EMPLOYEE LOCKERS- EASILY CLEANABLE LOCKERS WILL BE MINNEAPOLIS, MINNESOTA 55402 MODESTO, CA 95356 6. ALL MATERIALS INDICATED ARE NEW, UNLESS SPECIFICALLY NOTED AS 4. PROVIDE EXTERIOR LIGHT ABOVE REAR DOOR, AS APPROVED BY 15. CONTRACTOR SHALL INSTALL TENANT SUPPLIED INTERIOR GRAPHICS AND PROVIDED TO ALL EMPLOYEES, REFER TO FIXTURE PLAN FOR PHONE (612) 465 -7682 PHONE (916) 359 -0924 TOTAL LEASE AREA: 11,490 SF EXISTING, AND SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. LANDLORD, IF ONE DOES NOT EXIST WITHIN 10 FEET OF REAR DOOR. SIGNS TO INCLUDE BUT NOT LIMITED TO PERIMETER WALL LOCATION. FAX (612) 465 -7551 FAX (209) 543 -1326 OCCUPANCY LOAD: SALES AREA 9,055130 _ ITEMS INDICATED AS TENANT SUPPLIED SHALL BE INSTALLED BY THE 5. PAINT ALL EXPOSED SURFACE MOUNTED CONDUIT TO MATCH ADJACENT GRAPHICS /SIIGNAGE, HANGING GRAPHICSISIGNAGE AND STOREFRONT 7. MOP SINK- THIS FACILITY WILL BE SUPPLIED WITH A 24 "x36" FLOOR PHIL RAMSEY, PM APRIL DEPEW 302 CONTRACTOR PER TENANT'S REQUIREMENTS AND /OR MANUFACTURER'S WALL COLOR (IE WHITE OR YELLOW). WINDOW DECALS. CONTACT THE CONSTRUCTION PM FOR MOUNTED MOP SINK WITH APPROVED VACUUM BREAKER FAUCET. STOCKROOM 2,4351300 = g TOTAL PUBLISHED STANDARDS. 6. CONTRACTOR SHALL CAULK AROUND TOPAND BOTTOM EDGES OF GRAPHICISIGNAGE DRAWINGS. WALLS SURROUNDING MOP SINK WILL HAVE FRP TO F -0" ABOVE 311 = 7. ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISE COLUMN SURROUNDS TO AVOID INJURY. 16. CONTRACTOR SHALL SEAL ALL EXTERIOR PENETRATIONS INCLUDING FINISH FLOOR FOR EASY CLEANABLE SURFACE. PROJECT ADDRESS: NISQUALLY PLAZA DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE PATCHED OR 7 REPAIR AND CLEAN ALL EXISTING MATERIALS (IE STOREFRONT FRAMING CRACKS, HOLES, GAPS, AND EXISTING PENETRATIONS. CONTRACTOR 8. NSF, ANSI AND UL APPROVED -ALL EQUIPMENT WITHIN THIS STRUCTURAL ENGINEER LANDLO RD 906 ALGIERS ROAD AND GLAZING, WALLS, CEILING, ETC) TO REMAIN TO A LIKE NEW CONDITION. SHALL SELECT MATERIAL APPROPRIATE FOR CONDITION TO PROVIDE FACILITY IS NSF, ANSI AND UL APPROVED, CUT SHEETS FOR BRAD YOUNG & ASSOCIATES YELM PLAZA LLC REPAIRED TO MATCH THE EXISTING ADJACENT MATERIALS, SO THAT THE 1320 W HERNDON AVE, SUITE 101 8448 N MERCER WAY YELM, WASHINGTON 98597 REPAIR IS IMPERCEPTIBLE. 8. NOTIFY DOLLAR TREE'S CONSTRUCTION PM AS TO THE CONDITION OF PERMANENT RODENT -PROOF INFILL (INSULATION SPRAY FOAM IS NOT AN EQUIPMENT AVAILABLE UPON REQUEST. 8. DURING THE COURSE OF CONSTRUCTION, IF THE CONTRACTOR UNCOVERS EXPOSED CONCRETE BLOCK WALL TO REMAIN ON THE SALES FLOOR. ACCEPTABLR FINISHED MATERIAL.) 9. FINISH SCHEDULE -A FINISH SCHEDULE IS D O INCLUDED IN THIS SET OF FRESNO, CALIFORNIA 93711 MERCER ISLAND, WASHINGTON 98040 DOLLAR TREE WILL MAKE THE DETERMINATION AS TO WHETHER THE 17. CONTRACTOR SHALL HIRE THE LANDLORD'S ROOFER TO PROVIDE ROOF CONSTRUCTION DOCUMENTS AND LOCATED ON SHEET A4 FOR PHONE (559) 222 -9600 PHONE (206) 265 -0988 BUILDING DEPARTMENT PHONE NO: (360) 458 -3835 ANY CODE VIOLATION KNOWN TO HIM OR ANY DISCREPANCY WITH THE FAX (559) 222 -9633 FAX (206) 232 -3999 DESIGN, CONTRACTOR SHALL NOTIFY THE ARCHITECT OF SUCH WALL'S CONDITION IS SUITABLE FOR PAINTING OR NEEDS TO BE FURRED pENETRATIdN AS A POINT OF ENTRY FOR TENANT'S SATELLITE VENDOR. YOUR USE. BRAD YOUNG, ENGINEER CHRISTINE LEE FIRE MONITORING REQUIRE YES - GC TO CONFIRM IMMEDIATELY. OUT WITH METAL STUDS AND GWB. POINT OF ENTRY SHALL BE LOCATED OVER TENANT'S OFFICE OR AS CLOSE 10. QUESTIONS- EXAMINER PLEASE FEEL FREE TO CONTACT THE REQUIRED 9. CONTRACTOR SHALL INSTALL TENANT SUPPLIED FIXTURES TO INCLUDE AS POSSIBLE =. REFER TO FLOOR PLAN AND FIXTURE PLAN FOR EXACT OFFICE ARCHITECT AND ENGINEERS LISTED ON SHEET CS1 WITH ANY 9. CONTRACTOR SHALL ASSEMBLE AND INSTALL MATERIALS/ PRODUCTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS BUT NOT LIMITED TO CART CORRAL, PERIMETER WALL GONDOLA, FLOOR LOCATION PRIOR TO PENETRATING ROOF. QUESTIONS OR ITEMS YOU NEED CLARIFICATION ON. ALSO YOU CAN AND INDUSTRIAL ASSOCIATION STANDARDS. GONDOLA, BALLOON CENTER, HANGING BALLOON CORRALS, HELIUM TANK CONTACT KEITH JOHNSON, MANAGER OF ARCHITECTURAL 10. FIELD VERIFY AND /OR REPORT ASBESTOS - CONTAINING MATERIAL TO CABINET (SALES FLOOR), HELIUM TANK BRACKETS (STOCKROOM, SEE 18. CONTRACTOR SHALL POST ON BULLETIN BOARD IN OFFICE FINAL SERVICES FOR DOLLAR TREE STORES, INC AT 757- 321 -5435. ARCHITECT AND TENANT UPON DISCOVERY. DETAIL), GRAVITY CONVEYOR SYSTEM, AND MOBILE FIXTURES PER INSPECTIONS & CERTIFICATE OF OCCUPANCY. 11. SMOKE AND FIRE PARTITIONS SHALL BE CONSTRUCTED PER THE TENANT'S FIXTURE PLAN. CALIFORNIA PROJECTS ONLY, CONTRACTOR 19. AT ROOF, FLASH NEW MECHANICAL EQUIPMENT CURBS IN ACCORDANCE SHALL GENERAL FIRE PROTECTION NOTE DESIGNATED UL DESIGN AND SHALL BE EXTENDED VERTICALLY TO THE CONTACT THE HE CON TRUCT ON PM FTFIX URE SIEIS DRAWINGS DRAWIN WAS NOT MECHANOIOCAIIL AND ASTRUCTURAL RAW DRAWINGS FOR AMORE INFORMATION. BOTTOM OF THE STRUCTURE ABOVE. PROVIDE FIRE STOPS AND SEAL ALL PIPE AND CONDUIT PENETRATIONS WITH SEALANT THAT COMPLIES WITH MADE AVAILABLE TO YOU DURING YOUR BIDDING PROCESS. GENERAL CONTRACTOR SHALL COORDINATE WITH CONSTRUCTION PM CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF LANDLORD'S AND THE MINIMUM FIRE RATED REQUIREMENTS FOR THE PARTITION. DUCT 10. DOORS AND FRAMES (OTHER THAN THOSE LISTED AS EXIST) ARE TENANT PRIOR TO STARTING WORK AT ROOF SO AS NOT TO VOID LANDLORD ROOF FIRE MARSHAL'S FIRE ALARM REQUIREMENTS, SYSTEM DESIGNIBUILD, PENETRATIONS SHALL BE PROTECTED WITH SMOKE AND /OR FIRE DAMPERS. SUPPLIED FOR CONTRACTOR INSTALLATION. STOREFRONT DOORS (WHEN WARRANTY. APPROVAL BY LANDLORD AND FIRE MARSHAL AND INSTALLATION USING 12. ALL INTERIOR CONCRETE SHALL BE PORTLAND CEMENT BASED TO INCLUDE NOTED) SHALL BE SUPPLIED AND INSTALLED BY CONTRACTOR AS FIRE ALARMS PANELS SPECIFIED BELOW. ARRANGE FOR CONNECTION PATCHING, FLOATING /LEVELING OF FLOORS AND INFILLING. REQUIRED. AUTOMATIC DOORS (WHEN NOTED) WILL BE SUPPLIED AND AND MONITORING BY VECTOR SECURITY ONLY, YOU MUST PROVIDE 13. FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND INSTALLED BY TENANT'S VENDOR (CONTRACTOR IS RESPONSIBLE FOR ONE OF THE ALARM PANELS LISTED BELOW SO THAT VECTOR SECURITY SMOKE PARTITIONS SHALL BE PERMANENTLY IDENTIFIED WITH SIGNS OR ELECTRICAL CONNECTION.) I� CAN MONITOR THE SYSTEM: STENCILING. LETTERING SHALL BE NOT LESS THAN 1/2" IN HEIGHT LOCATED 11. CONTRACTOR SHALL REMOVE ANY EXISTING SIGNAGE THAT HAS PREVIOUS A. SILENT KNIGHT 5700 - TO BE USED WHEN AHJ REQUIRES AN ABOVE AN ACCESSIBLE CEILING AND REPEATED IN INTERVALS NOT TENANT'S NAME (INTERIOR AND /OR EXTERIOR.) ANY SIGNAGE THAT IS ADDRESSABLE PANEL. EXCEEDING 30' HORIZONTALLY ALONG THE WALL OR PARTITION. REQUIRED SHALL BE REPLACED IN LIKE KIND WITH DOLLAR TREE'S NAME. _ -- B. DMP XR100 - TO BE USED AS A BA/FA COMBO PANEL. SUGGESTED WORDING SHALL BE " FIRE AND /OR SMOKE BARRIER - PROTECT 12. CONTRACTOR SHALL VERIFY IF THERE IS AN EXISTING ACCESS PANEL TO C. BOSCH D7412GV2 - TO BE USED AS A BATA COMBO PANEL. ALL OPENINGS." TENANT'S SIGNAGE. IF ACCESS PANEL DOES NOT EXIST, INSTALL 2' -0" X 2' -0" D. MIRTONE FS100 4RD - TO BE USED AS A STANDARD FA PANEL 14. ANY DETAIL WHICH MAY BE INCOMPLETE OR LACKING IN THE PLANS OR ACCESS PANEL EITHER INSIDE AT DOLLAR TREE'S SPACE ABOVE THE CONTACT VECTOR SECURITY AT 703.468 -6100. ASK FOR THE DOLLAR SPECIFICATIONS SHALL NOT CONSTITUTE CLAIM FOR EXTRA CEILING (VERIFY FIRE RATINGS AND CODE REQUIREMENTS) OR IN THE TREE SUPPORT TEAM AT LEAST 7 DAYS PRIOR TO THE DATE YOU NEED COMPENSATION. SUCH DETAIL, IF REQUESTED BY THE CONTRACTOR, EXTERIOR SOFFIT TO MATCH CANOPY CONSTRUCTION AS ALLOWED BY / THE PANEL DOWNLOADED SO WE CAN ASSIGN AN ACCOUNT MANAGER. LANDLORD. CONFIRM WITH SIGN VENDOR FOR LOCATION PRIOR TO YOU WILL NEED TO PROVIDE ZONE INFORMATION AND VERIFY CORRECT SHALL BE SUPPLIED A THE ENGINEER /ARCHITECT AND SUBMITTED TO THE CONTRACTOR IN ADVANCE OF ITS REQUIREMENT ON THE JOB. THE TRUE INSTALLING. SIGNALS ARE BEING RECEIVED PRIOR TO INSPECTIONS BY THE FIRE INTENT OF THE PLANS AND SPECIFICATIONS IS TO PRODUCE A COMPLETE MARSHAL. REFER TO NOTES IN SLM FOR ADDITIONAL IMPORTANT WORKING FACILITY AND INCOMPLETE DETAIL WILL NOT ABROGATE THIS SCANNED INFORMATION. INTENT. TVED 15. THE CONTRACTOR SHALL PROVIDE ALL SHOP DRAWINGS (WITH THEIR JUN 13 2013 MAR 0 B 2013 STAMP OF APPROVAL) AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR APPROVAL BY THE ARCHITECT /ENGINEER OF RECORD. BY: - ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-28281 fax (757)622 -6883 Z O w - `��c t Z o ' Q a X 00 ao w z J 0 Q W Q U 0 g Q O � a N w J Y J 0-0 z w Q n J r o f� I Z Z �� II J = CD J O CY J C) g LU W O Z y z J U � d J O A W S sheet CS1 W (n W Q W o w r 0 K O U 9 Q z i� z D Z 0 r 00 > C O Q y d a a m m a N 0 Y 'y N � n Y y W ^! d y rn N 3 � a v N ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-28281 fax (757)622 -6883 - `��c t o ' 00 ao n� 4t J Q W 0 g Q � a N w Q Y J 0-0 z � Z Q n J r o f� I Z Z �� II J = CD O CY J C) g LU W O Z y z m U � d O A sheet CS1 DEMOLITION NOTES O 1 REMOVE PARTITION COMPLETE. 2 REMOVE EXISTING ACT AND GRID COMPLETE. 3 REMOVE EXISTING WALL FIXTURES AND FINISHES COMPLETE. 4 FLOORING CONTRACTOR (TENANT HIRED) SHALL REMOVE EXISTING VCT FLOORING COMPLETE. GC SHALL NOT INCLUDE IN BID. 5 REMOVE EXISTING CERAMIC TILE AND BASE. 6 REMOVE PLYWOOD COMPLETE. 7 REMOVE EXISTING LIGHT FIXTURES COMPLETE. 8 REMOVE PORTION OF EXTERIOR MASONRY WALL TO 8" BELOW FINISHED FLOOR AS INDICATED FOR INSTALLATION OF DOOR IN NEW WORK. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFO. OREMOVE CONCRETE CURB COMPLETE TO 8" BELOW FINISHED FLOOR AS INDICATED FOR INSTALLATION OF NEW WORK. 10 REMOVE PORTION OF EXISTING CONCRETE SLAB AS REQUIRED TO TRENCH FLOOR FOR RELOCATION OF PLUMBING FIXTURES. CONTRACTOR SHALL INCLUDE IN BID ALL TRENCHING REQUIRED TO EXTEND PLUMBING IN NEW WORK. (CONTRACTOR SHALL AVOID SALES FLOOR IF POSSIBLE.) 11 REMOVE EXISTING MOP SINK COMPLETE. FOR REMOVAL OF PLUMBING FIXTURES SEE PLUMBING SHEETS. 12 REMOVE, CAP, OR FILL EXISTING DRAIN COMPLETE. FOR MODIFICATION OF EXISTING PLUMBING SEE PLUMBING SHEETS. 13 FOR REMOVAL AND /OR RELOCATION OF EXISTING ELECTRICAL PANELS SEE ELECTRICAL SHEETS. 14 REMOVE EXIST STOREFRONT FRAMING AND GLAZING COMPLETE. 15 REMOVE EXISTING SOFFIT COMPLETE. 16 REMOVE EXISTING PIPE BOLLARDS COMPLETE (TYP OF 4). DEMOLITION PLAN SCALE: 1/8 " =1' -0" 85, -11" ■ I . +_ WALL / LEASE LINE ■ C9 L. v 10 % II II [zt] o , o 16' -5" Win ;t q „ � x I I ti WE 0 Q U v a T fl a 0 E N h Q U U 0 a o d w m 3 v m � t a a a a U RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622- 2828/fax(757)622 -6883 N I � J w W 0 v �a0 _j Z 3 � J 2 Z O = Q O /Y U3 J 0 O Z w o m U C d 3 o m sheet D1 WALL CONSTRUCTION TYPES EXTERIOR DEMISING WALL: EXISTING WALL. PATCH AND REPAIR WALL AS REQUIRED. FINISH PER FINISH SCHEDULE, SHEET A4. TENANT DEMISING WALL: EXISTING MASONRY WALL WITH METAL FURRING AND GWB. PATCH AND REPAIR AS REQUIRED. FINISH PER FINISH SCHEDULE, SHEET A4. TENANT DEMISING WALL: EXISTING METAL STUDS AND FIRECODE GWB. PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING PER CODE. SEE DETAIL 6 /A5. FINISH PER FINISH SCHEDULE, SHEET A4. 4� TENANT DEMISING WALL: EXISTING METAL STUDS AND FIRECODE GWB. PROVIDE ONE LAYER 518" TYPE "X "GWB EACH SIDE TO ROOF DECK. FIRE TAPE ALL JOINTS. CONSTRUCTION SHALL COMPLY WITH UL DESIGN #U465 FOR ONE HOUR FIRE RATING. PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING PER CODE. FINISH PER FINISH SCHEDULE, SHEET A4. PARTITION WALL: 6" (20 GA) METAL STUDS @ 16" OC WITH ONE LAYER 5/8" TYPE "X" GWB DOLLAR TREE SIDE TO ROOF DECK. FIRE TAPE ALL JOINTS. PROVIDE R -13 BATT INSULATION. CONSTRUCTION SHALL COMPLY WITH UL DESIGN #0465 FOR ONE HOUR FIRE RATING. SEE DETAIL 5 1A5. FINISH PER FINISH SCHEDULE, SHEET A4. © PARTITION WALL: 6" (20 GA) METAL STUDS @ 16" OC WITH ONE LAYER 5/8" GWB EACH SIDE TO ROOF DECK ON SALES AREA / CORRIDOR SIDE AND TO 12' -0" AFF ON STOCKROOM SIDE. WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT GWB. SEE DETAIL4 /A5 FOR ADDITIONAL REQUIREMENTS AND BRACING. FINISH PER FINISH SCHEDULE, SHEET A4. PARTITION WALL: 6" (20 GA) METAL STUDS @ 16" OC WITH ONE LAYER 518" GWB EACH SIDE TO ROOF DECK ON STOCKROOM SIDE AND TO FINISHED CEILING ON TOILET SIDE. WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT GWB. FINISH PER FINISH SCHEDULE, SHEET A4. ® PARTITION WALL: 3 5/8" (20 GA) METAL STUDS @ 16" OC WITH ONE LAYER 5/8" GWB EACH EXPOSED SIDE TO ROOF DECK. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT GWB. SEE DETAIL 1 /A4. FINISH PER FINISH SCHEDULE, SHEET A4. �g PLUMBING PARTITION: 6" (20 GA) METAL STUDS @ 16" OC WITH ONE LAYER 518" GWB EACH EXPOSED SIDE TO FINISHED CEILING. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT GWB. FINISH PER FINISH SCHEDULE, SHEET A4. PARTITION WALL: 3 5/8"(18 GAGE) METAL STUDS @ 12" OC WITH ONE LAYER 5/8" GWB EACH SIDE TO ROOF DECK. PROVIDE WATER RESISTANT GWB ON SINK SIDE TO 8' -0" AFF. FINISH PER FINISH SCHEDULE SHEET A4. 11 PARTITION WALL: 3 5/8" (20 GAGE) METAL STUDS @ 16" OC WITH ONE LAYER 5/8" GWB EACH SIDE TO 8' -0" AFF. SEE DETAIL 31A1.2. FINISH PER FINISH SCHEDULE SHEET A4. 1� PARTITION WALL: 3 5/8"(20 GAGE) METAL STUDS @ 16" OC WITH ONE LAYER 5/8" GWB TO 6" ABOVE FINISHED CEILING. FINISH PER FINISH SCHEDULE SHEET A4, 1� PARTITION WALL: 3 5/8"(20 GAGE) METAL STUDS @ 12" OC WITH ONE LAYER 5/8" GWB TO ROOF DECK. FINISH PER FINISH SCHEDULE SHEET A4. II \ II �� II 500 I�i� FIRE EXTINGUISHER - SEE NEW WORK NOTE 2. II %� F-�-1 A1.2 I I I I A 11 A3.1 I I 1111 II II 1 N q � �x Ij 700 II II II II it 0 II FLOOR PLAN SCALE: 1l8 " =14" INSTALL DECALS ON GLASS PANELS. SEE NEW WORK NOTE 15. EXISTING ALUMINUM STOREFRONT SYSTEM SHOPPING CART RAIL SEE DETAIL 6 /A4. EXIST AUTOMATIC SLIDING DOORS TO REMAIN V -0" X 12' -0" ENTRY "DECO RIB" CARPET TILE LVT A NA3/ POWER POLE FOR CHECKOUT REGISTER WIRING (SUPPLIED BY TENANT) POWER POLE FOR CHECKOUT REGISTER WIRING (SUPPLIED BY TENANT) TENANT SUPPLIED. PRE -WIRED CHECKOUT. (TYP) L POWER POLE FOR CHECKOUT 100 11 REGISTER WIRING (SUPPLIED 1 BY TENANT) OF EXISTING )PY ABOVE DOLLAR TREE SALES AREA GENERAL INFORMATION: SHOPPING CENTER: NISQUALLY PLAZA CITY: YELM STATE: WASHINGTON CEILING HEIGHT (SALES AREA): 12' -0" SPRINKLERED: YES SQUARE FOOTAGES TOTAL SPACE LEASED: 11,490 SF SALES FLOOR AREA: 9,055 SF NON -SALES AREA: 2,435 SF 21 % USABLE STOCKROOM: 1,034 SF 8.9% USABLE SALES FLOOR 8,758 �- DECK HEIGHT: 24' -6" AFF FIRE EXTINGUISHER -SEE NEW WORK NOTE 2.— ■ D A3 m5 A5 3 74 q PROVIDE STOREFRONT DOORS AND THRESHOLD TO MATCH EXISTING. INSTALL PER MANUFACTURER'S PUBLISHED STANDARDS. VACANT SPACE 5 ■ A4 OF EXISTING )PY ABOVE I0171 g 3 Al. CONTRACTOR SHALL INSTALL LVT AT REACH -IN A5 FREEZERICOOLER LOCATIONS. SEE FINISH SCHEDULE, SHEET A4. CONTRACTOR SHALL INSTALL UNDER UNITS C AND 6" TO EACH SIDE AND T -0" IN FRONT OF UNITS. C CONTRACTOR SHALL INSTALL TRANSITION STRIP. i C LVT�' � C I� C A3 EXISTING COLUMN - PAINT YELLOW r AND PROVIDE BRUSHED ALUMINUM 4 COVER TO 4' -0" AFF. (TYP OF 5) REFER TO NEW WORK NOTE 6. I A5 FIRE EXTINGUISHER - SEE cn NEW WORK NOTE 2.--, ■ ■ ■ F APPROX LOCATION OF ELECTRICAL PANELS, EMS .0 ARM 01 i�Eids -� L S r: ■ -0" X 4' -0" SHELVING SEE DETAIL 2 /A4. ■ STOCKROOM CORRIDOR 5' -0" 0 0 0 U 0 ' FIRE EXTINGUISHER - SEE NEW WORK NOTE 2. 0 0 PAINT SOLID (YELLOW) 42" IN FRONT OF AND TO THE SIDE OF ELECT PANEL AS DEDICATED CLEAR FLOOR SPACE. HANDICAPPED ACCESSIBLE HI -LO DRINKING FOUNTAIN MOP SINK - PROVIDE FRP TO 8' -0" AFF ON WALLS. APPROX LOCATION OF TELEPHONE BOARD SEE STRUCTURAL SHEETS FOR TRENCH INFILL. CONTRACTOR SHALL INCLUDE IN BID ALL REQUIRED TRENCH INGICONCRETE INFILL AS REQUIRED TO EXTEND PLUMBING TO NEW LOCATION. CONTRACTOR SHALL VERIFY FLOOR IS LEVEL WITHIN 114" IN 10 LINEAR FEET UNDER FREEZER/COOLER REACH -INS AND STORAGE. CONTRACTOR SHALL NOTIFY THE DOLLAR TREE CONSTRUCTION PM IF THIS REQUIREMENT IS NOT MET. FIRE EXTINGUISHER - SEE NEW WORK NOTE 2. B 2 A3.1 3A5 CONTRACTOR SHALL VERIFY EXTERIOR GRADE IS LEVEL WITH 401 INTERIOR FLOOR SLAB. NOTIFY ARCHITECT IF VARIES. ' 1 ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622- 2828/fax(757)622 -6883 z 00 U 0_ w � N o y U a w oa 0 Y 0 'y E U U O d 0 � U C C Y J Z RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622- 2828/fax(757)622 -6883 t3 I LL 0 � N w } J Z Q o W v 0 V 0 0 U J 0- Z J O z Q v= a : 0 Q Z > � o m Q � sheet A'' 0 9 L__ t3 I 0 1 -' HANDICAPPED ACCESSIBLE H -LO DF = ELECTRIC HAND At.i � FRP ON WALLS q DRYER- TENANT II,� „ADJACENTTODF SUPPLIED (TYP) - B j 'I FROM 4” TO 4' -0 "AFF HALLWAY 1'6" 4' -0 CLEA R 1' - 1' 6" -- - MIN MIN � -3" -- -- (V PREFORMED COUNTER -REFER TO ELEV AND DETAIL'/*. —� COAT RACK 4 BULLETIN BOARD (TENANT SUPPLIED) - MOUNT AT 4' -0" AFF. - / TOILET �� / t I 5' -0" CLEAR 1 9 / 4 A1.1 D / i E � 0 aZM 1 /// TOILET \\X V'8- / 6.0. I CLEAR I \� D A1.1 HAND HAND , e OPP RANI EMPLOYEE 3 -1i• >j Z AREA UTILITY CABINET. - TENAI 6 SUPPLIED (NSF APPROVE F A� j A�� " END GWB TO ROOF e A1.1 DECK IN THIS AREA. MOP SINK W/ WATER HEATER ABOVE MOP SIN 4 TABLE SHEET VINYL FLOORING EXTEND 12" PAST SINK C EACH SIDE AND 24" IN FF A1.1 ENLARGED TOILET PLAN SCALE: 3/8" =1' -0" N T -0" 4' -0 CONTRACTOR SHALL OBTAIN A I EDGES ROUNDED PAINT COPY OF THE WATER LL FOUNTAIN SPEC SHEET PRIOR 0 0� w CD 0 314" MDO PLYWOOD w ATTACHED TO EACH SIDE OF STUD WALL. ATTACH r WITH LIQUID NAILS AND TO WATER COOLER I II II C9 INSTALLATION. CONTRACTOR I I SHALL ROUGH IN ALL HI -LO HANDICAP I IIIIIII PLUMBING BASED ON THE ACCESSIBLE 4 WATER FOUNTAIN SPEC SHEET. DRINKING ° T -0" CLEAR FOUNTAIN. FRP - SEE FINISH NOTES SHEET A4. VINYL BASE 4 'v c V -3" 1'-3" z� r MIN MIN 1 DRINKING FOUNTAIN ELEVATION _ SCALE: 318" =1' -0" A1.1 EMPLOYEE LOCKERS TENANT SUPPLIED. GC TO SECURE AND INSTALL LOCKERS TO 2X4 STUDS. SECURE 2X4 STUDS TO WALL PER MANUFACTURERS INSTRUCTIONS. REFER TO FLOOR PLAN FOR LOCKER LOCATION. WALL AND CAP BEYOND. PAINT FOREST GREEN SCREW PLACEMENT - TYP OF (5). GC SHALL SCREW LOCKERS TO WALL AS REQUIRED AND A MINIMUM OF (5) 2" WOOD SCREWS. PROVIDE 2X4 WD BLOCKING BEHIND LOCKERS AND SECURE TO WALL. CUT 2X WD STUDS 4" SHORT AT EACH SIDE. 1 A1.1 pi AN .PF'N 0r IAATER HEATER 9RACKET _ - - -- — -{ N T -0" DRAIN PAN REFE R TO PLUMBING PLANS CENTERSUPPORT 2X6 FIRE TREATED WOOD BLOCKING IN WALL AT EACH LOCATION FOR SUPPORT WITH 1/2" 0 LAG SCREWS @ 16" OC, TYP. MOP BRACKET - TENANT SUPPLIED. MOUNT AT 3' -0" AFF TO CENTER OF BRACKET. FAUCET - REFER TO PLUMBING PLAN FOR ADDITIONAL INFORMATION MOP SINK - REFER TO FLOOR PLAN AND PLUMBING PLAN FOR ADDITIONAL INFORMATION. MOP SINK AND UTILITY CABINET ELEVATION SCALE: 314" =1' -0" EMPLOYEE COAT RACK - GC TO SECURE A 4D INSTALL COAT RACK TO V ALL PER MANUFACTURERS INSTRUCT DNS. INSTALL COAT RACK AT 4 r AFF TO CENTER OF COAT RA . REFER TO FLOOR PLAN FOR LOCKER LOCATION. ELEVATION COAT RACK SCALE: 3/4" =1' -0" SINGLE GANG BOX WI 314" CONDUIT STUB UP FOR DATA CABLE — 2" HOLE, REFER TO SECTION 30" LONG PLUG MOLD WITH (1) 20 AMP CIRCUIT (CENTERED & MIN OF 4 RECEPTICLE'S) -WALL LINE REFER TO PLAN SIDE ELEVATION LOCKER AND TRAINING DESK ELEVATION SCALE: 3/4"= V-0" Ate/ 6'-6 "t WATER HEATER - REFER TO PLUMBING PLAN FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL INSTALL STRAPPING AND BLOCKING. DRAIN PAN - REFER TO PLUMBING PLANS STEEL ANGLE FRAME - REFER TO DETAIL 3/A1.1. � III J FRP - SEE FINISH NOTES SHEET A4 CT AUA. TOILET ELEVATION SCALE: 318' =1' -0" PROVIDE CONT 2X WD LEDGER - ATTACH TO ADJACENT WALL @ 8" OC MAX. PAINT WHITE 5 A1.1 I A1.1 N�/ LINE OF 2X STUD WALL I EDGES ROUNDED PAINT I I LL FOREST GREEN 0 0� w CD 0 314" MDO PLYWOOD w ATTACHED TO EACH SIDE OF STUD WALL. ATTACH r WITH LIQUID NAILS AND m I II II C9 -LINE OF COUNTER- HOLD BACK I I 2X FRAMING AS REQ'D FOR III III I IIIIIII FINISH NAILS. PAINTED FORESTGREEN. o 4 I ° T -0" CLEAR I • II:II:II: I T -1 3/8" TO EDGE OF FRAMING z 0 o 00 I I I IIIII,I I II FOREST W oa J w AND FINISH NAILS 4a O3 cOwD cn `PAINT GREEN. m � Z W "I m II VIII v 2 X 4 WOOD STUDS o I( A1.1 @ 16" OC a 0 0 .N � I` IIII III II E III VIII I SIDE ELEVATION LOCKER AND TRAINING DESK ELEVATION SCALE: 3/4"= V-0" Ate/ 6'-6 "t WATER HEATER - REFER TO PLUMBING PLAN FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL INSTALL STRAPPING AND BLOCKING. DRAIN PAN - REFER TO PLUMBING PLANS STEEL ANGLE FRAME - REFER TO DETAIL 3/A1.1. � III J FRP - SEE FINISH NOTES SHEET A4 CT AUA. TOILET ELEVATION SCALE: 318' =1' -0" PROVIDE CONT 2X WD LEDGER - ATTACH TO ADJACENT WALL @ 8" OC MAX. PAINT WHITE 5 A1.1 I A1.1 N�/ LINE OF 2X STUD WALL I EDGES ROUNDED PAINT I I LL FOREST GREEN 0 0� w CD 0 314" MDO PLYWOOD w ATTACHED TO EACH SIDE OF STUD WALL. ATTACH r WITH LIQUID NAILS AND m I II II C9 -LINE OF COUNTER- HOLD BACK I ° MOP SINK. REFER TO o 2X FRAMING AS REQ'D FOR PLAN, FINISH NAILS. PAINTED FORESTGREEN. o 4 I ° T -0" CLEAR I I I T -0" CLEAR FER TO SECTION TIONAL INFORMATION F AI A L/ DETAIL SCALE: 1 112 " =1' -0" 2' -0" X 4' -0" SLATWALL WITH (3)10" X 2' -0" X 314" WHITE MELAMINE SHELF AND SUPPORT BRACKETS. 36" GRAB BAR (PROVIDE BLOCKING IN WALL AS REQ'D) 18" VERTICAL MOUNTED GRAB BAR (PROVIDE BLOCKING IN WALL AS REQ'D) TWO ROLL TOILET PAPER DISPENSER. (TYP OF 2 PER WATER CLOSET). PROVIDE BLOCKING IN WALL AS REQ'D. VINYL BASE ( —) A1.1 - UTILITY CABINET - TENANT SUPPLIED (NSF APPROVED.) GRAPHIC - TENANT SUPPLIED MOUNT AT 5' -0" MAX. AFF TO TOP OF GRAPHIC. FRP TO III REFER TO FINISH SCHEDULE. VINYL BASE - REFER TO FINISH SCHEDULE TYP 2'-4" r3TCti 1Ar?1` I" TTI:R TO WALL WITH TWO 1 1'2" GALVANIZED STRAPS POSITIONED 113 DOWN FROp3 TOP AND 1/3 UP FROM BOTTOM OF WATER HEATER ATTACH TO BLOCKING WITH 14`0 X 1 12"'400D SCREWS. - -2X6 FIRE TREATED WOOD BLOCKING IN WALL WITH A34 FRAMING ANGLE TO STUD EACH SIDE AT EACH LOCATION (TYP). DRAIN PAN SET ON 28" x 36" x 3/4" FIRE TREATED PLYWOOD PLATFORM. REFER TO o PLUMBING PLAN FOR ADDITIONAL INFORMATION. 0 WATER HEATER MOUNTING DETAIL A�1.1 SCALE: 314" =1' -0" TOILET ELEVATION A1. SCALE: 318" =1' -0' LINE OF EMPLOYEE AREA WALL PROVIDE 2X SUPPORT (EA SIDE TYP) - ATTACH @ 8” OC MAX. PAINT WHITE II I I II I I PROVIDE 1 X 6 CAP WITH ALL EDGES ROUNDED. PAINT FOREST GREEN. - 3 /4" MDO PLYWOOD ATTACHED TO EACH SIDE OF STUD. ATTACH WITH LIQUID NAILS AND FINISH NAILS 2" HOLE PROVIDE 314"X IT WHITE MELLAMINE SHELF WOOD CORNER GUARD. CONT 2X WD FRAME ATTACHED TO WALL PAINT FRAMING WHITE PROVIDE PREFORMED WHITE LAMINATE COUNTER TOP. —� N SECTION SEE FINISH NOTES ET A4. ROR VERTICAL MOUNTED GRAB t (PROVIDE BLOCKING IN LL AS REQ'D) GRAB BAR (PROVIDE )CKING IN WALL AS REQ'D) 0 ROLL TOILET PAPER PENSER. (TYP OF 2 PER TER CLOSET). PROVIDE )CKING IN WALL AS REQ'D. " „ "YLBASE Ate/ s U m 5" II J U ZPAINT FOREST GREEN `// �7 z II 2' -0" TO EDGE OF FRAMING REFER TO PLAN A1.1 ~ SCALE: 11/2 " =1'-0" 1 1/2"X 1 1/2"X 1/8" STEEL ANGLE FRAME OF ALL WELDED CONSTRUCTION. PRIME AND PAINT SAFETY YELLOW. SECURE TO WALL W 1 112" 0 LAG SCREWS AT EACH SUPPORT. FRP TO 8' -0 "AFF. REFER TO FINISH SCHEDULE AND MOP SINK ELEVATION. REFER TO WALL CONSTRUCTION TYPES. IF WALL IS EXISTING CONSTRUCTION AND DOES NOT MEET OR EXCEED THESE REQUIREMENTS, NOTIFY THE PROFESSIONAL OF RECORD IMMEDIATELY. MOP SINK - REFER TO FLOOR PLAN AND PLUMBING PLAN FOR ADDITIONAL INFORMATION. Ate/ NOTE: TOILET ACCESSORIES ARE TENANT SUPPLIED - INCLUDING GRAB BARS, TOILET PAPER DISPENSER, MIRROR, HAND DRYER, AND SLATWALL. THE ELECTRIC HAND DRYER WILL NOT EXTEND MORE THAN 4" FROM THE WALL ON WHICH IT IS MOUNTED UNLESS IT HAS A LEADING EDGE AT OR BELOW 27 "ABOVE FINISHED FLOOR. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. CONTRACTOR SHALL FIELD VERIFY ALL EXIST PLUMBING FIXTURES AND EXIST ACCESSORIES (INCLUDING LANDLORD INSTALLED PLUMBING FIXTURES AND ACCESSORIES) COMPLY WITH PLANS AND HANDICAPPED CODES AND LAWS. CONTRACTOR SHALL VERIFY COMPLIANCE TO FLOOR PLAN, ENLARGED PLANS AND ELEVATIONS THIS SET. NOTIFY CONSTRUCTION PM WITH ANY DISCREPANCIES. CD 0 0 0 4 in AIA c� z_ LL 0 0 'l in 1 X 6 CAP WITH ALL EDGES ROUNDED AND PAINTED FOREST GREEN 314' MDO PLYWOOD (FIRE RETARDANT) ATTACHED TO EACH STUD WITH LIQUID NAIL AND FINISH NAILS CONT. 2X WD. FRAMING ATTACHED TO WALL. PAINT ALL FRAMING WHITE 2 X 4 WOOD STUDS @ 16" OC PAINT FOREST GREEN. BOTH SIDES 2 X 4 SILL LIQUID NAILED AND SHOT TO FLOOR EMPLOYEE AREA SECTION SCALE: 3/4 " =1' -0" Ate/ z I I EDGES ROUNDED PAINT LL FOREST GREEN 0 0� 0 m C9 -LINE OF COUNTER- HOLD BACK I ° MOP SINK. REFER TO o 2X FRAMING AS REQ'D FOR PLAN, INSTALLATION OF COUNTER o 4 I ° T -0" CLEAR I I I T -1 3/8" TO EDGE OF FRAMING z PROVIDE 1 X 6 CAP WITH ALL EDGES ROUNDED. PAINT FOREST GREEN. - 3 /4" MDO PLYWOOD ATTACHED TO EACH SIDE OF STUD. ATTACH WITH LIQUID NAILS AND FINISH NAILS 2" HOLE PROVIDE 314"X IT WHITE MELLAMINE SHELF WOOD CORNER GUARD. CONT 2X WD FRAME ATTACHED TO WALL PAINT FRAMING WHITE PROVIDE PREFORMED WHITE LAMINATE COUNTER TOP. —� N SECTION SEE FINISH NOTES ET A4. ROR VERTICAL MOUNTED GRAB t (PROVIDE BLOCKING IN LL AS REQ'D) GRAB BAR (PROVIDE )CKING IN WALL AS REQ'D) 0 ROLL TOILET PAPER PENSER. (TYP OF 2 PER TER CLOSET). PROVIDE )CKING IN WALL AS REQ'D. " „ "YLBASE Ate/ s U m 5" II J U ZPAINT FOREST GREEN `// �7 z II 2' -0" TO EDGE OF FRAMING REFER TO PLAN A1.1 ~ SCALE: 11/2 " =1'-0" 1 1/2"X 1 1/2"X 1/8" STEEL ANGLE FRAME OF ALL WELDED CONSTRUCTION. PRIME AND PAINT SAFETY YELLOW. SECURE TO WALL W 1 112" 0 LAG SCREWS AT EACH SUPPORT. FRP TO 8' -0 "AFF. REFER TO FINISH SCHEDULE AND MOP SINK ELEVATION. REFER TO WALL CONSTRUCTION TYPES. IF WALL IS EXISTING CONSTRUCTION AND DOES NOT MEET OR EXCEED THESE REQUIREMENTS, NOTIFY THE PROFESSIONAL OF RECORD IMMEDIATELY. MOP SINK - REFER TO FLOOR PLAN AND PLUMBING PLAN FOR ADDITIONAL INFORMATION. Ate/ NOTE: TOILET ACCESSORIES ARE TENANT SUPPLIED - INCLUDING GRAB BARS, TOILET PAPER DISPENSER, MIRROR, HAND DRYER, AND SLATWALL. THE ELECTRIC HAND DRYER WILL NOT EXTEND MORE THAN 4" FROM THE WALL ON WHICH IT IS MOUNTED UNLESS IT HAS A LEADING EDGE AT OR BELOW 27 "ABOVE FINISHED FLOOR. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. CONTRACTOR SHALL FIELD VERIFY ALL EXIST PLUMBING FIXTURES AND EXIST ACCESSORIES (INCLUDING LANDLORD INSTALLED PLUMBING FIXTURES AND ACCESSORIES) COMPLY WITH PLANS AND HANDICAPPED CODES AND LAWS. CONTRACTOR SHALL VERIFY COMPLIANCE TO FLOOR PLAN, ENLARGED PLANS AND ELEVATIONS THIS SET. NOTIFY CONSTRUCTION PM WITH ANY DISCREPANCIES. CD 0 0 0 4 in AIA c� z_ LL 0 0 'l in 1 X 6 CAP WITH ALL EDGES ROUNDED AND PAINTED FOREST GREEN 314' MDO PLYWOOD (FIRE RETARDANT) ATTACHED TO EACH STUD WITH LIQUID NAIL AND FINISH NAILS CONT. 2X WD. FRAMING ATTACHED TO WALL. PAINT ALL FRAMING WHITE 2 X 4 WOOD STUDS @ 16" OC PAINT FOREST GREEN. BOTH SIDES 2 X 4 SILL LIQUID NAILED AND SHOT TO FLOOR EMPLOYEE AREA SECTION SCALE: 3/4 " =1' -0" Ate/ SCALE: 314' =1'-0" Ate/ 1 X 6 CAP WITH ALL WALL BEYOND EDGES ROUNDED PAINT ¢o FOREST GREEN 0 0� m w 314" MDO PLYWOOD o (FIRE RETARDANT) ATTACHED TO EACH z 0 o 00 v STUD WITH LIQUID NAIL o m v 0 FOREST W oa J w AND FINISH NAILS 4a O3 cOwD cn `PAINT GREEN. m � Z W 0 m 2F v 2 X 4 WOOD STUDS o I( A1.1 @ 16" OC a 0 0 .N WOOD CORNER E '1� PAINT FOREST 4 GUARD @ ALL GREEN. d OUTSIDE CORNERS 2 X 4 SILL LIQUID t5 rn � x NAILED AND SHOT I .23 m FINISH FLOOR TO FLOOR EMPLOYEE AREA SECTION SCALE: 314' =1'-0" Ate/ ARCHITECTS, PC 1317 ExeppcutIve Blvd, Suite 200 C57�22- 28281fax(757)Ei 2-0883 a �o 0 z V JI 4 ¢o 0 0� m w o U G 0 o 00 v o m v 0 co w W oa J w cn O3 cOwD cn m � Z W 0 m 2F v sheet A1.1 0 .N 7RFC' APR 0 9 2013 E '1� t5 rn � x I .23 m ARCHITECTS, PC 1317 ExeppcutIve Blvd, Suite 200 C57�22- 28281fax(757)Ei 2-0883 a �o 0 z V JI 4 ¢o 0 0� m 0 00 v 0 co w � U' J w cn O3 cOwD cn O � Z W 0 m 2F v sheet A1.1 T'''A'FD 7RFC' APR 0 9 2013 0 0 0 N N 0(2) � D 8'-0" T � SIM 2'-0" .. 4'-0" OFFICE A I� � I I I SHELVINGABOVE I L 1 2 Ate/ I D A1.2 21/2" DIA GROMMETED HOLE AT \ COUNTER AND 15" SHELF ABOVE (TYP OF 2) PROVIDE PREFORMED COUNTER AND BACKSPLASH W/ HIGH PRESSURE WHITE LAMINATE FINISH. MOUNT TO WALL. SEE OFFICE ELEV AND DETAIL i /A1.2. ENLARGED OFFICE PLAN SCALE: 3/8" =14" v PROVIDE CONT 2X WDLEDGER - ATTACH TO ADJACENT WALL @ 8" OC MAX. 4 A1.2 NI-1/ — SAFE (TENANT SUPPLIED) BOLT TO FLOOR 0 Ate/ IVA1 O BULLETIN BOARD (TENANT SUPPLIED) - MOUNT ABOVE CLIPBOARD RACK. CLIPBOARD RACK - SEE DETAIL A/A1.2. PROVIDE 2X WD CENTER SUPPORT 2 A1.2 - - - - -- - - -i r METAL FILE METAL FILE CABINET CABINET - ------------ LINE LINE OF COUNTER ABOVE -HOLD BACK 2X FRAMING AS REQ'D FOR INSTALLATION OF COUNTER 2X4 WD. SUPPORT A EQ EQ A DETAIL SCALE: 1 112" =1'-0" N OFFICE ELEVATION SCALE: 3/8" =1' -0" 91Q9Y Ate/ LINE OF ADJACENT (TYP) PROVIDE 2X ENDCAP SU POF (EA SIDE Ty ) - ATTACH @ 8 OC MAX. NOTE: SHELF FRAN ING ABOVE SHAI L BE SIMILAR - SE ELEVATION. Ate/ PAINT YELLOW. 1X4 POPLAR WOOD 8.4. TRIM - PAINT WHITE. PROVIDE NOTCH TRIM AS 1X4 POPLAR REQ'D FOR GONDOLA- WOOD TRIM - T -6 "(H) x 2' -6 "(W) 3/4" PLYWOOD PAINT WHITE. ONE WAY VISION STATE & NATIONAL CODES AND STANDARDS MIRROR GLASS ONE WAY (TEMPERED) VISION WHITE FRP MIRROR OUTSIDE CORNER, — GLASS 2X FIRE TREATED WOOD BLOCKING (TEMPERED) ALMOND FRP SLATWALL FINISH — VINYL BASE VINYL BASE OFFICE ELEVAT AA11.2 SCALE: 3/8" =1 A" PROVIDE S /4"X WHITE MELAMINE SHELF 21 /2" HOLE WITH GROMMENT. SEE ELEVATION FOR ADDITIONAL REQUIREMENTS CONT 2X WD FRAME ATTACHED TU WALL PAINT FRAMING WHITE PROVIDE PREFORMED WHITE LAMINATE COUNTER TOP WITH BACKSPLASH 2X4 WD SUPPORT FRAME -- PAINT ALL FRAMING WHITE. - ATTACH FRAME TO ADJACENT WALL z PROVIDE VERT 2X WD FRAME SUPPORTAT CENTER OF COUNTER, ATTACH FRAME TO SLAB SECTION SCALE: 1 1/2" =1' -0" 1 -GANG BOX WITH 2" CONDUIT FOR SECURITY LAN CABLES 1 -GANG BOX WITH 2" CONDUIT FOR STORE LAN CABLES T -6 "(H) x 2' -6 "(W) 3/4" PLYWOOD BACKBOARD INSTALLED BY CONTRACTOR. TOP OF BOARD AT 8' -0" AFF. PAINT WHITE - _ NOTE: EQUIPMENT RACK, SUPPLIED & INSTALLED BY TENANT'S DATA CONTRACTOR 1 -GANG BOX WITH 1" CONDUIT FOR DIAL BACK -UP & DSL CABLES 4' -0" - o 1 -GANG BOX WITH 1" CONDUIT FOR PC, PHONE & DATA CABLES — Q A1.2 Ate/ 1' -10" 1' -6" CORNERS) 1X4 POPLAR WD TRIM - PAINT WHITE. ONE -WAY VISION TEMPERED MIRROR GLASS HEAD/ JAMB DETAIL SCALE: 11/2" -1'-0" A1. ° W DUPLEX RECEPTACLE (IG5362) WITH o ISOLATED GROUND, DEDICATED CIRCUIT (TYP OF 3) NOTE: ALL CONDUIT SHALL BE INSTALLED INSIDE WALL TO EXTEND 6" ABOVE SALES FLOOR CEILING. ALL CONDUIT STUBS SHALL BE FINISHED WITH CONNECTOR /BUSHING AND HAVE PULL STRINGS INSTALLED. ALL CONDUIT SHALL BE 314" UNLESS OTHERWISE NOTED. ALL CONDUIT & BOXES ARE DIMENSIONED TO CENTERLINE. CONTRACTOR SHALL LABEL TOP OF CONDUIT TO MATCH LABELS ON JACKS /JUNCTIONS BELOW. OFFICE ELEVATION SCALE: 3/8" =1' -0" ELECTRICAL AND DATA 5' -4" ADJUST LENGTH TO PROVIDE FASTENING TO EACH INTERMEDIATE STUD. ; CLIP BOARD TYP LL N 1X3 PINE TRIM PAINT WHITE. #8 ROUND HEAD SCREWS 1 1 /2" LONG TYP CLIPBOARD RACK ELEVATION SCALE: 3/4" = 1'-0" A1.2 1 -GANG BOX WITH 1 -1/2" CONDUIT 8.4. �o PROVIDE BACKBOARD WITH #12 AWG (SOLID) COPPER CORNER WIRE CONNECTED TO BUILDING GROUNDING T -6 "(H) x 2' -6 "(W) 3/4" PLYWOOD BEAD BACKBOARID INSTALLED BY STATE & NATIONAL CODES AND STANDARDS CONTRACTOR. TOP OF BOARD DUPLEX RECEPTACLE (IG5362) WITH 1X4 POPLAR WD TRIM - PAINT OFFICE I PAINT WHITE. INTERIOR 2X FIRE TREATED WOOD BLOCKING WHITE. PAINT YELLOW. Q ONE LAYER 5/8" GWB EACH SIDE ON OFFICE PAGING VOLUME CONTROL 3 5/8" (20 GA) METAL STUDS AT 16" OC. OFFICE I SALES AREA JUNCTION BOX FOR EMS OVERRIDE 2X FIRE TREATED WOOD BLOCKING WOOD TRIM - 6' -5" PAINT WHITE. & SALES FLOOR LIGHTING SWITCH "? (MITER 6-0" LONG PLUG MOLD WITH (2) DEDICATED CORNERS) 1X4 POPLAR WD TRIM - PAINT WHITE. ONE -WAY VISION TEMPERED MIRROR GLASS HEAD/ JAMB DETAIL SCALE: 11/2" -1'-0" A1. ° W DUPLEX RECEPTACLE (IG5362) WITH o ISOLATED GROUND, DEDICATED CIRCUIT (TYP OF 3) NOTE: ALL CONDUIT SHALL BE INSTALLED INSIDE WALL TO EXTEND 6" ABOVE SALES FLOOR CEILING. ALL CONDUIT STUBS SHALL BE FINISHED WITH CONNECTOR /BUSHING AND HAVE PULL STRINGS INSTALLED. ALL CONDUIT SHALL BE 314" UNLESS OTHERWISE NOTED. ALL CONDUIT & BOXES ARE DIMENSIONED TO CENTERLINE. CONTRACTOR SHALL LABEL TOP OF CONDUIT TO MATCH LABELS ON JACKS /JUNCTIONS BELOW. OFFICE ELEVATION SCALE: 3/8" =1' -0" ELECTRICAL AND DATA 5' -4" ADJUST LENGTH TO PROVIDE FASTENING TO EACH INTERMEDIATE STUD. ; CLIP BOARD TYP LL N 1X3 PINE TRIM PAINT WHITE. #8 ROUND HEAD SCREWS 1 1 /2" LONG TYP CLIPBOARD RACK ELEVATION SCALE: 3/4" = 1'-0" A1.2 1 -GANG BOX WITH 1 -1/2" CONDUIT FOR STORE PAGING CABLES �o GROUNDING BUS BAR 1" FROM RIGHT EDGE OF BACKBOARD WITH #12 AWG (SOLID) COPPER WIRE CONNECTED TO BUILDING GROUNDING T -6 "(H) x 2' -6 "(W) 3/4" PLYWOOD SYSTEM. INSTALL IN ACCORDANCE WITH LOCAL, BACKBOARID INSTALLED BY STATE & NATIONAL CODES AND STANDARDS CONTRACTOR. TOP OF BOARD DUPLEX RECEPTACLE (IG5362) WITH AT F -0" AFP. PAINT WHITE ISOLATED DEDICATED CIRCUIT 1 -GANG BOX WITH 3/4" CONDUIT FOR PAGING PHONE. 1 -GANG BOX WITH 314" CONDUIT FOR Q 00 OFFICE PAGING VOLUME CONTROL U J JUNCTION BOX FOR EMS OVERRIDE W & SALES FLOOR LIGHTING SWITCH "? 6-0" LONG PLUG MOLD WITH (2) DEDICATED ° T 0- m o w ' Z w g 3/4" SLATWALL ON GWB PROVIDE FRP OUTSIDE CORNER - WHITE. 5/8" GWB - PAINT YELLOW, DETAIL SCALE: 11/2" = 14" A1.. TOP OF SLATWALL PROVIDE 10" WIDE 3/4" WHITE MELAMINE SHELF, SUPPORT W/ SHELF BRACKETS. PROVIDE 10" WIDE 3/4" WHITE MELAMINE SHELF. SUPPORT W/ SHELF BRACKETS. (CUT 30" OFF TOTAL & OFFSET SHELF TO RIGHT). PROVIDE (1) 15" DEEP 3/4" WHITE MELAMINE SHELF SUPPORT WITH 2X4 WOOD CONSTRUCTION. PROVIDE (2) 2 1/2" DIA HOLES W/ GROMMETS FOR PRINTER & CCTV, (1) AT EACH END DIRECTLY ABOVE HOLES IN COUNTER. SEE ENLARGED OFFICE PLAN. CIRCUITS (CENTERED & MIN OF 8 RECEPT) 2X SUPPORT FRAMING ATTACHED TO WALL. #ACKS/JUNCTION�,S : CONTRACOR SHALL LABEL ALL PHONE AS PER ELEVATION. 2 -112" DIA HOLE W/ GROMMET (TYP OF 2) NOTE: ALL FACEPLATES FOR LOW VOLTAGE WIRING WILL BE PROVIDED BY TENANT'S PRE - FORMED WHITE LAMINATE DATA CONTRACTOR. COUNTER - SUPPORT WITH 2X4 4" VINYL COVE BASE WOOD CONSTRUCTION. FILE CABINETS (SUPPLIED BY TENANT) (3) 2X4 WD SUPPORT LEGS AT FRONT, CENTER AND WALL. REFER TO SECTION. 2X4 WD SILL SHOT TO FLOOR. FINISHES, SHELVING AND CONSTRUCTION Ate/ ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622- 2828/fax(757)622 -6883 s � �o C ci O Q 00 U J w W O a ° T 0- zo w a ' Z w g CSI Z °z a � C6 a O� Z i wo U m C 2 o � a a Y_ 'y 2 sheet A1.2 E U r U w � w a U a $ a a v ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622- 2828/fax(757)622 -6883 s � �o ci 00 J w W O ° 00 0- zo w � ' Z w g CSI Z °z a � C6 O� Z i wo U m C o � a a sheet A1.2 NOTE: 1. THE ELECTRICIAN SHALL INSTALL ADDITIONAL WIRE TIE SUPPORTS FROM THE CEILING GRID TO THE STRUCTURE ABOVE FOR SUPPORT OF THE LIGHT FIXTURES CLIPPED ON THE GRID. NOTE: 2. LIGHT FIXTURES, SECURITY CAMERA DOMES, AND MIRROR PANELS (ION) ARE TENANT SUPPLIED. NnTF 3 MOUNT LIGHTS 10' -0 AFF IN STOCKROOM. REFLECTED CEILING LEGEND z 0 2'- 0 "X4' -0" ACOUSTICAL CEILING TILE AND p CEILING OCCUPANCY SENSOR � GRID - SEE FINISH NOTE 4. GWB - PAINT WHITE UNLESS OTHERWISE NOTED. ® EXIT LIGHT 0 OSCD SECURITY CAMERA DOME Q O 8' -0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON NIGHT NL LIGHT CIRCUIT. SURFACE MOUNT TO GWB AND ACT CEILING. U �sCD SECURITY CAMERA DOME M DON WALL @ 10'4- AFF. d ® 8' -0" STRIP FLUORESCENT LIGHT FIXTURE. SURFACE � v MOUNT TO GWB AND ACT CEILING. ® VENTILATION FAN d 8' -0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS w a EM ON EMERGENCY LIGHT CIRCUIT WITH BATTERY PACK. CEILING HEIGHT ABOVE FIN SH FLOOR SURFACE MOUNT TO GWB AND ACT CEILING. FOR MIRROR PANEL IV FIXTURES WITH 4 LAMPS, THE EMERGENCY BATTERY z Z v g PACK WILL ONLY OPERATE 2 OF THE LAMPS. a f1 O 4' -0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON ® DIFFUSER NL NIGHT LIGHT CIRCUIT. SURFACE MOUNT TO TO GWB AND ACT � J gE) Q = 0 CEILING. Z RETURN AIR GRILLE Y f� 4' -0" STRIP FLUORESCENT LIGHT FIXTURE. SURFACE � � > MOUNT TO ACT AND GWB CEILING. SPRINKLER HEAD (SHOWN FOR INFORMATIONAL R PURPOSES ONLY. SPRINKLER CONTRACTOR SHALL O 4' -0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON d PREPARE DRAWINGS AS RE UIRED BY CODE FOR EM EMERGENCY LIGHT CIRCUIT WITH BATTERY PACK. SURFACE m RELOCATION OR ADDITION OF HEADS.) MOUNT TO TO GWB AND ACT CEILING. POWER POLE sheet 12 GA BRACING WIRE SPLAYED IN FOUR 38" (20 GAGE) METAL STUD STRUT STARTING DIRECTIONS 90° APART @ 12'4" OC NOT MORE THAN 6' -0" FROM TWO ADJACENT EACH WAY WI MIN 4 TIGHT TURNS IN 1 112" BOTH ENDS OF WIRE (TYP OF 4) WALLS & 6' -0" FROM SEISMIC SEPARATION JOINT & 12' -0" OC IN ALL DIRECTION, TYP. WITHIN 6-0" OF WALL 12 GA VERT WIRE HANGERS 4-0" OC EACH WAY W1 MIN 3 TIGHT TURNS IN 11/2" BOTH \ ENDS OF WIRE. WALL MAIN RUNNER vo � CROSSTEES CEILING PANELS TYP 2p PROVIDE HEAVY DUTY T -BAR GRID SYSTEM SIMILAR TO ARMSTRONG PRELUDE XL, 2" (MAX) FROM BRACING ITEM 7301. WIRES TO CROSS RUNNERS SUSPENDED CEILING DETAIL SCALE: 3/8" =1' -0" A2 REFLECTED CEILING PLAN SCALE: GENERAL NOTES: 1) CONTRACTOR SHALL VERIFY CEILING IS BRACED PER THE ABOVE DETAIL AND NOTIFY ARCHITECT IF VARIES. 2) SUSPENDED CEILING SYSTEM SHALL BE IN CONFORMANCE WITH ASTM STANDARD C635 AND'0636, ASCE 7 SECTION 13.5.6, AND CISCA. CEILING NOTES: 1) HANGERS SHALL BE SADDLE TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. LOWER ENDS OF FLAT HANGERS SHALL BE BOLTED WITH 318" BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER. 2) ALL 8' -0" LONG STRIP SURFACE MOUNTED FIXTURES: PROVIDE 3 EA (12 GA) SUPPORT WIRES W13 FULL WRAPS MIN PER FIXTURE, PROVIDE ONE WIRE AT EACH END AND ONE AT THE CENTER OF EACH FIXTURE. 3) ALL T BAR AND FIXTURE SUPPORT WIRES WILL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FINAL FIXTURE TIE CONNECTIONS AND GRID ATTACHMENTS AS INDICATED. 8" 4' -0" MAX 8" WALL � WALL WIRE HANGER TYP 4 PERIMETER WALL MOLDING SHALL HAVE MIN 2" HORIZ LEG AND BE SECURED TO WALL - SEE NOTES. WALL MOLDING AT OPPOSITE WALL SHALL HAVE 314" GAP AND FREE TO SLIDE - SE-E NOTES. 4) PERIMETER CLOSURE ANGLES (WALL MOLDING) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIPE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL BE 314" CLR FROM THE WALL AND FREE TO SLIDE. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS WITH POP RIVETS PR EQUAL). PROJECT NORTH ATTACHED I UNATTACHED TYPICAL WALL MOLDING DETAIL SCALE: 3 " =1' -0" m NOTE: 1. CONTRACTOR SHALL INSTALL SEISMIC BRACING AS SHOWN. ANY DEVIATION FROM DESIGN TO'EQUAL' SYSTEM SHALL REQUIRE PRIOR APPROVAL OF DOLLAR TREE CONSTRUCTION PM, ARCHITECT, AND CODE COMPLIANCE JURISDICTION. REQUEST FOR DEVIATION SHALL BE SUBMITTED IN FORM OF SHOP DRAWINGS WITH ALL ACCOMPANYING SPECIFICATION SHEETS. CONTRACTOR SHALL DETERMINE AND COMPLY WITH ALL REQUIRED INSPECTIONS AND APPROVAL OF CEILING SYSTEM APPLICATION. r ono PER IBC 20071621.2.5.2.2 #4 PROVIDE EVERY 2,500 SF. TYPICAL SEISMIC SEPARATION JOINT SCALE: 3 " =1' -0" ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 1 fax (757)622-6883 z 0 � z w w 0 Q U d J � v W w a 0 ° d z IV z Z v g a f1 o z 0 z � J gE) Q = 0 Q W Y w w � � > Z E E R rn U � d o m sheet A2 y m U w N C rn v C 3 U Y 0 t ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 1 fax (757)622-6883 z 0 � z w w q� AMti J � Q W w 0 ° z IV z Z v g a f1 o z J z � J gE) Q = ° Q W w w � � O O Z W K rn U � d o m sheet A2 (V GRAPHICS TENANT SUPPLIED.i PAINT YELLOW. —)�, BALLOON CORRAL SLATWALL TO 8' -0" AFF BEHIND BALLOON CEN `PROVIDE 1X4 WOOD TRIM AT EDGES PAINTED PAINT YELLOW. L PROVIDE VINYL BASE ON WALL SURFACES NOT COVERED BY GONDOLA UNITS (TYP). INTERIOR ELEVATION SCALE: 1/4" =1' -0" PAINT BALLOON CENTER SLATWALL TO 8' -0" AFF. PROVIDE 1X4 WOOD TRIM AT EDGES PAINTED WHITE. (TYP) A3 D FRP TO 4' -0" AFF ON VINYL BASE NOT COVERED BY LA UNITS (TYP.) IlQkli! III Will JlFIL"I - - - - -- — ---- - - - - -- ztMEF £ "°r VTOP OF PERIMETER WALL WALL SURFACE AREAS NOT " ° "LY GONDOLA (TYP). COVERED BY GONDOLA UNITS q SHALL BE PAINTED YELLOW. Go } °I. I. VINYL �I I� VINYL BASE — ALMOND FRP TO 4' -0" AFF ON AREAS NOT COVERED BY GONDOLA UNITS (TYP.) PARTIAL INTERIOR ELEVATION SCALE: 1/4" =1' -0" WALL SURFACE AREAS NOT COVERED BY GONDOLA UNITS SHALL BE PAINTED YELLOW. A3 WALLBEYOND WALL SURFACES COVERED BY FREEZERS AND COOLERS SHALL NOT BE PAINTED TENANT f _ EMPLOYEES EM ONLY O FREEZER /COOLER ° "LY "LY OPEN 2X4 HORIZONTAL WD BLOCKING EXTENDS TO PROTECTIVE COVER P -ATE - FARTHEST OUTER EDGE OF LAST GONDOLA SEE DOOR NOTE 2, SH ET A4. (REFER TO TENANT'S FIXTURE PLAN.) ALMOND FRP TO 4' -0" AFF ON AREAS NOT COVERED BY GONDOLA UNITS (TYP.) INTERIOR ELEVATION c SCALE: 114" =1' -0" 166' -7" 1 J_ f- I I 166' -7" WALLBEYOND PAINT YELLOW. 2X4 HORIZONTAL WD BLOCKING EXTENDS TO FARTHEST OUTER EDGE OF LAST GONDOLA (REFER TO TENANT'S FIXTURE PLAN.) PARTIAL INTERIOR ELEVATION SCALR: 1/4" = V -0" GRAPHICS TENANT SUPPLIED WALLBEYOND 'w w Z WALL SURFACE AREAS NOT COVERED BY GONDOLA UNITS \ SHALL BE PAINTED YELLOW. I 2X4 HORIZONTAL WD BLOCKING EXTENDS TO FARTHEST OUTER EDGE OF LAST GONDOLA (REFER TO TENANT'S FIXTURE PLAN.) TOP OF PERIMETER WALL GONDOLA (TYP). - - -- ------ - - -1 -- - -- - - - - - -- WALL SURFACE AREAS NOT COVERED BY GONDOLA UNITS SHALL BE PAINTED YELLOW. PROVIDE VINYL BASE ON WALL SURFACES NOT COVERED BY GONDOLA UNITS (TYP). PAINT YELLOW. GRAPHICS TENANT SUPPLIED 167' -2" 2X4 HORIZONTAL WD BLOCKING EXTENDS TO FARTHEST OUTER EDGE OF LAST GONDOLA (REFER TO TENANT'S FIXTURE PLAN.) J W CD w Z J x QI 16T -2" PAINT YELLOW SLATWALL VINYL BASE GRAPHICS TENANT II!I WALL SURFACE AREAS NOT COVERED BY GONDOLA UNITS SHALL BE PAINTED YELLOW. PARTIAL INTERIOR ELEVATION SCALE=: 1/4" = l' -0" --- ' - - - -- - - - -- - - - - -- -- - o w z TOP OF PERIMETER WALL WALL SURFACE AREAS NOT GONDOLA (TYP). COVERED BY GONDOLA UNITS SHALL BE PAINTED YELLOW. EXIST CONC BASE PARTIAL INTERIOR ELEVATION SCALE: 114" =1' -0" A3 2X4 HORIZONTAL WD BLOCKING EXTENDS TO FARTHEST OUTER EDGE OF LAST GONDOLA (REFER TO TENANT'S FIXTURE PLAN.) 2X4 HORIZONTAL WD BLOCKING EXTENDS TO FARTHEST OUTER EDGE OF LAST GONDOLA (REFER TO TENANT'S FIXTURE PLAN.) Q y d a T v a y C O Y_ y E i m y a U U O a a d d a�i rn 3 Yi (6 U1 L RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 1 fax (757)622-6883 ' k o - - - - -- - - -- - -1 - -- -- 0 L a 00 cli n1) � J w I — IJJ 0 J Z � O F J L PROVIDE VINYL BASE ON WALL SURFACES NOT COVERED BY GONDOLA UNITS (TYP). INTERIOR ELEVATION SCALE: 1/4" =1' -0" PAINT BALLOON CENTER SLATWALL TO 8' -0" AFF. PROVIDE 1X4 WOOD TRIM AT EDGES PAINTED WHITE. (TYP) A3 D FRP TO 4' -0" AFF ON VINYL BASE NOT COVERED BY LA UNITS (TYP.) IlQkli! III Will JlFIL"I - - - - -- — ---- - - - - -- ztMEF £ "°r VTOP OF PERIMETER WALL WALL SURFACE AREAS NOT " ° "LY GONDOLA (TYP). COVERED BY GONDOLA UNITS q SHALL BE PAINTED YELLOW. Go } °I. I. VINYL �I I� VINYL BASE — ALMOND FRP TO 4' -0" AFF ON AREAS NOT COVERED BY GONDOLA UNITS (TYP.) PARTIAL INTERIOR ELEVATION SCALE: 1/4" =1' -0" WALL SURFACE AREAS NOT COVERED BY GONDOLA UNITS SHALL BE PAINTED YELLOW. A3 WALLBEYOND WALL SURFACES COVERED BY FREEZERS AND COOLERS SHALL NOT BE PAINTED TENANT f _ EMPLOYEES EM ONLY O FREEZER /COOLER ° "LY "LY OPEN 2X4 HORIZONTAL WD BLOCKING EXTENDS TO PROTECTIVE COVER P -ATE - FARTHEST OUTER EDGE OF LAST GONDOLA SEE DOOR NOTE 2, SH ET A4. (REFER TO TENANT'S FIXTURE PLAN.) ALMOND FRP TO 4' -0" AFF ON AREAS NOT COVERED BY GONDOLA UNITS (TYP.) INTERIOR ELEVATION c SCALE: 114" =1' -0" 166' -7" 1 J_ f- I I 166' -7" WALLBEYOND PAINT YELLOW. 2X4 HORIZONTAL WD BLOCKING EXTENDS TO FARTHEST OUTER EDGE OF LAST GONDOLA (REFER TO TENANT'S FIXTURE PLAN.) PARTIAL INTERIOR ELEVATION SCALR: 1/4" = V -0" GRAPHICS TENANT SUPPLIED WALLBEYOND 'w w Z WALL SURFACE AREAS NOT COVERED BY GONDOLA UNITS \ SHALL BE PAINTED YELLOW. I 2X4 HORIZONTAL WD BLOCKING EXTENDS TO FARTHEST OUTER EDGE OF LAST GONDOLA (REFER TO TENANT'S FIXTURE PLAN.) TOP OF PERIMETER WALL GONDOLA (TYP). - - -- ------ - - -1 -- - -- - - - - - -- WALL SURFACE AREAS NOT COVERED BY GONDOLA UNITS SHALL BE PAINTED YELLOW. PROVIDE VINYL BASE ON WALL SURFACES NOT COVERED BY GONDOLA UNITS (TYP). PAINT YELLOW. GRAPHICS TENANT SUPPLIED 167' -2" 2X4 HORIZONTAL WD BLOCKING EXTENDS TO FARTHEST OUTER EDGE OF LAST GONDOLA (REFER TO TENANT'S FIXTURE PLAN.) J W CD w Z J x QI 16T -2" PAINT YELLOW SLATWALL VINYL BASE GRAPHICS TENANT II!I WALL SURFACE AREAS NOT COVERED BY GONDOLA UNITS SHALL BE PAINTED YELLOW. PARTIAL INTERIOR ELEVATION SCALE=: 1/4" = l' -0" --- ' - - - -- - - - -- - - - - -- -- - o w z TOP OF PERIMETER WALL WALL SURFACE AREAS NOT GONDOLA (TYP). COVERED BY GONDOLA UNITS SHALL BE PAINTED YELLOW. EXIST CONC BASE PARTIAL INTERIOR ELEVATION SCALE: 114" =1' -0" A3 2X4 HORIZONTAL WD BLOCKING EXTENDS TO FARTHEST OUTER EDGE OF LAST GONDOLA (REFER TO TENANT'S FIXTURE PLAN.) 2X4 HORIZONTAL WD BLOCKING EXTENDS TO FARTHEST OUTER EDGE OF LAST GONDOLA (REFER TO TENANT'S FIXTURE PLAN.) Q y d a T v a y C O Y_ y E i m y a U U O a a d d a�i rn 3 Yi (6 U1 L RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 1 fax (757)622-6883 ' k o � z 0 L a 00 cli n1) � J w IJJ 0 J Z � O F J Z J = Q fn � Z U) > _ J Z } W w U m C d m o sheet A3 AREA OF EXTERIOR SIGNAGE - REFER TO SIGN MANUFACTURER'S DRAWINGS FOR DETAILS. — r— — — — — — — — — — — — — — — — — — I L ------------------ I J EXTERIOR ELEVATION SCALE: 1/4" = 1' -0" ICI EXTERIOR ELEVATION SCALE: 1/4" = 1' -0" A3.1 N1—/ `EXIST PAINTED BRICK A3.1 \1-101 ACCESSIBILITY DECAL AT STOREFRONT ENTRANCE SCALE: 1/2 " =1' -0" r. -EXIST ALUMINUM STOREFRONT SYSTEM AND GLAZING TO REMAIN. "x 5" ENTRANCE ACCES IBILITY ECAL TENANT SUPPLIE D. DECAL HALL BE MOUNTED TO HE RIGHT iF THE MAIN ENTRANCE TOREFRONT DOOR (DO NOT IOUNT NEXT TO EXIT DOORS). 0 Q AREA AT AN ANGLE r. -EXIST ALUMINUM STOREFRONT SYSTEM AND GLAZING TO REMAIN. "x 5" ENTRANCE ACCES IBILITY ECAL TENANT SUPPLIE D. DECAL HALL BE MOUNTED TO HE RIGHT iF THE MAIN ENTRANCE TOREFRONT DOOR (DO NOT IOUNT NEXT TO EXIT DOORS). NOTE: IF HARD SURFAi EXIST NEXT TO STOREFRONT ENTRAN DOOR,CONTRACTOR SHALL SUPPLY AND INSTALL BACKER FOR DECAL TO ADHERE TO AND ATTACH T HARD SURFACE AS R QUIRE D A3.1 C 3.1 v NOTE: SIGNS, LOCATION, NUMBER AND SIZE ARE NOT APPROVED UNDER THIS BUILDING PERMIT. A SEPARATE SIGN LOCATION PERMIT IS REQUIRED FOR EACH SIGN. NOTES: CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY AND ALL PREVIOUS TENANT'S EXTERIOR SIGNAGE LEFT BEHIND. ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISED DISTURBED BY REMOVAL OF PREVIOUS TENANT SIGNAGE SHALL BE PATCHED OR REPAIRED AND PAINTED TO MATCH EXISTING ADJACENT MATERIALS SO THAT THE REPAIR IS IMPERCEPTIBLE. CONTRACTORS SHALL NOT INCLUDE THIS SCOPE OF WORK IN THEIR BID AND WILL BE HANDLED VIA CHANGE ORDER AFTER SITE EVALUATION IS DONE BY WINNING BIDDER. CONTRACTOR SHALL FORWARD THE EVALUATION AND PRICE QUOTE TO THE CONSTRUCTION PM FOR APPROVAL PRIOR TO PERFORMING ANY AND ALL WORK. 6,4„ PROVIDE STOREFRONT DOORS AND THRESHOLD TO MATCH EXISTING. INSTALL PER MANUFACTURER'S PUBLISHED STANDARDS. ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesa ake, VA 23320 (757)622 rfax(757)622 -6883 �0S y �O O "t m I � J w W Q v IQy 0-0 I� l� I J Z OCY O OZ > w m U C a' 3 o m n -`o sheet A3.1 0 Q U N a n N a w C O Y N 9) ti U U O d _ a d a U ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesa ake, VA 23320 (757)622 rfax(757)622 -6883 �0S y �O O "t m I � J w W Q v IQy 0-0 I� l� I J Z OCY O OZ > w m U C a' 3 o m n -`o sheet A3.1 6" X 9" PLAQUE W/ 4" HANDICAPPED PICTOGRAM, 3/4" COPY, GRADE II BRAILLE. MOUNT ON WALL @ 60" OC AFF 8" MAX FROM THE STRIKE SIDE DOOR JAMB. Ftllc SIGNAGE ELEVATION SCALE: NTS A4 ROOF STRUCTURE HANGER WIRES. INSTALL PER MANUF SPECS. 2'X4' ACCOUSTICAL CEILING TILES AND GRID INSTALL PER MANUF SPECS. REFER TO REFLECTED CEILING PLAN FOR GRID LAYOUT. SHEET A2 - AFF WATER RESISTANT GWB y ON METAL STUDS. REFER TO 4� SHEET Al FOR WALL TYPES. HILTI X -U (.157" 0) SHOT PINS WI 1 1 /4" EMBED INTO THE SLAB TOILET HALLWAY @ 4' OC & 4" OFF EACH END OF INDIVIDUAL PIECE OF TRACK, TYP. 4� AIR OF DOOR -r( F APPLICABLE 8' -0 "AFF I IIII ATTACHED WITH (2)412 TEK SCREWS AT EACH STUD. GWB ON METAL STUDS. REFER TO SHEET Al FOR WALL TYPES. BASE. REFER TO FINISH SCHEDULE, SHEET A4 (TYP.) NOTE: 1. REFER TO FINISH SCHEDULE FOR ALL FINISHES, SHEET 4 CEILING DETAIL @TOILET/HALLWAY TYP R SCALE: 1112 " =1'-0" A4 SCALE: 2X4 SHELVING UNITS BOLTED TOGETHER. (2 SHOWN- REFER TO PLAN FOR QUANTITY) SAFETY CHAIN - SUPPLIED WITH STORAGE SYSTEM. 00 TANKS, REFER TO I FLOOR PLAN FOR LOCATION �I � I I T 1i � � I L L,I 11 I I i T I i I I I 1 1 11 11 1 I - -*= 7 NOTE: TENANT SUPPLIED /CONTRACTOR INSTALLED 5/8" WOOD SHELF (TYP) WOOD BLOCKING BEYOND FOR 2X4 SHELVING TO BE SECURED TO WALL. SCREW PLACEMENT AT 16" OC TYP. GC SHALL SCREW SHELVING UNITS TO 2x4 WOOD BLOCKING. HELIUM TANK STORAGE RACK GALVANIZED STEEL PLATE ELEVATION 2X4 STOCKROOM SHELVING AND HELIUM TANK STORAGE RACK SCALE: 3/4" =1' -0" NOTE: 1. CHECKOUTS ARE TENANT SUPPLIED. 2. CHECKOUT AISLES SHALL COMPLY WITH 2009 INTERNATIONAL BUILDING CODE SECTION 1109.11.2 (PROVIDE 2 when 5 or more) 3. PROVIDE SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN BLUE AND WHITE ABOVE THE CHECKOUT AISLE IN THE SAME LOCATION AS THE CHECKOUT NUMBER OR TYPE OF CHECKOUT IDENTIFICATION. ADJUSTABLE BAG -DECK SCANNER CLEAN -OUT SLOT ADA CHECKWRITER � w z of W d a BAG -RACK ADAPTER ELEC.EYES 21 "X 54" EXP. KEYBOARD 6 9_24" DECK 7 "X20" PRINTER CHECKWRR ITERJ PLATFORM ADA CHECKWRITER TYPICAL CHECKOUT SCALE: NOT TO SCALE _ x o in 0 U 16 "x 16" REMOVABLE PANEL w/ TWIST LOCKS 2 -1/4" X 12 -1/4" POWER POLE ACCESS HOLE - KEYBOARD DECK - BELT CLEAN - OUT TRAY - SLIDE OUT TCU SHELF CASH DRAWER MAGNETS ATTACHED TO DOOR FRAME AND DOOR. LOW VOLTAGE WIRE MTD WITH WIRE CLIPS TIGHT TO DOORFRAME. ACTIVE DOOR 6„ DETACHED ALARM SYSTEM (NON - DELAYED ALARM) ff • SUPPLIED WITH LOW VOLTAGE WIRE AND DOOR MAGNETS. SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR. - - PANIC BAR DEVICE. SUPPLIED BY TENANT AND INSTALLED v CONTRACTOR. DOOR ALARM MOUNTING DETAIL L I I I 2 A4 POWER POLE CALIFORNIA ADA SIGNAGE PLATFORM N ADJUSTABLE BAGWELL DBCK OPENSTORAGE HINGED PANEL w/ FASTENPR FOR ELECTRICAL ACCESS BACKER ROD AND FINISH SCHEDULE SPACES FLOORS BASES WALLS CEILING NOTES SALES ENTRY CARPET TILE / LVT 4" VINYL GWB -PAINT YELLOW / FRP ACT 1,2,4,5,6,9,11,12 STOCKROOM CONCRETE - - -- EXISTING - 8,11 OFFICE LVT 4" VINYL G . B -PAINT WHITE PRESSURE LAMINATE FINISH. MOUNT TO WALLS. FILING 1,2,5,6,9,10,12 TOILET SHEET VINYL 6" SHEET VINYL RP /EXIST FRP GWB 3,5,6,7,9,11 HALLWAY LVT 4" VINYL I GWB -PAINT WHITE / FRP ACT 2,4,6,11,12 T -0" STOCKROOM BEHIND MOP SINK ONLY„ IN HALLWAY BEHIND CORLON "PORCELAIN" #88724 OR EQUAL. SOLID CORE WD* DRINKING FOUNTAIN ONLY.) FRP ON SALES FLOOR (WHERE SHEET VINYL BASE: BY INTREGAL, 3/8" RADIUS, 6" HIGH DOOR, FRAME AND HINGES ARE EXISTING. NOTED ON PLANS /ELEVATIONS) SHALL. BE ALMOND COLOR COVED BASE W/ COVE STICK AND EXTRUDED ALUMINUM CAP 5,6 WITH "J " CHANNEL TRIM CAP AND "H" CHANNEL PANEL TRIM. FINISH NOTES 1. CARPET TILE: MANUFACTURED BY INTERFACE FLOORING 7. PAINT TOILET ROOM EXTERIOR WALL$ WHITE. SYSTEMS AND TENANT SUPPLIED. INSTALL TILES QUARTER 8. EXIST CONCRETE FLOOR TO REMAIN. PATCH AND REPAIR AS TURNED AND PER TENANT'S CRITERIA. W REQUIRED TO PROVIDE SMOOTH SURFACE. FIELD TILE: JUNGLE GREEN #3040 9. SLATWALL TENANT SUPPLIED SHALL BE INSTALLED BY THE ENTRY TILE: DECO RIB, STYLE #678609900. SILL CONTRACTOR. ALL OTHER FINISHES SHALL BE PROVIDED AND CONTRACTOR SHALL PREPARE FLOOR SURFACE AND 6' -8" INSTALLED BY CONTRACTOR. COORDINATE CARPET INSTALLATION W/ CARPET INSTALLER. 10. PROVIDE PREFORMED COUNTER WITH WHITE HIGH - CONTRASTING BACKGROUND. PRESSURE LAMINATE FINISH. MOUNT TO WALLS. FILING 2. VINYL COVE BASE: COLOR - BLACK. (VINYL BASE ONLY ON 200 CABINETS PROVIDED BY TENANT. SEE ENLARGED OFFICE EXPOSED WALLS NOT COVERED BY GONDOLAS IN SALES 1314" PLAN AND OFFICE ELEVATION. AREA.) 11. F R P (FIBERGLASS REINFORCED PANEL): IN TOILET ROOM 3. SHEET VINYL: CLASSIC CORLON SERIES 200B FROM FLOOR TO 8' -0" AFF SHALL BE WHITE" COLOR (IN MANUFACTURED BY ARMSTRONG - CONNECTION T -0" STOCKROOM BEHIND MOP SINK ONLY„ IN HALLWAY BEHIND CORLON "PORCELAIN" #88724 OR EQUAL. SOLID CORE WD* DRINKING FOUNTAIN ONLY.) FRP ON SALES FLOOR (WHERE SHEET VINYL BASE: BY INTREGAL, 3/8" RADIUS, 6" HIGH DOOR, FRAME AND HINGES ARE EXISTING. NOTED ON PLANS /ELEVATIONS) SHALL. BE ALMOND COLOR COVED BASE W/ COVE STICK AND EXTRUDED ALUMINUM CAP 5,6 WITH "J " CHANNEL TRIM CAP AND "H" CHANNEL PANEL TRIM. T -0" CONNECTORS. 4. PROVIDE 2' -0" X 4P-O" CEILING TILE EQUAL TO ARMSTRONG 12. LVT (LUXURY VINYL TILE) SUPPLIED BY TENANT INSTALLED "CORTEGA" MINIBOARD #769,WHITE IN A WHITE METAL GRID. ACT MOUNT @ 5' -0" AFF. BY CONTRACTOR. AND GRID SHALL HAVE SEISMIC BRACING AS REQUIRED. VERIFY 401 3' -0" IN FIELD. SEE DETAIL 1 /A2. 1314" EXIST HOL METAL 5. SLATWALL: 3/4" SLATWALL WITH WHITE MELAMINE FINISH. SEE 2 /A5 3/A5 MANUFACTURER'S DRAWINGS FOR INSTALLATION DETAILS. 4006 4,5,8 6. PAINT COLORS ARE AS FOLLOWS: PR 2' -9" T -0" WHITE - SHERWIN WILLIAMS PRO 200 LATEX EXIST STOREFRONT - SEMI -GLOSS WHITE W/ B -1 PER GALLON. - DEVICE: WITH STAND ALONE ALARM YELLOW- BENJAMIN MOORE PRODUCT 274 1,3 600 "LEMON SORBET" #2019 -60 6'-8" 1 1 314" 1 (EGGSHELL FINISH) 7/A4 7 /A4 FOREST GREEN - BENJAMIN MOORE PRODUCT 274 600A "FOREST GREEN" #2047 -10 (EGGSHELL 700 PR T -0" FINISH) 1314" ISTOREFRONT a EXPOSED CMU WALLS IN THE SALES AREA SHALL HAVE ONE 3 /A4 5 1A4 COAT OF PRIMER AND A MINIMUM OF ONE COAT OF YELLOW 500A 1 PAINT. A4 HEAD AT STOREFRONT DOOR SCALE: 3 " =1' -0" MLUNnNUNI J I UMrrrUNI DOOR A4 SILL AT STOREFRONT DOOR SCALE: 3 " =1'4' A4 DOOR SCHEDULE DOORS DETAILS FR HDW NOTES DOOR NOTES # W H I T MATERIAL HEAD JAMB SILL 100 T -0" 6' -8" 1314" SOLID CORE WD 71A4 71A4 - CONTRASTING BACKGROUND. 100A 5 200 PR T -0" T -0" 1314" HOLLOW METAL 7 /A4 7 1A4 - J 200B 2,5,7,9 300 T -0" 6-8" 1 3/4" SOLID CORE WD* 7/A4 71A4 DOOR, FRAME AND HINGES ARE EXISTING. 1 THRESHOLD (114" MAXIMUM HEIGHT) 300A 5,6 400 PR T -0" T -0" 13/4" EXIST HOL METAL 1 /A5 2 /A5 3 /A5 MOUNT @ 5' -0" AFF. 400A 4,5 401 3' -0" T -0" 1314" EXIST HOL METAL 1 /A5 2 /A5 3/A5 4006 4,5,8 500 PR 2' -9" T -0" 13/4" EXIST STOREFRONT - 8. - DEVICE: WITH STAND ALONE ALARM 500D 1,3 600 X -0" 6'-8" 1 1 314" 1 HOLLOW METAL 7/A4 7 /A4 600A 5,8 700 PR T -0" T -0" 1 1314" ISTOREFRONT a 4 /A4 3 /A4 5 1A4 1 ALUM THRESHOLD (112" MAX HEIGHT) 500A 1 HOLLOW METAL DOOR FRAME W/ JAMB ANCHOR -3 PER JAMB DOOR AS SCHEDULED HEAD / JAMB DETAIL SCALE: 1 112" =14" A4 2" PVC. RAIL. END CAP (REFER TO PLAN FOR QUANTITY) ELEVATION NOTE: TENANT SUPPLIED/ CONTRACTOR INSTALLED SHOPPING CART BUMPER DETAIL SCALE: 1112" =1' -0" 4" SECTION STOREFRONT. ALUM. SLEEVE. DRILL HOLE INTO CONC. REFER TO MANUF. SPECS. A4 DOOR NOTES HARDWARE NOTES 1. PROVIDE A SIGN POSTED ON THE EGRESS HDW # 100A SIDE, ON OR ADJACENT TO THE DOOR 11/2 PAIR HINGES: STANDARD WEIGHT STATING:'THIS DOOR TO REMAIN UNLOCKED 1 MECHANICAL PUSH BUTTON LOCKSET L° WHEN BUILDING IS OCCUPIED" THE SIGN WITH LEVER HANDLE 0 SHALL BE IN LETTERS 1" HIGH ON A 1 CLOSER CONTRASTING BACKGROUND. 1 FLOOR STOP 2. NEW DOORS - SUPPLIED BY TENANT W/ PRE - INSTALLED BRUSHED ALUM COVER PLATE HDW # 200B ON SALES AREA SIDE OF THE DOOR. EXIST 3 PAIR HINGES: 41/2" HEAVYWEIGHT, J DOORS - INSTALL ALUM COVER PLATE (SUPPLED BALL BEARING PINS BY TENANT) ON EXIST DOORS TO REMAIN. 2 CLOSERS WITH HOLD OPEN 2 PULL HANDLES (ON STOCKROOM SIDE) 3. DOOR, FRAME AND HINGES ARE EXISTING. 1 THRESHOLD (114" MAXIMUM HEIGHT) PROVIDE AND INSTALL ANY MISSING ITEMS OF HDW # 300A HARDWARE PER HARDWARE NOTES. 11/2 PAIR HINGES: STANDARD WEIGHT 4 PROVIDE (ONE) PEEP HOLE TO VIEW OUT. 1 PRIVACY SET WITH LEVER HANDLE MOUNT @ 5' -0" AFF. 1 CLOSER 5. PAINT DOOR AND FRAME W/ WHITE (FLOORIWALL STOP IF SHIPPED WITH SEMI -GLOSS ENAMEL PAINT. HARDWARE) 6 INSTALL TENANT SUPPLIED SIGNAGE PER HDW # 400A DETAIL A/A4. 3 PAIR HINGES: 41/2" HEAVY WEIGHT, 7. REINFORCE JAMBS WITH WOOD BLOCKING. NON- REMOVABLE PINS Z a 1 NON- ALARMED, NON -KEYED PANIC BAR 8. PROVIDE SIGNAGE THAT READS "EMERGENCY DEVICE: WITH STAND ALONE ALARM = ¢ EXIT ONLY." REFER TO DOOR ALARM MOUNTING 9. PROVIDE SIGNAGE THAT READS "EMPLOYEES DETAIL ONLY." 20VERHEAD HOLDERS /STOPS 2 FLUSH BOLTS (ON INACTIVE LEAF) GENERAL � HARDWARE NOTES: 1 DUST PROOF STRIKE R a 1 PEEP HOLE 1. THRESHOLDS AT EGRESS DOORS SHALL BE NO 1 ALUM THRESHOLD (112" MAX HEIGHT) MORE THAN 112" (MAX) HEIGHT AFF. 2 SWEEPS A4 1 WEATHERSTRIP 2. ALL DOOR HANDLES, PULLS, LATCHES, LOCKS 1 RAIN DRIP AND OTHER OPERATING DEVICES SHALL BE HDW # 400B U INSTALLED 34" (MIN) TO 48" (MAX) AFF AND SHALL 1 112 PAIR HINGES: 41/2" HEAVYWEIGHT, BE "SINGLE- HANDED" OPERABLE WITHOUT USE OF NON- REMOVABLE PINS KEY OR SPECIAL KNOWLEDGE. 1 NON- ALARMED, NON -KEYED PANIC BAR DEVICE: WITH STAND ALONE ALARM 3. WHERE EGRESS DOORS ARE USED IN PAIRS, THE REFER TO DOOR ALARM MOUNTING UNLATCHING OF THE LEAF SHALL NOT REQUIRE DETAIL. MORE THAN ONE (1) OPERATION AS MENTIONED 1 OVERHEAD HOLDERS /STOPS IN GENERAL HARDWARE NOTE #2 ABOVE. 1 PEEP HOLE 1 ALUM THRESHOLD (1/2" MAX HEIGHT) 4. CONTROLS AND OPERATING MECHANISMS SHALL 1 SWEEP BE LEVER -TYPE (OR EQUAL) PROVIDING 1 WEATHER STRIP OPERATION WITH ONE HAND AND NOT REQUIRE 1 RAIN DRIP TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. HDW # 500A HINGES PER STOREFRONT MANUFACTURER 5. THE FORCE REQUIRED TO ACTIVATE CONTROLS (BY GENERAL CONTRACTOR) OF INTERIOR HINGED DOORS SHALL BE NO 2 CLOSERS WITH STOP ARM AND DROP PLATE GREATER THAN 5 POUNDS (22.2 N). 2 PUSH PLATES (BY GENERAL CONTRACTOR) 2 PULL HANDLES (BY GENERAL CONTRACTOR) 6. DOORS EQUIPPED WITH CLOSERS SHALL BE 1 DEADLOCK W/ THUMB TURN ON SALES SIDE ADJUSTED SO THAT THE SWEEP PERIOD FROM (SUPPLIED BY TENANT ) AN OPEN POSITION OF 70 DEGREES WILL TAKE HDW # 500D AT LEAST 3 SECONDS TO MOVE TO A POINT 3" EXISTING AUTOMATIC SLIDING DOOR. FROM THE LATCH, MEASURED FROM THE CONTRACTOR TO VERIFY GOOD WORKING LEADING EDGE OF THE DOOR. ORDER. NOTIFY TENANT PRIOR TO MAKING ANY NECESSARY REPAIRS, NOTE: DOOR SHALL OPEN UPON APPROACH OF PERSON. IN EVENT OF POWER FAILURE, DOOR SHALL BE CAPABLE OF BEING OPENED MANUALLY AND SWING OR SLIDE TO A FULL OPEN POSITION WHEN LATCH SIDE OF DOOR IS SUBJECTED TO 5 LBS (22.2 N) FORCE. DOOR SHALL ALSO COMPLY FULLY WITH ANSI /BHMA A156.10. HDW # 600A 1112 PAIR HINGES: STANDARD WEIGHT, BALL BEARING PINS i CLOSER 1 PULL HANDLE (ON STOCKROOM SIDE) 1 PUSH PLATE (ON SALES AREA SIDE) SEE FLOOR PLAN FOR WALL (FLOORIWALL STOP IF SHIPPED WITH CONSTRUCTION TYPE. HARDWARE) PROVIDE DOUBLE FRAMING AT HEAD & JAMB. WOOD BLOCKING CONTINUOUS SEALANT - \ BOTH SIDES HOLLOW METAL DOOR FRAME W/ JAMB ANCHOR -3 PER JAMB DOOR AS SCHEDULED HEAD / JAMB DETAIL SCALE: 1 112" =14" A4 2" PVC. RAIL. END CAP (REFER TO PLAN FOR QUANTITY) ELEVATION NOTE: TENANT SUPPLIED/ CONTRACTOR INSTALLED SHOPPING CART BUMPER DETAIL SCALE: 1112" =1' -0" 4" SECTION STOREFRONT. ALUM. SLEEVE. DRILL HOLE INTO CONC. REFER TO MANUF. SPECS. A4 ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828/ fax (757)622 -6883 L° o 0 Q 00 J I 1 J w W o � 0 U a Q a a Ll Zp o J Z a L� 1 J Q = ¢ m O O OZwo 0 � o Y R a a m > sheet A4 U U a 0 v ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828/ fax (757)622 -6883 L° o 00 I 1 J w W o � 0 U Q a a Ll Zp o J Z > L� 1 J Q = ¢ w w O O OZwo U � o R a a sheet A4 I INK 1 AN I Iffy ■IIoil r V= .ter -�. ■�■�■�_�■i'i�■'I�i�'■i'Yl �! � v o I OFFICE �x I I I I IXTURE PLAN 11:1 REFER TO STRUCTURAL DRAWING FOR ADDITIONAL INFO.- JAMB DETAIL SCALE: 1 112 " =1' -0" HOLLOW METAL DOOR AND WOOD SHIM AS REQUIRED HOLLOW METAL DOOR FRAME SEALANT W/ BACKER ROD (BOTH SIDES) FRAME AS SCHEDULED METAL THRESHOLD SET IN BED OF SEALANT EXISTASPHALT STOCKROOM g 2" EXISTING CONC SLAB REFER TO FOR FOR ADDITIONAL INFO. SILL DETAIL AT REAR DOOR SCALE: 1" =1' -0" A5 [6. NORTH PROVIDE (2) #1 x DOWN FLUTE EXIST CORRIGATED STEEL ROOF DECK CONSTRUCTION —PROVIDE #8 WAFERHEAD FRAMING SCREWS EA SIDE PROVIDE (20 GAGE) 21/2" LEG STANDARD "SLP -TRK" (SLOTTED) TOP TRACK FOR 1" DEFLECTION. 3 5/8" (20 GAGE) CONT BRACING STUD W/ (2) #8 SMS @ EACH STUD (SEE TABLE_ FOR REQUIRED LOCATIONS) (2) 20 GA METAL STUD BLOCKS PER INDIVIDUAL BRACING STUD (ONE @ EA END) W/ (3) #8 SMS FROM STUD & (3) #8 SMS FROM GYPBO ARD (6 TOTAL PER BLOCK) - LOCATE BLOCKS AT EACH SIDE OF SPLICE. SUSPENDED ACOUSTICAL CEILING TILE - REFER TO REFLECTED CEILING PLAN FOR HEIGHT PAINT YELLOW. SALE$ AREA [INSTRLUCTIONS. OTE: ATTACH GONDOLA FIXTURE NITS PER MANUFACTURER'S © PARTITION WALL: 6" (20 GA) METAL STUDS @ 16" OC WITH ONE LAYER 518" GWB EACH SIDE N TO ROOF DECK ON SALES AREA / CORRIDOR SIDE AND TO 124" AFF ON STOCKROOM SIDE. WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT GWB. LT_I WALL SECTION - CONSTRUCTION TYPE: 6 SCALE: 1" =1' -i HILTI X -U (157" 0) SHOT PINS W/ 1 114" EMBEI) INTO THE SLAB @ 4' OC & 4" OFF EACH END OF THE INDIVIDUAL PIECE OF TRACK, TYP. TENANT'S FLOOR FINISH EXISTING SLAB 4 A5 NOTES: 1. NO GONDOLA UNITS, FIXTURES, OR PALLETS SHALL BE OVER V -0" AFF. 2. FIXTURE PLAN IS "FOR REFERENCE ONLY." CONTRACTOR SHALL CONTACT DOLLAR TREE FOR FINAL APPROVED LAYOUT. 3. MAXIMUM TRAVEL DISTANCE SHALL BE 250' -0 ". ACTUAL TRAVEL DISTANCE AS SHOWN: 4. CHECKOUTS ARE NOT ATTACHED TO FLOOR. 5. REFER TO FIXTURE PLAN, DETAILS, AND ANCHORAGE ON SHEETS SA1.1, SA2.1, AND SA2.2. 6" METAL STUDS @ 16" OC (SEE TABLE FOR 3 5/8" X 20 GAGE CONT BRACING STUD MORE INFORMATION) W/ (2) #8 SMS @ EA STUD (SEE TABLE FOR REQUIRED BRACING STUD (2) 20 GA METAL STUD BLOCKS PER LOCATIONS) INDIVIDUAL BRACING STUD (ONE @ EA END) W/ (3) #8 SMS FROM STUD & (3) #8 SMS FROM 2" STUD WEB GYPBOARD (6 TOTAL PER BLOCK) - LOCATE LAP,TYP BLOCKS AT EACH SIDE OF SPLICE. I (3) #12 SMS, TYP INDIVIDUAL 3 5/8" X 20 GAGE BRACING STUD - DETAIL a` SCALE: 1" =1' -0" I I a O BID O 0 Z a 0 1- w 0 0 0 Co Z a m N B C _BRACING LOCATION SECTION SCALE: NTS 0 N a a m STUD STUD S ALE: 1/8 " =1' -0" GAGE • • LOCATION REFER TO 18' 20 (6005125 -33) NO BRACING B STRUCTURAL DRAWING 22' 20 (600S125 -33) 5' OC (MAX) C 241-6" 20 (600S125 -33) FOR ADDITIONAL INFO. D 30'1 18 (600S125 -43) 1 T -7" OC (MAX) E • z • • U <� a ti w d U U 0 w w Q J U m z w >< RAIN DRIP zw U U m O HOLLOW METAL HOLLOW METAL DOOR w z DOOR FRAME (AS (AS SCHEDULED) w w � QJ SCHEDULED) c < w o 0 m cu Y y HEAD DETAIL J = E> O E o X_ SCALE: 1 1/2 " =1' -0" A5 w O > > w > STOCKRO M m U HOLLOW METAL DOOR c m o N AS SCHEDULED o. U o d C w C m a Y m sheet A5 11:1 REFER TO STRUCTURAL DRAWING FOR ADDITIONAL INFO.- JAMB DETAIL SCALE: 1 112 " =1' -0" HOLLOW METAL DOOR AND WOOD SHIM AS REQUIRED HOLLOW METAL DOOR FRAME SEALANT W/ BACKER ROD (BOTH SIDES) FRAME AS SCHEDULED METAL THRESHOLD SET IN BED OF SEALANT EXISTASPHALT STOCKROOM g 2" EXISTING CONC SLAB REFER TO FOR FOR ADDITIONAL INFO. SILL DETAIL AT REAR DOOR SCALE: 1" =1' -0" A5 [6. NORTH PROVIDE (2) #1 x DOWN FLUTE EXIST CORRIGATED STEEL ROOF DECK CONSTRUCTION —PROVIDE #8 WAFERHEAD FRAMING SCREWS EA SIDE PROVIDE (20 GAGE) 21/2" LEG STANDARD "SLP -TRK" (SLOTTED) TOP TRACK FOR 1" DEFLECTION. 3 5/8" (20 GAGE) CONT BRACING STUD W/ (2) #8 SMS @ EACH STUD (SEE TABLE_ FOR REQUIRED LOCATIONS) (2) 20 GA METAL STUD BLOCKS PER INDIVIDUAL BRACING STUD (ONE @ EA END) W/ (3) #8 SMS FROM STUD & (3) #8 SMS FROM GYPBO ARD (6 TOTAL PER BLOCK) - LOCATE BLOCKS AT EACH SIDE OF SPLICE. SUSPENDED ACOUSTICAL CEILING TILE - REFER TO REFLECTED CEILING PLAN FOR HEIGHT PAINT YELLOW. SALE$ AREA [INSTRLUCTIONS. OTE: ATTACH GONDOLA FIXTURE NITS PER MANUFACTURER'S © PARTITION WALL: 6" (20 GA) METAL STUDS @ 16" OC WITH ONE LAYER 518" GWB EACH SIDE N TO ROOF DECK ON SALES AREA / CORRIDOR SIDE AND TO 124" AFF ON STOCKROOM SIDE. WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT GWB. LT_I WALL SECTION - CONSTRUCTION TYPE: 6 SCALE: 1" =1' -i HILTI X -U (157" 0) SHOT PINS W/ 1 114" EMBEI) INTO THE SLAB @ 4' OC & 4" OFF EACH END OF THE INDIVIDUAL PIECE OF TRACK, TYP. TENANT'S FLOOR FINISH EXISTING SLAB 4 A5 NOTES: 1. NO GONDOLA UNITS, FIXTURES, OR PALLETS SHALL BE OVER V -0" AFF. 2. FIXTURE PLAN IS "FOR REFERENCE ONLY." CONTRACTOR SHALL CONTACT DOLLAR TREE FOR FINAL APPROVED LAYOUT. 3. MAXIMUM TRAVEL DISTANCE SHALL BE 250' -0 ". ACTUAL TRAVEL DISTANCE AS SHOWN: 4. CHECKOUTS ARE NOT ATTACHED TO FLOOR. 5. REFER TO FIXTURE PLAN, DETAILS, AND ANCHORAGE ON SHEETS SA1.1, SA2.1, AND SA2.2. 6" METAL STUDS @ 16" OC (SEE TABLE FOR 3 5/8" X 20 GAGE CONT BRACING STUD MORE INFORMATION) W/ (2) #8 SMS @ EA STUD (SEE TABLE FOR REQUIRED BRACING STUD (2) 20 GA METAL STUD BLOCKS PER LOCATIONS) INDIVIDUAL BRACING STUD (ONE @ EA END) W/ (3) #8 SMS FROM STUD & (3) #8 SMS FROM 2" STUD WEB GYPBOARD (6 TOTAL PER BLOCK) - LOCATE LAP,TYP BLOCKS AT EACH SIDE OF SPLICE. I (3) #12 SMS, TYP INDIVIDUAL 3 5/8" X 20 GAGE BRACING STUD - DETAIL a` SCALE: 1" =1' -0" I I a O BID O 0 Z a 0 1- w 0 0 0 Co Z a m N B C _BRACING LOCATION SECTION SCALE: NTS 0 N a a m STUD STUD BRACE BRACING SPAN GAGE SPACING LOCATION REFER TO STRUCTURAL DRAWING FOR ADDITIONAL INFO.- JAMB DETAIL SCALE: 1 112 " =1' -0" HOLLOW METAL DOOR AND WOOD SHIM AS REQUIRED HOLLOW METAL DOOR FRAME SEALANT W/ BACKER ROD (BOTH SIDES) FRAME AS SCHEDULED METAL THRESHOLD SET IN BED OF SEALANT EXISTASPHALT STOCKROOM g 2" EXISTING CONC SLAB REFER TO FOR FOR ADDITIONAL INFO. SILL DETAIL AT REAR DOOR SCALE: 1" =1' -0" A5 [6. NORTH PROVIDE (2) #1 x DOWN FLUTE EXIST CORRIGATED STEEL ROOF DECK CONSTRUCTION —PROVIDE #8 WAFERHEAD FRAMING SCREWS EA SIDE PROVIDE (20 GAGE) 21/2" LEG STANDARD "SLP -TRK" (SLOTTED) TOP TRACK FOR 1" DEFLECTION. 3 5/8" (20 GAGE) CONT BRACING STUD W/ (2) #8 SMS @ EACH STUD (SEE TABLE_ FOR REQUIRED LOCATIONS) (2) 20 GA METAL STUD BLOCKS PER INDIVIDUAL BRACING STUD (ONE @ EA END) W/ (3) #8 SMS FROM STUD & (3) #8 SMS FROM GYPBO ARD (6 TOTAL PER BLOCK) - LOCATE BLOCKS AT EACH SIDE OF SPLICE. SUSPENDED ACOUSTICAL CEILING TILE - REFER TO REFLECTED CEILING PLAN FOR HEIGHT PAINT YELLOW. SALE$ AREA [INSTRLUCTIONS. OTE: ATTACH GONDOLA FIXTURE NITS PER MANUFACTURER'S © PARTITION WALL: 6" (20 GA) METAL STUDS @ 16" OC WITH ONE LAYER 518" GWB EACH SIDE N TO ROOF DECK ON SALES AREA / CORRIDOR SIDE AND TO 124" AFF ON STOCKROOM SIDE. WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT GWB. LT_I WALL SECTION - CONSTRUCTION TYPE: 6 SCALE: 1" =1' -i HILTI X -U (157" 0) SHOT PINS W/ 1 114" EMBEI) INTO THE SLAB @ 4' OC & 4" OFF EACH END OF THE INDIVIDUAL PIECE OF TRACK, TYP. TENANT'S FLOOR FINISH EXISTING SLAB 4 A5 NOTES: 1. NO GONDOLA UNITS, FIXTURES, OR PALLETS SHALL BE OVER V -0" AFF. 2. FIXTURE PLAN IS "FOR REFERENCE ONLY." CONTRACTOR SHALL CONTACT DOLLAR TREE FOR FINAL APPROVED LAYOUT. 3. MAXIMUM TRAVEL DISTANCE SHALL BE 250' -0 ". ACTUAL TRAVEL DISTANCE AS SHOWN: 4. CHECKOUTS ARE NOT ATTACHED TO FLOOR. 5. REFER TO FIXTURE PLAN, DETAILS, AND ANCHORAGE ON SHEETS SA1.1, SA2.1, AND SA2.2. 6" METAL STUDS @ 16" OC (SEE TABLE FOR 3 5/8" X 20 GAGE CONT BRACING STUD MORE INFORMATION) W/ (2) #8 SMS @ EA STUD (SEE TABLE FOR REQUIRED BRACING STUD (2) 20 GA METAL STUD BLOCKS PER LOCATIONS) INDIVIDUAL BRACING STUD (ONE @ EA END) W/ (3) #8 SMS FROM STUD & (3) #8 SMS FROM 2" STUD WEB GYPBOARD (6 TOTAL PER BLOCK) - LOCATE LAP,TYP BLOCKS AT EACH SIDE OF SPLICE. I (3) #12 SMS, TYP INDIVIDUAL 3 5/8" X 20 GAGE BRACING STUD - DETAIL a` SCALE: 1" =1' -0" I I a O BID O 0 Z a 0 1- w 0 0 0 Co Z a m N B C _BRACING LOCATION SECTION SCALE: NTS 0 N a a m STUD STUD BRACE BRACING SPAN GAGE SPACING LOCATION SECTION 18' 20 (6005125 -33) NO BRACING B REQUIRED 22' 20 (600S125 -33) 5' OC (MAX) C 241-6" 20 (600S125 -33) 4' -2" OC (MAX) D 30'1 18 (600S125 -43) 1 T -7" OC (MAX) E STUDS MUST MEET MINUMIM SSMA SPECIFICATIONS FOR 60OS125 Fy =33 KSI STUDS OF THE SPECIFIED GAGE. D � w 9 M Q O W W a G7 w 0 E FILL VOID W/ MINERAL FIBER. FIRE RATED GYPSUM COMPOUND OR FIRE CAULK FIRE TRAK SHADOWLINE (OR EQUAL) POSI CLIPS (OR EQUAL) FIRE TRAK SHADOWLINE - UL HW -D -0060 PERPENDICULAR TO METAL DECK W/ 1 W RATING AND 2" DEFLECTION NOTE: (OR EQUAL) SHALL BE STANDARD "SLIP- TRACK" CONSTRUCTION MEETING THE REQUIRED FIRE RATING. II I VACANT I GWB BY FUTURE TENANT�I I I I I SUSPENDED ACOUSTICAL CEILING TILE - REFER TO REFLECTED CEILING PLAN FOR HEIGHT PAINT YELLOW. NOTE: ATTACH GONDOLA FIXTURE UNITS PER MANUFACTURER'S INSTRUCTIONS. PARTITION WALL: 6" (20 GA) METAL STUDS @ 16" OC WITH ONE LAYER 518" TYPE "X" GWB DOLLAR TREE SIDE TO ROOF DECK. FIRE TAPE ALL JOINTS. PROVIDE R -13 BATT INSULATION. CONSTRUCTION SHALL COMPLY WITH UL DESIGN #U465 FOR ONE HOUR FIRE RATING. SALES AREA (20 GA) SILL TRACK W/ "HILTI" SHOT PIN "DN" SERIES #X -DNI EMDED 11/4" X.145" CIA @ 16" OC (OR EQUAL) TENANT'S FLOOR FINISH EXISTING SLAB WALL SECTION - CONSTRUCTION TYPE: 5 SCALE: 1 " =1' -0" U m QI m � QI 0 ool m 0 W of I m I m Y � W m � TI I I m m ®g O T y/ m I L —� i— N SUSPENDED ACOUSTICAL CEILING TILE - REFER TO REFLECTED CEILING PLAN FOR HEIGHT PAINT YELLOW. SALES AREA NOTE: ATTACH GONDOLA FIXTURE UNITS PER MANUFACTURER'S INSTRUCTIONS. �3 TENANT DEMISING WALL: EXISTING METAL STUDS AND FIRECODE GWB. PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING PER CODE. (20 GA) SILL TRACK W/ "HILTI" SHOT PIN "DN" SERIES #X -DNI EMDED 11/4" X.145" CIA @ 16" OC (OR EQUAL) TENANT'S FLOOR FINISH EXISTING SLAB WALL SECTION - CONSTRUCTION TYPE: 3 A5 SCALE: 1" =1' -0" A5 N1_/ N1_/ sew ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622- 28281 fax (757)622 -6883 z J c 0 .Q J a ti w 00 C14 U U 0 *k Q J �n Q z w U m O a z N QJ c z w o 0 cu Y y w J = E> O E X_ Ln w O > > w > m U c m o m o. U o d C w C m a Y m sheet A5 ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622- 28281 fax (757)622 -6883 z J 73 u, J a ti w 00 C14 U 0 *k Q J �n Q z w U w O z QJ ��Jyll a z w o � cu J Z w J = w O Q �' X_ Ln w O Z > m U c m o m o. a sheet A5 v 0 b o O r I OFFICE 0 ,G M]RIL NRGI 4' LONG x V TALL 51NOLE oIDED WALL GONDOLA - 12 B W5A2.1 REF, TYPICkAL ® WALLS 0 0 I C_CC- CC -JCT __ —�C 8 RaL ,GREETING GARD5 S Vo 9NIE38591, 5 -O.. �L 0 I C_�C CC �C CC— _CC_CC CC— CC —C21 0 0 I C_CC- CC -JCT __ —�C 8 C �L 0 I C_�C CC �C CC— _CC_CC CC— CC —C21 '1 _Q V LU LOCNEP aw � -z H TP6LE 0�/� � 10 m 7 N U) ad a d!T V ] ¢ o 00" ON � 5 G U�� Q U� 5 O [~ oWo ]1 I?- N a T 9 =_ a: 4' LONG x 6' TALL DOUBLE SIDED - Ci a NALL 6ONOOLA - 12 8 15 /SA2.1 REF, Y O 'y TYPICAL ® INTERIOR LOCATIONS m m a a� d m O1 3 u ai O N L �rz a a v RRMM � N C �13 o N N — 1r- 1r- 1r- 1L -1r -1r -- 1r - -1r-- 71a L_JL_JL _JL— JL— JL— JL— JL —JL_ r 1 II Cs u F C) II LJ � Iw� 5' LONG x H' TALL 51NOLE 51DED WALL GONDOLA - 12 ! 15 /SA2.1 REF, TYPICAL ® N6,LL5 AS SHONN C_CC- CC -JCT __ —�C 8 C �L rr _111 C_�C CC 5' LONG x H' TALL 51NOLE 51DED WALL GONDOLA - 12 ! 15 /SA2.1 REF, TYPICAL ® N6,LL5 AS SHONN C— CC-1CJC JC -_CC __ —�C 9 C —JJL_ �L rr _111 C_�C CC 5' LONG x H' TALL 51NOLE 51DED WALL GONDOLA - 12 ! 15 /SA2.1 REF, TYPICAL ® N6,LL5 AS SHONN JC- JC -_CC �C —�C �CC- LC_jC_ � C_j C_ 7F- C_�C CC 5' LONG x H' TALL 51NOLE 51DED WALL GONDOLA - 12 ! 15 /SA2.1 REF, TYPICAL ® N6,LL5 AS SHONN C rLr�J ] 6 ICJ = LrJ lP C_HC-- CCHC�C- CC_CC_CC_C �C —�C —_-1 -C 25 9 C_�C CC �C CC— _CC_CC CC— CC —C21 C rLr�J ] 6 ICJ = LrJ lP C �C_CC_CC_CC_�C_�C_� ACHCCCHCj CC_CC_CC_C �C —�C —_-1 —_� 25 'a C CC_CC_CC �C— CC— CC_�C_�C_�u �C_C0J —�24 C rLr�J ] 6 ICJ = LrJ lP C_�C_CC_CC_CC_�CC ACHCCCHCj CC_CC_CC_C �C —�C —_-1 —_� 25 19 C- 7C— CC— �C— CC— �C— �C_C0J —�24 C rLr�J ] 6 ICJ = LrJ lP C_�C_CC_CC_CC_�CC ACHCCCHCj CC_CC_CC_C �C —�C —_-1 —_� 25 00 C_CC _CC_CC CC _CC_CC_CC —�24 C rLr�J ] 6 ICJ = LrJ lP 4' LONG x V BACK ROOM 5TORA6E SHELVES - 16/5A2.1 REF, TYPICAL NON -SALES AREA TO LE L - HL,-",] �NPGDn, ��unbod .o O .o. a o • o .o. .o. O • o • o 0 = o • �g 50R 00 NOTE: SEE SHEET SA2.1 8 SA2.2 FOR ANGHORAOE DETAILS v CT�C- ACHCCCHCj CC_CC_CC_C �C —�C —_-1 25 C_ -1C AC— �C_CC_AC_]P9 CC CC—]31 4' LONG x V BACK ROOM 5TORA6E SHELVES - 16/5A2.1 REF, TYPICAL NON -SALES AREA TO LE L - HL,-",] �NPGDn, ��unbod .o O .o. a o • o .o. .o. O • o • o 0 = o • �g 50R 00 NOTE: SEE SHEET SA2.1 8 SA2.2 FOR ANGHORAOE DETAILS v C_CC_CC JC— CC_CC_CC_C �C —�C —_-1 21 C_CC CC CC CC CC—]31 4' LONG x V BACK ROOM 5TORA6E SHELVES - 16/5A2.1 REF, TYPICAL NON -SALES AREA TO LE L - HL,-",] �NPGDn, ��unbod .o O .o. a o • o .o. .o. O • o • o 0 = o • �g 50R 00 NOTE: SEE SHEET SA2.1 8 SA2.2 FOR ANGHORAOE DETAILS v E— JC— JC— �C— �C —�C —_-1 21 C_CC CC CC CC CC—]31 4' LONG x V BACK ROOM 5TORA6E SHELVES - 16/5A2.1 REF, TYPICAL NON -SALES AREA TO LE L - HL,-",] �NPGDn, ��unbod .o O .o. a o • o .o. .o. O • o • o 0 = o • �g 50R 00 NOTE: SEE SHEET SA2.1 8 SA2.2 FOR ANGHORAOE DETAILS v C_�C __� C_ �CJEJE__� zz C_CC_CC_JC_JC_-1C_C" 4' LONG x V BACK ROOM 5TORA6E SHELVES - 16/5A2.1 REF, TYPICAL NON -SALES AREA TO LE L - HL,-",] �NPGDn, ��unbod .o O .o. a o • o .o. .o. O • o • o 0 = o • �g 50R 00 NOTE: SEE SHEET SA2.1 8 SA2.2 FOR ANGHORAOE DETAILS v 8 $ rGlLer zz '1 _Q V LU LOCNEP aw � -z H TP6LE 0�/� � m 7 N 4' LONG x V BACK ROOM 5TORA6E SHELVES - 16/5A2.1 REF, TYPICAL NON -SALES AREA TO LE L - HL,-",] �NPGDn, ��unbod .o O .o. a o • o .o. .o. O • o • o 0 = o • �g 50R 00 NOTE: SEE SHEET SA2.1 8 SA2.2 FOR ANGHORAOE DETAILS v � zz LU aw -z H m � 0�/� � U) 7 N U) ad a d!T Z ] ¢ o 00" ON O U�� Q U� [~ oWo O I?- N a T 9 a: a N C Y O 'y m '> m m a a� d m O1 3 u ai O N L a a a a v RRMM ARCHITECTS, PC 1317 Executive Blvd. Suite 200 SIGNED AND STAMREO FOR GONDOLA LAYOUT REFERENCE FOR SEISMIC ANCHORAGE CALCULATIONS AND DETAILS r ^ CV Iu�V 11- #k J Q W �n J �1 J Q x Oz} LL LD U C °? 3 o m o. a` sheet SAU s w SEE DETAIL Ib /- FOR MORE INFO. SEE DETAIL 15/- FOR MORE INFO. SEE DETAIL 15/- FOR MORE INFO. I ! I SEE DETAIL 20/- I FOR MORE INFO, I — 1 � I SEE DETAIL 18/ 'I ( ( FOR MORE I '1 II I I\ I SEE DETAIL 14/- /T II FOR MORE INFO. SEE 105 J FOR MORE - - - -- \ INFO. SEE 105 FOR MORE NOTE: INFO. SEE SAI.I FOR COLUMN SEE DETA1'I IB /- I I WRAPPING REGUIREMENT5. FOR MORETICIPO. ' 16 DETAIL - BACKROOM STORAGE SHELF SIDE VIEW TOP VIEW 21/32 1/16" RAD. TYP. 16 GAGE 6AWANIZED STEEL 17 DETAIL - UPRIGHT SCALE: N.T.S. 16 OAOE GALVANIZED STEEL - - ---------- --------- - - - -+- 5 116" REF. I/2" REF. 1/32 RAP NP. 5/4" TYP. PIERCE .250x.500 SLOTS 15/16 Q /Ib (4 REQUIRED) 18 DETAIL - STRETCHER SCALE: N.T.5. .431 PIA. PIERCE THRU 2 PLACES I I/ Q /Ib 5/b" 1 1/4" REF. TYP. 16, OAOE GALVANIZED STEEL SEE DETAIL 6B FOR MORE INFO. 19 [DETAIL - HOLD DOWN STRAP 1 w 'D DETAIL 20 DETAIL -SHELF ASSEMBLY - - C 10 0 SCALE: N.T.S. ui MORE Y EXPIRES II -7-'014 C �y <a 11 TOP VIEWS X. 10 DETAIL 5,bA,IOA FOR C 10 0 10 �771NNN��� MORE Y EXPIRES II -7-'014 DETAIL 9 FO MORE INF - SEE DETAIL 3' MORE INF - SEE DETAIL 5,bA,IOA FOR MORE INFO. \\I �771NNN��� MORE SEE \ I DETAIL � 6 4 FOR SEE DETAIL 4 FOR MORE MORE INFO. INFO. SIDE VIEW - 12 GENERAL CO SEE DETAIL 2 FOR MORE INFO. SEE DETAIL bA FOR MORE INFO. SEE DETAIL 80 FOR MORE INFO. \ SEE DETAIL 5 FOR MORE INFO. TION I 1 I --------------- I II II I I I I II II I�4�c.11crl 13 STORAGE FIXTURE ELEVATIONS DETAIL 9 FOR MORE INFO. ATTACHMENT TO THE WALL 15 OPTIONAL SEE DETAIL 3' MORE INFO' SEE DETAIL bA FOR MORE INFO. O SEE DETAIL 3 FOR MORE INFO. NP. BOTH 51DES 1/W 2 3/4'• SEE DETAIL 2 FOR V MORE INFO. NOTES: 1. DESIGN PER SECTION 2208.1 OF THE 2009 IBC SITE CLASS D, Ss = 1.140 2. STORAGE CAPACITY: LIVE LOAD = 35# PER LEVEL (INTERIOR) LIVE LOAD = 60# PER LEVEL (BACK ROOM) 3. ASTM A570 FOR SHAPE Fy = 36,000 PSI GRADE 36. 4. ALL BOLTS A307 (UNLESS OTHERWISE NOTED). 5. ANCHOR HILTI KWIK BOLT TZ ICC REPORT ESR - #1917 OR APPROVED EQUAL. 6. SPECIAL INSPECTION IS REQUIRED FOR ANCHOR INSTALLATION. 7. CONCRETE 4" THICK x 2,500 PSI. CONTRACTOR TO VERIFY 8. SOIL BEARING PRESSURE 500 PSF BASE LEG LEO LEVELER , NOTE: I. IF ANCHOR 15 WITHIN 4" OF SLAB CONTROL JOINT ( 1/8" WIDE 5AW0UT x I" DEEP MAX) USE (2B /- ANCHOR. 2. IF ANCHOR 15 WITHIN 4" OF SLAB EDGE OR CONSTRUCTION JOINT USE 6B /- ANCHOR. ANCHORS ARE NOT ALLOWED WITHIN 2 1/2" OF SLAB EDGE CT THE EN INIZER JOINT. SEE DETAIL SNFO FOR CONTACT THE ENGINEER IF THIS STRAP 4 ANCHOR INFO, SEE O W CONDITION EXISTS NOTE 162 MORE INFO. 7 UP RIGHT ASSEMBLY DETAILS FOR DOUBLE SIDED UNIT SEE DETAIL bB SCALE: N.rs. FOR MORE INFO. o � SEE DETAIL 2 FOR MORE INFO. e \\\ /-SEE DETAIL 5,6A,T \ \� FOR MORE INFO. \ \ \ \ \ \ SEE DETAI OR \\ MORE IN / i E DETAIL 5 FOR \\ )RE INFO. \ SEE DETAIL 4 FOR MORE INFO. SEE DETAIL 4 FOR MORE INFO. SIDE VIEW - DOUBLE SIDED UNff 51NSLE SIDED UNIT ONLY (DOUBLE SIDED UNIT IS 6' TALL) 16 OAOE 6ALV IZED STEEL DETRMINED AT RIVET (I REO) FINAL A55EMBLY 0 PER MF6 C' 5 BRACE (2) REQUIRED #IOxI /2" PAN HEAD SCREW TYR -__ 15 DETAIL - CROSS BRACE ASSEMBLY 1 55/4-- SIDE VIEW - SINGLE SIDED UNIT 8 SHELF E DETAIL SCALE: N.T.S. FOR MORE 'O. ry 3/Ib' ::t 1 I /4" 9 ARM r 13ga. TYP. BOTH SIDES `OR 2 BASE TUBE 3 UPRIGHT 5 4 KICK PLATE 2C LEO LEVELER - SEE DETAIL 546A FOR STRAP 6 - O ANCHOR INFO. 59 NOTE 142 MORE INFO. 5 ANCHOR BRACKET SCALE: N.T.S. -__ -- 5 5 /a• I O 2/b" MIN. EMBED SIDE VIEW - DOUBLE SIDED UNIT — SEE DETAIL IT /- 46 1/2" FOR MORE INFO. I/2" SEE DETAIL I51- FOR MORE \ INFO. NOTE: ALL / \ GLEAN OAT SPLATTER AND \ / RESIDUE ALL \ WELDS TO BE \ TOUGHED UP 4 -PEGS. EVER WITH PAINT 3/41P STRETCHER e e e e =014 e e e e e 14 DETAIL — SPACE FRAME mom 10A UP RIGHT ASSEMBLY DETAILS FOR SINGLE SIDED UNIT SEE " °TES ABOVE FOR MORE ANCHOR INFO. SCALE: N.T.S. 6A ANCHOR —SEE DETAIL 566A FOR STRAP d - - -- --- SCALE: N.T.S. SEE DETAIL 546A FOR STRAP 4 ANCHOR INFO. SEE NOTE 182 ANCHOR INFO. SEE NOTE 142 MORE INFO. 3 /b" MIN. EMBED MORE INFO. 1: SEE DETAIL FOR MORE INFO. INSI[7E FACE m' _ SEE DETAIL 19/- -/ SEE DETAIL 19/- SEE NOTES ABOVE FOR MORE ANCHOR INFO. FOR MORE INFO. FOR MORE INFO. SEE DETAIL 18/- 6B ANCHOR FOR MORE INFO. TOP p VIEW 5CALE, N.T.5. E: ' ANCHOR 15 WITHIN 4" OF SLAB CONTROL JOINT ( ye" HIDE SAHGUT I" DEEP MAX) USE 6B /- ANCHOR. ' ANCHOR 15 WITHIN 4" OF SLAB EDGE OR CONSTRUCTION JOINT USE b6 kNGHOR. ANCHORS ARE NOT ALLOWED WITHIN 2 1/2" OF SLAB EDOE OR SONSTRUCTION JOINT. CONTACT THE ENGINEER IF TH15 CONDITION EX15TE 106 DETAIL v c� Z H � Hw aw -z V HIn m 0 V � rn NN z� N C N w �md m Z dZ° rn O H GoN C'41 U c ]wJ ¢ [~ o Wo c Q U -moo a U N 0 Y N m E RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622- 2828I fax (757)622 -6883 �yYR .Y � C Y EXPIRES II -7-'014 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622- 2828I fax (757)622 -6883 �yYR .Y W EXPIRES II -7-'014 ~ v ^ N w qN J CL Q } LU J J Q X OU Z > u r rn c m o m o- v sheet SA2.1 of z 1/4" x I" TEK SCREW IN 12 OAU&E MATERI. SCREWS (9) 5116" DIAMETER HOLES EACH SIDE. m v N 7 m N ml 6 DETAILS f ,Al F. V c P -O" MINIMUM (TYF). e OF UNIT BASE BEYOND CONCRETE FLOOR ELEVATION ANGLE 3 "x3 I /2 "xl /4 "x 38" OR BENT PLATE OF (2) UNITS EXTENT OF UNIT BASE BEYOND 318" DIA. Hl1,TI SUPER HAS ROD WITH HILTI HI RE 500 -5D ADHESIVE SYSTEM, 2 3/4" EMBEDME T. 1/I6" DIAMETER HOLE IN BENT PLATE. INSTAL PER MANUFACTURER'S INSTRUCTIONS 4 100 REPORT uESR -2322. SPECIAL INSPECTION 15 REQUIRED FOR ANCHOR INSTALLATION, PLAN 9.. T 3/4" m N CENTERLINE OF (2) UNITS EXTENT OF UNIT BASE BEYOND v m ry — n1�1 4 DI ETAILS v m m N 7 m ry m v 5 DETAILS SECTION EXTENT OF UNIT BASE ELEVATION CONCRETE FLOOR 1/4" x I" TEK 56fREW INTO MINIMUM 12 0AU6E MATERIAL (TYP). 5/16" DIAMETER HOLE, ANGLE 31x3 1 /2 "x1 /4 "x 29" OR BENT PLATE 9 1/2" 3/8" DIA. HILTI SUPER HAS ROD WITH HILTI HIT RE 500 -SD ADHESIVE SYSTEM, 2 3/4" EMBEDMENT. 1116" DIAMETER HOLE IN BENT PLATE. IN5TA4 PER MANUFACTURER'S INSTRUCTIONS 4 ICG REPORT #E5R -2322. SPECIAL INSPECTION 15 REQUIRED FOR ANCHOR INSTALLATION. PLAN SECTION FLOOR Q" I" 1/4" x I" TEK SCREW INTO MINIMUM 12 OAU&E MATERIAL (TYP). 5/16" DIAMETER HOLE. - BASE BEYO ANGLE 3 "x3 I /2"xl /4 "x 29" OR BENT PLATE I" I" I" I" I" I" I" 3 I., I" I" I" I" I" I" I t /2' -AL TERNATE HOLES FOR "R16HT HANDED �® BRACKET ". ELEVATION X318" DIA. HILTI SUPER HAS ROD WITH HILTI HIT RE 500 -50 ADHESIVE SYSTEM, 2 3/4" EMBEDMENT. 1/16" DIAMETER HOLE IN BENT PLATE. INSTALL PER MANUFACTURER'S INSTRUCTIONS 4 ICC REPORT #ESR -2322. SPECIAL INSPECTION 115 REQUIRED FOR ANCHOR INSTALLATION. PLAN WALK —IN FREEZER /COOLER UNITS 1 W F. 1 a ALK IN FREZZER /COOLER ANCHORAGE PLAN WI REACH —IN FREEZER /COOLER UNITS (2 3, 4 OR 5 DOOR COOLER SCALE, 1/4 •12 TEK5 x 5/4" INTO MINIMUM 26 5AUOE MATERIAL (TYP). 12 &AU&E BENT PLATE 3/8" DIA. HILTI 5UP RE 500 -5c EMBEDMENT. "1/ PLATE. INS INSTRUCTIONS SPECIAL INSPECTION DIAMETER HOLE SENT PLATE 3 DETAILS PLAN NOTE: 1. DESIGN PER SECTION 2208.1 OF THE 2009 IBC SITE CLASS D, Ss = 1.140 2. ALL STEEL ANCHOR CLIPS ARE ASTM A570 Fy = 36,000 PSI (MIN.) 3. ALL BOLTS A307 (UNLESS OTHERWISE NOTED). 4. ANCHOR TO BE EPDXIED TO (E) SLAB WITH HILTI RE 500 -SD WITH 2 3/4" EMBEDMENT (ICC ESR- #2322) OR APPROVED EQUAL 5. SPECIAL INSPECTION IS REQUIRED FOR ANCHOR INSTALLATION. 6. CONCRETE SLAB IS 4" THICK MIN. F'c 2,500 PSI. 7. SOIL BEARING PRESSURE 500 PSF 8. THIS DESIGN ONLY ADDRESS THE ANCHORAGE OF THE FREEZER /COOLER UNITS (SHOWN IN DETAILS 1 -2 / -) TO RESIST SITE APPLICABLE SEISMIC OVER TURNING & SLIDING FORCES. THE FREEZER /COOLER UNITS ARE ASSUMED BY THIS DESIGN TO BE ABLE TO TRANSFER ALL APPLICABLE SEISMIC FORCES TO THE STEEL ANCHORAGE CLIPS SHOWN IN THE DETAILS. DESIGN OF THE STRUCTURE OF THE FREEZER /COOLER UNITS IS NOT PART OF THIS DESIGN AND IF REQ'D IS BY OTHERS. zz LIJ F w a w o�/�� Q wW " X Nom¢ rn rn o OWN C�"i N U C �) �U 0 oW0 ° H c 0 Q n T d a N 0 Y 'y N > E 2 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622- 2828/fax(757)622 -6883 �,Y R /'I" 'm r m a UNAI. ECG amines a -� -cola i lO U N U y c m y N C m v Y L M� V 0 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622- 2828/fax(757)622 -6883 �,Y R /'I" r a UNAI. ECG amines a -� -cola M� V 0 00 w ^ Q r 4b � J Q O $ � V z �w 0 Q 1w O a O w C�1 3�. w Z w LL U rn c d m o sheet SA2.2 of ASSUME THAT NO SHOP DRAWING OR RELATED SUBMITTAL COMPRISES AN INTENTIONAL VARIATION UNLESS CONTRACTOR ADVISES THIS ENGINEER OTHERWISE IN WRITING WHICH IS THEN ACKNOWLEDGED BY THIS ENGINEER IN WRITING. SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING ITEMS. SUBMIT AT LEAST 1. THIS BUILDING HAS BEEN DESIGNED TC SUSTAIN, WITHIN THE LIMITATIONS SPECIFIED 1. - - 1 (1) SET OF PRINTS FOR ENGINEERS RECORDS (1) SET OF SEPIAS TO BE CHECKED IN THE 2009 INTERNATIONAL BUILDING 1. VERIFY MATERIAL BELOW FOOTING ARE CODE (IBC), ALL DEAD LOADS AND OTHER Cd = N/A THIS SECTION APPLIES TO THE STRUCTURAL PORTIONS OF THE PROJECT REQUIRING BY ENGINEER & THEN REPRODUCED BY THE CONTRACTOR AND CALCULATIONS APPLICABLE LOADS SPECIFIED IN CHAP ER 16 OR ELSEWHERE IN THE IBC. V = N/A SPECIAL INSPECTION. THE SPECIAL INSPECTOR'S DUTIES ARE AS DESCRIBED IN d) INTERNAL PRESSURE COEFFICIENT, 3C (IF APPLICABLE) FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. PROPER DEPTH AND HAVE REACHED PROPER SAFETY REQUIREMENTS FOR THE CONTRACTOR. OBSERVATION VISITS TO THE SITE BY X MATERIAL IBC 1704 THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE FOLLOWING ITEMS: e) HEIGHT AND EXPOSURE ADJUSTMI 2. ALL ALLOWABLE STRESSES AND SOIL-BEARING VALUES SPECIFIED IN THE IBC FOR 6. SEISMIC LOAD: DUTIES AND RESPONSIBI ] I OF THE SPECIAL INSPECTOR T VERIFY EXCAVATIONS ARE EXTENDED TO a) CONCRETE REINFORCING BARS WORKING STRESS DESIGN HAVE BEEN INCREASED ONE THIRD WHEN CONSIDERING TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND a) THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL Ss = 7.140 b) CONCRETE MIX DESIGN WIND OR EARTHQUAKE FORCES EITHER ACTING ALONE OR WHEN COMBINED WITH OBSERVE SUBGRADE AND VERIFY THAT SITE DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL c) STRUCTURAL STEEL VERTICAL LOADS. NO INCREASE HAS BEEN TAKEN FOR VERTICAL LOADS ACTING AND THE ENGINEER OF RECORD FOR INSPECTION OF THE PARTICULAR TYPE d) GROUT MIX DESIGN ALONE. DESIGN CRITERIA OF CONSTRUCTION OR OPERATIONS REQUIRING SPECIAL INSPECTIONS. 3. EACH COMPONENT HAS BEEN DESIGNEE TO RESIST THE MOST CRITICAL EFFECT b) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR e) MASONRY REINFORCING BARS RESULTING FROM ALL APPLICABLE LOA COMBINATIONS REQUIRED BY THE IBC CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. f) GLUED - LAMINATED TIMBER MEMBERS 4. GRAVITY LOADS: (THESE ARE THE GENERAL DESIGN LOADS. THEY MAY BE c) COPIES OF TEST RESULTS AND FINAL REPORTS SHALL BE FURNISHED TO g) ROOF & FLOOR TRUSSES - DEFERRED SUBMITTAL DIFFERENT IN LOCAL( ED AREAS.) THIS ENGINEER IN ADDITION TO OTHER NORMAL DISTRIBUTIONS WITHIN STEEL STAIR DRAWINGS THAT ARE BY OTHERS a) DEAD LOADS: ONE WEEK OF THE TEST 0 R INSPECTION. I) HELICAL PIERS - DEFERRED SUBMITTAL I) ROOF DEAD LOAD = 15 ESE d) ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF TILT PANEL "LIFT ROOF POPUP / THE CONTRACTOR FOR CORRECTION. THEN IF UNCORRECTED TO THE j) -UP /ERECTION REINFORCING STEEL" DRAWINGS &CALCULATIONS MANSARD DEAD LOAD: = N/ ENGINEER OF RECORD AND TO THE BUILDING OFFICIAL. IN) CURTAIN WALL CALCULATIONS & PLANS FLOOR DEAD LOAD - NIA e) THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING 2. ALLOW TEN ( WORKING DAYS FOR SHOP DRAWINGS REVIEW COMMENCING THE METAL STUD WALL D.L. = N/ WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS TO THE BEST NEXT WORKING G DAY AFTER RECEIPT. PLEASE PLAN YOUR SCHEDULE ACCORDINGLY. WOOD STUD WALL = N/ OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED b) LIVE LOADS: PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS 3. NO PART OF THE CONTRACT DOCUMENTS ARE TO BE REPRODUCED AS PART OF ROOF LIVE LOAD = 20 SF (REDUCIBLE) OF THE I.B.C. THE SHOP DRAWINGS. SHOP DRAWINGS CONTAINING DETAILS, SECTIONS OR PLANS ROOF POPUP / 2. ALL TEST AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND PHOTO COPIED FROM THE CONTRACT DOCUMENTS WILL BE REJECTED. MANSARD = NIA INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT AND NOT THE LIVE LOAD: CONTRACTOR PER IBC SECTION 109, APPENDIX GAP CHAPTER, JOB SITE VISITS BY 4. BEFORE SUBMITTING A SHOP DRAWING OR ANY RELATED MATERIAL TO THIS ENGINEER. FLOOR OFFICE = N/A THE ENGINEER OF RECORD DOES NOT CONSTITUTE A SPECIAL INSPECTION. THE CONTRACTOR SHALL; REVIEW EACH SUCH SUBMISSION FOR CONFORMANCE WITH PARTITION LOAD = N/A 3. THE MEANS, METHODS, TECHNIQUES, SEQUENCES. AND OPERATIONS OF CONSTRUCTION, FLOOR EXT. = N/A THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND INSPECTION FIRM AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO, ALL OF WHICH ARE WITH A SCHEDULE TO FACILITATE THE PROPER COORDINATION OF WORK. THE SOLE RESPONSIBILITY OF THE CONTRACTOR; AND APPROVE EACH SUCH FLOOR LIGHT STORAGE = N/A 4. PORTIONS OF WORK REQUIRING SPECIAL INSPECTION: SUBMISSION BEFORE SUBMITTING IT. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY FLOOR HEAVY STORAGE = N/A A) SOIL AND FOUNDATION: CHANGES OR DELAYS CAUSED BY PREMATURELY SUBMITTING SHOP DRAWINGS. THIS FLOOR RESIDENTIAL BASIC DECKS, & STORAGE = N/A a) SOIL CONDITIONS, FILL PLACEMENT AND LOAD- BEARING YES N/A ENGINEERS SHOP DRAWINGS REVIEW AND STAMP DOES NOT ALLEVIATE THE CONTRACTORS REQUIREMENTS PER IBC 1704.7.. El RESPONSIBILITY TO REVIEW THE SAME SHOP DRAWINGS. THIS ENGINEER SHALL FLOOR RESIDENTIAL - - - - - .■ ASSUME THAT NO SHOP DRAWING OR RELATED SUBMITTAL COMPRISES AN INTENTIONAL VARIATION UNLESS CONTRACTOR ADVISES THIS ENGINEER OTHERWISE IN WRITING WHICH IS THEN ACKNOWLEDGED BY THIS ENGINEER IN WRITING. EXTERIOR BALCONIES = N/A c) SNOW LOADS: GROUND SNOW LOAD, Pg = N/A ROOF SNOW LOAD, Ps = N/A 5. WIND LOADS: PERIODICALLY VERIFICATION AND INSPECTION TASK g SHOP DRAWINGS - - a) BASIC WIND SPEED (3- SECOND GUS F), V = 90 mph TASK LISTED 1. VERIFY MATERIAL BELOW FOOTING ARE b) IMPORTANCE FACTOR, Iw = 1.0 Cd = N/A ADEQUATE TO ACHIEVE THE DESIGN BEARING 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY. THE FOLLOWING c) EXPOSURE C g) DESIGN BASE SHEAR, V V = N/A REQUIREMENTS ARE NOT INTENDED TO BE A COMPLETE LIST, BUT ARE ADDITIONAL d) INTERNAL PRESSURE COEFFICIENT, 3C PL. = f 0.18 PROPER DEPTH AND HAVE REACHED PROPER SAFETY REQUIREMENTS FOR THE CONTRACTOR. OBSERVATION VISITS TO THE SITE BY X MATERIAL i) EQUIVALENT LATERAL FORCE ANALYST P THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE FOLLOWING ITEMS: e) HEIGHT AND EXPOSURE ADJUSTMI NT COEFFICIENT, (A) = 1.0 2. THE STRUCTURE SHOWN IN THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS 6. SEISMIC LOAD: X T VERIFY EXCAVATIONS ARE EXTENDED TO COMPLETE FORM,. THE DESIGN ADEQUACY AND SAFETY OR ERECTION BRACING, SHORING a) IMPORTANT FACTOR, I = 1.0 (OCCUPANCY CATEGORY TI) X TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND b) SPECTRAL RESPONSE ACCELERATIONS Ss = 7.140 LOADS AND LOAD FACTORS HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS LISTED IN ITEMS 4b, 4c, 5, 6, & 7. SI = 0.398 OBSERVE SUBGRADE AND VERIFY THAT SITE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF HAS BEEN PREPARED PROPERLY. ITEM IS NOT A ALL WALLS AND ROOF & FLOOR SHEATHING. HE SHALL PROVIDE E THE NECESSARY ) SITE CLASS D ■ ❑ III ❑ ❑ ■ ❑ III ❑ ■ BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFORE- d) SPECTRAL RESPONSE COEFFICIENTS, SDS = 0.793 b) INSTALLATION AND TESTING OF PILE FOUNDATIONS YES N/A MENTIONED MATERIALS. SDI = 0.426 PER IBC INSTALLATION ❑........................ ............... . . 3. AN ERECTION PLAN IS REQUIRED FOR MOST CONSTRUCTION PHASES. CONTRACTOR e) SESMIC DESIGN CATEGORY A SHALL DETERMINE ALL CONSTRUCTION PHASES WHICH REQUIRE ERECTION PLANS f CONTINUOUS PERIODICALLY VERIFICATION AND INSPECTION TASK DURING TASK DURING ERECTION PLANS SHALL REMAIN ON THE CONSTRUCTION SITE AT ALL TIMES. M LISTED TASK LISTED 1. VERIFY MATERIAL BELOW FOOTING ARE MASONRY SHEARINFOR C Cd = N/A ADEQUATE TO ACHIEVE THE DESIGN BEARING X CAPACITY g) DESIGN BASE SHEAR, V V = N/A 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER h) SEISMIC RESPONSE COEFFICIENT, C X MATERIAL i) EQUIVALENT LATERAL FORCE ANALYST P PROCEDURE USED 3. PERFORM CLASSIFICATION AND TESTING OF 7, FROST LINE DEPTH = N/A CONTROLLED FILLED MATERIALS. X T VERIFY EXCAVATIONS ARE EXTENDED TO 8. THE GOVERNING BUILDING CODE IS THE 2 2009 INTERNATIONAL BUILDING CODE (IB(;) PROPER DEPTH AND HAVE REACHED PROPER X GOVERNING BUILDING DEPARTMENT MATERIAL FOR THIS PROJECT IS APPROVING ALL L LOADS AND LOAD FACTORS 5. PRIOR TO PLACEMENT OF CONTROLLED FILLED, LISTED IN ITEMS 4b, 4c, 5, 6, & 7. OBSERVE SUBGRADE AND VERIFY THAT SITE 10. N/A INDICATES THAT THIS I X HAS BEEN PREPARED PROPERLY. ITEM IS NOT A APPLICABLE TO THIS PROJECT. ■ ❑ III ❑ ❑ ■ ❑ III ❑ ■ BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFORE- d) SPECTRAL RESPONSE COEFFICIENTS, SDS = 0.793 b) INSTALLATION AND TESTING OF PILE FOUNDATIONS YES N/A MENTIONED MATERIALS. SDI = 0.426 PER IBC INSTALLATION ❑........................ ............... . . 3. AN ERECTION PLAN IS REQUIRED FOR MOST CONSTRUCTION PHASES. CONTRACTOR e) SESMIC DESIGN CATEGORY A SHALL DETERMINE ALL CONSTRUCTION PHASES WHICH REQUIRE ERECTION PLANS f f) (E) SEISMIC - FORCE- RESISTING SYSTEM, R ACCORDING TO ALL APPLICABLE SAFETY REGULATIONS. A CERTIFIED COPY OF SUCH I R = N/A ERECTION PLANS SHALL REMAIN ON THE CONSTRUCTION SITE AT ALL TIMES. M INTERMEDIATE REINFORCED n n. N A BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFORE- d) SPECTRAL RESPONSE COEFFICIENTS, SDS = 0.793 b) INSTALLATION AND TESTING OF PILE FOUNDATIONS YES N/A MENTIONED MATERIALS. SDI = 0.426 PER IBC INSTALLATION ❑........................ ............... . . 3. AN ERECTION PLAN IS REQUIRED FOR MOST CONSTRUCTION PHASES. CONTRACTOR e) SESMIC DESIGN CATEGORY A SHALL DETERMINE ALL CONSTRUCTION PHASES WHICH REQUIRE ERECTION PLANS f f) (E) SEISMIC - FORCE- RESISTING SYSTEM, R ACCORDING TO ALL APPLICABLE SAFETY REGULATIONS. A CERTIFIED COPY OF SUCH I R = N/A ERECTION PLANS SHALL REMAIN ON THE CONSTRUCTION SITE AT ALL TIMES. M INTERMEDIATE REINFORCED n n. N A MASONRY SHEARINFOR C Cd = N/A 4. TEMPORARY LOADING DURING CONSTRUCTION SHALL NOT OVERLOAD DESIGN VALUES, CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL TRADES OF SUCH DESIGN VALUES. g g) DESIGN BASE SHEAR, V V = N/A THE USE OF ATV TYPE MATERIAL HANDLING EQUIPMENT IS PROHIBITED FROM USE S ON WOOD ROOFS AND ELEVATED FLOORS. h) SEISMIC RESPONSE COEFFICIENT, C S = N/A h 5. THE CONTRACTOR SHALL PROVIDE ATTACHED VISIBLE PLATES INDICATING THE DESIGN i i) EQUIVALENT LATERAL FORCE ANALYST P PROCEDURE USED LOADS IN ALL SPACES AS REQUIRED BY APPLICABLE SAFETY REGULATIONS. THE 7 7, FROST LINE DEPTH = N/A OCCUPANT OF THE BUILDING SHALL BE RESPONSIBLE FOR KEEPING THE ACTUAL LOAD BELOW THE ALLOWABLE LIMITS, 8 8. THE GOVERNING BUILDING CODE IS THE 2 2009 INTERNATIONAL BUILDING CODE (IB(;) 6. CONTRACTOR SHALL DETERMINE IF A CALOSHA PERMIT IS REQUIRED, IF SO, IT SHALL 9 9. BY ISSUING A BUILDING PERMIT, THE G GOVERNING BUILDING DEPARTMENT BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN SUCH PERMIT. F FOR THIS PROJECT IS APPROVING ALL L LOADS AND LOAD FACTORS LISTED IN ITEMS 4b, 4c, 5, 6, & 7. 7. THE LACK OF A HIGH GUARDRAIL AT BUILDING PARAPETS FLOOR OPENING & ROOF 1 10. N/A INDICATES THAT THIS I OPENINGS DOES NOT MEET CURRENT LABOR CODE FOR AN OCCUPIED SPACE, ITEM IS NOT A APPLICABLE TO THIS PROJECT. THIS ENGINEER RECOMMENDS THE USE GUARDRAILS AT STATED LOCATIONS. D IF GUARDRAILS ARE NOT USED THE OWNERS SHALL ACCEPT FULL RESPONSIBILITY. G G DESIGN CRITERIA CONTINUOUS PERIODICALLY VERIFICATION AND INSPECTION TASK DURING TASK DURING LISTED TASK LISTED 1. VERIFY PILE MATERIALS, SIZES AND LENGTHS COMPLY WITH THE REQUIREMENTS. X 2. DETERMINE CAPACITIES OF TEST PILES AND CONDUCT ADDITIONAL LOAD TESTS, AS X REQUIRED 3, OBSERVE DRIVING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH X PILE. 4, VERIFY PLACEMENT LOCATIONS AND PLUMBNESS CONFIRM TYPE AND SIZE OF HAMMER, RECORD NUMBER OF BLOWS PER FOOT OF PENETRATION, DETERMINE REQUIRED X PENETRATIONS TO ACHIEVE DESIGN CAPACITY, RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT ANV PILE DAMAGE. ❑ ■ ❑ ■ ❑ ■ ❑ ■ LOCATIONS STATING "CAUTION: NO GUARDRAIL'. c) INSTALLATION AND TESTING OF PIER FOUNDATIONS YES N/A 1- THE SOILS REPORT (SEE NOTE a &b B 8. ALL TEMPORARY FLOOR AND ROOF OPENINGS LACKING GUARDRAILS SHALL BE LOW WHERE APPLICABLE) IN ITS ENTIRELY PER IBC 1704.9. 1''..'', I....... 71 E - - - -- - - - -- - - -- ADEQUATELY COVERED AND DESIGNED TO RESIST CONSTRUCTION TRAFFIC LOADS. SHALL BE INCLUDED AS PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR 9. CONTRACTOR SHALL VERIFY THAT ALL SKYLIGHTS ARE DESIGNED TO WITH STAND IS RESPONSIBLE FOR READING AND UNDERSTANDING ALL OF THE SOILS REPORTS THE LOADS SPECIFIED IN THE INTERNATIONAL BUILDING CODE, RECOMMENDATIONS, ALL OF THE SOILS REPORTS RECOMMENDATIONS MUST BE 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES FOLLOWED. FOR RECOMMENDED SOIL EEARING PRESSURE, FOUNDATION MATEFIAL WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE AND SITE GRADING SEE SOILS AND GEOLOGICAL REPORT BY: CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN NO SOILS REPORT HAS BEEN PROVIDED 13Y THE OWNER CONJUNCTION WITH THE EXECUTION OF THIS WORK. - 11. MATERIAL USED IN THIS DESIGN MAY BE HAZARDOUS TO ONES HEALTH. THE _ CONTRACTOR AND OWNER SHALL ACCEPT ALL RESPONSIBILITY AND SHALL POST DESIGN SOIL BEARING VALE = 1500 PSF. IBC TABLE 1804..2 SUCH WARNING DURING CONSTRUCTION, 2. EXISTING FOOTING OR FOUNDATIONS WHICH MAY BE AFFECTED BY ANY 12. THE CONTRACTOR, DURING CONSTRUCTION, AND THE OWNER, DURING OCCUPANCY, EXCAVATION SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED SHALL ASSUME ALL RESPONSIBILITY FOR PROPER ROOF MAINTENANCE TO INSURE PROPER ROOF DRAINAGE. AGAINST SETTLEMENT AND SHALL BE PROTECTED AGAINST LATERAL MOVEMENT, 13. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION INCLUDING BUILDING ERECTION 3. FILLS USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SAFETY, THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL ERECTION LAWS AND SHALL BE PLACED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. A GUIDELINES. IF THE CONTRACTOR FEELS THAT THE ERECTION OF THE STRUCTURE SOIL INVESTIGATION REPORT AND A R PORT OF SATISFACTORY PLACEMENT REPRESENTED IN THESE PLANS WILL NOT MEET THOSE LAWS & GUIDEUNES. THE OF FILL BOTH ACCEPTABLE TO THE BUILDING OFFICIAL AND THE ENGINEER CONTRACTOR MUST NOTIFY THE ENGINEER BEFORE CONSTRUCTION AND FABRICATION BEGINS, OF RECORD SHALL BE SUBMITTED, A SOILS REPORT PROVIDES THE BUILDINk; DESIGN ENGINEER WITH SITE PREPARAT N AND FOUNDATION DESIGN RECOMMENDATIONS. ADDITIONAL SAFETY NOTES F THE BUILDING OWNER OR TENNANT AUTHORIZING THE CURRENT CONSTRUCTION DOES NOT P OVIDE A SOILS REPORT TO THE - - - ENGINEER OF RECORD, THE OWNER OR TENNANT AUTHORIZING THE CURRENT '' -V_: I: -; CONSTRUCTION BY PROCEEDING WITH CONSTRUCTION, IS PROCEEDING AT 1. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. THEIR OWN RISK AND THIS ENGINEER ASSUMES NO RESPONSIBILITY FOR THE REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. POSSIBLE MOVEMENTOOF THE SOILS SUPPORTING THE BUILDING FOUNDATION. 2. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL, 4. FOUNDATIONS SUPPORTING WOOD SHAL EXTEND AT LEAST 6" ABOVE THE PLUMBING, ELECTRICAL, CIVIL AND MECHANICAL DRAWINGS. THE CONTRACTOR ADJACENT FINISH GRADE. IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP 5. VAPOR BARRIER SHOULD CONFORM WITH ASTM ® 775 -85 STANDARD DRAWINGS AND WORK. PRACTICE FOR SELECTION OF VAPOR R ARDER FOR THERMAL INSULATION. 3. NO OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE 6. SITE PREPARATION SHOULD BE DONE ACCORDING TO THE SITE SOILSa. WRITTEN APPROVAL OF THE ENGINEER OF RECORD. REPORT. GENERAL SITE CLEARING SH ULD INCLUDE REMOVAL OF 4. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE VEGETATION; EXISTING UTILITIES; STRUCTURES INCLUDING FOUNDATION; BASEMENT WALLS AND FLOORS; EXISTING STOCKPILE SOIL; TREES AND MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. ASSOCIATED ROOT SYSTEMS; RUBBLE; UBBISH; AND ANY LOOSE AND / OR 5. OPENINGS V -4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN SATURATED MATERIAL. SITE STRIPPING SHOULD EXTEND TO A MINIMUM DEPTH ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND OF 2 TO 4 INCHES, OR UNTIL ALL ORGANICS IN EXCESS OF 3 PERCENT BY MECHANICAL DRAWINGS FOR SUCH OPENINGS. VOLUME ARE REMOVED. DEEPER STRIP ING MAY BE REQUIRED IN LOCALIZED AREAS, THESE MATERIALS WILL NOT BE SUITABLE FOR USE AS ENGINEERED 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF FILL. CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. 7. DEVELOP AND MAINTAIN SITE GRADES WHICH WILL RAPIDLY DRAIN SURFACE CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF AND ROOF RUNOFF AWAY FROM FOUNDATIONS AND FLOOR SLABS - BOTH THE FRAMING AT THE TIME THE LOADS ARE IMPOSED, DURING AND AFTER CONSTRUCTION, ADJACENT OF AT LEAST 5' AWAY FROM 7. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. STRUCTURES TO PRECLUDE POUNDING F WATER ADJACENT TO FOUNDATIONS. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY 8, THE CONTRACTOR SHALL BE RESPONSI LE FOR ALL SHORING NECESSARY TO BRACING AND / OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF SUPPORT CUT AND / OR FILL BANKS DURING EXCAVATION, AND FOR THE CONTRACTORS CONSTRUCTION METHODS AND / OR SEQUENCE. FORMING AND PLACEMENT OF CONCRET . GENERAL CONTRACTOR AND 8. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. CONCRETE SUB- CONTRACTOR SHALL REVIEW AND FAMILIARIZE THEMSELVES WITH THE SOILS REPORT.a- 9. CONTRACTOR'S CONSTRUCTION AND / OR ERECTION SEQUENCES 9_ VERIFY BUILDING ORIENTATION & PLACE ENT ON THE SITE WITH THE SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL APPROVED PROJECT SITE PLAN. THE PF OJECT SITE PLAN SUPERSEDES NORTH & MOISTURE CHANGES THAT WILL RESULT IN MOVEMENTS OF ARROW SHOWN ON THE STRUCTURAL PLANS. STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 10. THE CONTRACTOR SHALL INFORM THE ENGINEER OF RECORD IN WRITING 10. A LETTER FROM SOIL ENGINEER SHALL BE PROVIDED CONFIRMING THAT THE OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR FOUNDATIONS PLAN, GRADING PLAN, AN SPECIFICATIONS HAVE BEEN SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION REVIEWED AND THAT IT HAS BEEN DETERMINED THAT THE RECOMMENDATIONS BY THE ENGINEER OF RECORD, REVIEW OF SHOP DRAWINGS, PRODUCT IN THE SOILS REPORT ARE PROPERLY CORPORATION INTO THE PLANS. DATA, ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE 11. CONTINUOUS AND PAD FOOTINGS SHOO D HAVE A MINIMUM EMBEDMENT ENGINEER OF RECORD OF SUCH DEVIATION AT THE TIME OF DEPTH AS SPECIFIED IN THE FOOTING CHEDULE ( "T ") OR NOTED IN THE SUBMISSION, AND THE ENGINEER OF RECORD HAS GIVEN WRITTEN PLANS BELOW ROUGH PAD GRADE OR ADJACENT EXTERIOR GRADE, WHICHEVER APPROVAL TO THE SPECIFIC DEVIATION. IS LOWER. THE ENGINEER MUST BE NO IFIED IF THERE IS A DISCREPANCY BETWEEN THE SOILS REPORTa' REQUIREMENTS AND THE STRUCTURAL PLANS. 11. THE CONTRACTOR MUST ENSURE THAT MANUFACTURED (ENGINEERED 12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CIVIL & BY OTHERS) ROOF & FLOOR FRAMING IS DESIGNED TO RESIST UPLIFT ARCHITECTURAL PLANS, WITH RESPECT 0 GRADE, WITH THE FOUNDATION LOADS DURING & AFTER CONSTRUCTION. PLAN. THIS INCLUDES, BUT IS NOT LIMI ED TO, COORDINATING ALL REQUIRED EXISTING CONSTRICTION NOTES STEP FOOTING LOCATIONS BASED ON THE GUIDE LINES IN THE STEPPED 12. WORK SHOWN IS NEW UNLESS INDICATED AS EXISTING. CONCRETE FOOTING DETAIL BETWEEN THE REQUIRED FINAL GRADING / CIVIL PLANS & ARCHITECTURAL PLANS AND F OTING/ FOUNDATION LAYOUT. ANY 13. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING JOB CONDITIONS, DISCREPANCIES MUST BE BROUGHT TO HE ENGINEERS ATTENTION BEFORE REVIEW ALL DRAWINGS AND VERIFY DIMENSIONS, ELEVATION, AND MEMBER ANY CONSTRUCTION BEGINS. SIZES PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IN WRITING OF ALL 13. THE EXTERIOR FLATWORK SHOULD BE FOURED SEPARATELY IN ORDER TO ACT DISCREPANCIES AND EXCEPTIONS BEFORE PROCEEDING WITH THE WORK. INDEPENDENTLY OF THE WALLS AND FO NDATION SYSTEM. SEE CIVIL / ARCH. PLANS FOR EXTERIOR FLATWORK INFO. 14. THE REMOVAL, CUTTING DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL 14, THE GEOTECHINICAL ENGINEER SHALL S BMIT A WRITTEN STATEMENT WITH A BE PERFORMED WITH GREAT CARE IN ORDER NOT TO JEOPARDIZE THE COPY DIRECTLY TO THE STRUCTURAL ENGINEER AT THE COMPLETION OF THE STRUCTURAL INTEGRITY OF THE BUILDING STRUCTURAL SYSTEM. IF PART OF THE PROJECT SUMMARIZING THE TEST RESULTS STRUCTURAL MEMBERS OR MECHANICAL, ELECTRICAL, OR ARCHITECTURAL / ITEMS FEATURES NOT INDICATED FOR REMOVAL INTERFERE WITH THE NEW WORK, MONITORED WITH THE SPECIFIC REQUIREMENTS. THE ENGINEER OF RECORD SHALL BE IMMEDIATELY NOTIFIED AND PRIOR NOTE: . WRITTEN APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OR MODIFICATION OF MEMBERS. a. IF NO SOILS REPORT HAS BEEN PR VIDEO BY THE OWNER OR TENNANT AUTHORIZING THE CURRENT CONSTR CTION AS INDICATED BY NOTE 1, 15. THE CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE TO EXISTING FRAMING THE OWNER OR TENNANT AUTHORTY G THE CURRENT CONSTRUCTION BY CAUSED DURING CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP. PROCEEDING WITH CONSTRUCTION, IS PROCEEDING AT THEIR OWN RISK CONTACT THE ENGINEER OF RECORD TO VERIFY THE PROPOSED REPAIR AND THIS ENGINEER ASSUMES NO FESPONSIBILITY FOR THE POSSIBLE SOLUTION. MOVEMENT OF THE SOILS SUPPORTING THE BUILDING FOUNDATION. IF NO 16. THE CONTRACTOR MUST NOTIFY THE ENGINEER PRIOR TO BEGINNING SOILS REPORT HAS BEEN PROVIDED IGNORE THE SOILS REPORT CONSTRUCTION OR FABRICATION REGARDING ANY EXISTING MECHANICAL UNITS REFERENCE IN NOTES 3,6,8,10 & 1 1. OR OTHER HEAVY ITEMS (200+ LBS) ON EXISTING ROOF /FLOOR FRAMING NO b•THE BUILDING CODE REQUIRES THAT A SOILS REPORT BE PROVIDED FOR SHOWN IN THESE PLANS BUT LOCATED ON STRUCTURAL MEMBERS THAT ARE ALL PROJECTS IN SEISMIC DESIGN CATAGORIES C -F. BY PROCEEDING BEING MODIFIED OR RECEIVING NEW LOADS FROM THESE PLANS. WITH CONSTRUCTION THE OWNER OF TENANT AUTHORIZING THE CURRENT DEMOLITION SHORING NOTES: CONSTRUCTION MUST OBTAIN WRIEFFENI PERMISSION FROM THE GOVERNING BUILDING DEPARTMENT TO PROCEED W/ CONSTRUCTION W/O A SOILS 17. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS REPORT & TO USE THE BUILDING C DE TABLE 1804.2 FOR SOIL DESIGN OF ALL DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY VALUES. SHORING, BRACING AND PROTECTION AS NECESSARY FOR SAFETY, STABILITY AND PROTECTION OF ALL EXISTING ELEMENTS AND STRUCTURE TO REMAIN. APPLIEDALOADSONICLUDNG DEADNLOAD LOAD, LOADS,, USNOW OLOADSSA DLL 7 �FOUNDATION NOTES CONSTRUCTION LOADS, TO PROVIDE STABILITY, AND TO PROVIDE FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL ANY REQUIRED MODIFICATIONS TO THE STRUCTURE ARE COMPLETED. 10 MISCELLANEOUS CONTINUOUS PERIODICALLY VERIFICATION AND INSPECT( TASK ASK D UR NG TASK DURING LISTED TASK LISTED 1. OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH X - PIER. 2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM PIER DIAMETERS, BELL DIAMETER (IF APPLICABLE), LENGTHS, X _ EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND ADEQUATE END BEARING STRATA CAPACITY. B) STEEL CONSTRUCTION PER IBC 1704.3 VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED TANDARD° 1. MATERIAL VERIFICATION OF HIGH - STRENGTH BOLTS, NUTS AND WASHERS: a)INDENTIFICATION MARKINGS APPLICABLE ASTM TO CONFORM TO ASTM MATERIAL STANDARDS SPECIFIED IN X SPECIFICATIONS; THE APPROVED ASS 360, SECTION CONSTRUCTION DOCUMENTS. A3.3 b) MANUFACTURER'S CERTIFICATE OF X COMPLIANCE REQUIRED. 2, INSPECTION OF HIGH - STRENGTH BOLTING: .)BEAR ING - TYPE AISC 360, SECTION CONNECTIONS. X M25 b) SLIP - CRITICAL AISC 360, SECTION CONNECTIONS. X X MI 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: a) INDENTIFICATION MARKING TO CONFORM TO ASTM ASTM A6 OR ASTM STANDARD SPECIFIED IN A 568 THE APPROVED CONSTRUCTION DOCUMENTS. b) MANUFACTURES CERTIFIED ASTM AS OR ASTM MILL TEST REPORTS A 568 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: o) INDENTIFICATION MARKING TO CONFORM TO AWS SPECICIFCATION IN THE AISC 360, SECTION APPROVED COINSTRUCTION A3.5 DOCUMENTS. b) MANUFACTURES CERTIFIED OF COMPLIANCE REQUIRED. 5. INSPECTION OF WELD: .)STRUCTURAL STEEL: 1) COMPLETE AND PARTIAL PENETRATION GROOVE X AWS D1.1 WELDS. 2) MULTIPASS FILLET WELDS. X ASS D1.1 3) SINGLE PASS FILLET X AWS DL1 WELDS > 5/16" 4 SINGLE PASS FILLET WELDS < 5/16" X AWS D1.1 5) FLOOR AND ROOF DECK WELDS X AWS D1.3 b) REINFORCING STEEL' 1) IF OF AWS D1.4 WELDARLITY OF ACI 318:3.6.2 REINFORCING STEEL X OTHER THAN ASTM A 7D6. 2) REINFORCING STEEL - RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT X AWS D1.4 FRAMES AND BOUNDARY ELEMENTS OF SPECIAL ACI 318:3.5.2 REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. 3) SHEAR REINFORCEMENT X AWS D1A ACI 3183.5.2 4) OTHER REINFORCEMENT X AWS D1.4 ACI 318:3.5.2 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: .) DETAILS SUCH AS BRACING AND STIFFENING. b) MEMBER LOCATIONS ,)APPLICATION OF JOINT DETAILS AT EACH CONNECTION. ❑ E ❑ III YES N/A 1011111111111111111111111111111111 1 ❑ ■ ❑ ■ YES NO N/A ■ ❑ ❑ E ❑ ❑ ■ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ■ ❑ ■ ■ ❑ ■ ❑ ❑ III C) CONCRETE CONSTRUCTION PER IBC 1704.4 (NOT APPLICABLE TO ISOLATED SPREAD FOOTINGS YES OR NON- STRUCTURAL SLABS ON GROUND) ......................... ■ VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD' 1. INSPECTION OF REINFORCING STEEL, INCLUDING X ACI 318: 15, 7.1 -7.7 PRESTRESSING TENDONS, AND PLACEMENT. 2. INSPECTION OF REINFORCING STEEL WELDING IN AWS D1.4 ACCORDANCE WITH TABLE ACI 318: 3.5 .2 1704.3, ITEM Sb 1 INSPECTION BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING X PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED. 4 N MX. OF REQUIRED X ACI 318 DES( : CH. 4,5.2 -5.4 5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR ASTM C 172 STRENGTH TESTS, PERFORM X ASTM C 31 SLUMP AND AIR CONTENT ACI 318: 5.6,5 .8 TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 6. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION X ACI 31B: 5.9,5.10 TECHNIQUES. 7. INSPECTION FOR MAINTENANCE OF SPECIFIED EC TED CURING TEMPERATURE AND X ACI 318: 5115.13 TECHNIQUES. B. INSPECTION OF PRESTRESSED CONCRETE: .) APPLICATION OF X PRESTRESSED FORCES. b GROUTING OF BONDED ACI 318: 18.20 PRESTRESSED TENDONS IN X ACI 318: 18.18.4 THE SEISMIC - FORCE - RESISTING SYSTEM 9.ERECRON OF PRECAST CONCRETE MEMBERS X ACI 318: CH. 16 10.VERIFICATION ON IN -SITU CONCRETE STRENGTH PRIOR TO STRESSING OF TENDONS IN POSTTENSIONED CONCRETE X ACI 318: 6.2 AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 11.INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE X ACI 318: 6.1.1 CONCRETE MEMBER BEING FORMED, ■ El ❑ El El YES D) MASONRY CONSTRUCTION PER IBC 1704. 5 ... ............................... ❑ LEVEL 1 FREQUENCY OF REFERENCE FOR INSPECTION CRITERIA INSPECTION TASK CONTINUOUS PERIODICALLY ACI 53D /ASCE ACI 536.1 /ACSE DURING TASK DURING 5 /TMS 402° 6 /TMS 602° LISTED TASK LISTED 1 A MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: .) PROPORTIONS OF SITE - PREPARED X ART 2.6A MORTAR b) CONSTRUCTION OF X ART 3.313 MORTAR JOINTS c) LOCATION OF REINFORCEMENT, CONNECTORS, X ART 3.4 PRESTRESSING ART 3 -6A TENDONS AND ANCHORAGES d) PRESTRESSING X ART 3.613 TECHNIQUE e) GRADE AND SIZE OF PRESTRESSING X ART CAB TENDONS AND ART 2AH ANCHORAGES 2, THE INSPECTION PROGRAM SHALL VERIFY: o) SIZE AND LOCATION OF STRUCTURAL X ART 3.3G ELEMENTS b) TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF X SEC 1.2.2(e) MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONTSRUCTION c) SPECIFIED SIZE, ART 24 GRADE AND TYPE OF X SEC 1.13 ART 34 REINFORCEMENT d) WELDING OF SEC 2.1.10.7.2 ART 2.4 REINFORCING BARS X SEC 3.3.3.4(b) ART 3.4 e) PROTECTION OF MASONRY DURING COLD WEATHER ART 13C (TEMPERATURE BELOW X 40 "F) OR HOT ART 1.SD WEATHER (TEMPERATURE ABOVE 99F) I) APPLICATION AND MEASUREMENT OF X ART 3.6B PRESTRESSING FORCE 3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: a) GROUT SPACE IS CLEAN X ART 3.2D b) PLACEMENT OF REINFORCEMENT AND CONNECTORS AND PRESTRESSING X SEC 1 -13 ART 3.4 TENDONS AND ANCHORAGES c) PROPORTIONS OF SITE - PREPARED GROUT AND PRESTRESSING GROUT X ART 26B FOR BONDED TENDONS d) CONSTRUCTION OF MORTAR JOINTS X ART 3.313 4, GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE X ART 3.5 AND CONSTRUCTION DOCUMENT PROVISIONS .) GROUTING OF PRESTRESSING X ART 3.6C BONDED TENDONS 5. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR X ART 1A SPECIMENS AND /OR PRISMS SHALL BE OBSERVED 6. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION X ART 1.5 DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED El El El YES NO E) WOOD CONSTRUCTION PER IBC 1704.6 ........ ............................... ❑ ❑ ❑ 0 a) HIGH -LOAD DIAPHRAGM: INSPECT WOOD STRUCTURAL PANEL SHEATHING TO ASCERTAIN WHETHER IT IS THE GRADE AND THICKNESS SHOWN ON THE APPROVED BUILDING PLANS AND VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINTING PANEL EDGES THE NAIL OR STAPLE DIAMETER AND FASTENERS THE NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED BUILDING PLANS. ❑ 0 F) EXPANSION / ADHESIVE ANCHORS IN CONCRETE OR MASONRY .1111111 ❑ ❑ ■ (IF THEY ARE REQUIRED BY THESE PLANS OR REQUIRED DURING CONSTRUCTION) 5. APPROVED FABRICATORS: (MUST SUBMIT CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICAL PER IBC 1704.2.2 FOR ALL OFFSITE FABRICATION SUCH AS STRUCTURAL STEEL, TES NO N/A GLU -LAMS, PRECAST CONCRETE, ETC. ........ ............................... I'm ❑ ❑ ❑ 0 6. STRUCTURAL OBSERVATION REQUIRED ... _.._ . ❑ 0 WHEN REQUIRED BY THIS ENGINEER OR THE BUILDING OFFICAL, THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD (EOR) BRAD YOUNG AND ASSOCIATE ❑ ❑ 0 INC. TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN IBC 1709, AND A THE INSTANCES LISTED BELOW (a). PLEASE PROVIDE 2 WEEKS NOTICE IN ❑ ❑ ■ WRITING PRIOR TO NEEDING ALL INSPECTIONS. a) 5 SPECIAL INSPECTION NOTES N/A 1. DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE STANDARD NOTES AND DETAILS ❑ CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE S1.1 - -- STANDARD NOTES AND DETAILS PROJECT SHALIL BE PROMPTLY REPORTED TO THE ENGINEER BEFORE CONSTRUCTION OR S1.2 -- STANDARD NOTES AND DETAILS FABRICATION BEGINS. DO NOT SCALE DRAWINGS. S1.3 STANDARD NOTES AND DETAILS 2.ALL IDEAS, DE51GNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE (OWNED BY AND THE PROPERTY OF BRAD YOUNG & ASSOCIATES, INC. (BYA), PLANS AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH S2.1 - FOUNDATION PLAN ■ THE SPECIFIED PROJECT ONLY. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS S2.2- � ROOF PLAN SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY FRAMING DETAILS PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BYA, FILING THESE 5MI - - - -�� � FRAMING DETAILS DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME. REUSE, � REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. S3.2 - FRAMING DETAILS TITLE TO THESE PLANS REMAINS WITH THE BRAD YOUNG & ASSOCIATES, INC. AND VISUAL S3.3 -- FRAMING DETAILS CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF FIXTURE PLAN THESE RESTRICTIONS. 3. ALL WORK SHAILL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE, OR SA1.1- - - FIXTURE PLAN 0 FEDERAL AGENCIES HAVING JURISDICTION. BRAD YOUNG & ASSOCIATES, INC. ASSUMES NO SA2.1 FIXTURE DETAILS RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF THE SA2.2 FIXTURE DETAILS WORK SHOWN ON THESE DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE /'� �1 y RESPONSIBILITY OF THE CONTRACTOR. ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO STRUCTURAL DRAWINGS INDEX ❑ THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF BRAD YOUNG &ASSOCIATES, INC. DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN WRITING PRIOR TO - - - - - _ _ _ T IS THE CONTRACTOR'S NTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THE PROGRESS OF THE PROJECT TO FACILITATE OUR ON -SITE VISITS TO ANSWER A.B. ANCHOR BOLT ELEV. ELEVATION NO. or # NUMBER QUESTIONS AND VIEW THE PROGRESS AND QUALITY OF WORK IF REQUIRED. A.B. ADJUSTABLE FOR ENGINEER OF RECORD O.C. ON CENTER 0 4. THE CONTRACTOR SHALL NOTIFY OUR OFFICE 48 HOURS PRIOR TO THE FOLLOWING ABV. ABOVE ENGR. ENGINEER DENG. OPENING PHASES OF CONSTRUCTION * ONLY IF THESE PLANS OR ANY OTHER AUTHORITY A.C.I. AMERICAN EQ. EQUAL OPP. OPPOSITE SPECIFICALLY REQUIRES THE ENGINEER OF RECORD TO MAKE A JOB INSPECTION. CONCRETE EQUIP. EQUIPMENT O.D. OUTSIDE DIA. a) FOUNDATION POURS * INSTITUTE ES EDGE SCREW OR PL PLATE ■ b) AFTER THE ERECTION OF THE SUPERSTRUCTURE AND PRIOR A.I.S.C. AMERICAN EACH SIDE PENNY(d) NAILS TO CL051NG -IN OF ANY PHASE, * INSTITUTE OF EXIST (E) EXISTING PLYWD. PLYWOOD STEEL CONSTR. EXP. EXPANSION P.S.F. POUNDS PER 5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF A.S.T.M. AMERICAN SOCIETY FIN. FINISH SQUARE FOG ALL DIMENSIONS. GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT FOR TESTING F.N. FIELD NAILING P.S.I. POUNDS PER E THE JOB SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY & MATERIALS FM FACE MOUNT SQUARE NICE DISCREPANCIES TO THE ENGINEER FOR CLARIFICATION AND CORRECTION PRIOR TO APA AMERICAN PLYWOOD FLR. FLOOR PRESS. PRESSURE BEGINNING ANY WORK. ASSOCIATION FIE FLOOR TO FLOOR R. RADIUS 6. ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL ARCH. ARCHITECT(URAL) FTG. FOOTING REINF. REINFORCING LOCATION. BRAD YOUNG & ASSOCIATES, INC. HAS NOT PERFORMED CONSTRUCTION FUN, FOUNDATION READ. REQUIRED AWS AMERICAN WELDING ENGINEERING (SHORING CALCULATIONS) OR ENGINEERING NECESSARY TO PLACE ANY FRMG. FRAMING RM. ROOM E STRUCTURAL MEMBERS IN THEIR FINAL LOCATION (ERECTION CALCULATIONS). BD. BOARD GA. GAUGE SCHED. SCHEDULE BF. BRACED FRAME GALV. GALVANIZED SHTG. SHEATHING 7. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN GF GOOD FOR SET. SHEET OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME BLK. BLOCK G.L.B. GLUE LAM BEAM SIM. SIMILAR NATURE AS SHOWN FOR SIMILAR CONDITIONS. TYPICAL DETAILS ARE AT NO SCALE, BLKG. BLOCKING GIRD. GRADE SLV SHORT LEG BOT. BOTTOM H.D. HOEDOWN VERTICAL 0 8. DO NOT SCALE STRUCTURAL DRAWINGS, IF DIMENSIONS OR DETAIL ARE NOT CLEAR, OR BLDG. BUILDING F.D. HANGER SPEC. SPECIFICATION DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THE ENGINEER. BM. BEAM STGR. STAGGER FOR. HEADER B.N. BOUNDARY NAILING STD. STANDARD 9. SEE MECHANICAL, ELECTRICAL, AND /OR ARCHITECTURAL DRAWINGS FOR LOCATION AND C CHANNEL HT. HEIGHT STL. STEEL SIZE OF PIPES, CONDUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND CLG. CEILING HORIZ. HORIZONTAL STIFF. STIFFENER 0 OTHER SIMILAR OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS. CUR. CLEAR HSB. HIGH STRENGTH STRUCT. STRUCTURAL 10.SEE MECHANICAL, ELECTRICAL AND /OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF COL. COLUMN BOLT SQ. SQUARE BOLTS, ANCHOR'S AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON C.M.U. CONCRETE MASONRY H.S. HIGH SIDE SYM. SYMMETRICAL STRUCTURAL DI$AWINGS, C.J. CONSTRUCTION D. INSIDE DIAMETER THIN. THICK LANCE 11.SEE PLUMBING & ARCHITECTURAL PLANS FOR REQUIRED SLAB WORK FOR FLOOR DRAINS JOINT TNT. INTERIOR TS TUBE STEEL 0 12.THE DESIGN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH ALL ACCEPTED LOCAL CONC. CONCRETE JST. JOIST U.B.C. UNIFORM GOVERNING CODES OF THE PARTICULAR AREA UNDER CONSTRUCTION. CONN. CONNECTION K or KIPS 1000 Ibs BUILDING CODE CONSTR. CONSTRUCTION LAM. LAMINATED U.N.O. UNLESS NOTED N/A 13.THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S CONT. CONTINUOUS LB or LBS. POUNDS OTHERWISE 0 PERFORMANCE, IF REQUIRED, IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY DA DOUBLE ANGLE L.S. LOW SIDE VERT. VERTICAL OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE, DEMO. DEMOLISH LT, WT. LIGHT WEIGHT W. WIDTH 14.ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER FIELD REPRESENTATIVES DURING DET. DETAIL LLV LONG LEG VERTICAL WT. WEIGHT CONSTRUCTION 'SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION DIAG. DIAGONAL M.B. MACHINE BOLT W.W.F. WELDED WIRE SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED DIA. (0) DIAMETER MAS. MASONRY FABRIC BY THE ENGINESER WHETHER PERFORMED PRIOR T0, DURING, OR AFTER COMPLETION OF DIM. DIMENSION MAX, MAXIMUM W.W.M. WELDED WIRE DBL. DOUBLE ME. MOMENT FRAME MESH CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY DWG. DRAWING MIL. METAL W.F. WIDE FLANGE CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICA- EA. EACH MIN. MINIMUM W/ WITH TIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT E, N, EDGE NAILING N.T.S. NOT TO SCALE WS WOOD SCREW BE CONSTRUED AS SUPERVISION OF CONSTRUCTION III 5. ALL WORK SHAI1 CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY REQUIRE- MENTS OF O.S.H.A. AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. 6. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS THE IN RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS, -STEEL Ilr I'',- T= L -1_II - NATIVE SOIL 0 EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER ESTABLISHED CONSTRUCTION PRACTICES. 7.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE - MASONRY �c✓� - ENGINEERED FILL IN COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL MATERIAL AND LABOR SHOWN OR INFERRED ON THESE PLANS. 8. - ALL D WORK PERFORM AG MATERIAL AN ED SHALL CONFORM WITH THE REQUIREMENTS OF GREGATE 0 -GROUT 0 THE INTERNATIONAL BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING ORDINANCES. ALL REFERENCE TO THE INTERNATIONAL BUILDING CODE SHALL BE THE LATEST ADOPTED EDITION. -WOOD BLOCK - - CONCRETE E 9. THE CONTRACT (DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE 0 - CONTINUOUS WOOD MEMBER AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED � TO BRACING ANO SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE DETAIL MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED DETAIL BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY ■ OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, SHEET DRAWN ON :0) - WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, DO NOT X _DETAIL CDT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS X REFERENCE SUPERVISION OF CONSTRUCTION. 20.WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDRION, IT SHALL APPLY SECTION CUT 0 FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. X _ _ _ _ _ _I 21. THE CONTRACTORS REFERENCE IT SHALL BE THE RESPON I S ERRS FOR THE SUPERVISION OF 0 THE WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS. XX _FOOTING SO COLUMN 22.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE RESPONSIBILITY OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS XX SCHEDULE ITEM III SHALL BE DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC ZA SHEARWALL E 23. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY SCHEDULE ITEM DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 24.CONCR = ON -GRADE HAS NO ETE SLAB T BEEN DESIGNED FOR CONSTRUCTION LOADS OR +HEIGHT ELEVATION SPECIFIC OCCUPANT SERVICE LOADS BY THIS ENGINEER. 7.0� (SECTIONS & PLANS) ■ 25.VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THIS ENGINEER. 26.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES 27.CONSTRUCTION AND MATERIAL SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE INDICATES NEW BUILDING E WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES � GRID LINE. HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. X INDICATES EXISTING BUILDING E 28.ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE GRID LINE. THE CONTRACTOR AND / OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING I� THE REQUIRED MATERIALS OR LABOR SPECIFIED. III!'- INDICATES A MOMENT 29.CONSTRUCT TH05E FEATURES OF THE PROJECT, WHICH MAY NOT BE FULLY SHOWN, IN Q CONNECTION ■ A MANNER SIMILAR TO THAT USED FOR SIMILAR FEATURES. ^ SYMBOLS 30.SEE ALSO SPECIFICATIONS. WHERE AVAILABLE. _j 31.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR V - - 0 THE PROPER EXECUTION OF SAME, 32.CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH . WORK. COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS, ELEVATIONS, SEC- TIONS, DETAILS ETC. 33.THE STRUCTURAL SYSTEMS HAVE BEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE LOADS AS PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD E ENGINEERING PRACTICES, WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED LOADS FROM STORAGE AND HANDLING OF CONSTRUCTION MATERIALS OR FROM OPERATION OF CONSTRUCTION EQUIPMENT, THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, BRACING, AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION, STABILITY, AND SAFETY 0 OF NEW WORK AND PROVIDE PROTECTION AS REQUIRED FOR THE SAFETY OF PEDESTRIANS AND JOB SITE PERSONNEL. AT ALL TIMES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY PROPERTY. A OF PERSONS ANT) AND EXISTING CONSTRUCTION AND MATERIALS FROM ADVERSE CONDITIONS AND THE CONTRACTOR SHALL PROJECT NEW DAMAGE. 34.IT IS THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT, MECHANICAL ENGINEER, AND ■ OTHERS DESIGNERS OF THE BUILDINGS HEATING. COOLING, & VENTALATION SYSTEM TO ENSURE THAT THE STRUCTURE DETAILS IN THESE PLANS WILL NOT BE EXPOSED TO HARMFUL (TO THE STRUCTURE AND / OR ITS OCCUPANTS) ACCUMULATION OF MOISTURE & OTHER HARMFUL SUBSTANCES THAT COULD LEAD TO HARMFUL / DESTRUCTIVE MOLD, N/A MILDEW, CORROSION. ETC. BUILD UP ON STRUCTURAL MEMBERS. 0 35.IN THESE PLANS THERE IS NO DISTINCTION BETWEEN POSTS & COLUMNS BASED ON OSHA DEFINITIONS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE CLASSIFICATION OF EACH "VERTICAL" MEMBER AND FOLLOWING THE REQUIRED OSHA ERECTION GUIDELINES. SEE NOTE 13 ON ADDITIONAL SAFETY NOTES FOR MORE INFO. 36.DRAWINGS OF SPECIFIC DETAILS ON THE DRAWINGS INDICATE THE INTENT OF THE STRUCTURAL DESIGN AND IN MOST CASES, ARE TYPICAL CONDITIONS OR VERY SIMILAR TO OTHER DETAILS, TYPICAL CONDITIONS NOT NECESSARILY NOTED AS ❑ TYPICAL SHALL BE CONSIDERED AS TYPICAL FOR OTHER CONDITIONS. 37-DUTY OF COOPERATION: ISSUANCE OF THESE STRUCTURAL DOCUMENTS (DRAWING AND SPECIFICATIONS) CONTEMPLATES FURTHER COOPERATION AMONG ALL PARTIES INVOLVED. DESIGN AND CONSTRUCTION ARE COMPLEX, AND ALTHOUGH THE DESIGN SERVICES HAVE BEEN PERFORMED WITH DUE CARE AND DILIGENCE, PERFECTION ❑ CANNOT BE GUARANTEED, COMMUNICATION IS NECESSARY AND ANY STRUCTURAL DISCREPANCY SHHALL BE REPORTED IMMEDIATELY TO THE ENGINEER WHOSE ❑ INTERPRETATION SHALL BE FINAL DISCREPANCIES NOT BROUGHT TO THE ENGINEER'S ATTENTION DURING THE BIDDING OF THE PROJECT WILL BE DEEMED S. TO HAVE BEEN BID IN THE MORE COSTLY MANNER. T 4 GENERAL NOTES d Z H 9 w II aw 0z M O) O�/� U o, CO N �/� 7 ,.y N V/ w O N Q w P. M DO N a g ><w Z ¢-0 n I. z ` F OON r U �arn ] T c I, x 3zz FI 0 m U w ex. c 0 .Q N a a m `U n 0 Y_ y M ` E I m 1 71 °0 a TS C . Y v v 0 N A _ 0 t a a a -0 0 ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 2p?2q 00 R CV lu`V I,- J Q N ­J O W p 4 w � n V � � I� Q V W CJ L � n j � G i QQ Q Q Q O CY L U' Z OQ Z w Q N 13 M 4 c o m CL $ sheet S1.1 of I ❑ ■ ❑ ■ ❑ ■ ❑ ■ LOCATIONS STATING "CAUTION: NO GUARDRAIL'. c) INSTALLATION AND TESTING OF PIER FOUNDATIONS YES N/A 1- THE SOILS REPORT (SEE NOTE a &b B 8. ALL TEMPORARY FLOOR AND ROOF OPENINGS LACKING GUARDRAILS SHALL BE LOW WHERE APPLICABLE) IN ITS ENTIRELY PER IBC 1704.9. 1''..'', I....... 71 E - - - -- - - - -- - - -- ADEQUATELY COVERED AND DESIGNED TO RESIST CONSTRUCTION TRAFFIC LOADS. SHALL BE INCLUDED AS PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR 9. CONTRACTOR SHALL VERIFY THAT ALL SKYLIGHTS ARE DESIGNED TO WITH STAND IS RESPONSIBLE FOR READING AND UNDERSTANDING ALL OF THE SOILS REPORTS THE LOADS SPECIFIED IN THE INTERNATIONAL BUILDING CODE, RECOMMENDATIONS, ALL OF THE SOILS REPORTS RECOMMENDATIONS MUST BE 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES FOLLOWED. FOR RECOMMENDED SOIL EEARING PRESSURE, FOUNDATION MATEFIAL WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE AND SITE GRADING SEE SOILS AND GEOLOGICAL REPORT BY: CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN NO SOILS REPORT HAS BEEN PROVIDED 13Y THE OWNER CONJUNCTION WITH THE EXECUTION OF THIS WORK. - 11. MATERIAL USED IN THIS DESIGN MAY BE HAZARDOUS TO ONES HEALTH. THE _ CONTRACTOR AND OWNER SHALL ACCEPT ALL RESPONSIBILITY AND SHALL POST DESIGN SOIL BEARING VALE = 1500 PSF. IBC TABLE 1804..2 SUCH WARNING DURING CONSTRUCTION, 2. EXISTING FOOTING OR FOUNDATIONS WHICH MAY BE AFFECTED BY ANY 12. THE CONTRACTOR, DURING CONSTRUCTION, AND THE OWNER, DURING OCCUPANCY, EXCAVATION SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED SHALL ASSUME ALL RESPONSIBILITY FOR PROPER ROOF MAINTENANCE TO INSURE PROPER ROOF DRAINAGE. AGAINST SETTLEMENT AND SHALL BE PROTECTED AGAINST LATERAL MOVEMENT, 13. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION INCLUDING BUILDING ERECTION 3. FILLS USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SAFETY, THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL ERECTION LAWS AND SHALL BE PLACED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. A GUIDELINES. IF THE CONTRACTOR FEELS THAT THE ERECTION OF THE STRUCTURE SOIL INVESTIGATION REPORT AND A R PORT OF SATISFACTORY PLACEMENT REPRESENTED IN THESE PLANS WILL NOT MEET THOSE LAWS & GUIDEUNES. THE OF FILL BOTH ACCEPTABLE TO THE BUILDING OFFICIAL AND THE ENGINEER CONTRACTOR MUST NOTIFY THE ENGINEER BEFORE CONSTRUCTION AND FABRICATION BEGINS, OF RECORD SHALL BE SUBMITTED, A SOILS REPORT PROVIDES THE BUILDINk; DESIGN ENGINEER WITH SITE PREPARAT N AND FOUNDATION DESIGN RECOMMENDATIONS. ADDITIONAL SAFETY NOTES F THE BUILDING OWNER OR TENNANT AUTHORIZING THE CURRENT CONSTRUCTION DOES NOT P OVIDE A SOILS REPORT TO THE - - - ENGINEER OF RECORD, THE OWNER OR TENNANT AUTHORIZING THE CURRENT '' -V_: I: -; CONSTRUCTION BY PROCEEDING WITH CONSTRUCTION, IS PROCEEDING AT 1. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. THEIR OWN RISK AND THIS ENGINEER ASSUMES NO RESPONSIBILITY FOR THE REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. POSSIBLE MOVEMENTOOF THE SOILS SUPPORTING THE BUILDING FOUNDATION. 2. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL, 4. FOUNDATIONS SUPPORTING WOOD SHAL EXTEND AT LEAST 6" ABOVE THE PLUMBING, ELECTRICAL, CIVIL AND MECHANICAL DRAWINGS. THE CONTRACTOR ADJACENT FINISH GRADE. IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP 5. VAPOR BARRIER SHOULD CONFORM WITH ASTM ® 775 -85 STANDARD DRAWINGS AND WORK. PRACTICE FOR SELECTION OF VAPOR R ARDER FOR THERMAL INSULATION. 3. NO OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE 6. SITE PREPARATION SHOULD BE DONE ACCORDING TO THE SITE SOILSa. WRITTEN APPROVAL OF THE ENGINEER OF RECORD. REPORT. GENERAL SITE CLEARING SH ULD INCLUDE REMOVAL OF 4. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE VEGETATION; EXISTING UTILITIES; STRUCTURES INCLUDING FOUNDATION; BASEMENT WALLS AND FLOORS; EXISTING STOCKPILE SOIL; TREES AND MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. ASSOCIATED ROOT SYSTEMS; RUBBLE; UBBISH; AND ANY LOOSE AND / OR 5. OPENINGS V -4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN SATURATED MATERIAL. SITE STRIPPING SHOULD EXTEND TO A MINIMUM DEPTH ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND OF 2 TO 4 INCHES, OR UNTIL ALL ORGANICS IN EXCESS OF 3 PERCENT BY MECHANICAL DRAWINGS FOR SUCH OPENINGS. VOLUME ARE REMOVED. DEEPER STRIP ING MAY BE REQUIRED IN LOCALIZED AREAS, THESE MATERIALS WILL NOT BE SUITABLE FOR USE AS ENGINEERED 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF FILL. CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. 7. DEVELOP AND MAINTAIN SITE GRADES WHICH WILL RAPIDLY DRAIN SURFACE CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF AND ROOF RUNOFF AWAY FROM FOUNDATIONS AND FLOOR SLABS - BOTH THE FRAMING AT THE TIME THE LOADS ARE IMPOSED, DURING AND AFTER CONSTRUCTION, ADJACENT OF AT LEAST 5' AWAY FROM 7. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. STRUCTURES TO PRECLUDE POUNDING F WATER ADJACENT TO FOUNDATIONS. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY 8, THE CONTRACTOR SHALL BE RESPONSI LE FOR ALL SHORING NECESSARY TO BRACING AND / OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF SUPPORT CUT AND / OR FILL BANKS DURING EXCAVATION, AND FOR THE CONTRACTORS CONSTRUCTION METHODS AND / OR SEQUENCE. FORMING AND PLACEMENT OF CONCRET . GENERAL CONTRACTOR AND 8. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. CONCRETE SUB- CONTRACTOR SHALL REVIEW AND FAMILIARIZE THEMSELVES WITH THE SOILS REPORT.a- 9. CONTRACTOR'S CONSTRUCTION AND / OR ERECTION SEQUENCES 9_ VERIFY BUILDING ORIENTATION & PLACE ENT ON THE SITE WITH THE SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL APPROVED PROJECT SITE PLAN. THE PF OJECT SITE PLAN SUPERSEDES NORTH & MOISTURE CHANGES THAT WILL RESULT IN MOVEMENTS OF ARROW SHOWN ON THE STRUCTURAL PLANS. STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 10. THE CONTRACTOR SHALL INFORM THE ENGINEER OF RECORD IN WRITING 10. A LETTER FROM SOIL ENGINEER SHALL BE PROVIDED CONFIRMING THAT THE OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR FOUNDATIONS PLAN, GRADING PLAN, AN SPECIFICATIONS HAVE BEEN SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION REVIEWED AND THAT IT HAS BEEN DETERMINED THAT THE RECOMMENDATIONS BY THE ENGINEER OF RECORD, REVIEW OF SHOP DRAWINGS, PRODUCT IN THE SOILS REPORT ARE PROPERLY CORPORATION INTO THE PLANS. DATA, ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE 11. CONTINUOUS AND PAD FOOTINGS SHOO D HAVE A MINIMUM EMBEDMENT ENGINEER OF RECORD OF SUCH DEVIATION AT THE TIME OF DEPTH AS SPECIFIED IN THE FOOTING CHEDULE ( "T ") OR NOTED IN THE SUBMISSION, AND THE ENGINEER OF RECORD HAS GIVEN WRITTEN PLANS BELOW ROUGH PAD GRADE OR ADJACENT EXTERIOR GRADE, WHICHEVER APPROVAL TO THE SPECIFIC DEVIATION. IS LOWER. THE ENGINEER MUST BE NO IFIED IF THERE IS A DISCREPANCY BETWEEN THE SOILS REPORTa' REQUIREMENTS AND THE STRUCTURAL PLANS. 11. THE CONTRACTOR MUST ENSURE THAT MANUFACTURED (ENGINEERED 12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CIVIL & BY OTHERS) ROOF & FLOOR FRAMING IS DESIGNED TO RESIST UPLIFT ARCHITECTURAL PLANS, WITH RESPECT 0 GRADE, WITH THE FOUNDATION LOADS DURING & AFTER CONSTRUCTION. PLAN. THIS INCLUDES, BUT IS NOT LIMI ED TO, COORDINATING ALL REQUIRED EXISTING CONSTRICTION NOTES STEP FOOTING LOCATIONS BASED ON THE GUIDE LINES IN THE STEPPED 12. WORK SHOWN IS NEW UNLESS INDICATED AS EXISTING. CONCRETE FOOTING DETAIL BETWEEN THE REQUIRED FINAL GRADING / CIVIL PLANS & ARCHITECTURAL PLANS AND F OTING/ FOUNDATION LAYOUT. ANY 13. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING JOB CONDITIONS, DISCREPANCIES MUST BE BROUGHT TO HE ENGINEERS ATTENTION BEFORE REVIEW ALL DRAWINGS AND VERIFY DIMENSIONS, ELEVATION, AND MEMBER ANY CONSTRUCTION BEGINS. SIZES PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IN WRITING OF ALL 13. THE EXTERIOR FLATWORK SHOULD BE FOURED SEPARATELY IN ORDER TO ACT DISCREPANCIES AND EXCEPTIONS BEFORE PROCEEDING WITH THE WORK. INDEPENDENTLY OF THE WALLS AND FO NDATION SYSTEM. SEE CIVIL / ARCH. PLANS FOR EXTERIOR FLATWORK INFO. 14. THE REMOVAL, CUTTING DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL 14, THE GEOTECHINICAL ENGINEER SHALL S BMIT A WRITTEN STATEMENT WITH A BE PERFORMED WITH GREAT CARE IN ORDER NOT TO JEOPARDIZE THE COPY DIRECTLY TO THE STRUCTURAL ENGINEER AT THE COMPLETION OF THE STRUCTURAL INTEGRITY OF THE BUILDING STRUCTURAL SYSTEM. IF PART OF THE PROJECT SUMMARIZING THE TEST RESULTS STRUCTURAL MEMBERS OR MECHANICAL, ELECTRICAL, OR ARCHITECTURAL / ITEMS FEATURES NOT INDICATED FOR REMOVAL INTERFERE WITH THE NEW WORK, MONITORED WITH THE SPECIFIC REQUIREMENTS. THE ENGINEER OF RECORD SHALL BE IMMEDIATELY NOTIFIED AND PRIOR NOTE: . WRITTEN APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OR MODIFICATION OF MEMBERS. a. IF NO SOILS REPORT HAS BEEN PR VIDEO BY THE OWNER OR TENNANT AUTHORIZING THE CURRENT CONSTR CTION AS INDICATED BY NOTE 1, 15. THE CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE TO EXISTING FRAMING THE OWNER OR TENNANT AUTHORTY G THE CURRENT CONSTRUCTION BY CAUSED DURING CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP. PROCEEDING WITH CONSTRUCTION, IS PROCEEDING AT THEIR OWN RISK CONTACT THE ENGINEER OF RECORD TO VERIFY THE PROPOSED REPAIR AND THIS ENGINEER ASSUMES NO FESPONSIBILITY FOR THE POSSIBLE SOLUTION. MOVEMENT OF THE SOILS SUPPORTING THE BUILDING FOUNDATION. IF NO 16. THE CONTRACTOR MUST NOTIFY THE ENGINEER PRIOR TO BEGINNING SOILS REPORT HAS BEEN PROVIDED IGNORE THE SOILS REPORT CONSTRUCTION OR FABRICATION REGARDING ANY EXISTING MECHANICAL UNITS REFERENCE IN NOTES 3,6,8,10 & 1 1. OR OTHER HEAVY ITEMS (200+ LBS) ON EXISTING ROOF /FLOOR FRAMING NO b•THE BUILDING CODE REQUIRES THAT A SOILS REPORT BE PROVIDED FOR SHOWN IN THESE PLANS BUT LOCATED ON STRUCTURAL MEMBERS THAT ARE ALL PROJECTS IN SEISMIC DESIGN CATAGORIES C -F. BY PROCEEDING BEING MODIFIED OR RECEIVING NEW LOADS FROM THESE PLANS. WITH CONSTRUCTION THE OWNER OF TENANT AUTHORIZING THE CURRENT DEMOLITION SHORING NOTES: CONSTRUCTION MUST OBTAIN WRIEFFENI PERMISSION FROM THE GOVERNING BUILDING DEPARTMENT TO PROCEED W/ CONSTRUCTION W/O A SOILS 17. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS REPORT & TO USE THE BUILDING C DE TABLE 1804.2 FOR SOIL DESIGN OF ALL DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY VALUES. SHORING, BRACING AND PROTECTION AS NECESSARY FOR SAFETY, STABILITY AND PROTECTION OF ALL EXISTING ELEMENTS AND STRUCTURE TO REMAIN. APPLIEDALOADSONICLUDNG DEADNLOAD LOAD, LOADS,, USNOW OLOADSSA DLL 7 �FOUNDATION NOTES CONSTRUCTION LOADS, TO PROVIDE STABILITY, AND TO PROVIDE FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL ANY REQUIRED MODIFICATIONS TO THE STRUCTURE ARE COMPLETED. 10 MISCELLANEOUS CONTINUOUS PERIODICALLY VERIFICATION AND INSPECT( TASK ASK D UR NG TASK DURING LISTED TASK LISTED 1. OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH X - PIER. 2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM PIER DIAMETERS, BELL DIAMETER (IF APPLICABLE), LENGTHS, X _ EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND ADEQUATE END BEARING STRATA CAPACITY. B) STEEL CONSTRUCTION PER IBC 1704.3 VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED TANDARD° 1. MATERIAL VERIFICATION OF HIGH - STRENGTH BOLTS, NUTS AND WASHERS: a)INDENTIFICATION MARKINGS APPLICABLE ASTM TO CONFORM TO ASTM MATERIAL STANDARDS SPECIFIED IN X SPECIFICATIONS; THE APPROVED ASS 360, SECTION CONSTRUCTION DOCUMENTS. A3.3 b) MANUFACTURER'S CERTIFICATE OF X COMPLIANCE REQUIRED. 2, INSPECTION OF HIGH - STRENGTH BOLTING: .)BEAR ING - TYPE AISC 360, SECTION CONNECTIONS. X M25 b) SLIP - CRITICAL AISC 360, SECTION CONNECTIONS. X X MI 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: a) INDENTIFICATION MARKING TO CONFORM TO ASTM ASTM A6 OR ASTM STANDARD SPECIFIED IN A 568 THE APPROVED CONSTRUCTION DOCUMENTS. b) MANUFACTURES CERTIFIED ASTM AS OR ASTM MILL TEST REPORTS A 568 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: o) INDENTIFICATION MARKING TO CONFORM TO AWS SPECICIFCATION IN THE AISC 360, SECTION APPROVED COINSTRUCTION A3.5 DOCUMENTS. b) MANUFACTURES CERTIFIED OF COMPLIANCE REQUIRED. 5. INSPECTION OF WELD: .)STRUCTURAL STEEL: 1) COMPLETE AND PARTIAL PENETRATION GROOVE X AWS D1.1 WELDS. 2) MULTIPASS FILLET WELDS. X ASS D1.1 3) SINGLE PASS FILLET X AWS DL1 WELDS > 5/16" 4 SINGLE PASS FILLET WELDS < 5/16" X AWS D1.1 5) FLOOR AND ROOF DECK WELDS X AWS D1.3 b) REINFORCING STEEL' 1) IF OF AWS D1.4 WELDARLITY OF ACI 318:3.6.2 REINFORCING STEEL X OTHER THAN ASTM A 7D6. 2) REINFORCING STEEL - RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT X AWS D1.4 FRAMES AND BOUNDARY ELEMENTS OF SPECIAL ACI 318:3.5.2 REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. 3) SHEAR REINFORCEMENT X AWS D1A ACI 3183.5.2 4) OTHER REINFORCEMENT X AWS D1.4 ACI 318:3.5.2 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: .) DETAILS SUCH AS BRACING AND STIFFENING. b) MEMBER LOCATIONS ,)APPLICATION OF JOINT DETAILS AT EACH CONNECTION. ❑ E ❑ III YES N/A 1011111111111111111111111111111111 1 ❑ ■ ❑ ■ YES NO N/A ■ ❑ ❑ E ❑ ❑ ■ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ■ ❑ ■ ■ ❑ ■ ❑ ❑ III C) CONCRETE CONSTRUCTION PER IBC 1704.4 (NOT APPLICABLE TO ISOLATED SPREAD FOOTINGS YES OR NON- STRUCTURAL SLABS ON GROUND) ......................... ■ VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD' 1. INSPECTION OF REINFORCING STEEL, INCLUDING X ACI 318: 15, 7.1 -7.7 PRESTRESSING TENDONS, AND PLACEMENT. 2. INSPECTION OF REINFORCING STEEL WELDING IN AWS D1.4 ACCORDANCE WITH TABLE ACI 318: 3.5 .2 1704.3, ITEM Sb 1 INSPECTION BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING X PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED. 4 N MX. OF REQUIRED X ACI 318 DES( : CH. 4,5.2 -5.4 5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR ASTM C 172 STRENGTH TESTS, PERFORM X ASTM C 31 SLUMP AND AIR CONTENT ACI 318: 5.6,5 .8 TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 6. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION X ACI 31B: 5.9,5.10 TECHNIQUES. 7. INSPECTION FOR MAINTENANCE OF SPECIFIED EC TED CURING TEMPERATURE AND X ACI 318: 5115.13 TECHNIQUES. B. INSPECTION OF PRESTRESSED CONCRETE: .) APPLICATION OF X PRESTRESSED FORCES. b GROUTING OF BONDED ACI 318: 18.20 PRESTRESSED TENDONS IN X ACI 318: 18.18.4 THE SEISMIC - FORCE - RESISTING SYSTEM 9.ERECRON OF PRECAST CONCRETE MEMBERS X ACI 318: CH. 16 10.VERIFICATION ON IN -SITU CONCRETE STRENGTH PRIOR TO STRESSING OF TENDONS IN POSTTENSIONED CONCRETE X ACI 318: 6.2 AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 11.INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE X ACI 318: 6.1.1 CONCRETE MEMBER BEING FORMED, ■ El ❑ El El YES D) MASONRY CONSTRUCTION PER IBC 1704. 5 ... ............................... ❑ LEVEL 1 FREQUENCY OF REFERENCE FOR INSPECTION CRITERIA INSPECTION TASK CONTINUOUS PERIODICALLY ACI 53D /ASCE ACI 536.1 /ACSE DURING TASK DURING 5 /TMS 402° 6 /TMS 602° LISTED TASK LISTED 1 A MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: .) PROPORTIONS OF SITE - PREPARED X ART 2.6A MORTAR b) CONSTRUCTION OF X ART 3.313 MORTAR JOINTS c) LOCATION OF REINFORCEMENT, CONNECTORS, X ART 3.4 PRESTRESSING ART 3 -6A TENDONS AND ANCHORAGES d) PRESTRESSING X ART 3.613 TECHNIQUE e) GRADE AND SIZE OF PRESTRESSING X ART CAB TENDONS AND ART 2AH ANCHORAGES 2, THE INSPECTION PROGRAM SHALL VERIFY: o) SIZE AND LOCATION OF STRUCTURAL X ART 3.3G ELEMENTS b) TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF X SEC 1.2.2(e) MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONTSRUCTION c) SPECIFIED SIZE, ART 24 GRADE AND TYPE OF X SEC 1.13 ART 34 REINFORCEMENT d) WELDING OF SEC 2.1.10.7.2 ART 2.4 REINFORCING BARS X SEC 3.3.3.4(b) ART 3.4 e) PROTECTION OF MASONRY DURING COLD WEATHER ART 13C (TEMPERATURE BELOW X 40 "F) OR HOT ART 1.SD WEATHER (TEMPERATURE ABOVE 99F) I) APPLICATION AND MEASUREMENT OF X ART 3.6B PRESTRESSING FORCE 3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: a) GROUT SPACE IS CLEAN X ART 3.2D b) PLACEMENT OF REINFORCEMENT AND CONNECTORS AND PRESTRESSING X SEC 1 -13 ART 3.4 TENDONS AND ANCHORAGES c) PROPORTIONS OF SITE - PREPARED GROUT AND PRESTRESSING GROUT X ART 26B FOR BONDED TENDONS d) CONSTRUCTION OF MORTAR JOINTS X ART 3.313 4, GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE X ART 3.5 AND CONSTRUCTION DOCUMENT PROVISIONS .) GROUTING OF PRESTRESSING X ART 3.6C BONDED TENDONS 5. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR X ART 1A SPECIMENS AND /OR PRISMS SHALL BE OBSERVED 6. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION X ART 1.5 DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED El El El YES NO E) WOOD CONSTRUCTION PER IBC 1704.6 ........ ............................... ❑ ❑ ❑ 0 a) HIGH -LOAD DIAPHRAGM: INSPECT WOOD STRUCTURAL PANEL SHEATHING TO ASCERTAIN WHETHER IT IS THE GRADE AND THICKNESS SHOWN ON THE APPROVED BUILDING PLANS AND VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINTING PANEL EDGES THE NAIL OR STAPLE DIAMETER AND FASTENERS THE NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED BUILDING PLANS. ❑ 0 F) EXPANSION / ADHESIVE ANCHORS IN CONCRETE OR MASONRY .1111111 ❑ ❑ ■ (IF THEY ARE REQUIRED BY THESE PLANS OR REQUIRED DURING CONSTRUCTION) 5. APPROVED FABRICATORS: (MUST SUBMIT CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICAL PER IBC 1704.2.2 FOR ALL OFFSITE FABRICATION SUCH AS STRUCTURAL STEEL, TES NO N/A GLU -LAMS, PRECAST CONCRETE, ETC. ........ ............................... I'm ❑ ❑ ❑ 0 6. STRUCTURAL OBSERVATION REQUIRED ... _.._ . ❑ 0 WHEN REQUIRED BY THIS ENGINEER OR THE BUILDING OFFICAL, THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD (EOR) BRAD YOUNG AND ASSOCIATE ❑ ❑ 0 INC. TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN IBC 1709, AND A THE INSTANCES LISTED BELOW (a). PLEASE PROVIDE 2 WEEKS NOTICE IN ❑ ❑ ■ WRITING PRIOR TO NEEDING ALL INSPECTIONS. a) 5 SPECIAL INSPECTION NOTES N/A 1. DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE STANDARD NOTES AND DETAILS ❑ CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE S1.1 - -- STANDARD NOTES AND DETAILS PROJECT SHALIL BE PROMPTLY REPORTED TO THE ENGINEER BEFORE CONSTRUCTION OR S1.2 -- STANDARD NOTES AND DETAILS FABRICATION BEGINS. DO NOT SCALE DRAWINGS. S1.3 STANDARD NOTES AND DETAILS 2.ALL IDEAS, DE51GNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE (OWNED BY AND THE PROPERTY OF BRAD YOUNG & ASSOCIATES, INC. (BYA), PLANS AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH S2.1 - FOUNDATION PLAN ■ THE SPECIFIED PROJECT ONLY. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS S2.2- � ROOF PLAN SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY FRAMING DETAILS PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BYA, FILING THESE 5MI - - - -�� � FRAMING DETAILS DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME. REUSE, � REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. S3.2 - FRAMING DETAILS TITLE TO THESE PLANS REMAINS WITH THE BRAD YOUNG & ASSOCIATES, INC. AND VISUAL S3.3 -- FRAMING DETAILS CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF FIXTURE PLAN THESE RESTRICTIONS. 3. ALL WORK SHAILL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE, OR SA1.1- - - FIXTURE PLAN 0 FEDERAL AGENCIES HAVING JURISDICTION. BRAD YOUNG & ASSOCIATES, INC. ASSUMES NO SA2.1 FIXTURE DETAILS RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF THE SA2.2 FIXTURE DETAILS WORK SHOWN ON THESE DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE /'� �1 y RESPONSIBILITY OF THE CONTRACTOR. ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO STRUCTURAL DRAWINGS INDEX ❑ THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF BRAD YOUNG &ASSOCIATES, INC. DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN WRITING PRIOR TO - - - - - _ _ _ T IS THE CONTRACTOR'S NTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THE PROGRESS OF THE PROJECT TO FACILITATE OUR ON -SITE VISITS TO ANSWER A.B. ANCHOR BOLT ELEV. ELEVATION NO. or # NUMBER QUESTIONS AND VIEW THE PROGRESS AND QUALITY OF WORK IF REQUIRED. A.B. ADJUSTABLE FOR ENGINEER OF RECORD O.C. ON CENTER 0 4. THE CONTRACTOR SHALL NOTIFY OUR OFFICE 48 HOURS PRIOR TO THE FOLLOWING ABV. ABOVE ENGR. ENGINEER DENG. OPENING PHASES OF CONSTRUCTION * ONLY IF THESE PLANS OR ANY OTHER AUTHORITY A.C.I. AMERICAN EQ. EQUAL OPP. OPPOSITE SPECIFICALLY REQUIRES THE ENGINEER OF RECORD TO MAKE A JOB INSPECTION. CONCRETE EQUIP. EQUIPMENT O.D. OUTSIDE DIA. a) FOUNDATION POURS * INSTITUTE ES EDGE SCREW OR PL PLATE ■ b) AFTER THE ERECTION OF THE SUPERSTRUCTURE AND PRIOR A.I.S.C. AMERICAN EACH SIDE PENNY(d) NAILS TO CL051NG -IN OF ANY PHASE, * INSTITUTE OF EXIST (E) EXISTING PLYWD. PLYWOOD STEEL CONSTR. EXP. EXPANSION P.S.F. POUNDS PER 5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF A.S.T.M. AMERICAN SOCIETY FIN. FINISH SQUARE FOG ALL DIMENSIONS. GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT FOR TESTING F.N. FIELD NAILING P.S.I. POUNDS PER E THE JOB SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY & MATERIALS FM FACE MOUNT SQUARE NICE DISCREPANCIES TO THE ENGINEER FOR CLARIFICATION AND CORRECTION PRIOR TO APA AMERICAN PLYWOOD FLR. FLOOR PRESS. PRESSURE BEGINNING ANY WORK. ASSOCIATION FIE FLOOR TO FLOOR R. RADIUS 6. ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL ARCH. ARCHITECT(URAL) FTG. FOOTING REINF. REINFORCING LOCATION. BRAD YOUNG & ASSOCIATES, INC. HAS NOT PERFORMED CONSTRUCTION FUN, FOUNDATION READ. REQUIRED AWS AMERICAN WELDING ENGINEERING (SHORING CALCULATIONS) OR ENGINEERING NECESSARY TO PLACE ANY FRMG. FRAMING RM. ROOM E STRUCTURAL MEMBERS IN THEIR FINAL LOCATION (ERECTION CALCULATIONS). BD. BOARD GA. GAUGE SCHED. SCHEDULE BF. BRACED FRAME GALV. GALVANIZED SHTG. SHEATHING 7. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN GF GOOD FOR SET. SHEET OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME BLK. BLOCK G.L.B. GLUE LAM BEAM SIM. SIMILAR NATURE AS SHOWN FOR SIMILAR CONDITIONS. TYPICAL DETAILS ARE AT NO SCALE, BLKG. BLOCKING GIRD. GRADE SLV SHORT LEG BOT. BOTTOM H.D. HOEDOWN VERTICAL 0 8. DO NOT SCALE STRUCTURAL DRAWINGS, IF DIMENSIONS OR DETAIL ARE NOT CLEAR, OR BLDG. BUILDING F.D. HANGER SPEC. SPECIFICATION DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THE ENGINEER. BM. BEAM STGR. STAGGER FOR. HEADER B.N. BOUNDARY NAILING STD. STANDARD 9. SEE MECHANICAL, ELECTRICAL, AND /OR ARCHITECTURAL DRAWINGS FOR LOCATION AND C CHANNEL HT. HEIGHT STL. STEEL SIZE OF PIPES, CONDUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND CLG. CEILING HORIZ. HORIZONTAL STIFF. STIFFENER 0 OTHER SIMILAR OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS. CUR. CLEAR HSB. HIGH STRENGTH STRUCT. STRUCTURAL 10.SEE MECHANICAL, ELECTRICAL AND /OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF COL. COLUMN BOLT SQ. SQUARE BOLTS, ANCHOR'S AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON C.M.U. CONCRETE MASONRY H.S. HIGH SIDE SYM. SYMMETRICAL STRUCTURAL DI$AWINGS, C.J. CONSTRUCTION D. INSIDE DIAMETER THIN. THICK LANCE 11.SEE PLUMBING & ARCHITECTURAL PLANS FOR REQUIRED SLAB WORK FOR FLOOR DRAINS JOINT TNT. INTERIOR TS TUBE STEEL 0 12.THE DESIGN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH ALL ACCEPTED LOCAL CONC. CONCRETE JST. JOIST U.B.C. UNIFORM GOVERNING CODES OF THE PARTICULAR AREA UNDER CONSTRUCTION. CONN. CONNECTION K or KIPS 1000 Ibs BUILDING CODE CONSTR. CONSTRUCTION LAM. LAMINATED U.N.O. UNLESS NOTED N/A 13.THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S CONT. CONTINUOUS LB or LBS. POUNDS OTHERWISE 0 PERFORMANCE, IF REQUIRED, IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY DA DOUBLE ANGLE L.S. LOW SIDE VERT. VERTICAL OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE, DEMO. DEMOLISH LT, WT. LIGHT WEIGHT W. WIDTH 14.ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER FIELD REPRESENTATIVES DURING DET. DETAIL LLV LONG LEG VERTICAL WT. WEIGHT CONSTRUCTION 'SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION DIAG. DIAGONAL M.B. MACHINE BOLT W.W.F. WELDED WIRE SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED DIA. (0) DIAMETER MAS. MASONRY FABRIC BY THE ENGINESER WHETHER PERFORMED PRIOR T0, DURING, OR AFTER COMPLETION OF DIM. DIMENSION MAX, MAXIMUM W.W.M. WELDED WIRE DBL. DOUBLE ME. MOMENT FRAME MESH CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY DWG. DRAWING MIL. METAL W.F. WIDE FLANGE CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICA- EA. EACH MIN. MINIMUM W/ WITH TIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT E, N, EDGE NAILING N.T.S. NOT TO SCALE WS WOOD SCREW BE CONSTRUED AS SUPERVISION OF CONSTRUCTION III 5. ALL WORK SHAI1 CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY REQUIRE- MENTS OF O.S.H.A. AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. 6. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS THE IN RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS, -STEEL Ilr I'',- T= L -1_II - NATIVE SOIL 0 EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER ESTABLISHED CONSTRUCTION PRACTICES. 7.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE - MASONRY �c✓� - ENGINEERED FILL IN COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL MATERIAL AND LABOR SHOWN OR INFERRED ON THESE PLANS. 8. - ALL D WORK PERFORM AG MATERIAL AN ED SHALL CONFORM WITH THE REQUIREMENTS OF GREGATE 0 -GROUT 0 THE INTERNATIONAL BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING ORDINANCES. ALL REFERENCE TO THE INTERNATIONAL BUILDING CODE SHALL BE THE LATEST ADOPTED EDITION. -WOOD BLOCK - - CONCRETE E 9. THE CONTRACT (DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE 0 - CONTINUOUS WOOD MEMBER AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED � TO BRACING ANO SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE DETAIL MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED DETAIL BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY ■ OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, SHEET DRAWN ON :0) - WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, DO NOT X _DETAIL CDT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS X REFERENCE SUPERVISION OF CONSTRUCTION. 20.WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDRION, IT SHALL APPLY SECTION CUT 0 FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. X _ _ _ _ _ _I 21. THE CONTRACTORS REFERENCE IT SHALL BE THE RESPON I S ERRS FOR THE SUPERVISION OF 0 THE WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS. XX _FOOTING SO COLUMN 22.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE RESPONSIBILITY OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS XX SCHEDULE ITEM III SHALL BE DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC ZA SHEARWALL E 23. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY SCHEDULE ITEM DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 24.CONCR = ON -GRADE HAS NO ETE SLAB T BEEN DESIGNED FOR CONSTRUCTION LOADS OR +HEIGHT ELEVATION SPECIFIC OCCUPANT SERVICE LOADS BY THIS ENGINEER. 7.0� (SECTIONS & PLANS) ■ 25.VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THIS ENGINEER. 26.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES 27.CONSTRUCTION AND MATERIAL SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE INDICATES NEW BUILDING E WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES � GRID LINE. HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. X INDICATES EXISTING BUILDING E 28.ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE GRID LINE. THE CONTRACTOR AND / OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING I� THE REQUIRED MATERIALS OR LABOR SPECIFIED. III!'- INDICATES A MOMENT 29.CONSTRUCT TH05E FEATURES OF THE PROJECT, WHICH MAY NOT BE FULLY SHOWN, IN Q CONNECTION ■ A MANNER SIMILAR TO THAT USED FOR SIMILAR FEATURES. ^ SYMBOLS 30.SEE ALSO SPECIFICATIONS. WHERE AVAILABLE. _j 31.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR V - - 0 THE PROPER EXECUTION OF SAME, 32.CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH . WORK. COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS, ELEVATIONS, SEC- TIONS, DETAILS ETC. 33.THE STRUCTURAL SYSTEMS HAVE BEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE LOADS AS PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD E ENGINEERING PRACTICES, WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED LOADS FROM STORAGE AND HANDLING OF CONSTRUCTION MATERIALS OR FROM OPERATION OF CONSTRUCTION EQUIPMENT, THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, BRACING, AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION, STABILITY, AND SAFETY 0 OF NEW WORK AND PROVIDE PROTECTION AS REQUIRED FOR THE SAFETY OF PEDESTRIANS AND JOB SITE PERSONNEL. AT ALL TIMES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY PROPERTY. A OF PERSONS ANT) AND EXISTING CONSTRUCTION AND MATERIALS FROM ADVERSE CONDITIONS AND THE CONTRACTOR SHALL PROJECT NEW DAMAGE. 34.IT IS THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT, MECHANICAL ENGINEER, AND ■ OTHERS DESIGNERS OF THE BUILDINGS HEATING. COOLING, & VENTALATION SYSTEM TO ENSURE THAT THE STRUCTURE DETAILS IN THESE PLANS WILL NOT BE EXPOSED TO HARMFUL (TO THE STRUCTURE AND / OR ITS OCCUPANTS) ACCUMULATION OF MOISTURE & OTHER HARMFUL SUBSTANCES THAT COULD LEAD TO HARMFUL / DESTRUCTIVE MOLD, N/A MILDEW, CORROSION. ETC. BUILD UP ON STRUCTURAL MEMBERS. 0 35.IN THESE PLANS THERE IS NO DISTINCTION BETWEEN POSTS & COLUMNS BASED ON OSHA DEFINITIONS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE CLASSIFICATION OF EACH "VERTICAL" MEMBER AND FOLLOWING THE REQUIRED OSHA ERECTION GUIDELINES. SEE NOTE 13 ON ADDITIONAL SAFETY NOTES FOR MORE INFO. 36.DRAWINGS OF SPECIFIC DETAILS ON THE DRAWINGS INDICATE THE INTENT OF THE STRUCTURAL DESIGN AND IN MOST CASES, ARE TYPICAL CONDITIONS OR VERY SIMILAR TO OTHER DETAILS, TYPICAL CONDITIONS NOT NECESSARILY NOTED AS ❑ TYPICAL SHALL BE CONSIDERED AS TYPICAL FOR OTHER CONDITIONS. 37-DUTY OF COOPERATION: ISSUANCE OF THESE STRUCTURAL DOCUMENTS (DRAWING AND SPECIFICATIONS) CONTEMPLATES FURTHER COOPERATION AMONG ALL PARTIES INVOLVED. DESIGN AND CONSTRUCTION ARE COMPLEX, AND ALTHOUGH THE DESIGN SERVICES HAVE BEEN PERFORMED WITH DUE CARE AND DILIGENCE, PERFECTION ❑ CANNOT BE GUARANTEED, COMMUNICATION IS NECESSARY AND ANY STRUCTURAL DISCREPANCY SHHALL BE REPORTED IMMEDIATELY TO THE ENGINEER WHOSE ❑ INTERPRETATION SHALL BE FINAL DISCREPANCIES NOT BROUGHT TO THE ENGINEER'S ATTENTION DURING THE BIDDING OF THE PROJECT WILL BE DEEMED S. TO HAVE BEEN BID IN THE MORE COSTLY MANNER. T 4 GENERAL NOTES d Z H 9 w II aw 0z M O) O�/� U o, CO N �/� 7 ,.y N V/ w O N Q w P. M DO N a g ><w Z ¢-0 n I. z ` F OON r U �arn ] T c I, x 3zz FI 0 m U w ex. c 0 .Q N a a m `U n 0 Y_ y M ` E I m 1 71 °0 a TS C . Y v v 0 N A _ 0 t a a a -0 0 ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 2p?2q 00 R CV lu`V I,- J Q N ­J O W p 4 w � n V � � I� Q V W CJ L � n j � G i QQ Q Q Q O CY L U' Z OQ Z w Q N 13 M 4 c o m CL $ sheet S1.1 of I LOCATIONS STATING "CAUTION: NO GUARDRAIL'. c) INSTALLATION AND TESTING OF PIER FOUNDATIONS YES N/A 1- THE SOILS REPORT (SEE NOTE a &b B 8. ALL TEMPORARY FLOOR AND ROOF OPENINGS LACKING GUARDRAILS SHALL BE LOW WHERE APPLICABLE) IN ITS ENTIRELY PER IBC 1704.9. 1''..'', I....... 71 E - - - -- - - - -- - - -- ADEQUATELY COVERED AND DESIGNED TO RESIST CONSTRUCTION TRAFFIC LOADS. SHALL BE INCLUDED AS PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR 9. CONTRACTOR SHALL VERIFY THAT ALL SKYLIGHTS ARE DESIGNED TO WITH STAND IS RESPONSIBLE FOR READING AND UNDERSTANDING ALL OF THE SOILS REPORTS THE LOADS SPECIFIED IN THE INTERNATIONAL BUILDING CODE, RECOMMENDATIONS, ALL OF THE SOILS REPORTS RECOMMENDATIONS MUST BE 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES FOLLOWED. FOR RECOMMENDED SOIL EEARING PRESSURE, FOUNDATION MATEFIAL WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE AND SITE GRADING SEE SOILS AND GEOLOGICAL REPORT BY: CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN NO SOILS REPORT HAS BEEN PROVIDED 13Y THE OWNER CONJUNCTION WITH THE EXECUTION OF THIS WORK. - 11. MATERIAL USED IN THIS DESIGN MAY BE HAZARDOUS TO ONES HEALTH. THE _ CONTRACTOR AND OWNER SHALL ACCEPT ALL RESPONSIBILITY AND SHALL POST DESIGN SOIL BEARING VALE = 1500 PSF. IBC TABLE 1804..2 SUCH WARNING DURING CONSTRUCTION, 2. EXISTING FOOTING OR FOUNDATIONS WHICH MAY BE AFFECTED BY ANY 12. THE CONTRACTOR, DURING CONSTRUCTION, AND THE OWNER, DURING OCCUPANCY, EXCAVATION SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED SHALL ASSUME ALL RESPONSIBILITY FOR PROPER ROOF MAINTENANCE TO INSURE PROPER ROOF DRAINAGE. AGAINST SETTLEMENT AND SHALL BE PROTECTED AGAINST LATERAL MOVEMENT, 13. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION INCLUDING BUILDING ERECTION 3. FILLS USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SAFETY, THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL ERECTION LAWS AND SHALL BE PLACED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. A GUIDELINES. IF THE CONTRACTOR FEELS THAT THE ERECTION OF THE STRUCTURE SOIL INVESTIGATION REPORT AND A R PORT OF SATISFACTORY PLACEMENT REPRESENTED IN THESE PLANS WILL NOT MEET THOSE LAWS & GUIDEUNES. THE OF FILL BOTH ACCEPTABLE TO THE BUILDING OFFICIAL AND THE ENGINEER CONTRACTOR MUST NOTIFY THE ENGINEER BEFORE CONSTRUCTION AND FABRICATION BEGINS, OF RECORD SHALL BE SUBMITTED, A SOILS REPORT PROVIDES THE BUILDINk; DESIGN ENGINEER WITH SITE PREPARAT N AND FOUNDATION DESIGN RECOMMENDATIONS. ADDITIONAL SAFETY NOTES F THE BUILDING OWNER OR TENNANT AUTHORIZING THE CURRENT CONSTRUCTION DOES NOT P OVIDE A SOILS REPORT TO THE - - - ENGINEER OF RECORD, THE OWNER OR TENNANT AUTHORIZING THE CURRENT '' -V_: I: -; CONSTRUCTION BY PROCEEDING WITH CONSTRUCTION, IS PROCEEDING AT 1. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. THEIR OWN RISK AND THIS ENGINEER ASSUMES NO RESPONSIBILITY FOR THE REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. POSSIBLE MOVEMENTOOF THE SOILS SUPPORTING THE BUILDING FOUNDATION. 2. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL, 4. FOUNDATIONS SUPPORTING WOOD SHAL EXTEND AT LEAST 6" ABOVE THE PLUMBING, ELECTRICAL, CIVIL AND MECHANICAL DRAWINGS. THE CONTRACTOR ADJACENT FINISH GRADE. IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP 5. VAPOR BARRIER SHOULD CONFORM WITH ASTM ® 775 -85 STANDARD DRAWINGS AND WORK. PRACTICE FOR SELECTION OF VAPOR R ARDER FOR THERMAL INSULATION. 3. NO OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE 6. SITE PREPARATION SHOULD BE DONE ACCORDING TO THE SITE SOILSa. WRITTEN APPROVAL OF THE ENGINEER OF RECORD. REPORT. GENERAL SITE CLEARING SH ULD INCLUDE REMOVAL OF 4. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE VEGETATION; EXISTING UTILITIES; STRUCTURES INCLUDING FOUNDATION; BASEMENT WALLS AND FLOORS; EXISTING STOCKPILE SOIL; TREES AND MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. ASSOCIATED ROOT SYSTEMS; RUBBLE; UBBISH; AND ANY LOOSE AND / OR 5. OPENINGS V -4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN SATURATED MATERIAL. SITE STRIPPING SHOULD EXTEND TO A MINIMUM DEPTH ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND OF 2 TO 4 INCHES, OR UNTIL ALL ORGANICS IN EXCESS OF 3 PERCENT BY MECHANICAL DRAWINGS FOR SUCH OPENINGS. VOLUME ARE REMOVED. DEEPER STRIP ING MAY BE REQUIRED IN LOCALIZED AREAS, THESE MATERIALS WILL NOT BE SUITABLE FOR USE AS ENGINEERED 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF FILL. CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. 7. DEVELOP AND MAINTAIN SITE GRADES WHICH WILL RAPIDLY DRAIN SURFACE CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF AND ROOF RUNOFF AWAY FROM FOUNDATIONS AND FLOOR SLABS - BOTH THE FRAMING AT THE TIME THE LOADS ARE IMPOSED, DURING AND AFTER CONSTRUCTION, ADJACENT OF AT LEAST 5' AWAY FROM 7. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. STRUCTURES TO PRECLUDE POUNDING F WATER ADJACENT TO FOUNDATIONS. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY 8, THE CONTRACTOR SHALL BE RESPONSI LE FOR ALL SHORING NECESSARY TO BRACING AND / OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF SUPPORT CUT AND / OR FILL BANKS DURING EXCAVATION, AND FOR THE CONTRACTORS CONSTRUCTION METHODS AND / OR SEQUENCE. FORMING AND PLACEMENT OF CONCRET . GENERAL CONTRACTOR AND 8. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. CONCRETE SUB- CONTRACTOR SHALL REVIEW AND FAMILIARIZE THEMSELVES WITH THE SOILS REPORT.a- 9. CONTRACTOR'S CONSTRUCTION AND / OR ERECTION SEQUENCES 9_ VERIFY BUILDING ORIENTATION & PLACE ENT ON THE SITE WITH THE SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL APPROVED PROJECT SITE PLAN. THE PF OJECT SITE PLAN SUPERSEDES NORTH & MOISTURE CHANGES THAT WILL RESULT IN MOVEMENTS OF ARROW SHOWN ON THE STRUCTURAL PLANS. STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 10. THE CONTRACTOR SHALL INFORM THE ENGINEER OF RECORD IN WRITING 10. A LETTER FROM SOIL ENGINEER SHALL BE PROVIDED CONFIRMING THAT THE OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR FOUNDATIONS PLAN, GRADING PLAN, AN SPECIFICATIONS HAVE BEEN SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION REVIEWED AND THAT IT HAS BEEN DETERMINED THAT THE RECOMMENDATIONS BY THE ENGINEER OF RECORD, REVIEW OF SHOP DRAWINGS, PRODUCT IN THE SOILS REPORT ARE PROPERLY CORPORATION INTO THE PLANS. DATA, ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE 11. CONTINUOUS AND PAD FOOTINGS SHOO D HAVE A MINIMUM EMBEDMENT ENGINEER OF RECORD OF SUCH DEVIATION AT THE TIME OF DEPTH AS SPECIFIED IN THE FOOTING CHEDULE ( "T ") OR NOTED IN THE SUBMISSION, AND THE ENGINEER OF RECORD HAS GIVEN WRITTEN PLANS BELOW ROUGH PAD GRADE OR ADJACENT EXTERIOR GRADE, WHICHEVER APPROVAL TO THE SPECIFIC DEVIATION. IS LOWER. THE ENGINEER MUST BE NO IFIED IF THERE IS A DISCREPANCY BETWEEN THE SOILS REPORTa' REQUIREMENTS AND THE STRUCTURAL PLANS. 11. THE CONTRACTOR MUST ENSURE THAT MANUFACTURED (ENGINEERED 12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CIVIL & BY OTHERS) ROOF & FLOOR FRAMING IS DESIGNED TO RESIST UPLIFT ARCHITECTURAL PLANS, WITH RESPECT 0 GRADE, WITH THE FOUNDATION LOADS DURING & AFTER CONSTRUCTION. PLAN. THIS INCLUDES, BUT IS NOT LIMI ED TO, COORDINATING ALL REQUIRED EXISTING CONSTRICTION NOTES STEP FOOTING LOCATIONS BASED ON THE GUIDE LINES IN THE STEPPED 12. WORK SHOWN IS NEW UNLESS INDICATED AS EXISTING. CONCRETE FOOTING DETAIL BETWEEN THE REQUIRED FINAL GRADING / CIVIL PLANS & ARCHITECTURAL PLANS AND F OTING/ FOUNDATION LAYOUT. ANY 13. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING JOB CONDITIONS, DISCREPANCIES MUST BE BROUGHT TO HE ENGINEERS ATTENTION BEFORE REVIEW ALL DRAWINGS AND VERIFY DIMENSIONS, ELEVATION, AND MEMBER ANY CONSTRUCTION BEGINS. SIZES PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IN WRITING OF ALL 13. THE EXTERIOR FLATWORK SHOULD BE FOURED SEPARATELY IN ORDER TO ACT DISCREPANCIES AND EXCEPTIONS BEFORE PROCEEDING WITH THE WORK. INDEPENDENTLY OF THE WALLS AND FO NDATION SYSTEM. SEE CIVIL / ARCH. PLANS FOR EXTERIOR FLATWORK INFO. 14. THE REMOVAL, CUTTING DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL 14, THE GEOTECHINICAL ENGINEER SHALL S BMIT A WRITTEN STATEMENT WITH A BE PERFORMED WITH GREAT CARE IN ORDER NOT TO JEOPARDIZE THE COPY DIRECTLY TO THE STRUCTURAL ENGINEER AT THE COMPLETION OF THE STRUCTURAL INTEGRITY OF THE BUILDING STRUCTURAL SYSTEM. IF PART OF THE PROJECT SUMMARIZING THE TEST RESULTS STRUCTURAL MEMBERS OR MECHANICAL, ELECTRICAL, OR ARCHITECTURAL / ITEMS FEATURES NOT INDICATED FOR REMOVAL INTERFERE WITH THE NEW WORK, MONITORED WITH THE SPECIFIC REQUIREMENTS. THE ENGINEER OF RECORD SHALL BE IMMEDIATELY NOTIFIED AND PRIOR NOTE: . WRITTEN APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OR MODIFICATION OF MEMBERS. a. IF NO SOILS REPORT HAS BEEN PR VIDEO BY THE OWNER OR TENNANT AUTHORIZING THE CURRENT CONSTR CTION AS INDICATED BY NOTE 1, 15. THE CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE TO EXISTING FRAMING THE OWNER OR TENNANT AUTHORTY G THE CURRENT CONSTRUCTION BY CAUSED DURING CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP. PROCEEDING WITH CONSTRUCTION, IS PROCEEDING AT THEIR OWN RISK CONTACT THE ENGINEER OF RECORD TO VERIFY THE PROPOSED REPAIR AND THIS ENGINEER ASSUMES NO FESPONSIBILITY FOR THE POSSIBLE SOLUTION. MOVEMENT OF THE SOILS SUPPORTING THE BUILDING FOUNDATION. IF NO 16. THE CONTRACTOR MUST NOTIFY THE ENGINEER PRIOR TO BEGINNING SOILS REPORT HAS BEEN PROVIDED IGNORE THE SOILS REPORT CONSTRUCTION OR FABRICATION REGARDING ANY EXISTING MECHANICAL UNITS REFERENCE IN NOTES 3,6,8,10 & 1 1. OR OTHER HEAVY ITEMS (200+ LBS) ON EXISTING ROOF /FLOOR FRAMING NO b•THE BUILDING CODE REQUIRES THAT A SOILS REPORT BE PROVIDED FOR SHOWN IN THESE PLANS BUT LOCATED ON STRUCTURAL MEMBERS THAT ARE ALL PROJECTS IN SEISMIC DESIGN CATAGORIES C -F. BY PROCEEDING BEING MODIFIED OR RECEIVING NEW LOADS FROM THESE PLANS. WITH CONSTRUCTION THE OWNER OF TENANT AUTHORIZING THE CURRENT DEMOLITION SHORING NOTES: CONSTRUCTION MUST OBTAIN WRIEFFENI PERMISSION FROM THE GOVERNING BUILDING DEPARTMENT TO PROCEED W/ CONSTRUCTION W/O A SOILS 17. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS REPORT & TO USE THE BUILDING C DE TABLE 1804.2 FOR SOIL DESIGN OF ALL DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY VALUES. SHORING, BRACING AND PROTECTION AS NECESSARY FOR SAFETY, STABILITY AND PROTECTION OF ALL EXISTING ELEMENTS AND STRUCTURE TO REMAIN. APPLIEDALOADSONICLUDNG DEADNLOAD LOAD, LOADS,, USNOW OLOADSSA DLL 7 �FOUNDATION NOTES CONSTRUCTION LOADS, TO PROVIDE STABILITY, AND TO PROVIDE FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL ANY REQUIRED MODIFICATIONS TO THE STRUCTURE ARE COMPLETED. 10 MISCELLANEOUS CONTINUOUS PERIODICALLY VERIFICATION AND INSPECT( TASK ASK D UR NG TASK DURING LISTED TASK LISTED 1. OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH X - PIER. 2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM PIER DIAMETERS, BELL DIAMETER (IF APPLICABLE), LENGTHS, X _ EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND ADEQUATE END BEARING STRATA CAPACITY. B) STEEL CONSTRUCTION PER IBC 1704.3 VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED TANDARD° 1. MATERIAL VERIFICATION OF HIGH - STRENGTH BOLTS, NUTS AND WASHERS: a)INDENTIFICATION MARKINGS APPLICABLE ASTM TO CONFORM TO ASTM MATERIAL STANDARDS SPECIFIED IN X SPECIFICATIONS; THE APPROVED ASS 360, SECTION CONSTRUCTION DOCUMENTS. A3.3 b) MANUFACTURER'S CERTIFICATE OF X COMPLIANCE REQUIRED. 2, INSPECTION OF HIGH - STRENGTH BOLTING: .)BEAR ING - TYPE AISC 360, SECTION CONNECTIONS. X M25 b) SLIP - CRITICAL AISC 360, SECTION CONNECTIONS. X X MI 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: a) INDENTIFICATION MARKING TO CONFORM TO ASTM ASTM A6 OR ASTM STANDARD SPECIFIED IN A 568 THE APPROVED CONSTRUCTION DOCUMENTS. b) MANUFACTURES CERTIFIED ASTM AS OR ASTM MILL TEST REPORTS A 568 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: o) INDENTIFICATION MARKING TO CONFORM TO AWS SPECICIFCATION IN THE AISC 360, SECTION APPROVED COINSTRUCTION A3.5 DOCUMENTS. b) MANUFACTURES CERTIFIED OF COMPLIANCE REQUIRED. 5. INSPECTION OF WELD: .)STRUCTURAL STEEL: 1) COMPLETE AND PARTIAL PENETRATION GROOVE X AWS D1.1 WELDS. 2) MULTIPASS FILLET WELDS. X ASS D1.1 3) SINGLE PASS FILLET X AWS DL1 WELDS > 5/16" 4 SINGLE PASS FILLET WELDS < 5/16" X AWS D1.1 5) FLOOR AND ROOF DECK WELDS X AWS D1.3 b) REINFORCING STEEL' 1) IF OF AWS D1.4 WELDARLITY OF ACI 318:3.6.2 REINFORCING STEEL X OTHER THAN ASTM A 7D6. 2) REINFORCING STEEL - RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT X AWS D1.4 FRAMES AND BOUNDARY ELEMENTS OF SPECIAL ACI 318:3.5.2 REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. 3) SHEAR REINFORCEMENT X AWS D1A ACI 3183.5.2 4) OTHER REINFORCEMENT X AWS D1.4 ACI 318:3.5.2 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: .) DETAILS SUCH AS BRACING AND STIFFENING. b) MEMBER LOCATIONS ,)APPLICATION OF JOINT DETAILS AT EACH CONNECTION. ❑ E ❑ III YES N/A 1011111111111111111111111111111111 1 ❑ ■ ❑ ■ YES NO N/A ■ ❑ ❑ E ❑ ❑ ■ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ■ ❑ ■ ■ ❑ ■ ❑ ❑ III C) CONCRETE CONSTRUCTION PER IBC 1704.4 (NOT APPLICABLE TO ISOLATED SPREAD FOOTINGS YES OR NON- STRUCTURAL SLABS ON GROUND) ......................... ■ VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD' 1. INSPECTION OF REINFORCING STEEL, INCLUDING X ACI 318: 15, 7.1 -7.7 PRESTRESSING TENDONS, AND PLACEMENT. 2. INSPECTION OF REINFORCING STEEL WELDING IN AWS D1.4 ACCORDANCE WITH TABLE ACI 318: 3.5 .2 1704.3, ITEM Sb 1 INSPECTION BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING X PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED. 4 N MX. OF REQUIRED X ACI 318 DES( : CH. 4,5.2 -5.4 5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR ASTM C 172 STRENGTH TESTS, PERFORM X ASTM C 31 SLUMP AND AIR CONTENT ACI 318: 5.6,5 .8 TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 6. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION X ACI 31B: 5.9,5.10 TECHNIQUES. 7. INSPECTION FOR MAINTENANCE OF SPECIFIED EC TED CURING TEMPERATURE AND X ACI 318: 5115.13 TECHNIQUES. B. INSPECTION OF PRESTRESSED CONCRETE: .) APPLICATION OF X PRESTRESSED FORCES. b GROUTING OF BONDED ACI 318: 18.20 PRESTRESSED TENDONS IN X ACI 318: 18.18.4 THE SEISMIC - FORCE - RESISTING SYSTEM 9.ERECRON OF PRECAST CONCRETE MEMBERS X ACI 318: CH. 16 10.VERIFICATION ON IN -SITU CONCRETE STRENGTH PRIOR TO STRESSING OF TENDONS IN POSTTENSIONED CONCRETE X ACI 318: 6.2 AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 11.INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE X ACI 318: 6.1.1 CONCRETE MEMBER BEING FORMED, ■ El ❑ El El YES D) MASONRY CONSTRUCTION PER IBC 1704. 5 ... ............................... ❑ LEVEL 1 FREQUENCY OF REFERENCE FOR INSPECTION CRITERIA INSPECTION TASK CONTINUOUS PERIODICALLY ACI 53D /ASCE ACI 536.1 /ACSE DURING TASK DURING 5 /TMS 402° 6 /TMS 602° LISTED TASK LISTED 1 A MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: .) PROPORTIONS OF SITE - PREPARED X ART 2.6A MORTAR b) CONSTRUCTION OF X ART 3.313 MORTAR JOINTS c) LOCATION OF REINFORCEMENT, CONNECTORS, X ART 3.4 PRESTRESSING ART 3 -6A TENDONS AND ANCHORAGES d) PRESTRESSING X ART 3.613 TECHNIQUE e) GRADE AND SIZE OF PRESTRESSING X ART CAB TENDONS AND ART 2AH ANCHORAGES 2, THE INSPECTION PROGRAM SHALL VERIFY: o) SIZE AND LOCATION OF STRUCTURAL X ART 3.3G ELEMENTS b) TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF X SEC 1.2.2(e) MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONTSRUCTION c) SPECIFIED SIZE, ART 24 GRADE AND TYPE OF X SEC 1.13 ART 34 REINFORCEMENT d) WELDING OF SEC 2.1.10.7.2 ART 2.4 REINFORCING BARS X SEC 3.3.3.4(b) ART 3.4 e) PROTECTION OF MASONRY DURING COLD WEATHER ART 13C (TEMPERATURE BELOW X 40 "F) OR HOT ART 1.SD WEATHER (TEMPERATURE ABOVE 99F) I) APPLICATION AND MEASUREMENT OF X ART 3.6B PRESTRESSING FORCE 3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: a) GROUT SPACE IS CLEAN X ART 3.2D b) PLACEMENT OF REINFORCEMENT AND CONNECTORS AND PRESTRESSING X SEC 1 -13 ART 3.4 TENDONS AND ANCHORAGES c) PROPORTIONS OF SITE - PREPARED GROUT AND PRESTRESSING GROUT X ART 26B FOR BONDED TENDONS d) CONSTRUCTION OF MORTAR JOINTS X ART 3.313 4, GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE X ART 3.5 AND CONSTRUCTION DOCUMENT PROVISIONS .) GROUTING OF PRESTRESSING X ART 3.6C BONDED TENDONS 5. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR X ART 1A SPECIMENS AND /OR PRISMS SHALL BE OBSERVED 6. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION X ART 1.5 DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED El El El YES NO E) WOOD CONSTRUCTION PER IBC 1704.6 ........ ............................... ❑ ❑ ❑ 0 a) HIGH -LOAD DIAPHRAGM: INSPECT WOOD STRUCTURAL PANEL SHEATHING TO ASCERTAIN WHETHER IT IS THE GRADE AND THICKNESS SHOWN ON THE APPROVED BUILDING PLANS AND VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINTING PANEL EDGES THE NAIL OR STAPLE DIAMETER AND FASTENERS THE NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED BUILDING PLANS. ❑ 0 F) EXPANSION / ADHESIVE ANCHORS IN CONCRETE OR MASONRY .1111111 ❑ ❑ ■ (IF THEY ARE REQUIRED BY THESE PLANS OR REQUIRED DURING CONSTRUCTION) 5. APPROVED FABRICATORS: (MUST SUBMIT CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICAL PER IBC 1704.2.2 FOR ALL OFFSITE FABRICATION SUCH AS STRUCTURAL STEEL, TES NO N/A GLU -LAMS, PRECAST CONCRETE, ETC. ........ ............................... I'm ❑ ❑ ❑ 0 6. STRUCTURAL OBSERVATION REQUIRED ... _.._ . ❑ 0 WHEN REQUIRED BY THIS ENGINEER OR THE BUILDING OFFICAL, THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD (EOR) BRAD YOUNG AND ASSOCIATE ❑ ❑ 0 INC. TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN IBC 1709, AND A THE INSTANCES LISTED BELOW (a). PLEASE PROVIDE 2 WEEKS NOTICE IN ❑ ❑ ■ WRITING PRIOR TO NEEDING ALL INSPECTIONS. a) 5 SPECIAL INSPECTION NOTES N/A 1. DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE STANDARD NOTES AND DETAILS ❑ CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE S1.1 - -- STANDARD NOTES AND DETAILS PROJECT SHALIL BE PROMPTLY REPORTED TO THE ENGINEER BEFORE CONSTRUCTION OR S1.2 -- STANDARD NOTES AND DETAILS FABRICATION BEGINS. DO NOT SCALE DRAWINGS. S1.3 STANDARD NOTES AND DETAILS 2.ALL IDEAS, DE51GNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE (OWNED BY AND THE PROPERTY OF BRAD YOUNG & ASSOCIATES, INC. (BYA), PLANS AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH S2.1 - FOUNDATION PLAN ■ THE SPECIFIED PROJECT ONLY. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS S2.2- � ROOF PLAN SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY FRAMING DETAILS PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BYA, FILING THESE 5MI - - - -�� � FRAMING DETAILS DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME. REUSE, � REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. S3.2 - FRAMING DETAILS TITLE TO THESE PLANS REMAINS WITH THE BRAD YOUNG & ASSOCIATES, INC. AND VISUAL S3.3 -- FRAMING DETAILS CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF FIXTURE PLAN THESE RESTRICTIONS. 3. ALL WORK SHAILL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE, OR SA1.1- - - FIXTURE PLAN 0 FEDERAL AGENCIES HAVING JURISDICTION. BRAD YOUNG & ASSOCIATES, INC. ASSUMES NO SA2.1 FIXTURE DETAILS RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF THE SA2.2 FIXTURE DETAILS WORK SHOWN ON THESE DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE /'� �1 y RESPONSIBILITY OF THE CONTRACTOR. ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO STRUCTURAL DRAWINGS INDEX ❑ THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF BRAD YOUNG &ASSOCIATES, INC. DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN WRITING PRIOR TO - - - - - _ _ _ T IS THE CONTRACTOR'S NTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THE PROGRESS OF THE PROJECT TO FACILITATE OUR ON -SITE VISITS TO ANSWER A.B. ANCHOR BOLT ELEV. ELEVATION NO. or # NUMBER QUESTIONS AND VIEW THE PROGRESS AND QUALITY OF WORK IF REQUIRED. A.B. ADJUSTABLE FOR ENGINEER OF RECORD O.C. ON CENTER 0 4. THE CONTRACTOR SHALL NOTIFY OUR OFFICE 48 HOURS PRIOR TO THE FOLLOWING ABV. ABOVE ENGR. ENGINEER DENG. OPENING PHASES OF CONSTRUCTION * ONLY IF THESE PLANS OR ANY OTHER AUTHORITY A.C.I. AMERICAN EQ. EQUAL OPP. OPPOSITE SPECIFICALLY REQUIRES THE ENGINEER OF RECORD TO MAKE A JOB INSPECTION. CONCRETE EQUIP. EQUIPMENT O.D. OUTSIDE DIA. a) FOUNDATION POURS * INSTITUTE ES EDGE SCREW OR PL PLATE ■ b) AFTER THE ERECTION OF THE SUPERSTRUCTURE AND PRIOR A.I.S.C. AMERICAN EACH SIDE PENNY(d) NAILS TO CL051NG -IN OF ANY PHASE, * INSTITUTE OF EXIST (E) EXISTING PLYWD. PLYWOOD STEEL CONSTR. EXP. EXPANSION P.S.F. POUNDS PER 5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF A.S.T.M. AMERICAN SOCIETY FIN. FINISH SQUARE FOG ALL DIMENSIONS. GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT FOR TESTING F.N. FIELD NAILING P.S.I. POUNDS PER E THE JOB SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY & MATERIALS FM FACE MOUNT SQUARE NICE DISCREPANCIES TO THE ENGINEER FOR CLARIFICATION AND CORRECTION PRIOR TO APA AMERICAN PLYWOOD FLR. FLOOR PRESS. PRESSURE BEGINNING ANY WORK. ASSOCIATION FIE FLOOR TO FLOOR R. RADIUS 6. ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL ARCH. ARCHITECT(URAL) FTG. FOOTING REINF. REINFORCING LOCATION. BRAD YOUNG & ASSOCIATES, INC. HAS NOT PERFORMED CONSTRUCTION FUN, FOUNDATION READ. REQUIRED AWS AMERICAN WELDING ENGINEERING (SHORING CALCULATIONS) OR ENGINEERING NECESSARY TO PLACE ANY FRMG. FRAMING RM. ROOM E STRUCTURAL MEMBERS IN THEIR FINAL LOCATION (ERECTION CALCULATIONS). BD. BOARD GA. GAUGE SCHED. SCHEDULE BF. BRACED FRAME GALV. GALVANIZED SHTG. SHEATHING 7. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN GF GOOD FOR SET. SHEET OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME BLK. BLOCK G.L.B. GLUE LAM BEAM SIM. SIMILAR NATURE AS SHOWN FOR SIMILAR CONDITIONS. TYPICAL DETAILS ARE AT NO SCALE, BLKG. BLOCKING GIRD. GRADE SLV SHORT LEG BOT. BOTTOM H.D. HOEDOWN VERTICAL 0 8. DO NOT SCALE STRUCTURAL DRAWINGS, IF DIMENSIONS OR DETAIL ARE NOT CLEAR, OR BLDG. BUILDING F.D. HANGER SPEC. SPECIFICATION DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THE ENGINEER. BM. BEAM STGR. STAGGER FOR. HEADER B.N. BOUNDARY NAILING STD. STANDARD 9. SEE MECHANICAL, ELECTRICAL, AND /OR ARCHITECTURAL DRAWINGS FOR LOCATION AND C CHANNEL HT. HEIGHT STL. STEEL SIZE OF PIPES, CONDUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND CLG. CEILING HORIZ. HORIZONTAL STIFF. STIFFENER 0 OTHER SIMILAR OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS. CUR. CLEAR HSB. HIGH STRENGTH STRUCT. STRUCTURAL 10.SEE MECHANICAL, ELECTRICAL AND /OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF COL. COLUMN BOLT SQ. SQUARE BOLTS, ANCHOR'S AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON C.M.U. CONCRETE MASONRY H.S. HIGH SIDE SYM. SYMMETRICAL STRUCTURAL DI$AWINGS, C.J. CONSTRUCTION D. INSIDE DIAMETER THIN. THICK LANCE 11.SEE PLUMBING & ARCHITECTURAL PLANS FOR REQUIRED SLAB WORK FOR FLOOR DRAINS JOINT TNT. INTERIOR TS TUBE STEEL 0 12.THE DESIGN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH ALL ACCEPTED LOCAL CONC. CONCRETE JST. JOIST U.B.C. UNIFORM GOVERNING CODES OF THE PARTICULAR AREA UNDER CONSTRUCTION. CONN. CONNECTION K or KIPS 1000 Ibs BUILDING CODE CONSTR. CONSTRUCTION LAM. LAMINATED U.N.O. UNLESS NOTED N/A 13.THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S CONT. CONTINUOUS LB or LBS. POUNDS OTHERWISE 0 PERFORMANCE, IF REQUIRED, IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY DA DOUBLE ANGLE L.S. LOW SIDE VERT. VERTICAL OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE, DEMO. DEMOLISH LT, WT. LIGHT WEIGHT W. WIDTH 14.ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER FIELD REPRESENTATIVES DURING DET. DETAIL LLV LONG LEG VERTICAL WT. WEIGHT CONSTRUCTION 'SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION DIAG. DIAGONAL M.B. MACHINE BOLT W.W.F. WELDED WIRE SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED DIA. (0) DIAMETER MAS. MASONRY FABRIC BY THE ENGINESER WHETHER PERFORMED PRIOR T0, DURING, OR AFTER COMPLETION OF DIM. DIMENSION MAX, MAXIMUM W.W.M. WELDED WIRE DBL. DOUBLE ME. MOMENT FRAME MESH CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY DWG. DRAWING MIL. METAL W.F. WIDE FLANGE CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICA- EA. EACH MIN. MINIMUM W/ WITH TIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT E, N, EDGE NAILING N.T.S. NOT TO SCALE WS WOOD SCREW BE CONSTRUED AS SUPERVISION OF CONSTRUCTION III 5. ALL WORK SHAI1 CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY REQUIRE- MENTS OF O.S.H.A. AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. 6. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS THE IN RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS, -STEEL Ilr I'',- T= L -1_II - NATIVE SOIL 0 EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER ESTABLISHED CONSTRUCTION PRACTICES. 7.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE - MASONRY �c✓� - ENGINEERED FILL IN COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL MATERIAL AND LABOR SHOWN OR INFERRED ON THESE PLANS. 8. - ALL D WORK PERFORM AG MATERIAL AN ED SHALL CONFORM WITH THE REQUIREMENTS OF GREGATE 0 -GROUT 0 THE INTERNATIONAL BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING ORDINANCES. ALL REFERENCE TO THE INTERNATIONAL BUILDING CODE SHALL BE THE LATEST ADOPTED EDITION. -WOOD BLOCK - - CONCRETE E 9. THE CONTRACT (DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE 0 - CONTINUOUS WOOD MEMBER AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED � TO BRACING ANO SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE DETAIL MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED DETAIL BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY ■ OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, SHEET DRAWN ON :0) - WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, DO NOT X _DETAIL CDT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS X REFERENCE SUPERVISION OF CONSTRUCTION. 20.WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDRION, IT SHALL APPLY SECTION CUT 0 FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. X _ _ _ _ _ _I 21. THE CONTRACTORS REFERENCE IT SHALL BE THE RESPON I S ERRS FOR THE SUPERVISION OF 0 THE WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS. XX _FOOTING SO COLUMN 22.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE RESPONSIBILITY OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS XX SCHEDULE ITEM III SHALL BE DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC ZA SHEARWALL E 23. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY SCHEDULE ITEM DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 24.CONCR = ON -GRADE HAS NO ETE SLAB T BEEN DESIGNED FOR CONSTRUCTION LOADS OR +HEIGHT ELEVATION SPECIFIC OCCUPANT SERVICE LOADS BY THIS ENGINEER. 7.0� (SECTIONS & PLANS) ■ 25.VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THIS ENGINEER. 26.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES 27.CONSTRUCTION AND MATERIAL SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE INDICATES NEW BUILDING E WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES � GRID LINE. HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. X INDICATES EXISTING BUILDING E 28.ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE GRID LINE. THE CONTRACTOR AND / OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING I� THE REQUIRED MATERIALS OR LABOR SPECIFIED. III!'- INDICATES A MOMENT 29.CONSTRUCT TH05E FEATURES OF THE PROJECT, WHICH MAY NOT BE FULLY SHOWN, IN Q CONNECTION ■ A MANNER SIMILAR TO THAT USED FOR SIMILAR FEATURES. ^ SYMBOLS 30.SEE ALSO SPECIFICATIONS. WHERE AVAILABLE. _j 31.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR V - - 0 THE PROPER EXECUTION OF SAME, 32.CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH . WORK. COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS, ELEVATIONS, SEC- TIONS, DETAILS ETC. 33.THE STRUCTURAL SYSTEMS HAVE BEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE LOADS AS PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD E ENGINEERING PRACTICES, WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED LOADS FROM STORAGE AND HANDLING OF CONSTRUCTION MATERIALS OR FROM OPERATION OF CONSTRUCTION EQUIPMENT, THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, BRACING, AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION, STABILITY, AND SAFETY 0 OF NEW WORK AND PROVIDE PROTECTION AS REQUIRED FOR THE SAFETY OF PEDESTRIANS AND JOB SITE PERSONNEL. AT ALL TIMES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY PROPERTY. A OF PERSONS ANT) AND EXISTING CONSTRUCTION AND MATERIALS FROM ADVERSE CONDITIONS AND THE CONTRACTOR SHALL PROJECT NEW DAMAGE. 34.IT IS THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT, MECHANICAL ENGINEER, AND ■ OTHERS DESIGNERS OF THE BUILDINGS HEATING. COOLING, & VENTALATION SYSTEM TO ENSURE THAT THE STRUCTURE DETAILS IN THESE PLANS WILL NOT BE EXPOSED TO HARMFUL (TO THE STRUCTURE AND / OR ITS OCCUPANTS) ACCUMULATION OF MOISTURE & OTHER HARMFUL SUBSTANCES THAT COULD LEAD TO HARMFUL / DESTRUCTIVE MOLD, N/A MILDEW, CORROSION. ETC. BUILD UP ON STRUCTURAL MEMBERS. 0 35.IN THESE PLANS THERE IS NO DISTINCTION BETWEEN POSTS & COLUMNS BASED ON OSHA DEFINITIONS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE CLASSIFICATION OF EACH "VERTICAL" MEMBER AND FOLLOWING THE REQUIRED OSHA ERECTION GUIDELINES. SEE NOTE 13 ON ADDITIONAL SAFETY NOTES FOR MORE INFO. 36.DRAWINGS OF SPECIFIC DETAILS ON THE DRAWINGS INDICATE THE INTENT OF THE STRUCTURAL DESIGN AND IN MOST CASES, ARE TYPICAL CONDITIONS OR VERY SIMILAR TO OTHER DETAILS, TYPICAL CONDITIONS NOT NECESSARILY NOTED AS ❑ TYPICAL SHALL BE CONSIDERED AS TYPICAL FOR OTHER CONDITIONS. 37-DUTY OF COOPERATION: ISSUANCE OF THESE STRUCTURAL DOCUMENTS (DRAWING AND SPECIFICATIONS) CONTEMPLATES FURTHER COOPERATION AMONG ALL PARTIES INVOLVED. DESIGN AND CONSTRUCTION ARE COMPLEX, AND ALTHOUGH THE DESIGN SERVICES HAVE BEEN PERFORMED WITH DUE CARE AND DILIGENCE, PERFECTION ❑ CANNOT BE GUARANTEED, COMMUNICATION IS NECESSARY AND ANY STRUCTURAL DISCREPANCY SHHALL BE REPORTED IMMEDIATELY TO THE ENGINEER WHOSE ❑ INTERPRETATION SHALL BE FINAL DISCREPANCIES NOT BROUGHT TO THE ENGINEER'S ATTENTION DURING THE BIDDING OF THE PROJECT WILL BE DEEMED S. TO HAVE BEEN BID IN THE MORE COSTLY MANNER. T 4 GENERAL NOTES d Z H 9 w II aw 0z M O) O�/� U o, CO N �/� 7 ,.y N V/ w O N Q w P. M DO N a g ><w Z ¢-0 n I. z ` F OON r U �arn ] T c I, x 3zz FI 0 m U w ex. c 0 .Q N a a m `U n 0 Y_ y M ` E I m 1 71 °0 a TS C . Y v v 0 N A _ 0 t a a a -0 0 ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 2p?2q 00 R CV lu`V I,- J Q N ­J O W p 4 w � n V � � I� Q V W CJ L � n j � G i QQ Q Q Q O CY L U' Z OQ Z w Q N 13 M 4 c o m CL $ sheet S1.1 of I CONTINUOUS PERIODICALLY VERIFICATION AND INSPECT( TASK ASK D UR NG TASK DURING LISTED TASK LISTED 1. OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH X - PIER. 2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM PIER DIAMETERS, BELL DIAMETER (IF APPLICABLE), LENGTHS, X _ EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND ADEQUATE END BEARING STRATA CAPACITY. B) STEEL CONSTRUCTION PER IBC 1704.3 VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED TANDARD° 1. MATERIAL VERIFICATION OF HIGH - STRENGTH BOLTS, NUTS AND WASHERS: a)INDENTIFICATION MARKINGS APPLICABLE ASTM TO CONFORM TO ASTM MATERIAL STANDARDS SPECIFIED IN X SPECIFICATIONS; THE APPROVED ASS 360, SECTION CONSTRUCTION DOCUMENTS. A3.3 b) MANUFACTURER'S CERTIFICATE OF X COMPLIANCE REQUIRED. 2, INSPECTION OF HIGH - STRENGTH BOLTING: .)BEAR ING - TYPE AISC 360, SECTION CONNECTIONS. X M25 b) SLIP - CRITICAL AISC 360, SECTION CONNECTIONS. X X MI 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: a) INDENTIFICATION MARKING TO CONFORM TO ASTM ASTM A6 OR ASTM STANDARD SPECIFIED IN A 568 THE APPROVED CONSTRUCTION DOCUMENTS. b) MANUFACTURES CERTIFIED ASTM AS OR ASTM MILL TEST REPORTS A 568 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: o) INDENTIFICATION MARKING TO CONFORM TO AWS SPECICIFCATION IN THE AISC 360, SECTION APPROVED COINSTRUCTION A3.5 DOCUMENTS. b) MANUFACTURES CERTIFIED OF COMPLIANCE REQUIRED. 5. INSPECTION OF WELD: .)STRUCTURAL STEEL: 1) COMPLETE AND PARTIAL PENETRATION GROOVE X AWS D1.1 WELDS. 2) MULTIPASS FILLET WELDS. X ASS D1.1 3) SINGLE PASS FILLET X AWS DL1 WELDS > 5/16" 4 SINGLE PASS FILLET WELDS < 5/16" X AWS D1.1 5) FLOOR AND ROOF DECK WELDS X AWS D1.3 b) REINFORCING STEEL' 1) IF OF AWS D1.4 WELDARLITY OF ACI 318:3.6.2 REINFORCING STEEL X OTHER THAN ASTM A 7D6. 2) REINFORCING STEEL - RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT X AWS D1.4 FRAMES AND BOUNDARY ELEMENTS OF SPECIAL ACI 318:3.5.2 REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. 3) SHEAR REINFORCEMENT X AWS D1A ACI 3183.5.2 4) OTHER REINFORCEMENT X AWS D1.4 ACI 318:3.5.2 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: .) DETAILS SUCH AS BRACING AND STIFFENING. b) MEMBER LOCATIONS ,)APPLICATION OF JOINT DETAILS AT EACH CONNECTION. ❑ E ❑ III YES N/A 1011111111111111111111111111111111 1 ❑ ■ ❑ ■ YES NO N/A ■ ❑ ❑ E ❑ ❑ ■ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ■ ❑ ■ ■ ❑ ■ ❑ ❑ III C) CONCRETE CONSTRUCTION PER IBC 1704.4 (NOT APPLICABLE TO ISOLATED SPREAD FOOTINGS YES OR NON- STRUCTURAL SLABS ON GROUND) ......................... ■ VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD' 1. INSPECTION OF REINFORCING STEEL, INCLUDING X ACI 318: 15, 7.1 -7.7 PRESTRESSING TENDONS, AND PLACEMENT. 2. INSPECTION OF REINFORCING STEEL WELDING IN AWS D1.4 ACCORDANCE WITH TABLE ACI 318: 3.5 .2 1704.3, ITEM Sb 1 INSPECTION BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING X PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED. 4 N MX. OF REQUIRED X ACI 318 DES( : CH. 4,5.2 -5.4 5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR ASTM C 172 STRENGTH TESTS, PERFORM X ASTM C 31 SLUMP AND AIR CONTENT ACI 318: 5.6,5 .8 TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 6. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION X ACI 31B: 5.9,5.10 TECHNIQUES. 7. INSPECTION FOR MAINTENANCE OF SPECIFIED EC TED CURING TEMPERATURE AND X ACI 318: 5115.13 TECHNIQUES. B. INSPECTION OF PRESTRESSED CONCRETE: .) APPLICATION OF X PRESTRESSED FORCES. b GROUTING OF BONDED ACI 318: 18.20 PRESTRESSED TENDONS IN X ACI 318: 18.18.4 THE SEISMIC - FORCE - RESISTING SYSTEM 9.ERECRON OF PRECAST CONCRETE MEMBERS X ACI 318: CH. 16 10.VERIFICATION ON IN -SITU CONCRETE STRENGTH PRIOR TO STRESSING OF TENDONS IN POSTTENSIONED CONCRETE X ACI 318: 6.2 AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 11.INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE X ACI 318: 6.1.1 CONCRETE MEMBER BEING FORMED, ■ El ❑ El El YES D) MASONRY CONSTRUCTION PER IBC 1704. 5 ... ............................... ❑ LEVEL 1 FREQUENCY OF REFERENCE FOR INSPECTION CRITERIA INSPECTION TASK CONTINUOUS PERIODICALLY ACI 53D /ASCE ACI 536.1 /ACSE DURING TASK DURING 5 /TMS 402° 6 /TMS 602° LISTED TASK LISTED 1 A MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: .) PROPORTIONS OF SITE - PREPARED X ART 2.6A MORTAR b) CONSTRUCTION OF X ART 3.313 MORTAR JOINTS c) LOCATION OF REINFORCEMENT, CONNECTORS, X ART 3.4 PRESTRESSING ART 3 -6A TENDONS AND ANCHORAGES d) PRESTRESSING X ART 3.613 TECHNIQUE e) GRADE AND SIZE OF PRESTRESSING X ART CAB TENDONS AND ART 2AH ANCHORAGES 2, THE INSPECTION PROGRAM SHALL VERIFY: o) SIZE AND LOCATION OF STRUCTURAL X ART 3.3G ELEMENTS b) TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF X SEC 1.2.2(e) MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONTSRUCTION c) SPECIFIED SIZE, ART 24 GRADE AND TYPE OF X SEC 1.13 ART 34 REINFORCEMENT d) WELDING OF SEC 2.1.10.7.2 ART 2.4 REINFORCING BARS X SEC 3.3.3.4(b) ART 3.4 e) PROTECTION OF MASONRY DURING COLD WEATHER ART 13C (TEMPERATURE BELOW X 40 "F) OR HOT ART 1.SD WEATHER (TEMPERATURE ABOVE 99F) I) APPLICATION AND MEASUREMENT OF X ART 3.6B PRESTRESSING FORCE 3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: a) GROUT SPACE IS CLEAN X ART 3.2D b) PLACEMENT OF REINFORCEMENT AND CONNECTORS AND PRESTRESSING X SEC 1 -13 ART 3.4 TENDONS AND ANCHORAGES c) PROPORTIONS OF SITE - PREPARED GROUT AND PRESTRESSING GROUT X ART 26B FOR BONDED TENDONS d) CONSTRUCTION OF MORTAR JOINTS X ART 3.313 4, GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE X ART 3.5 AND CONSTRUCTION DOCUMENT PROVISIONS .) GROUTING OF PRESTRESSING X ART 3.6C BONDED TENDONS 5. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR X ART 1A SPECIMENS AND /OR PRISMS SHALL BE OBSERVED 6. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION X ART 1.5 DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED El El El YES NO E) WOOD CONSTRUCTION PER IBC 1704.6 ........ ............................... ❑ ❑ ❑ 0 a) HIGH -LOAD DIAPHRAGM: INSPECT WOOD STRUCTURAL PANEL SHEATHING TO ASCERTAIN WHETHER IT IS THE GRADE AND THICKNESS SHOWN ON THE APPROVED BUILDING PLANS AND VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINTING PANEL EDGES THE NAIL OR STAPLE DIAMETER AND FASTENERS THE NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED BUILDING PLANS. ❑ 0 F) EXPANSION / ADHESIVE ANCHORS IN CONCRETE OR MASONRY .1111111 ❑ ❑ ■ (IF THEY ARE REQUIRED BY THESE PLANS OR REQUIRED DURING CONSTRUCTION) 5. APPROVED FABRICATORS: (MUST SUBMIT CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICAL PER IBC 1704.2.2 FOR ALL OFFSITE FABRICATION SUCH AS STRUCTURAL STEEL, TES NO N/A GLU -LAMS, PRECAST CONCRETE, ETC. ........ ............................... I'm ❑ ❑ ❑ 0 6. STRUCTURAL OBSERVATION REQUIRED ... _.._ . ❑ 0 WHEN REQUIRED BY THIS ENGINEER OR THE BUILDING OFFICAL, THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD (EOR) BRAD YOUNG AND ASSOCIATE ❑ ❑ 0 INC. TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN IBC 1709, AND A THE INSTANCES LISTED BELOW (a). PLEASE PROVIDE 2 WEEKS NOTICE IN ❑ ❑ ■ WRITING PRIOR TO NEEDING ALL INSPECTIONS. a) 5 SPECIAL INSPECTION NOTES N/A 1. DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE STANDARD NOTES AND DETAILS ❑ CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE S1.1 - -- STANDARD NOTES AND DETAILS PROJECT SHALIL BE PROMPTLY REPORTED TO THE ENGINEER BEFORE CONSTRUCTION OR S1.2 -- STANDARD NOTES AND DETAILS FABRICATION BEGINS. DO NOT SCALE DRAWINGS. S1.3 STANDARD NOTES AND DETAILS 2.ALL IDEAS, DE51GNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE (OWNED BY AND THE PROPERTY OF BRAD YOUNG & ASSOCIATES, INC. (BYA), PLANS AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH S2.1 - FOUNDATION PLAN ■ THE SPECIFIED PROJECT ONLY. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS S2.2- � ROOF PLAN SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY FRAMING DETAILS PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BYA, FILING THESE 5MI - - - -�� � FRAMING DETAILS DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME. REUSE, � REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. S3.2 - FRAMING DETAILS TITLE TO THESE PLANS REMAINS WITH THE BRAD YOUNG & ASSOCIATES, INC. AND VISUAL S3.3 -- FRAMING DETAILS CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF FIXTURE PLAN THESE RESTRICTIONS. 3. ALL WORK SHAILL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE, OR SA1.1- - - FIXTURE PLAN 0 FEDERAL AGENCIES HAVING JURISDICTION. BRAD YOUNG & ASSOCIATES, INC. ASSUMES NO SA2.1 FIXTURE DETAILS RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF THE SA2.2 FIXTURE DETAILS WORK SHOWN ON THESE DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE /'� �1 y RESPONSIBILITY OF THE CONTRACTOR. ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO STRUCTURAL DRAWINGS INDEX ❑ THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF BRAD YOUNG &ASSOCIATES, INC. DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN WRITING PRIOR TO - - - - - _ _ _ T IS THE CONTRACTOR'S NTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THE PROGRESS OF THE PROJECT TO FACILITATE OUR ON -SITE VISITS TO ANSWER A.B. ANCHOR BOLT ELEV. ELEVATION NO. or # NUMBER QUESTIONS AND VIEW THE PROGRESS AND QUALITY OF WORK IF REQUIRED. A.B. ADJUSTABLE FOR ENGINEER OF RECORD O.C. ON CENTER 0 4. THE CONTRACTOR SHALL NOTIFY OUR OFFICE 48 HOURS PRIOR TO THE FOLLOWING ABV. ABOVE ENGR. ENGINEER DENG. OPENING PHASES OF CONSTRUCTION * ONLY IF THESE PLANS OR ANY OTHER AUTHORITY A.C.I. AMERICAN EQ. EQUAL OPP. OPPOSITE SPECIFICALLY REQUIRES THE ENGINEER OF RECORD TO MAKE A JOB INSPECTION. CONCRETE EQUIP. EQUIPMENT O.D. OUTSIDE DIA. a) FOUNDATION POURS * INSTITUTE ES EDGE SCREW OR PL PLATE ■ b) AFTER THE ERECTION OF THE SUPERSTRUCTURE AND PRIOR A.I.S.C. AMERICAN EACH SIDE PENNY(d) NAILS TO CL051NG -IN OF ANY PHASE, * INSTITUTE OF EXIST (E) EXISTING PLYWD. PLYWOOD STEEL CONSTR. EXP. EXPANSION P.S.F. POUNDS PER 5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF A.S.T.M. AMERICAN SOCIETY FIN. FINISH SQUARE FOG ALL DIMENSIONS. GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT FOR TESTING F.N. FIELD NAILING P.S.I. POUNDS PER E THE JOB SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY & MATERIALS FM FACE MOUNT SQUARE NICE DISCREPANCIES TO THE ENGINEER FOR CLARIFICATION AND CORRECTION PRIOR TO APA AMERICAN PLYWOOD FLR. FLOOR PRESS. PRESSURE BEGINNING ANY WORK. ASSOCIATION FIE FLOOR TO FLOOR R. RADIUS 6. ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL ARCH. ARCHITECT(URAL) FTG. FOOTING REINF. REINFORCING LOCATION. BRAD YOUNG & ASSOCIATES, INC. HAS NOT PERFORMED CONSTRUCTION FUN, FOUNDATION READ. REQUIRED AWS AMERICAN WELDING ENGINEERING (SHORING CALCULATIONS) OR ENGINEERING NECESSARY TO PLACE ANY FRMG. FRAMING RM. ROOM E STRUCTURAL MEMBERS IN THEIR FINAL LOCATION (ERECTION CALCULATIONS). BD. BOARD GA. GAUGE SCHED. SCHEDULE BF. BRACED FRAME GALV. GALVANIZED SHTG. SHEATHING 7. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN GF GOOD FOR SET. SHEET OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME BLK. BLOCK G.L.B. GLUE LAM BEAM SIM. SIMILAR NATURE AS SHOWN FOR SIMILAR CONDITIONS. TYPICAL DETAILS ARE AT NO SCALE, BLKG. BLOCKING GIRD. GRADE SLV SHORT LEG BOT. BOTTOM H.D. HOEDOWN VERTICAL 0 8. DO NOT SCALE STRUCTURAL DRAWINGS, IF DIMENSIONS OR DETAIL ARE NOT CLEAR, OR BLDG. BUILDING F.D. HANGER SPEC. SPECIFICATION DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THE ENGINEER. BM. BEAM STGR. STAGGER FOR. HEADER B.N. BOUNDARY NAILING STD. STANDARD 9. SEE MECHANICAL, ELECTRICAL, AND /OR ARCHITECTURAL DRAWINGS FOR LOCATION AND C CHANNEL HT. HEIGHT STL. STEEL SIZE OF PIPES, CONDUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND CLG. CEILING HORIZ. HORIZONTAL STIFF. STIFFENER 0 OTHER SIMILAR OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS. CUR. CLEAR HSB. HIGH STRENGTH STRUCT. STRUCTURAL 10.SEE MECHANICAL, ELECTRICAL AND /OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF COL. COLUMN BOLT SQ. SQUARE BOLTS, ANCHOR'S AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON C.M.U. CONCRETE MASONRY H.S. HIGH SIDE SYM. SYMMETRICAL STRUCTURAL DI$AWINGS, C.J. CONSTRUCTION D. INSIDE DIAMETER THIN. THICK LANCE 11.SEE PLUMBING & ARCHITECTURAL PLANS FOR REQUIRED SLAB WORK FOR FLOOR DRAINS JOINT TNT. INTERIOR TS TUBE STEEL 0 12.THE DESIGN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH ALL ACCEPTED LOCAL CONC. CONCRETE JST. JOIST U.B.C. UNIFORM GOVERNING CODES OF THE PARTICULAR AREA UNDER CONSTRUCTION. CONN. CONNECTION K or KIPS 1000 Ibs BUILDING CODE CONSTR. CONSTRUCTION LAM. LAMINATED U.N.O. UNLESS NOTED N/A 13.THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S CONT. CONTINUOUS LB or LBS. POUNDS OTHERWISE 0 PERFORMANCE, IF REQUIRED, IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY DA DOUBLE ANGLE L.S. LOW SIDE VERT. VERTICAL OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE, DEMO. DEMOLISH LT, WT. LIGHT WEIGHT W. WIDTH 14.ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER FIELD REPRESENTATIVES DURING DET. DETAIL LLV LONG LEG VERTICAL WT. WEIGHT CONSTRUCTION 'SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION DIAG. DIAGONAL M.B. MACHINE BOLT W.W.F. WELDED WIRE SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED DIA. (0) DIAMETER MAS. MASONRY FABRIC BY THE ENGINESER WHETHER PERFORMED PRIOR T0, DURING, OR AFTER COMPLETION OF DIM. DIMENSION MAX, MAXIMUM W.W.M. WELDED WIRE DBL. DOUBLE ME. MOMENT FRAME MESH CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY DWG. DRAWING MIL. METAL W.F. WIDE FLANGE CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICA- EA. EACH MIN. MINIMUM W/ WITH TIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT E, N, EDGE NAILING N.T.S. NOT TO SCALE WS WOOD SCREW BE CONSTRUED AS SUPERVISION OF CONSTRUCTION III 5. ALL WORK SHAI1 CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY REQUIRE- MENTS OF O.S.H.A. AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. 6. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS THE IN RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS, -STEEL Ilr I'',- T= L -1_II - NATIVE SOIL 0 EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER ESTABLISHED CONSTRUCTION PRACTICES. 7.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE - MASONRY �c✓� - ENGINEERED FILL IN COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL MATERIAL AND LABOR SHOWN OR INFERRED ON THESE PLANS. 8. - ALL D WORK PERFORM AG MATERIAL AN ED SHALL CONFORM WITH THE REQUIREMENTS OF GREGATE 0 -GROUT 0 THE INTERNATIONAL BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING ORDINANCES. ALL REFERENCE TO THE INTERNATIONAL BUILDING CODE SHALL BE THE LATEST ADOPTED EDITION. -WOOD BLOCK - - CONCRETE E 9. THE CONTRACT (DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE 0 - CONTINUOUS WOOD MEMBER AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED � TO BRACING ANO SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE DETAIL MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED DETAIL BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY ■ OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, SHEET DRAWN ON :0) - WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, DO NOT X _DETAIL CDT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS X REFERENCE SUPERVISION OF CONSTRUCTION. 20.WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDRION, IT SHALL APPLY SECTION CUT 0 FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. X _ _ _ _ _ _I 21. THE CONTRACTORS REFERENCE IT SHALL BE THE RESPON I S ERRS FOR THE SUPERVISION OF 0 THE WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS. XX _FOOTING SO COLUMN 22.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE RESPONSIBILITY OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS XX SCHEDULE ITEM III SHALL BE DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC ZA SHEARWALL E 23. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY SCHEDULE ITEM DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 24.CONCR = ON -GRADE HAS NO ETE SLAB T BEEN DESIGNED FOR CONSTRUCTION LOADS OR +HEIGHT ELEVATION SPECIFIC OCCUPANT SERVICE LOADS BY THIS ENGINEER. 7.0� (SECTIONS & PLANS) ■ 25.VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THIS ENGINEER. 26.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES 27.CONSTRUCTION AND MATERIAL SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE INDICATES NEW BUILDING E WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES � GRID LINE. HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. X INDICATES EXISTING BUILDING E 28.ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE GRID LINE. THE CONTRACTOR AND / OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING I� THE REQUIRED MATERIALS OR LABOR SPECIFIED. III!'- INDICATES A MOMENT 29.CONSTRUCT TH05E FEATURES OF THE PROJECT, WHICH MAY NOT BE FULLY SHOWN, IN Q CONNECTION ■ A MANNER SIMILAR TO THAT USED FOR SIMILAR FEATURES. ^ SYMBOLS 30.SEE ALSO SPECIFICATIONS. WHERE AVAILABLE. _j 31.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR V - - 0 THE PROPER EXECUTION OF SAME, 32.CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH . WORK. COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS, ELEVATIONS, SEC- TIONS, DETAILS ETC. 33.THE STRUCTURAL SYSTEMS HAVE BEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE LOADS AS PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD E ENGINEERING PRACTICES, WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED LOADS FROM STORAGE AND HANDLING OF CONSTRUCTION MATERIALS OR FROM OPERATION OF CONSTRUCTION EQUIPMENT, THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, BRACING, AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION, STABILITY, AND SAFETY 0 OF NEW WORK AND PROVIDE PROTECTION AS REQUIRED FOR THE SAFETY OF PEDESTRIANS AND JOB SITE PERSONNEL. AT ALL TIMES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY PROPERTY. A OF PERSONS ANT) AND EXISTING CONSTRUCTION AND MATERIALS FROM ADVERSE CONDITIONS AND THE CONTRACTOR SHALL PROJECT NEW DAMAGE. 34.IT IS THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT, MECHANICAL ENGINEER, AND ■ OTHERS DESIGNERS OF THE BUILDINGS HEATING. COOLING, & VENTALATION SYSTEM TO ENSURE THAT THE STRUCTURE DETAILS IN THESE PLANS WILL NOT BE EXPOSED TO HARMFUL (TO THE STRUCTURE AND / OR ITS OCCUPANTS) ACCUMULATION OF MOISTURE & OTHER HARMFUL SUBSTANCES THAT COULD LEAD TO HARMFUL / DESTRUCTIVE MOLD, N/A MILDEW, CORROSION. ETC. BUILD UP ON STRUCTURAL MEMBERS. 0 35.IN THESE PLANS THERE IS NO DISTINCTION BETWEEN POSTS & COLUMNS BASED ON OSHA DEFINITIONS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE CLASSIFICATION OF EACH "VERTICAL" MEMBER AND FOLLOWING THE REQUIRED OSHA ERECTION GUIDELINES. SEE NOTE 13 ON ADDITIONAL SAFETY NOTES FOR MORE INFO. 36.DRAWINGS OF SPECIFIC DETAILS ON THE DRAWINGS INDICATE THE INTENT OF THE STRUCTURAL DESIGN AND IN MOST CASES, ARE TYPICAL CONDITIONS OR VERY SIMILAR TO OTHER DETAILS, TYPICAL CONDITIONS NOT NECESSARILY NOTED AS ❑ TYPICAL SHALL BE CONSIDERED AS TYPICAL FOR OTHER CONDITIONS. 37-DUTY OF COOPERATION: ISSUANCE OF THESE STRUCTURAL DOCUMENTS (DRAWING AND SPECIFICATIONS) CONTEMPLATES FURTHER COOPERATION AMONG ALL PARTIES INVOLVED. DESIGN AND CONSTRUCTION ARE COMPLEX, AND ALTHOUGH THE DESIGN SERVICES HAVE BEEN PERFORMED WITH DUE CARE AND DILIGENCE, PERFECTION ❑ CANNOT BE GUARANTEED, COMMUNICATION IS NECESSARY AND ANY STRUCTURAL DISCREPANCY SHHALL BE REPORTED IMMEDIATELY TO THE ENGINEER WHOSE ❑ INTERPRETATION SHALL BE FINAL DISCREPANCIES NOT BROUGHT TO THE ENGINEER'S ATTENTION DURING THE BIDDING OF THE PROJECT WILL BE DEEMED S. TO HAVE BEEN BID IN THE MORE COSTLY MANNER. T 4 GENERAL NOTES d Z H 9 w II aw 0z M O) O�/� U o, CO N �/� 7 ,.y N V/ w O N Q w P. M DO N a g ><w Z ¢-0 n I. z ` F OON r U �arn ] T c I, x 3zz FI 0 m U w ex. c 0 .Q N a a m `U n 0 Y_ y M ` E I m 1 71 °0 a TS C . Y v v 0 N A _ 0 t a a a -0 0 ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 2p?2q 00 R CV lu`V I,- J Q N ­J O W p 4 w � n V � � I� Q V W CJ L � n j � G i QQ Q Q Q O CY L U' Z OQ Z w Q N 13 M 4 c o m CL $ sheet S1.1 of I B) STEEL CONSTRUCTION PER IBC 1704.3 VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED TANDARD° 1. MATERIAL VERIFICATION OF HIGH - STRENGTH BOLTS, NUTS AND WASHERS: a)INDENTIFICATION MARKINGS APPLICABLE ASTM TO CONFORM TO ASTM MATERIAL STANDARDS SPECIFIED IN X SPECIFICATIONS; THE APPROVED ASS 360, SECTION CONSTRUCTION DOCUMENTS. A3.3 b) MANUFACTURER'S CERTIFICATE OF X COMPLIANCE REQUIRED. 2, INSPECTION OF HIGH - STRENGTH BOLTING: .)BEAR ING - TYPE AISC 360, SECTION CONNECTIONS. X M25 b) SLIP - CRITICAL AISC 360, SECTION CONNECTIONS. X X MI 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: a) INDENTIFICATION MARKING TO CONFORM TO ASTM ASTM A6 OR ASTM STANDARD SPECIFIED IN A 568 THE APPROVED CONSTRUCTION DOCUMENTS. b) MANUFACTURES CERTIFIED ASTM AS OR ASTM MILL TEST REPORTS A 568 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: o) INDENTIFICATION MARKING TO CONFORM TO AWS SPECICIFCATION IN THE AISC 360, SECTION APPROVED COINSTRUCTION A3.5 DOCUMENTS. b) MANUFACTURES CERTIFIED OF COMPLIANCE REQUIRED. 5. INSPECTION OF WELD: .)STRUCTURAL STEEL: 1) COMPLETE AND PARTIAL PENETRATION GROOVE X AWS D1.1 WELDS. 2) MULTIPASS FILLET WELDS. X ASS D1.1 3) SINGLE PASS FILLET X AWS DL1 WELDS > 5/16" 4 SINGLE PASS FILLET WELDS < 5/16" X AWS D1.1 5) FLOOR AND ROOF DECK WELDS X AWS D1.3 b) REINFORCING STEEL' 1) IF OF AWS D1.4 WELDARLITY OF ACI 318:3.6.2 REINFORCING STEEL X OTHER THAN ASTM A 7D6. 2) REINFORCING STEEL - RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT X AWS D1.4 FRAMES AND BOUNDARY ELEMENTS OF SPECIAL ACI 318:3.5.2 REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. 3) SHEAR REINFORCEMENT X AWS D1A ACI 3183.5.2 4) OTHER REINFORCEMENT X AWS D1.4 ACI 318:3.5.2 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: .) DETAILS SUCH AS BRACING AND STIFFENING. b) MEMBER LOCATIONS ,)APPLICATION OF JOINT DETAILS AT EACH CONNECTION. ❑ E ❑ III YES N/A 1011111111111111111111111111111111 1 ❑ ■ ❑ ■ YES NO N/A ■ ❑ ❑ E ❑ ❑ ■ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ■ ❑ ■ ■ ❑ ■ ❑ ❑ III C) CONCRETE CONSTRUCTION PER IBC 1704.4 (NOT APPLICABLE TO ISOLATED SPREAD FOOTINGS YES OR NON- STRUCTURAL SLABS ON GROUND) ......................... ■ VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD' 1. INSPECTION OF REINFORCING STEEL, INCLUDING X ACI 318: 15, 7.1 -7.7 PRESTRESSING TENDONS, AND PLACEMENT. 2. INSPECTION OF REINFORCING STEEL WELDING IN AWS D1.4 ACCORDANCE WITH TABLE ACI 318: 3.5 .2 1704.3, ITEM Sb 1 INSPECTION BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING X PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED. 4 N MX. OF REQUIRED X ACI 318 DES( : CH. 4,5.2 -5.4 5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR ASTM C 172 STRENGTH TESTS, PERFORM X ASTM C 31 SLUMP AND AIR CONTENT ACI 318: 5.6,5 .8 TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 6. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION X ACI 31B: 5.9,5.10 TECHNIQUES. 7. INSPECTION FOR MAINTENANCE OF SPECIFIED EC TED CURING TEMPERATURE AND X ACI 318: 5115.13 TECHNIQUES. B. INSPECTION OF PRESTRESSED CONCRETE: .) APPLICATION OF X PRESTRESSED FORCES. b GROUTING OF BONDED ACI 318: 18.20 PRESTRESSED TENDONS IN X ACI 318: 18.18.4 THE SEISMIC - FORCE - RESISTING SYSTEM 9.ERECRON OF PRECAST CONCRETE MEMBERS X ACI 318: CH. 16 10.VERIFICATION ON IN -SITU CONCRETE STRENGTH PRIOR TO STRESSING OF TENDONS IN POSTTENSIONED CONCRETE X ACI 318: 6.2 AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 11.INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE X ACI 318: 6.1.1 CONCRETE MEMBER BEING FORMED, ■ El ❑ El El YES D) MASONRY CONSTRUCTION PER IBC 1704. 5 ... ............................... ❑ LEVEL 1 FREQUENCY OF REFERENCE FOR INSPECTION CRITERIA INSPECTION TASK CONTINUOUS PERIODICALLY ACI 53D /ASCE ACI 536.1 /ACSE DURING TASK DURING 5 /TMS 402° 6 /TMS 602° LISTED TASK LISTED 1 A MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: .) PROPORTIONS OF SITE - PREPARED X ART 2.6A MORTAR b) CONSTRUCTION OF X ART 3.313 MORTAR JOINTS c) LOCATION OF REINFORCEMENT, CONNECTORS, X ART 3.4 PRESTRESSING ART 3 -6A TENDONS AND ANCHORAGES d) PRESTRESSING X ART 3.613 TECHNIQUE e) GRADE AND SIZE OF PRESTRESSING X ART CAB TENDONS AND ART 2AH ANCHORAGES 2, THE INSPECTION PROGRAM SHALL VERIFY: o) SIZE AND LOCATION OF STRUCTURAL X ART 3.3G ELEMENTS b) TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF X SEC 1.2.2(e) MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONTSRUCTION c) SPECIFIED SIZE, ART 24 GRADE AND TYPE OF X SEC 1.13 ART 34 REINFORCEMENT d) WELDING OF SEC 2.1.10.7.2 ART 2.4 REINFORCING BARS X SEC 3.3.3.4(b) ART 3.4 e) PROTECTION OF MASONRY DURING COLD WEATHER ART 13C (TEMPERATURE BELOW X 40 "F) OR HOT ART 1.SD WEATHER (TEMPERATURE ABOVE 99F) I) APPLICATION AND MEASUREMENT OF X ART 3.6B PRESTRESSING FORCE 3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: a) GROUT SPACE IS CLEAN X ART 3.2D b) PLACEMENT OF REINFORCEMENT AND CONNECTORS AND PRESTRESSING X SEC 1 -13 ART 3.4 TENDONS AND ANCHORAGES c) PROPORTIONS OF SITE - PREPARED GROUT AND PRESTRESSING GROUT X ART 26B FOR BONDED TENDONS d) CONSTRUCTION OF MORTAR JOINTS X ART 3.313 4, GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE X ART 3.5 AND CONSTRUCTION DOCUMENT PROVISIONS .) GROUTING OF PRESTRESSING X ART 3.6C BONDED TENDONS 5. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR X ART 1A SPECIMENS AND /OR PRISMS SHALL BE OBSERVED 6. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION X ART 1.5 DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED El El El YES NO E) WOOD CONSTRUCTION PER IBC 1704.6 ........ ............................... ❑ ❑ ❑ 0 a) HIGH -LOAD DIAPHRAGM: INSPECT WOOD STRUCTURAL PANEL SHEATHING TO ASCERTAIN WHETHER IT IS THE GRADE AND THICKNESS SHOWN ON THE APPROVED BUILDING PLANS AND VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINTING PANEL EDGES THE NAIL OR STAPLE DIAMETER AND FASTENERS THE NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED BUILDING PLANS. ❑ 0 F) EXPANSION / ADHESIVE ANCHORS IN CONCRETE OR MASONRY .1111111 ❑ ❑ ■ (IF THEY ARE REQUIRED BY THESE PLANS OR REQUIRED DURING CONSTRUCTION) 5. APPROVED FABRICATORS: (MUST SUBMIT CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICAL PER IBC 1704.2.2 FOR ALL OFFSITE FABRICATION SUCH AS STRUCTURAL STEEL, TES NO N/A GLU -LAMS, PRECAST CONCRETE, ETC. ........ ............................... I'm ❑ ❑ ❑ 0 6. STRUCTURAL OBSERVATION REQUIRED ... _.._ . ❑ 0 WHEN REQUIRED BY THIS ENGINEER OR THE BUILDING OFFICAL, THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD (EOR) BRAD YOUNG AND ASSOCIATE ❑ ❑ 0 INC. TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN IBC 1709, AND A THE INSTANCES LISTED BELOW (a). PLEASE PROVIDE 2 WEEKS NOTICE IN ❑ ❑ ■ WRITING PRIOR TO NEEDING ALL INSPECTIONS. a) 5 SPECIAL INSPECTION NOTES N/A 1. DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE STANDARD NOTES AND DETAILS ❑ CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE S1.1 - -- STANDARD NOTES AND DETAILS PROJECT SHALIL BE PROMPTLY REPORTED TO THE ENGINEER BEFORE CONSTRUCTION OR S1.2 -- STANDARD NOTES AND DETAILS FABRICATION BEGINS. DO NOT SCALE DRAWINGS. S1.3 STANDARD NOTES AND DETAILS 2.ALL IDEAS, DE51GNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE (OWNED BY AND THE PROPERTY OF BRAD YOUNG & ASSOCIATES, INC. (BYA), PLANS AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH S2.1 - FOUNDATION PLAN ■ THE SPECIFIED PROJECT ONLY. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS S2.2- � ROOF PLAN SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY FRAMING DETAILS PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BYA, FILING THESE 5MI - - - -�� � FRAMING DETAILS DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME. REUSE, � REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. S3.2 - FRAMING DETAILS TITLE TO THESE PLANS REMAINS WITH THE BRAD YOUNG & ASSOCIATES, INC. AND VISUAL S3.3 -- FRAMING DETAILS CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF FIXTURE PLAN THESE RESTRICTIONS. 3. ALL WORK SHAILL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE, OR SA1.1- - - FIXTURE PLAN 0 FEDERAL AGENCIES HAVING JURISDICTION. BRAD YOUNG & ASSOCIATES, INC. ASSUMES NO SA2.1 FIXTURE DETAILS RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF THE SA2.2 FIXTURE DETAILS WORK SHOWN ON THESE DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE /'� �1 y RESPONSIBILITY OF THE CONTRACTOR. ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO STRUCTURAL DRAWINGS INDEX ❑ THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF BRAD YOUNG &ASSOCIATES, INC. DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN WRITING PRIOR TO - - - - - _ _ _ T IS THE CONTRACTOR'S NTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THE PROGRESS OF THE PROJECT TO FACILITATE OUR ON -SITE VISITS TO ANSWER A.B. ANCHOR BOLT ELEV. ELEVATION NO. or # NUMBER QUESTIONS AND VIEW THE PROGRESS AND QUALITY OF WORK IF REQUIRED. A.B. ADJUSTABLE FOR ENGINEER OF RECORD O.C. ON CENTER 0 4. THE CONTRACTOR SHALL NOTIFY OUR OFFICE 48 HOURS PRIOR TO THE FOLLOWING ABV. ABOVE ENGR. ENGINEER DENG. OPENING PHASES OF CONSTRUCTION * ONLY IF THESE PLANS OR ANY OTHER AUTHORITY A.C.I. AMERICAN EQ. EQUAL OPP. OPPOSITE SPECIFICALLY REQUIRES THE ENGINEER OF RECORD TO MAKE A JOB INSPECTION. CONCRETE EQUIP. EQUIPMENT O.D. OUTSIDE DIA. a) FOUNDATION POURS * INSTITUTE ES EDGE SCREW OR PL PLATE ■ b) AFTER THE ERECTION OF THE SUPERSTRUCTURE AND PRIOR A.I.S.C. AMERICAN EACH SIDE PENNY(d) NAILS TO CL051NG -IN OF ANY PHASE, * INSTITUTE OF EXIST (E) EXISTING PLYWD. PLYWOOD STEEL CONSTR. EXP. EXPANSION P.S.F. POUNDS PER 5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF A.S.T.M. AMERICAN SOCIETY FIN. FINISH SQUARE FOG ALL DIMENSIONS. GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT FOR TESTING F.N. FIELD NAILING P.S.I. POUNDS PER E THE JOB SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY & MATERIALS FM FACE MOUNT SQUARE NICE DISCREPANCIES TO THE ENGINEER FOR CLARIFICATION AND CORRECTION PRIOR TO APA AMERICAN PLYWOOD FLR. FLOOR PRESS. PRESSURE BEGINNING ANY WORK. ASSOCIATION FIE FLOOR TO FLOOR R. RADIUS 6. ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL ARCH. ARCHITECT(URAL) FTG. FOOTING REINF. REINFORCING LOCATION. BRAD YOUNG & ASSOCIATES, INC. HAS NOT PERFORMED CONSTRUCTION FUN, FOUNDATION READ. REQUIRED AWS AMERICAN WELDING ENGINEERING (SHORING CALCULATIONS) OR ENGINEERING NECESSARY TO PLACE ANY FRMG. FRAMING RM. ROOM E STRUCTURAL MEMBERS IN THEIR FINAL LOCATION (ERECTION CALCULATIONS). BD. BOARD GA. GAUGE SCHED. SCHEDULE BF. BRACED FRAME GALV. GALVANIZED SHTG. SHEATHING 7. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN GF GOOD FOR SET. SHEET OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME BLK. BLOCK G.L.B. GLUE LAM BEAM SIM. SIMILAR NATURE AS SHOWN FOR SIMILAR CONDITIONS. TYPICAL DETAILS ARE AT NO SCALE, BLKG. BLOCKING GIRD. GRADE SLV SHORT LEG BOT. BOTTOM H.D. HOEDOWN VERTICAL 0 8. DO NOT SCALE STRUCTURAL DRAWINGS, IF DIMENSIONS OR DETAIL ARE NOT CLEAR, OR BLDG. BUILDING F.D. HANGER SPEC. SPECIFICATION DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THE ENGINEER. BM. BEAM STGR. STAGGER FOR. HEADER B.N. BOUNDARY NAILING STD. STANDARD 9. SEE MECHANICAL, ELECTRICAL, AND /OR ARCHITECTURAL DRAWINGS FOR LOCATION AND C CHANNEL HT. HEIGHT STL. STEEL SIZE OF PIPES, CONDUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND CLG. CEILING HORIZ. HORIZONTAL STIFF. STIFFENER 0 OTHER SIMILAR OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS. CUR. CLEAR HSB. HIGH STRENGTH STRUCT. STRUCTURAL 10.SEE MECHANICAL, ELECTRICAL AND /OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF COL. COLUMN BOLT SQ. SQUARE BOLTS, ANCHOR'S AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON C.M.U. CONCRETE MASONRY H.S. HIGH SIDE SYM. SYMMETRICAL STRUCTURAL DI$AWINGS, C.J. CONSTRUCTION D. INSIDE DIAMETER THIN. THICK LANCE 11.SEE PLUMBING & ARCHITECTURAL PLANS FOR REQUIRED SLAB WORK FOR FLOOR DRAINS JOINT TNT. INTERIOR TS TUBE STEEL 0 12.THE DESIGN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH ALL ACCEPTED LOCAL CONC. CONCRETE JST. JOIST U.B.C. UNIFORM GOVERNING CODES OF THE PARTICULAR AREA UNDER CONSTRUCTION. CONN. CONNECTION K or KIPS 1000 Ibs BUILDING CODE CONSTR. CONSTRUCTION LAM. LAMINATED U.N.O. UNLESS NOTED N/A 13.THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S CONT. CONTINUOUS LB or LBS. POUNDS OTHERWISE 0 PERFORMANCE, IF REQUIRED, IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY DA DOUBLE ANGLE L.S. LOW SIDE VERT. VERTICAL OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE, DEMO. DEMOLISH LT, WT. LIGHT WEIGHT W. WIDTH 14.ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER FIELD REPRESENTATIVES DURING DET. DETAIL LLV LONG LEG VERTICAL WT. WEIGHT CONSTRUCTION 'SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION DIAG. DIAGONAL M.B. MACHINE BOLT W.W.F. WELDED WIRE SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED DIA. (0) DIAMETER MAS. MASONRY FABRIC BY THE ENGINESER WHETHER PERFORMED PRIOR T0, DURING, OR AFTER COMPLETION OF DIM. DIMENSION MAX, MAXIMUM W.W.M. WELDED WIRE DBL. DOUBLE ME. MOMENT FRAME MESH CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY DWG. DRAWING MIL. METAL W.F. WIDE FLANGE CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICA- EA. EACH MIN. MINIMUM W/ WITH TIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT E, N, EDGE NAILING N.T.S. NOT TO SCALE WS WOOD SCREW BE CONSTRUED AS SUPERVISION OF CONSTRUCTION III 5. ALL WORK SHAI1 CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY REQUIRE- MENTS OF O.S.H.A. AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. 6. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS THE IN RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS, -STEEL Ilr I'',- T= L -1_II - NATIVE SOIL 0 EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER ESTABLISHED CONSTRUCTION PRACTICES. 7.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE - MASONRY �c✓� - ENGINEERED FILL IN COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL MATERIAL AND LABOR SHOWN OR INFERRED ON THESE PLANS. 8. - ALL D WORK PERFORM AG MATERIAL AN ED SHALL CONFORM WITH THE REQUIREMENTS OF GREGATE 0 -GROUT 0 THE INTERNATIONAL BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING ORDINANCES. ALL REFERENCE TO THE INTERNATIONAL BUILDING CODE SHALL BE THE LATEST ADOPTED EDITION. -WOOD BLOCK - - CONCRETE E 9. THE CONTRACT (DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE 0 - CONTINUOUS WOOD MEMBER AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED � TO BRACING ANO SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE DETAIL MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED DETAIL BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY ■ OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, SHEET DRAWN ON :0) - WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, DO NOT X _DETAIL CDT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS X REFERENCE SUPERVISION OF CONSTRUCTION. 20.WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDRION, IT SHALL APPLY SECTION CUT 0 FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. X _ _ _ _ _ _I 21. THE CONTRACTORS REFERENCE IT SHALL BE THE RESPON I S ERRS FOR THE SUPERVISION OF 0 THE WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS. XX _FOOTING SO COLUMN 22.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE RESPONSIBILITY OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS XX SCHEDULE ITEM III SHALL BE DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC ZA SHEARWALL E 23. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY SCHEDULE ITEM DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 24.CONCR = ON -GRADE HAS NO ETE SLAB T BEEN DESIGNED FOR CONSTRUCTION LOADS OR +HEIGHT ELEVATION SPECIFIC OCCUPANT SERVICE LOADS BY THIS ENGINEER. 7.0� (SECTIONS & PLANS) ■ 25.VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THIS ENGINEER. 26.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES 27.CONSTRUCTION AND MATERIAL SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE INDICATES NEW BUILDING E WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES � GRID LINE. HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. X INDICATES EXISTING BUILDING E 28.ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE GRID LINE. THE CONTRACTOR AND / OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING I� THE REQUIRED MATERIALS OR LABOR SPECIFIED. III!'- INDICATES A MOMENT 29.CONSTRUCT TH05E FEATURES OF THE PROJECT, WHICH MAY NOT BE FULLY SHOWN, IN Q CONNECTION ■ A MANNER SIMILAR TO THAT USED FOR SIMILAR FEATURES. ^ SYMBOLS 30.SEE ALSO SPECIFICATIONS. WHERE AVAILABLE. _j 31.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR V - - 0 THE PROPER EXECUTION OF SAME, 32.CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH . WORK. COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS, ELEVATIONS, SEC- TIONS, DETAILS ETC. 33.THE STRUCTURAL SYSTEMS HAVE BEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE LOADS AS PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD E ENGINEERING PRACTICES, WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED LOADS FROM STORAGE AND HANDLING OF CONSTRUCTION MATERIALS OR FROM OPERATION OF CONSTRUCTION EQUIPMENT, THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, BRACING, AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION, STABILITY, AND SAFETY 0 OF NEW WORK AND PROVIDE PROTECTION AS REQUIRED FOR THE SAFETY OF PEDESTRIANS AND JOB SITE PERSONNEL. AT ALL TIMES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY PROPERTY. A OF PERSONS ANT) AND EXISTING CONSTRUCTION AND MATERIALS FROM ADVERSE CONDITIONS AND THE CONTRACTOR SHALL PROJECT NEW DAMAGE. 34.IT IS THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT, MECHANICAL ENGINEER, AND ■ OTHERS DESIGNERS OF THE BUILDINGS HEATING. COOLING, & VENTALATION SYSTEM TO ENSURE THAT THE STRUCTURE DETAILS IN THESE PLANS WILL NOT BE EXPOSED TO HARMFUL (TO THE STRUCTURE AND / OR ITS OCCUPANTS) ACCUMULATION OF MOISTURE & OTHER HARMFUL SUBSTANCES THAT COULD LEAD TO HARMFUL / DESTRUCTIVE MOLD, N/A MILDEW, CORROSION. ETC. BUILD UP ON STRUCTURAL MEMBERS. 0 35.IN THESE PLANS THERE IS NO DISTINCTION BETWEEN POSTS & COLUMNS BASED ON OSHA DEFINITIONS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE CLASSIFICATION OF EACH "VERTICAL" MEMBER AND FOLLOWING THE REQUIRED OSHA ERECTION GUIDELINES. SEE NOTE 13 ON ADDITIONAL SAFETY NOTES FOR MORE INFO. 36.DRAWINGS OF SPECIFIC DETAILS ON THE DRAWINGS INDICATE THE INTENT OF THE STRUCTURAL DESIGN AND IN MOST CASES, ARE TYPICAL CONDITIONS OR VERY SIMILAR TO OTHER DETAILS, TYPICAL CONDITIONS NOT NECESSARILY NOTED AS ❑ TYPICAL SHALL BE CONSIDERED AS TYPICAL FOR OTHER CONDITIONS. 37-DUTY OF COOPERATION: ISSUANCE OF THESE STRUCTURAL DOCUMENTS (DRAWING AND SPECIFICATIONS) CONTEMPLATES FURTHER COOPERATION AMONG ALL PARTIES INVOLVED. DESIGN AND CONSTRUCTION ARE COMPLEX, AND ALTHOUGH THE DESIGN SERVICES HAVE BEEN PERFORMED WITH DUE CARE AND DILIGENCE, PERFECTION ❑ CANNOT BE GUARANTEED, COMMUNICATION IS NECESSARY AND ANY STRUCTURAL DISCREPANCY SHHALL BE REPORTED IMMEDIATELY TO THE ENGINEER WHOSE ❑ INTERPRETATION SHALL BE FINAL DISCREPANCIES NOT BROUGHT TO THE ENGINEER'S ATTENTION DURING THE BIDDING OF THE PROJECT WILL BE DEEMED S. TO HAVE BEEN BID IN THE MORE COSTLY MANNER. T 4 GENERAL NOTES d Z H 9 w II aw 0z M O) O�/� U o, CO N �/� 7 ,.y N V/ w O N Q w P. M DO N a g ><w Z ¢-0 n I. z ` F OON r U �arn ] T c I, x 3zz FI 0 m U w ex. c 0 .Q N a a m `U n 0 Y_ y M ` E I m 1 71 °0 a TS C . Y v v 0 N A _ 0 t a a a -0 0 ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 2p?2q 00 R CV lu`V I,- J Q N ­J O W p 4 w � n V � � I� Q V W CJ L � n j � G i QQ Q Q Q O CY L U' Z OQ Z w Q N 13 M 4 c o m CL $ sheet S1.1 of I ❑ E ❑ III YES N/A 1011111111111111111111111111111111 1 ❑ ■ ❑ ■ YES NO N/A ■ ❑ ❑ E ❑ ❑ ■ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ■ ❑ ■ ■ ❑ ■ ❑ ❑ III C) CONCRETE CONSTRUCTION PER IBC 1704.4 (NOT APPLICABLE TO ISOLATED SPREAD FOOTINGS YES OR NON- STRUCTURAL SLABS ON GROUND) ......................... ■ VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD' 1. INSPECTION OF REINFORCING STEEL, INCLUDING X ACI 318: 15, 7.1 -7.7 PRESTRESSING TENDONS, AND PLACEMENT. 2. INSPECTION OF REINFORCING STEEL WELDING IN AWS D1.4 ACCORDANCE WITH TABLE ACI 318: 3.5 .2 1704.3, ITEM Sb 1 INSPECTION BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING X PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED. 4 N MX. OF REQUIRED X ACI 318 DES( : CH. 4,5.2 -5.4 5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR ASTM C 172 STRENGTH TESTS, PERFORM X ASTM C 31 SLUMP AND AIR CONTENT ACI 318: 5.6,5 .8 TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 6. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION X ACI 31B: 5.9,5.10 TECHNIQUES. 7. INSPECTION FOR MAINTENANCE OF SPECIFIED EC TED CURING TEMPERATURE AND X ACI 318: 5115.13 TECHNIQUES. B. INSPECTION OF PRESTRESSED CONCRETE: .) APPLICATION OF X PRESTRESSED FORCES. b GROUTING OF BONDED ACI 318: 18.20 PRESTRESSED TENDONS IN X ACI 318: 18.18.4 THE SEISMIC - FORCE - RESISTING SYSTEM 9.ERECRON OF PRECAST CONCRETE MEMBERS X ACI 318: CH. 16 10.VERIFICATION ON IN -SITU CONCRETE STRENGTH PRIOR TO STRESSING OF TENDONS IN POSTTENSIONED CONCRETE X ACI 318: 6.2 AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 11.INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE X ACI 318: 6.1.1 CONCRETE MEMBER BEING FORMED, ■ El ❑ El El YES D) MASONRY CONSTRUCTION PER IBC 1704. 5 ... ............................... ❑ LEVEL 1 FREQUENCY OF REFERENCE FOR INSPECTION CRITERIA INSPECTION TASK CONTINUOUS PERIODICALLY ACI 53D /ASCE ACI 536.1 /ACSE DURING TASK DURING 5 /TMS 402° 6 /TMS 602° LISTED TASK LISTED 1 A MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: .) PROPORTIONS OF SITE - PREPARED X ART 2.6A MORTAR b) CONSTRUCTION OF X ART 3.313 MORTAR JOINTS c) LOCATION OF REINFORCEMENT, CONNECTORS, X ART 3.4 PRESTRESSING ART 3 -6A TENDONS AND ANCHORAGES d) PRESTRESSING X ART 3.613 TECHNIQUE e) GRADE AND SIZE OF PRESTRESSING X ART CAB TENDONS AND ART 2AH ANCHORAGES 2, THE INSPECTION PROGRAM SHALL VERIFY: o) SIZE AND LOCATION OF STRUCTURAL X ART 3.3G ELEMENTS b) TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF X SEC 1.2.2(e) MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONTSRUCTION c) SPECIFIED SIZE, ART 24 GRADE AND TYPE OF X SEC 1.13 ART 34 REINFORCEMENT d) WELDING OF SEC 2.1.10.7.2 ART 2.4 REINFORCING BARS X SEC 3.3.3.4(b) ART 3.4 e) PROTECTION OF MASONRY DURING COLD WEATHER ART 13C (TEMPERATURE BELOW X 40 "F) OR HOT ART 1.SD WEATHER (TEMPERATURE ABOVE 99F) I) APPLICATION AND MEASUREMENT OF X ART 3.6B PRESTRESSING FORCE 3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: a) GROUT SPACE IS CLEAN X ART 3.2D b) PLACEMENT OF REINFORCEMENT AND CONNECTORS AND PRESTRESSING X SEC 1 -13 ART 3.4 TENDONS AND ANCHORAGES c) PROPORTIONS OF SITE - PREPARED GROUT AND PRESTRESSING GROUT X ART 26B FOR BONDED TENDONS d) CONSTRUCTION OF MORTAR JOINTS X ART 3.313 4, GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE X ART 3.5 AND CONSTRUCTION DOCUMENT PROVISIONS .) GROUTING OF PRESTRESSING X ART 3.6C BONDED TENDONS 5. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR X ART 1A SPECIMENS AND /OR PRISMS SHALL BE OBSERVED 6. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION X ART 1.5 DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED El El El YES NO E) WOOD CONSTRUCTION PER IBC 1704.6 ........ ............................... ❑ ❑ ❑ 0 a) HIGH -LOAD DIAPHRAGM: INSPECT WOOD STRUCTURAL PANEL SHEATHING TO ASCERTAIN WHETHER IT IS THE GRADE AND THICKNESS SHOWN ON THE APPROVED BUILDING PLANS AND VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINTING PANEL EDGES THE NAIL OR STAPLE DIAMETER AND FASTENERS THE NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED BUILDING PLANS. ❑ 0 F) EXPANSION / ADHESIVE ANCHORS IN CONCRETE OR MASONRY .1111111 ❑ ❑ ■ (IF THEY ARE REQUIRED BY THESE PLANS OR REQUIRED DURING CONSTRUCTION) 5. APPROVED FABRICATORS: (MUST SUBMIT CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICAL PER IBC 1704.2.2 FOR ALL OFFSITE FABRICATION SUCH AS STRUCTURAL STEEL, TES NO N/A GLU -LAMS, PRECAST CONCRETE, ETC. ........ ............................... I'm ❑ ❑ ❑ 0 6. STRUCTURAL OBSERVATION REQUIRED ... _.._ . ❑ 0 WHEN REQUIRED BY THIS ENGINEER OR THE BUILDING OFFICAL, THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD (EOR) BRAD YOUNG AND ASSOCIATE ❑ ❑ 0 INC. TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN IBC 1709, AND A THE INSTANCES LISTED BELOW (a). PLEASE PROVIDE 2 WEEKS NOTICE IN ❑ ❑ ■ WRITING PRIOR TO NEEDING ALL INSPECTIONS. a) 5 SPECIAL INSPECTION NOTES N/A 1. DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE STANDARD NOTES AND DETAILS ❑ CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE S1.1 - -- STANDARD NOTES AND DETAILS PROJECT SHALIL BE PROMPTLY REPORTED TO THE ENGINEER BEFORE CONSTRUCTION OR S1.2 -- STANDARD NOTES AND DETAILS FABRICATION BEGINS. DO NOT SCALE DRAWINGS. S1.3 STANDARD NOTES AND DETAILS 2.ALL IDEAS, DE51GNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE (OWNED BY AND THE PROPERTY OF BRAD YOUNG & ASSOCIATES, INC. (BYA), PLANS AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH S2.1 - FOUNDATION PLAN ■ THE SPECIFIED PROJECT ONLY. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS S2.2- � ROOF PLAN SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY FRAMING DETAILS PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BYA, FILING THESE 5MI - - - -�� � FRAMING DETAILS DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME. REUSE, � REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. S3.2 - FRAMING DETAILS TITLE TO THESE PLANS REMAINS WITH THE BRAD YOUNG & ASSOCIATES, INC. AND VISUAL S3.3 -- FRAMING DETAILS CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF FIXTURE PLAN THESE RESTRICTIONS. 3. ALL WORK SHAILL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE, OR SA1.1- - - FIXTURE PLAN 0 FEDERAL AGENCIES HAVING JURISDICTION. BRAD YOUNG & ASSOCIATES, INC. ASSUMES NO SA2.1 FIXTURE DETAILS RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF THE SA2.2 FIXTURE DETAILS WORK SHOWN ON THESE DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE /'� �1 y RESPONSIBILITY OF THE CONTRACTOR. ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO STRUCTURAL DRAWINGS INDEX ❑ THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF BRAD YOUNG &ASSOCIATES, INC. DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN WRITING PRIOR TO - - - - - _ _ _ T IS THE CONTRACTOR'S NTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THE PROGRESS OF THE PROJECT TO FACILITATE OUR ON -SITE VISITS TO ANSWER A.B. ANCHOR BOLT ELEV. ELEVATION NO. or # NUMBER QUESTIONS AND VIEW THE PROGRESS AND QUALITY OF WORK IF REQUIRED. A.B. ADJUSTABLE FOR ENGINEER OF RECORD O.C. ON CENTER 0 4. THE CONTRACTOR SHALL NOTIFY OUR OFFICE 48 HOURS PRIOR TO THE FOLLOWING ABV. ABOVE ENGR. ENGINEER DENG. OPENING PHASES OF CONSTRUCTION * ONLY IF THESE PLANS OR ANY OTHER AUTHORITY A.C.I. AMERICAN EQ. EQUAL OPP. OPPOSITE SPECIFICALLY REQUIRES THE ENGINEER OF RECORD TO MAKE A JOB INSPECTION. CONCRETE EQUIP. EQUIPMENT O.D. OUTSIDE DIA. a) FOUNDATION POURS * INSTITUTE ES EDGE SCREW OR PL PLATE ■ b) AFTER THE ERECTION OF THE SUPERSTRUCTURE AND PRIOR A.I.S.C. AMERICAN EACH SIDE PENNY(d) NAILS TO CL051NG -IN OF ANY PHASE, * INSTITUTE OF EXIST (E) EXISTING PLYWD. PLYWOOD STEEL CONSTR. EXP. EXPANSION P.S.F. POUNDS PER 5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF A.S.T.M. AMERICAN SOCIETY FIN. FINISH SQUARE FOG ALL DIMENSIONS. GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT FOR TESTING F.N. FIELD NAILING P.S.I. POUNDS PER E THE JOB SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY & MATERIALS FM FACE MOUNT SQUARE NICE DISCREPANCIES TO THE ENGINEER FOR CLARIFICATION AND CORRECTION PRIOR TO APA AMERICAN PLYWOOD FLR. FLOOR PRESS. PRESSURE BEGINNING ANY WORK. ASSOCIATION FIE FLOOR TO FLOOR R. RADIUS 6. ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL ARCH. ARCHITECT(URAL) FTG. FOOTING REINF. REINFORCING LOCATION. BRAD YOUNG & ASSOCIATES, INC. HAS NOT PERFORMED CONSTRUCTION FUN, FOUNDATION READ. REQUIRED AWS AMERICAN WELDING ENGINEERING (SHORING CALCULATIONS) OR ENGINEERING NECESSARY TO PLACE ANY FRMG. FRAMING RM. ROOM E STRUCTURAL MEMBERS IN THEIR FINAL LOCATION (ERECTION CALCULATIONS). BD. BOARD GA. GAUGE SCHED. SCHEDULE BF. BRACED FRAME GALV. GALVANIZED SHTG. SHEATHING 7. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN GF GOOD FOR SET. SHEET OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME BLK. BLOCK G.L.B. GLUE LAM BEAM SIM. SIMILAR NATURE AS SHOWN FOR SIMILAR CONDITIONS. TYPICAL DETAILS ARE AT NO SCALE, BLKG. BLOCKING GIRD. GRADE SLV SHORT LEG BOT. BOTTOM H.D. HOEDOWN VERTICAL 0 8. DO NOT SCALE STRUCTURAL DRAWINGS, IF DIMENSIONS OR DETAIL ARE NOT CLEAR, OR BLDG. BUILDING F.D. HANGER SPEC. SPECIFICATION DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THE ENGINEER. BM. BEAM STGR. STAGGER FOR. HEADER B.N. BOUNDARY NAILING STD. STANDARD 9. SEE MECHANICAL, ELECTRICAL, AND /OR ARCHITECTURAL DRAWINGS FOR LOCATION AND C CHANNEL HT. HEIGHT STL. STEEL SIZE OF PIPES, CONDUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND CLG. CEILING HORIZ. HORIZONTAL STIFF. STIFFENER 0 OTHER SIMILAR OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS. CUR. CLEAR HSB. HIGH STRENGTH STRUCT. STRUCTURAL 10.SEE MECHANICAL, ELECTRICAL AND /OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF COL. COLUMN BOLT SQ. SQUARE BOLTS, ANCHOR'S AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON C.M.U. CONCRETE MASONRY H.S. HIGH SIDE SYM. SYMMETRICAL STRUCTURAL DI$AWINGS, C.J. CONSTRUCTION D. INSIDE DIAMETER THIN. THICK LANCE 11.SEE PLUMBING & ARCHITECTURAL PLANS FOR REQUIRED SLAB WORK FOR FLOOR DRAINS JOINT TNT. INTERIOR TS TUBE STEEL 0 12.THE DESIGN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH ALL ACCEPTED LOCAL CONC. CONCRETE JST. JOIST U.B.C. UNIFORM GOVERNING CODES OF THE PARTICULAR AREA UNDER CONSTRUCTION. CONN. CONNECTION K or KIPS 1000 Ibs BUILDING CODE CONSTR. CONSTRUCTION LAM. LAMINATED U.N.O. UNLESS NOTED N/A 13.THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S CONT. CONTINUOUS LB or LBS. POUNDS OTHERWISE 0 PERFORMANCE, IF REQUIRED, IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY DA DOUBLE ANGLE L.S. LOW SIDE VERT. VERTICAL OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE, DEMO. DEMOLISH LT, WT. LIGHT WEIGHT W. WIDTH 14.ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER FIELD REPRESENTATIVES DURING DET. DETAIL LLV LONG LEG VERTICAL WT. WEIGHT CONSTRUCTION 'SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION DIAG. DIAGONAL M.B. MACHINE BOLT W.W.F. WELDED WIRE SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED DIA. (0) DIAMETER MAS. MASONRY FABRIC BY THE ENGINESER WHETHER PERFORMED PRIOR T0, DURING, OR AFTER COMPLETION OF DIM. DIMENSION MAX, MAXIMUM W.W.M. WELDED WIRE DBL. DOUBLE ME. MOMENT FRAME MESH CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY DWG. DRAWING MIL. METAL W.F. WIDE FLANGE CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICA- EA. EACH MIN. MINIMUM W/ WITH TIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT E, N, EDGE NAILING N.T.S. NOT TO SCALE WS WOOD SCREW BE CONSTRUED AS SUPERVISION OF CONSTRUCTION III 5. ALL WORK SHAI1 CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY REQUIRE- MENTS OF O.S.H.A. AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. 6. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS THE IN RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS, -STEEL Ilr I'',- T= L -1_II - NATIVE SOIL 0 EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER ESTABLISHED CONSTRUCTION PRACTICES. 7.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE - MASONRY �c✓� - ENGINEERED FILL IN COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL MATERIAL AND LABOR SHOWN OR INFERRED ON THESE PLANS. 8. - ALL D WORK PERFORM AG MATERIAL AN ED SHALL CONFORM WITH THE REQUIREMENTS OF GREGATE 0 -GROUT 0 THE INTERNATIONAL BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING ORDINANCES. ALL REFERENCE TO THE INTERNATIONAL BUILDING CODE SHALL BE THE LATEST ADOPTED EDITION. -WOOD BLOCK - - CONCRETE E 9. THE CONTRACT (DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE 0 - CONTINUOUS WOOD MEMBER AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED � TO BRACING ANO SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE DETAIL MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED DETAIL BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY ■ OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, SHEET DRAWN ON :0) - WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, DO NOT X _DETAIL CDT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS X REFERENCE SUPERVISION OF CONSTRUCTION. 20.WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDRION, IT SHALL APPLY SECTION CUT 0 FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. X _ _ _ _ _ _I 21. THE CONTRACTORS REFERENCE IT SHALL BE THE RESPON I S ERRS FOR THE SUPERVISION OF 0 THE WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS. XX _FOOTING SO COLUMN 22.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE RESPONSIBILITY OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS XX SCHEDULE ITEM III SHALL BE DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC ZA SHEARWALL E 23. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY SCHEDULE ITEM DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 24.CONCR = ON -GRADE HAS NO ETE SLAB T BEEN DESIGNED FOR CONSTRUCTION LOADS OR +HEIGHT ELEVATION SPECIFIC OCCUPANT SERVICE LOADS BY THIS ENGINEER. 7.0� (SECTIONS & PLANS) ■ 25.VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THIS ENGINEER. 26.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES 27.CONSTRUCTION AND MATERIAL SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE INDICATES NEW BUILDING E WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES � GRID LINE. HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. X INDICATES EXISTING BUILDING E 28.ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE GRID LINE. THE CONTRACTOR AND / OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING I� THE REQUIRED MATERIALS OR LABOR SPECIFIED. III!'- INDICATES A MOMENT 29.CONSTRUCT TH05E FEATURES OF THE PROJECT, WHICH MAY NOT BE FULLY SHOWN, IN Q CONNECTION ■ A MANNER SIMILAR TO THAT USED FOR SIMILAR FEATURES. ^ SYMBOLS 30.SEE ALSO SPECIFICATIONS. WHERE AVAILABLE. _j 31.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR V - - 0 THE PROPER EXECUTION OF SAME, 32.CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH . WORK. COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS, ELEVATIONS, SEC- TIONS, DETAILS ETC. 33.THE STRUCTURAL SYSTEMS HAVE BEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE LOADS AS PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD E ENGINEERING PRACTICES, WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED LOADS FROM STORAGE AND HANDLING OF CONSTRUCTION MATERIALS OR FROM OPERATION OF CONSTRUCTION EQUIPMENT, THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, BRACING, AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION, STABILITY, AND SAFETY 0 OF NEW WORK AND PROVIDE PROTECTION AS REQUIRED FOR THE SAFETY OF PEDESTRIANS AND JOB SITE PERSONNEL. AT ALL TIMES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY PROPERTY. A OF PERSONS ANT) AND EXISTING CONSTRUCTION AND MATERIALS FROM ADVERSE CONDITIONS AND THE CONTRACTOR SHALL PROJECT NEW DAMAGE. 34.IT IS THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT, MECHANICAL ENGINEER, AND ■ OTHERS DESIGNERS OF THE BUILDINGS HEATING. COOLING, & VENTALATION SYSTEM TO ENSURE THAT THE STRUCTURE DETAILS IN THESE PLANS WILL NOT BE EXPOSED TO HARMFUL (TO THE STRUCTURE AND / OR ITS OCCUPANTS) ACCUMULATION OF MOISTURE & OTHER HARMFUL SUBSTANCES THAT COULD LEAD TO HARMFUL / DESTRUCTIVE MOLD, N/A MILDEW, CORROSION. ETC. BUILD UP ON STRUCTURAL MEMBERS. 0 35.IN THESE PLANS THERE IS NO DISTINCTION BETWEEN POSTS & COLUMNS BASED ON OSHA DEFINITIONS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE CLASSIFICATION OF EACH "VERTICAL" MEMBER AND FOLLOWING THE REQUIRED OSHA ERECTION GUIDELINES. SEE NOTE 13 ON ADDITIONAL SAFETY NOTES FOR MORE INFO. 36.DRAWINGS OF SPECIFIC DETAILS ON THE DRAWINGS INDICATE THE INTENT OF THE STRUCTURAL DESIGN AND IN MOST CASES, ARE TYPICAL CONDITIONS OR VERY SIMILAR TO OTHER DETAILS, TYPICAL CONDITIONS NOT NECESSARILY NOTED AS ❑ TYPICAL SHALL BE CONSIDERED AS TYPICAL FOR OTHER CONDITIONS. 37-DUTY OF COOPERATION: ISSUANCE OF THESE STRUCTURAL DOCUMENTS (DRAWING AND SPECIFICATIONS) CONTEMPLATES FURTHER COOPERATION AMONG ALL PARTIES INVOLVED. DESIGN AND CONSTRUCTION ARE COMPLEX, AND ALTHOUGH THE DESIGN SERVICES HAVE BEEN PERFORMED WITH DUE CARE AND DILIGENCE, PERFECTION ❑ CANNOT BE GUARANTEED, COMMUNICATION IS NECESSARY AND ANY STRUCTURAL DISCREPANCY SHHALL BE REPORTED IMMEDIATELY TO THE ENGINEER WHOSE ❑ INTERPRETATION SHALL BE FINAL DISCREPANCIES NOT BROUGHT TO THE ENGINEER'S ATTENTION DURING THE BIDDING OF THE PROJECT WILL BE DEEMED S. TO HAVE BEEN BID IN THE MORE COSTLY MANNER. T 4 GENERAL NOTES d Z H 9 w II aw 0z M O) O�/� U o, CO N �/� 7 ,.y N V/ w O N Q w P. M DO N a g ><w Z ¢-0 n I. z ` F OON r U �arn ] T c I, x 3zz FI 0 m U w ex. c 0 .Q N a a m `U n 0 Y_ y M ` E I m 1 71 °0 a TS C . Y v v 0 N A _ 0 t a a a -0 0 ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 2p?2q 00 R CV lu`V I,- J Q N ­J O W p 4 w � n V � � I� Q V W CJ L � n j � G i QQ Q Q Q O CY L U' Z OQ Z w Q N 13 M 4 c o m CL $ sheet S1.1 of I ■ El ❑ El El YES D) MASONRY CONSTRUCTION PER IBC 1704. 5 ... ............................... ❑ LEVEL 1 FREQUENCY OF REFERENCE FOR INSPECTION CRITERIA INSPECTION TASK CONTINUOUS PERIODICALLY ACI 53D /ASCE ACI 536.1 /ACSE DURING TASK DURING 5 /TMS 402° 6 /TMS 602° LISTED TASK LISTED 1 A MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: .) PROPORTIONS OF SITE - PREPARED X ART 2.6A MORTAR b) CONSTRUCTION OF X ART 3.313 MORTAR JOINTS c) LOCATION OF REINFORCEMENT, CONNECTORS, X ART 3.4 PRESTRESSING ART 3 -6A TENDONS AND ANCHORAGES d) PRESTRESSING X ART 3.613 TECHNIQUE e) GRADE AND SIZE OF PRESTRESSING X ART CAB TENDONS AND ART 2AH ANCHORAGES 2, THE INSPECTION PROGRAM SHALL VERIFY: o) SIZE AND LOCATION OF STRUCTURAL X ART 3.3G ELEMENTS b) TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF X SEC 1.2.2(e) MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONTSRUCTION c) SPECIFIED SIZE, ART 24 GRADE AND TYPE OF X SEC 1.13 ART 34 REINFORCEMENT d) WELDING OF SEC 2.1.10.7.2 ART 2.4 REINFORCING BARS X SEC 3.3.3.4(b) ART 3.4 e) PROTECTION OF MASONRY DURING COLD WEATHER ART 13C (TEMPERATURE BELOW X 40 "F) OR HOT ART 1.SD WEATHER (TEMPERATURE ABOVE 99F) I) APPLICATION AND MEASUREMENT OF X ART 3.6B PRESTRESSING FORCE 3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: a) GROUT SPACE IS CLEAN X ART 3.2D b) PLACEMENT OF REINFORCEMENT AND CONNECTORS AND PRESTRESSING X SEC 1 -13 ART 3.4 TENDONS AND ANCHORAGES c) PROPORTIONS OF SITE - PREPARED GROUT AND PRESTRESSING GROUT X ART 26B FOR BONDED TENDONS d) CONSTRUCTION OF MORTAR JOINTS X ART 3.313 4, GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE X ART 3.5 AND CONSTRUCTION DOCUMENT PROVISIONS .) GROUTING OF PRESTRESSING X ART 3.6C BONDED TENDONS 5. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR X ART 1A SPECIMENS AND /OR PRISMS SHALL BE OBSERVED 6. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION X ART 1.5 DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED El El El YES NO E) WOOD CONSTRUCTION PER IBC 1704.6 ........ ............................... ❑ ❑ ❑ 0 a) HIGH -LOAD DIAPHRAGM: INSPECT WOOD STRUCTURAL PANEL SHEATHING TO ASCERTAIN WHETHER IT IS THE GRADE AND THICKNESS SHOWN ON THE APPROVED BUILDING PLANS AND VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINTING PANEL EDGES THE NAIL OR STAPLE DIAMETER AND FASTENERS THE NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED BUILDING PLANS. ❑ 0 F) EXPANSION / ADHESIVE ANCHORS IN CONCRETE OR MASONRY .1111111 ❑ ❑ ■ (IF THEY ARE REQUIRED BY THESE PLANS OR REQUIRED DURING CONSTRUCTION) 5. APPROVED FABRICATORS: (MUST SUBMIT CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICAL PER IBC 1704.2.2 FOR ALL OFFSITE FABRICATION SUCH AS STRUCTURAL STEEL, TES NO N/A GLU -LAMS, PRECAST CONCRETE, ETC. ........ ............................... I'm ❑ ❑ ❑ 0 6. STRUCTURAL OBSERVATION REQUIRED ... _.._ . ❑ 0 WHEN REQUIRED BY THIS ENGINEER OR THE BUILDING OFFICAL, THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD (EOR) BRAD YOUNG AND ASSOCIATE ❑ ❑ 0 INC. TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN IBC 1709, AND A THE INSTANCES LISTED BELOW (a). PLEASE PROVIDE 2 WEEKS NOTICE IN ❑ ❑ ■ WRITING PRIOR TO NEEDING ALL INSPECTIONS. a) 5 SPECIAL INSPECTION NOTES N/A 1. DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE STANDARD NOTES AND DETAILS ❑ CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE S1.1 - -- STANDARD NOTES AND DETAILS PROJECT SHALIL BE PROMPTLY REPORTED TO THE ENGINEER BEFORE CONSTRUCTION OR S1.2 -- STANDARD NOTES AND DETAILS FABRICATION BEGINS. DO NOT SCALE DRAWINGS. S1.3 STANDARD NOTES AND DETAILS 2.ALL IDEAS, DE51GNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE (OWNED BY AND THE PROPERTY OF BRAD YOUNG & ASSOCIATES, INC. (BYA), PLANS AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH S2.1 - FOUNDATION PLAN ■ THE SPECIFIED PROJECT ONLY. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS S2.2- � ROOF PLAN SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY FRAMING DETAILS PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BYA, FILING THESE 5MI - - - -�� � FRAMING DETAILS DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME. REUSE, � REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. S3.2 - FRAMING DETAILS TITLE TO THESE PLANS REMAINS WITH THE BRAD YOUNG & ASSOCIATES, INC. AND VISUAL S3.3 -- FRAMING DETAILS CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF FIXTURE PLAN THESE RESTRICTIONS. 3. ALL WORK SHAILL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE, OR SA1.1- - - FIXTURE PLAN 0 FEDERAL AGENCIES HAVING JURISDICTION. BRAD YOUNG & ASSOCIATES, INC. ASSUMES NO SA2.1 FIXTURE DETAILS RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF THE SA2.2 FIXTURE DETAILS WORK SHOWN ON THESE DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE /'� �1 y RESPONSIBILITY OF THE CONTRACTOR. ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO STRUCTURAL DRAWINGS INDEX ❑ THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF BRAD YOUNG &ASSOCIATES, INC. DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN WRITING PRIOR TO - - - - - _ _ _ T IS THE CONTRACTOR'S NTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THE PROGRESS OF THE PROJECT TO FACILITATE OUR ON -SITE VISITS TO ANSWER A.B. ANCHOR BOLT ELEV. ELEVATION NO. or # NUMBER QUESTIONS AND VIEW THE PROGRESS AND QUALITY OF WORK IF REQUIRED. A.B. ADJUSTABLE FOR ENGINEER OF RECORD O.C. ON CENTER 0 4. THE CONTRACTOR SHALL NOTIFY OUR OFFICE 48 HOURS PRIOR TO THE FOLLOWING ABV. ABOVE ENGR. ENGINEER DENG. OPENING PHASES OF CONSTRUCTION * ONLY IF THESE PLANS OR ANY OTHER AUTHORITY A.C.I. AMERICAN EQ. EQUAL OPP. OPPOSITE SPECIFICALLY REQUIRES THE ENGINEER OF RECORD TO MAKE A JOB INSPECTION. CONCRETE EQUIP. EQUIPMENT O.D. OUTSIDE DIA. a) FOUNDATION POURS * INSTITUTE ES EDGE SCREW OR PL PLATE ■ b) AFTER THE ERECTION OF THE SUPERSTRUCTURE AND PRIOR A.I.S.C. AMERICAN EACH SIDE PENNY(d) NAILS TO CL051NG -IN OF ANY PHASE, * INSTITUTE OF EXIST (E) EXISTING PLYWD. PLYWOOD STEEL CONSTR. EXP. EXPANSION P.S.F. POUNDS PER 5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF A.S.T.M. AMERICAN SOCIETY FIN. FINISH SQUARE FOG ALL DIMENSIONS. GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT FOR TESTING F.N. FIELD NAILING P.S.I. POUNDS PER E THE JOB SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY & MATERIALS FM FACE MOUNT SQUARE NICE DISCREPANCIES TO THE ENGINEER FOR CLARIFICATION AND CORRECTION PRIOR TO APA AMERICAN PLYWOOD FLR. FLOOR PRESS. PRESSURE BEGINNING ANY WORK. ASSOCIATION FIE FLOOR TO FLOOR R. RADIUS 6. ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL ARCH. ARCHITECT(URAL) FTG. FOOTING REINF. REINFORCING LOCATION. BRAD YOUNG & ASSOCIATES, INC. HAS NOT PERFORMED CONSTRUCTION FUN, FOUNDATION READ. REQUIRED AWS AMERICAN WELDING ENGINEERING (SHORING CALCULATIONS) OR ENGINEERING NECESSARY TO PLACE ANY FRMG. FRAMING RM. ROOM E STRUCTURAL MEMBERS IN THEIR FINAL LOCATION (ERECTION CALCULATIONS). BD. BOARD GA. GAUGE SCHED. SCHEDULE BF. BRACED FRAME GALV. GALVANIZED SHTG. SHEATHING 7. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN GF GOOD FOR SET. SHEET OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME BLK. BLOCK G.L.B. GLUE LAM BEAM SIM. SIMILAR NATURE AS SHOWN FOR SIMILAR CONDITIONS. TYPICAL DETAILS ARE AT NO SCALE, BLKG. BLOCKING GIRD. GRADE SLV SHORT LEG BOT. BOTTOM H.D. HOEDOWN VERTICAL 0 8. DO NOT SCALE STRUCTURAL DRAWINGS, IF DIMENSIONS OR DETAIL ARE NOT CLEAR, OR BLDG. BUILDING F.D. HANGER SPEC. SPECIFICATION DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THE ENGINEER. BM. BEAM STGR. STAGGER FOR. HEADER B.N. BOUNDARY NAILING STD. STANDARD 9. SEE MECHANICAL, ELECTRICAL, AND /OR ARCHITECTURAL DRAWINGS FOR LOCATION AND C CHANNEL HT. HEIGHT STL. STEEL SIZE OF PIPES, CONDUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND CLG. CEILING HORIZ. HORIZONTAL STIFF. STIFFENER 0 OTHER SIMILAR OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS. CUR. CLEAR HSB. HIGH STRENGTH STRUCT. STRUCTURAL 10.SEE MECHANICAL, ELECTRICAL AND /OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF COL. COLUMN BOLT SQ. SQUARE BOLTS, ANCHOR'S AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON C.M.U. CONCRETE MASONRY H.S. HIGH SIDE SYM. SYMMETRICAL STRUCTURAL DI$AWINGS, C.J. CONSTRUCTION D. INSIDE DIAMETER THIN. THICK LANCE 11.SEE PLUMBING & ARCHITECTURAL PLANS FOR REQUIRED SLAB WORK FOR FLOOR DRAINS JOINT TNT. INTERIOR TS TUBE STEEL 0 12.THE DESIGN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH ALL ACCEPTED LOCAL CONC. CONCRETE JST. JOIST U.B.C. UNIFORM GOVERNING CODES OF THE PARTICULAR AREA UNDER CONSTRUCTION. CONN. CONNECTION K or KIPS 1000 Ibs BUILDING CODE CONSTR. CONSTRUCTION LAM. LAMINATED U.N.O. UNLESS NOTED N/A 13.THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S CONT. CONTINUOUS LB or LBS. POUNDS OTHERWISE 0 PERFORMANCE, IF REQUIRED, IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY DA DOUBLE ANGLE L.S. LOW SIDE VERT. VERTICAL OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE, DEMO. DEMOLISH LT, WT. LIGHT WEIGHT W. WIDTH 14.ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER FIELD REPRESENTATIVES DURING DET. DETAIL LLV LONG LEG VERTICAL WT. WEIGHT CONSTRUCTION 'SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION DIAG. DIAGONAL M.B. MACHINE BOLT W.W.F. WELDED WIRE SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED DIA. (0) DIAMETER MAS. MASONRY FABRIC BY THE ENGINESER WHETHER PERFORMED PRIOR T0, DURING, OR AFTER COMPLETION OF DIM. DIMENSION MAX, MAXIMUM W.W.M. WELDED WIRE DBL. DOUBLE ME. MOMENT FRAME MESH CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY DWG. DRAWING MIL. METAL W.F. WIDE FLANGE CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICA- EA. EACH MIN. MINIMUM W/ WITH TIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT E, N, EDGE NAILING N.T.S. NOT TO SCALE WS WOOD SCREW BE CONSTRUED AS SUPERVISION OF CONSTRUCTION III 5. ALL WORK SHAI1 CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY REQUIRE- MENTS OF O.S.H.A. AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. 6. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS THE IN RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS, -STEEL Ilr I'',- T= L -1_II - NATIVE SOIL 0 EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER ESTABLISHED CONSTRUCTION PRACTICES. 7.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE - MASONRY �c✓� - ENGINEERED FILL IN COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL MATERIAL AND LABOR SHOWN OR INFERRED ON THESE PLANS. 8. - ALL D WORK PERFORM AG MATERIAL AN ED SHALL CONFORM WITH THE REQUIREMENTS OF GREGATE 0 -GROUT 0 THE INTERNATIONAL BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING ORDINANCES. ALL REFERENCE TO THE INTERNATIONAL BUILDING CODE SHALL BE THE LATEST ADOPTED EDITION. -WOOD BLOCK - - CONCRETE E 9. THE CONTRACT (DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE 0 - CONTINUOUS WOOD MEMBER AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED � TO BRACING ANO SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE DETAIL MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED DETAIL BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY ■ OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, SHEET DRAWN ON :0) - WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, DO NOT X _DETAIL CDT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS X REFERENCE SUPERVISION OF CONSTRUCTION. 20.WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDRION, IT SHALL APPLY SECTION CUT 0 FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. X _ _ _ _ _ _I 21. THE CONTRACTORS REFERENCE IT SHALL BE THE RESPON I S ERRS FOR THE SUPERVISION OF 0 THE WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS. XX _FOOTING SO COLUMN 22.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE RESPONSIBILITY OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS XX SCHEDULE ITEM III SHALL BE DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC ZA SHEARWALL E 23. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY SCHEDULE ITEM DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 24.CONCR = ON -GRADE HAS NO ETE SLAB T BEEN DESIGNED FOR CONSTRUCTION LOADS OR +HEIGHT ELEVATION SPECIFIC OCCUPANT SERVICE LOADS BY THIS ENGINEER. 7.0� (SECTIONS & PLANS) ■ 25.VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THIS ENGINEER. 26.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES 27.CONSTRUCTION AND MATERIAL SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE INDICATES NEW BUILDING E WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES � GRID LINE. HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. X INDICATES EXISTING BUILDING E 28.ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE GRID LINE. THE CONTRACTOR AND / OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING I� THE REQUIRED MATERIALS OR LABOR SPECIFIED. III!'- INDICATES A MOMENT 29.CONSTRUCT TH05E FEATURES OF THE PROJECT, WHICH MAY NOT BE FULLY SHOWN, IN Q CONNECTION ■ A MANNER SIMILAR TO THAT USED FOR SIMILAR FEATURES. ^ SYMBOLS 30.SEE ALSO SPECIFICATIONS. WHERE AVAILABLE. _j 31.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR V - - 0 THE PROPER EXECUTION OF SAME, 32.CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH . WORK. COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS, ELEVATIONS, SEC- TIONS, DETAILS ETC. 33.THE STRUCTURAL SYSTEMS HAVE BEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE LOADS AS PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD E ENGINEERING PRACTICES, WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED LOADS FROM STORAGE AND HANDLING OF CONSTRUCTION MATERIALS OR FROM OPERATION OF CONSTRUCTION EQUIPMENT, THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, BRACING, AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION, STABILITY, AND SAFETY 0 OF NEW WORK AND PROVIDE PROTECTION AS REQUIRED FOR THE SAFETY OF PEDESTRIANS AND JOB SITE PERSONNEL. AT ALL TIMES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY PROPERTY. A OF PERSONS ANT) AND EXISTING CONSTRUCTION AND MATERIALS FROM ADVERSE CONDITIONS AND THE CONTRACTOR SHALL PROJECT NEW DAMAGE. 34.IT IS THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT, MECHANICAL ENGINEER, AND ■ OTHERS DESIGNERS OF THE BUILDINGS HEATING. COOLING, & VENTALATION SYSTEM TO ENSURE THAT THE STRUCTURE DETAILS IN THESE PLANS WILL NOT BE EXPOSED TO HARMFUL (TO THE STRUCTURE AND / OR ITS OCCUPANTS) ACCUMULATION OF MOISTURE & OTHER HARMFUL SUBSTANCES THAT COULD LEAD TO HARMFUL / DESTRUCTIVE MOLD, N/A MILDEW, CORROSION. ETC. BUILD UP ON STRUCTURAL MEMBERS. 0 35.IN THESE PLANS THERE IS NO DISTINCTION BETWEEN POSTS & COLUMNS BASED ON OSHA DEFINITIONS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE CLASSIFICATION OF EACH "VERTICAL" MEMBER AND FOLLOWING THE REQUIRED OSHA ERECTION GUIDELINES. SEE NOTE 13 ON ADDITIONAL SAFETY NOTES FOR MORE INFO. 36.DRAWINGS OF SPECIFIC DETAILS ON THE DRAWINGS INDICATE THE INTENT OF THE STRUCTURAL DESIGN AND IN MOST CASES, ARE TYPICAL CONDITIONS OR VERY SIMILAR TO OTHER DETAILS, TYPICAL CONDITIONS NOT NECESSARILY NOTED AS ❑ TYPICAL SHALL BE CONSIDERED AS TYPICAL FOR OTHER CONDITIONS. 37-DUTY OF COOPERATION: ISSUANCE OF THESE STRUCTURAL DOCUMENTS (DRAWING AND SPECIFICATIONS) CONTEMPLATES FURTHER COOPERATION AMONG ALL PARTIES INVOLVED. DESIGN AND CONSTRUCTION ARE COMPLEX, AND ALTHOUGH THE DESIGN SERVICES HAVE BEEN PERFORMED WITH DUE CARE AND DILIGENCE, PERFECTION ❑ CANNOT BE GUARANTEED, COMMUNICATION IS NECESSARY AND ANY STRUCTURAL DISCREPANCY SHHALL BE REPORTED IMMEDIATELY TO THE ENGINEER WHOSE ❑ INTERPRETATION SHALL BE FINAL DISCREPANCIES NOT BROUGHT TO THE ENGINEER'S ATTENTION DURING THE BIDDING OF THE PROJECT WILL BE DEEMED S. TO HAVE BEEN BID IN THE MORE COSTLY MANNER. T 4 GENERAL NOTES d Z H 9 w II aw 0z M O) O�/� U o, CO N �/� 7 ,.y N V/ w O N Q w P. M DO N a g ><w Z ¢-0 n I. z ` F OON r U �arn ] T c I, x 3zz FI 0 m U w ex. c 0 .Q N a a m `U n 0 Y_ y M ` E I m 1 71 °0 a TS C . Y v v 0 N A _ 0 t a a a -0 0 ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 2p?2q 00 R CV lu`V I,- J Q N ­J O W p 4 w � n V � � I� Q V W CJ L � n j � G i QQ Q Q Q O CY L U' Z OQ Z w Q N 13 M 4 c o m CL $ sheet S1.1 of I El El El YES NO E) WOOD CONSTRUCTION PER IBC 1704.6 ........ ............................... ❑ ❑ ❑ 0 a) HIGH -LOAD DIAPHRAGM: INSPECT WOOD STRUCTURAL PANEL SHEATHING TO ASCERTAIN WHETHER IT IS THE GRADE AND THICKNESS SHOWN ON THE APPROVED BUILDING PLANS AND VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINTING PANEL EDGES THE NAIL OR STAPLE DIAMETER AND FASTENERS THE NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED BUILDING PLANS. ❑ 0 F) EXPANSION / ADHESIVE ANCHORS IN CONCRETE OR MASONRY .1111111 ❑ ❑ ■ (IF THEY ARE REQUIRED BY THESE PLANS OR REQUIRED DURING CONSTRUCTION) 5. APPROVED FABRICATORS: (MUST SUBMIT CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICAL PER IBC 1704.2.2 FOR ALL OFFSITE FABRICATION SUCH AS STRUCTURAL STEEL, TES NO N/A GLU -LAMS, PRECAST CONCRETE, ETC. ........ ............................... I'm ❑ ❑ ❑ 0 6. STRUCTURAL OBSERVATION REQUIRED ... _.._ . ❑ 0 WHEN REQUIRED BY THIS ENGINEER OR THE BUILDING OFFICAL, THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD (EOR) BRAD YOUNG AND ASSOCIATE ❑ ❑ 0 INC. TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN IBC 1709, AND A THE INSTANCES LISTED BELOW (a). PLEASE PROVIDE 2 WEEKS NOTICE IN ❑ ❑ ■ WRITING PRIOR TO NEEDING ALL INSPECTIONS. a) 5 SPECIAL INSPECTION NOTES N/A 1. DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE STANDARD NOTES AND DETAILS ❑ CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE S1.1 - -- STANDARD NOTES AND DETAILS PROJECT SHALIL BE PROMPTLY REPORTED TO THE ENGINEER BEFORE CONSTRUCTION OR S1.2 -- STANDARD NOTES AND DETAILS FABRICATION BEGINS. DO NOT SCALE DRAWINGS. S1.3 STANDARD NOTES AND DETAILS 2.ALL IDEAS, DE51GNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE (OWNED BY AND THE PROPERTY OF BRAD YOUNG & ASSOCIATES, INC. (BYA), PLANS AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH S2.1 - FOUNDATION PLAN ■ THE SPECIFIED PROJECT ONLY. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS S2.2- � ROOF PLAN SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY FRAMING DETAILS PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BYA, FILING THESE 5MI - - - -�� � FRAMING DETAILS DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME. REUSE, � REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. S3.2 - FRAMING DETAILS TITLE TO THESE PLANS REMAINS WITH THE BRAD YOUNG & ASSOCIATES, INC. AND VISUAL S3.3 -- FRAMING DETAILS CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF FIXTURE PLAN THESE RESTRICTIONS. 3. ALL WORK SHAILL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE, OR SA1.1- - - FIXTURE PLAN 0 FEDERAL AGENCIES HAVING JURISDICTION. BRAD YOUNG & ASSOCIATES, INC. ASSUMES NO SA2.1 FIXTURE DETAILS RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF THE SA2.2 FIXTURE DETAILS WORK SHOWN ON THESE DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE /'� �1 y RESPONSIBILITY OF THE CONTRACTOR. ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO STRUCTURAL DRAWINGS INDEX ❑ THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF BRAD YOUNG &ASSOCIATES, INC. DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN WRITING PRIOR TO - - - - - _ _ _ T IS THE CONTRACTOR'S NTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THE PROGRESS OF THE PROJECT TO FACILITATE OUR ON -SITE VISITS TO ANSWER A.B. ANCHOR BOLT ELEV. ELEVATION NO. or # NUMBER QUESTIONS AND VIEW THE PROGRESS AND QUALITY OF WORK IF REQUIRED. A.B. ADJUSTABLE FOR ENGINEER OF RECORD O.C. ON CENTER 0 4. THE CONTRACTOR SHALL NOTIFY OUR OFFICE 48 HOURS PRIOR TO THE FOLLOWING ABV. ABOVE ENGR. ENGINEER DENG. OPENING PHASES OF CONSTRUCTION * ONLY IF THESE PLANS OR ANY OTHER AUTHORITY A.C.I. AMERICAN EQ. EQUAL OPP. OPPOSITE SPECIFICALLY REQUIRES THE ENGINEER OF RECORD TO MAKE A JOB INSPECTION. CONCRETE EQUIP. EQUIPMENT O.D. OUTSIDE DIA. a) FOUNDATION POURS * INSTITUTE ES EDGE SCREW OR PL PLATE ■ b) AFTER THE ERECTION OF THE SUPERSTRUCTURE AND PRIOR A.I.S.C. AMERICAN EACH SIDE PENNY(d) NAILS TO CL051NG -IN OF ANY PHASE, * INSTITUTE OF EXIST (E) EXISTING PLYWD. PLYWOOD STEEL CONSTR. EXP. EXPANSION P.S.F. POUNDS PER 5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF A.S.T.M. AMERICAN SOCIETY FIN. FINISH SQUARE FOG ALL DIMENSIONS. GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT FOR TESTING F.N. FIELD NAILING P.S.I. POUNDS PER E THE JOB SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY & MATERIALS FM FACE MOUNT SQUARE NICE DISCREPANCIES TO THE ENGINEER FOR CLARIFICATION AND CORRECTION PRIOR TO APA AMERICAN PLYWOOD FLR. FLOOR PRESS. PRESSURE BEGINNING ANY WORK. ASSOCIATION FIE FLOOR TO FLOOR R. RADIUS 6. ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL ARCH. ARCHITECT(URAL) FTG. FOOTING REINF. REINFORCING LOCATION. BRAD YOUNG & ASSOCIATES, INC. HAS NOT PERFORMED CONSTRUCTION FUN, FOUNDATION READ. REQUIRED AWS AMERICAN WELDING ENGINEERING (SHORING CALCULATIONS) OR ENGINEERING NECESSARY TO PLACE ANY FRMG. FRAMING RM. ROOM E STRUCTURAL MEMBERS IN THEIR FINAL LOCATION (ERECTION CALCULATIONS). BD. BOARD GA. GAUGE SCHED. SCHEDULE BF. BRACED FRAME GALV. GALVANIZED SHTG. SHEATHING 7. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN GF GOOD FOR SET. SHEET OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME BLK. BLOCK G.L.B. GLUE LAM BEAM SIM. SIMILAR NATURE AS SHOWN FOR SIMILAR CONDITIONS. TYPICAL DETAILS ARE AT NO SCALE, BLKG. BLOCKING GIRD. GRADE SLV SHORT LEG BOT. BOTTOM H.D. HOEDOWN VERTICAL 0 8. DO NOT SCALE STRUCTURAL DRAWINGS, IF DIMENSIONS OR DETAIL ARE NOT CLEAR, OR BLDG. BUILDING F.D. HANGER SPEC. SPECIFICATION DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THE ENGINEER. BM. BEAM STGR. STAGGER FOR. HEADER B.N. BOUNDARY NAILING STD. STANDARD 9. SEE MECHANICAL, ELECTRICAL, AND /OR ARCHITECTURAL DRAWINGS FOR LOCATION AND C CHANNEL HT. HEIGHT STL. STEEL SIZE OF PIPES, CONDUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND CLG. CEILING HORIZ. HORIZONTAL STIFF. STIFFENER 0 OTHER SIMILAR OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS. CUR. CLEAR HSB. HIGH STRENGTH STRUCT. STRUCTURAL 10.SEE MECHANICAL, ELECTRICAL AND /OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF COL. COLUMN BOLT SQ. SQUARE BOLTS, ANCHOR'S AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON C.M.U. CONCRETE MASONRY H.S. HIGH SIDE SYM. SYMMETRICAL STRUCTURAL DI$AWINGS, C.J. CONSTRUCTION D. INSIDE DIAMETER THIN. THICK LANCE 11.SEE PLUMBING & ARCHITECTURAL PLANS FOR REQUIRED SLAB WORK FOR FLOOR DRAINS JOINT TNT. INTERIOR TS TUBE STEEL 0 12.THE DESIGN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH ALL ACCEPTED LOCAL CONC. CONCRETE JST. JOIST U.B.C. UNIFORM GOVERNING CODES OF THE PARTICULAR AREA UNDER CONSTRUCTION. CONN. CONNECTION K or KIPS 1000 Ibs BUILDING CODE CONSTR. CONSTRUCTION LAM. LAMINATED U.N.O. UNLESS NOTED N/A 13.THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S CONT. CONTINUOUS LB or LBS. POUNDS OTHERWISE 0 PERFORMANCE, IF REQUIRED, IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY DA DOUBLE ANGLE L.S. LOW SIDE VERT. VERTICAL OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE, DEMO. DEMOLISH LT, WT. LIGHT WEIGHT W. WIDTH 14.ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER FIELD REPRESENTATIVES DURING DET. DETAIL LLV LONG LEG VERTICAL WT. WEIGHT CONSTRUCTION 'SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION DIAG. DIAGONAL M.B. MACHINE BOLT W.W.F. WELDED WIRE SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED DIA. (0) DIAMETER MAS. MASONRY FABRIC BY THE ENGINESER WHETHER PERFORMED PRIOR T0, DURING, OR AFTER COMPLETION OF DIM. DIMENSION MAX, MAXIMUM W.W.M. WELDED WIRE DBL. DOUBLE ME. MOMENT FRAME MESH CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY DWG. DRAWING MIL. METAL W.F. WIDE FLANGE CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICA- EA. EACH MIN. MINIMUM W/ WITH TIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT E, N, EDGE NAILING N.T.S. NOT TO SCALE WS WOOD SCREW BE CONSTRUED AS SUPERVISION OF CONSTRUCTION III 5. ALL WORK SHAI1 CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY REQUIRE- MENTS OF O.S.H.A. AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. 6. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS THE IN RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS, -STEEL Ilr I'',- T= L -1_II - NATIVE SOIL 0 EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER ESTABLISHED CONSTRUCTION PRACTICES. 7.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE - MASONRY �c✓� - ENGINEERED FILL IN COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL MATERIAL AND LABOR SHOWN OR INFERRED ON THESE PLANS. 8. - ALL D WORK PERFORM AG MATERIAL AN ED SHALL CONFORM WITH THE REQUIREMENTS OF GREGATE 0 -GROUT 0 THE INTERNATIONAL BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING ORDINANCES. ALL REFERENCE TO THE INTERNATIONAL BUILDING CODE SHALL BE THE LATEST ADOPTED EDITION. -WOOD BLOCK - - CONCRETE E 9. THE CONTRACT (DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE 0 - CONTINUOUS WOOD MEMBER AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED � TO BRACING ANO SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE DETAIL MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED DETAIL BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY ■ OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, SHEET DRAWN ON :0) - WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, DO NOT X _DETAIL CDT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS X REFERENCE SUPERVISION OF CONSTRUCTION. 20.WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDRION, IT SHALL APPLY SECTION CUT 0 FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. X _ _ _ _ _ _I 21. THE CONTRACTORS REFERENCE IT SHALL BE THE RESPON I S ERRS FOR THE SUPERVISION OF 0 THE WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS. XX _FOOTING SO COLUMN 22.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE RESPONSIBILITY OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS XX SCHEDULE ITEM III SHALL BE DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC ZA SHEARWALL E 23. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY SCHEDULE ITEM DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 24.CONCR = ON -GRADE HAS NO ETE SLAB T BEEN DESIGNED FOR CONSTRUCTION LOADS OR +HEIGHT ELEVATION SPECIFIC OCCUPANT SERVICE LOADS BY THIS ENGINEER. 7.0� (SECTIONS & PLANS) ■ 25.VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THIS ENGINEER. 26.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES 27.CONSTRUCTION AND MATERIAL SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE INDICATES NEW BUILDING E WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES � GRID LINE. HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. X INDICATES EXISTING BUILDING E 28.ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE GRID LINE. THE CONTRACTOR AND / OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING I� THE REQUIRED MATERIALS OR LABOR SPECIFIED. III!'- INDICATES A MOMENT 29.CONSTRUCT TH05E FEATURES OF THE PROJECT, WHICH MAY NOT BE FULLY SHOWN, IN Q CONNECTION ■ A MANNER SIMILAR TO THAT USED FOR SIMILAR FEATURES. ^ SYMBOLS 30.SEE ALSO SPECIFICATIONS. WHERE AVAILABLE. _j 31.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR V - - 0 THE PROPER EXECUTION OF SAME, 32.CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH . WORK. COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS, ELEVATIONS, SEC- TIONS, DETAILS ETC. 33.THE STRUCTURAL SYSTEMS HAVE BEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE LOADS AS PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD E ENGINEERING PRACTICES, WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED LOADS FROM STORAGE AND HANDLING OF CONSTRUCTION MATERIALS OR FROM OPERATION OF CONSTRUCTION EQUIPMENT, THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, BRACING, AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION, STABILITY, AND SAFETY 0 OF NEW WORK AND PROVIDE PROTECTION AS REQUIRED FOR THE SAFETY OF PEDESTRIANS AND JOB SITE PERSONNEL. AT ALL TIMES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY PROPERTY. A OF PERSONS ANT) AND EXISTING CONSTRUCTION AND MATERIALS FROM ADVERSE CONDITIONS AND THE CONTRACTOR SHALL PROJECT NEW DAMAGE. 34.IT IS THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT, MECHANICAL ENGINEER, AND ■ OTHERS DESIGNERS OF THE BUILDINGS HEATING. COOLING, & VENTALATION SYSTEM TO ENSURE THAT THE STRUCTURE DETAILS IN THESE PLANS WILL NOT BE EXPOSED TO HARMFUL (TO THE STRUCTURE AND / OR ITS OCCUPANTS) ACCUMULATION OF MOISTURE & OTHER HARMFUL SUBSTANCES THAT COULD LEAD TO HARMFUL / DESTRUCTIVE MOLD, N/A MILDEW, CORROSION. ETC. BUILD UP ON STRUCTURAL MEMBERS. 0 35.IN THESE PLANS THERE IS NO DISTINCTION BETWEEN POSTS & COLUMNS BASED ON OSHA DEFINITIONS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE CLASSIFICATION OF EACH "VERTICAL" MEMBER AND FOLLOWING THE REQUIRED OSHA ERECTION GUIDELINES. SEE NOTE 13 ON ADDITIONAL SAFETY NOTES FOR MORE INFO. 36.DRAWINGS OF SPECIFIC DETAILS ON THE DRAWINGS INDICATE THE INTENT OF THE STRUCTURAL DESIGN AND IN MOST CASES, ARE TYPICAL CONDITIONS OR VERY SIMILAR TO OTHER DETAILS, TYPICAL CONDITIONS NOT NECESSARILY NOTED AS ❑ TYPICAL SHALL BE CONSIDERED AS TYPICAL FOR OTHER CONDITIONS. 37-DUTY OF COOPERATION: ISSUANCE OF THESE STRUCTURAL DOCUMENTS (DRAWING AND SPECIFICATIONS) CONTEMPLATES FURTHER COOPERATION AMONG ALL PARTIES INVOLVED. DESIGN AND CONSTRUCTION ARE COMPLEX, AND ALTHOUGH THE DESIGN SERVICES HAVE BEEN PERFORMED WITH DUE CARE AND DILIGENCE, PERFECTION ❑ CANNOT BE GUARANTEED, COMMUNICATION IS NECESSARY AND ANY STRUCTURAL DISCREPANCY SHHALL BE REPORTED IMMEDIATELY TO THE ENGINEER WHOSE ❑ INTERPRETATION SHALL BE FINAL DISCREPANCIES NOT BROUGHT TO THE ENGINEER'S ATTENTION DURING THE BIDDING OF THE PROJECT WILL BE DEEMED S. TO HAVE BEEN BID IN THE MORE COSTLY MANNER. T 4 GENERAL NOTES d Z H 9 w II aw 0z M O) O�/� U o, CO N �/� 7 ,.y N V/ w O N Q w P. M DO N a g ><w Z ¢-0 n I. z ` F OON r U �arn ] T c I, x 3zz FI 0 m U w ex. c 0 .Q N a a m `U n 0 Y_ y M ` E I m 1 71 °0 a TS C . Y v v 0 N A _ 0 t a a a -0 0 ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 2p?2q 00 R CV lu`V I,- J Q N ­J O W p 4 w � n V � � I� Q V W CJ L � n j � G i QQ Q Q Q O CY L U' Z OQ Z w Q N 13 M 4 c o m CL $ sheet S1.1 of I 5 SPECIAL INSPECTION NOTES N/A 1. DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE STANDARD NOTES AND DETAILS ❑ CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE S1.1 - -- STANDARD NOTES AND DETAILS PROJECT SHALIL BE PROMPTLY REPORTED TO THE ENGINEER BEFORE CONSTRUCTION OR S1.2 -- STANDARD NOTES AND DETAILS FABRICATION BEGINS. DO NOT SCALE DRAWINGS. S1.3 STANDARD NOTES AND DETAILS 2.ALL IDEAS, DE51GNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE (OWNED BY AND THE PROPERTY OF BRAD YOUNG & ASSOCIATES, INC. (BYA), PLANS AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH S2.1 - FOUNDATION PLAN ■ THE SPECIFIED PROJECT ONLY. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS S2.2- � ROOF PLAN SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY FRAMING DETAILS PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BYA, FILING THESE 5MI - - - -�� � FRAMING DETAILS DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME. REUSE, � REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. S3.2 - FRAMING DETAILS TITLE TO THESE PLANS REMAINS WITH THE BRAD YOUNG & ASSOCIATES, INC. AND VISUAL S3.3 -- FRAMING DETAILS CONTACT WITH THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF FIXTURE PLAN THESE RESTRICTIONS. 3. ALL WORK SHAILL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE, OR SA1.1- - - FIXTURE PLAN 0 FEDERAL AGENCIES HAVING JURISDICTION. BRAD YOUNG & ASSOCIATES, INC. ASSUMES NO SA2.1 FIXTURE DETAILS RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF THE SA2.2 FIXTURE DETAILS WORK SHOWN ON THESE DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE /'� �1 y RESPONSIBILITY OF THE CONTRACTOR. ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO STRUCTURAL DRAWINGS INDEX ❑ THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF BRAD YOUNG &ASSOCIATES, INC. DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN WRITING PRIOR TO - - - - - _ _ _ T IS THE CONTRACTOR'S NTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THE PROGRESS OF THE PROJECT TO FACILITATE OUR ON -SITE VISITS TO ANSWER A.B. ANCHOR BOLT ELEV. ELEVATION NO. or # NUMBER QUESTIONS AND VIEW THE PROGRESS AND QUALITY OF WORK IF REQUIRED. A.B. ADJUSTABLE FOR ENGINEER OF RECORD O.C. ON CENTER 0 4. THE CONTRACTOR SHALL NOTIFY OUR OFFICE 48 HOURS PRIOR TO THE FOLLOWING ABV. ABOVE ENGR. ENGINEER DENG. OPENING PHASES OF CONSTRUCTION * ONLY IF THESE PLANS OR ANY OTHER AUTHORITY A.C.I. AMERICAN EQ. EQUAL OPP. OPPOSITE SPECIFICALLY REQUIRES THE ENGINEER OF RECORD TO MAKE A JOB INSPECTION. CONCRETE EQUIP. EQUIPMENT O.D. OUTSIDE DIA. a) FOUNDATION POURS * INSTITUTE ES EDGE SCREW OR PL PLATE ■ b) AFTER THE ERECTION OF THE SUPERSTRUCTURE AND PRIOR A.I.S.C. AMERICAN EACH SIDE PENNY(d) NAILS TO CL051NG -IN OF ANY PHASE, * INSTITUTE OF EXIST (E) EXISTING PLYWD. PLYWOOD STEEL CONSTR. EXP. EXPANSION P.S.F. POUNDS PER 5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF A.S.T.M. AMERICAN SOCIETY FIN. FINISH SQUARE FOG ALL DIMENSIONS. GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT FOR TESTING F.N. FIELD NAILING P.S.I. POUNDS PER E THE JOB SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY & MATERIALS FM FACE MOUNT SQUARE NICE DISCREPANCIES TO THE ENGINEER FOR CLARIFICATION AND CORRECTION PRIOR TO APA AMERICAN PLYWOOD FLR. FLOOR PRESS. PRESSURE BEGINNING ANY WORK. ASSOCIATION FIE FLOOR TO FLOOR R. RADIUS 6. ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL ARCH. ARCHITECT(URAL) FTG. FOOTING REINF. REINFORCING LOCATION. BRAD YOUNG & ASSOCIATES, INC. HAS NOT PERFORMED CONSTRUCTION FUN, FOUNDATION READ. REQUIRED AWS AMERICAN WELDING ENGINEERING (SHORING CALCULATIONS) OR ENGINEERING NECESSARY TO PLACE ANY FRMG. FRAMING RM. ROOM E STRUCTURAL MEMBERS IN THEIR FINAL LOCATION (ERECTION CALCULATIONS). BD. BOARD GA. GAUGE SCHED. SCHEDULE BF. BRACED FRAME GALV. GALVANIZED SHTG. SHEATHING 7. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN GF GOOD FOR SET. SHEET OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME BLK. BLOCK G.L.B. GLUE LAM BEAM SIM. SIMILAR NATURE AS SHOWN FOR SIMILAR CONDITIONS. TYPICAL DETAILS ARE AT NO SCALE, BLKG. BLOCKING GIRD. GRADE SLV SHORT LEG BOT. BOTTOM H.D. HOEDOWN VERTICAL 0 8. DO NOT SCALE STRUCTURAL DRAWINGS, IF DIMENSIONS OR DETAIL ARE NOT CLEAR, OR BLDG. BUILDING F.D. HANGER SPEC. SPECIFICATION DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THE ENGINEER. BM. BEAM STGR. STAGGER FOR. HEADER B.N. BOUNDARY NAILING STD. STANDARD 9. SEE MECHANICAL, ELECTRICAL, AND /OR ARCHITECTURAL DRAWINGS FOR LOCATION AND C CHANNEL HT. HEIGHT STL. STEEL SIZE OF PIPES, CONDUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND CLG. CEILING HORIZ. HORIZONTAL STIFF. STIFFENER 0 OTHER SIMILAR OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS. CUR. CLEAR HSB. HIGH STRENGTH STRUCT. STRUCTURAL 10.SEE MECHANICAL, ELECTRICAL AND /OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF COL. COLUMN BOLT SQ. SQUARE BOLTS, ANCHOR'S AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON C.M.U. CONCRETE MASONRY H.S. HIGH SIDE SYM. SYMMETRICAL STRUCTURAL DI$AWINGS, C.J. CONSTRUCTION D. INSIDE DIAMETER THIN. THICK LANCE 11.SEE PLUMBING & ARCHITECTURAL PLANS FOR REQUIRED SLAB WORK FOR FLOOR DRAINS JOINT TNT. INTERIOR TS TUBE STEEL 0 12.THE DESIGN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH ALL ACCEPTED LOCAL CONC. CONCRETE JST. JOIST U.B.C. UNIFORM GOVERNING CODES OF THE PARTICULAR AREA UNDER CONSTRUCTION. CONN. CONNECTION K or KIPS 1000 Ibs BUILDING CODE CONSTR. CONSTRUCTION LAM. LAMINATED U.N.O. UNLESS NOTED N/A 13.THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S CONT. CONTINUOUS LB or LBS. POUNDS OTHERWISE 0 PERFORMANCE, IF REQUIRED, IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY DA DOUBLE ANGLE L.S. LOW SIDE VERT. VERTICAL OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE, DEMO. DEMOLISH LT, WT. LIGHT WEIGHT W. WIDTH 14.ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER FIELD REPRESENTATIVES DURING DET. DETAIL LLV LONG LEG VERTICAL WT. WEIGHT CONSTRUCTION 'SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION DIAG. DIAGONAL M.B. MACHINE BOLT W.W.F. WELDED WIRE SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED DIA. (0) DIAMETER MAS. MASONRY FABRIC BY THE ENGINESER WHETHER PERFORMED PRIOR T0, DURING, OR AFTER COMPLETION OF DIM. DIMENSION MAX, MAXIMUM W.W.M. WELDED WIRE DBL. DOUBLE ME. MOMENT FRAME MESH CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY DWG. DRAWING MIL. METAL W.F. WIDE FLANGE CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICA- EA. EACH MIN. MINIMUM W/ WITH TIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT E, N, EDGE NAILING N.T.S. NOT TO SCALE WS WOOD SCREW BE CONSTRUED AS SUPERVISION OF CONSTRUCTION III 5. ALL WORK SHAI1 CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY REQUIRE- MENTS OF O.S.H.A. AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. 6. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS THE IN RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS, -STEEL Ilr I'',- T= L -1_II - NATIVE SOIL 0 EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER ESTABLISHED CONSTRUCTION PRACTICES. 7.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE - MASONRY �c✓� - ENGINEERED FILL IN COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL MATERIAL AND LABOR SHOWN OR INFERRED ON THESE PLANS. 8. - ALL D WORK PERFORM AG MATERIAL AN ED SHALL CONFORM WITH THE REQUIREMENTS OF GREGATE 0 -GROUT 0 THE INTERNATIONAL BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING ORDINANCES. ALL REFERENCE TO THE INTERNATIONAL BUILDING CODE SHALL BE THE LATEST ADOPTED EDITION. -WOOD BLOCK - - CONCRETE E 9. THE CONTRACT (DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE 0 - CONTINUOUS WOOD MEMBER AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED � TO BRACING ANO SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE DETAIL MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED DETAIL BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY ■ OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, SHEET DRAWN ON :0) - WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, DO NOT X _DETAIL CDT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS X REFERENCE SUPERVISION OF CONSTRUCTION. 20.WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDRION, IT SHALL APPLY SECTION CUT 0 FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. X _ _ _ _ _ _I 21. THE CONTRACTORS REFERENCE IT SHALL BE THE RESPON I S ERRS FOR THE SUPERVISION OF 0 THE WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS. XX _FOOTING SO COLUMN 22.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE RESPONSIBILITY OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS XX SCHEDULE ITEM III SHALL BE DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC ZA SHEARWALL E 23. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY SCHEDULE ITEM DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 24.CONCR = ON -GRADE HAS NO ETE SLAB T BEEN DESIGNED FOR CONSTRUCTION LOADS OR +HEIGHT ELEVATION SPECIFIC OCCUPANT SERVICE LOADS BY THIS ENGINEER. 7.0� (SECTIONS & PLANS) ■ 25.VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THIS ENGINEER. 26.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES 27.CONSTRUCTION AND MATERIAL SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE INDICATES NEW BUILDING E WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES � GRID LINE. HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. X INDICATES EXISTING BUILDING E 28.ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE GRID LINE. THE CONTRACTOR AND / OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING I� THE REQUIRED MATERIALS OR LABOR SPECIFIED. III!'- INDICATES A MOMENT 29.CONSTRUCT TH05E FEATURES OF THE PROJECT, WHICH MAY NOT BE FULLY SHOWN, IN Q CONNECTION ■ A MANNER SIMILAR TO THAT USED FOR SIMILAR FEATURES. ^ SYMBOLS 30.SEE ALSO SPECIFICATIONS. WHERE AVAILABLE. _j 31.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR V - - 0 THE PROPER EXECUTION OF SAME, 32.CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH . WORK. COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS, ELEVATIONS, SEC- TIONS, DETAILS ETC. 33.THE STRUCTURAL SYSTEMS HAVE BEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE LOADS AS PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD E ENGINEERING PRACTICES, WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED LOADS FROM STORAGE AND HANDLING OF CONSTRUCTION MATERIALS OR FROM OPERATION OF CONSTRUCTION EQUIPMENT, THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, BRACING, AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION, STABILITY, AND SAFETY 0 OF NEW WORK AND PROVIDE PROTECTION AS REQUIRED FOR THE SAFETY OF PEDESTRIANS AND JOB SITE PERSONNEL. AT ALL TIMES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY PROPERTY. A OF PERSONS ANT) AND EXISTING CONSTRUCTION AND MATERIALS FROM ADVERSE CONDITIONS AND THE CONTRACTOR SHALL PROJECT NEW DAMAGE. 34.IT IS THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT, MECHANICAL ENGINEER, AND ■ OTHERS DESIGNERS OF THE BUILDINGS HEATING. COOLING, & VENTALATION SYSTEM TO ENSURE THAT THE STRUCTURE DETAILS IN THESE PLANS WILL NOT BE EXPOSED TO HARMFUL (TO THE STRUCTURE AND / OR ITS OCCUPANTS) ACCUMULATION OF MOISTURE & OTHER HARMFUL SUBSTANCES THAT COULD LEAD TO HARMFUL / DESTRUCTIVE MOLD, N/A MILDEW, CORROSION. ETC. BUILD UP ON STRUCTURAL MEMBERS. 0 35.IN THESE PLANS THERE IS NO DISTINCTION BETWEEN POSTS & COLUMNS BASED ON OSHA DEFINITIONS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE CLASSIFICATION OF EACH "VERTICAL" MEMBER AND FOLLOWING THE REQUIRED OSHA ERECTION GUIDELINES. SEE NOTE 13 ON ADDITIONAL SAFETY NOTES FOR MORE INFO. 36.DRAWINGS OF SPECIFIC DETAILS ON THE DRAWINGS INDICATE THE INTENT OF THE STRUCTURAL DESIGN AND IN MOST CASES, ARE TYPICAL CONDITIONS OR VERY SIMILAR TO OTHER DETAILS, TYPICAL CONDITIONS NOT NECESSARILY NOTED AS ❑ TYPICAL SHALL BE CONSIDERED AS TYPICAL FOR OTHER CONDITIONS. 37-DUTY OF COOPERATION: ISSUANCE OF THESE STRUCTURAL DOCUMENTS (DRAWING AND SPECIFICATIONS) CONTEMPLATES FURTHER COOPERATION AMONG ALL PARTIES INVOLVED. DESIGN AND CONSTRUCTION ARE COMPLEX, AND ALTHOUGH THE DESIGN SERVICES HAVE BEEN PERFORMED WITH DUE CARE AND DILIGENCE, PERFECTION ❑ CANNOT BE GUARANTEED, COMMUNICATION IS NECESSARY AND ANY STRUCTURAL DISCREPANCY SHHALL BE REPORTED IMMEDIATELY TO THE ENGINEER WHOSE ❑ INTERPRETATION SHALL BE FINAL DISCREPANCIES NOT BROUGHT TO THE ENGINEER'S ATTENTION DURING THE BIDDING OF THE PROJECT WILL BE DEEMED S. TO HAVE BEEN BID IN THE MORE COSTLY MANNER. T 4 GENERAL NOTES d Z H 9 w II aw 0z M O) O�/� U o, CO N �/� 7 ,.y N V/ w O N Q w P. M DO N a g ><w Z ¢-0 n I. z ` F OON r U �arn ] T c I, x 3zz FI 0 m U w ex. c 0 .Q N a a m `U n 0 Y_ y M ` E I m 1 71 °0 a TS C . Y v v 0 N A _ 0 t a a a -0 0 ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 2p?2q 00 R CV lu`V I,- J Q N ­J O W p 4 w � n V � � I� Q V W CJ L � n j � G i QQ Q Q Q O CY L U' Z OQ Z w Q N 13 M 4 c o m CL $ sheet S1.1 of I III 5. ALL WORK SHAI1 CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY REQUIRE- MENTS OF O.S.H.A. AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. 6. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. HOWEVER, IT IS THE IN RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS, -STEEL Ilr I'',- T= L -1_II - NATIVE SOIL 0 EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER ESTABLISHED CONSTRUCTION PRACTICES. 7.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE - MASONRY �c✓� - ENGINEERED FILL IN COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL MATERIAL AND LABOR SHOWN OR INFERRED ON THESE PLANS. 8. - ALL D WORK PERFORM AG MATERIAL AN ED SHALL CONFORM WITH THE REQUIREMENTS OF GREGATE 0 -GROUT 0 THE INTERNATIONAL BUILDING CODE OR OTHER GOVERNING CODES AND BUILDING ORDINANCES. ALL REFERENCE TO THE INTERNATIONAL BUILDING CODE SHALL BE THE LATEST ADOPTED EDITION. -WOOD BLOCK - - CONCRETE E 9. THE CONTRACT (DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE 0 - CONTINUOUS WOOD MEMBER AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED � TO BRACING ANO SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE DETAIL MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED DETAIL BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY ■ OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, SHEET DRAWN ON :0) - WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, DO NOT X _DETAIL CDT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS X REFERENCE SUPERVISION OF CONSTRUCTION. 20.WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDRION, IT SHALL APPLY SECTION CUT 0 FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. X _ _ _ _ _ _I 21. THE CONTRACTORS REFERENCE IT SHALL BE THE RESPON I S ERRS FOR THE SUPERVISION OF 0 THE WORK OR POSSIBLE OMISSIONS SHOWN OR INFERRED ON THESE PLANS. XX _FOOTING SO COLUMN 22.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURAL ARE THE RESPONSIBILITY OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS XX SCHEDULE ITEM III SHALL BE DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC ZA SHEARWALL E 23. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY SCHEDULE ITEM DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 24.CONCR = ON -GRADE HAS NO ETE SLAB T BEEN DESIGNED FOR CONSTRUCTION LOADS OR +HEIGHT ELEVATION SPECIFIC OCCUPANT SERVICE LOADS BY THIS ENGINEER. 7.0� (SECTIONS & PLANS) ■ 25.VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THIS ENGINEER. 26.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES 27.CONSTRUCTION AND MATERIAL SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE INDICATES NEW BUILDING E WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES � GRID LINE. HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. X INDICATES EXISTING BUILDING E 28.ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE GRID LINE. THE CONTRACTOR AND / OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING I� THE REQUIRED MATERIALS OR LABOR SPECIFIED. III!'- INDICATES A MOMENT 29.CONSTRUCT TH05E FEATURES OF THE PROJECT, WHICH MAY NOT BE FULLY SHOWN, IN Q CONNECTION ■ A MANNER SIMILAR TO THAT USED FOR SIMILAR FEATURES. ^ SYMBOLS 30.SEE ALSO SPECIFICATIONS. WHERE AVAILABLE. _j 31.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR V - - 0 THE PROPER EXECUTION OF SAME, 32.CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH . WORK. COORDINATE STRUCTURAL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS, ELEVATIONS, SEC- TIONS, DETAILS ETC. 33.THE STRUCTURAL SYSTEMS HAVE BEEN DESIGNED TO CARRY THE SUPERIMPOSED LIVE LOADS AS PRESCRIBED BY THE BUILDING CODE AND IN ACCORDANCE WITH STANDARD E ENGINEERING PRACTICES, WITH NO SPECIAL PROVISIONS FOR CARRYING CONCENTRATED LOADS FROM STORAGE AND HANDLING OF CONSTRUCTION MATERIALS OR FROM OPERATION OF CONSTRUCTION EQUIPMENT, THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, BRACING, AND SHORING SYSTEMS AS REQUIRED FOR INSTALLATION, STABILITY, AND SAFETY 0 OF NEW WORK AND PROVIDE PROTECTION AS REQUIRED FOR THE SAFETY OF PEDESTRIANS AND JOB SITE PERSONNEL. AT ALL TIMES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY PROPERTY. A OF PERSONS ANT) AND EXISTING CONSTRUCTION AND MATERIALS FROM ADVERSE CONDITIONS AND THE CONTRACTOR SHALL PROJECT NEW DAMAGE. 34.IT IS THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT, MECHANICAL ENGINEER, AND ■ OTHERS DESIGNERS OF THE BUILDINGS HEATING. COOLING, & VENTALATION SYSTEM TO ENSURE THAT THE STRUCTURE DETAILS IN THESE PLANS WILL NOT BE EXPOSED TO HARMFUL (TO THE STRUCTURE AND / OR ITS OCCUPANTS) ACCUMULATION OF MOISTURE & OTHER HARMFUL SUBSTANCES THAT COULD LEAD TO HARMFUL / DESTRUCTIVE MOLD, N/A MILDEW, CORROSION. ETC. BUILD UP ON STRUCTURAL MEMBERS. 0 35.IN THESE PLANS THERE IS NO DISTINCTION BETWEEN POSTS & COLUMNS BASED ON OSHA DEFINITIONS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE CLASSIFICATION OF EACH "VERTICAL" MEMBER AND FOLLOWING THE REQUIRED OSHA ERECTION GUIDELINES. SEE NOTE 13 ON ADDITIONAL SAFETY NOTES FOR MORE INFO. 36.DRAWINGS OF SPECIFIC DETAILS ON THE DRAWINGS INDICATE THE INTENT OF THE STRUCTURAL DESIGN AND IN MOST CASES, ARE TYPICAL CONDITIONS OR VERY SIMILAR TO OTHER DETAILS, TYPICAL CONDITIONS NOT NECESSARILY NOTED AS ❑ TYPICAL SHALL BE CONSIDERED AS TYPICAL FOR OTHER CONDITIONS. 37-DUTY OF COOPERATION: ISSUANCE OF THESE STRUCTURAL DOCUMENTS (DRAWING AND SPECIFICATIONS) CONTEMPLATES FURTHER COOPERATION AMONG ALL PARTIES INVOLVED. DESIGN AND CONSTRUCTION ARE COMPLEX, AND ALTHOUGH THE DESIGN SERVICES HAVE BEEN PERFORMED WITH DUE CARE AND DILIGENCE, PERFECTION ❑ CANNOT BE GUARANTEED, COMMUNICATION IS NECESSARY AND ANY STRUCTURAL DISCREPANCY SHHALL BE REPORTED IMMEDIATELY TO THE ENGINEER WHOSE ❑ INTERPRETATION SHALL BE FINAL DISCREPANCIES NOT BROUGHT TO THE ENGINEER'S ATTENTION DURING THE BIDDING OF THE PROJECT WILL BE DEEMED S. TO HAVE BEEN BID IN THE MORE COSTLY MANNER. T 4 GENERAL NOTES d Z H 9 w II aw 0z M O) O�/� U o, CO N �/� 7 ,.y N V/ w O N Q w P. M DO N a g ><w Z ¢-0 n I. z ` F OON r U �arn ] T c I, x 3zz FI 0 m U w ex. c 0 .Q N a a m `U n 0 Y_ y M ` E I m 1 71 °0 a TS C . Y v v 0 N A _ 0 t a a a -0 0 ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 2p?2q 00 R CV lu`V I,- J Q N ­J O W p 4 w � n V � � I� Q V W CJ L � n j � G i QQ Q Q Q O CY L U' Z OQ Z w Q N 13 M 4 c o m CL $ sheet S1.1 of I d Z H 9 w II aw 0z M O) O�/� U o, CO N �/� 7 ,.y N V/ w O N Q w P. M DO N a g ><w Z ¢-0 n I. z ` F OON r U �arn ] T c I, x 3zz FI 0 m U w ex. c 0 .Q N a a m `U n 0 Y_ y M ` E I m 1 71 °0 a TS C . Y v v 0 N A _ 0 t a a a -0 0 ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 2p?2q 00 R CV lu`V I,- J Q N ­J O W p 4 w � n V � � I� Q V W CJ L � n j � G i QQ Q Q Q O CY L U' Z OQ Z w Q N 13 M 4 c o m CL $ sheet S1.1 of I ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 2p?2q 00 R CV lu`V I,- J Q N ­J O W p 4 w � n V � � I� Q V W CJ L � n j � G i QQ Q Q Q O CY L U' Z OQ Z w Q N 13 M 4 c o m CL $ sheet S1.1 of I 1. ALL CONCRETE MATERIAL AND WORKMANSHIP SHALL CONFORM AT ACI 318 -08 AND TO ALL REQUIREMENTS OF ACI 301 -08, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, EXCEPT AS MODIFIED BY THE SUPPLEMENT REQUIREMENTS BELOW. 2. SEE CONCRETE NOTES ON SHEET S1.2 FOR ADDITIONAL INFORMATION. 3. IF MOISTURE BARRIER IS REQUIRED BY SOILS ENGINEER OR ARCHITECT, PROVIDE 2" MINIMUM COMPACTABLE GRANULAR FILL OVER BARRIER UNLESS OTHERWISE i- NOTED IN SOIL REPORT. 0 4. MIX DESIGN REQUIREMENTS: a) THE CONCRETE SUPPUER MUST BEAR THE TOTAL RESPONSIBILITY THAT =' THE MIX DESIGNS WILL ATTAIN THE REQUIRED STRENGTH AND ACCEPTABLE SHRINKAGE CHARACTERISTICS. ACCEPTANCE OF MIX DESIGN BY THE ENGINEER WILL BE BASED ONLY ON CONFORMANCE OF SPECIFIED DESIGN STRENGTH, DESIGN SLUMP, AND AGGREGATE SIZE. b) SEE TABLE UNDER CONCRETE NOTES ON THIS SHEET FOR CONCRETE s STRENGTH REQUIREMENTS. 5. HOT WEATHER CONCRETING: COMPLY WITH THE RECOMMENDATIONS OF SECTION 7.6 ACI 301 REGARDING PLACING OF CONCRETE DURING HOT WEATHER. a) WHEN AIR TEMPERATURE IS ABOVE 80' F, THE GUIDELINES FOR PROTECTING ` THE CONCRETE FROM PLASTIC SHRINKAGE CRACKING AND CRAZE CRACKING, 0 - BY PROVIDING A TEMPERATURE CONTROLLED MIX AND PROTECTING THE CONCRETE SURFACE FROM RAPID WATER EVAPORATION AS DESCRIBED IN ACI 305R, SHALL APPLY. b) WHEN THE RATE OF EVAPORATION EXCEEDS 0.2 POUNDS PER SQUARE INCH PER HOUR, THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS AGAINST PLASTIC SHRINKAGE CRACKING AS DESCRIBED IN ACI 305R. EXISTING SLA8 OR FOOTINC (IF �. APPLICABLE) REIN ORCING IS ONLY REQUIRED TERMINATE REINFORCING IF TI (ERE IS REINFORCING WITH IN 12" IN T E SLAB OF CONTROL JOINT SAW -CUT CONTR L JOINT. FILL JOINT W/ AN ALL WEATHER ELASTOMERIC FI ER. CONTROL 4 JOINT SLAB CONTROL JOINT- OPTION 2 (2 "" TOTAL) SEE NOTE 10 OWNER MY CHOOSE THIS OPTION OVER OPTION 1 2" MIN. MIN. LAP PER TABLE � MATS AT CORNERS 6. SAW CUT JOINTS IN CONCRETE SLAB AT LOCATIONS SHOWN ON FOUNDATION y PLAN. SAW CUT JOINTS AS SOON AS THE SLAB WILL SUPPORT THE WEIGHT T m OF THE SAW AND OPERATOR WITHOUT DISTURBING THE FINAL FINISH. THE DISTANCE BETWEEN SAW CUT JOINTS SHALL BE 24 (8' -0" MIN.) TO L 30 (16' -0" MAX.) TIMES THE SLAB THICKNESS, UNLESS OTHERWISE NOTED. THE CONTROL JOINT SYSTEM SHOULD DIVIDE THE SLAB INTO SECTIONS OF NOT MORE THAN 250 SQUARE FEET OF SURFACE AREA, U.N.O. ` 7. IF JOINTS NEED SUPPORT AT EDGES TO WITHSTAND THE ACTION OF SMALL HARD -WHEEL TRAFFIC. THIS ENGINEER RECOMMENDS FILLING THE JOINTS > ° WITH AN EPDXY JOINT FILLER IF SUCH USAGE IS ANTICIPATED. 4m 8. MAXIMUM RATIO OF LONG SIDE TO SHORT SIDE SHALL BE 1 1/2 : 1 _ w 9. PROVIDE CONSTRUCTION JOINT AT THE END OF CONCRETE PLACEMENT FOR THE DAY. 10. PROVIDE 2- #4 X 4' -0" LONG AT 4" O.C. AT MID -DEPTH OF SLAB AT a- CORNERS OF BLOCK -OUTS AND AT RE- ENTRANT CORNERS WHERE ",. CONTROL JOINTS DO NOT OCCUR AND WHEN RE- ENTRANT CORNERS OR BLOCKOUTS EXCEED 15% OF THE PIECE OF SLAB 11. SEE FOUNDATION PLAN FOR ADDITIONAL INFORMATION. c s 12. CONTRACTOR MUST FAMILIARIZE THEMSELVES E SELVES WITH THE SOILS REPORT FOR SUBGRADE /SUB SLAB PREPARATION AND FOLLOW ALL RECOMMENDATIONS. T= 13. ANY FLOOR SLAB HOLES FROM THE ATTACHMENT OF PANEL CHAMFER AND REVEAL STRIPES SHALL BE PROPERLY PATCHED PRIOR TO SEALING r FLOOR SLABS. °. 14. BUILDING SLAB IS NOT DESIGNED TO SUPPORT CRANE LOADS, CONCRETE MIXING ,r TRUCKS, OR OTHER SPECIFIC CONSTRUCTION LOADINGS. IF SUCH LOADS OCCUR DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO UPGRADE THE SLAB THICKNESS AND PROVIDE ADDED REINFORCING AS REQUIRED, ANY DAMAGE CAUSED TO THE SLAB SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE PER THE OWNERS REQUEST. 15. WHERE DEPRESSIONS OCCUR IN THE SLAB BELOW THE NORMAL T.O. SLAB ELEVATION TO ACCOMMODATE THE REQUIREMENTS OF THE ARCHITECTS OR PLUMBING PLANS, THE - - SLAB SHALL BE THICKENED TO MEET THE REQUIRED SLAB THICKNESS REQUIRED ?H BY THE FOUNDATION PLAN. SEE THIS DETAIL FOR OTHER REQUIREMENTS _ F 16. THE MINIMUM SLAB THICKNESS IS 4" °a 17. THE MINIMUM SLAB REINFORCEMENT FOR SLABS UP TO 5" THICK IS 1 1/2" Ibs. m OF FIBERMESH PER CUBIC YARD OF CONCRETE U.N.O. 18. THE MINIMUM SLAB REINFORCEMENT FOR SLABS 5" THICK & UP IS #4 ®18" O.C. E.W. CENTERED IN THE SLAB 19, AN IMPERVIOUS MEMBRANE (VAPOR BARRIER) SHOULD BE PLACED UNDER ALL SLABS (THE ONLY EXCEPTIONS IS A SLABS WHERE MOISTURE TRANSMISSIONS o THROUGH THE SLAB WILL NOT DAMAGE, ALTER, OR HARM ANY PART OF THE STRUCTURE, INTERIOR, AND OCCUPANTS). A 10 MIL. (MIN.) MEMBRANE SHOULD 10 BE USED THAT MEETS THE REQUIREMENTS OF ASTM E1745, THE MEMBRANE L z JOINTS SHOULD BE SPLICED & TAPED TYP. - - 20. 2" OF MOIST CONCRETE SAND (ASTMC -33) MUST BE PLACED UNDER ALL SLABS BETWEEN THE BOTTOM OF SLAB & TOP OF VAPOR BARRIER OR (NEXT LAYER DOWN AS REQUIRED BY THE SOILS REPORT). C� 21. THE VAPOR BARRIER SHOULD REST ON 4" OF 3/4" CLEAN CRUSHED ROCK w` U.N.O. (THIS RECOMMENDATION IS ONLY REQUIRED ® SITES WITHOUT A SOILS REPORT RECOMMENDATION FOR SUB SLAB PREPARATION) w " 22. ALL REFERENCE TO FIBERMESH IN THESE PLANS REFERS TO THE PRODUCT t' BY SI CONCRETE SYSTEMS "FIBERMESH 300" TYP. U.N.O. " A DETAIL n m 0 w SEE NOTE #10 (PROVIDE WHERE T CONTROL JOINT DOES NOT OCCUR) O O CONTROL JOINT rc O 0 U.N.O. i_ CONTROL rh °, JOINTS a ISOLATION JOINT 5 (PROVIDE BOND DETAIL AIL BREAKER) i THINNER SLAB SIDE THICKER SLAB SIDE _ .i APPROVED ALL 3/4" S0. CUSHION DOWELS 06" LONG WEATHER CAULKING ®12" O.C. CUSHIONING TO OCCUR AT SIDES . s AFTER CONCRETE IS OF DOWELS ONLY NOTE: THE OWNER MAY f s IN PLACE CHOOSE TO USE #5 REBAR DOWELS x 16" i LONG 012" O.C. OR 3/4" 0 x 16" LONG L A�O SMOOT H DOWELS ®12" O.C. THIS OPTION L JOINT MAY RESULT IN MORE SLAB CRACKING. THINNER " SLAB THICKER i THICKNESS SLAB L THICKNESS � d 1E i Ji a 1 ` (4" MIN.) d d (4° MIN.) 11 C (IF APPLICABLE) , 11 TYPICAL SLAB ON GRADE IN APPROVED ALL WEATHER CAULKING AFTER CONCRETE IS IN PLACE 5/8" SMOOTH ROD 06" LONG 0 12" O.C.. DOWELS SHALL BE INSTALLED 0 SLAB CENTERLINE, PERPENDICULAR TO JOINT, CENTERED ON THE JOINT, AND LEVEL. TERMINATE REINFORCING WITHIN 12" OF CONSTRUCTION JOINT 12" MAX. TYP. SLABS 3" MIN. TYP. E - SEE FOUNDATION FOR MORE INFO. P LAP 12" 14" 16" *SEE REINFORCING DETAIL FOR REBAR LAPS IF REBAR IS REQUIRED AS SLAB REINFORCEMENT NOTE: REINFORCING IS ONLY REQUIRED IF THER E IS REINFORCING IN THE SLAB (DOWELS ARE ALWAYS RiUIRED) an 6" LONG KEY 018" D.C. APPROVED ALL WEATHER CAULKING CONT. KEY - AFTER CONCRETE IS IN PLACE WALLS AND FOUNDATIONS 1/8" RADIUS (TYP.) 1/2" PREFORMED FIBER EXPANSION JOINT, HOLD 1/2" DOWN FROM TOP OF SLAB FF APPROVED WEATHER CAULKING AFTER CONCRETE FIDE MAXIMUM 1/8" RADIUS ED EDGE WHERE JOINTS TO BE FILLED, SAW CUT TOOLED JOINT, P W/ FbAM OR COAT GREASE ONE END OF EL TO ASSURE SLIPPAGE LY BOND BRAKER TO IT PRIOR TO SECOND R N N - APPROVED ALL WEATHER CAULKING AFTER CONCRETE IS N PLACE CONCRETE SLAB 2" IS IN PLACE #5 BARS x16" LONG 12' O.C. ( 0 SLABS: W/ 3/4" 8. CUSHION ON SIDES OF DOWELS. NOTE: THE OWNER MAY CHOOSE TO USE #5 REBAR DOWELS x 16' LONG EMBED ®12" O.C. W/ OUT TH 3/4" CUSHION. THIS OPTION CONTROL J ANT MAY RESULT IN MORE LAB CRACKING.) O NEW CONCRETE O - SLAB THICKNESS 4" MIN. J1 4" MIN. USE SIMPSON SET -XP EPDXY 12" EXISTING CONCRETE I NEW CONCRETE G JOINING (E) CONCRETE W/ N) CONCRETE NORMAL FINISHED ELEVATION OF BUILDING SLAB D PRESSED SLAB - (SEE ARCH'L. PLANS SEE FOUNDATION FOR ° f OR DEPRESSION DEPTH) SLAB THICKNESS 2 x d� " 1 -SEE FOUNDATION FOR �1 SERB THICKNESS d d +4" d +4" H SLAB DEPRESSIONS (IF APPLICABLE - SEE ARCH'L. PLANS FOR LOCATION , DEPTH, & DIMENSIONS) DIMENSION OF STANDARD 180 -DEG HOOKS, ALL GRADES DIMENSION OF STANDARD 90 -DEG HOOKS, ALL GRADES 135" A OR - CONCRETE SLAB D SLAB - SEE FOUNDATION � 5" 3" 2 1/4" DIMENSION A OR G DIMENSION PLAN FOR MORE INFO. 3" D 3" x p m PLAN FOR REINF. (2) #5 BOTL. Db ` Db= BAR DIAMETER DD ` g ci 4 1/2" 1' -0" D = FINISHED INSIDE BEND DIA. _ 10" 7" 5 1/4" V -2" 5 1/4" #8 12 MAX' TYP' 6„ V -4" D = 6Db FOR #3 THROUGH #8 #9 1' 3" 11 3/4" 9 1/2" l'-7" 5/8" SMOOTH ROD 16" LONG W/ SAW CUT 3" MIN. TYP. 10 3/4" ENDS (FULLY GREAS D ® 24" O.C. IN PRE - -DEG o 1'-2 3/4" MANUFACTURED DOW -L BASKET ASSEMBLY. SEE SLAB CONTROL JOINT- OPTION 1 NOTE ABOVE FOR A DFHONAL INFORMATION RECOMMENDED METHOD 18 1/4" ONLY IN SLABS W/ REINFORCING BARS 1 8" SAW -CUT CONTR L JOINT. FILL JOINT AN ALL WEATHER I ELASTOMERIC FILLER. CONTROL 4 JOINT SLAB CONTROL JOINT- OPTION 2 (2 "" TOTAL) SEE NOTE 10 OWNER MY CHOOSE THIS OPTION OVER OPTION 1 2" MIN. MIN. LAP PER TABLE � MATS AT CORNERS 6. SAW CUT JOINTS IN CONCRETE SLAB AT LOCATIONS SHOWN ON FOUNDATION y PLAN. SAW CUT JOINTS AS SOON AS THE SLAB WILL SUPPORT THE WEIGHT T m OF THE SAW AND OPERATOR WITHOUT DISTURBING THE FINAL FINISH. THE DISTANCE BETWEEN SAW CUT JOINTS SHALL BE 24 (8' -0" MIN.) TO L 30 (16' -0" MAX.) TIMES THE SLAB THICKNESS, UNLESS OTHERWISE NOTED. THE CONTROL JOINT SYSTEM SHOULD DIVIDE THE SLAB INTO SECTIONS OF NOT MORE THAN 250 SQUARE FEET OF SURFACE AREA, U.N.O. ` 7. IF JOINTS NEED SUPPORT AT EDGES TO WITHSTAND THE ACTION OF SMALL HARD -WHEEL TRAFFIC. THIS ENGINEER RECOMMENDS FILLING THE JOINTS > ° WITH AN EPDXY JOINT FILLER IF SUCH USAGE IS ANTICIPATED. 4m 8. MAXIMUM RATIO OF LONG SIDE TO SHORT SIDE SHALL BE 1 1/2 : 1 _ w 9. PROVIDE CONSTRUCTION JOINT AT THE END OF CONCRETE PLACEMENT FOR THE DAY. 10. PROVIDE 2- #4 X 4' -0" LONG AT 4" O.C. AT MID -DEPTH OF SLAB AT a- CORNERS OF BLOCK -OUTS AND AT RE- ENTRANT CORNERS WHERE ",. CONTROL JOINTS DO NOT OCCUR AND WHEN RE- ENTRANT CORNERS OR BLOCKOUTS EXCEED 15% OF THE PIECE OF SLAB 11. SEE FOUNDATION PLAN FOR ADDITIONAL INFORMATION. c s 12. CONTRACTOR MUST FAMILIARIZE THEMSELVES E SELVES WITH THE SOILS REPORT FOR SUBGRADE /SUB SLAB PREPARATION AND FOLLOW ALL RECOMMENDATIONS. T= 13. ANY FLOOR SLAB HOLES FROM THE ATTACHMENT OF PANEL CHAMFER AND REVEAL STRIPES SHALL BE PROPERLY PATCHED PRIOR TO SEALING r FLOOR SLABS. °. 14. BUILDING SLAB IS NOT DESIGNED TO SUPPORT CRANE LOADS, CONCRETE MIXING ,r TRUCKS, OR OTHER SPECIFIC CONSTRUCTION LOADINGS. IF SUCH LOADS OCCUR DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO UPGRADE THE SLAB THICKNESS AND PROVIDE ADDED REINFORCING AS REQUIRED, ANY DAMAGE CAUSED TO THE SLAB SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE PER THE OWNERS REQUEST. 15. WHERE DEPRESSIONS OCCUR IN THE SLAB BELOW THE NORMAL T.O. SLAB ELEVATION TO ACCOMMODATE THE REQUIREMENTS OF THE ARCHITECTS OR PLUMBING PLANS, THE - - SLAB SHALL BE THICKENED TO MEET THE REQUIRED SLAB THICKNESS REQUIRED ?H BY THE FOUNDATION PLAN. SEE THIS DETAIL FOR OTHER REQUIREMENTS _ F 16. THE MINIMUM SLAB THICKNESS IS 4" °a 17. THE MINIMUM SLAB REINFORCEMENT FOR SLABS UP TO 5" THICK IS 1 1/2" Ibs. m OF FIBERMESH PER CUBIC YARD OF CONCRETE U.N.O. 18. THE MINIMUM SLAB REINFORCEMENT FOR SLABS 5" THICK & UP IS #4 ®18" O.C. E.W. CENTERED IN THE SLAB 19, AN IMPERVIOUS MEMBRANE (VAPOR BARRIER) SHOULD BE PLACED UNDER ALL SLABS (THE ONLY EXCEPTIONS IS A SLABS WHERE MOISTURE TRANSMISSIONS o THROUGH THE SLAB WILL NOT DAMAGE, ALTER, OR HARM ANY PART OF THE STRUCTURE, INTERIOR, AND OCCUPANTS). A 10 MIL. (MIN.) MEMBRANE SHOULD 10 BE USED THAT MEETS THE REQUIREMENTS OF ASTM E1745, THE MEMBRANE L z JOINTS SHOULD BE SPLICED & TAPED TYP. - - 20. 2" OF MOIST CONCRETE SAND (ASTMC -33) MUST BE PLACED UNDER ALL SLABS BETWEEN THE BOTTOM OF SLAB & TOP OF VAPOR BARRIER OR (NEXT LAYER DOWN AS REQUIRED BY THE SOILS REPORT). C� 21. THE VAPOR BARRIER SHOULD REST ON 4" OF 3/4" CLEAN CRUSHED ROCK w` U.N.O. (THIS RECOMMENDATION IS ONLY REQUIRED ® SITES WITHOUT A SOILS REPORT RECOMMENDATION FOR SUB SLAB PREPARATION) w " 22. ALL REFERENCE TO FIBERMESH IN THESE PLANS REFERS TO THE PRODUCT t' BY SI CONCRETE SYSTEMS "FIBERMESH 300" TYP. U.N.O. " A DETAIL n m 0 w SEE NOTE #10 (PROVIDE WHERE T CONTROL JOINT DOES NOT OCCUR) O O CONTROL JOINT rc O 0 U.N.O. i_ CONTROL rh °, JOINTS a ISOLATION JOINT 5 (PROVIDE BOND DETAIL AIL BREAKER) i THINNER SLAB SIDE THICKER SLAB SIDE _ .i APPROVED ALL 3/4" S0. CUSHION DOWELS 06" LONG WEATHER CAULKING ®12" O.C. CUSHIONING TO OCCUR AT SIDES . s AFTER CONCRETE IS OF DOWELS ONLY NOTE: THE OWNER MAY f s IN PLACE CHOOSE TO USE #5 REBAR DOWELS x 16" i LONG 012" O.C. OR 3/4" 0 x 16" LONG L A�O SMOOT H DOWELS ®12" O.C. THIS OPTION L JOINT MAY RESULT IN MORE SLAB CRACKING. THINNER " SLAB THICKER i THICKNESS SLAB L THICKNESS � d 1E i Ji a 1 ` (4" MIN.) d d (4° MIN.) 11 C (IF APPLICABLE) , 11 TYPICAL SLAB ON GRADE IN APPROVED ALL WEATHER CAULKING AFTER CONCRETE IS IN PLACE 5/8" SMOOTH ROD 06" LONG 0 12" O.C.. DOWELS SHALL BE INSTALLED 0 SLAB CENTERLINE, PERPENDICULAR TO JOINT, CENTERED ON THE JOINT, AND LEVEL. TERMINATE REINFORCING WITHIN 12" OF CONSTRUCTION JOINT 12" MAX. TYP. SLABS 3" MIN. TYP. E - SEE FOUNDATION FOR MORE INFO. P LAP 12" 14" 16" *SEE REINFORCING DETAIL FOR REBAR LAPS IF REBAR IS REQUIRED AS SLAB REINFORCEMENT NOTE: REINFORCING IS ONLY REQUIRED IF THER E IS REINFORCING IN THE SLAB (DOWELS ARE ALWAYS RiUIRED) an 6" LONG KEY 018" D.C. APPROVED ALL WEATHER CAULKING CONT. KEY - AFTER CONCRETE IS IN PLACE WALLS AND FOUNDATIONS 1/8" RADIUS (TYP.) 1/2" PREFORMED FIBER EXPANSION JOINT, HOLD 1/2" DOWN FROM TOP OF SLAB FF APPROVED WEATHER CAULKING AFTER CONCRETE FIDE MAXIMUM 1/8" RADIUS ED EDGE WHERE JOINTS TO BE FILLED, SAW CUT TOOLED JOINT, P W/ FbAM OR COAT GREASE ONE END OF EL TO ASSURE SLIPPAGE LY BOND BRAKER TO IT PRIOR TO SECOND R N N - APPROVED ALL WEATHER CAULKING AFTER CONCRETE IS N PLACE CONCRETE SLAB 2" IS IN PLACE #5 BARS x16" LONG 12' O.C. ( 0 SLABS: W/ 3/4" 8. CUSHION ON SIDES OF DOWELS. NOTE: THE OWNER MAY CHOOSE TO USE #5 REBAR DOWELS x 16' LONG EMBED ®12" O.C. W/ OUT TH 3/4" CUSHION. THIS OPTION CONTROL J ANT MAY RESULT IN MORE LAB CRACKING.) O NEW CONCRETE O - SLAB THICKNESS 4" MIN. J1 4" MIN. USE SIMPSON SET -XP EPDXY 12" EXISTING CONCRETE I NEW CONCRETE G JOINING (E) CONCRETE W/ N) CONCRETE NORMAL FINISHED ELEVATION OF BUILDING SLAB D PRESSED SLAB - (SEE ARCH'L. PLANS SEE FOUNDATION FOR ° f OR DEPRESSION DEPTH) SLAB THICKNESS 2 x d� " 1 -SEE FOUNDATION FOR �1 SERB THICKNESS d d +4" d +4" H SLAB DEPRESSIONS (IF APPLICABLE - SEE ARCH'L. PLANS FOR LOCATION , DEPTH, & DIMENSIONS) BAR SIZE DIMENSION OF STANDARD 180 -DEG HOOKS, ALL GRADES DIMENSION OF STANDARD 90 -DEG HOOKS, ALL GRADES 135" A OR - CONCRETE SLAB D DETAILING HOOK DETAILING 5" 3" 2 1/4" DIMENSION A OR G DIMENSION 6" SEE FOUNDATION 3" D 3" x p m PLAN FOR REINF. (2) #5 BOTL. Db ` Db= BAR DIAMETER DD ` g BARS OVER PIPE 4 1/2" 1' -0" D = FINISHED INSIDE BEND DIA. _ 10" 7" 5 1/4" V -2" 5 1/4" #8 11" 8" 6„ V -4" D = 6Db FOR #3 THROUGH #8 #9 1' 3" 11 3/4" 9 1/2" l'-7" D = 8Db FOR #9, #10, AND #11 #10 U z - 10 3/4" 180 -DEG D = 1ODb FOR #14 AND #18 -DEG o 1'-2 3/4" 12" 2'-0" 12" #14 2' -3" ; BAR SIZE DIMENSION OF STANDARD 180 -DEG HOOKS, ALL GRADES DIMENSION OF STANDARD 90 -DEG HOOKS, ALL GRADES 135" A OR J D AORG D #3 5" 3" 2 1/4" 6" 2 1/4" #4 6" 4° 3" 8" 3" #5 7" 5" 3 3/4' 1011 3 3/4" #6 8" 6" 4 1/2" 1' -0" 4 1/2" #7 10" 7" 5 1/4" V -2" 5 1/4" #8 11" 8" 6„ V -4" 6" #9 1' 3" 11 3/4" 9 1/2" l'-7" 9 1/2" #10 11-51, V -1 1/4" 10 3/4" V-10" 10 3/4" 711 V-7" 1'-2 3/4" 12" 2'-0" 12" #14 2' -3" 1' -9 3/4" 18 1/4" 2' 7" 18 1/4" 400 LAP 1" CLEAR BETWEEN BOTTOM OF PIPE AND SLEEVE FOOTING (TYPICAL) SEE FOUNDATION PUN FOR STEPPED FOOTING FOR REINF, (REINF. TO SEE STANDARD DETAIL MATCH BOTTOM FTG. REINF.) 5 NO SCALE NG PIPE PENETRATION AT FOOTI 1. REINFORCEMENT, SHALL BE DEFORMED REINFORCEMENT, EXCEPT THAT PLAIN REINFORCEMENT MAY BE USED FOR SPIRALS. 2. REINFORCEMENT SHALL CONFORM TO ASTM A 615, REINFORCING BARS FOR CONCRETE. 3. REINFORCING BARS SHALL HAVE THE FOLLOWING SPECIFIED YIELD STRENGTHS: b) NO. 4 AND LARGER R - 60.000 PSI (GRADE 60) NOTE: A706 GRADE- 60 MAY BE SUBSTITUTED FOR a) & b) REINFORCING. 4. WELDED SMOOTH WIRE FABRIC FOR CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM 185. GRADE 65 FOR PLAIN WIRE AND ASTM A497 GRADE 75 FOR DEFORMED WIRE ALL LAPS TO BE AT LEAST TWO CROSS WIRES. 5. ALL WELDED REBAR SHALL BE ASTM A706 * U.N.O. ME PREHEAT THE REBAR IF REQUIRED BY AWS (BASED ON THE CARBON CONTENT OF THE REBAR) 6. AT THE TIME CONCRETE IS PLACED, REINFORCEMENT SHALL BE FREE FROM '.R NONMETALLIC COATING THAT MUD, OIL OR OTHER DECREASE BOND, EPDXY IN ACCORDANCE WITH ACI 318 -08 SECTION 7. COATING OF BARS 4 SHALL BE PERMITTED. 7. REINFORCEMENT, PRESTRESSING TENDONS AND DUCTS SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED, AND SHALL BE SECURED AGAINST DISPLACEMENT WITHIN TOLERANCES. B. TOLERANCE FOR DEPTH d, AND MINIMUM CONCRETE COVER IN FLEXURAL MEMBERS, WALLS AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS: TOLERANCE ON TOLERANCE ON d MINIMUM CONCRETE COVER d > 8" t 1/2" - 1/2" 18 3' -0" 2' -4 112" 24" 3' -5" 24" L SCHEDULE FOR SPLICE ° LENGTH AND INFO. #3 TO #5 6Db OR D =BEND DIAMETER 2 1/2" MIN. EXTEND REINFORCEMENT OF SMALL GRADE BEAM INTO _ EXCEPT THAT TOLERANCE FOR THE CLEAR DISTANCE TO FORMED SOFFITS #6 TO #8 LARGER GRADE BEAM AS _ SHALL BE MINUS 1/4" (6.4 mm) AND TOLERANCE FOR COVER SHALL NOT 120 n n o O SHOWN v S EXCEED MINUS ONB THIRD THE MINIMUM CONCRETE COVER REQUIRED BY THE b HOOK �� HOOK �� 6 J" APPROVED PLANS OR SPECIFICATIONS. u - A OR G u A OR G ii i77 J � � 9. TOLERANCE FOR LONGITUDINAL LOCATION OF BENDS AND ENDS OF REINFORCEMENT /\ 6D OR ��� �- SHALL BE ±2" ( ±51 mm) EXCEPT AT DISCONTINUOUS ENDS OF MEMBERS �VD s : s v n "' WHERE TOLERANCE SHALL BE ±1/2" ( ±12.7 mm). D 10. ALL DIMENSIONS SHOWN FOR LOCATION OF REINFORCING STEEL ARE TO FACE OF c� A ° z ° ) BAR AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED, CONCRETE z G z o z g O ���...,,, - - - ,- - L'L d COVERAGE SHALL BF AS FOLLOWS: Wl G to J c _ U I Db Db - CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" ° ° ° o D I CONCRETE EXPOSED TO EARTH OR WEATHER: (N0. 6 THROUGH NO.18) 2" (NO. 5 AND SMALLER) _1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: BEAM BEAM BEAM SLABS, WALLS AND JOISTS: GRADE BEAM (SEE FOUNDATION GRADE BEAM (SEE FOUNDATION (N0. 14 AND N0.18) 1 1/2° PLAN FOR MORE INFO.) PLAN FOR MORE IN (NO. 11 AND SMALLER) 3/4" 90-DEG 135 -DEG 135 -DEG BEAMS AND COLUMNS: 1 1/2" (SMALLER OF THE TWO GRADE BEAMS (LARGER OF THE TWO GRADE BEAMS SHELLS AND FOLDED PLATE MEMBERS: (N0. 6 THROUGH N0.18 3 4 STIRRUP HOOKS SEISMIC STIRRUP/TIE N THE PLAN DIMENSION) N THE PLAN DIMENSION) ) / (TIE BENDS SIMILAR) PLAN VIEW (N0. 5 AND SMALLER) 1/2" A CONCRETE TILT -UP PANELS CAST AGAINST A BAR SIZI - D 90" 135" 135° SEISMIC HOOK A OR G A OR G APPROX. H SIZE D A OR G APPROX. H #3 1 112" 4" 18 3' -0" 2' -4 112" 24" 3' -5" 24" L SCHEDULE FOR SPLICE ° LENGTH AND INFO. #3 TO #5 6Db OR D =BEND DIAMETER 2 1/2" MIN. EXTEND REINFORCEMENT OF SMALL GRADE BEAM INTO _ EXCEPT THAT TOLERANCE FOR THE CLEAR DISTANCE TO FORMED SOFFITS #6 TO #8 LARGER GRADE BEAM AS _ SHALL BE MINUS 1/4" (6.4 mm) AND TOLERANCE FOR COVER SHALL NOT 120 n n o O SHOWN v S EXCEED MINUS ONB THIRD THE MINIMUM CONCRETE COVER REQUIRED BY THE b HOOK �� HOOK �� 6 J" APPROVED PLANS OR SPECIFICATIONS. u - A OR G u A OR G ii i77 J � � 9. TOLERANCE FOR LONGITUDINAL LOCATION OF BENDS AND ENDS OF REINFORCEMENT /\ 6D OR ��� �- SHALL BE ±2" ( ±51 mm) EXCEPT AT DISCONTINUOUS ENDS OF MEMBERS �VD s : s v n "' WHERE TOLERANCE SHALL BE ±1/2" ( ±12.7 mm). D 10. ALL DIMENSIONS SHOWN FOR LOCATION OF REINFORCING STEEL ARE TO FACE OF c� A ° z ° ) BAR AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED, CONCRETE z G z o z g O ���...,,, - - - ,- - L'L d COVERAGE SHALL BF AS FOLLOWS: Wl G to J c _ U I Db Db - CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" ° ° ° o D I CONCRETE EXPOSED TO EARTH OR WEATHER: (N0. 6 THROUGH NO.18) 2" (NO. 5 AND SMALLER) _1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: BEAM BEAM BEAM SLABS, WALLS AND JOISTS: GRADE BEAM (SEE FOUNDATION GRADE BEAM (SEE FOUNDATION (N0. 14 AND N0.18) 1 1/2° PLAN FOR MORE INFO.) PLAN FOR MORE IN (NO. 11 AND SMALLER) 3/4" 90-DEG 135 -DEG 135 -DEG BEAMS AND COLUMNS: 1 1/2" (SMALLER OF THE TWO GRADE BEAMS (LARGER OF THE TWO GRADE BEAMS SHELLS AND FOLDED PLATE MEMBERS: (N0. 6 THROUGH N0.18 3 4 STIRRUP HOOKS SEISMIC STIRRUP/TIE N THE PLAN DIMENSION) N THE PLAN DIMENSION) ) / (TIE BENDS SIMILAR) PLAN VIEW (N0. 5 AND SMALLER) 1/2" A CONCRETE TILT -UP PANELS CAST AGAINST A BAR SIZI - D 90" 135" 135° SEISMIC HOOK A OR G A OR G APPROX. H SIZE D A OR G APPROX. H #3 1 112" 4" 4" 2 1/2" #3 1 1/2" 5" 3 1/2" #4 2" 4 1/2" 4 1/2" 3" #4 2" 6 1/2" 4 1/2" #5 2 1/2" 6" 5 1/2" 3 3/4" #5 2 1/2" 8" 5 1/2" # 6 41 2° / - 1' 0" 8" 412" 6 4 1 2" 11" 6 1/2 " #7 5 1/4" 1' -2" 9" 5 1/4" #7 5 1/4 "1' -0 1/2" 7 3/4" #8 6" 1' -4" 10 1/2" 6" #8 6.. V -2 1/2" 9" IN COMITINUOUS REINFORCEMENT OR REINFORCING AS USED IN WALLS SAME SIZE REBAR AS THE LARGEST NOTE REBAR REQUIRED IN EITHER OF THE - FOOTINGS, ETC. SHALL BE AS SPECIFIED IN NOTE 14. VERIFY WALL BARS 1. TWO FOOTINGS, SAME NUMBER OF ih SHALL BE SPLICED AT OR NEAR FLOOR LINES, BARS MAY BE WIRED TOGETHER AT ALL REINFORCEMENT SHALL BE BENT COLD, UNLESS OTHERWISE PERMITTED BY BARS AS IN THE SMALLER FOOTING SPLICES OR LAPS EXCEPT FOR TOP REINF. OF BEAM AND SLABS, OR WHERE THE BUILDING OFFICIAL. LINED UP WITH THE BARS IN THE SPECIFICALLY DETAILED TO BE SEPARATED, ALL REINF. SPLICES OR LAP SPLICES SMALLER FOOTING L SEE REINFORCING SHALL BE LOCATED AS INDICATED ON THE PLANS IF SPLICE OR LAP LOCATIONS 2. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT, L SCHEDULE FOR SPLICE ARE NOT INDICATED ALL LAP & SPLICES SHALL BE STAGGERED 2' -0" O.C. EXCEPT AS SHOWN ON THE DESIGN DRAWINGS OR PERMITTED BY THE LENGTH AND INFO. BUILDING OFFICIAL, GRADE BEAM (SEE FOUNDATION GRADE BEAM (SEE FOUNDATION 12. CONCRETE SHALL NOT BE DROPPED THROUGH REINF. STEEL (AS IN WALL) SO AS PLAN FOR MORE INFO.) PLAN FOR MORE INFO. TO CAUSE SEGREGATION OF AGGREGATES, IN SUCH CASES, HOPPERS AND VERTICAL SHALL BE USED. CHUTES OR TRUNKS SMALLER F LARGER OF THE TWO GRADE BEAMS CHUTES OR TRUNKS SHALL BE OF VARIABLE STAND_ ARD HOOK DETAILS IN THE DEPTH TD M DIMENSION) BEAMS ( LENGTHS SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED IN THE DEPTH DIMENSION) FIVE (5) FEET AND SUFFICIENT NUMBER SHALL BE USED TO INSURE THE NO SCALE SECTION CONCRETE BEING LEVEL AT ALL TIMES. / B ` 13. REINFORCING BARS SHALL NOT BE RE -BENT WITHOUT APPROVAL OF ENGINEER, 4db OR BENDS SHALL BE MADE COLD. L2 1/2" MIN. 180' HOOK 6 SPLICE AT DIFFERENT SIZE GRADE BEAM_ S 14 (WHERE APPLICABLE) - -_- NO SCALE _. SINGLE 4db OR BUILDING WALL ABOVE �\ ';'. ELEVATION OF COMPACTED VERTICAL \\ OR UNDISTURBED WALL B ABOVE - } ADJACENT SOIL LOCATIONS 5' SLOPE BARS ADDITIONAL FOOTING DEPTH _._ 180' HOOK MAY BE REQUIRED TO MEET-\\ REQUIREMENTS. ACONTRACTOR I ,- 45'MMAX, & CIVIL ENGINEER MUST III III COORDINATE THE REQUIRED'' 6" CLR. MIN., DEPTH OF FOOTING IF III TYP. & 12 VERTICAL APPLICABLE CLR. MAX. BARS ® I -- WALL FOOTING DEPTH AS- U.N.O. LOCATIONS REQUIRED BY THE PLANS - (THE FOOTING DEPTH "IaI MUST BE AT LEAST AS W W DOUBLE DEEP AS REQUIRED BY THE PROJECT SOILS REPORT CONTACT THE ___ �E, ENGINEER IF THERE ARE BY THE PLANS AS REQUIRED THIS DETAIL DOES NOT APPLY TO PAD FOOTINGS ANY DISCREPANCIES NOTE: 10 TERMINATION OF CONCRETE THIS DETAIL ADDRESSES ADJACENT GRADE LOCATIONS W/ RESPECT TO THE y FOUNDATION. SEE THE FOUNDATION & CIVIL PLANS FOR MORE INFO, ALSO SEE "FOUNDATION NOTES" DETAIL FOR MORE INFO. BEAM /WALL 7 ADJACENT GRADES TO FTG. 2- #6 AT HEAD UNLESS NOTED OTHERWISE 2 - #5 TYPICAL (1) #4x48" LONG AT CORNERS TOTE: LEE "TYPICAL REINFORCEMENT AT PANEL OPENINGS (AND KNOCKOUTS)" FOF YPICAL CONCRETE WALL PANEL REINFORCING. g OPENING IN CONC" FLOOR SLAB OR WALLI NO SCALE TYPICAL REINFORCEMENT SPLICES & EMBEDMENT LENGTH REBAR EMBEDMENT EMBEDMENT SIZE SPLICE LENGTH, INCHES W/ HOOK W/O HOOK #3 24" 9" 21•, #4 32" 12" 27" #5 40" 15" 33" #6 48" 18" 38" #7 69" 21" 53" #8 78" 24" 59" #9 88" 27" 65" #10 98" 31" 73" #11 108" 35" 81" SPLICE EMBEDMENT LENGTH LENGTH INTO CONCRETE REBAR TO BE STANDARD SPLICED HOOK 1 BAR DIARMETER� - CONCRETE SURFACE OR MAX. JOINT IN CONCRETE 15. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL. 16. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY ACCESSORIES AND SMALL BE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH THE LATEST EDITION OF THE CRSI " MANUAL OF STANDARD PRACTICE" 3 REINFORCING 1�6DDIA_'.s�.i,�s.,'J�.., � °. °hl az o Z �D N � DOUBLE CURTAIN �� 32 DIA's 16 DIA's 12" MIN. o2r SINGLE CURTAIN 4 REINFORCING LAPS AT CONC. WALL APE) FOOTMO MERSEC710N NO SCALE 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 OF THE 2009 INTERNATIONAL BUILDING CODE TO ALL REQUIREMENTS OF ACI 318 -08, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, EXCEPT AS MODIFIED BY THE SUPPLEMENT REQUIRED BELOW. 2, MIX DESIGN REQUIREMENTS: a) CONCRETE MIX SHALL BE PLACED WITH THE FOLLOWING CEMENT TYPES. MAXIMUM WATER /CEMENT RATIOS, COMPRESSIVE STRENGTHS (Vc), AND MAXIMUM SIZE AGGREGATE. SULFATE EXPOSURE SHALL BE OBTAINED DIRECTLY BY THE CONTRACTOR FROM THE PROJECT'S SOILS ENGINEER AT THE TIME OF THE BUILDING PADS CONSTRUCTION MAXIMUM Vc (PSI) MIN 0 28 DAYS U.N.O. SULFATE CEMENT WATER/ WALLS PLYWOOD EXPOSURE TYPE CEMENT S.O.G. FOUND. COLUMN ABV GRID TOPPING BEAMS FLOOR DECK SLAB NEGLIGIBLE II 0.45 3000 3000 3000 3000 LT 2500 LT (0 -150 PPM) WT CONC. WT CONC. MODERATE A 45 . 4000 4000 4000 N A N (150 -1500 PPM) II 0 / / SEVERE A N/A 4500 450 .0 4500 N (1500 -10000 PPM) II 0 / VERY SEVERE V+ (OVER 10000 PPM) POZZOLAN 0.45 4500 4500 4500 N/A N/A MAXIMUM SIZE AGGREGATE 1 1/2" 1 1/2" 1" 3/8 3/8 *SEE PANEL ELEVATIONS (WHERE APPLICABLE) FOR SPECIAL MINIMUM f'c. WHERE SULFATES ARE PRESENT, THE ABOVE TABLE SHALL GOVERN IF THE TABLE VALUES ARE HIGHER. WALLS Vc ALSO IS APPLICABLE FOR RETAINING WALLS. b) CONCRETE SLUMP SHALL BE DESIGNED TO 4 ". ALL CONCRETE WITH SLUMPS IN EXCESS OF 5" SHALL BE REJECTED AND NOT USED. c) THE CONCRETE SUPPLIER MUST BEAR THE TOTAL RESPONSIBILITY THAT THE MIX DESIGNS WILL ATTAIN THE REQUIRED STRENGTH AND SHRINKAGE CHARACTERISTICS. ACCEPTANCE OF MIX DESIGN WILL BE BASED ONLY ON CONFORMANCE OF SPECIFIED DESIGN STRENGTH AND DESIGN SLUMP. 3. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. SLEEVES SHALL BE WRAPPED WITH EXPANSION JOINT FILLER MATERIAL TO ALLOW CONCRETE TO CURE WITHOUT RESTRAINT. PIPES OR CONDUITS EXCEEDING ONE -THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILS SEE MECHANICAL AND / OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. 4. ALL REINFORCING STEEL, WIRE MESH, ANCHOR BOLTS, HOEDOWN ANCHORS, AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. 5. LOCATION OF CONSTRUCTION OR POUR JOINTS NOT SPECIFIED IN THESE DRAWINGS MUST BE REVIEWED BY THE ENGINEER. 6. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, OR ACCESSORIES REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS. 7. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED TO EXPOSED CLEAN AGGREGATE SOLIDLY EMBEDDED. B. THE CONTRACTOR SHALL FURNISH AND INSTALL 1/2" PRE- MOLDED EXPANSION JOINTS IN ALL EXTERIOR WALKS AND SLABS AS INDICATED ON DRAWINGS, BUT IN NO CASE MORE THAN 24' -0" O.C. 9. FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL WITH NOT LESS THAN 5/8" NOMINAL DIAMETER STEEL ANCHOR BOLTS EMBEDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND SPACED NOT MORE THAN 4' APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12' OF EACH END OF EACH PIECE NOT CLOSER THAN 7 BOLT DIA. FROM THE END OF EACH PIECE. A NUT AND 3x3x0.229 PLATE WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. 10, WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE OR REINFORCEMENT. NONPOTABLE WATER SHALL NOT BE USED IN CONCRETE. 11. CONCRETE SHALL BE DEPOSITED AS NEARLY AS PRACTICABLE IN ITS FINAL POSITION TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING. CONCRETE SHALL BE CARRIED ON AT SUCH A RATE THAT CONCRETE IS AT ALL TIMES PLASTIC AND FLOWS READILY INTO SPACES BETWEEN REINFORCEMENT CONCRETE THAT HAS PARTIALLY HARDENED OR BEEN CONTAMINATED BY FOREIGN MATERIAL SHALL NOT BE DEPOSITED IN THE STRUCTURE. 12. ADDITIVES AND ADMIXTURES TO CONCRETE SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER OF RECORD. 13. THE EXTERIOR FLATWORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT INDEPENDENTLY OF THE WALLS AND FOUNDATION SYSTEM. SEE CIVIL / ARCH. PLANS FOR EXTERIOR FLATWORK INFO. 14. FOOTINGS SHALL BE LOCATED ON CENTER LINE OF WALL, PILASTER, OR COLUMN UNLESS OTHERWISE NOTED. 15. AGGREGATES SHALL CONFORM TO ASTM C33. 16. CONCRETE MIXES SHALL BE DESIGNED BY A TESTING LABORATORY APPROVED BY THE ENGINEER. MIXES SHALL CONFORM TO APPLICABLE BUILDING CODE REQUIREMENTS, REGARDLESS OF OTHER MINIMUM REQUIREMENTS SPECIFIED HEREIN OR ON THE DRAWINGS. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE USE. DESIGNS SHALL SHOW PROPORTIONS OF CEMENT, FINE AND COARSE AGGREGATES AND WATER, AND GRADATION OF COMBINED AGGREGATES. 17. PROVIDE 3/4" CHAMFER AT EXPOSED EDGES OF CONCRETE, UNLESS OTHERWISE SHOWN. 18. SECURE REINFORCING, ANCHOR BOLTS, INSERTS, ETC, RIGIDLY IN PLACE PRIOR TO POURING CONCRETE. 19. SUPPORT HORIZONTAL REINFORCING ON GALVANIZED CHAIRS EXCEPT MORTAR BLOCKS OR OTHER APPROVED METHOD OF SUPPORT AT FOOTINGS, AND SLABS ON GRADE. NOTE THAT BRACING AND LIFT INSERTS, AND CHAIRS AT TILT -UP PANELS, NEED NOT BE GALVANIZED BUT SHALL HAVE PLASTIC TIPS. 20. REMOVE FORMS AT FOLLOWING MINIMUM TIMES AFTER POURING: AT SLAB EDGES - 24 HOURS; AT WALLS LESS THAN 4' HIGH - 36 HOURS. 21, CONSTRUCT FORMWORK TO MAINTAIN TOLERANCE AS OUTLINED IN ACI 347. FORMWORK SHALL BE REUSED IN ACCORDANCE WITH ACI 347, 22, TRENCHING OF GRADE BEAMS SHALL BE EXCAVATED IN ORDER TO PROVIDE THE BEAM CROSS SECTION INDICATED. BEAM AND SLAB DEPTHS AND WIDTHS AS INDICATED ARE MINUMUM ACCEPTABLE SIZES, LARGER SIZE BEAMS AND SLABS FORMED BY LESS ACCURATE TRENCHING MAY REQUIRE ADDITIONAL REINFORCING NOT SHOWN WHICH SHALL BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION REVIEW. ALL LOOSE DIRT FROM SIDES AND BOTTOMS OF TRENCHES SHALL BE REMOVED, HAUCHES SHALL BE CUT ON EACH SIED OF TRENCHS OF ADEQUATE SIZE TO MAINTAIN THE VERTICAL SIDES OF THE TRENCH. 1 CONCRETE NOTES PIPES PERMITTED IN THIS AREA NORMAL BOT.. OF FTG.J, -1" CLEAR BETWEEN a. 18" MIN. PIPE AND SLEEVE. (TYP.) �\ M1 CONCRETE FILL TO BED PLACED BEFORE FOOTING z IS POURED - MAKE m ° a IT 2 9 SAME WIDTH AS FOOTING AND FULL WIDTH OF :III. -III .III- IL - PIPE TRENCH. (TYP.) FOR PIPES PASSING UNDER 2 =11 FOOTING 36' OR LESS BELOW PIPES IN BACKFIL LED TRENCHES e NORMAL BOTTOM OF FOOTING oPARALLEL TO FOOTINGS U 2 NOTE: 1 SEE TYPICAL STEPPED FOOTING DETAIL `ro n FOR REINFORCING. _ FOR PIPES PASSING UNDER FOOTING OVER 36' BELOW NORMAL BOTTOM OF FOOTING, STEPPED FOOTING IS REO'D. 2 RELATIONSHIP OF PIPE_ S TRENCHES TO FOOTMOS NO SCALE Its U Z LLI_z W m H � O [, U) zo Cis k Z F OQON U LQ� Q ] wU OG 3zz o� Fy o W O un 0 O- U v a "J m w c 0 N m w E 'm m d N 7Z5 C RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 v Co Co T� N lu`V r J LU N V 4 V w �n a V � �dL7T J ~ J 0 a Oz> a C � 3 o m a `o sheet Toff S1.2 RIGID HORIZONTAL SURFACE, SUCH AS A �J C CONCRETE SLAB, EXPOSED TO THE WEATHER: (NO. 8 AND SMALLER) 1 SEE REINFORCING 3 3" SEE REINFORCING ( (NO. 9 THROUGH NO. 18) -2 SCHEDULE FOR SPLICE C CL SCHEDULE FOR SPLICE N NOTES: LENGTH AND INFO. L LENGTH AND INFO. 1 1. PLACE REINF. AT MID - THICKNESS FOR SLABS ON GROUND BUT MAINTAIN - _ ABOVE CLEARANCES. G _ A IS RESPONSIBLE FOR A MEET THE ABOVE CLEARANCES &ALL OTHER CLEARANCES REQUIRED BY 70 - - Q THESE PLANS AND ACT. TYP. ® ALL CONCRETE. CONTACT THE ENGINEER IF roa FABRICATION. 11 ALL SPLICES I SAME SIZE REBAR AS THE LARGEST NOTE REBAR REQUIRED IN EITHER OF THE - FOOTINGS, ETC. SHALL BE AS SPECIFIED IN NOTE 14. VERIFY WALL BARS 1. TWO FOOTINGS, SAME NUMBER OF ih SHALL BE SPLICED AT OR NEAR FLOOR LINES, BARS MAY BE WIRED TOGETHER AT ALL REINFORCEMENT SHALL BE BENT COLD, UNLESS OTHERWISE PERMITTED BY BARS AS IN THE SMALLER FOOTING SPLICES OR LAPS EXCEPT FOR TOP REINF. OF BEAM AND SLABS, OR WHERE THE BUILDING OFFICIAL. LINED UP WITH THE BARS IN THE SPECIFICALLY DETAILED TO BE SEPARATED, ALL REINF. SPLICES OR LAP SPLICES SMALLER FOOTING L SEE REINFORCING SHALL BE LOCATED AS INDICATED ON THE PLANS IF SPLICE OR LAP LOCATIONS 2. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT, L SCHEDULE FOR SPLICE ARE NOT INDICATED ALL LAP & SPLICES SHALL BE STAGGERED 2' -0" O.C. EXCEPT AS SHOWN ON THE DESIGN DRAWINGS OR PERMITTED BY THE LENGTH AND INFO. BUILDING OFFICIAL, GRADE BEAM (SEE FOUNDATION GRADE BEAM (SEE FOUNDATION 12. CONCRETE SHALL NOT BE DROPPED THROUGH REINF. STEEL (AS IN WALL) SO AS PLAN FOR MORE INFO.) PLAN FOR MORE INFO. TO CAUSE SEGREGATION OF AGGREGATES, IN SUCH CASES, HOPPERS AND VERTICAL SHALL BE USED. CHUTES OR TRUNKS SMALLER F LARGER OF THE TWO GRADE BEAMS CHUTES OR TRUNKS SHALL BE OF VARIABLE STAND_ ARD HOOK DETAILS IN THE DEPTH TD M DIMENSION) BEAMS ( LENGTHS SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED IN THE DEPTH DIMENSION) FIVE (5) FEET AND SUFFICIENT NUMBER SHALL BE USED TO INSURE THE NO SCALE SECTION CONCRETE BEING LEVEL AT ALL TIMES. / B ` 13. REINFORCING BARS SHALL NOT BE RE -BENT WITHOUT APPROVAL OF ENGINEER, 4db OR BENDS SHALL BE MADE COLD. L2 1/2" MIN. 180' HOOK 6 SPLICE AT DIFFERENT SIZE GRADE BEAM_ S 14 (WHERE APPLICABLE) - -_- NO SCALE _. SINGLE 4db OR BUILDING WALL ABOVE �\ ';'. ELEVATION OF COMPACTED VERTICAL \\ OR UNDISTURBED WALL B ABOVE - } ADJACENT SOIL LOCATIONS 5' SLOPE BARS ADDITIONAL FOOTING DEPTH _._ 180' HOOK MAY BE REQUIRED TO MEET-\\ REQUIREMENTS. ACONTRACTOR I ,- 45'MMAX, & CIVIL ENGINEER MUST III III COORDINATE THE REQUIRED'' 6" CLR. MIN., DEPTH OF FOOTING IF III TYP. & 12 VERTICAL APPLICABLE CLR. MAX. BARS ® I -- WALL FOOTING DEPTH AS- U.N.O. LOCATIONS REQUIRED BY THE PLANS - (THE FOOTING DEPTH "IaI MUST BE AT LEAST AS W W DOUBLE DEEP AS REQUIRED BY THE PROJECT SOILS REPORT CONTACT THE ___ �E, ENGINEER IF THERE ARE BY THE PLANS AS REQUIRED THIS DETAIL DOES NOT APPLY TO PAD FOOTINGS ANY DISCREPANCIES NOTE: 10 TERMINATION OF CONCRETE THIS DETAIL ADDRESSES ADJACENT GRADE LOCATIONS W/ RESPECT TO THE y FOUNDATION. SEE THE FOUNDATION & CIVIL PLANS FOR MORE INFO, ALSO SEE "FOUNDATION NOTES" DETAIL FOR MORE INFO. BEAM /WALL 7 ADJACENT GRADES TO FTG. 2- #6 AT HEAD UNLESS NOTED OTHERWISE 2 - #5 TYPICAL (1) #4x48" LONG AT CORNERS TOTE: LEE "TYPICAL REINFORCEMENT AT PANEL OPENINGS (AND KNOCKOUTS)" FOF YPICAL CONCRETE WALL PANEL REINFORCING. g OPENING IN CONC" FLOOR SLAB OR WALLI NO SCALE TYPICAL REINFORCEMENT SPLICES & EMBEDMENT LENGTH REBAR EMBEDMENT EMBEDMENT SIZE SPLICE LENGTH, INCHES W/ HOOK W/O HOOK #3 24" 9" 21•, #4 32" 12" 27" #5 40" 15" 33" #6 48" 18" 38" #7 69" 21" 53" #8 78" 24" 59" #9 88" 27" 65" #10 98" 31" 73" #11 108" 35" 81" SPLICE EMBEDMENT LENGTH LENGTH INTO CONCRETE REBAR TO BE STANDARD SPLICED HOOK 1 BAR DIARMETER� - CONCRETE SURFACE OR MAX. JOINT IN CONCRETE 15. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL. 16. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY ACCESSORIES AND SMALL BE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH THE LATEST EDITION OF THE CRSI " MANUAL OF STANDARD PRACTICE" 3 REINFORCING 1�6DDIA_'.s�.i,�s.,'J�.., � °. °hl az o Z �D N � DOUBLE CURTAIN �� 32 DIA's 16 DIA's 12" MIN. o2r SINGLE CURTAIN 4 REINFORCING LAPS AT CONC. WALL APE) FOOTMO MERSEC710N NO SCALE 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 OF THE 2009 INTERNATIONAL BUILDING CODE TO ALL REQUIREMENTS OF ACI 318 -08, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, EXCEPT AS MODIFIED BY THE SUPPLEMENT REQUIRED BELOW. 2, MIX DESIGN REQUIREMENTS: a) CONCRETE MIX SHALL BE PLACED WITH THE FOLLOWING CEMENT TYPES. MAXIMUM WATER /CEMENT RATIOS, COMPRESSIVE STRENGTHS (Vc), AND MAXIMUM SIZE AGGREGATE. SULFATE EXPOSURE SHALL BE OBTAINED DIRECTLY BY THE CONTRACTOR FROM THE PROJECT'S SOILS ENGINEER AT THE TIME OF THE BUILDING PADS CONSTRUCTION MAXIMUM Vc (PSI) MIN 0 28 DAYS U.N.O. SULFATE CEMENT WATER/ WALLS PLYWOOD EXPOSURE TYPE CEMENT S.O.G. FOUND. COLUMN ABV GRID TOPPING BEAMS FLOOR DECK SLAB NEGLIGIBLE II 0.45 3000 3000 3000 3000 LT 2500 LT (0 -150 PPM) WT CONC. WT CONC. MODERATE A 45 . 4000 4000 4000 N A N (150 -1500 PPM) II 0 / / SEVERE A N/A 4500 450 .0 4500 N (1500 -10000 PPM) II 0 / VERY SEVERE V+ (OVER 10000 PPM) POZZOLAN 0.45 4500 4500 4500 N/A N/A MAXIMUM SIZE AGGREGATE 1 1/2" 1 1/2" 1" 3/8 3/8 *SEE PANEL ELEVATIONS (WHERE APPLICABLE) FOR SPECIAL MINIMUM f'c. WHERE SULFATES ARE PRESENT, THE ABOVE TABLE SHALL GOVERN IF THE TABLE VALUES ARE HIGHER. WALLS Vc ALSO IS APPLICABLE FOR RETAINING WALLS. b) CONCRETE SLUMP SHALL BE DESIGNED TO 4 ". ALL CONCRETE WITH SLUMPS IN EXCESS OF 5" SHALL BE REJECTED AND NOT USED. c) THE CONCRETE SUPPLIER MUST BEAR THE TOTAL RESPONSIBILITY THAT THE MIX DESIGNS WILL ATTAIN THE REQUIRED STRENGTH AND SHRINKAGE CHARACTERISTICS. ACCEPTANCE OF MIX DESIGN WILL BE BASED ONLY ON CONFORMANCE OF SPECIFIED DESIGN STRENGTH AND DESIGN SLUMP. 3. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. SLEEVES SHALL BE WRAPPED WITH EXPANSION JOINT FILLER MATERIAL TO ALLOW CONCRETE TO CURE WITHOUT RESTRAINT. PIPES OR CONDUITS EXCEEDING ONE -THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILS SEE MECHANICAL AND / OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. 4. ALL REINFORCING STEEL, WIRE MESH, ANCHOR BOLTS, HOEDOWN ANCHORS, AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. 5. LOCATION OF CONSTRUCTION OR POUR JOINTS NOT SPECIFIED IN THESE DRAWINGS MUST BE REVIEWED BY THE ENGINEER. 6. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, OR ACCESSORIES REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS. 7. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED TO EXPOSED CLEAN AGGREGATE SOLIDLY EMBEDDED. B. THE CONTRACTOR SHALL FURNISH AND INSTALL 1/2" PRE- MOLDED EXPANSION JOINTS IN ALL EXTERIOR WALKS AND SLABS AS INDICATED ON DRAWINGS, BUT IN NO CASE MORE THAN 24' -0" O.C. 9. FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL WITH NOT LESS THAN 5/8" NOMINAL DIAMETER STEEL ANCHOR BOLTS EMBEDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND SPACED NOT MORE THAN 4' APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12' OF EACH END OF EACH PIECE NOT CLOSER THAN 7 BOLT DIA. FROM THE END OF EACH PIECE. A NUT AND 3x3x0.229 PLATE WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. 10, WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE OR REINFORCEMENT. NONPOTABLE WATER SHALL NOT BE USED IN CONCRETE. 11. CONCRETE SHALL BE DEPOSITED AS NEARLY AS PRACTICABLE IN ITS FINAL POSITION TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING. CONCRETE SHALL BE CARRIED ON AT SUCH A RATE THAT CONCRETE IS AT ALL TIMES PLASTIC AND FLOWS READILY INTO SPACES BETWEEN REINFORCEMENT CONCRETE THAT HAS PARTIALLY HARDENED OR BEEN CONTAMINATED BY FOREIGN MATERIAL SHALL NOT BE DEPOSITED IN THE STRUCTURE. 12. ADDITIVES AND ADMIXTURES TO CONCRETE SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER OF RECORD. 13. THE EXTERIOR FLATWORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT INDEPENDENTLY OF THE WALLS AND FOUNDATION SYSTEM. SEE CIVIL / ARCH. PLANS FOR EXTERIOR FLATWORK INFO. 14. FOOTINGS SHALL BE LOCATED ON CENTER LINE OF WALL, PILASTER, OR COLUMN UNLESS OTHERWISE NOTED. 15. AGGREGATES SHALL CONFORM TO ASTM C33. 16. CONCRETE MIXES SHALL BE DESIGNED BY A TESTING LABORATORY APPROVED BY THE ENGINEER. MIXES SHALL CONFORM TO APPLICABLE BUILDING CODE REQUIREMENTS, REGARDLESS OF OTHER MINIMUM REQUIREMENTS SPECIFIED HEREIN OR ON THE DRAWINGS. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE USE. DESIGNS SHALL SHOW PROPORTIONS OF CEMENT, FINE AND COARSE AGGREGATES AND WATER, AND GRADATION OF COMBINED AGGREGATES. 17. PROVIDE 3/4" CHAMFER AT EXPOSED EDGES OF CONCRETE, UNLESS OTHERWISE SHOWN. 18. SECURE REINFORCING, ANCHOR BOLTS, INSERTS, ETC, RIGIDLY IN PLACE PRIOR TO POURING CONCRETE. 19. SUPPORT HORIZONTAL REINFORCING ON GALVANIZED CHAIRS EXCEPT MORTAR BLOCKS OR OTHER APPROVED METHOD OF SUPPORT AT FOOTINGS, AND SLABS ON GRADE. NOTE THAT BRACING AND LIFT INSERTS, AND CHAIRS AT TILT -UP PANELS, NEED NOT BE GALVANIZED BUT SHALL HAVE PLASTIC TIPS. 20. REMOVE FORMS AT FOLLOWING MINIMUM TIMES AFTER POURING: AT SLAB EDGES - 24 HOURS; AT WALLS LESS THAN 4' HIGH - 36 HOURS. 21, CONSTRUCT FORMWORK TO MAINTAIN TOLERANCE AS OUTLINED IN ACI 347. FORMWORK SHALL BE REUSED IN ACCORDANCE WITH ACI 347, 22, TRENCHING OF GRADE BEAMS SHALL BE EXCAVATED IN ORDER TO PROVIDE THE BEAM CROSS SECTION INDICATED. BEAM AND SLAB DEPTHS AND WIDTHS AS INDICATED ARE MINUMUM ACCEPTABLE SIZES, LARGER SIZE BEAMS AND SLABS FORMED BY LESS ACCURATE TRENCHING MAY REQUIRE ADDITIONAL REINFORCING NOT SHOWN WHICH SHALL BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION REVIEW. ALL LOOSE DIRT FROM SIDES AND BOTTOMS OF TRENCHES SHALL BE REMOVED, HAUCHES SHALL BE CUT ON EACH SIED OF TRENCHS OF ADEQUATE SIZE TO MAINTAIN THE VERTICAL SIDES OF THE TRENCH. 1 CONCRETE NOTES PIPES PERMITTED IN THIS AREA NORMAL BOT.. OF FTG.J, -1" CLEAR BETWEEN a. 18" MIN. PIPE AND SLEEVE. (TYP.) �\ M1 CONCRETE FILL TO BED PLACED BEFORE FOOTING z IS POURED - MAKE m ° a IT 2 9 SAME WIDTH AS FOOTING AND FULL WIDTH OF :III. -III .III- IL - PIPE TRENCH. (TYP.) FOR PIPES PASSING UNDER 2 =11 FOOTING 36' OR LESS BELOW PIPES IN BACKFIL LED TRENCHES e NORMAL BOTTOM OF FOOTING oPARALLEL TO FOOTINGS U 2 NOTE: 1 SEE TYPICAL STEPPED FOOTING DETAIL `ro n FOR REINFORCING. _ FOR PIPES PASSING UNDER FOOTING OVER 36' BELOW NORMAL BOTTOM OF FOOTING, STEPPED FOOTING IS REO'D. 2 RELATIONSHIP OF PIPE_ S TRENCHES TO FOOTMOS NO SCALE Its U Z LLI_z W m H � O [, U) zo Cis k Z F OQON U LQ� Q ] wU OG 3zz o� Fy o W O un 0 O- U v a "J m w c 0 N m w E 'm m d N 7Z5 C RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 v Co Co T� N lu`V r J LU N V 4 V w �n a V � �dL7T J ~ J 0 a Oz> a C � 3 o m a `o sheet Toff S1.2 DOUBLE DEEP AS REQUIRED BY THE PROJECT SOILS REPORT CONTACT THE ___ �E, ENGINEER IF THERE ARE BY THE PLANS AS REQUIRED THIS DETAIL DOES NOT APPLY TO PAD FOOTINGS ANY DISCREPANCIES NOTE: 10 TERMINATION OF CONCRETE THIS DETAIL ADDRESSES ADJACENT GRADE LOCATIONS W/ RESPECT TO THE y FOUNDATION. SEE THE FOUNDATION & CIVIL PLANS FOR MORE INFO, ALSO SEE "FOUNDATION NOTES" DETAIL FOR MORE INFO. BEAM /WALL 7 ADJACENT GRADES TO FTG. 2- #6 AT HEAD UNLESS NOTED OTHERWISE 2 - #5 TYPICAL (1) #4x48" LONG AT CORNERS TOTE: LEE "TYPICAL REINFORCEMENT AT PANEL OPENINGS (AND KNOCKOUTS)" FOF YPICAL CONCRETE WALL PANEL REINFORCING. g OPENING IN CONC" FLOOR SLAB OR WALLI NO SCALE TYPICAL REINFORCEMENT SPLICES & EMBEDMENT LENGTH REBAR EMBEDMENT EMBEDMENT SIZE SPLICE LENGTH, INCHES W/ HOOK W/O HOOK #3 24" 9" 21•, #4 32" 12" 27" #5 40" 15" 33" #6 48" 18" 38" #7 69" 21" 53" #8 78" 24" 59" #9 88" 27" 65" #10 98" 31" 73" #11 108" 35" 81" SPLICE EMBEDMENT LENGTH LENGTH INTO CONCRETE REBAR TO BE STANDARD SPLICED HOOK 1 BAR DIARMETER� - CONCRETE SURFACE OR MAX. JOINT IN CONCRETE 15. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL. 16. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY ACCESSORIES AND SMALL BE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH THE LATEST EDITION OF THE CRSI " MANUAL OF STANDARD PRACTICE" 3 REINFORCING 1�6DDIA_'.s�.i,�s.,'J�.., � °. °hl az o Z �D N � DOUBLE CURTAIN �� 32 DIA's 16 DIA's 12" MIN. o2r SINGLE CURTAIN 4 REINFORCING LAPS AT CONC. WALL APE) FOOTMO MERSEC710N NO SCALE 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 OF THE 2009 INTERNATIONAL BUILDING CODE TO ALL REQUIREMENTS OF ACI 318 -08, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, EXCEPT AS MODIFIED BY THE SUPPLEMENT REQUIRED BELOW. 2, MIX DESIGN REQUIREMENTS: a) CONCRETE MIX SHALL BE PLACED WITH THE FOLLOWING CEMENT TYPES. MAXIMUM WATER /CEMENT RATIOS, COMPRESSIVE STRENGTHS (Vc), AND MAXIMUM SIZE AGGREGATE. SULFATE EXPOSURE SHALL BE OBTAINED DIRECTLY BY THE CONTRACTOR FROM THE PROJECT'S SOILS ENGINEER AT THE TIME OF THE BUILDING PADS CONSTRUCTION MAXIMUM Vc (PSI) MIN 0 28 DAYS U.N.O. SULFATE CEMENT WATER/ WALLS PLYWOOD EXPOSURE TYPE CEMENT S.O.G. FOUND. COLUMN ABV GRID TOPPING BEAMS FLOOR DECK SLAB NEGLIGIBLE II 0.45 3000 3000 3000 3000 LT 2500 LT (0 -150 PPM) WT CONC. WT CONC. MODERATE A 45 . 4000 4000 4000 N A N (150 -1500 PPM) II 0 / / SEVERE A N/A 4500 450 .0 4500 N (1500 -10000 PPM) II 0 / VERY SEVERE V+ (OVER 10000 PPM) POZZOLAN 0.45 4500 4500 4500 N/A N/A MAXIMUM SIZE AGGREGATE 1 1/2" 1 1/2" 1" 3/8 3/8 *SEE PANEL ELEVATIONS (WHERE APPLICABLE) FOR SPECIAL MINIMUM f'c. WHERE SULFATES ARE PRESENT, THE ABOVE TABLE SHALL GOVERN IF THE TABLE VALUES ARE HIGHER. WALLS Vc ALSO IS APPLICABLE FOR RETAINING WALLS. b) CONCRETE SLUMP SHALL BE DESIGNED TO 4 ". ALL CONCRETE WITH SLUMPS IN EXCESS OF 5" SHALL BE REJECTED AND NOT USED. c) THE CONCRETE SUPPLIER MUST BEAR THE TOTAL RESPONSIBILITY THAT THE MIX DESIGNS WILL ATTAIN THE REQUIRED STRENGTH AND SHRINKAGE CHARACTERISTICS. ACCEPTANCE OF MIX DESIGN WILL BE BASED ONLY ON CONFORMANCE OF SPECIFIED DESIGN STRENGTH AND DESIGN SLUMP. 3. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. SLEEVES SHALL BE WRAPPED WITH EXPANSION JOINT FILLER MATERIAL TO ALLOW CONCRETE TO CURE WITHOUT RESTRAINT. PIPES OR CONDUITS EXCEEDING ONE -THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILS SEE MECHANICAL AND / OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. 4. ALL REINFORCING STEEL, WIRE MESH, ANCHOR BOLTS, HOEDOWN ANCHORS, AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. 5. LOCATION OF CONSTRUCTION OR POUR JOINTS NOT SPECIFIED IN THESE DRAWINGS MUST BE REVIEWED BY THE ENGINEER. 6. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, OR ACCESSORIES REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS. 7. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED TO EXPOSED CLEAN AGGREGATE SOLIDLY EMBEDDED. B. THE CONTRACTOR SHALL FURNISH AND INSTALL 1/2" PRE- MOLDED EXPANSION JOINTS IN ALL EXTERIOR WALKS AND SLABS AS INDICATED ON DRAWINGS, BUT IN NO CASE MORE THAN 24' -0" O.C. 9. FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL WITH NOT LESS THAN 5/8" NOMINAL DIAMETER STEEL ANCHOR BOLTS EMBEDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND SPACED NOT MORE THAN 4' APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12' OF EACH END OF EACH PIECE NOT CLOSER THAN 7 BOLT DIA. FROM THE END OF EACH PIECE. A NUT AND 3x3x0.229 PLATE WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. 10, WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE OR REINFORCEMENT. NONPOTABLE WATER SHALL NOT BE USED IN CONCRETE. 11. CONCRETE SHALL BE DEPOSITED AS NEARLY AS PRACTICABLE IN ITS FINAL POSITION TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING. CONCRETE SHALL BE CARRIED ON AT SUCH A RATE THAT CONCRETE IS AT ALL TIMES PLASTIC AND FLOWS READILY INTO SPACES BETWEEN REINFORCEMENT CONCRETE THAT HAS PARTIALLY HARDENED OR BEEN CONTAMINATED BY FOREIGN MATERIAL SHALL NOT BE DEPOSITED IN THE STRUCTURE. 12. ADDITIVES AND ADMIXTURES TO CONCRETE SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER OF RECORD. 13. THE EXTERIOR FLATWORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT INDEPENDENTLY OF THE WALLS AND FOUNDATION SYSTEM. SEE CIVIL / ARCH. PLANS FOR EXTERIOR FLATWORK INFO. 14. FOOTINGS SHALL BE LOCATED ON CENTER LINE OF WALL, PILASTER, OR COLUMN UNLESS OTHERWISE NOTED. 15. AGGREGATES SHALL CONFORM TO ASTM C33. 16. CONCRETE MIXES SHALL BE DESIGNED BY A TESTING LABORATORY APPROVED BY THE ENGINEER. MIXES SHALL CONFORM TO APPLICABLE BUILDING CODE REQUIREMENTS, REGARDLESS OF OTHER MINIMUM REQUIREMENTS SPECIFIED HEREIN OR ON THE DRAWINGS. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE USE. DESIGNS SHALL SHOW PROPORTIONS OF CEMENT, FINE AND COARSE AGGREGATES AND WATER, AND GRADATION OF COMBINED AGGREGATES. 17. PROVIDE 3/4" CHAMFER AT EXPOSED EDGES OF CONCRETE, UNLESS OTHERWISE SHOWN. 18. SECURE REINFORCING, ANCHOR BOLTS, INSERTS, ETC, RIGIDLY IN PLACE PRIOR TO POURING CONCRETE. 19. SUPPORT HORIZONTAL REINFORCING ON GALVANIZED CHAIRS EXCEPT MORTAR BLOCKS OR OTHER APPROVED METHOD OF SUPPORT AT FOOTINGS, AND SLABS ON GRADE. NOTE THAT BRACING AND LIFT INSERTS, AND CHAIRS AT TILT -UP PANELS, NEED NOT BE GALVANIZED BUT SHALL HAVE PLASTIC TIPS. 20. REMOVE FORMS AT FOLLOWING MINIMUM TIMES AFTER POURING: AT SLAB EDGES - 24 HOURS; AT WALLS LESS THAN 4' HIGH - 36 HOURS. 21, CONSTRUCT FORMWORK TO MAINTAIN TOLERANCE AS OUTLINED IN ACI 347. FORMWORK SHALL BE REUSED IN ACCORDANCE WITH ACI 347, 22, TRENCHING OF GRADE BEAMS SHALL BE EXCAVATED IN ORDER TO PROVIDE THE BEAM CROSS SECTION INDICATED. BEAM AND SLAB DEPTHS AND WIDTHS AS INDICATED ARE MINUMUM ACCEPTABLE SIZES, LARGER SIZE BEAMS AND SLABS FORMED BY LESS ACCURATE TRENCHING MAY REQUIRE ADDITIONAL REINFORCING NOT SHOWN WHICH SHALL BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION REVIEW. ALL LOOSE DIRT FROM SIDES AND BOTTOMS OF TRENCHES SHALL BE REMOVED, HAUCHES SHALL BE CUT ON EACH SIED OF TRENCHS OF ADEQUATE SIZE TO MAINTAIN THE VERTICAL SIDES OF THE TRENCH. 1 CONCRETE NOTES PIPES PERMITTED IN THIS AREA NORMAL BOT.. OF FTG.J, -1" CLEAR BETWEEN a. 18" MIN. PIPE AND SLEEVE. (TYP.) �\ M1 CONCRETE FILL TO BED PLACED BEFORE FOOTING z IS POURED - MAKE m ° a IT 2 9 SAME WIDTH AS FOOTING AND FULL WIDTH OF :III. -III .III- IL - PIPE TRENCH. (TYP.) FOR PIPES PASSING UNDER 2 =11 FOOTING 36' OR LESS BELOW PIPES IN BACKFIL LED TRENCHES e NORMAL BOTTOM OF FOOTING oPARALLEL TO FOOTINGS U 2 NOTE: 1 SEE TYPICAL STEPPED FOOTING DETAIL `ro n FOR REINFORCING. _ FOR PIPES PASSING UNDER FOOTING OVER 36' BELOW NORMAL BOTTOM OF FOOTING, STEPPED FOOTING IS REO'D. 2 RELATIONSHIP OF PIPE_ S TRENCHES TO FOOTMOS NO SCALE Its U Z LLI_z W m H � O [, U) zo Cis k Z F OQON U LQ� Q ] wU OG 3zz o� Fy o W O un 0 O- U v a "J m w c 0 N m w E 'm m d N 7Z5 C RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 v Co Co T� N lu`V r J LU N V 4 V w �n a V � �dL7T J ~ J 0 a Oz> a C � 3 o m a `o sheet Toff S1.2 2- #6 AT HEAD UNLESS NOTED OTHERWISE 2 - #5 TYPICAL (1) #4x48" LONG AT CORNERS TOTE: LEE "TYPICAL REINFORCEMENT AT PANEL OPENINGS (AND KNOCKOUTS)" FOF YPICAL CONCRETE WALL PANEL REINFORCING. g OPENING IN CONC" FLOOR SLAB OR WALLI NO SCALE TYPICAL REINFORCEMENT SPLICES & EMBEDMENT LENGTH REBAR EMBEDMENT EMBEDMENT SIZE SPLICE LENGTH, INCHES W/ HOOK W/O HOOK #3 24" 9" 21•, #4 32" 12" 27" #5 40" 15" 33" #6 48" 18" 38" #7 69" 21" 53" #8 78" 24" 59" #9 88" 27" 65" #10 98" 31" 73" #11 108" 35" 81" SPLICE EMBEDMENT LENGTH LENGTH INTO CONCRETE REBAR TO BE STANDARD SPLICED HOOK 1 BAR DIARMETER� - CONCRETE SURFACE OR MAX. JOINT IN CONCRETE 15. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL. 16. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY ACCESSORIES AND SMALL BE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH THE LATEST EDITION OF THE CRSI " MANUAL OF STANDARD PRACTICE" 3 REINFORCING 1�6DDIA_'.s�.i,�s.,'J�.., � °. °hl az o Z �D N � DOUBLE CURTAIN �� 32 DIA's 16 DIA's 12" MIN. o2r SINGLE CURTAIN 4 REINFORCING LAPS AT CONC. WALL APE) FOOTMO MERSEC710N NO SCALE 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 OF THE 2009 INTERNATIONAL BUILDING CODE TO ALL REQUIREMENTS OF ACI 318 -08, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, EXCEPT AS MODIFIED BY THE SUPPLEMENT REQUIRED BELOW. 2, MIX DESIGN REQUIREMENTS: a) CONCRETE MIX SHALL BE PLACED WITH THE FOLLOWING CEMENT TYPES. MAXIMUM WATER /CEMENT RATIOS, COMPRESSIVE STRENGTHS (Vc), AND MAXIMUM SIZE AGGREGATE. SULFATE EXPOSURE SHALL BE OBTAINED DIRECTLY BY THE CONTRACTOR FROM THE PROJECT'S SOILS ENGINEER AT THE TIME OF THE BUILDING PADS CONSTRUCTION MAXIMUM Vc (PSI) MIN 0 28 DAYS U.N.O. SULFATE CEMENT WATER/ WALLS PLYWOOD EXPOSURE TYPE CEMENT S.O.G. FOUND. COLUMN ABV GRID TOPPING BEAMS FLOOR DECK SLAB NEGLIGIBLE II 0.45 3000 3000 3000 3000 LT 2500 LT (0 -150 PPM) WT CONC. WT CONC. MODERATE A 45 . 4000 4000 4000 N A N (150 -1500 PPM) II 0 / / SEVERE A N/A 4500 450 .0 4500 N (1500 -10000 PPM) II 0 / VERY SEVERE V+ (OVER 10000 PPM) POZZOLAN 0.45 4500 4500 4500 N/A N/A MAXIMUM SIZE AGGREGATE 1 1/2" 1 1/2" 1" 3/8 3/8 *SEE PANEL ELEVATIONS (WHERE APPLICABLE) FOR SPECIAL MINIMUM f'c. WHERE SULFATES ARE PRESENT, THE ABOVE TABLE SHALL GOVERN IF THE TABLE VALUES ARE HIGHER. WALLS Vc ALSO IS APPLICABLE FOR RETAINING WALLS. b) CONCRETE SLUMP SHALL BE DESIGNED TO 4 ". ALL CONCRETE WITH SLUMPS IN EXCESS OF 5" SHALL BE REJECTED AND NOT USED. c) THE CONCRETE SUPPLIER MUST BEAR THE TOTAL RESPONSIBILITY THAT THE MIX DESIGNS WILL ATTAIN THE REQUIRED STRENGTH AND SHRINKAGE CHARACTERISTICS. ACCEPTANCE OF MIX DESIGN WILL BE BASED ONLY ON CONFORMANCE OF SPECIFIED DESIGN STRENGTH AND DESIGN SLUMP. 3. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. SLEEVES SHALL BE WRAPPED WITH EXPANSION JOINT FILLER MATERIAL TO ALLOW CONCRETE TO CURE WITHOUT RESTRAINT. PIPES OR CONDUITS EXCEEDING ONE -THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILS SEE MECHANICAL AND / OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. 4. ALL REINFORCING STEEL, WIRE MESH, ANCHOR BOLTS, HOEDOWN ANCHORS, AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. 5. LOCATION OF CONSTRUCTION OR POUR JOINTS NOT SPECIFIED IN THESE DRAWINGS MUST BE REVIEWED BY THE ENGINEER. 6. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, OR ACCESSORIES REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS. 7. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED TO EXPOSED CLEAN AGGREGATE SOLIDLY EMBEDDED. B. THE CONTRACTOR SHALL FURNISH AND INSTALL 1/2" PRE- MOLDED EXPANSION JOINTS IN ALL EXTERIOR WALKS AND SLABS AS INDICATED ON DRAWINGS, BUT IN NO CASE MORE THAN 24' -0" O.C. 9. FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL WITH NOT LESS THAN 5/8" NOMINAL DIAMETER STEEL ANCHOR BOLTS EMBEDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND SPACED NOT MORE THAN 4' APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12' OF EACH END OF EACH PIECE NOT CLOSER THAN 7 BOLT DIA. FROM THE END OF EACH PIECE. A NUT AND 3x3x0.229 PLATE WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. 10, WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE OR REINFORCEMENT. NONPOTABLE WATER SHALL NOT BE USED IN CONCRETE. 11. CONCRETE SHALL BE DEPOSITED AS NEARLY AS PRACTICABLE IN ITS FINAL POSITION TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING. CONCRETE SHALL BE CARRIED ON AT SUCH A RATE THAT CONCRETE IS AT ALL TIMES PLASTIC AND FLOWS READILY INTO SPACES BETWEEN REINFORCEMENT CONCRETE THAT HAS PARTIALLY HARDENED OR BEEN CONTAMINATED BY FOREIGN MATERIAL SHALL NOT BE DEPOSITED IN THE STRUCTURE. 12. ADDITIVES AND ADMIXTURES TO CONCRETE SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER OF RECORD. 13. THE EXTERIOR FLATWORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT INDEPENDENTLY OF THE WALLS AND FOUNDATION SYSTEM. SEE CIVIL / ARCH. PLANS FOR EXTERIOR FLATWORK INFO. 14. FOOTINGS SHALL BE LOCATED ON CENTER LINE OF WALL, PILASTER, OR COLUMN UNLESS OTHERWISE NOTED. 15. AGGREGATES SHALL CONFORM TO ASTM C33. 16. CONCRETE MIXES SHALL BE DESIGNED BY A TESTING LABORATORY APPROVED BY THE ENGINEER. MIXES SHALL CONFORM TO APPLICABLE BUILDING CODE REQUIREMENTS, REGARDLESS OF OTHER MINIMUM REQUIREMENTS SPECIFIED HEREIN OR ON THE DRAWINGS. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE USE. DESIGNS SHALL SHOW PROPORTIONS OF CEMENT, FINE AND COARSE AGGREGATES AND WATER, AND GRADATION OF COMBINED AGGREGATES. 17. PROVIDE 3/4" CHAMFER AT EXPOSED EDGES OF CONCRETE, UNLESS OTHERWISE SHOWN. 18. SECURE REINFORCING, ANCHOR BOLTS, INSERTS, ETC, RIGIDLY IN PLACE PRIOR TO POURING CONCRETE. 19. SUPPORT HORIZONTAL REINFORCING ON GALVANIZED CHAIRS EXCEPT MORTAR BLOCKS OR OTHER APPROVED METHOD OF SUPPORT AT FOOTINGS, AND SLABS ON GRADE. NOTE THAT BRACING AND LIFT INSERTS, AND CHAIRS AT TILT -UP PANELS, NEED NOT BE GALVANIZED BUT SHALL HAVE PLASTIC TIPS. 20. REMOVE FORMS AT FOLLOWING MINIMUM TIMES AFTER POURING: AT SLAB EDGES - 24 HOURS; AT WALLS LESS THAN 4' HIGH - 36 HOURS. 21, CONSTRUCT FORMWORK TO MAINTAIN TOLERANCE AS OUTLINED IN ACI 347. FORMWORK SHALL BE REUSED IN ACCORDANCE WITH ACI 347, 22, TRENCHING OF GRADE BEAMS SHALL BE EXCAVATED IN ORDER TO PROVIDE THE BEAM CROSS SECTION INDICATED. BEAM AND SLAB DEPTHS AND WIDTHS AS INDICATED ARE MINUMUM ACCEPTABLE SIZES, LARGER SIZE BEAMS AND SLABS FORMED BY LESS ACCURATE TRENCHING MAY REQUIRE ADDITIONAL REINFORCING NOT SHOWN WHICH SHALL BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION REVIEW. ALL LOOSE DIRT FROM SIDES AND BOTTOMS OF TRENCHES SHALL BE REMOVED, HAUCHES SHALL BE CUT ON EACH SIED OF TRENCHS OF ADEQUATE SIZE TO MAINTAIN THE VERTICAL SIDES OF THE TRENCH. 1 CONCRETE NOTES PIPES PERMITTED IN THIS AREA NORMAL BOT.. OF FTG.J, -1" CLEAR BETWEEN a. 18" MIN. PIPE AND SLEEVE. (TYP.) �\ M1 CONCRETE FILL TO BED PLACED BEFORE FOOTING z IS POURED - MAKE m ° a IT 2 9 SAME WIDTH AS FOOTING AND FULL WIDTH OF :III. -III .III- IL - PIPE TRENCH. (TYP.) FOR PIPES PASSING UNDER 2 =11 FOOTING 36' OR LESS BELOW PIPES IN BACKFIL LED TRENCHES e NORMAL BOTTOM OF FOOTING oPARALLEL TO FOOTINGS U 2 NOTE: 1 SEE TYPICAL STEPPED FOOTING DETAIL `ro n FOR REINFORCING. _ FOR PIPES PASSING UNDER FOOTING OVER 36' BELOW NORMAL BOTTOM OF FOOTING, STEPPED FOOTING IS REO'D. 2 RELATIONSHIP OF PIPE_ S TRENCHES TO FOOTMOS NO SCALE Its U Z LLI_z W m H � O [, U) zo Cis k Z F OQON U LQ� Q ] wU OG 3zz o� Fy o W O un 0 O- U v a "J m w c 0 N m w E 'm m d N 7Z5 C RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 v Co Co T� N lu`V r J LU N V 4 V w �n a V � �dL7T J ~ J 0 a Oz> a C � 3 o m a `o sheet Toff S1.2 15. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL. 16. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY ACCESSORIES AND SMALL BE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH THE LATEST EDITION OF THE CRSI " MANUAL OF STANDARD PRACTICE" 3 REINFORCING 1�6DDIA_'.s�.i,�s.,'J�.., � °. °hl az o Z �D N � DOUBLE CURTAIN �� 32 DIA's 16 DIA's 12" MIN. o2r SINGLE CURTAIN 4 REINFORCING LAPS AT CONC. WALL APE) FOOTMO MERSEC710N NO SCALE 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 OF THE 2009 INTERNATIONAL BUILDING CODE TO ALL REQUIREMENTS OF ACI 318 -08, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, EXCEPT AS MODIFIED BY THE SUPPLEMENT REQUIRED BELOW. 2, MIX DESIGN REQUIREMENTS: a) CONCRETE MIX SHALL BE PLACED WITH THE FOLLOWING CEMENT TYPES. MAXIMUM WATER /CEMENT RATIOS, COMPRESSIVE STRENGTHS (Vc), AND MAXIMUM SIZE AGGREGATE. SULFATE EXPOSURE SHALL BE OBTAINED DIRECTLY BY THE CONTRACTOR FROM THE PROJECT'S SOILS ENGINEER AT THE TIME OF THE BUILDING PADS CONSTRUCTION MAXIMUM Vc (PSI) MIN 0 28 DAYS U.N.O. SULFATE CEMENT WATER/ WALLS PLYWOOD EXPOSURE TYPE CEMENT S.O.G. FOUND. COLUMN ABV GRID TOPPING BEAMS FLOOR DECK SLAB NEGLIGIBLE II 0.45 3000 3000 3000 3000 LT 2500 LT (0 -150 PPM) WT CONC. WT CONC. MODERATE A 45 . 4000 4000 4000 N A N (150 -1500 PPM) II 0 / / SEVERE A N/A 4500 450 .0 4500 N (1500 -10000 PPM) II 0 / VERY SEVERE V+ (OVER 10000 PPM) POZZOLAN 0.45 4500 4500 4500 N/A N/A MAXIMUM SIZE AGGREGATE 1 1/2" 1 1/2" 1" 3/8 3/8 *SEE PANEL ELEVATIONS (WHERE APPLICABLE) FOR SPECIAL MINIMUM f'c. WHERE SULFATES ARE PRESENT, THE ABOVE TABLE SHALL GOVERN IF THE TABLE VALUES ARE HIGHER. WALLS Vc ALSO IS APPLICABLE FOR RETAINING WALLS. b) CONCRETE SLUMP SHALL BE DESIGNED TO 4 ". ALL CONCRETE WITH SLUMPS IN EXCESS OF 5" SHALL BE REJECTED AND NOT USED. c) THE CONCRETE SUPPLIER MUST BEAR THE TOTAL RESPONSIBILITY THAT THE MIX DESIGNS WILL ATTAIN THE REQUIRED STRENGTH AND SHRINKAGE CHARACTERISTICS. ACCEPTANCE OF MIX DESIGN WILL BE BASED ONLY ON CONFORMANCE OF SPECIFIED DESIGN STRENGTH AND DESIGN SLUMP. 3. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. SLEEVES SHALL BE WRAPPED WITH EXPANSION JOINT FILLER MATERIAL TO ALLOW CONCRETE TO CURE WITHOUT RESTRAINT. PIPES OR CONDUITS EXCEEDING ONE -THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILS SEE MECHANICAL AND / OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. 4. ALL REINFORCING STEEL, WIRE MESH, ANCHOR BOLTS, HOEDOWN ANCHORS, AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. 5. LOCATION OF CONSTRUCTION OR POUR JOINTS NOT SPECIFIED IN THESE DRAWINGS MUST BE REVIEWED BY THE ENGINEER. 6. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, OR ACCESSORIES REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS. 7. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED TO EXPOSED CLEAN AGGREGATE SOLIDLY EMBEDDED. B. THE CONTRACTOR SHALL FURNISH AND INSTALL 1/2" PRE- MOLDED EXPANSION JOINTS IN ALL EXTERIOR WALKS AND SLABS AS INDICATED ON DRAWINGS, BUT IN NO CASE MORE THAN 24' -0" O.C. 9. FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL WITH NOT LESS THAN 5/8" NOMINAL DIAMETER STEEL ANCHOR BOLTS EMBEDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND SPACED NOT MORE THAN 4' APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12' OF EACH END OF EACH PIECE NOT CLOSER THAN 7 BOLT DIA. FROM THE END OF EACH PIECE. A NUT AND 3x3x0.229 PLATE WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. 10, WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE OR REINFORCEMENT. NONPOTABLE WATER SHALL NOT BE USED IN CONCRETE. 11. CONCRETE SHALL BE DEPOSITED AS NEARLY AS PRACTICABLE IN ITS FINAL POSITION TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING. CONCRETE SHALL BE CARRIED ON AT SUCH A RATE THAT CONCRETE IS AT ALL TIMES PLASTIC AND FLOWS READILY INTO SPACES BETWEEN REINFORCEMENT CONCRETE THAT HAS PARTIALLY HARDENED OR BEEN CONTAMINATED BY FOREIGN MATERIAL SHALL NOT BE DEPOSITED IN THE STRUCTURE. 12. ADDITIVES AND ADMIXTURES TO CONCRETE SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER OF RECORD. 13. THE EXTERIOR FLATWORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT INDEPENDENTLY OF THE WALLS AND FOUNDATION SYSTEM. SEE CIVIL / ARCH. PLANS FOR EXTERIOR FLATWORK INFO. 14. FOOTINGS SHALL BE LOCATED ON CENTER LINE OF WALL, PILASTER, OR COLUMN UNLESS OTHERWISE NOTED. 15. AGGREGATES SHALL CONFORM TO ASTM C33. 16. CONCRETE MIXES SHALL BE DESIGNED BY A TESTING LABORATORY APPROVED BY THE ENGINEER. MIXES SHALL CONFORM TO APPLICABLE BUILDING CODE REQUIREMENTS, REGARDLESS OF OTHER MINIMUM REQUIREMENTS SPECIFIED HEREIN OR ON THE DRAWINGS. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE USE. DESIGNS SHALL SHOW PROPORTIONS OF CEMENT, FINE AND COARSE AGGREGATES AND WATER, AND GRADATION OF COMBINED AGGREGATES. 17. PROVIDE 3/4" CHAMFER AT EXPOSED EDGES OF CONCRETE, UNLESS OTHERWISE SHOWN. 18. SECURE REINFORCING, ANCHOR BOLTS, INSERTS, ETC, RIGIDLY IN PLACE PRIOR TO POURING CONCRETE. 19. SUPPORT HORIZONTAL REINFORCING ON GALVANIZED CHAIRS EXCEPT MORTAR BLOCKS OR OTHER APPROVED METHOD OF SUPPORT AT FOOTINGS, AND SLABS ON GRADE. NOTE THAT BRACING AND LIFT INSERTS, AND CHAIRS AT TILT -UP PANELS, NEED NOT BE GALVANIZED BUT SHALL HAVE PLASTIC TIPS. 20. REMOVE FORMS AT FOLLOWING MINIMUM TIMES AFTER POURING: AT SLAB EDGES - 24 HOURS; AT WALLS LESS THAN 4' HIGH - 36 HOURS. 21, CONSTRUCT FORMWORK TO MAINTAIN TOLERANCE AS OUTLINED IN ACI 347. FORMWORK SHALL BE REUSED IN ACCORDANCE WITH ACI 347, 22, TRENCHING OF GRADE BEAMS SHALL BE EXCAVATED IN ORDER TO PROVIDE THE BEAM CROSS SECTION INDICATED. BEAM AND SLAB DEPTHS AND WIDTHS AS INDICATED ARE MINUMUM ACCEPTABLE SIZES, LARGER SIZE BEAMS AND SLABS FORMED BY LESS ACCURATE TRENCHING MAY REQUIRE ADDITIONAL REINFORCING NOT SHOWN WHICH SHALL BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION REVIEW. ALL LOOSE DIRT FROM SIDES AND BOTTOMS OF TRENCHES SHALL BE REMOVED, HAUCHES SHALL BE CUT ON EACH SIED OF TRENCHS OF ADEQUATE SIZE TO MAINTAIN THE VERTICAL SIDES OF THE TRENCH. 1 CONCRETE NOTES PIPES PERMITTED IN THIS AREA NORMAL BOT.. OF FTG.J, -1" CLEAR BETWEEN a. 18" MIN. PIPE AND SLEEVE. (TYP.) �\ M1 CONCRETE FILL TO BED PLACED BEFORE FOOTING z IS POURED - MAKE m ° a IT 2 9 SAME WIDTH AS FOOTING AND FULL WIDTH OF :III. -III .III- IL - PIPE TRENCH. (TYP.) FOR PIPES PASSING UNDER 2 =11 FOOTING 36' OR LESS BELOW PIPES IN BACKFIL LED TRENCHES e NORMAL BOTTOM OF FOOTING oPARALLEL TO FOOTINGS U 2 NOTE: 1 SEE TYPICAL STEPPED FOOTING DETAIL `ro n FOR REINFORCING. _ FOR PIPES PASSING UNDER FOOTING OVER 36' BELOW NORMAL BOTTOM OF FOOTING, STEPPED FOOTING IS REO'D. 2 RELATIONSHIP OF PIPE_ S TRENCHES TO FOOTMOS NO SCALE Its U Z LLI_z W m H � O [, U) zo Cis k Z F OQON U LQ� Q ] wU OG 3zz o� Fy o W O un 0 O- U v a "J m w c 0 N m w E 'm m d N 7Z5 C RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 v Co Co T� N lu`V r J LU N V 4 V w �n a V � �dL7T J ~ J 0 a Oz> a C � 3 o m a `o sheet Toff S1.2 *SEE PANEL ELEVATIONS (WHERE APPLICABLE) FOR SPECIAL MINIMUM f'c. WHERE SULFATES ARE PRESENT, THE ABOVE TABLE SHALL GOVERN IF THE TABLE VALUES ARE HIGHER. WALLS Vc ALSO IS APPLICABLE FOR RETAINING WALLS. b) CONCRETE SLUMP SHALL BE DESIGNED TO 4 ". ALL CONCRETE WITH SLUMPS IN EXCESS OF 5" SHALL BE REJECTED AND NOT USED. c) THE CONCRETE SUPPLIER MUST BEAR THE TOTAL RESPONSIBILITY THAT THE MIX DESIGNS WILL ATTAIN THE REQUIRED STRENGTH AND SHRINKAGE CHARACTERISTICS. ACCEPTANCE OF MIX DESIGN WILL BE BASED ONLY ON CONFORMANCE OF SPECIFIED DESIGN STRENGTH AND DESIGN SLUMP. 3. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. SLEEVES SHALL BE WRAPPED WITH EXPANSION JOINT FILLER MATERIAL TO ALLOW CONCRETE TO CURE WITHOUT RESTRAINT. PIPES OR CONDUITS EXCEEDING ONE -THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILS SEE MECHANICAL AND / OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. 4. ALL REINFORCING STEEL, WIRE MESH, ANCHOR BOLTS, HOEDOWN ANCHORS, AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. 5. LOCATION OF CONSTRUCTION OR POUR JOINTS NOT SPECIFIED IN THESE DRAWINGS MUST BE REVIEWED BY THE ENGINEER. 6. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, OR ACCESSORIES REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS. 7. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED TO EXPOSED CLEAN AGGREGATE SOLIDLY EMBEDDED. B. THE CONTRACTOR SHALL FURNISH AND INSTALL 1/2" PRE- MOLDED EXPANSION JOINTS IN ALL EXTERIOR WALKS AND SLABS AS INDICATED ON DRAWINGS, BUT IN NO CASE MORE THAN 24' -0" O.C. 9. FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL WITH NOT LESS THAN 5/8" NOMINAL DIAMETER STEEL ANCHOR BOLTS EMBEDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND SPACED NOT MORE THAN 4' APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12' OF EACH END OF EACH PIECE NOT CLOSER THAN 7 BOLT DIA. FROM THE END OF EACH PIECE. A NUT AND 3x3x0.229 PLATE WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. 10, WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE OR REINFORCEMENT. NONPOTABLE WATER SHALL NOT BE USED IN CONCRETE. 11. CONCRETE SHALL BE DEPOSITED AS NEARLY AS PRACTICABLE IN ITS FINAL POSITION TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING. CONCRETE SHALL BE CARRIED ON AT SUCH A RATE THAT CONCRETE IS AT ALL TIMES PLASTIC AND FLOWS READILY INTO SPACES BETWEEN REINFORCEMENT CONCRETE THAT HAS PARTIALLY HARDENED OR BEEN CONTAMINATED BY FOREIGN MATERIAL SHALL NOT BE DEPOSITED IN THE STRUCTURE. 12. ADDITIVES AND ADMIXTURES TO CONCRETE SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER OF RECORD. 13. THE EXTERIOR FLATWORK SHOULD BE POURED SEPARATELY IN ORDER TO ACT INDEPENDENTLY OF THE WALLS AND FOUNDATION SYSTEM. SEE CIVIL / ARCH. PLANS FOR EXTERIOR FLATWORK INFO. 14. FOOTINGS SHALL BE LOCATED ON CENTER LINE OF WALL, PILASTER, OR COLUMN UNLESS OTHERWISE NOTED. 15. AGGREGATES SHALL CONFORM TO ASTM C33. 16. CONCRETE MIXES SHALL BE DESIGNED BY A TESTING LABORATORY APPROVED BY THE ENGINEER. MIXES SHALL CONFORM TO APPLICABLE BUILDING CODE REQUIREMENTS, REGARDLESS OF OTHER MINIMUM REQUIREMENTS SPECIFIED HEREIN OR ON THE DRAWINGS. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE USE. DESIGNS SHALL SHOW PROPORTIONS OF CEMENT, FINE AND COARSE AGGREGATES AND WATER, AND GRADATION OF COMBINED AGGREGATES. 17. PROVIDE 3/4" CHAMFER AT EXPOSED EDGES OF CONCRETE, UNLESS OTHERWISE SHOWN. 18. SECURE REINFORCING, ANCHOR BOLTS, INSERTS, ETC, RIGIDLY IN PLACE PRIOR TO POURING CONCRETE. 19. SUPPORT HORIZONTAL REINFORCING ON GALVANIZED CHAIRS EXCEPT MORTAR BLOCKS OR OTHER APPROVED METHOD OF SUPPORT AT FOOTINGS, AND SLABS ON GRADE. NOTE THAT BRACING AND LIFT INSERTS, AND CHAIRS AT TILT -UP PANELS, NEED NOT BE GALVANIZED BUT SHALL HAVE PLASTIC TIPS. 20. REMOVE FORMS AT FOLLOWING MINIMUM TIMES AFTER POURING: AT SLAB EDGES - 24 HOURS; AT WALLS LESS THAN 4' HIGH - 36 HOURS. 21, CONSTRUCT FORMWORK TO MAINTAIN TOLERANCE AS OUTLINED IN ACI 347. FORMWORK SHALL BE REUSED IN ACCORDANCE WITH ACI 347, 22, TRENCHING OF GRADE BEAMS SHALL BE EXCAVATED IN ORDER TO PROVIDE THE BEAM CROSS SECTION INDICATED. BEAM AND SLAB DEPTHS AND WIDTHS AS INDICATED ARE MINUMUM ACCEPTABLE SIZES, LARGER SIZE BEAMS AND SLABS FORMED BY LESS ACCURATE TRENCHING MAY REQUIRE ADDITIONAL REINFORCING NOT SHOWN WHICH SHALL BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION REVIEW. ALL LOOSE DIRT FROM SIDES AND BOTTOMS OF TRENCHES SHALL BE REMOVED, HAUCHES SHALL BE CUT ON EACH SIED OF TRENCHS OF ADEQUATE SIZE TO MAINTAIN THE VERTICAL SIDES OF THE TRENCH. 1 CONCRETE NOTES PIPES PERMITTED IN THIS AREA NORMAL BOT.. OF FTG.J, -1" CLEAR BETWEEN a. 18" MIN. PIPE AND SLEEVE. (TYP.) �\ M1 CONCRETE FILL TO BED PLACED BEFORE FOOTING z IS POURED - MAKE m ° a IT 2 9 SAME WIDTH AS FOOTING AND FULL WIDTH OF :III. -III .III- IL - PIPE TRENCH. (TYP.) FOR PIPES PASSING UNDER 2 =11 FOOTING 36' OR LESS BELOW PIPES IN BACKFIL LED TRENCHES e NORMAL BOTTOM OF FOOTING oPARALLEL TO FOOTINGS U 2 NOTE: 1 SEE TYPICAL STEPPED FOOTING DETAIL `ro n FOR REINFORCING. _ FOR PIPES PASSING UNDER FOOTING OVER 36' BELOW NORMAL BOTTOM OF FOOTING, STEPPED FOOTING IS REO'D. 2 RELATIONSHIP OF PIPE_ S TRENCHES TO FOOTMOS NO SCALE Its U Z LLI_z W m H � O [, U) zo Cis k Z F OQON U LQ� Q ] wU OG 3zz o� Fy o W O un 0 O- U v a "J m w c 0 N m w E 'm m d N 7Z5 C RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 v Co Co T� N lu`V r J LU N V 4 V w �n a V � �dL7T J ~ J 0 a Oz> a C � 3 o m a `o sheet Toff S1.2 ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 v Co Co T� N lu`V r J LU N V 4 V w �n a V � �dL7T J ~ J 0 a Oz> a C � 3 o m a `o sheet Toff S1.2 (E) STEEL 7' MAX. OPENING DIMENSION (N) 8005162 -54 JOISTS 016" O.C. Y (E) STEEL OPENING FRAMING (E) STEEL JOIST (E) STEEL JOIST STEEL JOTS (E) a 0 a r OPENING FRAMING r \ rLAIV - I Tr. m) nuur Vrr-ININU YY/ lIN) INMILL �J STEEL J015T & NEI CK -(E) METAL DECK (E) METAL DECK - SEE ARCH'L. PLAN FOR WATER PROOFING- (E) TO (N) DECK INTERFACE METAL DECK TO MATCH THE FORM &GAGE OF OF THE (E) METAL DECK. ATTACH W/ #12 SMS W/ NEOPRENE WASHER ® EVERY DOWN FLUTE & ® 6" O.C. ® PANEL SEAMS & EDGES - L r (N) 80OS162 -54 INFILL JOIST ®16" O.C. (N) 8005162 -54 BLOCKING (CUT FLANGE & BEND WEB W/ (3) #12 SMS EA END TO PERPENDICULAR JOIST) S /JCT8 JOIST HANGER. WELD TO (E) FRAMING W/ 1/8" FILLET WELD TO TOP OF (E) SUPPORT OR IF THE (E) CONDITION ALLOWS USE (5) #10 SMS (1 ON TOP & 4 TO THE FACE OF (E) MEMBER AS SHOWN IN THE ICBO REPORT) IN PLACE OF WELDING THE HANGER TO THE TOP OF THE EXISTING SUPPORT, TYP. EA. END OF THE (N) JOIST. (N) METAL DECK TO MATCH THE FORM & GAGE OF THE (E) METAL DECK. ATTACH W/ #12 SMS W/ NEOPRENE WASHER ® EVERY DOWN FLUTE & ® 6" O.C. ® PANEL SEAMS & EDGES ��(N) 800S162 -54 BOX BEAM L70 CLIP ES OF (N) BOX BEAM J (N) 80OS162 -54 TO THE SIDE OF THE (N) JOISTS ®16" O.C. CROSS BOX BEAM 362T150 -54 (N) 8005162 -54 BOX BEAM (E) STEEL (E) STEEL JOIST 6' MAX. (E) OPENING DIMENSION (N) SMALLER OPENING WITHIN (E) OPENING - -- L_ -_ - -_ Y/ __ -.__ (E) I STEEL. JOIST (E) STEEL JOIST (E) STEEL OPENING FRAMING (N) BOOS162 -54 BOX BEAM (E) STEEL JOIST PLAN - TYP. (E) ROOF OPENING W/ (N) INFILL AND (N) SMALLER OPENING WITHIN THE INFILL )I� & ETAL DEC (N) METAL DECK TO MATCH THE FORM & GAGE OF THE (E) METAL DECK. ATTACH W/ #12 SMS W/ NEOPRENE WASHER ® EVERY DOWN FLUTE & ® 6" O.C. 0 PANEL SEAMS & EDGES (N) 800S162 -54 BOX BEAM J S /JCT8 JOIST HANGER. WELD TO (E) FRAMING W/ 1/8" (N) 800S162 -54 FILLET WELD TO TOP OF (E) SUPPORT OR IF THE (E) JOISTS @16" O.C. CONDITION ALLOWS USE (5) #10 SMS (1 ON TOP & 4 TO THE FACE OF (E) MEMBER AS SHOWN IN THE ICED REPORT) IN PLACE OF WELDING THE HANGER TO THE TOP OF THE EXISTING SUPPORT, TYP. EA. END OF THE (N) JOIST. A2 S /JCT8 JOIST HANGER. WELD TO (E) FRAMING N1'1 1/8" FILLET WELD TO TOP OF (E) SUPPORT OR IF THE (E) CONDITION ALLOWS USE (5) #10 SMS (1 ON TOP & 4 TO THE FACE OF (E) MEMBER AS SHOWN IN THE (E) OPENING FRAMING ICBO REPORT) IN PLACE OF WELDING THE HANGER TO THE TOP OF THE EXISTING SUPPORT, TYP. EA. END OF THE (N) JOIST. - IYY 89c. BOX BEAM 362T150 -54 NOTE: THE CONTRACTOR MUST PROVIDE ALL ADDITIONAL ROOFING /FLASHING & COORDINATE WITH THE APPROPRIATE DESIGN CONSULTANTS & ROOFING COMPANY SO THAT THE FRAMING SHOWN IN THIS DETAIL & THESE PLANS IS COMPLELY SEALED FROM WEATHER & TO ENSURE A ROOF WARFRANTE CAN BE OBTAINED AND BE TO THE BUILDING OWNERS SATISFACTION. 3 EXISTING ROOF OPENING WITH NEW INFILL ADDITIONAL LOADS APPUED WITHIN 6" OF PANEL CONE. LOAD POINTS DO NOT REQUIRE AUXILIARY WEBS. U.N.O. 1 1/2' MIN. PANEL POINT TYR TYPICAL TOP -NEW L 2x2xl/8" AUXILIARY CHORD WEB EACH SIDE OF WEB U.N.O. Co BOTTOM I - -_- - -_ -_ -_ /( CHORD PANEL POINT J o TYPICAL " °" LOAD TO TOP CHORD TOP CHORD jL f -1/2" MIN. TYP. _ BOTTOM .. CHORD LOADS APPLIED WITHIN 6" OF PANEL D POINTS DO NOT REQUIRE AUXIUARY WEBS. U.N.O. LOAD TO BOTTOM CHORD DOTE: I. NOTIFY THIS ENGINEER IF EXISTING STEEL TRUSS CONFIGURATION CONFLICTS WITH THE ADDITION OF THE AUXILIARY WEB MEMBERS AS SHOWN. ?. THE CONTRACTOR IS RESPONSIBLE FOR SHORING IN- SEVICE(ERECTED) TRUSSES DURING ALL WELDING PROCEEDURES. THE SHORING MUST REMAIN IN PLACE UNTIL ALL METAL COOLS. THE SHORING SOLUTION IS BY OTHERS, TYP. 5 FIELD INSTALLED AUXILIARY WEBS Q 318" (MIN) WHEN W = 1 5/8" d 1/2" (MIN) WHEN W = 1 5/5" d/3 MAX. (: v w rn _ 12' 24" O.C. MIN I � SECT101N ELEVATION PHYSICAL STRUCTURAL PROPERTIES - C STUDS PLAN SECTION MEMBER 'Sy WEIGHT AREA I x Sx Rx I y Ry CALLOUT SIZE DEPTH "d" W KSI GAGE (LBS /FT) (IN )x (IN )4 (IN )T (IN) (IN) (IN) PER SOMA) 3 5 /8 %20ga. 3625737 -33 3 5/8" 1 318" 33 20 080 0.236 0.479 0.264 1.424 0.059 0.501 5 /B "08ga. 3625137 -43 3 5/8" 1 318" 33 18 1.04 0.306 0.616 0.340 1.419 0.075 0.49 5 /8 "x16ga. 362S137 -54 3 5/8" 1 318" 50 16 1.29 0.379 0,756 0.417 1.411 0.091 0.49( 6 "x20ga, 6DOS162 -33 6" 1 v7_33 20 1.17 0.344 1.793 0.598 2.282 0.116 0.58' 6 "x18ga, 6005162 -43 6" 1 5/8" 33 18 1.52 0.347 2.316 0.772 2.276 0.148 0.57E 6 "x 16ga. 60OS162 -54 6" 1 5/8" 50 16 1.89 0.556 2.860 0.953 2.267 0.180 057( 6 "x14ga. 6005762 -68 6" 1 5/8" 50 14 2.36 0.693 3.525 1.175 2.255 0.218 0.56C 6 "x12p. 6005162 -97 6 1 5 /8" 50 12 3.29 0.966 4.797 1.599 2.229 0.283 0.54' 8 "x20go. 80OS162 -33 8" 1 5/8" 33 20 1 41 0.413 3.582 0,896 2.943 0.125 0.55C 8 "x78ga. 8005162 -43 8" 1 5 /8" SO 78 LB} 0.538 4.633 7.158 2.937 0.016 0.54E 8 "xi6ga. 8005762 -54 8" 1 5 /8" 50 16 2.28 0.067 5.736 1.434 2.927 0.194 0.535 NOTE: ALL STUDS REQUIRED BY THE STRUCTURAL PLANS MUST BE MANUFACTURED IN ACCORDANCE TO 5SMA MINIMUM STANDARDS AND HAVE MINIMUM SECTION PROPERTIES AS LISTED IN THE ABOVE TABLE. 4 STEEL STUD REQUIREMENTS All SSFI SOINS IN THE STRUCTURAL PLANS MUST MEET OR Rr.FFD THE ARM RFOIIIRNF Ri 1. ALL BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS, 2. ALL WELDING OF STRUCTURAL STEEL MEMBERS SHALL BE DONE BY CURRENTLY CERTIFIED WELDERS AND DONE IN CONFORMANCE WITH THE A.I.S.C. AND A.W.S. SPECIFICATIONS. ALL WELDING SHALL BE ACCOMPLISHED USING THE SHIELD METAL ARC WELDING PROCESS (SMAW WITH E7 -XX ELECTRODES OF THE SUBMERGED ARC WELDING PROCESS (SAW) WITH E7X -EXXX ELECTRODES OR THE FLUX -CORED ARC WELDING PROCESS (FCAW WITH E71T -8 ELECTRODES (E70T -4 ELECTRODES ALLOWED FOR SHOP WELDING ONLY) LOW HYDROGEN ELECTRODES SHALL BE USED AND KEPT DRY, AND PARENT METALS SHALL BE PREHEATED IN ACCORDANCE WITH AWS STANDARDS. NO WELDING PERMITTED ON MEMBERS SUPPORTING LOADS. 3. WHERE THE CONTRACTOR REQUESTS WELDING TO BE USED IN LIEU OF BOLTED CONNECTIONS SUCH WELDING SHALL BE DONE ONLY WITH THE ENGINEERS PRIOR APPROVAL. 4. HOLES PUNCHED OR DRILLED IN BEAMS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON THE DRAWING: HOLES FOR BOLTS SHALL BE 1/16" LARGER THAN THE NOMINAL DIAMETER OF THE BOLT WHERE CONNECTION IS OF SHEAR TYPE, AND 3/16" LARGER WHERE CONNECTION IS OF BEARING TYPE ON CONCRETE OR MASONRY. 5. ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHALL RECEIVE ONE SHOP COAT OF RED OXIDE OR ZINC CHROMATE OR APPROVED EQUAL BASE. 6. ALL STRUCTURAL & MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: a) WIDE FLANGE BEAMS AND COLUMNS TO BE ASTM A992 (Fy= 50ksi) IN ACCORDANCE WITH AISC. b) CHANNELS, ANGLES, BASE PLATES, AND MISCELLANEOUS METALS TO BE ASTM A36. Fy =36 KSI MIN. c) HIGH STRENGTH BOLTS: ASTM A325- 1/2" TO 1" DIAMETER INCLUSIVE FY =92 KSI. 1 1/8" TO 1 1/2" DIAMETER INCLUSIVE FY =81 KSI d) ASTM A -307N BOLTS SHALL BE USED UNLESS OTHERWISE NOTED. e) STRUCTURAL PIPE SHALL CONFORM TO A.S.T.M. A -53 GRADE "B" Fy =35 KSI. MIN. f) STRUCTURAL TUBING SHALL CONFORM TO A.S.T.M. A -500 GRADE "C" Fy =50 KSI. g) ANCHOR BOLTS: ASTM A307 TYPICAL. E) HEADED STUDS: ASTM A108. i) WELDING ELECTRODES: E70XX 7. LIGHT GAUGE COLD- FORMED STRUCTURAL STEEL SHALL CONFORM TO THE SPECIFICATIONS OF THE CURRENT A.I.S.C. MANUAL 8. LIGHT GAUGE STRUCTURAL STEEL SHALL BE SHAPED AS SHOWN IN THE A.I.S.C. DESIGN MANUAL, UNLESS SPECIFICALLY OTHERWISE CALLED FOR. 9. ALL ENDS OF EXPOSED STRUCTURAL SHAPES AND TUBE STEEL MEMBERS SHALL HAVE 1/4" CAP PLATE WITH WELDS GRIND SMOOTH. 10, THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL TEMPORARY SUPPORTS REQUIRED FOR ERECTION. IF ERECTION BRACING IS REQUIRED IT IS TO BE PREPARED BY A LICENSED ENGINEER. 11. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST REVISED EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION, WHICH INCLUDES THE SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, THE CODE OF STANDARD PRACTICE AND THE AWS STRUCTURAL WELDING CODE, 12. GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR GROUTED WITH 1 1/2" NON- SHRINK GROUT OR EQUAL. MINIMUM COMPRESSIVE STRENGTH SHALL BE 4000 PSI AT 28 DAYS. ALL SURFACES SHALL BE PROPERLY CLEANED OF FOREIGN MATERIAL PRIOR TO THE GROUTING OPERATION. 13. FULL PENETRATION WELDED CONNECTIONS (100 %) AT MOMENT FRAMES, BRACED FRAMES, AND ALL FULL PENETRATIONS FIELD WELDS SHALL HAVE ULTRASONIC TESTING FOR COMPLIANCE WITH SEC. 1703, OF THE UNIFORM BUILDING CODE, ULTRASONIC TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY THAT HAS BEEN INSPECTED BY THE NATIONAL STANDARDS. TESTING INSPECTIONS SHALL BE QUALIFIED BY ASNT BUREAU OF RECOMMENDED PRACTICE SNT- TC -A1. PROVIDE PROPER SURFACE PREP. AND BACKUP PLATES AS REQUIRED PER AISC AND AWS. 14. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC. UNLESS WELDS ARE PERMITTED BY THE PROJECT ARCHITECT. 15, NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU STRUCTURAL STEEL MEMBERS. BOLT HOLES SHALL CONFORM TO AISC SPECIFICATION, AND SHALL BE STANDARD HOLES UNLESS OTHERWISE NOTED. NO CUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT OF THIS ENGINEER. 16, HIGH STRENGTH BOLTS WHERE INDICATED IN THE PLANS OR DETAILED SHALL CONFORM TO A.S.T.M. A325 OR A490, AND BE PROVIDED WITH HARDENED WASHERS CONFORMING TO A.S.T.M. F436. SLIP - CRITICAL TYPE BOLTS (A325 -SC OR A490 -SC) SHALL BE TWIST -OFF -TYPE TENSION - CONTROL BOLT ASSEMBLY. AT CONTRACTORS OPTION, THE COMBINATION OF HIGH STRENGTH BOLTS AND DIRECT TENSION LOAD INDICATING WASHERS CONFORMING TO ASTM F -959 ARE ACCEPTABLE SUBSTITUTIONS, CONTACT SURFACES SHALL BE CLEAN MILL SCALE OR CLASS A QUALIFIED COATINGS. 17, ALL SHOP AND FIELD BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH ASTM A -307 USING UNFINISHED AMERICAN STANDARD REGULAR BOLTS, UNLESS OTHERWISE NOTED. 18, WHERE STEEL MEMBERS BEAR IN CONCRETE OR MASONRY WALLS, OPENINGS SHALL BE DRY - PACKED AFTER STEEL IS IN PLACE. 19. PROVIDE SHOP DRAWINGS INDICATING SIZES, SPACING AND LOCATION OF JOISTS, GIRDERS, CONNECTIONS, BRIDGING, REINFORCING, ANCHORAGES, CAMBERS, AND LOADS. INDICATE WELDING CONNECTIONS USING STANDARD AWS WELDING SYMBOLS. INDICATE NET WELD LENGTHS. INDICATE RECOMMENDED PROCEDURES FOR JOIST SEATS WITH UNSUFFICENT BEARING. 1 STEEL NOTES UNLESS LARGER SIZES ARE SHOWN, THE MINIMUM SIZE OF FILLET WELDS SHALL BE SHOWN IN THE TABLE J2.4 MINIMUM WELD SIZE IS DEPENDENT UPON THE THICKER OF TWO PARTS JOINED EXCEPT THAT THE WELD SIZE NEED NOT EXCEED THE THICKNESS OF THE THINNER PARTS, FOR THIS EXCEPTION, PARTICULAR CARE SHALL BE TAKEN TO PROVIDE SUFFICIENT PREHEAT FOR SOUNDNESS OF THE WELD. WELD SIZES LARGER THAN THE THINNER PART JOINED ARE PERMITTED IF REQUIRED BY CALCULATED STRENGTH. IN THE AS -WELD CONDITION, THE DISTANCE BETWEEN THE EDGE OF THE BASE METAL AND THE TOE OF THE WELD MAY BE LESS THAN 1/16" (IN) PROVIDE THE WELD SIZE CLEARLY VERIFIABLE. TABLE J2.4 AISC MINIMUM OF FILLET WELDS .LEG DIMENSION OF FILLET WELDS. SINGLE - MATERIAL THICKNESS OF THICKER PART JOINED (IN) MINIMUM SIZE OF FILLET WELD' (IN) TO 1/4 INCLUSIVE WELDS 1/8 OVER 1/4 TO 1/2 3/16 OVER 1/2 TO 3/4 1/4 OVER 3/4 5/16 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (7571R22_9A2A I f.v 1797107_RARR 00 W L� (V _# -3 J J w Q Q O � � Q N a � J O J q O d Z Q Z i N o m sheet of S1.3 .LEG DIMENSION OF FILLET WELDS. SINGLE - PASS WELDS MUST BE USED. 2 FILLET WELDS Z RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (7571R22_9A2A I f.v 1797107_RARR 00 W L� (V _# -3 J J w Q Q O � � Q N a � J O J q O d Z Q Z i N o m sheet of S1.3 V U Z f/1 H a LLI W Iti m M O (7 rn U) z� N N M ° Q W .] ED >Cw °o Z �D m � OGN O U �QN 3zzz o °J0 m V) III■ c 0 a a m v c 0 Y E E > m m d � Y N U N L RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (7571R22_9A2A I f.v 1797107_RARR 00 W L� (V _# -3 J J w Q Q O � � Q N a � J O J q O d Z Q Z i N o m sheet of S1.3 F rFJ �p p`G I ,ro "r F I I I F Ill F 'III J�polG�� c I n I L — J F d 0 v II � i Its I Fc FJ c r�Fc %�Ilokp Tf,p -- - F p F F nco L J pO�L1i p0TG�i iticti iticti l o l l o l _ L —J L_J F FJ �p0 c o L —J OFF J •np (N) CONCRETE T NCH PER ARGH'L PLANS f' = 3000 P51 SEE II /51.2 FOR ORE INFO. /II I L--- - - - - -- L--------- !L E I o I L —J I I, LLL I I l I I II , I f 111 I I � I o II II III m ry I I I I iII I''I I I I I IIII -? -_ - -L - -- -h (N) DOOR OPENING I �(B) CHU WALL IL,II I I I -- ------- - - - - -- I I a � H P4 F o I I L —J GG�Oe�'�G �O L F -1 I I o I J —J GG�OX� �O L ,�I III I'I ti1sti I III II I P I I' L LJ ill II I -1 I I I,I II 'I Ill I I I I m r -7 i I I'I L —y I I O L - - - - -— (N) VOOR OPENING — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — —. — — — — I+ — — — — — — — — — — - -- — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I I I I I L --------------- 'I IF — — — — — -- -- - I I I GMU WALL 4 NOTE: TO CONTRACTOR REMOVE CONCRETE CURB AND BOLLARD. REPAIR AS NECESSARY NOTES I. THE CONTRACTOR HU57 VERIFY ALL EXI57ING STRUCTURE IN LOCATIONS THAT ARE BEING EFFECTED BY THE TENANT IMPROVEMENT AND REPORT ANY DIFFERENCE FROM THESE PLANS TO THE ENGINEER BEFORE CONSTRUCTION OR FABRICATION BEGINS 2. VERIFY NEW OPENING LOCATIONS W/ ARCHITECTURAL PLANS b REPORT ANY CONFLICTS TO THE ENGINEER BEFORE CONSTRUCTION OR FABRICATION BEOIN5 3. THESE PLANS AND ANALYSIS ONLY ADDRESS THE LOCALIZED AREAS BEING EFFECTED BY THE CURRENT REMODEL AS 5HOWN IN THESE PLANS. ALL OTHER ANALY515 (IF REQUIRED) ARE TO BE PERFORMED BY OTHERS. 4. SEE THE STANDARD DETAILS FOR MORE INFILL INFORMATION, TYP. 5. THERE lNA5 LIMITED ACCESSIBILITY TO THIS SPACES ROOF STRUGTURE, WALL FRAMING, AND BUILDING COLUMNS DURING BYA'5 517E VISIT. 50 5TRUGTURE/FRAMING SIZES WERE DETERMINED TO THE BEST OF OUR ABILITY FROM WHAT WAS VISIBLE. IF THE CONTRACTOR CANNOT VERIFY BY SIZE AND DESIGNATION ALL EXISTING FRAMING SPECIFICALLY IN LOCATIONS THAT ARE BEING EFFECTED BY THE TENANT IMPROVEMENT THE ENGINEER MUST BE NOTIFIED IMMEDIATELY BEFORE CONSTRUCTION OR FABRICATION BEGIN5. b. DURING THE DEMOLITION OF ALL INTERIOR/EXTERIOR FRAMING (AS SHOWN ON THE DEMO PLAN) THE CONTRACTOR MUST VERIFY THAT ALL FRAMING COMING OUT(IE: BEING DEMO'D) 15 NOT LOAD BEARING OR IF IT 15 LOAD BEARING SHORING PROVIDED BY THE CONTRACTOR MUST BE INSTALLED UNTIL PERMANENT STRUCTURE (AS SPECIFICALLY DETAILED IN THESE PLANS) 15 COMPLETELY CONSTRUCTED. THE CONTRACTOR MUST CONTACT THE EN5I NEER BEFORE CONTINUING WITH CONSTRUCTION (IN THAT AREA) IF THERE ARE AREAS OF THE EXISTING STRUCTURE THAT APPEAR TO BE OR ARE LOAD BEARING (I.e.: ALL STRUCTURAL ELEMENTS SUCH AS BEAMS, WALLS, COLUMNS, FLOOR/ROOF FRAMING, ETOJ AND ARE ON THE DEMO PLAN TO BE REMOVED BUT ARE NOT ADDRESSED WITH ADDITIONAL FRAMING IN THE STRUCTURAL PLANS BEFORE GONTINUING WITH CONSTRUCTION IN THAT AREA. FOUNDATION EPLAN SCAL C 0 zz a H P4 UA w uasma w Q T -z v 00 ^ m C U) V z� N to O ° Q WH E 2! NPQ � O J � Q° zw U- Y N m Z ¢a° N 0 ~ w� P8�� of IO U �¢a G ] U� H °Wo C 0 a WOMAL m m N uasma T 9 v 00 ^ (V f � N C a O Y_ y N E 2! � O J ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 1 fax (757)622-6883 51k' WOMAL m m xemes uasma 00 ^ (V f J W a J d 0. d � O J � Q° zw U- Y U N m O N y O^ of IO ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 1 fax (757)622-6883 51k' WOMAL xemes uasma 00 ^ (V f J W a J d 0. � O J � Q° zw U- U N m C N O sheet S2.1 of CV � zz W%L OKPIRLS 11- 1-2014 �w 00 aw lu`V rV ti J LU W H m � Z Q 0 � V El-� J ? N O LL LL awe U C o m o- v` wl M Q S2.2 of 40' -0" O �I QON N V LJQm FLJ U Oki C' N41JO m U) Ewa i 5 o- H a a l R w v N C O Y y 2 2 (P) 48" OPEN WEB STEEL 61RD R m (E) 48" OPEN WEB STEEL 61RDER (E) 45" OPEN WEB STEEL GIRDER (E) 48" OPEN WEB STEEL GIRDER ry U m a m C rn C 3 a � v I, I, I 3 I I II III II I I 1, I I II � II I I i I I I L II I II I I I I I I I Z 24" STEEL JOIST, LL i I I I I i I I I I I I I I I I I I I I I L, I I I '... I I I R111 I (N) HVAG UNIT AT _ LOCATION (1381 Ibs MAX.) i R-fU / � S3.2 I I N HV O AG UNIT AT (N) �'' —, i LOCATION (1381 Ibs MAX)II� R1U —1 N HVAG UNIT AT N O O LOCATION (1129 Ibs MAX.) I RTU 4 r -1 IH (w LOG AG UNIT AT (N) TION (954 Ibe MAX) — (E) 48" OPEN WEB STEEL 611'!D R I (E) 44" OPEN WEB STEEL 61RDR t ( Vim' y (£J 48" OPEN WEB STEEL 61fiDER C - ®� (E R4'J'J ) 4H" OPEN WEB 5 £L ORDER I i � I I I I �I I II I I I I I I I I I I (E) STEEL J015T I� II I i II I III r � I (E) 48" OPEN WEB STEEL ORDER ICI, ICI I (E) 4H" OPEN WEB STEEL GIRDER I (E) 4B" OPEN WEB STEEL GIRDER I I' (E) 48" OPEN WEB STEEL 61RDpR i I I TES I I I I. THE CONTRACTOR MUST VERIFY ALL EXISTING I I I � I I rill n IIII � STRUCTURE IN LOCATIONS THAT ARE BEING EFFECTED I , I BY THE TENANT IMPROVEMENT AND REPORT ANY DIFFERENCE FROM THESE PLANS TO THE ENGINEER I BEFORE CONSTRUCTION OR FABRICATION BE61NS 2. VERIFY NEW OPENING LOCATIONS VV ARCHITECTURAL I I, PLANS 4 REPORT ANY CONFLICTS TO THE ENGINEER I BEFORE CONSTRUCTION OR FABRICATION BE61N5 I I I 3. `- THESE PLANS AND ANALYSIS ONLY ADDRESS THE _ -- - - - -- LOCALIZED AREAS BEING EFFECTED BY THE CURRENT REMODEL AS SHOWN IN THESE PLANS. ALL OTHER ANALYSIS (IF REQUIRED) ARE TO BE PERFORMED BY 4. SEE THE STANDARD DETAILS FOR MORE INFILL INFORMATION, TYP. 5. THERE WAS LIMITED AGGE5515ILITY TO THIS SPACES I I ROOF STRUCTURE WALL FRAMING AND BUILDING I I COLUMNS DURING BYA'S SITE VISIT, 50 STRUGTURE/FRAMIN6 SIZES WERE DETERMINED TO THE i I I I I I I BEST OF OUR ABILITY FROM W A H T WAS VISIBLE. IF I I I i W8X24 T HE CONTRACTOR CANNOT VERIFY BY SIZE AND I I I I DES NA 16 TION ALL EXISTING FRAMING SPECIFICALLY IN I I I LOCATIONS THAT ARE BEING EFFECTED BY THE I TENANT IMPROVEMENT THE ENGINEER MUST BE - -- I NOTIFIED IMMEDIATELY BEFORE CONSTRUCTION OR FABRICATION 5E61145. I 6. DURINO THE DEMOLITION OF ALL INTERIOR/EXTERIOR I FRAMING (AS SHOWN ON THE DEMO PLOW THE I CONTRACTOR MUST VERIFY THAT ALL FRAMING GOMIN6 OUT(IE: BEING DEMOV) 15 NOT LOAD BEARING (N) L3X3X3/16 OR IF IT IS LOAD BEARING SHORING PROVIDED BY THE CONTRACTOR MUST BE INSTALLED UNTIL 1 PERMANENT STRUCTURE (AS SPECIFICALLY DETAILED S3.1 IN THESE PLANS) 15 COMPLETELY CONSTRUCTED. THE CONTRACTOR MUST CONTACT THE ENGINEER BEFORE CONTINUING WITH CONSTRUCTION (IN THAT AREA) IF THERE ARE AREAS OF THE EXI5TIN6 STRUCTURE THAT I I � APPEAR TO BE OR ARE LOAD BEARING Lo.: ALL STRUCTURAL ELEMENTS SUCH AS BEAMS, WALLS, COLUMNS, FLOOR?200F FRAMING, ETC.) AND ARE ON -- THE DEMO PLAN TO BE REMOVED BUT ARE NOT ADDRESSED WITH ADDITIONAL FRAMING IN THE STRUCTURAL PLANS BEFORE CONTINUING WITH CONSTRUCTION IN THAT AREA. _ FRAMING PLAN N 1 SCALE: I/8' = CV � zz W%L OKPIRLS 11- 1-2014 �w 00 aw lu`V rV ti J LU W H m � Z Q 0 � V El-� J ? N O LL LL awe U C o m o- v` wl M Q S2.2 of O �I QON N V LJQm FLJ U Oki C' N41JO m U) Ewa 5 o- H a a R w v N C O Y y 2 2 m m ry U m a m C rn C 3 a � v RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesappeake, VA 23320 (757)622 -2828/fax(757)622 -6883 N W%L OKPIRLS 11- 1-2014 00 ^ lu`V rV ti J LU W Q� Z Q �n J V El-� J ? O LL LL U C o m o- v` sheet S2.2 of C USE BEAM SHOWN IN DETAIL I/- a TS a WF BEAM A.1 (E) GMU WALL (N) WIOX39 LINTEL BEAM I/4 Fp 1/4 6.. SEE FOUNDATION PLAN FOR (E) CMU WALL INFO. (E) EXTERIOR LAB - IF 2" CD 3/5" ie STI USE BEAM SHOWN IN TYP E.S. OF WE DETAIL 1/- 1/4 _ N PP - T' 4 I I /2" HIGH 5TREN6TH DRY PACK SEE IOB /- FOR (W GMU COLUMN - - - SEE I/- FOR COLUMN (2) 5/6 "0x6" EMBED A.B. INFO. AT CONTRACTORS OPTIONS REPLACE EMBEDED A.B. W/ (2) 5/5" 0 ALL TREAD DRILL 4 EPDXY W/ HILTI HYI50 MAX. EPDXY 6" [� EMBED MIN. A (E) GMU (N) GMU COLUMN (FU STOREFRONT WALL W/SOLID GROUT 16" 012" GMU 32" ®6 ", H" 4 10" GMU - (4) #5 VERTICAL BARS 0 EA. 16" BLOCK - J SEE I/- FOR COLUMN INFO. SEE 2/- FOR MORE INFO. J INFO. (E) VERTICAL GROUTED CELL 4 2" (E) VERTICAL BARS. BREAK <3x3x5/I6 ®I6" o.c. W/ AWAY (E) GMU AROUND 5 /6" DIA. A.B., TYP. VERTICAL BARS(IN THE (N) I6" F BOND BEAM) 50 THAT THE (E) I -6 1/4 REBAR CAN BE WELDED TO THE _ TOP OF THE (N) STEEL BEAM ';, (E) 12" GMU (N) 12 "WIDE x w,DEEP GMU BOND_ I'( WALL BEAM W/ SOLID &ROUT AND (4) #5 BARS CONT. a 6'68" GMU WALL b Y Y (4) #6 a 10 "412" GMU WALL5 X #5 BAR CONT. -1 W WELD EA. END _ Jm TYP. REBAR TO LU WF 5116 � FLANGE TO PLATE >1 (W STEEL TYP. 1/4 1 -6 LINTEL TYP 116x112" FILLET D EA. DOWN C.1 PF FOR (E) GMU WALL INFO. I-6 I/4 HILTI HY -150 EPDXY 3/16 N USE BEAM SHOWN IN 1/4" STEEL PLATE DETAIL 1/- TO MATCH THE WIDTH (N) BEAM PER PLAN OF THE MASONRY WALL EMBEDMENT (N) STOREFRONT SYSTEM (N) (2) 45x16" VERTICAL BARS FOR TWO CELLS (4 TOTAL) CENTERED AROUND H554x4x5/I6 COLUMN BELOW 4 ®24" O.G. IN THE (N) BOND BEAM TYP. REBAR TO WF 5 /I6 3/6" iE STIFFENER E.5. OF WEB CENTERED ON THE COLUMN BELOW TYP. TYP. I/4 (W H554x4x5/I6 COLUMN SEE I/- FOR COLUMN INFO. (E) 12" GMU WALL pb row =gym (N) STEEL LINTEL USE BEAM SHOWN IN DETAIL I/- NOTE: SEE 4/- FOR ALL OTHER INFO. 10 'LOPTIONAL OR REQUIRED DETAIL - SEE 1/- NOTE SEE I/- FOR COLUMN INFO. SEE LAP SCALE SCHEDULE FOR MORE INFO. (E) INTERIOR y SLAB 7 � DETAIL 1/4 2 "2" b" 2" 6" G12X20. -1� ° ° t / ) 11 1 � - f t co- W H55 BEAM 5 /6" 0 x 6" EMBED EDGE OF OPENING IN THREADED RODS W/ GMU WALL HILTI HY -150 EPDXY, TYP. PANEL JOINT - • THE TOP OF THE NEW WALL OPENING GI2X20: w 1 -3 V 1/4 5 /6" 0 x b" EMBED J THREADED RODS W/ n HILTI HY -150 EPDXY, TYP. I/4 (E) ROOF DECK - • THE TOP OF THE WALL ABOVE THE NEW OPENING z ° ° J p � U 0 o U~ E0. E0. 2" 2" / I I F'F s /16 j ° - <3x3x51I(2 616" O.G., TYP. 646 - 3/4" 0 a 10612" GMU) X 6" EMBED THREADED ROD5 W/ HILTI HY -150 EPDXY, 7YF. THE MIDDLE OF THE WALL ABOVE THE NEW OPENING C/ g DETAIL 3 = TOP OF GMU (E) SLAB N.T.S. THE CONTRACTOR MU5T VERIFY SEE A/- • PERPENDICULAR THAT PINS MILL NOT PENETRATE OBSTRUCTIONS TO THE ANGLE STRUT (IF ROOFING OR CAUSE ROOF LEAKS APPLICABLE) (N) <3x3x3/I6 A56 ANGLE #4 DOWEL m 12 "o.c. ES OF TUBE (W 3x3x3/16 X A36 ANGLE. .I WELD EA. END _ W/HILTI RE 500 -51? 3116" FILLET LU WELD HILTI ENP 2-21 -LI5 T PINS ® EA. - EPDXY, TYP. DRILL b EPDXY W/I 116x112" FILLET D EA. DOWN 2" MIN. FLUTE ®CON TOR OPTION. FOR (E) GMU WALL INFO. 90° HOOK TYP. HILTI HY -150 EPDXY 3/16 6' -0„ MIN. SEE I/- FOR — #4 CONT. TYP. MAX 5 EMBEDMENT MIN. �� 6" MIN. O 4 "x3/8" 50. PLATE - _ _ #4 DOWEL a 12 "o.c. 10c: 0 W/HILTI RE 500 -SD 1 TYP nP -1 3" EPDXY TYP. 26" MIN. SOLI - GROUT THE BOTTOM OF THE H55 IOxbxl /4 NEW FOOTING MUST BE BELOW THE U z - -( -1 APPLICABLE FROST Z z w O 7z,, X .D - LINE FOR THI5 x STRUCTURE, TYP. !, Q = _• L p -_ - Ili IO _ >«4 CONT. ®12" O.G., TYP. 106 6 TYP. BOTTOM OF (E) < (E) FOOTING (W FOOTIN6 FOOTING -- 18" MIN. SEE PLAN FOR WIDTH - -_ SEE PLAN FOR (r0 FOOTING WIDTH (SPECIFIED WIDTH DOES NOT INCLUDE (E) FOOTING WIDTH (le: TYP PLAN SPECIFIED WIDTH, ♦(E) FOOTING WIDTH = TOTAL WIDTH)) 7 � DETAIL 1/4 2 "2" b" 2" 6" G12X20. -1� ° ° t / ) 11 1 � - f t co- W H55 BEAM 5 /6" 0 x 6" EMBED EDGE OF OPENING IN THREADED RODS W/ GMU WALL HILTI HY -150 EPDXY, TYP. PANEL JOINT - • THE TOP OF THE NEW WALL OPENING GI2X20: w 1 -3 V 1/4 5 /6" 0 x b" EMBED J THREADED RODS W/ n HILTI HY -150 EPDXY, TYP. I/4 (E) ROOF DECK - • THE TOP OF THE WALL ABOVE THE NEW OPENING z ° ° J p � U 0 o U~ E0. E0. 2" 2" / I I F'F s /16 j ° - <3x3x51I(2 616" O.G., TYP. 646 - 3/4" 0 a 10612" GMU) X 6" EMBED THREADED ROD5 W/ HILTI HY -150 EPDXY, 7YF. THE MIDDLE OF THE WALL ABOVE THE NEW OPENING WELD EA. END -TO (E) JOIST W/ 3/16" FILLET WELD, TYR / TYP. / -2 3116 GALL ENGINEER FOR SMALLER DIMENSIONS BEFORE BEGINNING 9 DETAIL FOR M) COLUMN 5PAGIN6 Z �j U C/ g DETAIL 3 = TOP OF GMU N.T.S. THE CONTRACTOR MU5T VERIFY SEE A/- • PERPENDICULAR THAT PINS MILL NOT PENETRATE OBSTRUCTIONS TO THE ANGLE STRUT (IF ROOFING OR CAUSE ROOF LEAKS APPLICABLE) (N) <3x3x3/I6 A56 ANGLE ES OF TUBE (W 3x3x3/16 ^ A36 ANGLE. .I WELD EA. END _ TO (E) JOIST W/ 3116" FILLET LU WELD HILTI ENP 2-21 -LI5 T PINS ® EA. - I/4 DOWN FLUTE TYP, ( O N5 MIN) OR .I 116x112" FILLET D EA. DOWN SEE FOUNDATION PLAN FLUTE ®CON TOR OPTION. FOR (E) GMU WALL INFO. 1' l 3/16 6' -0„ MIN. SEE I/- FOR — COLUMN INFO. WELD EA. END -TO (E) JOIST W/ 3/16" FILLET WELD, TYR / TYP. / -2 3116 GALL ENGINEER FOR SMALLER DIMENSIONS BEFORE BEGINNING 9 DETAIL FOR M) COLUMN 5PAGIN6 Z �j U C/ ' Tl'P. U - 8 TYP. C 3 = TOP OF GMU _ 0 EXPANSION JOINTS IF APPLICABLE m a 3 O LU / IIIITdF N K S 1' - ApPAN5i CN- O - _ 10c: 0 1 TYP nP -1 26" MIN. SOLI - GROUT H55 IOxbxl /4 z - -( -1 10A O X .D - x _ -. !, Q = _• -_ Ili 106 6 TYP. < -- - -_ TYP SEE PLAN FOR DIM. - ALSO SEE ARGH'L PLANS FOR MORE INFO. 2' MIN. SOLID GROUT 26" MIN. SOLID GROUT WALL TO BE SOLID GROUTED -J `- 2' MIN. SOLID GROUT BETWEEN TWO COLUMNS NOTE: I. WHEN THE CONTRACTOR 15 REOUIRED BY THESE PLANS TO GROUT A VERTICAL COLUMN OF (E) HOLLOW CELLS A FULL LENGTH " VERTICAL BAR CENTERED IN THE WALL AND CELLS MUST ALSO BE INSTALLED, TYP. a ALL VERTICAL COLUMNS OF NEWLY GROUTED CELLS (I.E. AT DETAILS 263/ -) 1 DETAIL N.T.S. -- -- — <5x3x5/Ib 616" O.G., z E I`i U.N.O. 2 b" 46" GMU F AND 5/4"(P a 10"412" - _ _ 2 I/4 5 GMU) THREADED ROD - W/ HILTI HT-11 '0 - SEE I/- FOR EPDXY, TYR - F, BEAM INFO. O 0 (2) ><4 BARS EARS a a; p OJO GMU b (2) •6 BARS ® ' J J5 10"412" GMU. RUN BARS m `^ CONT. FOR THE ENTIRE K OPENING WIDTH 4;_ w WALL a EA. END OF THE ry TYP. ° OPENING WITH HILTI A - HYI50 EPDXY PP 2 I/4 EDGE OF OPENING IN EDGE OF OPENING IN GMU WALL �� GMU WALL / A VENEER (4" MAX) G V. 11 ''1111 NOTE: i3- SEE MAIN DETAIL FOR OTHER INFO. 3" 50. x 1/4" PLATE WA5HER O J5 46" GMU b BARS a 6 " 7 O #6 BARS a 10 "412" GMU. RUN BARS CONT. FOR THE ENTIRE OPENING WIDTH 4 -- - - -I/2" 0 xb" THREADED ROD DOWEL &" INTO THE WALL m \ 6" O.C.06" O.G. 15 OK WHERE O EA. END OF THE OPENING - rx VENEER IN LESS THAN 2" WITH HILTI HYI50 EPDXY '� , "i WIDE), TYP. 1/4" STEEL PLATE 3/16 1 -4 VENEER WIDTH (4" MAX) 2.5" MAX - - 5" MIN. LOCATIONS WITH VENEER 4 DETAIL — N.7.5. NOT USED 5 DETAIL - SEE I/- FOR COLUMN INFO. 314 "x6 1/2 "x12" BASE PLATE - I/4 TYR 7 TOP F (E) 5LAB� CD 15" INTO (W FOC TIN& (2) 5/4" 0 THREADED rD5 6 DETAIL �.T.S. NOT USED Its Z _z LW Q W -z O NJ ° mQ Z ¢�° O F 0 01� N >m U a� a ] U F ,m. 2wO Im U) w P. c 0 Q U m m N C 0 Y y E N m m I 2 I DETAIL r 0 T.S. RRMM ARCHITECTS, PC <3x3x5/16 ®I6" o.G. E.S. 1317 Executive Blvd, Suite 200 2 . OF COLUMN, U.N.O. Chesapeake, VA 23320 (757)622-2828 1 fax (757)622-6883 2 /4 .ID GROUT 2' MIN. - SEE I/- FOR (5/6 "0 6 6 "46" GMU AND X • COLUMN INFO. THREADED RODS W/ HILTI HY -150 EPDXY, TYF. 3 LDETAIL 00 n CV J W Q�_ n J Q I� UI V J � O � C Z > Li- sheet S3.1 of v � 2 I DETAIL r 0 T.S. RRMM ARCHITECTS, PC <3x3x5/16 ®I6" o.G. E.S. 1317 Executive Blvd, Suite 200 2 . OF COLUMN, U.N.O. Chesapeake, VA 23320 (757)622-2828 1 fax (757)622-6883 2 /4 .ID GROUT 2' MIN. - SEE I/- FOR (5/6 "0 6 6 "46" GMU AND X • COLUMN INFO. THREADED RODS W/ HILTI HY -150 EPDXY, TYF. 3 LDETAIL 00 n CV J W Q�_ n J Q I� UI V J � O � C Z > Li- sheet S3.1 of Y 1 (N) 08x11.5 (N) 08x11.5 TYP. (N) HVAG UNIT a 9 a w A ' d TYP. BUILDING COLUMN [ERE APPLICABLE) (Fa OPEN HEB GIRDER I �(E) ROOF TRUSS, TYP. AS SHOWN TYPICAL HVAC LAYOUT AND SUPPORT FRAMING N.T.S. SEE MECH. PLAN FOR HVAG UNIT INFO. NOTE: OTHER FRAMING IS NOT SHOWN FOR OPTION CLARITY ! -4 I/8 1/4" TEK SCREWS OR I/8" FILLET A.1 WELD 0 ") a UP FLUTES TYP. 1 � i i C i i (P) iG8x11.5 A36 i i CHANNEL 1/4 A2 NP. (E) ROOF J0157 (E) ROOF JOIST DETAIL 1/4" TEK 5GREW5 OR I /8" FILLET HELD ON a UP FLUTES TYR SIM. Al v .A. FLUTE 50. TUBE (TO MATCH DECK / CHANNEL CAP HEIGHT) x 3/16" AS REQUIRCD. A2 5/8" U 6" O.G. 5/16 / 1 -5 TYP. NOTE: I. THIS ENGINEER RECOMMENDS THAT THE CONTRACTOR USE A PRE MANUFACTURED (BY THE HVAG EQUIPMENT MANYFACTURE) CURB LEVELER THAT 15 APPROVED FOR THIS APPLICATION. 2, THE CONTRACTOR MUST PROVIDE ALL ADDITIONAL ROOFIN6/FLA5HING d COORDINATE WITH THE APPROPRIATE DEVON CONSULTANTS S ROOFING COMPANY 50 THAT THE FRAMIN6 51HOHN IN THI5 DETAIL 8 THESE PLANS 15 COMPLETELY SEALED FROM HEATHER 6 TO ENSURE A ROOF WARRANTEE CAN BE OBTAINED AND BE TO THE BUILDING OHNER5 SATISFACTION. 10" MIN. 4" (MAX) (N) AUXILIARY HEB MEMBER TYP. a (F) HVAG SUPPORT CHANNELS (( I/8 1 -2 - NOTCH CORNER OF PLATE a HII & INCREASE PLATE LENGTH BY LENGTH 1/8 1 -2 OF THE NOTCH 1/8 (E) ROOF J015T _ / DETAIL AT STEEL TRUSS N.T.S. __. (N) HVAG UNIT ABOVE 5/16 5 /I6 3/16 f�Lz 3/8" , TYP. V 5/16 1- _- 4" MAX - THE CONTRACTOR MAY USE A H55- fx5xl /4 OR H55 bx5xl /4 ON THEIR 510E IN PLACE OF THE 5/5" BENT PLATE J BENT PLATE (a THEIR OPTION IF NOT FITS THE DIMEN51ON FROM NOT USED BOTTOM OF DECK TO TOP OF ORDER) WELD THE TUBE TO THE VERTICAL 5/8" PLATE H/ 5116" (E) ROOF JOIST 3/16 FLARE BEVEL HELD (PP) BEYOND SIM. PLATE �- INSTALL AN AUXILIARY WEB MEMBER '02" (4" MIN). 1/4 OPEN WEB STEEL GIRDERS MOT SHOWN) 8 3/8" PLATE STIFFENER 0 NF BEAMS �\ ( SHOWN) `- SEE FRAMING PLAN FOR ORDER INFO. DETAIL AT WF GIRDER (SHOWN) SEE NOTE I BELOW. 5" 2 1/2" PRE55ORE TREATED DF#I (N) HVAG UNIT CONT. CURB LEVELER CONT. TO ROOF SLOPE RUN 12" PA57 EA. END OF CURB TYR (WHEN OVER A JOIST REPLACE THE 5/8 "0 BOLTS WITH #12 5M5 a 6 "o.c) ROOF Ni NO Bi 08x11.5 A36 CHANNEL AUXILIARY NEB MEMBER TYP. i : HER FRAMING I5 NOT 5HOHN R CLARITY DETAIL AT STEEL TRUSS 1 DETAIL SCALE: N.T.S. SUPPORT CHANNEL SIM. TO OPPOSITE SIDE AS APPLICABLE TYP 'a 3116 (N) VV15 - FILL SAP BETWEEN TOP CHORDS WITH STEEL SPACER, TfACK HELPED ALL AROUND (E) ROOT° J015T d u zz H � HW aW m H � 0 � � N N CIO �mQ U >ao z ° C QON 3zzz (~ oWp a P4 As Ah 0 0 Q U n m � N C 0 N N ` E .._ LA . R_ITY .._. .... _.. OTHERS \ C (N) G8x 115 A56 51/21.1f exvu�es m CHANNEL MIN. LINE UP ROOF CURB VERTICAL LEO & STEEL CHANNEL NEB 00 ^ `.,, DETAIL PRESSURE TREATED DF =I - I `- (E) STEEL DECK B L s : FILLER BLOCK N.T.S. N C5x4x5 /16x6" A56 ANGLE 5LV o 12'o /c J _ (2) X12 SMS ®EA. (E) - CENTERED ON THE 5/5'0[A. BOLTS, TYP. �? W a METAL DECK UP FLUTE a J J V 3/8" 9 BOLT 012" O.G. -- 2 — (N) STEEL HVAG SUPPORT BEAM U w rn 2 d ONE ®EA. END v y O CURB LEVELER DETAIL IF REQUIRED 3 C U F, SEE NOTE ABOVE d 3 o n FILL 6AP BETWEEN TOP r sheet CHORDS KITH STEEL SPACER, S3.2 of TACK HELPED ALL AROUND 08x11.5 A36 CHANNEL AUXILIARY NEB MEMBER TYP. i : HER FRAMING I5 NOT 5HOHN R CLARITY DETAIL AT STEEL TRUSS 1 DETAIL SCALE: N.T.S. SUPPORT CHANNEL SIM. TO OPPOSITE SIDE AS APPLICABLE TYP 'a 3116 (N) VV15 - FILL SAP BETWEEN TOP CHORDS WITH STEEL SPACER, TfACK HELPED ALL AROUND (E) ROOT° J015T d u zz H � HW aW m H � 0 � � N N CIO �mQ U >ao z ° C QON 3zzz (~ oWp a P4 As Ah 0 0 Q U n m � N C 0 N N ` E RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 / fax (757)622 -6883 es NV S Z) m exvu�es m 00 ^ N J y W a QNQ ,ten J J V Y U w rn 2 C v y O < Z 3 C U m C d 3 o n m -`o RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 / fax (757)622 -6883 es NV S Z) exvu�es ua -rzma 00 ^ N J W QNQ ,ten J J V a Q } W J � O < Z C U m C d 3 o n m -`o sheet S3.2 of 8" INTO (E) SOLID &ROUTED CELL. IF THE 0vfU 15 NOT &ROUTED - &ROUT ALL CELLS BETWEEN THE FIR5T VERTICAL SOLID GROUTER COLUMN • THE EDGE OF THE OPENING FROM THE BOTTOM OF THE WALL TO THE FIRST HORIZONTAL GROUTED BOND BEAM ABOVE THE OPENING. EXTEND THE DOWELS 8" INTO (E) GROUTED GMU. USE #5 DOWELS • 16" O.G. • THIS CONDITION (AINEN CELLS ADJACENT (F) TUBE STEEL TO THE OPENING ARE NOT &ROUTED). n 2 GOURSES &ROUT GMU SOLID IF GMU 15 HOLLOW C GROUT GMU SOLID IF- GMU 15 HOLLOW GROUT GMU SOLID IF- GMU 15 HOLLOW '5EE DETAIL D d E FOR LINTEL BEAM INFO. O O �- ALL NEW OPENING CORNERS SHALL BE GORED AND GRIPPE SQUARE. OPENIN65 SHALL NOT BE OVER CUT, TYP. a ALZ WALL OPENIN65. RI THAT THERE AR CON L JOINTS IN THIS USE *TAIL E/ - IF THE ARE NOTIFY ENGINE - - NOT USED NEW (F� GMU SEE H/- IF SILL 15 UN6ROUTED 42" MAX. I, / TUBE STEEL COLUMN TYP. 1/4 N) #4 OWEL x8" EMBED NTO O SOLID 6ROUTED GMU • 32 O.G. TO MATCH (F) MA NRY (MIN. 2 PER W/)HIL IHYI50 EPDXY INTO - ,...T- -. -' -- - -- FACE) TYP. UNO _ #4 DONE L 32" O/G NE G BLOCK 11 11 1 11 1 TYP: X15TIN 501LD i — ROUTE GMU BLOCK LL i Z #4 We" O.G. VERT 8 RIZ. W/ SOILD UT i I� 4 GMU TEM WALL W/ 'LID ROUT OR OT"N PDXY (N) -BA MATGH(N) RTIG BARS ABOVE HOLL W GMU GELLS :E EN UNTERED :OUT $OLID. (5/8" (P ® 9 88 - 3/4" 0 • 10812" GMU WALL) THREADED RODS (SEE L/- FOR EMBED) W/ HILTI HY150 EPO Y, TYP. SEE G/- FOR INFO WHEN OPENING IS INTERUPE12 BY A TUBE STEE COLUMN OR PERPIDIGU AR GMU WALL, TYR -GROUT G U SOLID IF GMU 15 HO LOW SLAB 1/4 orb AT STEEL CMILI N V 1/2 "x4" PLATE W/ (3) (5/8" 0 ® 688 - THREADED (P " '..... GMU WALL) THREADED DED RODS x 11/2' (5EE L/- FOR EMBED) K/ HILTI HYI50 EPDXY, TYP. C� EQ Ea NOT i I/4 n AT PERPBJDIWLAR CMU WALL n DETAIL (N) *3 BAR CONT. T.O. (E) SLAB 8" INTO (E) SOLID &ROUTED CELL. IF THE GMU 15 NOT GROUTED - &ROUT ALL CELLS BETWEEN THE FIRST VERTICAL 50LID &ROUTED COLUMN • THE EDGE OF THE OPENING FROM THE BOTTOM OF THE WALL TO THE FIRST HORIZONTAL GROUTED BOND BEAM ABOVE THE OPENING. EXTEND THE DOWELS 8" INTO THE (E) &ROUTED GMU. USE #5 00�11EL5 • 16" O.G. ® THIS CONDITION (WHEN 'CELLS ADJACENT TO THE OPENING ARE NOT GROUTED). (N) #4 DOWEL x8" EMBED INTO (E) SOLID GROUTED TY GMU • 32 O.G. TO MATCH a (N ) OPENINGS (F) HORZ 8 VERTICAL D ® N BARS N/ HILTI HY150 EPDXY INTO (E) MASONRY (� (MIN. 2 PER FACE) TYP. UNO I EXISTING 501LD &ROUTED GMU BLOCK �I I I (N) #4 016" O.G. I I VERT 8 HORIZ. W/ z I I 501LD GROUT I I g I I m I I NEW GMU BLOCK Q I I � I I " (E) GMU STEM WALL W/ I I 5OLID &ROUT OR FOOTING. J I I EPDXY (N) RE -BAR TO MATCH (N) VERTICAL I I BARS ABOVE IF HOLLOW p=p I GMU CELLS ARE Q I I ENCOUNTERED &ROUT SEE 01-8 E/- FOR STEEL LINTEL ®(N) IF DOOR OPENIIN65 8 INFILL LOCATIONS. _ USE THE DETAIL FOR THE OPENING 51ZE OF THE FINAL- MASONRY OPENING. ALL NEW OPBNIN& CORNERS SHALL BE GORED AIND CHIPPED SQUARE. OPENIN65 SHALL NOT BE OVER GUT, TYP. 6 ALL MEW WALL OPENIN&5. SEC' DETAIL D8E MOIRE INFO. NEWT GMU BLOCK �.. EXTEND PAST INFILL SAME AMOUNT THAT 15 REQUIRED IN NEW OPENIN05 EXISTING 501LD I &ROUTED GMU BLOCK i°� USED — (W a*4 DOWEL x8" EMBED INTO (E) ��..// SOLID GROUTED GMU ®32" O.G. TO MATCH (N) HORZ. 8 VERTICAL BAIgS K/ HILTI HY150 EPDXY INTO (E) (MASONRY (MIN. 2 PER FACE) I I TYP. UNO I I` I I (E) r_MU STEM WALL W/ SOLID GROUT OR FOOTING. I EPDXY (N) RE -BAR TO I I I I (N) VERTICAL I I BARRS ABOVE IF HOLLOW CMU CELLS ARE SOLID. w I I I I ENCOUNTERED GROUT 50L -ID. tl, SEE ARCHITECTURAL PLANS FOR IN -FILL WIDTH LL INFILL NEXT TO TS 2 COURSES GROUT GMI SOLID IF GMU IS HOLLOV &ROUT GMU - 50LID IF GMU 15 HOLLOW KALL (E) FOOTING • (N) OR (E) DOOR OPENING A SEE ARCHIT£GTURAL PLANS FOR VERTICAL REINFORGEMEN _ FOR II REQUIREMENTS ® (N) INFILL C NEW OR EXB nNG DOOR OPENIP 5EE J- WHEN AN EXISTING CONTROL / LAN125 OVER THE NEW OPENING. o cc+. �rrw>7 2" 2" IK ---------= - - - - -- - I�--- ----- u---- - - - - -� / (N) 612x2b. -T CHANNEL / o o II o o I o II o I o o II o I II I IQII I II O Oil I I O I O O O 14 ALL NEW OPENING CORNERS I I SHALL BE GORED AND CHIPPED 5QUARE. OPENIN65 SHALL NOT E OVER GUT, TYP. • ALL NEW II I I L OPENIN65. I I II II (E) GMU BLOCK — II II � II II � II LI 9 II II L II II GROUT GMU EjOLI C I I &ROUT GMU SOLID I I GMU 15 HOLLOW GMU 15 HOLLOW I � II II L II II II II j I NE O NING I j I I II II u II II NO Co L JOINT WITHIN " OF EDGE OF O ENIN CONTRACTOR TO VERIFY 6. z II II � II II � II II II II II II II II II II II II I I SEE H/- IF SILL IS UNOROUTED I I - (E) SLAB - II II I, 80" MAX. I, YI��aCI�.F'711��J (F) SOLID GROUTED CELLS W/ EXISTING OR NEW GMU BLOCK (N) 3/4" GLEAN CRUSHED ROCK IN EXI5TIN6 GMU HOLLOW (SELLS 0 (N) CHANNEL �i__ (E) GMU WALL (N) EPDXIED THREADED ROD 1 DETAIL O O U O A 0 0 21. o 0 2.. / \ 2., 2.. I 1/4 / 0 0 S /I6 / o x5 /I(2 016" O.G., TYP. 3/4" m • 10812" GMU WALL) THREADED RODS (N) CHANNEL (SEE L/- FOR EMBED) W/ HILTI FROM D/- OR E/- HYI50 EPDXY, TYP. CONTROL JOINT n • THE ME)DLE OF THE WALL ABOVE THE NEW OPENM / BOTTOM OF ROOF DECKLE POER in 612X20. I -3 I/4 (5/8" 9 a 688 - 3/4" O ® (V 10812" GMU WALL) THREADED RODS (5EE L/- FOR EMBED) W/ HILTI "- - CONTROL JOINT HY150 EPDXY, TYR n • THE TOP OF THE NEW WALL OPE IG • THIE ROOF NOTE: I. AT ALL LOCATIONS WHERE EXISTING VERTICAL CELLS ARE BEING &ROUTED IN AN UN6ROUTED WALL (AS OPPOSED TO PARTIALLY 6ROUTED (AT REGULAR HORIZONTAL 4 VERTICAL INTERVALS) OR FULLY GROUTED WAW THE VERTICALLY GROUTED CELLS MUST BE EXTENDED TO THE ROOF DECK 8 (1) CONT. #5 BAR (CENTERED IN THE CELLS d WALL) SHOULD BE PLACED IN EVERY VERTICALLY GROUTED COLUMN OF GELL5. 2. AT NEW OPENIN&5 THAT HAVE UNGROUTED GMU CELLS BELOW THE NEW SILL (ONCE THE NEW OPENING 15 GUT IN) FILL THE CELLS W/ 3/4" GLEAN CRUSHED ROCK UP TO 8" BELOW THE NEW SILL LEVEL THEN GROUT THE TOP 8" SOLID. SEE DETAIL H/- FOR MORE INFO. K x(5 /8" (P • 668 - 3/4" m • 10812" GMU WALL) THREADED R01715 (5EE L/- FOR EMBED) W/ HILTI HY150 EPDXY, TYP. I I i - -5EE 61- FOR INFO WHEN OPENING 15 1NTERUPED BY A TUBE STEEL COLUMN, TYR IF SEE G/- FOR INFO WHEN OI INTERUPED BY A TUBE STEEL G( PERPIDIGULAR GMU W SEE H/- IF SILL 15 UN6ROUTED S — 8" INTO (E) SOLID &ROUTED CELL. IF THE GMU 15 NOT GROUTED - GROUT ALL CELLS BETWEEN THE FIRST VERTICAL SOLID &ROUTED COLUMN • THE EDGE OF THE OPENING FROM THE BOTTOM OF THE WALL TO THE FIR57 HORIZONTAL 6ROUTED BOND BEAM ABOVE THE OPENING. EXTEND THE DOWEL5 8" INTO THE (E) 6ROUTED GMU. USE #5 DOWELS • 16" O.G. • THIS CONDITION (WHEN CELLS ADJACENT TO THE OPENING ARE NOT &ROUTED). 4 #4 VC)i!EL • 32" O.G. TO MATCH (N) HORZ. 8 VERTICAL BARS W/ HILTI HYI50 I4 �,h EPDXY INTO (E) MASONRY (MIN. 2 PER " FADE), TYP. UNO f "T USED 5E£ FOUNDATION PLAN FOR CiMU WALL INFO. #4 x 16" LONG DOWEL • 32" O.G. TO MATCH (N) HORZ. E VERTICAL BARS W/ HILTI HY150 EPDXY INTO (E) MASONRY i (MIN. 2 PER SIDE) - (E) GMU 5TEM WALL W/ SOILD &ROUT OR FOOTING. EPDXY (n0 RE -BAR TO MATCH (N) VERTICAL BARS ABOVE IF HALLOW - . GMU GELL5 ARE ENCOUNTERED GROUT SOLID D O O CJ O D 2" 'ENIN IS -- II ILUM OR II _ ALL, II n o 0 II o II n o oll o n nntJTVni inWT ♦• • mrX SEE 61- FOR INTERUPED BY OR PERPIDI� a a o 0 2" NFO 14HEN OPENING 15 N TUEE STEEL COLUMN :ULA OMU WALL, TYP. Z7O O CD O O n n n NO COIJ�AOL JOM' n 5/e" 0 • 688 - 3/4" m • 0812" GMU WALL) THREADED RODS (5EE L/- =0R EMBED) W/ HILTI 4YI50 EPDXY. TYP. `_D6E OF OPENING '5/8" 0 • 688 - 3/4" 9 0812" GMU WALL) THREADED RODS (SEE L/- =OR EMBED) W/ HILTI 4YI50 EPDXY, TYP. DETAIL I 1 ALE: I/2" a I'LO" V zz H � W w aW m O N U) zo Q w I ad a ���X rnQ �Qo Z O � FAN r U �Qo xU 3�QN oW0 m U) P 0 Q N a m V N c 0 Y_ .N m E 'm m a a a, w m rn 3 v N � N N U1 L a a a a v RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 /fax(757)622 -6883 \bYR 'Y WONAL execs a -, -zow 00 W ^ (V rl- lu`V *k J W _ nV N r I ¢ J J Q O = ? Cf F OQ U Z i LL m U C W O N a a` sheet S3.3 of 3" 3" F L )� L - m N E 6 Seci F6 RE VE IF AF f NOT USED SEE ARC HITEGTIRAL PLANS FOR IN-FILL WIDTH m n 2 GOURSES &ROUT GMU SOLID IF GMU 15 HOLLOW C GROUT GMU SOLID IF- GMU 15 HOLLOW GROUT GMU SOLID IF- GMU 15 HOLLOW '5EE DETAIL D d E FOR LINTEL BEAM INFO. O O �- ALL NEW OPENING CORNERS SHALL BE GORED AND GRIPPE SQUARE. OPENIN65 SHALL NOT BE OVER CUT, TYP. a ALZ WALL OPENIN65. RI THAT THERE AR CON L JOINTS IN THIS USE *TAIL E/ - IF THE ARE NOTIFY ENGINE - - NOT USED NEW (F� GMU SEE H/- IF SILL 15 UN6ROUTED 42" MAX. I, / TUBE STEEL COLUMN TYP. 1/4 N) #4 OWEL x8" EMBED NTO O SOLID 6ROUTED GMU • 32 O.G. TO MATCH (F) MA NRY (MIN. 2 PER W/)HIL IHYI50 EPDXY INTO - ,...T- -. -' -- - -- FACE) TYP. UNO _ #4 DONE L 32" O/G NE G BLOCK 11 11 1 11 1 TYP: X15TIN 501LD i — ROUTE GMU BLOCK LL i Z #4 We" O.G. VERT 8 RIZ. W/ SOILD UT i I� 4 GMU TEM WALL W/ 'LID ROUT OR OT"N PDXY (N) -BA MATGH(N) RTIG BARS ABOVE HOLL W GMU GELLS :E EN UNTERED :OUT $OLID. (5/8" (P ® 9 88 - 3/4" 0 • 10812" GMU WALL) THREADED RODS (SEE L/- FOR EMBED) W/ HILTI HY150 EPO Y, TYP. SEE G/- FOR INFO WHEN OPENING IS INTERUPE12 BY A TUBE STEE COLUMN OR PERPIDIGU AR GMU WALL, TYR -GROUT G U SOLID IF GMU 15 HO LOW SLAB 1/4 orb AT STEEL CMILI N V 1/2 "x4" PLATE W/ (3) (5/8" 0 ® 688 - THREADED (P " '..... GMU WALL) THREADED DED RODS x 11/2' (5EE L/- FOR EMBED) K/ HILTI HYI50 EPDXY, TYP. C� EQ Ea NOT i I/4 n AT PERPBJDIWLAR CMU WALL n DETAIL (N) *3 BAR CONT. T.O. (E) SLAB 8" INTO (E) SOLID &ROUTED CELL. IF THE GMU 15 NOT GROUTED - &ROUT ALL CELLS BETWEEN THE FIRST VERTICAL 50LID &ROUTED COLUMN • THE EDGE OF THE OPENING FROM THE BOTTOM OF THE WALL TO THE FIRST HORIZONTAL GROUTED BOND BEAM ABOVE THE OPENING. EXTEND THE DOWELS 8" INTO THE (E) &ROUTED GMU. USE #5 00�11EL5 • 16" O.G. ® THIS CONDITION (WHEN 'CELLS ADJACENT TO THE OPENING ARE NOT GROUTED). (N) #4 DOWEL x8" EMBED INTO (E) SOLID GROUTED TY GMU • 32 O.G. TO MATCH a (N ) OPENINGS (F) HORZ 8 VERTICAL D ® N BARS N/ HILTI HY150 EPDXY INTO (E) MASONRY (� (MIN. 2 PER FACE) TYP. UNO I EXISTING 501LD &ROUTED GMU BLOCK �I I I (N) #4 016" O.G. I I VERT 8 HORIZ. W/ z I I 501LD GROUT I I g I I m I I NEW GMU BLOCK Q I I � I I " (E) GMU STEM WALL W/ I I 5OLID &ROUT OR FOOTING. J I I EPDXY (N) RE -BAR TO MATCH (N) VERTICAL I I BARS ABOVE IF HOLLOW p=p I GMU CELLS ARE Q I I ENCOUNTERED &ROUT SEE 01-8 E/- FOR STEEL LINTEL ®(N) IF DOOR OPENIIN65 8 INFILL LOCATIONS. _ USE THE DETAIL FOR THE OPENING 51ZE OF THE FINAL- MASONRY OPENING. ALL NEW OPBNIN& CORNERS SHALL BE GORED AIND CHIPPED SQUARE. OPENIN65 SHALL NOT BE OVER GUT, TYP. 6 ALL MEW WALL OPENIN&5. SEC' DETAIL D8E MOIRE INFO. NEWT GMU BLOCK �.. EXTEND PAST INFILL SAME AMOUNT THAT 15 REQUIRED IN NEW OPENIN05 EXISTING 501LD I &ROUTED GMU BLOCK i°� USED — (W a*4 DOWEL x8" EMBED INTO (E) ��..// SOLID GROUTED GMU ®32" O.G. TO MATCH (N) HORZ. 8 VERTICAL BAIgS K/ HILTI HY150 EPDXY INTO (E) (MASONRY (MIN. 2 PER FACE) I I TYP. UNO I I` I I (E) r_MU STEM WALL W/ SOLID GROUT OR FOOTING. I EPDXY (N) RE -BAR TO I I I I (N) VERTICAL I I BARRS ABOVE IF HOLLOW CMU CELLS ARE SOLID. w I I I I ENCOUNTERED GROUT 50L -ID. tl, SEE ARCHITECTURAL PLANS FOR IN -FILL WIDTH LL INFILL NEXT TO TS 2 COURSES GROUT GMI SOLID IF GMU IS HOLLOV &ROUT GMU - 50LID IF GMU 15 HOLLOW KALL (E) FOOTING • (N) OR (E) DOOR OPENING A SEE ARCHIT£GTURAL PLANS FOR VERTICAL REINFORGEMEN _ FOR II REQUIREMENTS ® (N) INFILL C NEW OR EXB nNG DOOR OPENIP 5EE J- WHEN AN EXISTING CONTROL / LAN125 OVER THE NEW OPENING. o cc+. �rrw>7 2" 2" IK ---------= - - - - -- - I�--- ----- u---- - - - - -� / (N) 612x2b. -T CHANNEL / o o II o o I o II o I o o II o I II I IQII I II O Oil I I O I O O O 14 ALL NEW OPENING CORNERS I I SHALL BE GORED AND CHIPPED 5QUARE. OPENIN65 SHALL NOT E OVER GUT, TYP. • ALL NEW II I I L OPENIN65. I I II II (E) GMU BLOCK — II II � II II � II LI 9 II II L II II GROUT GMU EjOLI C I I &ROUT GMU SOLID I I GMU 15 HOLLOW GMU 15 HOLLOW I � II II L II II II II j I NE O NING I j I I II II u II II NO Co L JOINT WITHIN " OF EDGE OF O ENIN CONTRACTOR TO VERIFY 6. z II II � II II � II II II II II II II II II II II II I I SEE H/- IF SILL IS UNOROUTED I I - (E) SLAB - II II I, 80" MAX. I, YI��aCI�.F'711��J (F) SOLID GROUTED CELLS W/ EXISTING OR NEW GMU BLOCK (N) 3/4" GLEAN CRUSHED ROCK IN EXI5TIN6 GMU HOLLOW (SELLS 0 (N) CHANNEL �i__ (E) GMU WALL (N) EPDXIED THREADED ROD 1 DETAIL O O U O A 0 0 21. o 0 2.. / \ 2., 2.. I 1/4 / 0 0 S /I6 / o x5 /I(2 016" O.G., TYP. 3/4" m • 10812" GMU WALL) THREADED RODS (N) CHANNEL (SEE L/- FOR EMBED) W/ HILTI FROM D/- OR E/- HYI50 EPDXY, TYP. CONTROL JOINT n • THE ME)DLE OF THE WALL ABOVE THE NEW OPENM / BOTTOM OF ROOF DECKLE POER in 612X20. I -3 I/4 (5/8" 9 a 688 - 3/4" O ® (V 10812" GMU WALL) THREADED RODS (5EE L/- FOR EMBED) W/ HILTI "- - CONTROL JOINT HY150 EPDXY, TYR n • THE TOP OF THE NEW WALL OPE IG • THIE ROOF NOTE: I. AT ALL LOCATIONS WHERE EXISTING VERTICAL CELLS ARE BEING &ROUTED IN AN UN6ROUTED WALL (AS OPPOSED TO PARTIALLY 6ROUTED (AT REGULAR HORIZONTAL 4 VERTICAL INTERVALS) OR FULLY GROUTED WAW THE VERTICALLY GROUTED CELLS MUST BE EXTENDED TO THE ROOF DECK 8 (1) CONT. #5 BAR (CENTERED IN THE CELLS d WALL) SHOULD BE PLACED IN EVERY VERTICALLY GROUTED COLUMN OF GELL5. 2. AT NEW OPENIN&5 THAT HAVE UNGROUTED GMU CELLS BELOW THE NEW SILL (ONCE THE NEW OPENING 15 GUT IN) FILL THE CELLS W/ 3/4" GLEAN CRUSHED ROCK UP TO 8" BELOW THE NEW SILL LEVEL THEN GROUT THE TOP 8" SOLID. SEE DETAIL H/- FOR MORE INFO. K x(5 /8" (P • 668 - 3/4" m • 10812" GMU WALL) THREADED R01715 (5EE L/- FOR EMBED) W/ HILTI HY150 EPDXY, TYP. I I i - -5EE 61- FOR INFO WHEN OPENING 15 1NTERUPED BY A TUBE STEEL COLUMN, TYR IF SEE G/- FOR INFO WHEN OI INTERUPED BY A TUBE STEEL G( PERPIDIGULAR GMU W SEE H/- IF SILL 15 UN6ROUTED S — 8" INTO (E) SOLID &ROUTED CELL. IF THE GMU 15 NOT GROUTED - GROUT ALL CELLS BETWEEN THE FIRST VERTICAL SOLID &ROUTED COLUMN • THE EDGE OF THE OPENING FROM THE BOTTOM OF THE WALL TO THE FIR57 HORIZONTAL 6ROUTED BOND BEAM ABOVE THE OPENING. EXTEND THE DOWEL5 8" INTO THE (E) 6ROUTED GMU. USE #5 DOWELS • 16" O.G. • THIS CONDITION (WHEN CELLS ADJACENT TO THE OPENING ARE NOT &ROUTED). 4 #4 VC)i!EL • 32" O.G. TO MATCH (N) HORZ. 8 VERTICAL BARS W/ HILTI HYI50 I4 �,h EPDXY INTO (E) MASONRY (MIN. 2 PER " FADE), TYP. UNO f "T USED 5E£ FOUNDATION PLAN FOR CiMU WALL INFO. #4 x 16" LONG DOWEL • 32" O.G. TO MATCH (N) HORZ. E VERTICAL BARS W/ HILTI HY150 EPDXY INTO (E) MASONRY i (MIN. 2 PER SIDE) - (E) GMU 5TEM WALL W/ SOILD &ROUT OR FOOTING. EPDXY (n0 RE -BAR TO MATCH (N) VERTICAL BARS ABOVE IF HALLOW - . GMU GELL5 ARE ENCOUNTERED GROUT SOLID D O O CJ O D 2" 'ENIN IS -- II ILUM OR II _ ALL, II n o 0 II o II n o oll o n nntJTVni inWT ♦• • mrX SEE 61- FOR INTERUPED BY OR PERPIDI� a a o 0 2" NFO 14HEN OPENING 15 N TUEE STEEL COLUMN :ULA OMU WALL, TYP. Z7O O CD O O n n n NO COIJ�AOL JOM' n 5/e" 0 • 688 - 3/4" m • 0812" GMU WALL) THREADED RODS (5EE L/- =0R EMBED) W/ HILTI 4YI50 EPDXY. TYP. `_D6E OF OPENING '5/8" 0 • 688 - 3/4" 9 0812" GMU WALL) THREADED RODS (SEE L/- =OR EMBED) W/ HILTI 4YI50 EPDXY, TYP. DETAIL I 1 ALE: I/2" a I'LO" V zz H � W w aW m O N U) zo Q w I ad a ���X rnQ �Qo Z O � FAN r U �Qo xU 3�QN oW0 m U) P 0 Q N a m V N c 0 Y_ .N m E 'm m a a a, w m rn 3 v N � N N U1 L a a a a v RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 /fax(757)622 -6883 \bYR 'Y WONAL execs a -, -zow 00 W ^ (V rl- lu`V *k J W _ nV N r I ¢ J J Q O = ? Cf F OQ U Z i LL m U C W O N a a` sheet S3.3 of GMU TEM WALL W/ 'LID ROUT OR OT"N PDXY (N) -BA MATGH(N) RTIG BARS ABOVE HOLL W GMU GELLS :E EN UNTERED :OUT $OLID. (5/8" (P ® 9 88 - 3/4" 0 • 10812" GMU WALL) THREADED RODS (SEE L/- FOR EMBED) W/ HILTI HY150 EPO Y, TYP. SEE G/- FOR INFO WHEN OPENING IS INTERUPE12 BY A TUBE STEE COLUMN OR PERPIDIGU AR GMU WALL, TYR -GROUT G U SOLID IF GMU 15 HO LOW SLAB 1/4 orb AT STEEL CMILI N V 1/2 "x4" PLATE W/ (3) (5/8" 0 ® 688 - THREADED (P " '..... GMU WALL) THREADED DED RODS x 11/2' (5EE L/- FOR EMBED) K/ HILTI HYI50 EPDXY, TYP. C� EQ Ea NOT i I/4 n AT PERPBJDIWLAR CMU WALL n DETAIL (N) *3 BAR CONT. T.O. (E) SLAB 8" INTO (E) SOLID &ROUTED CELL. IF THE GMU 15 NOT GROUTED - &ROUT ALL CELLS BETWEEN THE FIRST VERTICAL 50LID &ROUTED COLUMN • THE EDGE OF THE OPENING FROM THE BOTTOM OF THE WALL TO THE FIRST HORIZONTAL GROUTED BOND BEAM ABOVE THE OPENING. EXTEND THE DOWELS 8" INTO THE (E) &ROUTED GMU. USE #5 00�11EL5 • 16" O.G. ® THIS CONDITION (WHEN 'CELLS ADJACENT TO THE OPENING ARE NOT GROUTED). (N) #4 DOWEL x8" EMBED INTO (E) SOLID GROUTED TY GMU • 32 O.G. TO MATCH a (N ) OPENINGS (F) HORZ 8 VERTICAL D ® N BARS N/ HILTI HY150 EPDXY INTO (E) MASONRY (� (MIN. 2 PER FACE) TYP. UNO I EXISTING 501LD &ROUTED GMU BLOCK �I I I (N) #4 016" O.G. I I VERT 8 HORIZ. W/ z I I 501LD GROUT I I g I I m I I NEW GMU BLOCK Q I I � I I " (E) GMU STEM WALL W/ I I 5OLID &ROUT OR FOOTING. J I I EPDXY (N) RE -BAR TO MATCH (N) VERTICAL I I BARS ABOVE IF HOLLOW p=p I GMU CELLS ARE Q I I ENCOUNTERED &ROUT SEE 01-8 E/- FOR STEEL LINTEL ®(N) IF DOOR OPENIIN65 8 INFILL LOCATIONS. _ USE THE DETAIL FOR THE OPENING 51ZE OF THE FINAL- MASONRY OPENING. ALL NEW OPBNIN& CORNERS SHALL BE GORED AIND CHIPPED SQUARE. OPENIN65 SHALL NOT BE OVER GUT, TYP. 6 ALL MEW WALL OPENIN&5. SEC' DETAIL D8E MOIRE INFO. NEWT GMU BLOCK �.. EXTEND PAST INFILL SAME AMOUNT THAT 15 REQUIRED IN NEW OPENIN05 EXISTING 501LD I &ROUTED GMU BLOCK i°� USED — (W a*4 DOWEL x8" EMBED INTO (E) ��..// SOLID GROUTED GMU ®32" O.G. TO MATCH (N) HORZ. 8 VERTICAL BAIgS K/ HILTI HY150 EPDXY INTO (E) (MASONRY (MIN. 2 PER FACE) I I TYP. UNO I I` I I (E) r_MU STEM WALL W/ SOLID GROUT OR FOOTING. I EPDXY (N) RE -BAR TO I I I I (N) VERTICAL I I BARRS ABOVE IF HOLLOW CMU CELLS ARE SOLID. w I I I I ENCOUNTERED GROUT 50L -ID. tl, SEE ARCHITECTURAL PLANS FOR IN -FILL WIDTH LL INFILL NEXT TO TS 2 COURSES GROUT GMI SOLID IF GMU IS HOLLOV &ROUT GMU - 50LID IF GMU 15 HOLLOW KALL (E) FOOTING • (N) OR (E) DOOR OPENING A SEE ARCHIT£GTURAL PLANS FOR VERTICAL REINFORGEMEN _ FOR II REQUIREMENTS ® (N) INFILL C NEW OR EXB nNG DOOR OPENIP 5EE J- WHEN AN EXISTING CONTROL / LAN125 OVER THE NEW OPENING. o cc+. �rrw>7 2" 2" IK ---------= - - - - -- - I�--- ----- u---- - - - - -� / (N) 612x2b. -T CHANNEL / o o II o o I o II o I o o II o I II I IQII I II O Oil I I O I O O O 14 ALL NEW OPENING CORNERS I I SHALL BE GORED AND CHIPPED 5QUARE. OPENIN65 SHALL NOT E OVER GUT, TYP. • ALL NEW II I I L OPENIN65. I I II II (E) GMU BLOCK — II II � II II � II LI 9 II II L II II GROUT GMU EjOLI C I I &ROUT GMU SOLID I I GMU 15 HOLLOW GMU 15 HOLLOW I � II II L II II II II j I NE O NING I j I I II II u II II NO Co L JOINT WITHIN " OF EDGE OF O ENIN CONTRACTOR TO VERIFY 6. z II II � II II � II II II II II II II II II II II II I I SEE H/- IF SILL IS UNOROUTED I I - (E) SLAB - II II I, 80" MAX. I, YI��aCI�.F'711��J (F) SOLID GROUTED CELLS W/ EXISTING OR NEW GMU BLOCK (N) 3/4" GLEAN CRUSHED ROCK IN EXI5TIN6 GMU HOLLOW (SELLS 0 (N) CHANNEL �i__ (E) GMU WALL (N) EPDXIED THREADED ROD 1 DETAIL O O U O A 0 0 21. o 0 2.. / \ 2., 2.. I 1/4 / 0 0 S /I6 / o x5 /I(2 016" O.G., TYP. 3/4" m • 10812" GMU WALL) THREADED RODS (N) CHANNEL (SEE L/- FOR EMBED) W/ HILTI FROM D/- OR E/- HYI50 EPDXY, TYP. CONTROL JOINT n • THE ME)DLE OF THE WALL ABOVE THE NEW OPENM / BOTTOM OF ROOF DECKLE POER in 612X20. I -3 I/4 (5/8" 9 a 688 - 3/4" O ® (V 10812" GMU WALL) THREADED RODS (5EE L/- FOR EMBED) W/ HILTI "- - CONTROL JOINT HY150 EPDXY, TYR n • THE TOP OF THE NEW WALL OPE IG • THIE ROOF NOTE: I. AT ALL LOCATIONS WHERE EXISTING VERTICAL CELLS ARE BEING &ROUTED IN AN UN6ROUTED WALL (AS OPPOSED TO PARTIALLY 6ROUTED (AT REGULAR HORIZONTAL 4 VERTICAL INTERVALS) OR FULLY GROUTED WAW THE VERTICALLY GROUTED CELLS MUST BE EXTENDED TO THE ROOF DECK 8 (1) CONT. #5 BAR (CENTERED IN THE CELLS d WALL) SHOULD BE PLACED IN EVERY VERTICALLY GROUTED COLUMN OF GELL5. 2. AT NEW OPENIN&5 THAT HAVE UNGROUTED GMU CELLS BELOW THE NEW SILL (ONCE THE NEW OPENING 15 GUT IN) FILL THE CELLS W/ 3/4" GLEAN CRUSHED ROCK UP TO 8" BELOW THE NEW SILL LEVEL THEN GROUT THE TOP 8" SOLID. SEE DETAIL H/- FOR MORE INFO. K x(5 /8" (P • 668 - 3/4" m • 10812" GMU WALL) THREADED R01715 (5EE L/- FOR EMBED) W/ HILTI HY150 EPDXY, TYP. I I i - -5EE 61- FOR INFO WHEN OPENING 15 1NTERUPED BY A TUBE STEEL COLUMN, TYR IF SEE G/- FOR INFO WHEN OI INTERUPED BY A TUBE STEEL G( PERPIDIGULAR GMU W SEE H/- IF SILL 15 UN6ROUTED S — 8" INTO (E) SOLID &ROUTED CELL. IF THE GMU 15 NOT GROUTED - GROUT ALL CELLS BETWEEN THE FIRST VERTICAL SOLID &ROUTED COLUMN • THE EDGE OF THE OPENING FROM THE BOTTOM OF THE WALL TO THE FIR57 HORIZONTAL 6ROUTED BOND BEAM ABOVE THE OPENING. EXTEND THE DOWEL5 8" INTO THE (E) 6ROUTED GMU. USE #5 DOWELS • 16" O.G. • THIS CONDITION (WHEN CELLS ADJACENT TO THE OPENING ARE NOT &ROUTED). 4 #4 VC)i!EL • 32" O.G. TO MATCH (N) HORZ. 8 VERTICAL BARS W/ HILTI HYI50 I4 �,h EPDXY INTO (E) MASONRY (MIN. 2 PER " FADE), TYP. UNO f "T USED 5E£ FOUNDATION PLAN FOR CiMU WALL INFO. #4 x 16" LONG DOWEL • 32" O.G. TO MATCH (N) HORZ. E VERTICAL BARS W/ HILTI HY150 EPDXY INTO (E) MASONRY i (MIN. 2 PER SIDE) - (E) GMU 5TEM WALL W/ SOILD &ROUT OR FOOTING. EPDXY (n0 RE -BAR TO MATCH (N) VERTICAL BARS ABOVE IF HALLOW - . GMU GELL5 ARE ENCOUNTERED GROUT SOLID D O O CJ O D 2" 'ENIN IS -- II ILUM OR II _ ALL, II n o 0 II o II n o oll o n nntJTVni inWT ♦• • mrX SEE 61- FOR INTERUPED BY OR PERPIDI� a a o 0 2" NFO 14HEN OPENING 15 N TUEE STEEL COLUMN :ULA OMU WALL, TYP. Z7O O CD O O n n n NO COIJ�AOL JOM' n 5/e" 0 • 688 - 3/4" m • 0812" GMU WALL) THREADED RODS (5EE L/- =0R EMBED) W/ HILTI 4YI50 EPDXY. TYP. `_D6E OF OPENING '5/8" 0 • 688 - 3/4" 9 0812" GMU WALL) THREADED RODS (SEE L/- =OR EMBED) W/ HILTI 4YI50 EPDXY, TYP. DETAIL I 1 ALE: I/2" a I'LO" V zz H � W w aW m O N U) zo Q w I ad a ���X rnQ �Qo Z O � FAN r U �Qo xU 3�QN oW0 m U) P 0 Q N a m V N c 0 Y_ .N m E 'm m a a a, w m rn 3 v N � N N U1 L a a a a v RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 /fax(757)622 -6883 \bYR 'Y WONAL execs a -, -zow 00 W ^ (V rl- lu`V *k J W _ nV N r I ¢ J J Q O = ? Cf F OQ U Z i LL m U C W O N a a` sheet S3.3 of (5/8" (P ® 9 88 - 3/4" 0 • 10812" GMU WALL) THREADED RODS (SEE L/- FOR EMBED) W/ HILTI HY150 EPO Y, TYP. SEE G/- FOR INFO WHEN OPENING IS INTERUPE12 BY A TUBE STEE COLUMN OR PERPIDIGU AR GMU WALL, TYR -GROUT G U SOLID IF GMU 15 HO LOW SLAB 1/4 orb AT STEEL CMILI N V 1/2 "x4" PLATE W/ (3) (5/8" 0 ® 688 - THREADED (P " '..... GMU WALL) THREADED DED RODS x 11/2' (5EE L/- FOR EMBED) K/ HILTI HYI50 EPDXY, TYP. C� EQ Ea NOT i I/4 n AT PERPBJDIWLAR CMU WALL n DETAIL (N) *3 BAR CONT. T.O. (E) SLAB 8" INTO (E) SOLID &ROUTED CELL. IF THE GMU 15 NOT GROUTED - &ROUT ALL CELLS BETWEEN THE FIRST VERTICAL 50LID &ROUTED COLUMN • THE EDGE OF THE OPENING FROM THE BOTTOM OF THE WALL TO THE FIRST HORIZONTAL GROUTED BOND BEAM ABOVE THE OPENING. EXTEND THE DOWELS 8" INTO THE (E) &ROUTED GMU. USE #5 00�11EL5 • 16" O.G. ® THIS CONDITION (WHEN 'CELLS ADJACENT TO THE OPENING ARE NOT GROUTED). (N) #4 DOWEL x8" EMBED INTO (E) SOLID GROUTED TY GMU • 32 O.G. TO MATCH a (N ) OPENINGS (F) HORZ 8 VERTICAL D ® N BARS N/ HILTI HY150 EPDXY INTO (E) MASONRY (� (MIN. 2 PER FACE) TYP. UNO I EXISTING 501LD &ROUTED GMU BLOCK �I I I (N) #4 016" O.G. I I VERT 8 HORIZ. W/ z I I 501LD GROUT I I g I I m I I NEW GMU BLOCK Q I I � I I " (E) GMU STEM WALL W/ I I 5OLID &ROUT OR FOOTING. J I I EPDXY (N) RE -BAR TO MATCH (N) VERTICAL I I BARS ABOVE IF HOLLOW p=p I GMU CELLS ARE Q I I ENCOUNTERED &ROUT SEE 01-8 E/- FOR STEEL LINTEL ®(N) IF DOOR OPENIIN65 8 INFILL LOCATIONS. _ USE THE DETAIL FOR THE OPENING 51ZE OF THE FINAL- MASONRY OPENING. ALL NEW OPBNIN& CORNERS SHALL BE GORED AIND CHIPPED SQUARE. OPENIN65 SHALL NOT BE OVER GUT, TYP. 6 ALL MEW WALL OPENIN&5. SEC' DETAIL D8E MOIRE INFO. NEWT GMU BLOCK �.. EXTEND PAST INFILL SAME AMOUNT THAT 15 REQUIRED IN NEW OPENIN05 EXISTING 501LD I &ROUTED GMU BLOCK i°� USED — (W a*4 DOWEL x8" EMBED INTO (E) ��..// SOLID GROUTED GMU ®32" O.G. TO MATCH (N) HORZ. 8 VERTICAL BAIgS K/ HILTI HY150 EPDXY INTO (E) (MASONRY (MIN. 2 PER FACE) I I TYP. UNO I I` I I (E) r_MU STEM WALL W/ SOLID GROUT OR FOOTING. I EPDXY (N) RE -BAR TO I I I I (N) VERTICAL I I BARRS ABOVE IF HOLLOW CMU CELLS ARE SOLID. w I I I I ENCOUNTERED GROUT 50L -ID. tl, SEE ARCHITECTURAL PLANS FOR IN -FILL WIDTH LL INFILL NEXT TO TS 2 COURSES GROUT GMI SOLID IF GMU IS HOLLOV &ROUT GMU - 50LID IF GMU 15 HOLLOW KALL (E) FOOTING • (N) OR (E) DOOR OPENING A SEE ARCHIT£GTURAL PLANS FOR VERTICAL REINFORGEMEN _ FOR II REQUIREMENTS ® (N) INFILL C NEW OR EXB nNG DOOR OPENIP 5EE J- WHEN AN EXISTING CONTROL / LAN125 OVER THE NEW OPENING. o cc+. �rrw>7 2" 2" IK ---------= - - - - -- - I�--- ----- u---- - - - - -� / (N) 612x2b. -T CHANNEL / o o II o o I o II o I o o II o I II I IQII I II O Oil I I O I O O O 14 ALL NEW OPENING CORNERS I I SHALL BE GORED AND CHIPPED 5QUARE. OPENIN65 SHALL NOT E OVER GUT, TYP. • ALL NEW II I I L OPENIN65. I I II II (E) GMU BLOCK — II II � II II � II LI 9 II II L II II GROUT GMU EjOLI C I I &ROUT GMU SOLID I I GMU 15 HOLLOW GMU 15 HOLLOW I � II II L II II II II j I NE O NING I j I I II II u II II NO Co L JOINT WITHIN " OF EDGE OF O ENIN CONTRACTOR TO VERIFY 6. z II II � II II � II II II II II II II II II II II II I I SEE H/- IF SILL IS UNOROUTED I I - (E) SLAB - II II I, 80" MAX. I, YI��aCI�.F'711��J (F) SOLID GROUTED CELLS W/ EXISTING OR NEW GMU BLOCK (N) 3/4" GLEAN CRUSHED ROCK IN EXI5TIN6 GMU HOLLOW (SELLS 0 (N) CHANNEL �i__ (E) GMU WALL (N) EPDXIED THREADED ROD 1 DETAIL O O U O A 0 0 21. o 0 2.. / \ 2., 2.. I 1/4 / 0 0 S /I6 / o x5 /I(2 016" O.G., TYP. 3/4" m • 10812" GMU WALL) THREADED RODS (N) CHANNEL (SEE L/- FOR EMBED) W/ HILTI FROM D/- OR E/- HYI50 EPDXY, TYP. CONTROL JOINT n • THE ME)DLE OF THE WALL ABOVE THE NEW OPENM / BOTTOM OF ROOF DECKLE POER in 612X20. I -3 I/4 (5/8" 9 a 688 - 3/4" O ® (V 10812" GMU WALL) THREADED RODS (5EE L/- FOR EMBED) W/ HILTI "- - CONTROL JOINT HY150 EPDXY, TYR n • THE TOP OF THE NEW WALL OPE IG • THIE ROOF NOTE: I. AT ALL LOCATIONS WHERE EXISTING VERTICAL CELLS ARE BEING &ROUTED IN AN UN6ROUTED WALL (AS OPPOSED TO PARTIALLY 6ROUTED (AT REGULAR HORIZONTAL 4 VERTICAL INTERVALS) OR FULLY GROUTED WAW THE VERTICALLY GROUTED CELLS MUST BE EXTENDED TO THE ROOF DECK 8 (1) CONT. #5 BAR (CENTERED IN THE CELLS d WALL) SHOULD BE PLACED IN EVERY VERTICALLY GROUTED COLUMN OF GELL5. 2. AT NEW OPENIN&5 THAT HAVE UNGROUTED GMU CELLS BELOW THE NEW SILL (ONCE THE NEW OPENING 15 GUT IN) FILL THE CELLS W/ 3/4" GLEAN CRUSHED ROCK UP TO 8" BELOW THE NEW SILL LEVEL THEN GROUT THE TOP 8" SOLID. SEE DETAIL H/- FOR MORE INFO. K x(5 /8" (P • 668 - 3/4" m • 10812" GMU WALL) THREADED R01715 (5EE L/- FOR EMBED) W/ HILTI HY150 EPDXY, TYP. I I i - -5EE 61- FOR INFO WHEN OPENING 15 1NTERUPED BY A TUBE STEEL COLUMN, TYR IF SEE G/- FOR INFO WHEN OI INTERUPED BY A TUBE STEEL G( PERPIDIGULAR GMU W SEE H/- IF SILL 15 UN6ROUTED S — 8" INTO (E) SOLID &ROUTED CELL. IF THE GMU 15 NOT GROUTED - GROUT ALL CELLS BETWEEN THE FIRST VERTICAL SOLID &ROUTED COLUMN • THE EDGE OF THE OPENING FROM THE BOTTOM OF THE WALL TO THE FIR57 HORIZONTAL 6ROUTED BOND BEAM ABOVE THE OPENING. EXTEND THE DOWEL5 8" INTO THE (E) 6ROUTED GMU. USE #5 DOWELS • 16" O.G. • THIS CONDITION (WHEN CELLS ADJACENT TO THE OPENING ARE NOT &ROUTED). 4 #4 VC)i!EL • 32" O.G. TO MATCH (N) HORZ. 8 VERTICAL BARS W/ HILTI HYI50 I4 �,h EPDXY INTO (E) MASONRY (MIN. 2 PER " FADE), TYP. UNO f "T USED 5E£ FOUNDATION PLAN FOR CiMU WALL INFO. #4 x 16" LONG DOWEL • 32" O.G. TO MATCH (N) HORZ. E VERTICAL BARS W/ HILTI HY150 EPDXY INTO (E) MASONRY i (MIN. 2 PER SIDE) - (E) GMU 5TEM WALL W/ SOILD &ROUT OR FOOTING. EPDXY (n0 RE -BAR TO MATCH (N) VERTICAL BARS ABOVE IF HALLOW - . GMU GELL5 ARE ENCOUNTERED GROUT SOLID D O O CJ O D 2" 'ENIN IS -- II ILUM OR II _ ALL, II n o 0 II o II n o oll o n nntJTVni inWT ♦• • mrX SEE 61- FOR INTERUPED BY OR PERPIDI� a a o 0 2" NFO 14HEN OPENING 15 N TUEE STEEL COLUMN :ULA OMU WALL, TYP. Z7O O CD O O n n n NO COIJ�AOL JOM' n 5/e" 0 • 688 - 3/4" m • 0812" GMU WALL) THREADED RODS (5EE L/- =0R EMBED) W/ HILTI 4YI50 EPDXY. TYP. `_D6E OF OPENING '5/8" 0 • 688 - 3/4" 9 0812" GMU WALL) THREADED RODS (SEE L/- =OR EMBED) W/ HILTI 4YI50 EPDXY, TYP. DETAIL I 1 ALE: I/2" a I'LO" V zz H � W w aW m O N U) zo Q w I ad a ���X rnQ �Qo Z O � FAN r U �Qo xU 3�QN oW0 m U) P 0 Q N a m V N c 0 Y_ .N m E 'm m a a a, w m rn 3 v N � N N U1 L a a a a v RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 /fax(757)622 -6883 \bYR 'Y WONAL execs a -, -zow 00 W ^ (V rl- lu`V *k J W _ nV N r I ¢ J J Q O = ? Cf F OQ U Z i LL m U C W O N a a` sheet S3.3 of -GROUT G U SOLID IF GMU 15 HO LOW SLAB 1/4 orb AT STEEL CMILI N V 1/2 "x4" PLATE W/ (3) (5/8" 0 ® 688 - THREADED (P " '..... GMU WALL) THREADED DED RODS x 11/2' (5EE L/- FOR EMBED) K/ HILTI HYI50 EPDXY, TYP. C� EQ Ea NOT i I/4 n AT PERPBJDIWLAR CMU WALL n DETAIL (N) *3 BAR CONT. T.O. (E) SLAB 8" INTO (E) SOLID &ROUTED CELL. IF THE GMU 15 NOT GROUTED - &ROUT ALL CELLS BETWEEN THE FIRST VERTICAL 50LID &ROUTED COLUMN • THE EDGE OF THE OPENING FROM THE BOTTOM OF THE WALL TO THE FIRST HORIZONTAL GROUTED BOND BEAM ABOVE THE OPENING. EXTEND THE DOWELS 8" INTO THE (E) &ROUTED GMU. USE #5 00�11EL5 • 16" O.G. ® THIS CONDITION (WHEN 'CELLS ADJACENT TO THE OPENING ARE NOT GROUTED). (N) #4 DOWEL x8" EMBED INTO (E) SOLID GROUTED TY GMU • 32 O.G. TO MATCH a (N ) OPENINGS (F) HORZ 8 VERTICAL D ® N BARS N/ HILTI HY150 EPDXY INTO (E) MASONRY (� (MIN. 2 PER FACE) TYP. UNO I EXISTING 501LD &ROUTED GMU BLOCK �I I I (N) #4 016" O.G. I I VERT 8 HORIZ. W/ z I I 501LD GROUT I I g I I m I I NEW GMU BLOCK Q I I � I I " (E) GMU STEM WALL W/ I I 5OLID &ROUT OR FOOTING. J I I EPDXY (N) RE -BAR TO MATCH (N) VERTICAL I I BARS ABOVE IF HOLLOW p=p I GMU CELLS ARE Q I I ENCOUNTERED &ROUT SEE 01-8 E/- FOR STEEL LINTEL ®(N) IF DOOR OPENIIN65 8 INFILL LOCATIONS. _ USE THE DETAIL FOR THE OPENING 51ZE OF THE FINAL- MASONRY OPENING. ALL NEW OPBNIN& CORNERS SHALL BE GORED AIND CHIPPED SQUARE. OPENIN65 SHALL NOT BE OVER GUT, TYP. 6 ALL MEW WALL OPENIN&5. SEC' DETAIL D8E MOIRE INFO. NEWT GMU BLOCK �.. EXTEND PAST INFILL SAME AMOUNT THAT 15 REQUIRED IN NEW OPENIN05 EXISTING 501LD I &ROUTED GMU BLOCK i°� USED — (W a*4 DOWEL x8" EMBED INTO (E) ��..// SOLID GROUTED GMU ®32" O.G. TO MATCH (N) HORZ. 8 VERTICAL BAIgS K/ HILTI HY150 EPDXY INTO (E) (MASONRY (MIN. 2 PER FACE) I I TYP. UNO I I` I I (E) r_MU STEM WALL W/ SOLID GROUT OR FOOTING. I EPDXY (N) RE -BAR TO I I I I (N) VERTICAL I I BARRS ABOVE IF HOLLOW CMU CELLS ARE SOLID. w I I I I ENCOUNTERED GROUT 50L -ID. tl, SEE ARCHITECTURAL PLANS FOR IN -FILL WIDTH LL INFILL NEXT TO TS 2 COURSES GROUT GMI SOLID IF GMU IS HOLLOV &ROUT GMU - 50LID IF GMU 15 HOLLOW KALL (E) FOOTING • (N) OR (E) DOOR OPENING A SEE ARCHIT£GTURAL PLANS FOR VERTICAL REINFORGEMEN _ FOR II REQUIREMENTS ® (N) INFILL C NEW OR EXB nNG DOOR OPENIP 5EE J- WHEN AN EXISTING CONTROL / LAN125 OVER THE NEW OPENING. o cc+. �rrw>7 2" 2" IK ---------= - - - - -- - I�--- ----- u---- - - - - -� / (N) 612x2b. -T CHANNEL / o o II o o I o II o I o o II o I II I IQII I II O Oil I I O I O O O 14 ALL NEW OPENING CORNERS I I SHALL BE GORED AND CHIPPED 5QUARE. OPENIN65 SHALL NOT E OVER GUT, TYP. • ALL NEW II I I L OPENIN65. I I II II (E) GMU BLOCK — II II � II II � II LI 9 II II L II II GROUT GMU EjOLI C I I &ROUT GMU SOLID I I GMU 15 HOLLOW GMU 15 HOLLOW I � II II L II II II II j I NE O NING I j I I II II u II II NO Co L JOINT WITHIN " OF EDGE OF O ENIN CONTRACTOR TO VERIFY 6. z II II � II II � II II II II II II II II II II II II I I SEE H/- IF SILL IS UNOROUTED I I - (E) SLAB - II II I, 80" MAX. I, YI��aCI�.F'711��J (F) SOLID GROUTED CELLS W/ EXISTING OR NEW GMU BLOCK (N) 3/4" GLEAN CRUSHED ROCK IN EXI5TIN6 GMU HOLLOW (SELLS 0 (N) CHANNEL �i__ (E) GMU WALL (N) EPDXIED THREADED ROD 1 DETAIL O O U O A 0 0 21. o 0 2.. / \ 2., 2.. I 1/4 / 0 0 S /I6 / o x5 /I(2 016" O.G., TYP. 3/4" m • 10812" GMU WALL) THREADED RODS (N) CHANNEL (SEE L/- FOR EMBED) W/ HILTI FROM D/- OR E/- HYI50 EPDXY, TYP. CONTROL JOINT n • THE ME)DLE OF THE WALL ABOVE THE NEW OPENM / BOTTOM OF ROOF DECKLE POER in 612X20. I -3 I/4 (5/8" 9 a 688 - 3/4" O ® (V 10812" GMU WALL) THREADED RODS (5EE L/- FOR EMBED) W/ HILTI "- - CONTROL JOINT HY150 EPDXY, TYR n • THE TOP OF THE NEW WALL OPE IG • THIE ROOF NOTE: I. AT ALL LOCATIONS WHERE EXISTING VERTICAL CELLS ARE BEING &ROUTED IN AN UN6ROUTED WALL (AS OPPOSED TO PARTIALLY 6ROUTED (AT REGULAR HORIZONTAL 4 VERTICAL INTERVALS) OR FULLY GROUTED WAW THE VERTICALLY GROUTED CELLS MUST BE EXTENDED TO THE ROOF DECK 8 (1) CONT. #5 BAR (CENTERED IN THE CELLS d WALL) SHOULD BE PLACED IN EVERY VERTICALLY GROUTED COLUMN OF GELL5. 2. AT NEW OPENIN&5 THAT HAVE UNGROUTED GMU CELLS BELOW THE NEW SILL (ONCE THE NEW OPENING 15 GUT IN) FILL THE CELLS W/ 3/4" GLEAN CRUSHED ROCK UP TO 8" BELOW THE NEW SILL LEVEL THEN GROUT THE TOP 8" SOLID. SEE DETAIL H/- FOR MORE INFO. K x(5 /8" (P • 668 - 3/4" m • 10812" GMU WALL) THREADED R01715 (5EE L/- FOR EMBED) W/ HILTI HY150 EPDXY, TYP. I I i - -5EE 61- FOR INFO WHEN OPENING 15 1NTERUPED BY A TUBE STEEL COLUMN, TYR IF SEE G/- FOR INFO WHEN OI INTERUPED BY A TUBE STEEL G( PERPIDIGULAR GMU W SEE H/- IF SILL 15 UN6ROUTED S — 8" INTO (E) SOLID &ROUTED CELL. IF THE GMU 15 NOT GROUTED - GROUT ALL CELLS BETWEEN THE FIRST VERTICAL SOLID &ROUTED COLUMN • THE EDGE OF THE OPENING FROM THE BOTTOM OF THE WALL TO THE FIR57 HORIZONTAL 6ROUTED BOND BEAM ABOVE THE OPENING. EXTEND THE DOWEL5 8" INTO THE (E) 6ROUTED GMU. USE #5 DOWELS • 16" O.G. • THIS CONDITION (WHEN CELLS ADJACENT TO THE OPENING ARE NOT &ROUTED). 4 #4 VC)i!EL • 32" O.G. TO MATCH (N) HORZ. 8 VERTICAL BARS W/ HILTI HYI50 I4 �,h EPDXY INTO (E) MASONRY (MIN. 2 PER " FADE), TYP. UNO f "T USED 5E£ FOUNDATION PLAN FOR CiMU WALL INFO. #4 x 16" LONG DOWEL • 32" O.G. TO MATCH (N) HORZ. E VERTICAL BARS W/ HILTI HY150 EPDXY INTO (E) MASONRY i (MIN. 2 PER SIDE) - (E) GMU 5TEM WALL W/ SOILD &ROUT OR FOOTING. EPDXY (n0 RE -BAR TO MATCH (N) VERTICAL BARS ABOVE IF HALLOW - . GMU GELL5 ARE ENCOUNTERED GROUT SOLID D O O CJ O D 2" 'ENIN IS -- II ILUM OR II _ ALL, II n o 0 II o II n o oll o n nntJTVni inWT ♦• • mrX SEE 61- FOR INTERUPED BY OR PERPIDI� a a o 0 2" NFO 14HEN OPENING 15 N TUEE STEEL COLUMN :ULA OMU WALL, TYP. Z7O O CD O O n n n NO COIJ�AOL JOM' n 5/e" 0 • 688 - 3/4" m • 0812" GMU WALL) THREADED RODS (5EE L/- =0R EMBED) W/ HILTI 4YI50 EPDXY. TYP. `_D6E OF OPENING '5/8" 0 • 688 - 3/4" 9 0812" GMU WALL) THREADED RODS (SEE L/- =OR EMBED) W/ HILTI 4YI50 EPDXY, TYP. DETAIL I 1 ALE: I/2" a I'LO" V zz H � W w aW m O N U) zo Q w I ad a ���X rnQ �Qo Z O � FAN r U �Qo xU 3�QN oW0 m U) P 0 Q N a m V N c 0 Y_ .N m E 'm m a a a, w m rn 3 v N � N N U1 L a a a a v RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 /fax(757)622 -6883 \bYR 'Y WONAL execs a -, -zow 00 W ^ (V rl- lu`V *k J W _ nV N r I ¢ J J Q O = ? Cf F OQ U Z i LL m U C W O N a a` sheet S3.3 of YI��aCI�.F'711��J (F) SOLID GROUTED CELLS W/ EXISTING OR NEW GMU BLOCK (N) 3/4" GLEAN CRUSHED ROCK IN EXI5TIN6 GMU HOLLOW (SELLS 0 (N) CHANNEL �i__ (E) GMU WALL (N) EPDXIED THREADED ROD 1 DETAIL O O U O A 0 0 21. o 0 2.. / \ 2., 2.. I 1/4 / 0 0 S /I6 / o x5 /I(2 016" O.G., TYP. 3/4" m • 10812" GMU WALL) THREADED RODS (N) CHANNEL (SEE L/- FOR EMBED) W/ HILTI FROM D/- OR E/- HYI50 EPDXY, TYP. CONTROL JOINT n • THE ME)DLE OF THE WALL ABOVE THE NEW OPENM / BOTTOM OF ROOF DECKLE POER in 612X20. I -3 I/4 (5/8" 9 a 688 - 3/4" O ® (V 10812" GMU WALL) THREADED RODS (5EE L/- FOR EMBED) W/ HILTI "- - CONTROL JOINT HY150 EPDXY, TYR n • THE TOP OF THE NEW WALL OPE IG • THIE ROOF NOTE: I. AT ALL LOCATIONS WHERE EXISTING VERTICAL CELLS ARE BEING &ROUTED IN AN UN6ROUTED WALL (AS OPPOSED TO PARTIALLY 6ROUTED (AT REGULAR HORIZONTAL 4 VERTICAL INTERVALS) OR FULLY GROUTED WAW THE VERTICALLY GROUTED CELLS MUST BE EXTENDED TO THE ROOF DECK 8 (1) CONT. #5 BAR (CENTERED IN THE CELLS d WALL) SHOULD BE PLACED IN EVERY VERTICALLY GROUTED COLUMN OF GELL5. 2. AT NEW OPENIN&5 THAT HAVE UNGROUTED GMU CELLS BELOW THE NEW SILL (ONCE THE NEW OPENING 15 GUT IN) FILL THE CELLS W/ 3/4" GLEAN CRUSHED ROCK UP TO 8" BELOW THE NEW SILL LEVEL THEN GROUT THE TOP 8" SOLID. SEE DETAIL H/- FOR MORE INFO. K x(5 /8" (P • 668 - 3/4" m • 10812" GMU WALL) THREADED R01715 (5EE L/- FOR EMBED) W/ HILTI HY150 EPDXY, TYP. I I i - -5EE 61- FOR INFO WHEN OPENING 15 1NTERUPED BY A TUBE STEEL COLUMN, TYR IF SEE G/- FOR INFO WHEN OI INTERUPED BY A TUBE STEEL G( PERPIDIGULAR GMU W SEE H/- IF SILL 15 UN6ROUTED S — 8" INTO (E) SOLID &ROUTED CELL. IF THE GMU 15 NOT GROUTED - GROUT ALL CELLS BETWEEN THE FIRST VERTICAL SOLID &ROUTED COLUMN • THE EDGE OF THE OPENING FROM THE BOTTOM OF THE WALL TO THE FIR57 HORIZONTAL 6ROUTED BOND BEAM ABOVE THE OPENING. EXTEND THE DOWEL5 8" INTO THE (E) 6ROUTED GMU. USE #5 DOWELS • 16" O.G. • THIS CONDITION (WHEN CELLS ADJACENT TO THE OPENING ARE NOT &ROUTED). 4 #4 VC)i!EL • 32" O.G. TO MATCH (N) HORZ. 8 VERTICAL BARS W/ HILTI HYI50 I4 �,h EPDXY INTO (E) MASONRY (MIN. 2 PER " FADE), TYP. UNO f "T USED 5E£ FOUNDATION PLAN FOR CiMU WALL INFO. #4 x 16" LONG DOWEL • 32" O.G. TO MATCH (N) HORZ. E VERTICAL BARS W/ HILTI HY150 EPDXY INTO (E) MASONRY i (MIN. 2 PER SIDE) - (E) GMU 5TEM WALL W/ SOILD &ROUT OR FOOTING. EPDXY (n0 RE -BAR TO MATCH (N) VERTICAL BARS ABOVE IF HALLOW - . GMU GELL5 ARE ENCOUNTERED GROUT SOLID D O O CJ O D 2" 'ENIN IS -- II ILUM OR II _ ALL, II n o 0 II o II n o oll o n nntJTVni inWT ♦• • mrX SEE 61- FOR INTERUPED BY OR PERPIDI� a a o 0 2" NFO 14HEN OPENING 15 N TUEE STEEL COLUMN :ULA OMU WALL, TYP. Z7O O CD O O n n n NO COIJ�AOL JOM' n 5/e" 0 • 688 - 3/4" m • 0812" GMU WALL) THREADED RODS (5EE L/- =0R EMBED) W/ HILTI 4YI50 EPDXY. TYP. `_D6E OF OPENING '5/8" 0 • 688 - 3/4" 9 0812" GMU WALL) THREADED RODS (SEE L/- =OR EMBED) W/ HILTI 4YI50 EPDXY, TYP. DETAIL I 1 ALE: I/2" a I'LO" V zz H � W w aW m O N U) zo Q w I ad a ���X rnQ �Qo Z O � FAN r U �Qo xU 3�QN oW0 m U) P 0 Q N a m V N c 0 Y_ .N m E 'm m a a a, w m rn 3 v N � N N U1 L a a a a v RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 /fax(757)622 -6883 \bYR 'Y WONAL execs a -, -zow 00 W ^ (V rl- lu`V *k J W _ nV N r I ¢ J J Q O = ? Cf F OQ U Z i LL m U C W O N a a` sheet S3.3 of 1 DETAIL O O U O A 0 0 21. o 0 2.. / \ 2., 2.. I 1/4 / 0 0 S /I6 / o x5 /I(2 016" O.G., TYP. 3/4" m • 10812" GMU WALL) THREADED RODS (N) CHANNEL (SEE L/- FOR EMBED) W/ HILTI FROM D/- OR E/- HYI50 EPDXY, TYP. CONTROL JOINT n • THE ME)DLE OF THE WALL ABOVE THE NEW OPENM / BOTTOM OF ROOF DECKLE POER in 612X20. I -3 I/4 (5/8" 9 a 688 - 3/4" O ® (V 10812" GMU WALL) THREADED RODS (5EE L/- FOR EMBED) W/ HILTI "- - CONTROL JOINT HY150 EPDXY, TYR n • THE TOP OF THE NEW WALL OPE IG • THIE ROOF NOTE: I. AT ALL LOCATIONS WHERE EXISTING VERTICAL CELLS ARE BEING &ROUTED IN AN UN6ROUTED WALL (AS OPPOSED TO PARTIALLY 6ROUTED (AT REGULAR HORIZONTAL 4 VERTICAL INTERVALS) OR FULLY GROUTED WAW THE VERTICALLY GROUTED CELLS MUST BE EXTENDED TO THE ROOF DECK 8 (1) CONT. #5 BAR (CENTERED IN THE CELLS d WALL) SHOULD BE PLACED IN EVERY VERTICALLY GROUTED COLUMN OF GELL5. 2. AT NEW OPENIN&5 THAT HAVE UNGROUTED GMU CELLS BELOW THE NEW SILL (ONCE THE NEW OPENING 15 GUT IN) FILL THE CELLS W/ 3/4" GLEAN CRUSHED ROCK UP TO 8" BELOW THE NEW SILL LEVEL THEN GROUT THE TOP 8" SOLID. SEE DETAIL H/- FOR MORE INFO. K x(5 /8" (P • 668 - 3/4" m • 10812" GMU WALL) THREADED R01715 (5EE L/- FOR EMBED) W/ HILTI HY150 EPDXY, TYP. I I i - -5EE 61- FOR INFO WHEN OPENING 15 1NTERUPED BY A TUBE STEEL COLUMN, TYR IF SEE G/- FOR INFO WHEN OI INTERUPED BY A TUBE STEEL G( PERPIDIGULAR GMU W SEE H/- IF SILL 15 UN6ROUTED S — 8" INTO (E) SOLID &ROUTED CELL. IF THE GMU 15 NOT GROUTED - GROUT ALL CELLS BETWEEN THE FIRST VERTICAL SOLID &ROUTED COLUMN • THE EDGE OF THE OPENING FROM THE BOTTOM OF THE WALL TO THE FIR57 HORIZONTAL 6ROUTED BOND BEAM ABOVE THE OPENING. EXTEND THE DOWEL5 8" INTO THE (E) 6ROUTED GMU. USE #5 DOWELS • 16" O.G. • THIS CONDITION (WHEN CELLS ADJACENT TO THE OPENING ARE NOT &ROUTED). 4 #4 VC)i!EL • 32" O.G. TO MATCH (N) HORZ. 8 VERTICAL BARS W/ HILTI HYI50 I4 �,h EPDXY INTO (E) MASONRY (MIN. 2 PER " FADE), TYP. UNO f "T USED 5E£ FOUNDATION PLAN FOR CiMU WALL INFO. #4 x 16" LONG DOWEL • 32" O.G. TO MATCH (N) HORZ. E VERTICAL BARS W/ HILTI HY150 EPDXY INTO (E) MASONRY i (MIN. 2 PER SIDE) - (E) GMU 5TEM WALL W/ SOILD &ROUT OR FOOTING. EPDXY (n0 RE -BAR TO MATCH (N) VERTICAL BARS ABOVE IF HALLOW - . GMU GELL5 ARE ENCOUNTERED GROUT SOLID D O O CJ O D 2" 'ENIN IS -- II ILUM OR II _ ALL, II n o 0 II o II n o oll o n nntJTVni inWT ♦• • mrX SEE 61- FOR INTERUPED BY OR PERPIDI� a a o 0 2" NFO 14HEN OPENING 15 N TUEE STEEL COLUMN :ULA OMU WALL, TYP. Z7O O CD O O n n n NO COIJ�AOL JOM' n 5/e" 0 • 688 - 3/4" m • 0812" GMU WALL) THREADED RODS (5EE L/- =0R EMBED) W/ HILTI 4YI50 EPDXY. TYP. `_D6E OF OPENING '5/8" 0 • 688 - 3/4" 9 0812" GMU WALL) THREADED RODS (SEE L/- =OR EMBED) W/ HILTI 4YI50 EPDXY, TYP. DETAIL I 1 ALE: I/2" a I'LO" V zz H � W w aW m O N U) zo Q w I ad a ���X rnQ �Qo Z O � FAN r U �Qo xU 3�QN oW0 m U) P 0 Q N a m V N c 0 Y_ .N m E 'm m a a a, w m rn 3 v N � N N U1 L a a a a v RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 /fax(757)622 -6883 \bYR 'Y WONAL execs a -, -zow 00 W ^ (V rl- lu`V *k J W _ nV N r I ¢ J J Q O = ? Cf F OQ U Z i LL m U C W O N a a` sheet S3.3 of D O O CJ O D 2" 'ENIN IS -- II ILUM OR II _ ALL, II n o 0 II o II n o oll o n nntJTVni inWT ♦• • mrX SEE 61- FOR INTERUPED BY OR PERPIDI� a a o 0 2" NFO 14HEN OPENING 15 N TUEE STEEL COLUMN :ULA OMU WALL, TYP. Z7O O CD O O n n n NO COIJ�AOL JOM' n 5/e" 0 • 688 - 3/4" m • 0812" GMU WALL) THREADED RODS (5EE L/- =0R EMBED) W/ HILTI 4YI50 EPDXY. TYP. `_D6E OF OPENING '5/8" 0 • 688 - 3/4" 9 0812" GMU WALL) THREADED RODS (SEE L/- =OR EMBED) W/ HILTI 4YI50 EPDXY, TYP. DETAIL I 1 ALE: I/2" a I'LO" V zz H � W w aW m O N U) zo Q w I ad a ���X rnQ �Qo Z O � FAN r U �Qo xU 3�QN oW0 m U) P 0 Q N a m V N c 0 Y_ .N m E 'm m a a a, w m rn 3 v N � N N U1 L a a a a v RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 /fax(757)622 -6883 \bYR 'Y WONAL execs a -, -zow 00 W ^ (V rl- lu`V *k J W _ nV N r I ¢ J J Q O = ? Cf F OQ U Z i LL m U C W O N a a` sheet S3.3 of ♦• • mrX SEE 61- FOR INTERUPED BY OR PERPIDI� a a o 0 2" NFO 14HEN OPENING 15 N TUEE STEEL COLUMN :ULA OMU WALL, TYP. Z7O O CD O O n n n NO COIJ�AOL JOM' n 5/e" 0 • 688 - 3/4" m • 0812" GMU WALL) THREADED RODS (5EE L/- =0R EMBED) W/ HILTI 4YI50 EPDXY. TYP. `_D6E OF OPENING '5/8" 0 • 688 - 3/4" 9 0812" GMU WALL) THREADED RODS (SEE L/- =OR EMBED) W/ HILTI 4YI50 EPDXY, TYP. DETAIL I 1 ALE: I/2" a I'LO" V zz H � W w aW m O N U) zo Q w I ad a ���X rnQ �Qo Z O � FAN r U �Qo xU 3�QN oW0 m U) P 0 Q N a m V N c 0 Y_ .N m E 'm m a a a, w m rn 3 v N � N N U1 L a a a a v RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 /fax(757)622 -6883 \bYR 'Y WONAL execs a -, -zow 00 W ^ (V rl- lu`V *k J W _ nV N r I ¢ J J Q O = ? Cf F OQ U Z i LL m U C W O N a a` sheet S3.3 of n NO COIJ�AOL JOM' n 5/e" 0 • 688 - 3/4" m • 0812" GMU WALL) THREADED RODS (5EE L/- =0R EMBED) W/ HILTI 4YI50 EPDXY. TYP. `_D6E OF OPENING '5/8" 0 • 688 - 3/4" 9 0812" GMU WALL) THREADED RODS (SEE L/- =OR EMBED) W/ HILTI 4YI50 EPDXY, TYP. DETAIL I 1 ALE: I/2" a I'LO" V zz H � W w aW m O N U) zo Q w I ad a ���X rnQ �Qo Z O � FAN r U �Qo xU 3�QN oW0 m U) P 0 Q N a m V N c 0 Y_ .N m E 'm m a a a, w m rn 3 v N � N N U1 L a a a a v RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 /fax(757)622 -6883 \bYR 'Y WONAL execs a -, -zow 00 W ^ (V rl- lu`V *k J W _ nV N r I ¢ J J Q O = ? Cf F OQ U Z i LL m U C W O N a a` sheet S3.3 of RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 /fax(757)622 -6883 \bYR 'Y WONAL execs a -, -zow 00 W ^ (V rl- lu`V *k J W _ nV N r I ¢ J J Q O = ? Cf F OQ U Z i LL m U C W O N a a` sheet S3.3 of GENERAL NOTES A) HVAG ROOF GURB5 SLOPED TO MATCH ROOF PITCH SHALL BE PROVIDED BY CONTRACTOR AND ARE NOT PART OF THE NATIONAL ACCOUNT PROV1510N5. g) CONTRACTOR SHALL IDENTIFY ALL HVAC EQUIPMENT WITH STORE NAI E AND UNIT W43ER USING PERMANENT, HEATHER PROOF 2' HIGH DIE-CUT LETTER5. G) PROVIDE PROPER CONDENSATE TRAP AND TERMINATE AS REQUIRED BY LOCAL CODE. D) H IT LANDLORDS FIELD REPRESENTATIVE ND SHALL BE DOZE BY A LANDLORD APPROVED ROOFI CONTRACTOR IN ORDER TO MAINTAIN THE ROOFING WARRANTEE. ALL VENTS SHALL EXTEND A MINIMUM OF 12 INCHES ABOVE ROOF AND SHALL BE A MINIMUM OF 10 FEET FROM ANY OUTSIDE AIR INTAKE. E) ALL DUCT SIZES 5HOHN ARE CLEAR IN51DE AIR FLOW DIMEN510N5. F,) DO NOT PROVIDE AIR EXTRACTORS OR 5PLITTER DAMPERS MICH PROTRUDE INTO RECTANGULAR TRUNK DUCTS (H ERE USED). PROVIDE ROUND SPIN -IN FITTINGS FOR ROUND BRANCH DUCTS. G) ROUND BRANCH DUCTS WHERE INDICATED ARE SAME 51ZE A5 ATTACHED D1FFU5ER NECK SIZE. H) DO NOT SUSPEND ANY 1TEM5 FROM DECK OR SLAB ABOVE. ALL ITEMS SHALL SUSPENDED FROM STRUCTURE UNLESS OTHERWISE NOTED. PROVIDE MISCELLANEOUS STEEL AS REQUIRED. I) WHERE GEILIN6 SPACE 15 NOT SUFFICIENT TO PERMIT TOP CONNECTION TO GEILIN6 DIFFUSER HITH PROPER BEND RADIUS FOR FLEXIBLE DUCT, CONTRACTOR SHALL FABRICATE AND /OR PROVIDE AN ADAPTER BOX FOR DIFFUSER TO PERMIT SIDE CONNECTION OF FLEXIBLE DUCT. J.) GONTRAGTOR 514ALL COORDINATE AND 51-HEDULE ALL HORK HITH LANDLORD'S FIELD REPRESENTATIVE. K.) PROVIDE SUPPORT FOR PIPING ON ROOF PER LANDLORDS ROOFING CONTRACTORS RECOMMENDATIONS. L) R RNI5H AND INSTALL SMOKE DUCT DETECTOR (SYSTEM 5EN50R D4120) IN RETURN AIR. WIRE SMOKE DUCT DETECTOR TO BUILDING FIRE ALARM CONTROL PANEL OR FURNISH AND INSTALL A REMOTE AUDIBLEN 50AL ALARM DEVICE WITH A REMOTE TEST 5HITGH (SYSTEM SENSOR RT52 -AO5) LOCATED IN AN APPROVED LOCATION. FIELD VERIFY EXACT REQUIREMENTS. CONTRACTOR SHALL TEST 5Y5TEM TO INSURE PROPER FUNCTION PRIOR TO TENANT OGGUPYIN6 SPACE. FIRE PROTECTION 5TANDARD5 THE CONTRACTOR SHALL RETAIN AND PAY FOR A "PROFE5510NAL OF RECORD' FOR ALL FIRE SPRINKLER AND FIRE PROTECTION HORK. THE DRAWINGS AND ALL SPECIFICATIONS FOR ALL FIRE PROTECTION WORK ARE PERFORMANCE IN SCOPE AND INTENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DE516N, LAYOUT, DETAILS, DRAWINGS, 000UMENT5, MATERIALS, EQUIPMENT, LABOR, AND ALL CRITERIA TO MEET GOVERNING AUTHORITIES, GODE5, REGULATIONS, AND UNDERWRITERS REQUIREMENTS FOR ALL FIRE PROTECTION HORK. CONTRACTOR SHALL V151T THE SITE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. A COMPLETE SET OF ALL REQUIRED DOCUMENT5 SHALL BE PREPARED AND SUBMITTED TO THE PROPER AUTHORITIE5 WITHIN THIRTY (30) DAYS OF CONTRACT AHARD. THE LANDLORDS DESIGN GRITERIA SHALL BE CONSIDERED PART OF THESE STANDARDS. ALL FIRE PROTECTION WORK SHALL BE SCHEDULED IN ADVANCE WITH THE LANDLORDS FIELD REPRESENTATIVE. FIRE PROTECTION SYSTEM SHALL BE FULLY OPERATIONAL NHEN THE CONTRACTOR 15 OFF THE SITE. WHERE GEILIN65 OR GEILING 6RID5 ARE EXISTING TO REMAIN OR NEW GEILIN65 ARE INSTALLED AND NEN 1-I61iTING CONFLICTS HITH THE LOCATION OF EXI5TIN6 SPRINKLER HEADS, THE NEW LIGHTING SHALL BE SHIFTED APPROXIMATELY 6" (OR AS REQUIRED TO MAINTAIN CLEARANGE TO SPRINKLER HEADS PER NFPA 13) TO ALLOW THE EXI5TIN6 SPRINKLER HEADS TO REMAIN. GONTRACTOR SHALL MODIFY EXISTING SPRINKLER PIPING AND HEADS AS REQUIRED FOR REDEMI5ED SPACE. GENERAL SPRINKLER NOTE-5 I. MODIFY EXI5TIN6 SPRINKLER SYSTEM AS REQUIRED TO AGCOMODATE THE FLOOR PLAN. 2. SHOP DRAWINGS OF THE SPRINKLER SYSTEM MODIFICATIONS SHALL BE PREPARED BY THE GONTRAGTOR AND SUBMITTED TO THE APPROPRIATE DEPARTMENTS OF THE COUNTY FIRE INSPECTION DIVISION, STATE FIRE MARSHALL, IN5URANGE UNDERNRITER5, MECHANICAL ENGINEER AND ANY OTHER OFFICES HAVING JURISDICTION OVER THE SPRINKLER SYSTEM. THE GONTR4GTOR SHALL RECEIVE WRITTEN APPROVALS PRIOR TO PERFORMING ANY MODIFICATIONS. 3. THE CONTRACTOR SHALL SUBMIT THE APPROVED SPRINKLER ORAWIN65 TO THE LANDLORD PRIOR TO MAKING ANY MODIFICATIONS. 4. THE CONTRACTOR SHALL EXTEND THE SPRINKLER SYSTEM AND PROVIDE DRY PENDANT HEADS IN WALK -IN COOLER AND FREEZER SECTIONS PER NFPA 13 REQUIREMENT5. 51TE UTILITIES (FIRE, DOMESTIC HATER, SEVER, 6A5, 5TORM) I. GONTRAGTOR SHALL VERIFY POINT OF CONNECTION TO 51TE UTILITY SERVILE PRIOR TO COMMENCING INSTALLATION. 2. CONTRACTOR SHALL ADJ)5T LOCATION AND DEPTH OF BUILDING SERVICES AS REQUIRED TO GONNEGT TO 51TE UTILITY SERVICE. 3. CONTRACTOR SHALL MAKE FINAL CONNECTION TO 511E UTILITY SERVICE ONLE55 OTHER PROVISIONS HAVE BEEN MADE). 4. CONTRAGTOR'5 FAILURE TO PROPERLY COORDINATE 5ERVI6E5 SHALL NOT 13E JUSTIFICATION FOR ANY EXTRA GHAR6E5. IF YOU HAVE ANY QUESTIONS REGARDING THE MEGHANIGAL PLANS, PLEASE GALL THE MEGHANIGAL DESIGNER. DESIGNER: PHIL RAMSEY PHONE/FAX: 612-465-16b2/612-465-1-102 E -MAIL: phil.rom5eyodunhomeng.r-om a. tip, S.': _ NIC- B -12 400 B_I2 B -12 E3-12 B12 8-12 B-12 500 500 31`� "101A 400 400 ° [3-12 B_12 12 "PIA 500 400 1) 4/14 0-12 Iq 7 400 0 I I .D � (2)DD- 24/24 .\q _. B -12 B -I2 (2)0-24/24 - BB12 550 400 •9 5-12 - LA 2000 400 400 RTl) 2)P�4 ( B12 B_12 12 "DIA C 2000 2 soo r 3-75 O Oj 2/16 D o 1 25118 R2 4 I6 /I6 Ib /I6 25/15 22/16 C �) ® „ — ® 5-12 RTU 2 B-1 ry 13-12 ( '� 400 3 4 ` 550 400 B -12 "DIA B-12 400 400 _ ..__ .__.. _.. _... k _ f \ I I i, x' 8 -12 B-12 -12 400 400 400 12 DIA DIZ C; I', 4fS0- KEYED NOTE-5 TENANT'S CONTRACTOR TO PROVIDE NEW INLINE EXHAUST FAN AS SHOWN. ROUTE B "DIA DDUCT UP THRU ROOF TO 60051ENEGK. MAINTAIN 10-0" FROM ALL OUTDOOR AIR INTAKES. CONTRACTOR SHALL INSTALL NE"I TENANT PROVIDED HVAG UNIT AND CONTRACTOR PROVIDED ROOF GARB AS INDICATED ON PLAN5, SCHEDULE AND NOTES. PROVIDE NEW OPENING AND STRUCTURAL 9XTORT AS 5HOWN ON 5TR1hGTURAL ORAWIN65. D COVER OPEN END OF RETURN DUCT HITH I" MESH HARDWARE CLOTH IN A REMOVABLE METAL FRAME. SEE DETAIL SHEET MP2. CONNECT SUPPLY AND RETURN AIR DUGT5 TO DROPS FROM UNIT HITH TRANSITION FITTINGS. DO NOT "HARD TAP' DROPS FROM UNIT. D ADJUST DIFFUSER FOR FULL VERTICAL 015GHAR6E INTO OFFICE BELON. D DI5GONNECT AND REMOVE EXISTING 6A5 PIPING DOWN STREAM FROM THI5 POINT. CONNECT NEN I' 6A5 LINE TO EXISTING. VERIFY EXACT LOCATION ON SITE. DTENANTS CONTRACTOR SHALL_ INSTALL TENANTS VENDOR PROVIDED G02 5EK50R ON COLUMN AT 6' -0' A.F.F. THI5 4EN50R SHALL CONTROL RTU- 1,2,3. SEE EMS SYSTEM SHEETS FOR MORE INFORMATION. g�CONTRACTOR SHALL LOCATE BOTTOM OF STOCK ROOM DUGTWORK 12' -0" MIN. ABOVE STOCK ROOM FLOOR ABOVE 1-16HT5. ANY DEVIATION TO THIS DIMEN51ON DUE TO INTERFERENCE WITH ANY E3 ILIDIN6 OBSTRUCTIONS SUCH A5 STRUCTURE, OVERHEAD DOORS, ETC. SHALL BE BROUSHT TO THE ATTENTION OF THE ENGINEER PRIOR TO FABRICATING THE DUCTWORK.. DCONTRACTOR TO VERIFY THAT THE EXISTING 6A5 METER 15 51ZED FOR 153 MBH ® 2P51 PRESSURE. VERIFY CAPACITY AND LOCATION ON SITE. COORDINATE KEW WITH LOCAL UTILITY AS REQUIRED. 10 EXI5TIN6 MAIN 6A5 LINE BACK TO METER TO REMAIN. ALL BRANCH PIPING 5ERVIN6 NON - DOLLER TREE EQUIPMENT SHALL BE DISCONNECTED AND STUBS GAPPED AND SEALED. 6A5 SERVILE TO SERVE ONLY DOLLAR TREE. VACANT SPACE PLUMBING UTILITY NOTE5 I I. TENANTS GONTRAGTOR 5HALL EXTEND 3/4" WATER LINE TO EXI5TIN6 WATER SERVICE FROM TOILET ROOMS. VERIFY ON 51TE THAT ADJACENT TENANT HAS A FULLY FUNCTIONAL HATER SERVICE. IF NOT, PROVIDE NEh,. NOTIFY DOLLAR TREES G.P.M. WITH REQUIREMENTS PRIOR TO COMMENCING WORK. 2. TENANTS CONTRACTOR SHALL VERIFY THAT ADJACENT TENANT SPACE CURRENTLY HAS AN EXISTING SANITARY WASTE SERVICE. IF IT DOES NOT, EXTEND NEh. NOTIFY DOLLAR TREES G.P.M. PRIOR TO GOMMENGING WORK. 3. VERIFY THAT NEW WASTE LINES DO NOT CONNECT TO EXI5TIN6 GREASE INTERCEPTORS. FAN a Hm REFER TO ARCHITECTURAL DRAWINGS FOR REQUIRED FRAMING AND CONNECTION DETAIL BELOW KEN HVA6 ROOF G142B5. GoNTRA GTOR SHALL HAVE THE OPTION TO SUBSTITUTE ROUND SPIRAL LOCK SEAM DUCT OF EQUIVALENT 51ZE AND PERFORMANCE FOR RECTANGULAR DUCT. SPIRAL DUCT IN CONGEALED LOCATIONS AND IN STOCK ROOM SHALL BE EXTERNALLY INSULATED. SEE SPECIFICATIONS SHEET MP3. DUCTWORK IN OPEN DECK AREAS 15 NOT REQUIRED TO BE INSULATED. wt, of =j r, 'D 16 G-0/10 C 300 aR>E3 D Did 10/10 50 B b 150 NOTE OONIRAaM DUCTWORK SHALL BE 51ZEJ AND INSTALLED AS INDICATED ON CONTRACT DOCUMENTS. NO CHANGES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL FROM TENANT. FAILURE TO DO 50 SHALL RESULT IN CONTRACTOR REMOVING INSTALLED SYSTEM AND REPLACING WITH NEW AS SWI K AT NO ADDITIONAL G05T TO TENANT. MINOR DUCT GHAN6E5 DUE TO EXACT UNIT LOCATIONS OR ORIENTATION SHALL BE AGGEPTABLE. NOTE- NVAG GONTRO CA GONTRAGTOR SHALL REFER TO THE EM SHEETS FOR INSTALLATION IN5TRUCTION5 FOR THE VENDOR FURNISHED, CONTRACTOR INSTALLED HVAG CONTROL SYSTEM AND TEMPERATURE AND CO2 5EN50R LOCATIONS PRIOR TO THE INSTALLATION OF ALL RELATED ITEMS. ROOF HORK FLA5HIN5 FOR HVAG EQUIPMENT, PLUMBING VENT5, PENETRATIONS, ETC., SHALL BE PER LANDLORDS ROOFING GONTRAGTOR5 REQUIREMENTS TO MAINTAIN ROOF WARRANTEE. FHVA, G 5Y5TEM SHALL BE CONTROLLED BY RGY MANAGEMENT SYSTEM. EMS SYSTEM O BE PR OVIDED BY TENANT FOR TENANTS ONTRAGTOR INSTALLATION. CONNECTION TO EXISTUN6 SERVICE 50-- APPROVED DUCT TYPE"- SMOKE DETECTOR RTU TA6 EQUIPMENT TAG NO. ADD E TO NO. FOR EXT5TIN6 A - 10 X 10 TA6 -NECK 51ZE AIR DEVICE TA6 300 VOLUME(GFM) ® SUPPLY AIR DIFFUSER a RETURN/EXHAU5T AIR GRILLE --CFO FIRE DAMPER I VOLUME DAMPER LAV TA6 -NO. PLUMBING FIXTURE TACK 6/6 appLJORKY, RETURN AND EXHAUST AIR aF DEA E rn NEW SUPPLY, RETURN AND EXHAUST AIR Im 6/ DUCT ELBOW UP MEN SUPPLY, RETURN AND EXHAUST AIR x 6/ DUCT EL50H DOWN NEW FLEXIBLE DUCT v EXI5TIN6 RIPPLY, EXHAUST AND bl6 RETURN AIR DUGTHORK ,n SUPPLY, EXHAI5T AV RETURN AIR blb — — — DUGTHORK TO BE re,10LI5HED ITEMS DRAM IN PHAMTOM LINETYPE -- -- ARE EXISTING TO BE RELOGATED a Hm REFER TO ARCHITECTURAL DRAWINGS FOR REQUIRED FRAMING AND CONNECTION DETAIL BELOW KEN HVA6 ROOF G142B5. GoNTRA GTOR SHALL HAVE THE OPTION TO SUBSTITUTE ROUND SPIRAL LOCK SEAM DUCT OF EQUIVALENT 51ZE AND PERFORMANCE FOR RECTANGULAR DUCT. SPIRAL DUCT IN CONGEALED LOCATIONS AND IN STOCK ROOM SHALL BE EXTERNALLY INSULATED. SEE SPECIFICATIONS SHEET MP3. DUCTWORK IN OPEN DECK AREAS 15 NOT REQUIRED TO BE INSULATED. wt, of =j r, 'D 16 G-0/10 C 300 aR>E3 D Did 10/10 50 B b 150 NOTE OONIRAaM DUCTWORK SHALL BE 51ZEJ AND INSTALLED AS INDICATED ON CONTRACT DOCUMENTS. NO CHANGES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL FROM TENANT. FAILURE TO DO 50 SHALL RESULT IN CONTRACTOR REMOVING INSTALLED SYSTEM AND REPLACING WITH NEW AS SWI K AT NO ADDITIONAL G05T TO TENANT. MINOR DUCT GHAN6E5 DUE TO EXACT UNIT LOCATIONS OR ORIENTATION SHALL BE AGGEPTABLE. NOTE- NVAG GONTRO CA GONTRAGTOR SHALL REFER TO THE EM SHEETS FOR INSTALLATION IN5TRUCTION5 FOR THE VENDOR FURNISHED, CONTRACTOR INSTALLED HVAG CONTROL SYSTEM AND TEMPERATURE AND CO2 5EN50R LOCATIONS PRIOR TO THE INSTALLATION OF ALL RELATED ITEMS. ROOF HORK FLA5HIN5 FOR HVAG EQUIPMENT, PLUMBING VENT5, PENETRATIONS, ETC., SHALL BE PER LANDLORDS ROOFING GONTRAGTOR5 REQUIREMENTS TO MAINTAIN ROOF WARRANTEE. FHVA, G 5Y5TEM SHALL BE CONTROLLED BY RGY MANAGEMENT SYSTEM. EMS SYSTEM O BE PR OVIDED BY TENANT FOR TENANTS ONTRAGTOR INSTALLATION. 2 w 0 O Y U w � = o U .n 3 U a � Y d � od c In� o � a C 0 N aF u� E rn W c N v o ,n m a J J y p e N c V Q o _ �Q Y Z u - e C m C C c v 3 2 y c m � Q = u o n m d W �. NE � o � a m v c E 7 t Q o m E E 2 w 0 O Y U w � = o U .n 3 U a � Y d � ARCHITECTS, PC 1317 Executive Blvd, Suite 200 od In� o � N C 0 N aF u� E ARCHITECTS, PC 1317 Executive Blvd, Suite 200 In� qt u� Q W o J a J J Z Q � V Q Cf) �Q Y Z U C C m C � o m m 3 v y ARCHITECTS, PC 1317 Executive Blvd, Suite 200 sheet M I APR 0 9 2013 I In� qt u� Q W J a J J Z Q � V Q Cf) �Q Z >_ U m C � o 3 m oa v` sheet M I APR 0 9 2013 I WASTE AND VENT FLOOR PLAN �1 5 CALE :I /4 " =1' -0" LAV OR SINK, M 5TRICTURE WITH 1/4" TWEADED ROD RE: PLANS 22 GAUGE STRAP I' WIDE PRIMER TUBE ZURN MODEL Z1021 BAND MAX 12' -0" 511ACINC MF6MbOEL "PRIME -EZE" WATER RPM INEW BfiP T51PE AIR SAVER TRAP PRIMER, ENTERING AIR NET COOLIN6 GAP ITT OR EQUAL HEATING CAPACITY FD., RE: PLAN ELECTRICAL FINISHED I/2" GOMPRC -55ION FLOOR / FITTING TRAP PRIMER DETAIL J NOT TO SCALE SUPPORT FROM STRUCTURE WITH 1/4" THREADED ROD OR I" WIDE 22 6ACCE STRAP I' WIDE 22 6AU6E - HAN6ER BAND MAX 12' -0' 5PAGINC / SEAL ALL AROUND WITH / ELASTOMER GASKET WALL TEMPERED WA V" HOT NOTE: SET TEMPERED WATER TEM THERMAL MIXING VAL NOT TO SCALE NOTE: MATERIALS AND INSTALLATION SHALL BE PER SMAGNA STANDARDS CAI.! 26 GAUGE, ROUND SPIRAL SEAM DUCT. SEE D1,465. FOR SIZES. VOLUME `�T METAL BOOT DAMPER TO MATCH DUCT SUPPLY DIFFUSER. SEE SCHEDULE SPIRAL DUGT AND DIFFUSER DETAIL 11 v NOT TO SCALE WE i J 91 a ... EXPO5ED ROUND DUCTWORK SHALL BE 26 GAUGE, SINGLE WALL 6ALVANIZED STEEL, SPIRAL LOGK5EAM. FITTIN65 SHALL BE 51NOLE WALL 6ALVANIZED STEEL, STANDING SEAM OR SOLID WELDED CONSTRUCTION. ELBOWS SHALL BE STANDIN6 SEAM, GORED ELBOWS. GRILLE COLLAR5 SHALL BE ATTACHED TO THE DUCTWORK WITH POP RIVETS WITH A FINI5HIN6 FILLET OF ELA5TOMER SEAL AT THE JUNCTION OF THE COLLAR TO THE DUCT. DUGT-TO-DUGT JOINTS SHALL BE MADE WITH THE SPIRAL SEAM ROTATED 50 THAT THE 5TANDIN6 SEAM FORMS A GONTINJOU5 HELICAL PATTERN AGRO55 THE JOINT. ALL DUGTWORK AND FITTIN65 SHALL BE MANUFACTURED IN AGGORDANGE WITH 5MAGNAS HVAG DUCT CONSTRUCTION 5TANDAP05 LATEST EDITION. CONTRACTOR SHALL LOCATE BOTTOM OF STOCKROOM DUCTWORK 12-0' ABOVE 5TOGK ROOM FLOOR. ANY DEVIATION FROM THI5 DIMEN51ON DUE TO INTERFERENCE WITH BUILDING OBSTRUCTIONS SUCH AS 5TRUGTURE, OVERHEAD DOORS, ETC. SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO FABRIGATIN6 THE DUCTWORK. D HALLWAY DF LAV C> DOMESTIC WATER FLOOR PLAN �J 5GAL E: 1/4' =I' -0" 2 GOLD WATER `-N'_LP- TAPPING SHEET METAL S TREWS AT b" O.G. I" MESH NOTE5: I. PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS. RETURN DUCT - SEE PLAN FOR 51ZE INSTALL FRAME AT OPEN END OF RETURN DUCT TURE TO 110 DEC. F MAX. DETAIL REMOVABLE METAL FRAME DETAIL NOT TO SCALE 5UPPORT M 5TRICTURE WITH 1/4" TWEADED ROD OR I" WIDE 22 GAUGE STRAP I' WIDE 2 6AU&E HANCER BAND MAX 12' -0" 511ACINC MF6MbOEL SEAL ALL AROUND ELA5TOMER 6A5KE NOT NOTE: MATERIALS AND INSTALLATION SHALL BE PER 5MAGNA 5TANDARD5 MIN. VOLUME DAMPER SUPPLY DIFFUSER. SEE SCHEDULE 26 GAUGE `SHEET METAL BOOT ROUND SPIRAL TO MATCH DUCT .9:1-,Ji 1.711 SEE DW65. FOR SIZES. :AL DUGT AND DIFFU5ER DETAIL 0 SCALE 3" VTR / I ry T/l J DF � M5 V0000, WASTE AND VENT RISER DIA6RAM SCALE: N.T.S. SEAL WATER TIGHT ALL AROUND BRA55 5GRE1,45 WITH 3/4" DIA. BRA55 WA5HER5, MAX. 12 "O.G. ROOF CURB GANT (BL, ROOF ONLY) — 12" MINIMUM - ROOFIN6 ROOF INSULATION DEGK AIR TIGHT DUCT 3 PGF DENSITY INSULATION CONSTRUCTION. NOTE: GOORDINATE ALL ROOF PENETRATION RE6VIREMENT5 WITH LANDLORDS ROOFIN6 GONTRAGTOR EXHAUST TERMINATION DETAIL �a1 V NOT TO SCALE 1/2" TMV 1 /z — �1/2° =_ TEMPEREDQ GOLD D; 3/4 - -_— 3/4• 3/4° _ EXP. TANK. 24 "3/e APPROVED DRAIN PAN T 4 P RELIEF VALVE (FAGTORY IN5TALLED) WITH FULL SIZE DRAIN LINE DOWN TIGHT TO WALL. TERMINATE IN M5. PROVIDE AIR GAP AS REQUIRED BY GODS FLOOR VACUUM RELIEF VALVE WATTS 36A I r- — TO M5 NOTE: ALL WATER PIPING INSIDE 6UILDIN6 SHALL EE INSULATED PER 5PEGIFIGATION5 SHEET MP3. PROVIDE WATTS MODEL PET -5 -MI EXPANSION TANK IN GOLD WATER LINE ON THE TANK SIDE OF THE GOLD WATER SHUTOFF VALVE. SEE 5TRUGTURAL FOR SEISMIC SUPPORT INFORMATION WHEN REQUIRED. SET DISCHARGE TEMPERATURE TO 140 DEGREES F. WATER HEATER DETAIL IL NOT TO SCALE D DOME5TIG HATER RISER DIAGRAM 4 SCALE: N.T.S. PROVIDE TRAP VENT WHERE REQUIRED BY CODE --- l ROOFTOP UNIT STAY CLEAR OF AGGE55 PLU6 FOR GLEANOUT PANEL5/5EPVIGE AGGE55 `PITCH WITH //-Roof SLOPE WATER HEATER SUPPORT STAND. SEE ARGHITEGIURAL DRAWIN65 `TERMINATE AS PIPE SUPPORT REQUIRED BY LOCAL ADJU5T AS REQUIRED FOR CODE PERPENDICULAR LINE ROOFTOP UNIT GONDEN5ATE PIPING DETAIL NOT TO 51,ALE VI 3/4" DRAIN LINE FROM DRAIN PAN DOWN T16HT TO WALL. TERMINATE IN M5. PROVIDE AIR GAP AS REQUIRED BY GODE. M5. SEE SCHEDULE. ROOFTOP UNIT 56HEDUL (gas heat /elec. cool) MARK MFGR. MODEL PROVIDED BY TENANT FOR IN5TAUATION BY CONTRACTOR ELEGTRIGAL TYPE MARK MF6MbOEL GFM RPM INEW BfiP T51PE AIR OUTSIDE AIR ENTERING AIR NET COOLIN6 GAP ITT R HEATING CAPACITY AFTIE =_ ELECTRICAL MCA/ 3OOR51 UNIT I^EI6HT MARK MFG/MODEL DISCHARGE TONS ESP GFM GFM (MIND GFM (MAX) CONDITIONS TOTAL 1451BLE SEER % MOGP GGE550RIE5 a3e) INPUT OUTPUT VOLT / PH / HZ RN -I GABBIER 48HGED12 VERTICAL 10 1.00 4000 400 150 18.1E DB 64bF N!8 a 15F AMBIENT IIq.12 3.04 11.5 180/224 184 82 450V / 3 / b0 26.6/30 I, 2, 3, 4, 5, b, T 1381 RN -2 GARRIER 48HGEDI2 VERTICAL 10 1.00 4000 400 160 78.IF DB 64bF WB ®95F AMBIENT 119.12 3.04 11.5 180/224 184 62 450V / 3 / 60 26b130 PROVIDED BY TENANTS VENDOR FOR INSTALLATION BY GONTRACTOP RN -3 G48HG�g VERTICAL 15 L00 3000 300 585 18.1f: 5FAME31EENN T 83.04 NW 432 12.0 120/180 148 82 450y / 3 / 60 11.61/20 I, 2, 3, 4, 5, 6, T 112q RTU-4 CARRIER 45HGEAOI VERTICAL 6 1.00 2400 295 295 11.3E DB 64.4E N83 ®95F AMBIENT 14.2q 1.12 12.0 610 /125 103 82 480V / 3 / b0 16.3/25 I, 2, 3, 4, 5, 6, T 154 AGGE55ORY OPTIONS: 1) INTEGRATED DIFFERENTIAL ENTHALPY ECONOMIZER 2) GRAVITY RELIEF DAMPER, 3) FACTORY MOUNTED, FIELD WIRED GONVENIENGE OUTLET, 1.6 G.P.F. SIPHON JET O 4) UNIT MOUNTED DISCONNECT, 5) LOUVERED COIL HAIL 6UARD5, 6) THROUGH BOTTOM ELECTRIC AL GONNEGTION KIT, 1) MEDIUM STATIC FAN, CONTROL MUST BE LOCATED ON THE WIDE NOS. 6 E E CONTRACTOR SHALL BE RESPONSIBLE FOR ALL STARTUP AND WARRANTY WORK.. VERIFY ELEGTRIGAL POKER PRIOR 0 INSTALLING UNITS. FAILURE TO DO 50 SHALL RESULT IN CONTRACTOR FURNI5H1% GORREGT UNITS OR POKER AT NO ADDITIONAL C05T TO TENANT. OUTSIDE AIR QUANTITIE5 BASED ON 62.1 -2004 TABLE 6 -1 BUILDING AND PEOPLE COMPONENTS FOR AN ENGINEERED VENTILATION SYSTEM EMPLOYIN6 AGO2 MONITORIN6 SYSTEM. SLOPED CURB PROVIDED BY CONTRACT THM15H LAVATORY, ZURN Z812134 6005E LAV WATER HEATER DETAIL IL NOT TO SCALE D DOME5TIG HATER RISER DIAGRAM 4 SCALE: N.T.S. PROVIDE TRAP VENT WHERE REQUIRED BY CODE --- l ROOFTOP UNIT STAY CLEAR OF AGGE55 PLU6 FOR GLEANOUT PANEL5/5EPVIGE AGGE55 `PITCH WITH //-Roof SLOPE WATER HEATER SUPPORT STAND. SEE ARGHITEGIURAL DRAWIN65 `TERMINATE AS PIPE SUPPORT REQUIRED BY LOCAL ADJU5T AS REQUIRED FOR CODE PERPENDICULAR LINE ROOFTOP UNIT GONDEN5ATE PIPING DETAIL NOT TO 51,ALE VI 3/4" DRAIN LINE FROM DRAIN PAN DOWN T16HT TO WALL. TERMINATE IN M5. PROVIDE AIR GAP AS REQUIRED BY GODE. M5. SEE SCHEDULE. KEYED NOTES ID PROVIDE NEW 3' VENT THRU ROOF. COORDINATE ROOF PENETRATION REQUIREMENTS WITH LANDLORDS ROOFING CONTRACTOR DEXTEND NEW 4" SANITARY SEWER TO EX15TINO MIN. 4" SANITARY LINE APPROXIMATELY 50' AWAY. FIELD VERIFY EXACT LOCATION, SIZE, AND INVERT ELEVATION OF CONNECTION POINT PRIOR TO START OF ANY WORK. DEXTEND 3/4" DOMESTIC WATER TO EXI5TIN6 MIN. 3/4" WATER. PROVIDE SHUT -OFF, BAGKFLOW PREVENTER, PRESSURE REGULATING VALVE, METER, AND REMOTE READER IF REQUIRED BY UTILITY COMPANY. INSULATE ENTIRE LINE WITHIN BUILDING. FIELD VERIFY EXACT LOCATION OF EXISTING DOME5DG WATER PRIOR TO IN5TALLIN6 ANY PIPING. DCONTRACTOR SHALL OBTAIN A COPY OF ALL PLUMBING FIXTURE 5PE61FIGATION SHEETS PRIOR TO INSTALLATION. CONTRACTOR SHALL ROUGH IN ALL PLUMBING BASED ON THE FIXTURE 5PEGIFTGATION SHEET. 5 ROUTE 2" WA5TE LINE FROM DF AND LAVATORIE5 THRU THE WALL, SLOPE AS REQUIRED AND DROP TO 2' BELOW 6RADE. TIE INTO 4" WASTE LINE. PLUMBING LEGEND: CONNECTION TO EXI5TIN6 SERVICE LAV TA6 -NO. PLUMBING FIXTURE TA6 - COLD WATER PIPING -- HOT WATER PIPING SANITARY WA5TE PIPING — — — — VENT PIPIN6 V 6RILLE,REGI5TER EXHAUST FAN 5GHEOULE 5GHEDULE CONTRACTOR MARK MFGR. MODEL I MATERIAL DEVICE SIZE ELEGTRIGAL TYPE MARK MF6MbOEL GFM RPM INEW BfiP yOLT / PH / HZ AGCE550RIE5 EF -1 GOOK GEMINI 200 1 1360 1 20 1 10w I 120V / 1/ 60 I, 2, 3, 4. 3OOR51 6N -340 18" X 10" SURFACE SUPPLY D TINS 5OF AGGE55ORY OPTIONS: I. 6ALVANIZED WALL GAP WITH INSECT SCREEN 24" X 24" 2. BAGKDRAFT DAMPER RETURN 3. PLUG 015GONNE -GT TINS 4. VIBRATION 150LATION MOUNT KIT NOTE: FAN SHALL BE INTERLOCKED WITH MOTION SENSOR. KEYED NOTES ID PROVIDE NEW 3' VENT THRU ROOF. COORDINATE ROOF PENETRATION REQUIREMENTS WITH LANDLORDS ROOFING CONTRACTOR DEXTEND NEW 4" SANITARY SEWER TO EX15TINO MIN. 4" SANITARY LINE APPROXIMATELY 50' AWAY. FIELD VERIFY EXACT LOCATION, SIZE, AND INVERT ELEVATION OF CONNECTION POINT PRIOR TO START OF ANY WORK. DEXTEND 3/4" DOMESTIC WATER TO EXI5TIN6 MIN. 3/4" WATER. PROVIDE SHUT -OFF, BAGKFLOW PREVENTER, PRESSURE REGULATING VALVE, METER, AND REMOTE READER IF REQUIRED BY UTILITY COMPANY. INSULATE ENTIRE LINE WITHIN BUILDING. FIELD VERIFY EXACT LOCATION OF EXISTING DOME5DG WATER PRIOR TO IN5TALLIN6 ANY PIPING. DCONTRACTOR SHALL OBTAIN A COPY OF ALL PLUMBING FIXTURE 5PE61FIGATION SHEETS PRIOR TO INSTALLATION. CONTRACTOR SHALL ROUGH IN ALL PLUMBING BASED ON THE FIXTURE 5PEGIFTGATION SHEET. 5 ROUTE 2" WA5TE LINE FROM DF AND LAVATORIE5 THRU THE WALL, SLOPE AS REQUIRED AND DROP TO 2' BELOW 6RADE. TIE INTO 4" WASTE LINE. PLUMBING LEGEND: CONNECTION TO EXI5TIN6 SERVICE LAV TA6 -NO. PLUMBING FIXTURE TA6 - COLD WATER PIPING -- HOT WATER PIPING SANITARY WA5TE PIPING — — — — VENT PIPIN6 V 6RILLE,REGI5TER 4 DIFFUSER FURNI5HED AND INSTALLED BY TENANTS 5GHEDULE CONTRACTOR MARK MFGR. MODEL I MATERIAL DEVICE SIZE MOUNTING TYPE A TITU5 TM5A STEEL 24" X 24' LAY -IN SUPPLY B TINS TMS STEEL 24" X 24" LAY -IN SUPPLY G TITU5 3OOR51 STEEL 18" X 10" SURFACE SUPPLY D TINS 5OF ALUMINUM 24" X 24" LAY -IN RETURN E TINS 55ORL STEEL 10' X 10" SURFAGE EXHAUST F TINS 5OF ALUMINUM 12" X 24' LAY -IN RETURN VS :fiPllr,'iail :�rZ1'u194 :L' PLUMBING FIXTURE 5GHEMLE PROVIDED AND INSTALLED BY CONTRACTOR A°i C rn A) C 3 1:2 MMiFAGTURER FIXTURE LONNEOITONS MARK FIXTURE TYPE S REf A OW 1 TP1 I I V 4t MODEL. W. w FD FLOOR DRAIN ZURN MODEL #Z -415 - -- - -- 3" 2" TYPE "N" STRAINER. PROVIDE WITH COMPLETE o Q C BODY ASSEMBLY WITH TRAP PRIMER CONNECTION, FCO FLOOR GLEANOUT ZURN MODEL #1454 - -- -- - -- - -- 51ZE PER PIPIN6 LATERAL, 4' MAX. W-0 WALL CLEANOUT BURN MODEL 4Z -1446 CAN -- -- 4" ___ RAISED HEADPLL'6 POLISH 5.5. COVER 4 VANDAL PROOF SCREW 9 3: ZZ ° � n 3T/EMP. TEMPERED OUTLET TMV MIXIN6 VALVE WILKINS MODEL ZW351OT -4P 318' 318" - -- - -- TIN G ANGE WITH AN5aTA55E Yi u A0 o 1016 OR 10116455E IObq, IOTO. PLUMBING FIXTURE 5GHEDULE PROVIDED BY TENANTS VENDOR FOR INSTALLATION BY GONTRACTOP -o MARFAGTWER FIXTURE OONNEGT015 MARK FIXTURE TYPE E REMARKS CA NW W V MODEL NO. RURNI5H ADA GL05ET 4 TANK, ADA OPEN -mQi HANDICAP ZURN MODEL Z5560 Z 4 FRONT SEAT, FLOOR FLAN6E, GL05ET BOLTS 4 WATER GL05ET 11" H ELON6ATED PRESSURE A5515T 1/2" -- 3" 2" GAP5, WAX RING, SUPPLY STOP 4 TUBE. FLUSH 1.6 G.P.F. SIPHON JET O c m CONTROL MUST BE LOCATED ON THE WIDE 6 E E SIDE OF THE WG (SIDE OPPOSITE THE WALL). HANDICAP THM15H LAVATORY, ZURN Z812134 6005E LAV WALL HUNG ZURN MODEL NO. 25340 WITH I/2° I/2" I/2' I/2' NECK FAUCET WITH LEVER HANDLES, WALL LAVATORY I/2 GPM FILCH LOW RESTRIGTOR. HAN6ER KIT, SUPPLY STOPS 4 TUBES, DRAIN FAUCET HOLES ON 4" GENTER5 KIT t TAILPIECE BI -LEVEL OA515 MODEL No. PAC5L FURNISH STANDARD GABINET FIN15H OF HANDICAP NON - REFRIGERATED I/2' - -- 1 I /2' 11/2" ® FOUNTAIN, SUPPLY STOP 4 MBE, DRAIN KIT, DRINKIN6 FOUNTAIN AND WALL HANGER KIT FLOOR MTD FURNI5H SINK, ZURN MODEL NO. Z843MI 5ERVIGE MS MOP SINK ZURN MODEL ZPg6 -36 1/2" 1/2" 3" 2" SINK FAUCET WITH BUILT -IN VACUUM BREAKER, H05E AND BRACKET, MOP HAN6ER, AND DRAIN KIT ELECTRIC WH WATER RHEEM MODEL NO. 82V30 -2 3/4' 3/4" -- - -- 50 CAL., 4500 WATT, 20bVAPH — HEATER A5ME RATED T 4 P RELIEF VALVE TP TRAP PRIMER ZURN MODEL NO. Z1021 I /2" - -- 11/2" - -- `SEE DETAIL TH15 SHEET — WATER SAVER TRAP PRIMER NOL INSTALL ALL PLUMBING FIXTURES TO BE FULLY ACCESSIBLE TO INDIVIDUALS WITH D15ABILITIE5 IN ACCORDANCE WITH LATEST 1551E OF THE AMERIGAN5 WITH DISABILITIES AGT AND ALL GURRENlT STATE AND LOCAL CODES. - PROVIDING ACCESSIBILITY AND USABILITY FOR PHYSICALLY HANDICAPPED PEOPLE' AND /OR COVERNING CODES. -ALL PLUMBING FIXTURES EQUIPMENT, TRIM, 4 FITTINGS SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES, INGLUDIN6, BUi NOT LIMITED TO, WATER AND ENERGY CONSERVATION CODES. THE SCHEDULED AND/OR 5PEGIFIED PLUMBING FIXTURES AND EQUIPMENT REPRESENT THE MINIMUM CRITERIA AND SHALL BE THE BA515 FOR THE CONTRACTORS BASE BID. IF THE SCHEDULED OR SPECIFIED FIXTURES OR EQUIPMENT DO NOT COMPLY WITH GOVERNING CODES OR REGULATION5 IN ALL RESPECTS, THE CONTRACTOR SHALL PROVIDE AN ALTERNATE BID FOR GOMPLYIN6 FIXTURES, EQUIPMENT, TRIM, OR FITTIN65. THE ABSENCE OF AN ALTERNATE BID SHALL BE GON5TRUED TO MEAN THAT THE CONTRACTORS BID INCLUDES ALL GO5T5 NECESSARY TO MEET ALL REGULATIONS 4 CODES. ALL PIPIN6 AND VALVES BELOW LAVATORY SHALL BE INSULATED WITH PJG LAV 6UARD5 AND GONFI6URE0 TO PROTECT A6AIN5T CONTACT PROVIDED WITH LAV KIT. THERE SHALL BE NO SHARP OR ABRASIVE 9URFAGE5 UNDER LAVATORY. NOTE: ROOF WORK FLA5HIN6 FOR HVAG EQUIPMENT, PLUMBING VENTS, PENETRATIONS, ETC., SHALL BE PER LANDLORDS ROOFING CONTRACTORS REQUIREMENTS TO MAINTAIN ROOF WARRANTEE. 0 Q y v T m v c 0 Y E E U m � A°i C rn A) C 3 1:2 a Y v t S 4t w IL J w W o Q C S D n m' J Q p 9 3: ZZ ° � n w o tD Z w > �} D_ Yi u A0 o m oa -o "v° E 4 -mQi Z 4 E _ o O c m Q 6 E E 0 Q y v T m v c 0 Y E E A to U m � A°i C rn A) C 3 1:2 a Y v t i 4t ID IL J w W o Q S D p A to U m � A°i C rn A) C 3 1:2 a Y v t 00 ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 M74 A9�_ OAW 1 f- sheet 1 �u�l� 00 4t IL J w W Q D p J Q -jN 9 3: ZZ m RQ Z w > �} D_ Yi c A0 o m oa -o sheet GENERAL MEGHANIGAL GONDITIONS Tenant shall furnish selected mechanical equipment, accessories and controls as scheduled and as specified. The mechanical subcontractors) shall be responsible for delivery coordination, receiving, storing, setting, startup and installing all tenant furnished equipment as well as the one year parts and labor warranty from the date of store opening. A. 5GOPE I. Provide all labor, materials and equipment necessary to properly install air conditioning systems where shown on drawings and as scheduled. 2. Provide equipment as specified together with all necessary ducts, grilles, registers, controls, piping, low voltage fans, control wiring, hangers, stands, equipment supports, flashing at equipment, duct and pipe insulation, unless otherwise noted. 3. Related Work by Others: a. Painting except as herein specified. b. Line voltage wiring and conduit. c. Electrical supply connection to equipment. B. All work shall conform to all federal, state and local codes and any landlord requirements as specified in the executed Lease Agreement. Gontractor shall verify and coordinate scope of work with tenant and landlord. G. The contractor shall examine the premises and verify the existing conditions under which he will be obligated to operate in performing his part of the work or that will in any manner affect the work under contract. No additional compensation shall provided for conditions found during the execution of contracted work. The contractor shall cooperate with the all other trades so that the installation of all equipment may be properly coordinated. Gontractor shall bring to the attention of the construction manager any discrepancies between field conditions and design documents. D. All equipment furnished shall fit the space available, with connections, etc., in the required locations and with adequate space for operating and servicing. Should a conflict exist between the drawings and the specifications, the contractor shall promptly notify the construction manager whose decision shall be final. No allowance will be made subsequently in this connection to behalf of the contractor after award of the contract. E. All mechanical equipment shall conform with the requirements of the State Mechanical Gode, the State Building Gode, the State Energy Gode, NFPA clOA, 66.101 and all applicable local codes and ordinances. F. Drawings for mechanical work are diagrammatic showing the general location, type, layout and equipment required. The drawings shall not be scaled for exact measurements. Refer to manufacturer's standard installation drawings for equipment connections and installation requirements as required. Furnish and install ductwork, connections, accessories, offsets and materials necessary to facilitate the system's functioning as indicated by the design and the equipment Indicated. Gontractor shall obtain all necessary permits and pay any associated fees. 6. The contractor shall install all piping, ductwork, fixtures and equipment as required to conform the structure, avoid obstructions, preserve ceiling heights and headroom and make all equipment requiring maintenance or repair accessible. H. The contractor shall install mechanical systems as shown, noted and specified. Equipment may not be substituted unless written approval by the architect, engineer, or tenant's representative is obtained. Any unauthorized changes shall be removed contractor's expense if deemed necessary by architect, engineer, or tenant's representative. Contractor shall be responsible for any required changes to related work caused by the substitution of any items of materials or equipment at no additional cost to the owner. HVAG UNIT5 A. Gontractor shall coordinate the delivery, receiving, storage, rigging, hoisting, installation and start up of heating and cooling units including all accessories as scheduled and as indicated on the drawings. B. HVAG units shall be furnished complete with casing, refrigeration system, heating section (as scheduled on drawings), fans, motors and drives, filters, automatic controls, and options and accessories as scheduled on drawings. G. Temperature controls. I. HVAG units shall be furnished with factory installed and tested components to provide two stages of cooling, two stages of heating (where applicable), anti - recycle timer, five (5) minute compressor staging relay, and other items as scheduled on drawings. D. Sequence of oiler tion I. Occupied hours. The contractor a. Unit outdoor cilir damper shall open to its minimum position and unit supply for shall operate continuously. b. For units connected to the GO2 sensor system, unit outdoor ai damper shall modulate from its minimum scheduled posi ion to its maximum scheduled position in response to space mounted G02 sensor (try others) set at 800 pp . c. Unit compresso (s) shall cycle or heat exchanger shall stage to maintain space setpoint. d. Unit economizer cycle shall be initiated upon a signal from out door and r turn air temperature and enthalpy sensors. Outdoor air copper, retur n air damper and t n it compressors) shall cycle to maintain space setpoint. �Gonomizer cycle shall over ride G02 monitoring system. 2. Unoccupied hours D. a. Unit outdoor ai damper shall remain closed and unit supply fan 5ho I cycle on a signal from space sensor. b. Unit compressor(5) shall cycle or heat exchanger shall stage with unit 5upply fan to maintain space setpoint. 3. Smoke alarm (wh re required). a. Unit outdoor ciO damper shall close and unit supply fan shall stop on a sign Al from duct smoke detector. Duct smoke detector shall end a signal to remote alarm device. GRILLES, RE615TER5, AND DIFFU5ER5 A. The contractor shall provide grilles, registers, and diffusers shop applied duct liner. Duct wrap where indicated and as scheduled on the drawings. B. Grilles, registers, and diffusers shall be provided with under 50. Thickness, density and opposed blade volume dampers. G. Grilles, registers, and diffusers shall be provided with B. frame types to match the surface into which they will with foil jacket be installed. I provide turning vanes as required D. Grilles, registers, and diffusers shall be provided with G. factory applied white finish. E. Design is bci5ec on products manufactured by Titus. w Products of eq ivalent performance, construction, and D. appearance may be supplied. EXHAUST FANS duct (UL IN A. The Contractor shall provide exhaust fans where protective cover /vapor barrier. indicated and a scheduled on the drawings. B. Inline exhaust f ns shall be furnished with vibration developed under 50, and shall be isolating hangars and all related hardware. G. All exhaust fcinE shall be furnished with back draft aximum length shall be 5-0" damper, insect Green, motor and drive, and line bend radius shall be 1 112 options and ac essories as scheduled on drawings. DUCTWORK , fresh air and return ductwork shall be A. All ductwork s all be constructed of galvanized shop applied duct liner. Duct wrap steel sheet metal and be fabricated according to shall meet NFPA the latest editi n of the 5MAGNA HVAG Duct: under 50. Thickness, density and Gonstruction 5tonclarclb for metal and flexible fastened to du ductwork. and 5MAGNA standards. B. All elbows sh II have proper radius or with foil jacket contractor sho I provide turning vanes as required duct tape. by 5MAGNA du t construction manual. G. All duct tonne tions to equipment shall be loaded type vinyl, vi otion elimination connection;, w (FG) flexible c nnections. D. Flex duct: Pr vide factory assembled Glass I air duct (UL IN with fiberglass insulation and reinforced outer protective cover /vapor barrier. z Flex duct shall meet NFPA GOA with flame spread under 25, smok developed under 50, and shall be rated for I" WG. pressure and O to 250 degree temperature. aximum length shall be 5-0" U Minimum center line bend radius shall be 1 112 a LU duct diameters Vapor barrier shall be sealed at " each end afte connection to duct and air device. E. All new suppl , fresh air and return ductwork shall be insulated. NO E GEPTION5. Insulate with external duct wrap or Nth shop applied duct liner. Duct wrap shall be foil re nforced kraft facing. All insulation shall meet NFPA 90A flame spread under 25 and smoke developed under 50. Thickness, density and "R" value shall e per code. Insulation shall be fastened to du twork per manufacturer's instructions and 5MAGNA standards. Round branch ductwork shall be Insulated with I" thick fiberglass sleeve with foil jacket and all joints and termination=_; sealed with foil duct tape. EXECUTION A. All ductwork Top" unless c dimensions lip B. All ductwork ceiling space All ductwork s the latest edit Gonstruction 5 ductwork. G. All outside air away from E plumbing vent D. Provide UL penetrations t ceilings, and fl manufacturer's guidelines. 15itions shall be (FOT) "Flat: on wise specified on plan. All duct are inner air stream dimensions. ill be routed above the suspended sss otherwise noted on the plans. I be suspended according to of the 5MAGNA HVAG Duct cards for metal and flexiblE, shall be a minimum of IO' -O" discharge openings and pproved fire dampers for all °ough fire rated walls, partitions, ors. Install fire dampers as per directions and as per UL E. Provide round spin -in fittings with locking volume damper for every inlet and outlet attachment to the main trunk duct whether shown on the plans or not. Provide additional locking volume dampers at all secondary branch takeoffs from ductwork mains and as indicated on plans. Provide inspection access panels in ducts at all fire dampers. F. Supply, return and positive pressure exhaust ductwork shall be sealed in accordance with SMAGNA Seal Glass G. 6. Gore -drill or saw -cut existing walls, roof, etc. as required for piping or ductwork and fire -stop opening around pipe or ductwork. Verify location of structural beoms,joists, etc. before drilling or cutting. Notify architect of any discrepancies. H. Wherever foundation walls, outside walls, roofs, etc. are cut for installation of systems, they shall be patched to match existing construction and sealed weather tight. Work shall be performed by craftsmen skilled in their respective trades. I. Provide 3 sets of pleated disposable filters. One set to be used until completion of construction phase. Install one set at completion of construction phase and deliver one set to owner and label each set of filters to denote their respective HVAG units. J. Provide two Operation and Maintenance Manuals bound in 8 -112" x II" page binders, titled "Operation And Maintenance Manual ". Subdivide binder contents with page dividers by system and equipment. Include all shop drawings, and warranties. Submission of these documents shall be a requirement for final payment. TESTING, AD.iI15TIN6, BALANCING AND IN5PEGTION A. Work shall be performed after the complete installation and startup of all equipment, duct systems and temperature and energy management controls and completed prior to turnover for the start of stocking. R Gontractor shall submit test and balance report to General Gontractor for submittal to tenant's project manager and local code authority (if required). G. Balancing of air devices shall be accomplished by adjusting branch takeoff damper at main trunk duct. Dampers in the necks of air devices shall be used for final trim only and in no case for greater than 10% if the indicated volume for the Individual air device. D. Where existing duct is to be reused, contractor shall provide and Install new manual dampers with locking quadrant in the runout duct at the connection to the trunk duct as required for the completion of balancing. E. Testing and balancing contractor shall also inspect the completed and operational HVAG equipment, duct systems and temperature and energy management controls prior to turnover of the store for the start of stocking. Testing and balancing contractor shall submit the completed tenant's HVAG field inspection report to the General Gontractor for submittal to tenant's project manager for review. FIRE AND SMOKE PARTITION PENETRATION5 (WHERE REQUIRED) A. The contractor shall familiarize himself with all fire rated construction and install his work so as to maintain the integrity of the fire code rating. Maintain rating of fire rated and smoke rated construction. Sleeves shall be steel or pre- manufactured sleeves similar to Pipe Shields, Inc., for bare pipe through fire walls and floors, model WFB, DFB or QDFB. For plastic pipe, use type WFB with one inch thick calcium silicate insulation encased in metal sleeve extension two feet either side of fire rated walls or floor. Seal annular space around conduits. For fire and smoke rated floors, walls and partitions, use UL listed material that maintains fire rated wall and floor integrity, similar to RTV foam, Dow Gorning "Fire Stop" or Pipe Shields, Inc., model WFB, DFB, or QDFB. For non -rated walls and partitions, use mineral or glass fiber insulation. A. 5GOPE I. Provide all labor, materials, tools and equipment necessary to complete the work, including installation of plumbing piping and fixtures. All materials shall be new and be installed in a workmanlike manner in accordance with the drawings and specifications. 2. Provide excavation and back fill of all trenches Incidental to the plumbing work as shown on the drawings. Back fill shall compacted to 90 %. 3. Provide all backing, supports and carriers for fixtures. 4. Provide all cutting and patching of the con- struction work, rough finish and trim, which may be required for the installation of equipment. All patching shall match all surrounding work. 5. Contractor shall make all plumbing and Piping connections to equipment specified to be furnished by tenant or under other sections of the specifications including final connections to air conditioning and heating equipment. 6. Gontractor shall provide sufficient approved water hammer arrestors (Wade "5HOGK STOP ", or equivalent) to prevent water hammer. 7. Contractor shall thoroughly clean all fixtures, equipment and piping after installation. 8. Gontractor shall provide approved access doors in framed holes for all valves, traps which must be located in inaccessible locations. cl. Gontractor shall provide cutout data for all sinks and lavatories to all other related trades. 10. Gontractor shall obtain and pay for all required permits, inspections and certificates in connection with the his work and make all arrangements with utility companies for service and connections and pay all fees, charges permits and meter 61horge!5. ; WaS KW A. DRAIN, WA5TE AND VENT I. Service weight, cast iron bell and spigot pipe and fittings. No -hub service weight pipe and fittings may be used above grade when permitted by local code. 2. Schedule 40, galvanized steel pipe and banded malleable iron screw fittings. 3. Schedule 40 and 80 PVC, or ABS piping with DWV pattern fittings may be used where allowed by local code. Foam core PVC piping will not be approved. B. HOT AND GOLD WATER I. Above grade. a. Type "L" copper tubing, hard temper, cold drawn with wrought copper lead free sweat fittings. Gonnections to fixtures and equipment shall be made with 85% red brass IP5 size pipe or compression angle stops. Provide dielectric unions where connecting piping of dissimilar materials. b. PVC for cold water and CPVG for hot water may be substituted for copper piping where allowed by local Gode Authority for above grade water piping only. 2. Below grade. a. Type "k" copper tubing, hard or soft temper, with wrought copper lead free sweat fittings. Note: No fittings shall be permitted below grade inside building. G. AIR GONDITIONIN6 CONDENSATE I. Type "L" copper tubing, hard temper, cold drawn with wrought copper lead free sweat fittings. 2. PVG piping may be substituted for air conditioning condensate piping above roof only where allowed by local Gode Authority. All air conditioning condensate piping shall be of the same material. D. NATURAL 6A5 PIPING I. Schedule 40, A5TM A120, black iron pipe with 150 lb. black malleable threaded or socket welded fittings. ZrNmllll A. GENERAL REQUIREMENT5 I. Contractor shall examine the premises and satisfy himself of existing conditions under which he will be obligated to operate in performing his part of the work that in any manner affect the work under the contract. The contractor shall cooperate with other trades so that the installation of all equipment may be properly coordinated. 2. All equipment furnished shall fit the space available, with connection, etc. in the required locations and with adequate space for operation and service. 3. All piping, except fixture supplies, shall be concealed, cut accurately to exact measurements taken at the building and worked carefully into place without forcing or springing. Ghonges in direction of all piping shall be made with fittings. Ghonges in pipe size shall be made with reducing fittings. 4. No water or drain lines shall be permitted over electrical or telecommunication panels or in telecommunication rooms. 5. Provide protective metal cover plates over studs and joists where pipes penetrate close to edge of stud or joist 6. Provide chrome plated escutcheons where pipes pass through floors, walls and ceilings in finished spaces. 7. All piping shall be installed with adequate provision for expansion and contraction using swing joints, pipe clamps, anchors and expansion joints. Fittings shall be so spaced that they will not interfere with sliding of pipe on supports. 8. All openings in the roof shall be flashed watertight per the instruction of the Landlord's roofing contractor to maintain roof WARRANTY. S. DRAIN, WATTE AND VENT I. All waste pipping shall be pitched a minimum of I/4" per foot where possible. Piping greater than 4" diameter may be pitched at 1/8" per foot, only where required by existing conditions, subject to the approval of the authority having jurisdiction. 2. Drains and P- traps: 17 ga. G.P. Brass where exposed to view extending to wall. Nominal size of drain and trap shall not be smaller than the fixture outlet to which it is attached. 3. Vents shall extend not less than 12" through roof. They shall be gathered together where possible into one vent of equivalent area. Vents shall be flashed Indicated on the drawings. All vents shall be a minimum of 10' -0" from any fresh air intakes, or greater if required by local code. 4. Gleanouts, same size as pipe, shall be Installed in soil and waste lines at every change of direction and at every 100 feet of run whether shown on the drawings or not; and shall be accessible in all cases. When occurring in finished wall or floor, set flush with surrounding surface. 5. Gleanouts as a minimum shall be located so that all soil and waste lines within or under building are accessible for cleaning without passing through more than one ninety degree or two forty - five degree bends. Gleanout covers shall be set flush with floors and grade with exposed plastic nut at V401 15. G. HOT AND GOLD WATER I. All water piping shall be pitched in direction of flow to allow for system draining. Install piping parallel to major building elements. 2. Install water main shutoff valves, Watts or approved equal, gate valve, above grade below pressure regulator. 3. Install accessible hot and cold water stops at all fixtures. 4. Install dielectric isolators where in- compatible piping materials come in contact. 5. Install temperature and pressure relief valves as required by Gode. 6. Install water pressure regulator, "Watts" or "Wilkins", where available utility pressure exceeds 80 psi. D. NATURAL 6A5 I. Install natural gas piping as indicated on drawings and as required by local codes. 2. Install shutoff valves close to fixture and appliance connections and ahead union and dirt leg at rooftop units. 3. Unions shall be installed on both sides of all equipment and where required to facilitate removal of equipment. 4. Provide gas pressure regulating valves with turned down vents at all gas appliances when distribution pressure is greater than 7" W.G. 5. Provide gas main shutoff valve with lever type handle placed on on house side of meter. 6. Paint all exterior piping including piping installed on roof with two coats or rust inhibiting exterior paint. 7. Support piping on roof per instruction of Landlord's roofing contractor to maintain roof WARRANTY. E. INSULATION I. All water piping, horizontal and vertical shall be insulated with fiberglass pipe Insulation with on all purpose vapor barrier jacket. Use minimum I" insulation on water piping. All insulating materials shall have a maximum 25 flame spread rating and 50 smoke developed rating. 2. Approved insulation blocking shall be placed between sheet metal jacket and bottom of the pipe where jacket alone cannot prevent crushing. Insulation jacket or vapor barrier shall be sealed after installing blocking. (see hangers, supports and sleeves F. HAN6ER5, SUPPORTS AND 5LEEVE5 I. All drain, waste, hot and cold water, and natural gas piping exposed, above grade and in furred areas, shall be supported in place with securely fastened solid pipe hangers not over 8' -O" apart and at each change in direction, (5-0" on cast iron pipe). 2. Pipe hangers shall be installed around the outside of insulation with vapor barriers, and insulation shall be protected against crushing by sheet metal jacket of proper area and weight. 3. All water piping running through floors or walls shall be isolated from the penetration with a sleeve. Maintain the fire rating of all wall and floor penetrations by use of approved fire stop materials. 4. Sleeves through walls shall be cut so as to be flush with the finished surface of the wall in each case and shall be made watertight. G. TE5TIN6 I. Drain, waste and vent lines shall pass inspection under head of water by system with water to top of highest vent stack. 2. Water lines shall pass inspection of four (4) hours under 150 psi pressure. Before any use of system is made for domestic purposes, it shall be disinfected by slowly filling with water to which a disinfecting agent has been injected at a rate of 50 p.p.m. of chlorine, which should be allowed to stand in the piping for at least 24 hours, after which tests for residual chlorine shall show not less than five(5) p.p.m. of residual chlorine at every water outlet in the building. If the residual is less than five ppm, the disinfection shall be repeated until the required residual is obtained at every outlet. After required residual is obtained at every outlet, the system shall be flushed until the chlorine level at every outlet is reduced to that of incoming water supply 3. bas lines shall stand a pressure of 25 psi for a period of 15 minutes without perceptible drop. 4. All testing shall be performed by contractor at his own expense. I. All materials furnished and installed under this contract shall be new and free from all defects in materials and workmanship and shall be guaranteed for a period of one (1) year from the date of acceptance by tenant. 0 n N M � N 0 N E 2 In� J w v o z 0 � d ._ U ° a LU " C J ° U p ° U l0 V L w =�Q E a W v- ° d U oL= z >LU U C Z o n E E rN -`o t O v v 2 =o =and 0 E 0 n N M � N 0 N E 2 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 / fax (757)622 -6883 In� J w o z 0 � d U T � a LU C J W U N N � l0 L RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 / fax (757)622 -6883 sheet Z In� J w o z 0 � a LU J W a � O =�Q Cl U Q z >LU U C o n -`o sheet Z POWER PLAN NOTE5 V2 CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH LANDLORD AND LOCAL UTILITY GO REQUIREMENTS FOR BRINGING COMPLETE TELEPHONE SERVICE INTO TENANT SPACE. O3 TELEPHONE: FURNISH AND INSTALL THE TELEPHONE WIRING SYSTEM INCLUDING ALL NECESSARY CONDUIT, GABLE, DEVICE BOXES AND PLATES. A. NEW TELEPHONE SERVICE TO TENANTS SPACE. NEW TELEPHONE EQUIPMENT BOARD. GOORDINATE WITH LANDLORD AND TELEPHONE CO. AS REQUIRED FOR INSTALLING TH15 SERVILE. S. FURNISH AND INSTALL 3/4' CONDUIT FROM EACH TELEPHONE OUTLET I' -0' INTO CEILING CAVITY OR UP TO J015T WHERE NO CEILING 15 INSTALLED. G. FURNISH AND INSTALL TELEPHONE GABLE FROM EACH OUTLET BOX, BACK TO TENANTS TELEPHONE SERVILE LOCATION. GABLE SHALL BE L15TED AS GOMMUNIGATIONS PLENUM GABLE WHEN INSTALLED IN AN AIR HANDLING PLENUM. D. ATTACH TELEPHONE GABLES TO PHONE JAGK5 AND TO TELEPHONE COMPANY LOCAL CODES, OR LOCAL FIRE AUTHORITY HAVING JURISDICTION NOW REQUIRES A FIRE ALARM SYSTEM. FURNISH AND INSTALL DEVICES, COMPONENTS, ETC., AS DIRECTED BY ENFORCING AGENCY. I. GONNE-GT FIRE ALARM CONTACT(S) OF SPRINKLER SYSTEM TO FLOW 5WITGH AND SUPERVISED VALVE AND AIR DUCT DETECTORS TO FIRE ALARM SYSTEM AS REQUIRED. 2. IF REQUIRED CONNECT FIRE ALARM DEVICES (AIR OUGT DETECTORS ETG) AND ANY OVER A550GIATED EQUIPMENT TO DEDICATED 120V GIFQIT. 3. PROVIDE LOCAL STATUS INDIGATOR AND ALARM FOR ALARM DEVICES WERE NOT CONNECTED TO FIRE ALARM SYSTEM. B. VERIFY ALL REQUIREMENTS AND FURNISH AND INSTALL IN ACCORDANCE WITH NFPA, NATIONAL, STATE AND LOCAL CODES. LOCAL FIRE AUTHORITY HAVING J1RI51?IGTION AND LANDLORD REQUIREMENTS. OGASH RE615TER AND COMPUTER WIRIN6:D0 NOT CONNECT 'ISOLATED" GROUND WIRE TO RAGEWAY OR BOX. CONDUIT AND BOX SHALL BE METAL AND METAL- TO-METAL CONNECTORS SHALL BE USED (NO FLEX CONDUIT) TO ESTABLISH GROUND PATH FOR BOX AND RAGEWAY. DO NOT RUN ANY CIRCUITS WITH GASH REGISTER OR COMPUTER (16) CIRCUITS. GASH REGISTER DATA SYSTEM GABLE SHALL BE FURNISHED AND INSTALLED BY OTHERS. FURNISH AND INSTALL JUNCTION BOX IN OFFICE AND I" CONDUIT WITH PULL WIRE TO SALES AREA CEILING CAVITY. SEE DETAIL ON SHEET E3. Ob QUAD OUTLET MOUNTED AT +18" A.F.F. TO BE LOCATED NEXT TO LOCKERS. COORDINATE FINAL LOCATION WITH FIXTURE PLAN. PROVIDE TWO DEDICATED GIRCUIT5 -ONE FOR EACH DUPLEX. <1-> TELEPONER POLE FURNISHED WITH GHEGKOUT: THREE - GHANNEL TELEPHOER POLE WITH TO U PROVIDE CONNECTION TO HAND DRYER: 120V/IPN, 1150 WATT5. PROVIDE LOCK -OFF DEVICE AT CIRCUIT BREAKER. HAND DRYER AND WALL- HANGER KITS PROVIDED BY TENANT. I° CONTRACTOR SHALL REFER TO EMS SHEETS FOR INSTRUCTION AND RESPONSIBILITES FOR INSTALLING TENANT SUPPLIED ENERGY MANAGEMENT SYSTEM PRIOR TO BIDDING AND INSTALLATION. <12 > PROVIDE SHOW WINDOW RECEPTACLES ABOVE WINDOW AND LOCATED PER NEG ARTICLE 210,52. WERE NO BULKHEAD FX15T ABOVE WINDOW LOCATE ON CEILING WITHIN 18" OF WINDOW DEVIGE AND COVER PLATE SHALL BE WHITE. <9> 120V CONNECTION TO IGE DREAM CASE AT END OF GASHWRAP. GOORDINATE CONNECTION REQUIREMENTS AND FINAL LOCATION OF ICE CREAM CASE PRIOR TO INSTALLATION. ADDITIONAL FEES OR CHANGE ORDERS DUE TO LACK OF COMIPLIANGE WILL NOT BE ACCEPTED. 14 120V GONNEGTION TO SODA CASE AT END OF GA5HWRAP. COORDINATE CONNECTION REQUIREMENTS AND FINAL LOCATION OF SODA CASE PRIOR TO INSTALLATION. ADDITIONAL FEES OR CHANGE ORDERS DUE TO LACK OF COMPLIANCE WILL NOT BE ACCEPTED. IS CONTRACTOR TO INSTALL (2) EMPTY 4" CONDUITS ON STRUT RACK FROM ROOF STRUCTURE FROM EXISTING MAIN GEAR LOCATED IN ADJACENT TENANT 5PAGE TO FUTURE TENANT SPACE AS INDICATED ON PLAN. PROVIDE (2) PULL STRINGS IN EACH CONDUIT FOR USE BY OTHERS. CONTRACTOR RESPONSIBLE FOR ROUTING OF CONDUIT INSTALLATION TO ALLOW 50 THERE 15 NO PULLING BOXES AND /OR GONDULET5 IN DOLLAR TREE TENANT SPACE. ELEGTRIGAL 5YMBOL5 NOT ALL SYMBOL5 ARE NEGE55ARILY U5B7 ON DRAWIN65) GONWIT ABOVE CEILING, IN WALLS, EXPOSED OR CONGEALED UNDER SLAB OR BELOW GRADE HOME RUN TO PANEL 'B' CIRCUITS 6,8,10. HASHES = NO. OF WIRES B- 6,8,10 LONG HASHER = SYSTEM NEUTRAL I 150LATED GROUND GONDUGTOR SWITCHES $ SINGLE POLE 5WITGH MI5GELLENEOUS VOICE OUTLET BOX THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A 4" 50. X 1 1/2" D. OUTLET BOX WITH SINGLE GANG PLASTER RING AND NO COVER PLATE. FLU5H MOUNT IN WALL +48" AFF TO CENTER, UNLESS OTHER 115E NOTED, AND STUB 1/2' EMT TO +12" ABOVE SUSPENDED CEILING OR J015T SPACE IF NO CEILING EXISTS. ❑P P SMOKE DETECTOR, 120V PHOTOELECTRIC TYPE Q REVISION MARK © POWER POLE POWER AND CONTROL i ELEGTRIGAL PANEL O EMS PANEL MOTOR Ip DISCONNECT 5WITGH (NON -FUSED EXCEPT AS NOTED) IC HUBBELL 165362 DUPLEX RECEPTACLE (ORANGE) DUPLEX RECEPTACLE 20 AMP, 125 VOLT (WHITE) QUAD RECEPTACLE (2) 20 AMP, 125 VOLT REGEPTAGLE5 (WHITE) Q .UNGTION BOX o- DUCT SMOKE DETECTOR SIGNAL TRANSFORMIER, MOUNT 9'-O" A.F.F. IN STOCK ROOM AND ABOVE CEILING IN SALES AREA. OB BELL: 4" DIAMETER SINGLE MAGNET VIBRATING, TYPE 24 VAG, 30 VA, EDWARD5 #55-665. MOUNT ABOVE CEILING. �e PUSHBUTTON 5WITGH MOUNT 44" A.F.6. UNLE55 OTHERWISE NOTED (SEE NOTE 12) OS CEILING MOUNTED OCCUPANCY SEN=SOR (SEE NOTE 13) ® PHOTO SENSOR GREENOATE #PI CONTROL RELAY WITH DLL- PD- IN- U -IOOFG SENSOR. r RTU p -41 L ❑P -6F I L AND P -21 p -2 RED - MOUNT ON FLOOR AND MAKE MG CONFECTION TO P_13 MOUNT ON FLOOR MAKE MG CONNECTION TO GONNEGTION5, INCLUDING ALL NECESSARY PULL BO SIZE AND NUMBER OF CONDUITS DUPLEX RECEPTACLE DORAIN�IN65 T NOT BUT REQUIRED BY SERVICE IuJrIL DUPLEX RECEPTACLE wire OPERATING ELECTRICAL SERVICE WITHOUT ADDITI INSTALLED IN FIXTURE KICK LOG. INSTALLED IN FIXTURE KIGK NE GOMPANIE5. B. PLATE. (TYPICAL) MECHANICAL EQUIPMENT WITH PLATE. (7(PIGAL) MECHANICAL DRAWINGS AND 5PEGIFIGATION5, ANE ® � ITEMS REQUIRED 13Y THE GONTRAGTOR FOR COMP. P -41 G. VERIFY LOCATION AND REQUIREMENTS OF MEGHANI AL EQUIPMENT WITH MECHANICAL 3/4C, 3 #10 b 1#10 CND CONTRACTOR, (DOOR HEATERS, UNIT HEATERS, ROC -21 eLncc ETG). 5EN50R D. ELEGTRIGAL WORK AND MATERIALS SHALL COMPLI WITH LATEST 'NEC.' AND ALL OSP20 -RVO LOCAL CODES AND ORDINANCES. IN GASES OF CONFLICT RN P-41 1,9,11 M05T RESTRICTIVE SHALL APPLY. 3 E. 3 I RED eixx NOTED OR AS REQUIRED FOR VOLTAGE DROP (SEE SPECS). ALL GONDUIT SHALL BE o-C GI DUPLEX RECEPTACLE FOR 5EGARITY GAMERAL (5G) MOUNTED AS IN CEILING TILE. 0 P -31 i T P -21 ELECTRIC SLIDING DOOR PROVIDE 20 AMP CIRCUIT IN J -BOX WITH 15'1 WHIP. FINAL CONNECTION BY DOOR MANUFACTURER. ABBREVIATION5 AFF ABOVE FINISHED FLOOR AF5 ABOVE FINISHED GRADE EM EMERGENCY NL NIGHT LIGHT CFGI GROUND FAULT CIRCUIT INTERRUPTER P -5 ___: ^....z P -14 7 P P -29 4 P -1 - :.._.. P -20 -� P -II P �� 13 OFFICE TO TELEPHONE r P -11 ISEE NOTE-3 A 2 RTU p -41 P -21 ❑P -6F I l4 � P -5 ___: ^....z P -14 7 P P -29 4 P -1 - :.._.. P -20 -� P -II P �� 13 OFFICE TO TELEPHONE r P -11 ISEE NOTE-3 A 2 NOTE: I-GANG BOX WITH 2" CONDUIT FOR SECURITY LAN GABLES 1-&I BOX WITH 2" CONDUIT FOR STORE LAN GABLES 3'1 x 2' 1 3/4' PLYWOOD BACKBOARD INSTALLED BY CONTRACTOR TOP OF BOARD AT V AFF. PAINT WHITE 161 BOX WITH I" CONDUIT FOR DIAL BACK -UP b 05L GABLES m m 161 BOX WITH I' CONDUIT FOR PG, PHONE E DATA GABLES ;9 am DUPLEX RECEPTACLE (165362) WITH ISOLATED GROUND, DEDICATED CIRCUIT (TYP OF 3) NOTE: EQUIPMENT RACK, SUPPLIED d INSTALLED BY TENANTS DATA CONTRACTOR OEEIGE ELEVATION G NO 5GALE E3) IF YOU HAVE ANY QUESTIONS REGARDING THE ELECTRICAL PLANS, PLEASE GALL THE ELEGTRIGAL DESIGNER DESIGNER: RICK MOMIBERG PHONE/FAX: 612 - 46516 211612- 4 65 -1716 E-MAIL: rlckmombercq@A.ehomeng.com _NOTE: DATA 5Y5TEM PROVIDED AND INSTALLED BY TENANTS VENDOR. ALL NEW DISCONNECT SWITCHES ARE PROVIDED BY TENANT FOR TENANTS CONTRACTOR INSTALLATION UNLE55 NOTED OTHERWI5E. NOTE - HVAC TEMPERATURE SENSOR: GONTRAGTOR SHALL REFER TO THE TEMPERATURE SENSOR MOUNTING DETAIL ON SHEET EM -3 FOR PLACEMENT AND INSTALLATION INSTRUCTIONS PRIOR TO INSTALLING. fOR SHALL LABEL ALL PHONE I-GANG BOX WITH 1 -1/2" CONDUIT FOR STORE PAGING 5 AS PER ELEVATION. GABLES GROUNDING BU5 BAR I' FROM RIGHT EDGE OF BACKBOARD WITH #12 AW6 (SOLID) COFFER WIRE CONNECTED TO BUILDING GROUNDING SYSTEM. INSTALL IN ACCORDANCE WITH LOCAL, STATE b NATIONAL CODES AND STANDARDS II II II I � DUPLEX RECEPTACLE (165362) WITH ISOLATED �_r I DEDICATED CIRCUIT (ECI 1-6AN6 BOX WITH 3/4" CONDUIT FOR PAGING PHONE. � 1 16ANG BOX WITH 3/4" CONDUIT FOR OFFICE PAGING P 26 VOLUME CONTROL -1 I x - - - -- - - -g JUNCTION BOX FOR EMS OVERRIDE d SALES FLOOR - "-� — LIGHTING 5WITGi P-4 6-0" LONG PLUG MOLD WITH (2) DEDICATED GIRGUITS (CENTERED C MIN OF 6 RE-CEPr) (P -4)6) P -10 I `� p_I NOTE: ALL FAGEPLATE5 FOR LOW VOLTAGE ' i l F ji 1. CONTRACTOR. PROVIDED BY TENANTS DATA NOTE: ALL GONDUIT SHALL BE INSTALLED INSIDE WALL TO EXTEND 6" ABOVE SALES ,I' -2" I I I FLOOR GEILIN6. ALL CONDUIT 5TUB5 SHALL BE FINISHED WITH CONNEGTORA3115HIN6 AND I' -10" HAVE PULL STRINGS INSTALLED. ALL CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED. ALL GONbUIT E BOXES ARE DIMENSIONED TO CENTERLINE. CONTRACTOR SHALL LABEL 3:_111 TOP OF CONDUIT TO MATCH LABELS ON JACK54UNGTION5 BELOW. 4'-3" SAIESAREA OO RTU p -41 2 0-rF I P -11 MOUNT ON FLOOR AND MAKE MG CONNECTION TO DUPLEX RECEPTACLE INSTALLED IN FIXTURE KICK PLATE. (TYPICAL) P -I1 POWER PLAN N4ACENT TENEAW SPACE IN I C) INSTALL JUNCTION BOX ® 10 A.F.F. TO BOTTOM OF BOX. 3/4"11#12 CND. L -2830 INSTALL JUNCTION BOX ® 90" A.F.F. TO BOTTOM OF BOX. 3/4 "G-3 #10, 1 #10 6ND. L -3234 DUPLEX RECEPTACLE ), INSTALL JINGTION BOX O 90" A.F.F. TO BOTTOM OF BOX. 3/4 "G-3 #10, 1 #10 GNP. L -3638 GENERAL NOTES RcD A. BEFORE SUBMITTING THE BID PROPOSAL, THE GO TOR SHALL VI51T THE JOB 51TE RED - AND FULLY ACQUAINT HIMSELF WITH THE JOB COW TION5 AND VERIFY SERVICE �� GONNEGTION5, INCLUDING ALL NECESSARY PULL BO SIZE AND NUMBER OF CONDUITS DUPLEX RECEPTACLE DORAIN�IN65 T NOT BUT REQUIRED BY SERVICE IuJrIL ON TY CO. A MAKEWA COMPLETEhAND wire OPERATING ELECTRICAL SERVICE WITHOUT ADDITI C05T TO THE TENANT. VERIFY LOG. SERVICES AND CHARGES WITH POWER AND 1E NE GOMPANIE5. B. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS MECHANICAL EQUIPMENT WITH rffn MECHANICAL DRAWINGS AND 5PEGIFIGATION5, ANE SHALL FURNISH AND INSTALL ALL � ITEMS REQUIRED 13Y THE GONTRAGTOR FOR COMP. ETE INSTALLATION. G. VERIFY LOCATION AND REQUIREMENTS OF MEGHANI AL EQUIPMENT WITH MECHANICAL 3/4C, 3 #10 b 1#10 CND CONTRACTOR, (DOOR HEATERS, UNIT HEATERS, ROC TOP UNITS, TRANSFER FANS, eLncc ETG). 5EN50R D. ELEGTRIGAL WORK AND MATERIALS SHALL COMPLI WITH LATEST 'NEC.' AND ALL OSP20 -RVO LOCAL CODES AND ORDINANCES. IN GASES OF CONFLICT AMONG REQUIREMENTS, THE 1,9,11 M05T RESTRICTIVE SHALL APPLY. 3 E. ALL CONDUCTORS SHALL BE # 12 AW6 THOU OR THHH COPPER. EXCEPT AS OTHERWISE RED eixx NOTED OR AS REQUIRED FOR VOLTAGE DROP (SEE SPECS). ALL GONDUIT SHALL BE p IL 3/4" MINIMUM EXCEPT AS OTHERA15E NOTED OR A REQUIRED FOR CONDUCTORS. F. E.G. SHALL PROVIDE ALL WIRING TO ALL SIGNS A SHALL MAKE FINAL CONNECTIONS 3 TO ALL SIGNS. SIGNS ARE PROVIDED BY OTHERS, ELr SHALL COORDINATE LOCATION osP20 -odO OF ROUGH -IN WITH SIGN CONTRACTOR. DISC. 6. SYSTEM SHALL BE DESIGNED, FURNISHED AND INSTALLED MOP M �UIIREDNF�GALAARM 19,21,23 H. ALL WRUNG DEVICES SHALL BE FURNISHED AND ALLED BY TENANT CONTRACTOR NOTE: I-GANG BOX WITH 2" CONDUIT FOR SECURITY LAN GABLES 1-&I BOX WITH 2" CONDUIT FOR STORE LAN GABLES 3'1 x 2' 1 3/4' PLYWOOD BACKBOARD INSTALLED BY CONTRACTOR TOP OF BOARD AT V AFF. PAINT WHITE 161 BOX WITH I" CONDUIT FOR DIAL BACK -UP b 05L GABLES m m 161 BOX WITH I' CONDUIT FOR PG, PHONE E DATA GABLES ;9 am DUPLEX RECEPTACLE (165362) WITH ISOLATED GROUND, DEDICATED CIRCUIT (TYP OF 3) NOTE: EQUIPMENT RACK, SUPPLIED d INSTALLED BY TENANTS DATA CONTRACTOR OEEIGE ELEVATION G NO 5GALE E3) IF YOU HAVE ANY QUESTIONS REGARDING THE ELECTRICAL PLANS, PLEASE GALL THE ELEGTRIGAL DESIGNER DESIGNER: RICK MOMIBERG PHONE/FAX: 612 - 46516 211612- 4 65 -1716 E-MAIL: rlckmombercq@A.ehomeng.com _NOTE: DATA 5Y5TEM PROVIDED AND INSTALLED BY TENANTS VENDOR. ALL NEW DISCONNECT SWITCHES ARE PROVIDED BY TENANT FOR TENANTS CONTRACTOR INSTALLATION UNLE55 NOTED OTHERWI5E. NOTE - HVAC TEMPERATURE SENSOR: GONTRAGTOR SHALL REFER TO THE TEMPERATURE SENSOR MOUNTING DETAIL ON SHEET EM -3 FOR PLACEMENT AND INSTALLATION INSTRUCTIONS PRIOR TO INSTALLING. fOR SHALL LABEL ALL PHONE I-GANG BOX WITH 1 -1/2" CONDUIT FOR STORE PAGING 5 AS PER ELEVATION. GABLES GROUNDING BU5 BAR I' FROM RIGHT EDGE OF BACKBOARD WITH #12 AW6 (SOLID) COFFER WIRE CONNECTED TO BUILDING GROUNDING SYSTEM. INSTALL IN ACCORDANCE WITH LOCAL, STATE b NATIONAL CODES AND STANDARDS II II II I � DUPLEX RECEPTACLE (165362) WITH ISOLATED �_r I DEDICATED CIRCUIT (ECI 1-6AN6 BOX WITH 3/4" CONDUIT FOR PAGING PHONE. � 1 16ANG BOX WITH 3/4" CONDUIT FOR OFFICE PAGING P 26 VOLUME CONTROL -1 I x - - - -- - - -g JUNCTION BOX FOR EMS OVERRIDE d SALES FLOOR - "-� — LIGHTING 5WITGi P-4 6-0" LONG PLUG MOLD WITH (2) DEDICATED GIRGUITS (CENTERED C MIN OF 6 RE-CEPr) (P -4)6) P -10 I `� p_I NOTE: ALL FAGEPLATE5 FOR LOW VOLTAGE ' i l F ji 1. CONTRACTOR. PROVIDED BY TENANTS DATA NOTE: ALL GONDUIT SHALL BE INSTALLED INSIDE WALL TO EXTEND 6" ABOVE SALES ,I' -2" I I I FLOOR GEILIN6. ALL CONDUIT 5TUB5 SHALL BE FINISHED WITH CONNEGTORA3115HIN6 AND I' -10" HAVE PULL STRINGS INSTALLED. ALL CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED. ALL GONbUIT E BOXES ARE DIMENSIONED TO CENTERLINE. CONTRACTOR SHALL LABEL 3:_111 TOP OF CONDUIT TO MATCH LABELS ON JACK54UNGTION5 BELOW. 4'-3" SAIESAREA OO RTU p -41 2 0-rF I P -11 MOUNT ON FLOOR AND MAKE MG CONNECTION TO DUPLEX RECEPTACLE INSTALLED IN FIXTURE KICK PLATE. (TYPICAL) P -I1 POWER PLAN N4ACENT TENEAW SPACE IN I C) INSTALL JUNCTION BOX ® 10 A.F.F. TO BOTTOM OF BOX. 3/4"11#12 CND. L -2830 INSTALL JUNCTION BOX ® 90" A.F.F. TO BOTTOM OF BOX. 3/4 "G-3 #10, 1 #10 6ND. L -3234 DUPLEX RECEPTACLE ), INSTALL JINGTION BOX O 90" A.F.F. TO BOTTOM OF BOX. 3/4 "G-3 #10, 1 #10 GNP. L -3638 fiD P -15 RcD J rsrnrrzllrYizzirrrrrrrrJdt�trLf /�"> / /nt�� i� a .� L: RED - A0.NCEMTENEANT SPACE NLC.I MOUNT ON FLOOR AND �� MAKE MG CONNECTION TO MEN'S DUPLEX RECEPTACLE 5GHEOULE INSTALLED IN FIXTURE KICK wire PLATE. (TYPICAL) 5EN50R fiD MEN'S RE5TROOM LIGHT RcD axx aue VOLT/ ascx eue RED - ELEC �� DESCRIPTION MEN'S eROr+iwniE 5GHEOULE RE5TROOM wire 51ZE 5EN50R LOG. WOMENSS GB 05P20 -RDO RESTROOM LIGHT KW rffn ELECTRIC HAND DRYER rd� � WALL HANGER KIT eu� craw HAGR WOMENS 3/4C, 3 #10 b 1#10 CND 3 RE5TROOM eLncc 26.6 MCA 5EN50R DISC. 30 NF OSP20 -RVO MVP HAGR 1,9,11 COMMON 3 — R3 m EXHAUST FAN 11A MCA RED eixx DISC. 30 p IL UNIT MDP 2013 HALR BATHROOM OGGUPANGY 5EN50R 3 R4 ROOF TOP UNIT osP20 -odO NO SCALE DISC. in m DOUBLE GANG FOR DATA CABLE WITNi SINGLE GANG COVER. 30' LONG PLUG MOLD WITH (1) 20 AMP CIRCUIT (CENTERED d MIN OF 4 RECEPTICLES) P -28 4 EMPLOYEE ROOM DESK ELEVATION NO 5GALE O L -35 ° PANEL L EMS PANEL MDP PANEL P __ PANEL ,' -15 _ lSkVA XFMR TOUT HALLWAY P -35 TRANSFORMER BELL BELL NEAR STOCKROOM (O AAREAR DOOR DOOR CHIME 5GHEMATIG `� / SCALE: NONE HALLWAY 3 2 PHONE BOARD 4'1 X3/4" 4 RTU P-41 M4 I}G-GI SiOCKRCOM I >L I P -22 P -22 �w _WAY P -22 1N "AY I ;t® P -22 P- 22rrrrnz CONTRACTOR SHALL INSTALL (b) #12 AND (1) #12 COMMON GROUND IN 3/4" CONDUIT FROM PANELBOARD TO THE WALK -IN FREEZER/COOLER UNIT JUNCTION BOX. 6O. TO ADJUST CONDUIT WIRE SIZES PER TABLE BELOW. INDIVIDUAL CIRCUITS ARE AS FOLLOWS: L -24 COOLER (2) #12, (U #12 6 (COMMON L -26 FREEZER/COOLER LIGHTS (2) #12, (1) #12 6 (COMMON) L -20,22 FREEZER (2) #12, (1) #12 G (COMMON -NOTE: GONTRAGTOR TO PROVIDE ONE (1) JUNCTION BOX CENTERED ON THE WALK-IN FREEZER/GOOLER UNIT. ALL THREE CIRCUITS WILL TERMINATE AT TH15 JUNCTION BOX. THE FREEZER/GOOLER CONTRACTOR WILL THEN BE RESPONSIBLE FOR THE REMAINING WORK CONNECTING TO THE UNIT. THE JUNCTION BOX WILL BE MOUNTED AT 120' A.F F - A.F.G. ELEGTRIGAL EQUIPMENT 52EDULE ELEGTRIG EGUIPMIENT HP/LOAD VOLT/ DI5GONNEGT HAND ELEC DRYER DESCRIPTION `P 0 5GHEOULE NOTES TYPE 51ZE FUSE LOG. PROVIDED BY TENANT FOR TENANTS CONTRACTOR INSTALLATION. GB ITEM VOLTS/PHASE KW ACCESSORIES ELECTRIC HAND DRYER 120W10 1.15 WALL HANGER KIT ELEGTRIGAL EQUIPMENT 52EDULE EQUIPMENT EGUIPMIENT HP/LOAD VOLT/ DI5GONNEGT POKER SCARCE ELEC TAG DESCRIPTION `P 0 FEEDER SIZE NOTES TYPE 51ZE FUSE LOG. PANEL GB I GKT# RN ROOF TOP UNIT 26.6 MGA 4801'5 DISC. 30 NF UNIT MOP HAGR 13$ 3/4C, 3 #10 b 1#10 CND 3 Rz ROOF TOP UNIT 26.6 MCA 48013 DISC. 30 NF UNIT MVP HAGR 1,9,11 3/4 "G, 3 #10 b 1 #10 11 3 — R3 m ROOF TOP UNIT 11A MCA 480/3 DISC. 30 NF UNIT MDP 2013 HALR 13,15,11 3/4 "G, 3 #12 t 1 #12 GND 3 R4 ROOF TOP UNIT 16.3 MCA 4801 DISC. 30 NF UNIT MOP 25/3 HAI 19,21,23 3/4 "G, 3 #10 d 1 #10 610 3 EF I EXHAUST FAN 11.3 W ATTS 12011 SAL - - UNIT L 20A 29 3/4 "G, 2 #12 S 1 #12 CNO I WATER HEATE=R 4.5 KW 208/1 BKR. - - PANEL P 30/2 23,25 3/4 "G, 2 #10, 1 #10 GND 2 Q m m PC v u m d m + = c 1, E NOTES: I. EXHAUST FAN (EF -I) TO E3E INTERLOCKED WITH RE5TROOM OCCUPANCY SENSOR. SEE DETAIL 2/E2 FOR ADDITIONAL INFORMATION. SEE MECHANICAL DRAWINGS FOR MORE INFORMATIONI. 2. VERIFY LOCATION OF WATER HEATER. PROVIDE LOGK-OFF BREAKER ® PANEL PER NEG 422.31. PROVIDE LABEL ON EQUIPMENT INDIGATINC 111 15 LOCATED IN PANEL ". 3. PROVIDE ro SMOKE DETECTOR. DUGT DETECTOR TO SHUT DOWN RTU IF AGTIVATEO. SEE SHEET MPI FOR ADDITIONAL INFORMATION. VERIFY WG�O�I� MARSHALL. 4. ROOF TOP UNITS ARE FURNISHED AND INSTALLED BY TENANT. 5. MECHANIGAL EQUIPMENT CIRCUITRY AND CONTROL: VERIFY CIRCUIT BREAKER AND BRANCH CIRCUITRY TO BE IN ACCORDANCE WITH MAUFAGIURER5 NAME -PLATE DATA REQUIREMENTS. b. VERIFY ROOF TOP UNITS ARE R1RNI5HED WITH FACTORY INSTALLED SERVICE DISGONNEGT SWITGi AND NY CFCI RECEPTACLE (GKT P -40. ELECTRICAL GONTRAGTOR SHALL MAKE FINAL GON`EGTIONS TO SERVILE DISCONNECTS AND CFGI RECEPTACLE. PROVIDE NE{N AS REQUIRED. 0 E, U 0 a m m v 0 0 y E i E U d C N C � Y L S `P co CI c 4t m J C o S N 0 m c Q � _ m 5 O H N o T o T c =o m C c = o m 0 u C mA W U o E ` Q m m PC v u m d m + = c 1, E 1 + %� m E _ Z Nt E E E 5 -Oa � 'c 7 L O m w L ❑ ° � a 3 E E 0 E, U 0 a m m v 0 0 y E i E N U d C N C � Y L `P co CI 4t IL J w o S LU 0 N U d C N C � Y L ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -28281 fax (757)622 -6883 sheet El co CI 4t IL J w LU 0 Q Q � J a o O 0 L O W U m C m m o n v` sheet El TO 5160 < 3 � L -33 EN 1 0 0 7 MULEM Tffl A TSPAM IN.IL1 D VACANTSPACE OI L -17 * ** LI6HT FIXTURE5 PROVIDED BY TENANT FOR TENANT'S GONTRAGTOR INSTALLATION * ** PANEL m PANEL L -10 VIA EM5� PANEL L, APNCEM iENEPM SPALE IN .I Q I � EMS PANED OL -21 L -21 0➢JACWN NEMTSME(NIC <0> U 6HTI N6 PLAN I/8" = I' -O" s W s � I 1 T111T f TOILET f __— �EMPLOYEEAPFA TYPIGAL Ij I 11 L -17 VIA 2 sioca+oog PW ENTI NE TSPACEIM ICj v 1 VIA L -1, VIA EMS EM L-11 41 N i6mm. Oi L -17 OI L -Il � OL -Il L -21 < LVAr=136'7 LUMINAIRE SCHEDULE * ** LI6HT FIXTURE5 PROVIDED BY TENANT FOR TENANT'S GONTRAGTOR INSTALLATION * ** m r} LTG. FIXT. FIXTURE SYMBOL LIGHT DESCRIPTION VOLTS WATT5 CITY. - WATT5 MOUNTING SCHEDULE NOTES EM J EMERGENCY LIGHT `-'EE IS (2) qW MR16 MALL OR EMERGENCY LIGHT ELECT. c CEILING WITH BATTERY NOTES: [$ _ � PANEL r FURNISHED W/ FIXTURE SURFACE E 6 I. S i MOUNT REMOTE EMERGENCY SEE 15 I EXTERIOR EXTERIOR � N i6mm. Oi L -17 OI L -Il � OL -Il L -21 < LVAr=136'7 LUMINAIRE SCHEDULE * ** LI6HT FIXTURE5 PROVIDED BY TENANT FOR TENANT'S GONTRAGTOR INSTALLATION * ** m <--------- - - - - -- -LAMPS---------- - - - - --> LTG. FIXT. FIXTURE SYMBOL LIGHT DESCRIPTION VOLTS WATT5 CITY. - WATT5 MOUNTING SCHEDULE NOTES TYPE. J EMERGENCY LIGHT `-'EE IS (2) qW MR16 MALL OR EMERGENCY LIGHT ELECT. c CEILING WITH BATTERY NOTES: [$ _ � PANEL FURNISHED W/ FIXTURE SURFACE E 6 I. S i MOUNT REMOTE EMERGENCY SEE 15 (2)M HALOGEN EXTERIOR EXTERIOR � LIGHTS OUTSIDE ABOVE EXIT ELECT. SEALED BEAMS AND WALL EMERGENCY LIGHT DOORS WJ BATTERY UNIT INSIDE PANEL U FURNISHED W/ FIXTURE TIME C WITH BATTERY NOTES: 5106. 2 DELAY RELAY U E 6 I. SEE 3 LED LAMP ARRAY CEILING LED. SINGLE- L EXIT LIGHT ELECT. FURNISHED W FIXTURE MOUNT, UNLESS FACE EXIT SIGN ® w PANEL z > REQ'D BY H/ETER6. BAT. u a? a CODE NOTE: D S I. o r SEE 64 2 -32W FURNISHED K/ CEILING INTERIOR/ EXTERIOR Z a 6' -0" STRIP LIGHT WITH ELECT. a FLUOR. FIXTURE SURFACE STRIP NOTES: A06. E W REFLECTOR PANEL C n SEE 5 - 2 W FURNISHED W/ CEILING INTERIOR/ EXTERIOR 4' -0" STRIP LIGHT WITH ELECT. FLUOR. FIXTURE SURFACE STRIP NOTES: A se REFLECTOR PANEL i i 6' -0" STRIP LIGHT WITH SEE 64 2 -32W FURNISHED W/ I CEILING EMERGENCY LIGHT REFLECTOR ELECT. FLUOR FIXTURE iSURFACE W/EMER6. BAT. EMERGENCY LIGHT PANEL BALLAST NOTES: A,GFG f I. EM I 6' -O" STRIP LIGHT WITH SEE 64 2 -32W FURNISHED W/'. CEILING INITRJ EXTR. STRIP 1 REFLECTOR ELECT. FLUOR. FIXTURE (SURFACE W/EMER6. BAT. EMERCJNIGHT LIGHT PANEL BALLAST EM/K- NOTES: Ar,,eFO 4 I. 4' -0" STRIP LIGHT WITH SEE 32 1 -32W FURNISHED W/ CEILING EMERGENCY LIGHT REFLECTOR ELECT. FLUOR. FIXTURE SURFACE W/EMER6. BAT. EM EMERGENCY L16HT PANEL BALLAST NOTES: AG,E6 $ I. 4' -0' STRIP LIGHT WITH SEE 32 1 -32W FURNISHED W/ GEILIN6 INTRJ EXTR STRIP REFLECTOR ELECT. FLUOR. FIXTURE SURFACE W/EMER6. BAT. EM/N- EMER6JNIGHT LIGHT PANEL BALLAST NOTES: AC,EF,6 a 1. SEE % 7014 FURNISHED W/ WALL U.L. LISTED FOR NET WALL PAGK ATLAS ELECT. METAL HALIDE FIXTURE MOUNTED LOCATIONS NOTE -5 0 WLM -IOMHQ PANEL DOR LIGHTING FIXTURE SCHEDULE NOTES: A. DESIGNATED FIXTURE SHALL HAVE Tb LAMPS AND ELECTRONIC BALLAST WITH DISCONNECT PER NEG 410.1306 B. GUT INSULATION (WHEN BATT TYPE 15 USED) OR PROVIDE SHIELD AROUND FIXTURE (WHEN BLOWN -IN TYPE 15 USED) TO KEEP INSULATION A MINIMUM OF 3" AWAY FROM FIXTURE. G. ATTACH FIXTURE TO T -BAR PER NEG 410 -36 WHERE APPLICABLE. D. FIXTURE PROVIDED WITH DJAL VOLTAGE 120/217/ PONER SUPPLY. E. LIGHT FIXTURE SHALL HAVE BATTERY BAGK -UP WIRED AHEAD OF 5WITGHE5 /GONTAGTOR5 ON SAME CIRCUIT. UNIT EGxUIPMENT SHALL BE PER NEG 700.12F. FOR FIXWE-5 WITH FOUR LAMPS, THE EMER6ENGY BATTERY PACK WILL ONLY OPERATE ONE OF THE LAMPS. F. LIGHT FIXTURE SHALL REMAIN ON DURING NON- BU51NE55 WORKING HOURS. 6. WITH NO FIN15HED CEILING, LIGHT FIXTURES IN THE SALES AREA SHALL BE SUSPENDED ® 12' -0" A.F.F. AND LIGHT FIXTURES IN THE STOCKROOM AREA SHALL BE SUSPENDED o 10' -0" A.F.F. H.. EGdUIPMENT EXTERIOR FIXTURES WITH COLD WEATHER BALLAST. 1. PROVIDE qO MINUTE MINIMUM BATTERY BAGK -UP. LIGHTING PLAN NOTES OEXIT 516N5/EMER6ENGY BATTERY PAGK5: CONNECT TO THE LINE 51DE OF LOCAL 5WITGHINl6 AND GONTAGTOR OR CONNECT TO DE516NATED NIGHT LIGHT CIRCUIT. A. IN STOCKROOM INSTALL WALL MOUNTED TYPE ON WALL CENTERED 1' -0" ABOVE THE DOOR OPENING. B. IN SALES AREA, MOUNT ON GEILIN6 1' -0" FROM THE WALL. O IF STORE HAS ADDITIONAL 51DE OR REAR 516NACE THE CONTRACTOR SHALL COORDINATE WITH THE 516N VENDOR FOR ANY ADDITIONAL EXTERIOR 516NA6E AND THE ASSOCIATED ELECTRICAL REQUIREMENTS. AFTER THE ELECTRICAL DE516N 15 COMPLETE, IT MAY BE DETERMINED THAT CERTAIN SITES REQUIRE 51DE OR REAR 516AN&E. .. , .:•.uL.J. .._ .. ..1. . _ .•MUM •. .•. r, • . .. AI PROVIDE CONDUIT AND WIRE SIZES REQUIRED TO MEET NEC ARTICLE 310.150)(2) INSTALL WALL PACK FIXTURE ABOVE REAR EXTERIOR DOORS AT 10' -0", COORDINATE EXACT MOUNTING HEIGHT AND LOCATION. FOR "EM" EMERGENCY LIGHTING, GONNEGT BOTH 5WITGHED AND UNSWITGHED CIRCUIT LEC- FROM SAME CIRCUIT THAT SERVES LIGHTING SUCH THAT FIXTURE 15 5WITG4-ED BY BATTERY CHARGING AND SENSING ELEMENTS ARE GONNEGTED TO UN5WITGHED GONDUGTOR5. EXISTING BUILDING LIGHTING TO REMAIN. ELG SHALL VERIFY IF LIGHTING 15 CONTROLLED FROM EXISTING PANELS BEING REMOVED OR FROM LANDLORD HOUSE FANEL. IF PANEL VIA FROM TING PANEL BEING R MOVEJED UR ISH AND INSTALL NEW CIRCUIT FROM OCCUPANCY SENSORS: INSTALL TEVITON" OCCUPANCY 5EN50R GATOLOG #05G- 10 -UOW ON CEILING NEXT TO DOOR TO RE5TROOM. 5EN50R TIME DELAY TO BE SET TO 5 MINUTES. OCCUPANCY SENSORS PROVIDED BY TENANT FOR CONTRACTORS INSTALLATION. DUPLEX RECEPTACLE FOR SECURITY CAMERAL (SG) MOUNTED IN CEILING TILE. SEE SHEET El FOR GIRCUITIN6 INFORMATION. MOUNT EMERGENCY FIXTURE ABOVE DOOR APPROXIMATELY 10' -0" AF6. COORDINATE WITH EXISTING CONDITIONS, AHNING5 AND /OR 516NA&E. LOCATE REMOTE BATTERY ABOVE GEILIN6. IF YOU HAVE ANY 6UE5TION5 REGARDING THE ELECTRICAL PLANS, PLEASE GALL THE ELECTRICAL DESIGNER. DESIGNER: RICK MOMBER6 PHONE/1-AX: 612 -4b5- 1621/612- 465 -1776 E -MAIL: rlck.mor0�rq @duMhamoNzom Q N a R m � c h F 2 E m q1212 c o W I ` J c Q W c _ � W m S i Q � a z C ~ U C Y 2 U � c = a LL m L h O � w z > v U u a? a N = o r # a a Z a =�aEW y m a E W t O 6 E W C n Yi a 3 E Q N a R m � c h F 2 E RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -28281 fax 17571622 -6883 q1212 o I ` J Q W z Q � a z C ~ U C Y fO O N L O RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -28281 fax 17571622 -6883 sheet E2 I ` J Q W z Q � a z J ~ a D O <a O w z > 1W U C a? 3 o m a a sheet E2 NEW ELEGTRIGAL EQUIPMENT NOTE: NEW ELE- GTRIGAL PANELS AND TRANSFORMER (IF APPLICABLE) ARE PROVIDED BY THE TENANT FOR TENANTS CONTRACTOR INSTALLATION. NEW PANELS WILL BE PROVIDED WITH CIRCUIT BREAKERS AS SHOM ON THE PANEL SCHEDULE. EXI5TIN6 ELEGTRIGAL EQUIPMENT NOTE: El FGTRIGAL CONTRACTOR SHALL FURNISH AND INSTALL CIRCUIT BREAKERS AS REQUIRED IN EXISTING ELECTRICAL PANELS. MATCH EXISTING MANUFACTURER AND DEVICE RATINGS. RISER DIAGRAM NOTES I. INFORMATION ON THE ELEGTRICAL SERVILE ENTRANCE 15 BASED ON THE INFORMATION RECEIVED AT THE TIME OF DESIGN FOR THI5 PROJECT. EXACT INFORMATION WAS NOT AVAILABLE. CONTRACTOR SHALL VERIFY ELECTRICAL SERVICE AND ALL EQUIPMENT AGAINST THE DESIGN AND REPORT ANY 0151,REPANGIE5 THAT CAN NOT BE RE50LVED IN THE FIELD, TO THE ENGINEER FOR FURTHER INSTRUCTION AND /OR P0551BLE REDESIGN OF AFFECTED ITEMS. 2. LOCATE PANEL BOARDS IN EXCLUSIVELY DEDICATED 5PACE5 IN AGCORDANCE WITH NEG 11026 PLU6 UNUSED OPENINGS. DO NOT L15E R15ER DIAGRAM TO LOCATE EQUIPMENT. REFER TO POKER PLAN FOR LOCATIONS. PLUS UNUSED OPENINGS IN PANELBOARD5. 3. ELEGTRIGIAN SHALL BE ON 51TE DURING THE DB.5. INSPECTION. 4. PROVIDE BONDING CONDUCTORS AS REQUIRED PER N.E.G. 250. 5. CONTRACTOR SHALL PROVIDE ALL CONDUIT, WIRE, MISCELLANEOUS ITEMS AND HARDWARE, ETC..., FOR A COMPLETE AND OPERATIONAL SYSTEM. R15ER LEGEND DASH DOT LIME TYPE INDICATES EXISTING EQUIPMENT TO REMAIN GONTINJOU5 LINE TYPE INIDIGATE5 NEW EQUIPMENT TO BE INSTALLED EMS CONTROLLER CIRCUITS TO LIGHT FIXTURES CONDUIT AND WIRING AS REQUIRED TO PHOTOCELL AND OUTDOOR SENSOR ON ROOF NEW BM5 CABINET (FUR11I5HED BY TENANT, INSTALLED 5Y CONTRACTOR) SEE EM 5HEET5 PROVIDE 2" ROUTE LIGHTING G GIRGUIT5 TO EMS DOLLAR TREE SPACE PROVIDE 3'G. -4#300 KGMIL AL., 1 #2 AL. CND. OR EQUIVALENT AMPAGITY COPPER CONDUCTORS. APPROXIMATE 1?I5TANGE BETWEEEN LANOLORD5 DISCONNEGT SWITCH AND 'MDP" 15 100' -0 ". CONTRACTOR SHALL FIELD VERIFY PRIOR TO BID. 3/4 "G -4#12, 1 #12 CND. FOR PHASE L055 MONTIOR. NEN PANEL "L" I I PANELt"F" I I PANIELW 5,438 AIG F¢i 5,685 Alr 24,481 AIG 7a KVA XFMF #8 GN1D. 480V, 3PH PRIMARY TO 2 "G.- A410, 1 #26 4 1 #2 IC Fault current calculations and AIC design are based on the following assume ions. W EXISTING SERVILE - DISCONNECT. 65,000 Short Circuit Amps Available at Service Entrance A. GASH REGISTER AND COMPUTER CIRCUITS SHALL BE CONNECTED TO 3 "C Metal, 4#300AL Conduitand Wire 1 100' iDistance From SWB To MDP 1 -1 /4 "C Metal, 3 #1 Conduitand Wire 4' Distance From MDP o XFMR 2 'C Metal, 4#4/0 Conduitand Wire 5' Distance From XFMR To Phil 1 -1 /2 "C Metal, 4#3 Conduit and Wire 5' IN51ULATEPA50LATED GROUND BAR FOR GASH COORDINATE WITH UTILITY ro Pnl L IOOA INSTALLED BY OTHERS. FURNISH AND INSTALL JJNGTION BOX IN 75 KVA Transformer IFeeding I Phil P &L 3.20 %Zlmpedence PROVIDE GREEN EQUIPMENT GROUNDING II- EXI5TIN8 5ERVIGE CONDUCTOR. 225A All conductors based on copper unless noted otherwise GIRCUITS. NOTES TO ELECTRICAL CONTRACTOR - Electrical Contractor upon being awarded contract, shall contact the utility to obtair available fault current and verify all above information upon arrival on site, prior to c approving release of equipment and report updated information to contact below.E recalculate available fault currents and relay results to the Electrical Contractorfor cc with 2011 NEC 130.24(A), (B) field marking requirements. This proceedure shall be dc new and /or relocated switchgear and /or panels regardless of current code adoption. - Electrical Contractor to provide arc -flash hazard warning field marking per NEC 110.16. - Electrical Contractor to provide series rated labeling per NEC 110 -22(B) where there applied series rating as shown on the drawings. - Any additional costs forfailure to comply with the above requirements will be strid contractors expense. the actual rdering or igineer will mpliance ne for all is an ly at UTILIZE EXISTING "PANEL DH" ROWS 14,16 - LIGHTS VIA EMS (CUSTOMER) Engineering Contact Rick Momberg EACH OF THE PHONE LINES INSTALLED BY THE TELEPHONE UTILITY 15 Dunham CONNECTED TO THE APPROPRIATE LINE AT THE CONTRACTOR INSTALLED '66 rick.momberg@dunhameng.com BLOCK'. BALIWICK WILL VERIFY PHONE LIME GONNEGTION5 DURING THEIR 612 - 465 -7627 TREE SPACE. RE -LABEL < ADJACENT TENANT SPACE (GOODWILL) EXISTING 2000 AMP, 271/45OV, 3 PHASE, 4 WIRE 5ERVIGE, MULTI - SECTION MAIN SHB, MAIN METER, AND BREAKERS WITH INCOMING UTILITY SERVILE CONDUIT AND CONDUCTORS TO REMAIN. _ TENANT 120/206V MDP OR SERVICE W EXISTING SERVILE - DISCONNECT. T T A. GASH REGISTER AND COMPUTER CIRCUITS SHALL BE CONNECTED TO DISCONNECT THE SAME PHASE (EVERY THIRD POSITION) IN THE PANELBOARD. FOR MAIN PANEL OR DI5GON#1E-GT WHERE THE IOOOA SERVILE GROUND 15 ESTABLISHED. PROVIDE PROVISIONS FOR l EQUIPMENT GROUND BAR ------------------ PANEL. INSTALL AN INSULATED "ISOLATED" GROUND WIRE IN EACH CONDUCTORS FOR THE MAIN PHONE LINE WITH ANOTHER PAIR FROM THI5 BRANCH CIRCUIT "HOMERUN' TO pANELBOARD. GONNEGT GROUND WIRE DOLLAR TREE TENANT M 600A GROUNDING ELECTRODE CONDUGT BAR IN PANELBOARD AND DIRECTLY TO ISOLATED GROUND NEG 250, 5EE ELECTRICAL R15ER DIAGRAM METERING. METER v 17.5. FOR SIZE. BLANK NK CONDUIT AND BOX SHALL BE METAL AND METAL -TO -METAL PROVIDED BY CONNECTORS SHALL BE USED NO FLEX GONDUIT) TO ESTABLISH -B- BL IN51ULATEPA50LATED GROUND BAR FOR GASH COORDINATE WITH UTILITY RE515TEP GIRGUIT5 ONLY. PER KEG 408 -40. BLANK IOOA INSTALLED BY OTHERS. FURNISH AND INSTALL JJNGTION BOX IN COMPANY. - - _ 400A ❑ ❑ PROVIDE GREEN EQUIPMENT GROUNDING II- EXI5TIN8 5ERVIGE CONDUCTOR. 225A IOOA GIRCUITS. DI NNEGTS BLANK IOOA UTILIZE EXISTING "PANEL DH" ROWS 14,16 - LIGHTS VIA EMS (CUSTOMER) -A- 512 EACH OF THE PHONE LINES INSTALLED BY THE TELEPHONE UTILITY 15 BREAKER TO FEED DOLLAR CONNECTED TO THE APPROPRIATE LINE AT THE CONTRACTOR INSTALLED '66 -�- BLOCK'. BALIWICK WILL VERIFY PHONE LIME GONNEGTION5 DURING THEIR &O TREE SPACE. RE -LABEL CT SECTION 200A BLANK ❑ ❑ BREAKER AS "DOLLAR TREE �e I PANEL MDP' o `a 11 12A m SPARE - C - L -1 ❑ ❑ _ E 225A 70A 20/1 &ND NEUT. O u o c G l 65000 AIG I ❑ ❑ -B- - tl.I7I Irw R� /u w. I #2 TO BUILDING GND MINIMUM STEEL OR GOLD CONTRACTOR TO CONFIRM 6ROUNIDIN6 AND BONDING WATER PIPE OF NEUTRAL AND GROUND BUSSES AT THE SERVICE U15GON1NECT 5WITGH. PROVIDE NECESSARY MODIFICATIONS TO MEET CODE AND LOCAL REQUIREMENTS. AS THI5 CONNECTION SHALL ONLY OGGHR IN ONE LOCATION AT THE POINT OF SERVICE. RISER DIAGRAM �� NO SCALE GASH RE615TER AND GOMPUTER TENANT 120/206V MDP OR SERVICE GROUNDING DIAGRAM NOTES DISCONNECT. I Description CONNECTION OF 150LATED GROUND TO A. GASH REGISTER AND COMPUTER CIRCUITS SHALL BE CONNECTED TO EQUIPMENT GROUND SHALL OCCUR AT THE THE SAME PHASE (EVERY THIRD POSITION) IN THE PANELBOARD. FOR MAIN PANEL OR DI5GON#1E-GT WHERE THE EXAMPLE, ALL ON PHASE A, GIRGUIT NUMBERS I, 1, 13, OR 2, 8, 14, ETC. SERVILE GROUND 15 ESTABLISHED. B. FURNISH AND INSTALL AN INSULATED, ISOLATED GROUND BAR IN EQUIPMENT GROUND BAR ------------------ PANEL. INSTALL AN INSULATED "ISOLATED" GROUND WIRE IN EACH CONDUCTORS FOR THE MAIN PHONE LINE WITH ANOTHER PAIR FROM THI5 BRANCH CIRCUIT "HOMERUN' TO pANELBOARD. GONNEGT GROUND WIRE �� JUMPER PER NEG 250 FOR GASH REGISTER AND COMPPER GIRGUITS TO ISOLATED GROUND GROUNDING ELECTRODE CONDUGT BAR IN PANELBOARD AND DIRECTLY TO ISOLATED GROUND NEG 250, 5EE ELECTRICAL R15ER DIAGRAM 1-1,1615GREW ON ISOLATED 6ROUNP RECEPTACLES. FOR SIZE. G. DO NOT CONNECT "ISOLATED' C90UND WIRE TO RAGENUAY OR BOX. EQUIPMENT GROUND BAR FOR NORMAL CONDUIT AND BOX SHALL BE METAL AND METAL -TO -METAL CIRCUITS CONNECTORS SHALL BE USED NO FLEX GONDUIT) TO ESTABLISH -B- GROUND PATH FOR BOX AND RACEWAY. IN51ULATEPA50LATED GROUND BAR FOR GASH a RE515TEP GIRGUIT5 ONLY. PER KEG 408 -40. D. GASH REGISTER DATA SYSTEM GABLE SHALL BE F IRN15HED AND EXCEPTION I. INSTALLED BY OTHERS. FURNISH AND INSTALL JJNGTION BOX IN CONDUIT AND BOX MUST BE METAL TO PROVIDE OFFICE AND 2" CONDUIT WITH PULL WIRE TO SALES AREA GEILIN6 EQUIPMENT GROUND PATH FOR BOX OR CAVITY. PROVIDE GREEN EQUIPMENT GROUNDING 704 CONDUCTOR. E. DO NOT RUN GASH REGISTER GIR(UITS IN CONDUIT WITH OTHER TYPIGAL WIRING FOR EAGH 150LATED GROUND GIRCUITS. REGEPTAGLE ON A GASH RE615TER CIRCUIT- NOTE: A. ELECTRICAL CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS DURING PRE -BID WALK THRU TO BID. FIELD VERIFY THAT EXISTING SERVICE GAPAGITY 15 ADEQUATE. NOTIFY ENGINEER OF ANY DI5GREPANGIES PRIOR TO BID. ADDITIONAL FEES DUE TO LACK OF COMPLIANCE WILL NOT BE ACCEPTED. B. ALUMINUM CONIDUGTOR5 FOR FEEDER5 AND BRANCH CIRGUIT5 TO NON- VIBRATING EQUIPMENT ARE INDICATED. GONTRACTOR MAY 05E EQUIVALENT SMALLER SIZE COPPER CONDUCTOR AND SMALLER CONDUIT AS AN ALTERNATIVE, HIONEVER ALL FEEDER MATERIALS SHALL BE CONSISTENT. ALUMINIUM CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS AREA NOT PERMITTED WHERE OVERCURRENT PROTECTIVE DEVICES ARE IOOA OR LESS. GASH RE61 STER GROUND I N6 D I A6RAM NU SLALt QUAD RJ -IH-, JAGK, REFER TO OFFICE ELEVATION FOR LOCATION. Panel : L Volta e: 120/208V, 3PH, 4W No Amp/i Note I Description Ph Code L VA Code C VA Code R VA Code M VA Code E VA Code K VA Code D VA 1 20/1 CONDUCTORS FOR THE MAIN PHONE LINE WITH ANOTHER PAIR FROM THI5 ROWS 24 LIGHTS VIA EMS (CUSTOMER) -A- 896 OF GONDUGTOR5 FOR THE D5L JACK WITH ANOTHER PAIR FOR THE DIAL a, 13AGK -UP JACK. IO THE GONTRACTOR SHALL INSTALL AND TERMINATE A GAT 5 GABLE FOR THE c 3 20/1 OFFIGE). ROWS 6,8-LIGHTS VIA EMS (CUSTOMER) -B- 896 CONNECTION FROM THE FIRST CEGKOUT TO THE LAST CHECKOUT VIA GAT 5 a GABLE. IF THERE ARE MORE THAN FOUR CHECKOUTS IN THI5 STORE, ONE OF OTHE CHECKOUTS IN THE CENTER SHALL AL50 BE DONNE -GTED IN THIS DAISY 5 20/1 TELEPHONE LOCATIONS. ROWS 10,12 - LIGHTS VIA EMS (CUSTOMER) -C- 704 PHONE/DATA WIRING THAT ORIC INATE5 AT THE TELEPHONE BACKBOARD. ALL m LINES SHALL BE TAGGED AT THE(* BLOCK' (If. MAIN, D5L, DIAL BALK -UP, ALARM, ETC). THE PHONE COMPANY WILL EITHER TERMINATE THEIR LINES AT 7 20/1 THE PHONE LINES ARE INSTALLED PRIOR TO THE ELECTRICAL GONTRAGTOR ROWS 14,16 - LIGHTS VIA EMS (CUSTOMER) -A- 512 EACH OF THE PHONE LINES INSTALLED BY THE TELEPHONE UTILITY 15 C) CONNECTED TO THE APPROPRIATE LINE AT THE CONTRACTOR INSTALLED '66 -�- BLOCK'. BALIWICK WILL VERIFY PHONE LIME GONNEGTION5 DURING THEIR l w J 9 20/1 SPARE - B- �e W w 3 o `a 11 20/1 m SPARE - C - a _ E 13 20/1 SPARE -A- u o c d N 15 20/1 SPARE -B- d rU 7 E 17 20/1 1 STOCK RM/ HALLWAY LIGHTS VIA EMS (EMPLOYEE) -C- 1106 Q a 3 E 19 20/1 SPARE -A- 21 20/1 1 ADJACENT & EXTERIOR / EMERG. LTS VIA EMS - B - 162 23 2011 SPARE -C- 25 20/1 SPARE -A- 27 20/1 SPARE -8- 29 20/1 1 REST RM LTS & EF -1 VIA EMS (EMPLOYEE) _C_ 74 72 31 20/1 SPARE -A- 33 20/1 SIGN - B - 1200 35 2011 1 IFP POWER (EMS PANEL) - C - 500 37 - SPACE -A- 39 - SPACE -8- 41 - SPACE - C - 2 20/1 1 ROWS 1,3 -LTS VIA EMS (EMPLOYEE) EM LTS -A- 707 4 20/1 1 ROWS 5,7 -LTS VIA EMS (EMPLOYEE) EM LTS 6 20/1 1 ROWS 9,11 -LTS VIA EMS (EMPLOYEE) EM LTS -C- 704 8 20/1 1 ROWS 13,15,17 -LTS VIA EMS (EMPLOYEE) EM LTS -A- 768 10 20/1 N. WALL LIGHTS VIA EMS (EMPLOYEE) -B- 1248 12 20/1 1 S. WALL LIGHTS VIA EMS (EMPLOYEE) -C- 1187 14 20/1 SPARE -A- 16 20/1 SPARE -B- 18 20/1 SPARE -C- 20 20/ 1 WALK IN FREEZER -A- 1590 22 2 " - B - 1590 24 15/1 1 WALK IN COOLER -C- 1080 26 20/1 1 1 FREEZER / COOLER LIGHTS -A- 40 28 15/ 1 1 REACH IN COOLER 2 DR - B - 900 30 2 1. _C_ 900 32 25/ 1 1 REACH IN FREEZER 3 DR -A- 2250 34 2 -B_ 2250 36 30/ 1 REACH IN FREEZER 4 DR -C- 2800 38 2 -A- 2800 40 - SPACE -6- 42 i - SPACE - C - Through - -- -A- Feed Lug None -B- Connection - -- _ O _ Main 100 -A- 2923 6640 Breaker / - B - 4402 4740 3 - C - 3775 500 4852 Breaker Notes: Conn KVA phase loads Total I -A- -B- - C - 1 - PROVIDE LOCK -ON DEVICE 2 9.6 9.1 9.1 2- Dmd Conn Panel -Bus KVA loads 3- 13.9 11.1 Code L -Lighting 4 - Code C - Convenience Receptacles (180 W) 5- 0.5 0.5 Code R - Receptacles (Non Convenience) Panelboard Notes: 17.6 16.2 Code M - Motors Largest motor VA 5600.0 1 - Code E - Electric Heat 2- Code K - Kitchen Equip Demand 1001/6 3 - Code D- Dwelling Units (Hotel /Motel Rooms) 4 - 32.0 27.8 Total KVA + Spare KVA % Spare ng 32 Adjusted KVA (Demand KVA + Spare KVA) AIC Rating V 89 Adjusted Demand Amps ating of Bus 89 High Phase Demand Amps 27- Feb -13 Amp Rating (Min Main or Bus Rating) File Name: Project Number : Project Name to Phase Voltage PANEL L 413820 -023 DOLLAR TREE PHONE LINES BY TELEPHONE UTILITY OFFICE MNUNICATI0145 WIRING NOTES H TENANT 1201208V PANELBOARD-\ CIRCUIT BREAKER BOND JUMPER PER NEC, 250 150LATED GROUND ATTACHED TO RECEPTACLE ISOLATED GROUND SCREW PER NEC 250.146 (D) TELEPHONE BOARD, REFER TO POKER PLAN FOR LOCATION I 13ALINIGK SHALL INSTALL A GAT 5 CABLE FROM EMS PANEL TO FIRST GHEGKOUT AND TERMINATE BOTH ENDS. OTHE CONTRACTOR SHALL INSTALL AND TERMINATE TWO GAT 5 GABLES O 13ETVEEN THE TELEPHONE BOARD AND PHONE/DATA CUTLET (0)AD RJ -II JAGK) EMS PANEL, IN THE OFFICE. THE FOUR JAGK5 ARE TO BE LABELED: A) MAIN PHONE, B) REFER TO SPARE, G) DEL, AND D) DIAL BACK-UP. ONE GABLE WILL HAVE A PAIR OF EM SHEETS CONDUCTORS FOR THE MAIN PHONE LINE WITH ANOTHER PAIR FROM THI5 FOR MORE GABLE GOING TO THE SPARE JACK. THE SECOND GABLE WILL HAVE A PAIR INFO. OF GONDUGTOR5 FOR THE D5L JACK WITH ANOTHER PAIR FOR THE DIAL a, 13AGK -UP JACK. IO THE GONTRACTOR SHALL INSTALL AND TERMINATE A GAT 5 GABLE FOR THE c MAIN PHONE LINE FROM THE OFFICE TO THE FIRST GHEGKOUT (CLOSEST TO OFFIGE). 0 THE CONTRACTOR SHALL INSTALL AND TERMINATE MAIN PHONE LINE CONNECTION FROM THE FIRST CEGKOUT TO THE LAST CHECKOUT VIA GAT 5 a GABLE. IF THERE ARE MORE THAN FOUR CHECKOUTS IN THI5 STORE, ONE OF OTHE CHECKOUTS IN THE CENTER SHALL AL50 BE DONNE -GTED IN THIS DAISY CHAIN FOR THE MAIN PHONE LINE. REFER TO PONER PLAN FOR EXACT n TELEPHONE LOCATIONS. OTHE CONTRACTOR SHALL INSTALL A '66 BLOCK' TO TERMINATE ALL IN -5TORE PHONE/DATA WIRING THAT ORIC INATE5 AT THE TELEPHONE BACKBOARD. ALL m LINES SHALL BE TAGGED AT THE(* BLOCK' (If. MAIN, D5L, DIAL BALK -UP, ALARM, ETC). THE PHONE COMPANY WILL EITHER TERMINATE THEIR LINES AT THE '66 BLOCK' OR AT RJ GONNEGTOR5 ON THE TELEPHONE BACKBOARD. IF ' - THE PHONE LINES ARE INSTALLED PRIOR TO THE ELECTRICAL GONTRAGTOR LEAVING THE JOB SITE, THE ELECTRICAL CONTRACTOR SHALL ENSURE THAT EACH OF THE PHONE LINES INSTALLED BY THE TELEPHONE UTILITY 15 C) CONNECTED TO THE APPROPRIATE LINE AT THE CONTRACTOR INSTALLED '66 -�- BLOCK'. BALIWICK WILL VERIFY PHONE LIME GONNEGTION5 DURING THEIR l w J INSTALLATION. CHECKOUT GHEGKOUT (FIRST) VeT) OTHE CONTRACTOR SHALL INSTALL A GAT 5 GABLE FROM THE MAIN PHONE LINE AT THE '66 BLOCK' TO THE EMS PANEL AND TERMINATE BOTH EMUS, THE GONNIEGTION AT THE EMS PANEL 15 A RJ CONNECTOR. THE ELECTRICAL GONTRACTOR SHALL MAKE SURE THIS MAIN PHONE LINE 15 GONNECTED TO THE EMS PANEL FOR THE GHEGKOUT PROGE55 OF THE EMS SYSTEM. AFTER THE EMS GHEGKOUT PROGE55 15 COMPLETE, THE ELECTRICAL CONTRACTOR SHALL UNPLUG THI5 CONNECTION AT THE EMS PANEL. WHEN THE MECHANIGAL CONTRACTOR 15 READY FOR THEIR EMS CHECKOUT PROCESS, THEY SHOULD PLUS THE LINE BACK IN AT THE EMS PANEL AND UNPLUG AT COMPLETION OF I (� ^ j� C THE CHECKOUT PROCESS. BALIWIGK WILL MAKE SURE THE EMS PANEL 15 GOMMV N I GATT ONS V Y I RI N6 MLTA I I UNPLUGGED FROM THE MAIN PHONE LINE DURING TNEIR INSTALLATION JUST PRIOR TO STORE OPENING. NO 5GALE MANA6ER5 OFFICE / MITE BLUE / MITE BLUE / MAIN PHONE 1351 BLUE -BLUE � -. -_ � -. -� - _. WHITE GREEN / GREEN � -� SPARE DIAL BAGK -)P WHITE GREEN / GREEN I / GABLE #2 GABLE #I - BRIDGING CLIPS (24) r- LABEL: MAIN PHONE �� °-� -- -- WHITE BLUE -- LABEL: GABLE I BLUE U �;- �., WHITE ORANGE - -_ - ORANGE _. WHITE GREEN -_ GREEN._ T WHITE BROWN - ; �__ LABEL: SPARE BROHN _. WHI E BLUE -_ LABEL: 05L BLUE - X, LABEL: WRITE ORANGE .� �� GABLE #2 = ORANGE - - WHITE GREEN j - - GREEN - WHITE BROWN BROWN LABEL: DIAL BACK -UP - WHITE BLUE - �� LABEL: EMS B x LABEL: GABLE #3 WHITE ORANGE '� {�. _�:� - J - _ - -_•. ° � - ORANGE WHITE GREEN r GREEN -� - �- u - - - WHITE BROWN _ BROWN -.. NOTE: -I GRAPHIC REPRESENTATION ONLY. FOLLOW = -i FLOOR PLAN FOR ACTUAL OFFICE AND CHECKOUT LAYOUT/DIMEN51ON5 66 BLOCK TELCOTELCO BACKBOARD IF YOU HAVE ANY QUESTIONS REGARDING THE ELECTRICAL PLANS, PLEASE GALL THE ELECTRICAL DESIGNER DESIGNER: RIGK MOMBERG PHONE/FAX: 612- 465 - 7627/612- 465 -7776 E -MAIL: rickm inberg ®dlmhameng.00m 0 Q b r a m u, c 0 Y N m` '> E 2? X F C m v a, aoi d rn 3 c W m N a Q c W QW_ n v _J a U� m _- NQ < uN C) NN fY� 0 C75 o Zi �e W w 3 o `a m a _ E Q v u o c d N r ^� Z a d rU 7 E C N =- U Q a 3 E 0 Q b r a m u, c 0 Y N m` '> E 2? ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 - 2828 /fax (757)622 -6883 AL X F a, aoi d rn 3 v W ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 - 2828 /fax (757)622 -6883 AL sheet E3 1 � wQ J W N a Q W QW_ _J a U� _- NQ < uN C) ¢ 3: fY� 0 C75 O Zi wQ W w 3 o `a m a sheet E3 5EGTION 16010 - 6ENERAL PROVI510N5 RELATED DOGUMENTS A. The General Conditions, Supplementary Conditions, and General Requirements apply to the Work specified in this Section. DESCRIPTION A. This Section defines the General Provisions which are common to all Sections of Division Ib. B. The information in the Specifications and the Plan Drawings are basic facts to follow In determining a reasonable and competitive price for the disciplines Intended. The Drawings and 5peciflcatlon5 do not necessarily indicate or describe each Item necessary for the full performance and completion of the particular work the contractor may be bidding. These documents provide the general Intent necessary to inform the contractor of the Dollar Tree's desire for the systems required for Electrical. Gontractor shall visit the site prior to bidding to become familiar with the existing conditions under which the work shall be performed. Failure to inspect the site will not be considered justification for an adjustment in contract price or (allure to perform the work under this contract. G. Work Included: I. All electrical work herein specified and /or shown on drawings unless noted otherwise. 2. Work by the Utility Gompany for which there is a backcharge. All electrical back char es to be inclu g ded under this Division I6 Gontract. 3. Installation Shall be complete from the location designated by the Electrical Utility Company as the point of Service connection, to the final connection of motors, fixtures, devices, apparatus or pieces of equipment, unless modified by Drawings or these Specifications. 4. The Electrical Drawings and 5peciflration5 shall be understood to cover complete operating systems. The Drawings and Specifications are to be taken together. Work specified and not shown, or work shown and not specified shall be performed or furnished as though mentioned in both Drawin95 and Specifications. 5. Minor Items and acce55orie5 rea5onabey inferred as necessary to complete such systems shall be included. All work $ materials necessary for proper operation of any system, shall be provided by this Gontractor. D. Description of System: 1. Complete power wiring to main disconnect switch, panels, motorized equipment, motors, equipment cabinets, and mi5cellaneou5 outlets. 2. General wiring for power, lighting, and miscellaneous systems. 3. Materials and equipment for electrical work. 4. Electric 5ervlce and distribution. 5. Motor and equipment wiring, including starters, safety switches $ control wiring. 6. General and emergency lighting and power systems. 1. Gontactor5 for lighting and sign control systems. 8. Telephone back boxes and empty conduit. 9. Arrange for sources of temporary construction services. Such services shall be nominally 1201208 volt, 3 phase, 4 wire from which a complete system of temporary power and lighting shall be installed for all construction needs and as required by the occupational safety and health departments, (OSHA). Temporary services shall be removed upon completion of work. 10. Computer system empty conduit raceway. 11. Wiring of power connections to equipment furni5hed and Installed by others. 12. Gutting, patching, excavation and back fill, and concrete work required to complete the work of this section. Back fill shall be compacted to 95% of standard compaction. All existing surfaces shall be patched or replaced to "Like New" conditions. 13. All other equipment, material, device5, acce55orie5 required and /or shown on the drawin 9 5. E. Related work to be completed ed e p by others I. Gomputer system wiring. 2. Television system wiring. F. Definitions - As used within the Gontract Document: I. "Gircuitry" or "Wiring" shall mean any electric work. 2. "Package Unit" shall mean an item of equipment having one or more motors or other electric energy consuming elements integrally factory mounted on a single base, complete with all associated control devices and Interconnecting wiring. 6. Permits: I. Obtain all permits and pay all fees required for the complete electrical 5y5tem. QUALITY ASSURANCE A. Quallflcations: I. Materials and equipment shall be new and shall conform to N.E.M.A. and Underwriters Laboratories (UL) standards in every case, where such standard has been established. All equipment of similar type shall be of the same manufacturer. B. Requirements of Regulatory Agencies: I. All electrical work shall be in accordance with the National Electrical Gode (N.ECJ, current edition, and any amendments to the National Electrical Gode made by the local Gode Officials. 2. Where applicable, all fixtures, equipment and materials shall be as approved or listed by the following agencies: a. Factory Mutual Laboratories. b. National Fire Protection Association. c. Underwriters Laboratories, Inc. (UL) d. National Electrical Manufacturers Association (NEMA) e. Americans with Disabilities Act (ADA) G. Allowable Tolerances: I. Review Architectural, Structural and Mechanical Drawings for all dimensions, locations, partitions and walls, structural details, and location of mechanical pipes and ducts so that the electrical installation shall be in coordination with that of the other trades. 2. Exact location and electrical requirements of equipment furnished by other trades and wired by this Gontractor shall be obtained from the Drawings of the other trades. F3. A. B. 'ROV L DRAWINGS Prepare and submit for approval such additional electrical drawings, c1lagrom5, and specifications as are required by: 1. Local Fire Prevention Bureau 2. Local Building Department - Electrical Inspection Section 3, Local Utility Gompanie5 )RDIN TION AND GOOPERATION The contractor shall examine the premises and 5ati5fy himself of existing conditions under which he will be obligated to operate in performing his part of the work or that will in any manner affect the work under the contr ct. The Contractor shall cooperate with other trades so that the installation of all equipment may be properly coordinated. All equipment furnished shall fit the space available, with connection, etc., In the required locations and wlth adequate space for operating and 5ervi ing. The drawings are generally diagrammatic and indicate the manner and method of the installation while the specifications and fixture list denote the type and quality of material and workmanship to be used. Hhord a conflict exists between the drawings and the specifications, the Gontr ctor 5hall promptly notify the Architect whose decision shall be final. No allowance will be made subsequently in this connection on behalf of th4 Gontractor after award of the contract. A. Proofie one year guarantee for all fixtures, equipment, materials and wor anship, upon final acceptance by Dollar Tree. Any defective matal or faulty workmanship shall be replaced without ao5t to Dollar A. The c ntractor shall be responsible for, protecting all equipment and systems against harmful exposure, or accumulation of dust /moisture, floodi g, corrosion, or other forms of damage. Glean and restore damaged finishes and equipment to place Installation in a like -new IN5TALLA ION /APPLIGATION /PERFORMANCE--/ERECTION A. Appli ation, Installation: I. N measurements of a Drawing by ;tale shall be used as a dmen5ion to work by. The drawing; are not Intended to show G mplete or accurate details of the building In every respect. E act locations and relations are to be defined in the field aid shall be satisfactory to the Architect/Engineer. This ntractor shall take all field measurements and 5hall be r 5ponsible therefore. 2. Compare, Drawings and 5pecificatian5, checking all measurements and determine Intent of Gontract Documents. Discrepancies shall be brought to the Arc hitect/Engineer's attention for interpretation prior to any installation. 3. Tie right is reserved to make any reasonable change in catlon of outlets and equipment prior to roughing -in without Involving additional expenses. Any change from the Electrical awing5 as is necessary to make the work of this Gontractor conform to the building as constructed and to fit the work of o her trades shall be Included in Gontractor's Contract and in talled without extra cost. 4. P rform all work in compliance with all applicable safety r gulation5 Including 05HA regulations. 5. G ordinate all work with other trades prior to any Installatlon. b. P ovide code approved clearances around electrical 1. Ggordinate staging of material with building management r presentative at time of bidding. FIELD QUALITY CONTROL A. Testl g: I. After wires are in place and connected to devices and e juipment, the system shall be tested for shorts and g ounds. All hot wires, if shorted or grounded, 5hall be removed and replaced. 2. All meters, instruments, cable connections equipment, and apparatus nece5sar for making I tests shall be p y , 9 f rnished by this Gontractor at his own expense. ADJUST A D GLEAN A. Gleam g Equipment, Completed Work and Premises: After the completion of all installations, each system Shall be thoroughly cleaned to remove all paint, oil and other foreign material. Gontractor shall also clean all foreign point, grease, oll, dirt, labels and stickers, etc., from all fixtures, equipment, etc. The Gontr ctor shall remove all rubbish, detari5, etc., accumulated from 115 operations from the premises. A. Obtain all permits and approvals from the governing bodies which have jurisdiction over this project. IDENTIFIG PON AND TA661N6 A. Identif catlon of distribution switches or circuit breakers individ ally mounted or of panel boards shall be by means of engraved lamacoid nameplates permanhntly fastened on the front ace of the housing, g, showin g / 4high white lettering on a bla k background. Provide all panel boards with typewritten SLEEVES A. Prov place delay GUTTING P A. Perfo SECTION e sleeves in walls and floor slab,, for the passage of all :s, pipes and ducts installed. Slenve5 shall be set in in sufficient time, ahead of concrete work, so as not to that work. %) PATCHING m all cutting and patching required to complete the Work, I where specifically shown on the Architectural or rral Drawings. Patching shall match existing and 5hall be nated with Dollar Tree's representative. 6010 - BASIC MATERIALS AND METHODS MATERIALS A. Conduit: I. Electrical Metallic Tubing: EMT, "Thinwall" conduit shall in general be utilized where permitted by Code except where described herein. Minimum size condult shall be 314 ", unless Specifically noted otherwise. 2. Heavy -wall steel conduit and I.M.G. shall be either hot dipped galvanized or 5herardized. 3. Flexible conduit shall be 6reenfleld type except, where exposed to oil, grease, or water-conduit shall be 5ealtite. 4. Plastic conduit shall be PVG Schedule 40. 5. Conduit shall be as manufactured by Allied, Triangle or approved equal. 6. Provide expansion fittings for conduits crossing expansion joints. 1. Conduit Fittings: a. Rigid: Threaded. b. Thln -Wall: Compression Type. c. Flexible Connectors shall be compatible with flexible conduit used. 8. Provide bushing and lock nuts for all conduit entries to boxes. B. Wires and Goble5: I. Unless 5perifirally specifically noted ed otherwise - all Hiring shall be installed In conduit. 2. All wire shall be type THIN or THWN copper. No aluminum conductor5 V4111 be allowed. 3. Wire smaller than #8 5holl be solid: #8 and larger, stranded. 4. Gable and wire shall be as manufactured by Triangle, General Gable, Canada or Carol. G. Color Coding: Color coding shall be used throughout the entire electrical system. Provide industry 5tandard color coding for the voltages involved. Gontrol wiring shall be numbered for easy identification of terminal points. Number terminal blocks accordingly. D. Disconnect Switches: I. Switches 51hall meet NEMA enclosed switch standards KSI, current edition. Switches shall be quick -make, quick -break so that operation of the contacts shall not be capable, during normal operation of the switch, of being restrained by the operating handle after the opening or closing of the contacts has started. 2. All safety switches shall be heavy duty of voltage matching equipment served. NEMA I for Indoor use and NEMA 3R for outdoor use. Switches shall be as manufactured by Wte5tinghou5e, General Electric, Square D, or Siemens. E. Fuses: Furnish and install all fuses. Fuses shall be as specified on the Drawing5. F. Outlet, Pull and Junction Boxes: Outlet, pull and junction boxes 5holl be 12 gauge, or heavier, steel, with removable knockouts. Boxes shall be as manufactured by Appleton, Steel City or Raco. Size boxes as required for the Intended duty, minimum size as required by the National Electrical Code. 6. Switches: I. Wall switches shall be located as indicated on the Drawings, arranged singly or In gangs and at the height specified or indicated and 51holl have proper covers with finishes specified herein. 5witche5 shall be as follows unless otherwise called for on Drawings or hereinafter 5peclfled. a. 5witche5, 20 amperes, 1201211 volt specification grade, quiet rated: by Leviton, Eagle, HUBBELL, or Pa55 $ Seymour. Switch shall be White. H. Receptacles: I. Receptacle shall be located as shown on the Drawin95 and at the heights specified or indicated. Receptacle and power outlets 5holl be of the grounding type specification grade and as manufactured by HUBBELL, General Electric, Pass $ Seymour, Eagle or Leviton. Receptacle 51hall be White. I. Switch and Receptacle Plates: I. Plates In finished areas for switches and receptacles shall p be white. Identify all dedicated circuits with a laser printed adhesive label indicating panel and circuit number. J. Gontractor shall provide all elbows, connectors, etc., and install outlets complete. K. Lighting and Appliance Panel boards: I. Panels shall be type indicated on the Drawing5, with main lugs, main breakers, branch breakers, spares and spaces as scheduled. 2. Panels shall comply with U.S. Federal Specification WPII5a, Type I, GIa55 1. 3. All circuit breakers shall be bolt -on type. 4. The Gontractor shall balance all circuits. All conductors shall be continuous without splicing from last outlet to their terminals in cabinet. 5. Gontractor 5holl provide a directory of circuits for cabinet. Directory shall be typewritten designating room or equipment and circuit numbers, Include any existing circuits which remain. b. Where 2 or 3 pole breaker units are called for, they shall be on unit Kith common trip and not Single pole units with handle ties. Capacity of main W55e5 shall be as shown on the Drawings. 1. Panel boards shall be manufactured by Westinghouse, Square D, 5lemen5 or General Electric. L. Outside Delivery Door Bell: A Bell system shall be furnished and Installed by the contractor including 24 Vac transformer and wire. Bell shall be Edwards Gat. #55 -665. Push - button shall be Edward5 Gat. #852 with stainless steel plate. PREPARATI OWI N5TALLATION/ APPLICATION A. Gonduit: I. Installation - All conduit shall be sized in accordance with the N.E.G.: a. Gonduit to be run exposed in unfinished areas such as mechanical and electrical room used as electrical clo5et5. All other, conduit 51hall be concealed. b. All conduit and wiring 5hall be conC-ealed wherever possible. Where conduit and wire cannot be concealed, obtain direction from the Architect. No surface mounted condult, wiremold or power poles will be acceptable, unle5e specifically indicated on the drawings. c. All exposed conduits shall be run parallel to or at right angles to structural members. Carefully coordinate exact routing with the Architect's representative, in the field, prior to any Installation. d. All conduit shall be independently oupported from the building structure. Conduit shall not be suspended from ventilating ducts, mechanical piping, suspended ceiling grids, or their hangers. e. All conduit shall be mechonlcally and electrically continuous from outlet to outlet and box to box. Secure conduit fittings at all enclo5ure5 and junctions. 2. Types of Conduit: a. Conduit, within building confines run in concrete 51ab5, within outside masonry walls, in earth fill, and exposed in wet areas shall be galvanized steel heavy wall or IMG. Couplings for conduit run in poured concrete shall be, concrete tight. b. Gondult run exposed or outdoors Shall be galvanized steel heavy wall or IMG with watertight fittings and boxes. G. Gonduit run in dry areas within building confines shall be EMT, except where 5pecifically noted otherwise or prohibited by local codes. Dry areas are inside partitions, ceiling cavities, above grade slabs, and areas not 5ubject to damage. d. Conduit with trade sizes over 1 -112" and /or exposed in mechanical rooms shall be galvanized steel heavy wall or IMG. e. Gonduits run under floor slabs and in contact with earth may be PVC Schedule 40 encased in concrete. 3. Provide full size ground wire in all conduits, PVG or Metallic. Where the drawings do not identify the size of the equipment ground wire, it shall be the same size cis the phase conductors. B. Boxes, outlets and cabinets: I. Install equipment and materials in a neat and workmanlike manner and align, level and adjust for satisfactory operation. Install equipment so that all parts are easily accessible for inspection, operation, maintenance and repair. Provide the design, fabrication, and erection of supplementary structural framing required for attachment of hangers or other device5 supporting electrical equipment. Rigidly mount all looxe5 and provide with suitable screw fastened covers. Plug open knockouts or holes in boxes with suitable blanking devices. 2. Center all outlets with regard to paneling, furring, and trim. Symmetrically arrange outlets in the room. Satisfactorily correct outlets Improperly located or Installed. Repair or replace damaged finishes. Set outlets plumb onid extend to the finished surface of the wall, ceiling or floor without projecting beyond same. G. Fire and Smoke Partition Penetrations: I. The Gontractor shalt familiarize himself With oil fire rated construction and Install his work so as to maintain the Integrity of the fire code rating. Maintain rating of fire rated and smoke rated construction. Sleeves shall be 5tzel or pre- manufactured Sleeves similar to Pipe Shields, Inc., for bare pipe through fire walls and floors, model WFB, DFB or QDFB. For plastic pipe, use type WFB with one inch thick calcium silicate insulation encased In metal sleeve extension two feet either side of fire rated walls or floor. Seal annular space around conduits. For fire and smoke rated floors, walls and partitions, use UL- listed material that maintains fire rated Hall and floor integr it y, similar to RTV foam Dow Corning "Fire Stop" or Pipe Shields, Inc., model WFB, DFB, or QDFB. For non -rated walls and partitions, use mineral or glass fiber Insulation. SECTION 16400 - 5ERVIGE AND DISTRIBUTION DESCRIPTION A. Work Included: I. Gurrent transformers cabinet. 2. Main switchboard. 3. A complete distribution system. 4. System grounding per local codes. 5. All work and charges required by the local utility company. 6. Dry type step down transformer. B. Services: 1. Incoming electrical service 15 as indicated on drawings. EQUIPMENT A. Main 5witchboard shall be service entrance rated and front acce551ble with removable 5rrew - on cover plates. Grounding and metering shall comply with the local utility company and all local code requirements. DISTRIBUTION PANEL BOARDS A. Panel board shall be enclosed in steel cabinet of rigidity and gauge of steel per UL Standard #50 for cabinets, All panel boards 5hall be provided with door lock5, all keyed alike. B. Bus structure shall be copper. G. Short circuit current rating shall be equal to or greater than the available short circuit at the panel board, but not less than 50,000 amperes symmetrical. D. Panel boards shall be as shown on the dreioings with main lugs, main breakers, branch bolt -on breakers, spares and spaces as scheduled. Provide 6.F.1. breakers as required. Panell boards shall be manufactured by General Electric, Westinghouse, Square D or 5lemens. E. Provide a typewritten panel directory for each panel, identifying the use of each circuit including any existing circuits which remain. DRY TYPE TRANSFORMER A. Step down transformers shall be NEMA TP -1 energy efficient ventilated, as Indicated on plans, typically 480V delta primary to 120/208v, 30, 4 wire NYE secondary, 60 hertz, NEMA I enclosure. B. Wiring Aluminum 220 deg c. insulation system, 150 deg rise. G. Nominel 5% Impledonce D. Taps (2) 2 -I 12% above and below normal. E. 15 KVA rated unless otherwise noted. GONNEGTION5 A. All main feeder connection5 shall be made with 5olderles5 connectors, bolted type. Smaller wire splices shall be made with pressure type connectors - Minnesota Mining "5KOTGHLOGK5" or Ideal"WIN6NUT5" INSTALLATION A. System 6rounding: I. Shall be in strict accordance with the National Electrical Code, Local 6overning Authorities and in accordance with the recommendations of the Utility Gompany. See details on drawings for additional grounding requirements. B. Electrical Service: I. The Utility Gompany will furnish, in5tall and connect all primary service conductors. 2. This contractor shall contact the Utility Gompany and Landlord to obtain all Information necessary for the work, Incorporate their instructions into the work, and obtain their approval of all work and material. Include all costs in bo5e bid. SECTION 16500 - LIGHTING SYSTEMS AND GONTROL5 DE5GRIPTION A. Work Included: I. Gontractor to Install lighting fixtures with lamps, hangers and 6ontrol5 as shown on Drawings and Lighting Fixture Schedules. Dollar Tree will provide all lighting fixtures, lamps, spacers, fixture trim and accessories as required for a complete secure and working installation. B. Requirements I. All fluorescent lamp including PL 51holl be 41K color temperature, 6.E. or approved equivalent. All lamps shall be T -8 type, unless Specified otherwise. Provide all lamps as Indicated on the lighting Fixture schedule, or as recommended by the fixture manufacturer. 2. All fluorescent lamp ballasts shall be electronic type with maximum 10% total harmonic di5tortion (THO). 3. Provide all exit and emergency lighting as required by applicable code(5). SECTION 16100 - GOMMUNIGATION5 DE5CRIPTION A. Work Included: I. Empty backboxes and conduit shall be furni5hed and installed by Gontractor. TELEPHONE SYSTEM /GOMPUTER SYSTEM A. Telephone System 6rounding Conductors: Furnish a #6 AW6,copper grounding conductor from each telephone service equipment to respective electrical service grounding electrode system. B. Telephone /Gomputer Gonduit System: Furnish as indicated on the Drawings, including the following: 1. Telephone 5ervice conduits for underground service. 2. Other conduits as indicated on the Drawings. Furnish #14 AW6 soft Iron pull wire or heavy nylon cord In each conduit for pulling the telephone cable to each termination point. 3. Outlet boxes with a 3/4" conduit 5tubbed Into acce55ible ceiling space with pullwire for cabling by others. Provide separate dedicated conduits for P.O.5. lines. (Do not share with other telephone or data IIne5.) G. No electrical condults or power wiring shall po55 over the telecommunications closet and panels, except for telecommunications room light fixtures. INSTALLATION A. Furnish and install conduit system as shown. Cabling and final connection to be by the Dollar Trees contractor. The system 51holl consist of telephone /data outlets in locations as Indicated, branch conduits, and all acce55orie5 required by the telephone company for complete installation. DESCRIPTION A. Work Included: I. All work shall comply with the latest National Electric Code (N.E.G.) and all local codes. Coordinate exact code requirements and local amendments with local in5pector prior to any installation. 2. Gontractor shall contact the Utility Company and incorporate all requirements into the new work. 3. Ground in accordance with the N.E.G. and all local codes. Refer to details for additional information. 4. Assumed available fault current is 50,000 amps R.M.S.. Gontractor Shall verify with Utility Company repre5entative and report any discrepancies to Architect/Engineer prior to ordering equipment. 5. Provide fu5e5 of all locations shown on the drawings or required for supplemental protection. Where amp rating of protective device is 600 amps or le p 55, provide Busman low -peak current limiting fu5e5, Glass RKI on panels; IRKS (with dual element Fusetron up to 100 A; above 100 A dual element Low Peak), having an interrupting rating of 200,000 amps RM5, unless noted 601 amps, provide Busman "Llmitron" fuses, Glass "L" having an interrupting rate of 200,000 amps RM5 unless noted otherwise. Provide similar type, "Hi -Gap" fuses where shown. ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622- 2828/fax(757)622 -6883 A �a ;v r \ 3• 0 Q C ° 4 CC) CN 7 J 0 Q F E C) d 0 m z Q d O S� o d N Q 3 � m V O 'll u PL N J J Q v O = a N D N E - Z E o d > c = C q w = Q E E ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622- 2828/fax(757)622 -6883 A �a ;v r \ 3• 0 Q ° 4 CC) CN 7 J 0 Q F E C) ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622- 2828/fax(757)622 -6883 A �a ;v r \ 3• ° 4 CC) CN 7 J Q C) 0 N z Q d O Oe Yi d N Q 3 � m PL N ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622- 2828/fax(757)622 -6883 A �a ;v r \ 3• sheet E4 CC) CN J Q C) 0 N z Q O ¢ Q v a N Q � PL N J J O = a D w Z > w d o m a sheet E4 F READ -IN FREEZER /COOLER UNIT REACH -IN FREEZER/COOLER SHEET 1 OF 5 FRIP B&and of H t hRef. ua tmn Protlurls 2125 West Park Plate Boulevard PTNO42H6AE St... 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DIERAID ^ me C t 1 Hu n uwzlk In orvrs en HIT AITITJ L d y" _ N Per Record I_ FUr Ip .gal a, Too, g. p12 m O U 34" x T9" DOOR es CAPACITY [BTUN)a[9s LA b t� .3srnaom 138°FH oFROOm 11 FR am III Room 0 0 _ 7000 5360 3910 C 29 D us gge 31- f _ o M-F� a I_ DIMENSIONS (inches) h 2 t .1,ed .. t and repd so fRmerg ao4A f g t 52 42 19 4 24s '. 38.25 L M NIMEHSIO NS TIT beu V W ssr= SawrareaSernon Temper core :rANaAEnN,TpaCt Page 1012 WALK -IN FREEZER SHEET 1 OF 2 3 � Say NY lb reach iris ases )) a fusion of gilei new winrbw of opportunity New Hybrid'° Reachdn. Freezer and Gaolers combine the selling power end reliabilrcy of asLper'mw,k "am Ne"'a re. aaryao-instdl odh figeradon rysmm. Of.er,".Perror flela Iq.ou=Il-d oriels provide a plugoundplry OltNren toebharttt.YOUrfaod end beverage sales, ,� Andzhq're great for Rose., Header rmleeation syawmtmmlr games. &mdly Carer 9e Mrvgh W" all derwrye Proge. M or 'ror Far e M eg lovpertrr iln6 &PssMmc » less floor space... big ai 1EOar Hpdtl *v ROUNFIre me. „ ar me ,i as"ifil Reuter tuff <wuned unl ..In IllnMevl tflFor I'm rryCria - case line UPI Rare aceir more Near@ near, ecoe REACH -IN FREE ER/COOLER SHEET 2 OF 5 slung re d fN t sa Refrigeration Produces - 2 s w Ili PI R nt Ie.ara pTN(]42H6AE J one Mountain GA 3Wal is 0 i n...5 wwmeLDlananr. d ¢n Parcl T _ 3 tt d y L ry N rt c lnzomARE oem C aer 'Hill h xWalkInDl on CAP 8/30/2030_ I., PC d By Ta 0' � � r^r AP4 over Oa9 ausereconsimere US In, a IsLentre.1n, a ygau¢ea n,m v _ rain :eV U1111N.LY toi 1- 91 111 ha P ,.'. n w a ".: _ n Yearsour UOnCLIAEAxces -� a ­1 Page 2 of 2 N COOLER SHEET 2 OF 2 A B d i H i h 0. f ig a(on Products -- i 2l W iP kPlac atl I NI t GA 30081 PTNQ52L6BE 8 053//U th .nor nd d. - D II T e CUD 'O 66 Jb -. 1IN2010C83gD806@ PamNO:1- LvryNrtn ^ me C t 1 Hu n uwzlk In orvrs en - - AI- 9%30/2010 L d y" _ N Per Record I_ FUr Ip .gal a, Too, g. p12 m O U 34" x T9" DOOR es or W/ SAFETY STRIP 0 N 23,51 2' -8" 2' -8" JW 52121 6 LOCAL STANDARDS l4y, Fares STRIP CURTAIN on (TYP 2) on S3 HIE S3 56 62S L 56 24357131 12 A ! 56500. One 1 nrW 80,0W nn 19dW 23 in 12V0( A 13DIm YE5 YE5 r1 � 56 oo 56 ryr ng I I NUAI'M att"Ins 194W 14 he URI 14A 218w 199SIm I I I r1 DOOR AGGE550R1 E5 2 - HINGE - KA50N 1245 FLUSH HUTR 2 INNOVATIVE LIGHTING INC., I HINGE KA50N 1248 5PRGLOADED ECC06RITE MODEL #140- 5224 -I, 46" IN 2 - LATCH KA50N PULL ( #1229) LENGTH 2 -DOOR CLOSER - KASON X1094 2 -POWER SUPPLY, REGULATED CLASS I - PRE - KASON 1825 MINI PRESSURE 2 60W/12V, MODEL X150 9965 -I 2 ALARM - NE155 XWAIIV 4 - MOUNTING GLIP5 750- 9910 -I 1 - INTERIOR RAMP (DA) 34" x 24" AGGE55oRiE5 r4surnasinNa, REFRI6ERATION SPECIFICATIONS - QTY: I N FREEZER SHEET 2 OF 2 Page 2 Of 2 E OLUTION T[ tSt1'81&TCNAf81 PEgRE,'I0N Quality Made Simple. refrigeration without complication Inrtalhtion Is a breeze- Hybrid'H Reach -Ina are pro-rvired and labeled to InetalI wish ease d reduce costs. RoUrproust is preecherred and does not hal bresurg or ereclrition. LURE no uses reffriggrount thes readencedecharie System also s mom e(fclarri winat fewer 911 and watts. Plus, o secnre m erf: aPy alinsimethe leak concerns / F�mrner con Each rs.� adourean yre.l8rgd. Isho ilbw mendatkn For xiN Rareasonneet Ice drade[ muplr,p w Ewers. cl J.. and Nry o am enan miM1m dimW U. onor 10 Nm «p me nni tm "ressi e r f d saldiricaucto hg, P fl [.lice crow. Lane nd mebnmanp FAM nn be briar ."Fir rw asea riem Ihaap. Dollar Tree Hybridae Specifications Medium and Low Temp Hybrid HARIIis RVCC30 & RVZC30 4 Dr 92 431/2' I llr 1' zrn'Ano FOa Roger reameri ti f- aian ger.ar oa usi orser Cissurneausursor IT eisMeauAn� n D--To USAY, l' _.0 uY a CNASEEPT Ta 421m E, pry See 9H0.gA IS rn"gageoaa age nurs"I,wi CASE PASSES THROUGH 80 or He TALLOPENING BI YP l'NnmrtW J 1. naneggie e 12/15,11 „ ILI E OLUT 11 1 I Fit, r :I „-,D2 ION r F 1, 4EnIFa f2 e2 oe REACH -IN FREEZER/COOLER SHEET 3 OF 5 REACH -IN FREEZER/COOLER SHEET 4 12' -6 1/2" O.D. COMBINATION 3' -10 1/2" ¢ 511sr 00NDEN51N6 CONDENSING 6 (AIL UNIT e COIL UNIT ABOVE ABOVE �k sk O I Is 0 T� r selouggernerallorearriesse ES 2.E� �N a CONDENSING 4 COIL UNIT (PTNO52Ly0 no a E = Nw�.. soli � FM N FREEZER SHEET 2 OF 2 Page 2 Of 2 E OLUTION T[ tSt1'81&TCNAf81 PEgRE,'I0N Quality Made Simple. refrigeration without complication Inrtalhtion Is a breeze- Hybrid'H Reach -Ina are pro-rvired and labeled to InetalI wish ease d reduce costs. RoUrproust is preecherred and does not hal bresurg or ereclrition. LURE no uses reffriggrount thes readencedecharie System also s mom e(fclarri winat fewer 911 and watts. Plus, o secnre m erf: aPy alinsimethe leak concerns / F�mrner con Each rs.� adourean yre.l8rgd. Isho ilbw mendatkn For xiN Rareasonneet Ice drade[ muplr,p w Ewers. cl J.. and Nry o am enan miM1m dimW U. onor 10 Nm «p me nni tm "ressi e r f d saldiricaucto hg, P fl [.lice crow. Lane nd mebnmanp FAM nn be briar ."Fir rw asea riem Ihaap. Dollar Tree Hybridae Specifications Medium and Low Temp Hybrid HARIIis RVCC30 & RVZC30 4 Dr 92 431/2' I llr 1' zrn'Ano FOa Roger reameri ti f- aian ger.ar oa usi orser Cissurneausursor IT eisMeauAn� n D--To USAY, l' _.0 uY a CNASEEPT Ta 421m E, pry See 9H0.gA IS rn"gageoaa age nurs"I,wi CASE PASSES THROUGH 80 or He TALLOPENING BI YP l'NnmrtW J 1. naneggie e 12/15,11 „ ILI E OLUT 11 1 I Fit, r :I „-,D2 ION r F 1, 4EnIFa f2 e2 oe REACH -IN FREEZER/COOLER SHEET 3 OF 5 REACH -IN FREEZER/COOLER SHEET 4 12' -6 1/2" O.D. COMBINATION 3' -10 1/2" ¢ 511sr 00NDEN51N6 CONDENSING 6 (AIL UNIT e COIL UNIT ABOVE ABOVE �k sk O I Is 0 T� r 4' -5" WALL & TOP PANEL LAYOUT DOORTBS 2b 6A. STUCCO GALVANIZED FINISH - INTERIOR AND EXTERIOR WALLS 26 6A. STUCCO GALVANIZED FINISH - INTERIOR CEILING ES M ES 2.E� �N a CONDENSING 4 COIL UNIT (PTNO52Ly0 no a J Q CV � FM z C) Z_ FM 6 I p12 m O U 34" x T9" DOOR es or W/ SAFETY STRIP 0 Co_ 23,51 2' -8" 2' -8" JW 52121 6 LOCAL STANDARDS l4y, Fares STRIP CURTAIN on (TYP 2) I2 °1 S3 HIE S3 56 4' -5" WALL & TOP PANEL LAYOUT DOORTBS 2b 6A. STUCCO GALVANIZED FINISH - INTERIOR AND EXTERIOR WALLS 26 6A. STUCCO GALVANIZED FINISH - INTERIOR CEILING FRONT ELEVATION GENERAL INFORMATION: ELECTRICAL: UL APPROVED CONNECTIONS TO LIGHTS AND REFRIGERATION BY OTHERS V.P.L. 11516011 PHASE, 100 WATTS (MAX) PER DOOR, .8 AMPS P.R.P.: 115/60/1 PHASE, .2 AMPS (OPTIONAL) ANTI SWEAT HEATER: 11516011 PHASE, 170 WATTS (MAX) PER DOOR, 1.47 AMPS INSULATION: UL 25 FLAME SPREAD CLASSIFIED 4" FOAMED IN PLACE POLYURETHANE K FACTOR. 118 U FACTOR .029 R FACTOR .30 w GONDENSIN6 8 COIL UNIT E`TN029H2A) a CONDENSING 4 COIL UNIT (PTNO52Ly0 a a J Q Ill � FM FM FM 0 p12 GA. 55 4 1/4" Pi SPLINE FM THRESHOLD PLATE Olmenbns weght W/ SAFETY STRIP EXT corlcRETE 23,51 50B FLOOR FILL TO MEET JW 52121 6 LOCAL STANDARDS FRONT ELEVATION GENERAL INFORMATION: ELECTRICAL: UL APPROVED CONNECTIONS TO LIGHTS AND REFRIGERATION BY OTHERS V.P.L. 11516011 PHASE, 100 WATTS (MAX) PER DOOR, .8 AMPS P.R.P.: 115/60/1 PHASE, .2 AMPS (OPTIONAL) ANTI SWEAT HEATER: 11516011 PHASE, 170 WATTS (MAX) PER DOOR, 1.47 AMPS INSULATION: UL 25 FLAME SPREAD CLASSIFIED 4" FOAMED IN PLACE POLYURETHANE K FACTOR. 118 U FACTOR .029 R FACTOR .30 EXT JUNG. BOX FOR DOOR HEATER pt/ BLANK DOVER HEATER WIRED TO MAIN POWER HOOK -UP JUNCTION BOX (FR DOOR ONLY) 0 R Z_ m U v U (T r` Dollar Tree Hybrid TI Specifications EED Medium and Low Temp Hybrid ReeCr CIO RVCC3C & RVZC30 ore: Nte nr 2 ell IN grew dap/ mI'ar aretl fa aid eli aNHhiM1eUS. medaertAN4200Enra anellb. PHYGICAL DATA o cogs IIL 11,d 661,2 1 WBIghI QlG la la3 33 01,26 Shd DepN Sn) & 22 22 22 393 1,613 .mro nrma. n., °.OM1F ndx ee,Aav - ELECTRICAL DATA'z e 4 Ml3CP (a ryeJ° ISC 153 150 150 AO pn0 Sou mID MCA aI ' 3' 9i 123 110 `itl It6 ).'ti 33d ENERGYDATA =P111010 rg Se lk Thi 10 154 19.2 211 }S.2 65d d3.2 511 hn' 1562 2,193 2130 3362 3,651 5021 fiP0 ],654 R`404A CHARGE - --.... R- 404ACherge llFa -la �E 0 1 50_. ( 61 it _2:6 ) 53 1 I-F::] � 6.6 REFRIGERATION ZZ Lbntkneibg Un'I No 9181 9d61 9413 -11 9Aft 9460 8919 94N9 Qeletl Wa tl I�1 No 100 1 100 1 120 1 150 1 150 180 110 ELECTRICAL DATA I'2.a • a r Pei dri 150 N 230 30L 30.0 MGIafry6j O.J 0.3 119 130 15: 163 _ .244. _ P`2_ .. ENERGYDATA _ -1 etl NaU1811Y h,_ - -��- L633- ] 2550 2619 21fi 3552 4,942 6;096 7512 R -404A CHARGE Hd04ACIriI 135.) O 56 b, i1 53 5O' O 16 REFRIGERATION 2 �tz WrrPnsng uol No 9a61 9331 922 92PS 9229 9230 9zd1 9112 T6 GENERAL NOTES_ alDawaeNllsl �� 2� '� rs I. THE PROPOSED FREEZER /GOOLER UNIT SIZE �,'a 9 an 15 INDICATED ON FLOOR PLAN. a' ° `�' "`� °'" 2. ALL WALK -IN d MERCHANDISING UNITS ARE SELF °` "71 r „ Ur,, ,a, CONTAINED AND DO NOT REQUIRE A FLOOR DRAIN. III S­f, _a use ❑ REFER TO 5PECIFIGATION5 nrr is 3. INSTALLATION OF THESE N5F, E L 8 UL 1 -I5TED UNITS SHALL GOMPLY WITH ALL STATE AND LOCAL CODE5 PER APPROVED PLANS. Ida „.BREACH -IN FREEZER/COOLER SHEET 5 OF 5,,,,5,1 12' -6 1/2" O.D. COMBINATION FLOOR PANEL 1$ 4 1/4111 FLOOR SPLIN= LAYOUT NOTE: .100 FOAMED IN PLACE DIAMOND ALUMINUM FLOOR LAYOUT AND SPLINE NUMBERED FOR INSTALLATION. NOTE: PERIMETER DIMENSIONS SHOWN ARE (NOMINAL AND MAY VARY 112 ". BUTT SPLINE ENDS TOGETHER FOR PROPER INSTALLATION. w WALK -IN a DOOR 5GHEDULE a a J Q Ill � Cooler Product Specification Guide LEAF (u M A grape p12 GA. 55 4 1/4" Pi SPLINE ModelNember Yo1LfNS (Po• THRESHOLD PLATE Olmenbns weght W/ SAFETY STRIP EXT corlcRETE 23,51 50B FLOOR FILL TO MEET JW 52121 6 LOCAL STANDARDS EXT JUNG. BOX FOR DOOR HEATER pt/ BLANK DOVER HEATER WIRED TO MAIN POWER HOOK -UP JUNCTION BOX (FR DOOR ONLY) 0 R Z_ m U v U (T r` Dollar Tree Hybrid TI Specifications EED Medium and Low Temp Hybrid ReeCr CIO RVCC3C & RVZC30 ore: Nte nr 2 ell IN grew dap/ mI'ar aretl fa aid eli aNHhiM1eUS. medaertAN4200Enra anellb. PHYGICAL DATA o cogs IIL 11,d 661,2 1 WBIghI QlG la la3 33 01,26 Shd DepN Sn) & 22 22 22 393 1,613 .mro nrma. n., °.OM1F ndx ee,Aav - ELECTRICAL DATA'z e 4 Ml3CP (a ryeJ° ISC 153 150 150 AO pn0 Sou mID MCA aI ' 3' 9i 123 110 `itl It6 ).'ti 33d ENERGYDATA =P111010 rg Se lk Thi 10 154 19.2 211 }S.2 65d d3.2 511 hn' 1562 2,193 2130 3362 3,651 5021 fiP0 ],654 R`404A CHARGE - --.... R- 404ACherge llFa -la �E 0 1 50_. ( 61 it _2:6 ) 53 1 I-F::] � 6.6 REFRIGERATION ZZ Lbntkneibg Un'I No 9181 9d61 9413 -11 9Aft 9460 8919 94N9 Qeletl Wa tl I�1 No 100 1 100 1 120 1 150 1 150 180 110 ELECTRICAL DATA I'2.a • a r Pei dri 150 N 230 30L 30.0 MGIafry6j O.J 0.3 119 130 15: 163 _ .244. _ P`2_ .. ENERGYDATA _ -1 etl NaU1811Y h,_ - -��- L633- ] 2550 2619 21fi 3552 4,942 6;096 7512 R -404A CHARGE Hd04ACIriI 135.) O 56 b, i1 53 5O' O 16 REFRIGERATION 2 �tz WrrPnsng uol No 9a61 9331 922 92PS 9229 9230 9zd1 9112 T6 GENERAL NOTES_ alDawaeNllsl �� 2� '� rs I. THE PROPOSED FREEZER /GOOLER UNIT SIZE �,'a 9 an 15 INDICATED ON FLOOR PLAN. a' ° `�' "`� °'" 2. ALL WALK -IN d MERCHANDISING UNITS ARE SELF °` "71 r „ Ur,, ,a, CONTAINED AND DO NOT REQUIRE A FLOOR DRAIN. III S­f, _a use ❑ REFER TO 5PECIFIGATION5 nrr is 3. INSTALLATION OF THESE N5F, E L 8 UL 1 -I5TED UNITS SHALL GOMPLY WITH ALL STATE AND LOCAL CODE5 PER APPROVED PLANS. Ida „.BREACH -IN FREEZER/COOLER SHEET 5 OF 5,,,,5,1 12' -6 1/2" O.D. COMBINATION FLOOR PANEL 1$ 4 1/4111 FLOOR SPLIN= LAYOUT NOTE: .100 FOAMED IN PLACE DIAMOND ALUMINUM FLOOR LAYOUT AND SPLINE NUMBERED FOR INSTALLATION. NOTE: PERIMETER DIMENSIONS SHOWN ARE (NOMINAL AND MAY VARY 112 ". BUTT SPLINE ENDS TOGETHER FOR PROPER INSTALLATION. A((FSSORIFS: INNOVATIVE LIGHTING fine. rM REV 3a6 1092rpgre oni Ridded ove 5023fi BW 949 -9088 (ax515 -308 -3549 Poweasupply ' I Mounting Clip DrIglated Oef,260yJ9iV II 750 -49101 i5M19995 -1 www Innovat vebght FaM n Foenwiseares, Yg' k ar'ligI I c a [p a dBOOrpN waola.Al .koame I9. YE Ib' nrEmmfmN eok no,houres. LZ In O NSf 2.0 I SECTION VIEW NfoROUGP COOLER/FREEZER DOOR AND WALL SHOWIN6 INTERIOR RAMP FLOOR APPLIGATIO14 (ALL PANELS WITH POLYURETHANE FILL SUGGESTED DETAIL ONLY - NOT FOR CONSTRUCTION GONDENSING SIDE ELEVATION Gsa3N 'B� 4 4 � �' NSF 1 y�yRBOR M'D� COMBINATION WALK -IN SPECIFICATIONS - INDOOR WALK -IN COOLERW DOOR 5GHEDULE FINISH PROTEGTOR PLATE EcoBritem 5650K Overhead Walk -In Cooler Product Specification Guide LEAF (u M A grape LEAF SECTION ModelNember Yo1LfNS (Po• (Eloriemp Effiocyl w iwlife Olmenbns weght Inputwin , I1ye Clewm fre'ling. DgMOetpuY EXT INT 23,51 INT JW 52121 6 55DN a4I1 W,ownr,, l4y, Fares 12VOC .SA 96W � 665Im I2 °1 56 56 62S L 56 24357131 12 A ! 56500. One 1 nrW 80,0W nn 19dW 23 in 12V0( A 13DIm YE5 YE5 r1 � 56 56 56 24052261 IB 23 I I NUAI'M att"Ins 194W 14 he URI 14A 218w 199SIm I I I r1 DOOR AGGE550R1 E5 2 - HINGE - KA50N 1245 FLUSH HUTR 2 INNOVATIVE LIGHTING INC., I HINGE KA50N 1248 5PRGLOADED ECC06RITE MODEL #140- 5224 -I, 46" IN 2 - LATCH KA50N PULL ( #1229) LENGTH A((FSSORIFS: INNOVATIVE LIGHTING fine. rM REV 3a6 1092rpgre oni Ridded ove 5023fi BW 949 -9088 (ax515 -308 -3549 Poweasupply ' I Mounting Clip DrIglated Oef,260yJ9iV II 750 -49101 i5M19995 -1 www Innovat vebght FaM n Foenwiseares, Yg' k ar'ligI I c a [p a dBOOrpN waola.Al .koame I9. YE Ib' nrEmmfmN eok no,houres. LZ In O NSf 2.0 I SECTION VIEW NfoROUGP COOLER/FREEZER DOOR AND WALL SHOWIN6 INTERIOR RAMP FLOOR APPLIGATIO14 (ALL PANELS WITH POLYURETHANE FILL SUGGESTED DETAIL ONLY - NOT FOR CONSTRUCTION GONDENSING SIDE ELEVATION Gsa3N 'B� 4 4 � �' NSF 1 y�yRBOR M'D� COMBINATION WALK -IN SPECIFICATIONS - INDOOR SEE WALL AND TOP PANEL LAYOUT FOR BOX AND COMPARTMENT SIZES AND FINISHES SEE FLOOR PANEL OR SPLINE LAYOUT FOR FLOOR APPLICATION DOOR 5GHEDULE FINISH PROTEGTOR PLATE Y fll LEAF SECTION LEAF SECTION PPP HEATER THERM INT EXT INT EXT INT I EXT INT EXT 56 56 S6 56 YE5 YE5 B 56 56 56 56 NO NO DOOR AGGE550R1 E5 2 - HINGE - KA50N 1245 FLUSH HUTR 2 INNOVATIVE LIGHTING INC., I HINGE KA50N 1248 5PRGLOADED ECC06RITE MODEL #140- 5224 -I, 46" IN 2 - LATCH KA50N PULL ( #1229) LENGTH 2 -DOOR CLOSER - KASON X1094 2 -POWER SUPPLY, REGULATED CLASS I - PRE - KASON 1825 MINI PRESSURE 2 60W/12V, MODEL X150 9965 -I 2 ALARM - NE155 XWAIIV 4 - MOUNTING GLIP5 750- 9910 -I 1 - INTERIOR RAMP (DA) 34" x 24" AGGE55oRiE5 2 - S�rRIP CURTAIN 40 x 84 REFRI6ERATION SPECIFICATIONS FREEZER QTY: I WALK IN TEMPERATURE: OOF CONDENSING UNIT: SELF - CONTAINED PACKAGE PTN052L bPE INDOOR AIR COOLED COMPRESSOR REFRIGERANT HE VOLTAGE MGA MOP UNIT NEMA TYPE: AMPS REGEPTAGLE HERMETIC 0.404 (41 O.Z.) I2 2081 230 60 -I 8 20 IS N/A DIMENSIONS LENGTH WIDTH HEIGHT SHIP WEIGHT (LE35) EZ PAK 52 142 19 I 363 REFPIOERATION ACCE55ORE5: 00LER QTY: WALK -IN TEMPERATURE: 35LF 6ONDENSIN6 UNIT: SELF - CONTAINED PACKAGE PTN042HbAE INDOOR AIR COOLED COMPRESSOR REFRIGERANT HE VOLTAGE MCA MOP FUN IT NEMA TYPE: AMPS RECEPTACLE HERMETIC R404 (145 OZ) .5 115 -60 -1 11 15 9 N/A DIMENSIONS LENGTH WIDTH HEIGHT SHIP WEIGHT (L BS) EZ -PAK 152 1 28.5 1-1.5 92 REFRIGERATION A(CE550RIE5: GG GGGEGE ONL-i 0 a U In C G� O r I] n� L` �I L l 1 n_ L `J a O z G I� o LL N 0 U�t IlU� D- o IF La Q m 0 Cog Q w Z) U C � s 0 0 a a 0 O L Y fll o > C G� O r I] n� L` �I L l 1 n_ L `J a O z G I� o LL N 0 U�t IlU� D- o IF La Q m 0 Cog Q w Z) U C � s 0 0 a a U DATE: ENERGY MANAGEMENT SYSTEM NOTES: Z O 6/4/07 I. GENERAL CONTRACTOR'S RESPONSIBILi1rIES: 10/24/07 ACCEPTED RELEASE 12/22/07 a. Read Dollar Tree Documentation Package and distribute to mechanical and A. 7ELETROL SYSTEMS INC. WILL VERIFY THE PROPER OPERATION OF THE LU 02/08/08 electrical contractors. b. Coordination with the electrical and mechanical contractors to be present during the FOLLOWING ITEMS BY EXERCISING THE CONTROLLED LOAD. 5 Z 04/03/08 entire remote commissioning for a two -hour period, via telephone, for a complete a. If any end unit elect lighting, roof top unit, supply air fan) cannot be operated for OL 07/27/D9 commissioning of the EMS as deemed by Teletrol Systems Commissioning Agent. mechanical or electrical reasons, Teletrol Systems Inc. will verify the proper CONTROL SECTION CONTROL SECTION CONTROL SECTION CONTROL SECTION c. Remote EMS commissioning shall be scheduled 24 hours prior to requested operation of the control devices elect contactors, discrete 1/0) leading up to the commissioning date. Contact Teletrol Systems Inc., at 615 - 495 -1963, and submit unit . b. Timed operation of lighting loads - employee, customer, parking, and signs. DRAWN: w survey for scheduling of remote EMS commissioning. d. Confirm that the mechanical and electrical contractors have completed the Teletrol c. Outside light level control of lighting loads - parking, signs, and security. V V Survey form. Confirm Teletrol Survey fortn is FAXED ED to Teletrol National d. Operation of HVAC unit heating stages, as indoor environment allows. philip Account Team at (603) 645 -6174 or TeleCrolsurveys @philips.Com. e. Operation of HVAC cooling stages, as indoor and outdoor environments allow. RTU -1 RTU -2 RTU -3 RTU -4 f. Verification of HVAC unit sensor readings- space and supply temperatures. II. ELECTRICAL CONTRACTOR'S RESPONSIBILITIES: g. Timed override operation of lighting and toads. O a. Provide labor and installation material, as required, for a complete and operational ad to h. Operation of phase loss monitor HVAC load lockout. Teletrol Systems Inc. EMS for this Dollar Tree Stores location. i. CO2 Level on the Sales Floor D D RA SA RA SA D D RA SA RA SA b. Receive and store all Teletrol Systems InC. material in a safe and secure place until 1. MECHANICAL CONTRACTOR'S RESPONSIBILITIES: — the EMS installation has been completed c . The following equipment will be supplied PY Teletrol Systems Inc., and installed by equipment: a. Provide labor and installation material, as required, for a complete and operational the Electrical Teletrol Systems Inc. EMS for this Dollar Tree Stores tenant space . man A t Outdoor Light and Temperature Sensor Assembly (OSA) b. Mechanical Contractor shall verify number and type of roof top units against the its V) ii. 1 Lighting Contactor Panel (IFP F anel) design and report discrepancies that cannot be resolved in the field to the Teletrol iii. 1 Manager Timed Override panel Operations Manager @ 615 - 495 -1963 for further instruction. IV 1 Seven Foot Ethernet Patch Cable (CATS) c. The following equipment will be supplied by Teletrol Systems Inc. and installed by 1 10 14i 10 14 10 14 10 . vi. 1 Seven Foot Phone Patch Cable the Mechanical Compactor: i. 4 Remote Dud Sensor vii Modem & mounting kit d. Review the entire set of plans, perform a job site survey and inventory the Teletrol erm stat Controllers ii. 4 SimpleStat Thermostat Controllers Systems Inc. equipment to ensure the proper equipment has been ordered and iii. 4 Remote Space Temperature Sensors received for a complete and operational Teletrol Systems Inc. EMS. 1. Please refer to Down Rod installation instructions for correct placement e. If any material is missing or additional equipment (e . g. lighting contactors) is of Remote Space Temperature Sensors. required, immediately call Teletrol Systems Inc. at 615- 495 -1963 to request an order. iv. 1 Sensor f. Electrical Contractor shall verify number of roof top units and number of Controlled d. The e following services will be supplied by Teletrol Systems Inc.: lighting circuits against the design and report discrepancies that cannot be resolved i. Equipment shipping to the job in the field, to the Teletrol Operations Marlager @ 615- 495 -1963 forfurther J. Preprogramming and downloading of Teletrol Systems Inc. equipment. instruction. iii. Telephone technical support at 615- 495 -1963. ( SIMPLESTAT RTU CONTROLLERS MOUNTED I N g. All EMS cables are be installed per National and Local modes. It is the Electrical iv. Remotes stem checkout with installing contractor y g p �+pr+pp/� S ,Cr .7.711 1 10 SSC SSC 10 ELECTRICAL ROOM /AREA ADJACENT TO Contractor's responsibility to determine if (national and local codes permit class 2 si e. Amended stores only, provide credit back to Dollar Tree Stores Inc. for any equipment and /or laborthat has been omitted from the original bid as a result of uildin structure or if a full Conduits stem cables to be installed exposed within the p 9 Y the EMS installation, i e., contactors, relays, thermostats, etc. EMS IFP PANEL SHOWN BELOW) is required. I. Perform all work in accordance with all national, state, or local codes for this h. EMT connectors and bushings are to be installed at the top of every conduit sleeve (RE: EM-3 SIMPLESTAT MOUNTING DETAIL) to protect EMS cables from abrasions. All cables are to be clearly and distinctly project. labeled at both ends. g. Coordinate the EMS installation with Electrical Contractor to avoid any 10 10 10 10 i. Perform all work in accordance with all national, state, or local Codes for this project. interference that may delay progress during construction. I. Coordinate the EMS installation with the Mechanical Contractor to avoid any h. Install 18/8 cable (MC Supplied) between the SimpleStat Thermostat module and interference that may delay progress during construction. rooftop unit. Terminate R, G, Y1, Y2, W1, and W2 for control of fan, cooling and k. Furnish and install all required Conduit, boxes, wire ways, fittings, straps, hangers heating. Secure the communications cables to the SimpleStat as shown. Provide (SPACE TEMPERATURE SENSOR) and wiring for a Complete and operational EMS as required. 24VAC power to the SimpleStat Thermostat Module from the roof tap unit transformer Power to the controller must be off while terminations are made STS STS STS STS I. Coordinate with the Mechanical Contractor for locations when running (RE:T ELETROL CEIUNG DOWN ROD INSTALLATION communication and sensor wires. i. Mount the remote supply duct temperature sensor at each roof tap unit. The INSTRUCTIONS) IT. Electrical Contractor shall Coordinate with the phone company personnel to have an remote supply duct temperature sensor should be mounted no closer than six feet from the roof top unit penetration measured along the duct. Install and secure the additional RJ -11 phone jack (connected to the store's primary phone line) installed within 3'0" of the contactor panel. The phone jack shall be connected to the store supply duct temperature sensor wire (18/2 Shielded, MC Supplied) to the phone number. Electrical Contractor shall connect the phone line patch cord, SimpleStat location and terminate, shown. provided by Teletrol Systems Inc. from the RJ -11 phone jack to the eSC controller's I. Mount the Remote Space Temperature per Dollar Tree Stores location criteria, modem. i.e., near zone return air grille and away from supply air drafts or impingement on n. Bailiwick shall install an Ethernet cable run from the eSC Controller to the (HUB) Ceiling down Rod as shown on Dollar Tree plan detail. Install and secure the under Cash Register #1. Bailiwick will terlminale both ends of the cable, test cable Remote Temperature Sensor wire (18/2 Shielded, MC Supplied) to the SimpleStat for proper wiring, cable into the (HUB) and terminate p p g, plug one end of the location and terminate. to a R - the other end of the Ethernet Cable into a RJ -45 jack that serves the eSC Controller. k. Provide a technician for an approximate 2 -hour remote telephone checkout with o. Furnish and install a dedicated 120 VAC Circuit for the IFP Panel. Teletrol Systems Inc. .Label: DO NOT TURN OFF / IFP EMS I. If extra equipment exists after installation (e.g. sensors), inform the Teletrol ii. Confirm wiring is completed as per Documentation Package before applying personnel at checkout to arrange for RA # to return the material. power. Improper wiring will cause damage to equipment. m. Coordinate with the Electrical Contractor to verify proper HVAC control during the p. Furnish and install a 3 -pole, 20 amp breaker /disconnect at the main distribution Teletrol Systems Inc. remote telephone checkout. Provide Electrical Contractor panel (MDP) for phase loss monitor power. with roof plan layout, showing location of RTUs on the roof. I Label: DO NOT TURN OFF / PHASE FAILURE n. Mount the CO2 sensor per Dollar Tree Stores location criteria, i.e. one sensor in . ii. Confirm wiring is completed as per Documentation Package before applying Sales Floor area. Install and terminate sensor's signal wires and power wires as EMS REMOTE TESTING CHECIQIST power. Improper wiring will cause damage to equipment. shown on EM-4 DO NOT CALIBRATE CO2 SENSOR! FIELD CALIBRATION q. Mount the Remote Override Panel (ROP) in Manager's Office Area, see EMS WILL CAUSE SENSOR FAILURE. 12 10 CO2 SENSOR • PERMANENT POWER APPLIED TO BUILDING. drawings for details. o. Install and terminate DCV wires to economizer section of RTUs ass own on RTUs • ALL INTERIOR LIGHTING AND LIGHTING CONTACTORS WIRED AND I. Connect the Ethernet patch Cord provided) from the eSC Controller the EM -4 If do not have economizer section, DCV wires do not need to be COZ (RE: EMS COZ WIRING) OPERATIONAL n he pa Ethernet jack. If the Ethernet jack is not yE;l in place , Connect one end of the patch installed, but CO2 sensor should still be installed in space. • ALL EXTERIOR UGHTING AND LIGHTING CONTACTORS WIRED AND Cord to the eSC System Controller, coil arid tape the other end of the cord to the p. Set address and configuration DIP switches on the SimpleStats, as shown in the OPERATIONAL for future connection. SimpleStat Installation Note. Once DIP switches are set properly, the SimpleStat s. Mount the contactor panel adjacent to the electrical panels. Install the lighting circuit a. will operate 24/7 as a stand -alone STAT using the following temperature setpoints: • 120 VAC CONTROL CIRCUIT INSTALLED AND WIRED TO EMSIFP. home runs from the fixtures contactors. Install the )toe I. Default Cooling Setpoint= 72.0'F • 240 /480VAC 4 CIRCUIT INSTALLED AND WIRED TO EMS PHASE LOSS chore breaker. circuits from the line side of the contacloro to each breaker. thechitolhr, ii. Default Heating Setpoint- 68.0 °F RELAY i. The lighting loads will be Configured as follows: • ALL EMS CABLE AND WIRING INSTALLED AND TERMINATED AS PER THE 1. Employee lights: 40% at sales lighting and 100% of offices, lounge, stock DRAWINGS AND MANUFACTURERS INSTRUCTIONS. room, and electrical room. • ALL EMS COMPONENTS INSTALLED AND OPERATIONAL AS PER 2. Customer lights: remaining 600% of sales What Breaker /PynNPqielsiry- eSC SysternCODryoler? 12 DRAWINGS AND MANUFACTURER'S INSTRUCTIONS, INCLUDING THE 3. lights: building dpylonsigns Pallet: CnxiT #. FOLLOWING: 4 Parkin 9 9 p lights t. Mount the Outdoor Sensor Assembly (OSA) on the roof top unit that resides closest WIndBreaker/Pandp mvels the Phase Faiure Rem? to the eSC System Controller. Mount the device on a 1" rigid riser and'LB'to back eSC SYSTEM CONTROLLER of Assembly, 3 feet above the roof top unit, facing north, away from the combustion Panel: CI[x1R# Voltage: EMS -IFP heat blower and condenser fan. SINPLESTATRTU CONTROLLER (1 PER RTU) u. Electrical Contractor is responsible for mstalling and terminating the Teletrol V019Bre*29Pend pallets; the Ca dTfarslicir12fhtheCOnhacbxPaner DUCT TEMPERATURE SENSOR (1 PER RTU) Systems Inc. communication trunk in a daisy chain fashion from the eSC Controller Parfet ClUJI REMOTE OVERRIDE SWITCH to each of the SimpleSTAT Thermostat Controls. (see EMS drawings for OUTDOOR TEMPERATURE SENSOR requirements) v. Amended stores only, provide credit back to Dollar Tree Stores Inc. for any RTU# 1 OUTDOOR LIGHT SENSOR equipment that has been omitted from the original bid as a result of the EMS MAarxlF. ModeVt SIWt Clg Stages Stages installation, i.e.: time clocks, contactors, switches, eta RTU#2 • NATURAL GAS UTILITY SERVICE APPUED TO BUILDING (IF APPLICABLE). w. Provide a technician for an approximate 2-hour remote telephone checkout with Manuf ModeW SN# CIgSfages HtgStages • TELEPHONE SERMCEUT IUTY APPLIED TOBUILDING. Teletrol Systems Inc. RTU#3 • HIGH SPEED INTERNETANTRANET SERVICE APPUED TO BUILDING. x. Coordinate with the Mechanical Contractor to verify HVAC control during the Teletrol Marxlf MDdeW SN# Clg Stages Stages • R7. 45 ETHERNET CABLING INSTALLED AND OPERATIONAL FOR REMOTE Systems Inc. remote telephone checkout. y. Upon completion of the installation, the Electrical Contractor will fill in the information —1-119 RTU#4 COMMUNICATONS below, coordinate with Mechanical Contractor to be present and contact Teletrol MBf%Af. MOdEax S W Clg S♦agES H� Stages • I�11 TELEPHONE CABLING INSTALLED AND OPERATIONAL FOR Systems Inc. to schedule a remote checkout at 615 - 495 -1963. It both Electrical RTU #5 REMOTE COMMUNICATIONS. Contractor and Mechanical Contractor are not present, the checkout can not ManAf. ModeVt SN# Clg Stages HIg Stages 120 VAC IFP POWER • ALL HVAC COMPLETE AND OPERATIONAL be scheduled RTU#6 • ELECTRICAL CONTRACTOR RASQUALIFIED TECHNICIAN SCHEDULED z. If extra equipment exists after installation, the Electrical Contractor will inform Mai Model# N# g S ClStages HIggSFages CIRCUIT FOR REMOTE SYSTEM TESTING. Teletrol Systems Inc. personnel at checkout to arrange for RA # to return the (RE: EM 2) NOTE: • MECHANICAL CONTRACTOR RASQLUWRED TECHNICIAN SCHEDULED material Total Number ofCorltaclr5 EMS INCLUDING EXTERNAL MODEM, FOR REMOTE SYSTEM TESTING. UK0ngOLW #1: #2: 240/480 VAC 3� CIRCUIT 9 IFP (RE: EM -2) (PHASE -- RJ11 FROM WALL CONNECTOR TO 'LINE' OF DEVICE LEGEND Ugtli,gOu4XA*3: MODEM LIg,ingou4xlt #a: (26x20x7) LOSS) - DB9 FROM 58SC -280 TO MODEM DB25 SYMBOL DESCRIPTION PART # -- PLUG MODr_M INTO 120VAC SERVICE OUTLET IN IFFY PANEL ssc SIMPLESTAT RTU 01 -329 CONTROLLER DTS DUCT TEMPERATURE VR -415 ROS SENSOR STS SPACE TEMPERATURE 74 -129 SENSOR CO SPACE CO2 SENSOR KE -032 RJ -45 RJ -11 OLS OUTDOOR LIGHT SENSOR KE -019 ETHERNETJACK TELEPHONEJACK CABLE LEGEND KEY SIZE TYPE MFG. MFG. PART # oTS OUTDOOR TEMPERATURE VR -427 18/2 SHIELDED, WINDY # 002320 -B SENSOR PLENUM CITY (MOUNTED IN ELECTRICAL ROOM /AREA ADJACENT TO LIGHTING 12 18/4 SHIELDED, WINDY #002340 -B ssc -zoo eBUILDING SYSTEM 01 -431 CIRCUIT PANELS) (RE: EM -2 EMS WIRING DETAIL) PLENUM CITY CONTROLLER 18/8 WINDY # 002392 -5 ENERGY MANAGEMENT SYSTEM SINGLE UNE DIAG , PLENUM PLENUM CITY VARIES FIELD SCALE: None INSTALLED ROS REMOTE OVERRIDE 00 -436 WIRING SWITCH U DATE: 1ST REVIEW RELEASE Z O 6/4/07 U) 10/24/07 ACCEPTED RELEASE 12/22/07 U) O 12/28/07 LU 02/08/08 MODEM MOUNTING U) 5 Z 04/03/08 NOTE 'M' MODIFICATION (D NOTE 'N' &0 MODIFICATION 07/27/D9 E 11/30/09 J to E REMOVED DOOR MONITOR 07/26/11 � U v DRAWN: w 00 CID B. T. B /P. M.B W N I O .W Lim CL C N H — man C C its V) �V j Z Rn �� 0 V W Z \\J w r�r W �J J LL. L QI 0 LL REVISION. DATE: 1ST REVIEW RELEASE 5/25/07 CLIENT REVIEW RELEASE 6/4/07 CLIENT REVIEW RELEASE 10/24/07 ACCEPTED RELEASE 12/22/07 ACCEPTED RELEASE 12/28/07 NOTE'N' MODIFICATION 02/08/08 MODEM MOUNTING 02/18/08 SIMPLESTAT MOUNTING 04/03/08 NOTE 'M' MODIFICATION 06/03/08 NOTE 'N' &0 MODIFICATION 07/27/D9 ADDED DOOR CONTACT NOTE 11/30/09 REMOVED STOCK RM CO2 05/12/10 REMOVED DOOR MONITOR 07/26/11 DRAWN: CHECKED: WLL /R. S. R. B. T. B /P. M.B ENERGY MANAGEMENT PLAN EM -1 0 0 26 x 20 I x 3 Wire butt I x � Wire butt 0 DATE: m+ Z O 64/07 m <\ F2 C/) F3 TR 1 O O CS 691 -K2A W MODIFIED PHASE MONITOR 120:24 VAC 170vA U) E5 Z i` U) E D KO/ ROJ E4I G POWER SUPPLY v C�1 x Al 31 C1 ,m 2m W e3 PFR -1 MotorSaver JB 1% 5& 0s cm = ®�i i��c�i it• ® = ®�i i�v�i i��i i��i 1f0J „I� \fCJ 1fiJ E4`7 \V9 E4•I 4•J�� \VI ���� �� prl�� lf�I��01 .�.. • �� I, �I, . ^� � .����. �.�pp ..mow , ..�� I, DATE: m+ Z CLIENT REVIEW RELEASE 64/07 m <\ F2 C/) F3 F4 O O CS a40 0„ W MODIFIED PHASE MONITOR 0. Al 31 C1 ,m 2m W e3 PFR -1 MotorSaver JB 1% 5& 0s cm = ®�i i��c�i it• ® = ®�i i�v�i i��i i��i 1f0J „I� \fCJ 1fiJ E4`7 \V9 E4•I 4•J�� \VI ���� �� prl�� lf�I��01 .�.. • �� I, �I, . ^� � .����. �.�pp ..mow , ..�� I, x 3 Wire butt o �""�a R1 O �I W 1. 117 M&WWT2 R2 11 ®� �„ R3® ® ® EEC R4 ;40 o - 21 ® � A 0 R5 ® as. 2. :® 0° 0 R6 �® m 11 FElul gs a+a R7 Pm m -wro-a m L7 R8 O © A. 0 eSC CONTROLLER INTERFACE PANEL & eSC WIRING DETAILS SCALE: None �5 DATE: m+ Z CLIENT REVIEW RELEASE 64/07 CR1 <\ ACCEPTED RELEASE C/) MODEM /Phase loss changes 02/18/08 O O CS a40 0„ W MODIFIED PHASE MONITOR 0. U) E5 Z i` U) E D KO/ ROJ E4I =•J =1 \�9 1 =•J E�J � DRAWN: O O B.T.B. /P.M. B. � � � � I.4�� LLI CD to I W momR►9 HIM %�ea>�ar r�:®:i��:zrr r�:rr r�e+:>•r r�s�1:�:>•1 r�:-�:z�a?♦r 'Q E x 3 Wire butt o �""�a R1 O �I W 1. 117 M&WWT2 R2 11 ®� �„ R3® ® ® EEC R4 ;40 o - 21 ® � A 0 R5 ® as. 2. :® 0° 0 R6 �® m 11 FElul gs a+a R7 Pm m -wro-a m L7 R8 O © A. 0 eSC CONTROLLER INTERFACE PANEL & eSC WIRING DETAILS SCALE: None �5 DATE: m+ Z CLIENT REVIEW RELEASE 64/07 CR1 <\ ACCEPTED RELEASE C/) MODEM /Phase loss changes 02/18/08 O O CS a40 0„ W MODIFIED PHASE MONITOR 0. NOTE: OBSERVE POLARITI WHEN WIRING CO2 SENSOR ENERGY MANAGEMENT SYSTEM NOTES: 1. #16 AWG STRANDED COPPER WIRE. NUMBERAABEL EACH CONDUCTOR. 2. IrZ X 1 " EMT NIPPLE. 3. SETALLANALOG INPUT JUMPERS TOUT' SETTING (THERMISTOR). 4. CONNECTWIRINGTO2OA- 4240VACOR480VAC CIRCUIT BREAKER AS REQUIRED. 5. #14 AWG STRANDED COPPER WIRE. COLOR CODE AS PER NEC. 6. 18AISHIELDED PLENUM CABLE. 7. SETANALOGINPUTJUMPERTO 'V'SE-MNGNaTAGE) 10 FIELD WIRING KEYNOTE U DATE: 1 ST REVIEW RELEASE Z CLIENT REVIEW RELEASE 64/07 CLIENT REVIEW RELEASE O ACCEPTED RELEASE C/) MODEM /Phase loss changes 02/18/08 FUSE LOCATION CHANGE V) CD MODIFIED 120VAC CIRCUIT 07/27/09 MODIFIED PHASE MONITOR 11130109 U) E5 Z i` U) E D J E DRAWN: O O B.T.B. /P.M. B. � U � LLI CD to W N ® 'Q E IL C � � s 2 mom C �. man 2 O W Z NW w LL W LL REVISION. DATE: 1 ST REVIEW RELEASE 5/29/07 CLIENT REVIEW RELEASE 64/07 CLIENT REVIEW RELEASE 10/24/07 ACCEPTED RELEASE 12/28/07 MODEM /Phase loss changes 02/18/08 FUSE LOCATION CHANGE 09/11/08 MODIFIED 120VAC CIRCUIT 07/27/09 MODIFIED PHASE MONITOR 11130109 DRAWN: CHECKED: R.S.R. B.T.B. /P.M. B. ENERGY MANAGEMENT PLAN EM -2 IFP WIRING TERMINALS (RE: TERMINALS SHEET 17 EM -2) SIMPLESTAT RTU WIRING DETAIL SCALE: None SIDE VIEW 0 FOR STORES LOCATED IN CANADA OR ALASKA, MOUNT ON NORTHEAST SIDE OF BUILDING :,. J OTS /OLS WIRING DETAIL SCALE: None SW2 ON= Ell= Ell=u Ell=_ ON=N Ell=P ®o 96 00 .. 1920 BAUD F- JP3 A5 0 0 JP6 11 JP5 01 TEMPERATURE SENSOR. SEE REMOTE SENSOR MOUNTING DETAIL (EM -3). (RE: TELETROL CEILING DOWN ROD INSTALLATION INSTRUCTIONS) ZL 0 BLACK WIRE RTU WIRING SW1 TERMINALS REFER TO SIMPLESTAT INSTALLATION GUIDE FOR HEATPUMP CONFIGURATION SWITCHES 0 EMPLOYEE LIGHTS ■ ■ EXTERIOR LIGHTS 0 JPs 0 JP5 ALL OTHER WIRING IDENTICAL TO SIMPLESTAT RTU WIRING DETAIL SW2 ON= Y1 ON= ti (BLUE) ®u r]Y2 (BLUE) Y2 Ell=m ®m (WHITE) 19200 ■■ 3 BAUD W, JP3 (ORANGE) .0 (GREEN) (BLACK) lac (RED) R SPC TEMP NT = ■1 �0 0 O SNSR SELECT JP4 EXT = 1 ■ ■ 0 BLACK WIRE RTU WIRING SW1 TERMINALS REFER TO SIMPLESTAT INSTALLATION GUIDE FOR HEATPUMP CONFIGURATION SWITCHES 0 EMPLOYEE LIGHTS ■ ■ EXTERIOR LIGHTS 0 JPs 0 JP5 ALL OTHER WIRING IDENTICAL TO SIMPLESTAT RTU WIRING DETAIL o� (GREEN) (BLACK) 24C (RED) R 10 0 N SNSR SELECT INT = �1 JP4 EXT = 1• ■ HEATPUMP WIRING SNJ TERMINALS SIMPLESTAT HEATPUMP DETAIL SCALE: None REMOTE OVERRIDE SWITCH (RE: EM -2 REMOTE OVERRIDE SWITCH) REMOTE OVERRIDE MOUNTING DETAIL SCALE: None IFP WIRING TERMINALS (RE: eSC CONTROLLER SHEET EM -2) ACT CEILING 1/8" NOTCH IN TOP OF TUBE FOR SENSOR WIRE PROVIDE 15 FEET EXCESS SENSOR WIRE ABOVE CEILING TO ACCOMMODATE SENSOR RELOCATION. ILING HEIGHT TIES EILING GRID CLIP (WHITE) EMPERATURE SENSOR WIRE INSIDE VC PIPE- PROVIDED & INSTALLED BY ENANT'S GC. ' EMPERATURE SENSOR WIRE gSIDE PVC PIPE TEMPERATURE SENSOR -0" F TOP OF GONDOO ✓ARIES SHELVING NOTE TO GC- TIEMPERATURE SENSOR MOUNTING RODS ARE SUPPLIED BY TENANT FOR GC INSTALLATION FOR STORES WITH ACT CEILINGS AT 15' -0" AFF OR LESS. IF THE STORE HAS AN EXPOSED ROOF DECK, A ACT CEILING HIGHER THAN 15' -0" AFF OR HARD CEILING, THE GC WILL SUPPLY AND INSTALL AS REQUIRED A 2"X2" POWER POLE CUT TO FIT AND PAINTED TO MATCH SALES FLOOR WALLS. REFER TO THE REFLECTED CEILING PLAN FOR CEILING INFORMATION PRIOR TO BIDDING. ENERGY MANAGEMENT SYSTEM NOTES: 1. 1&21SHIELDED CABLE ROUTE AS PER EM-1 AND LOCAL CODES. 2. 1&8 THERMOSTAT CABLE PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR 3. 1841SHIELDED CABLE ROUTE AS PER EM-1 AND LOCAL CODES. CABLE TO BE ROUTED THROUGH RTU AS PER N.E.C. 4. IF REQUIRED, TRANE CTI (CONVENTIONALTHERMOSTAT INTERFACE) BOARDS SHALL BE PROVIDED BY TELETROL SYSTEMS INC. AND INSTALLED BYTHE MECHANICAL CONTRACTORAS PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY APPLICATION AND REQUIRED QUANTITY OF CTI BOARDS. CONTACT TELETROL NATIONAL ACCOUNTS AT (615) 495 -1963 FOR ORDERING. 5. DUCT TEMPERATURE SENSOR (CTS) INSTALLED AND WIRED BY THE MECHANICAL CONTRACTOR. INSTALL THE DTS IN THE SUPPLY AIR PLENUM APPROXIMATELY 3 FEET FROM THE ROOF PENETRATION IN A LOCATION TO PROVIDE AN ACCURATE SAMPLE OF THE SUPPLY AIR TEMPERATURE. 6. OUTDOOR TEMPERATURE SENSOR (OTS) AND OUTDOOR UGHT SENSOR (OLS) ASSEMBLY. OTS/0LS ASSEMBLY INSTALLED AND WIRED BY THE ELECTRICAL CONTRACTOR. MOUNT THE SENSOR ASSEMBLY WITH 3 FOOT RISER ON THE EXTERIOR OF THE RTU CLOSEST TO THE eSC CONTROLLER AWAY FROM CONDENSER FANS AND FEAT COMBUSTION BLOWERS. DO NOT MOUNT ASSEMBLY ON ANY REMOVABLE SERVICE ACCESS DOOR OR RTU. ORIENTATION OF THE OUTDOOR LIGHT SENSOR (OLS) SHALL BE AWAY FROM ELECTRICAL LIGHT SOURCES, AS POSSIBLE, TO PROVIDE AMBIENT DAYLIGHT. FOR STORES IN CMIADAORALASKA, MOUNTASSEMBLY ON NORTH /NORTHEAST SIDE OF BUILDING. 7. 1&2GHIELDED CABLE TO NEXT SIMPLESTAT RTU CONTROLLER. PULL IN A DAISY CHAIN METHOD ENDING ATTHE LAST CONTROLLER. DO NOT LOOP CABLE IN A METHOD THAT BEGINS AND ENDS AT THE eSC CONTROLLER. 8. MOUNT IN MANAGERS OFFICE TO CARLON 1 GANG LOW VOLTAGE BOX (PART# SC100RR) FOR FLUSH MOUNT INSTALLATION OR TO WIREMOLD 1 GANG OUTLET BOX (PART# NW) FOR SURFACE MOUNT INSTALLATION. REFER TO OFFICE ELEVATION DETAIL FOR THE MOUNTING OF THE OVERRIDE PANEL 9. MOUNT ON PLYWOOD BOARD TO WIREMOLD 2 GANG OUTLET BOX (PART# NM3-2) FOR SURFACE MOUNT INSTALLATION. REFER TO PHONE BOARD DETAIL FOR MOUNTING OF THE SIMPLESTAT. REFERTOSIMPLESTAT INSTRUCTION FOR DIP SWITCH ADDRESS. ADDRESS SHOULD MATCH RTU# 10. 'COM TERMINAL WILL HAVE 24VAC PRESENT, DO NOT SHORT TO GROUND. SPACE TEMPERATURE SENSOR PLACEMENT INSTRUCTIONS FOR SYSTEMS WITH CONCENTRIC DIFFUSERS, SENSORS SHALL BE PLACED: • A MINIMUM OF 15'-0" FROM DIFFUSERS (1 O -TON SYSTEMS OR SMALLER) • A MINIMUM OF20-0" FROM DIFFUSERS (SYSTEMS LARGER THAN 10 -TONS) • SEE GENERAL INSTRUCTIONS. FOR SYSTEMS WITH DUCTED RETURNS, SENSORS SHALL BE PLACED: • AS CLOSE TO THE RETURN AIR GRILL AS POSSIBLE. • SEE GENERAL INSTRUCTIONS. FOR SYSTEMS WITH NON - DUCTED ( PLENUM) RETURNS, SENSORS SHALL BE PLACED: • PLACE AT LEAST ONE (1) EGG CRATE RETURN GRILL OVER EACH SENSOR LOCATION. • SEE GENERAL INSTRUCTIONS. GENERAL INSTRUCTIONS: • ON NEW CONSTRUCTION JOBS, INSTALL SENSORS ON DROP - POLES, PER DETAIL • LOCATE SENSOR FULLY WITHIN THE ZONE OF THE UNIT IT CONTROLS. • DO NOT PLACE A SENSOR ON AN OUTSIDE WALL OR TENANT COMMON WALL • DO NOT PLACE SENSORS NEAR DOORS, WINDOWS, OR OTHER SOURCES OF HEAT, COLD, OR DRAFTS. • IF A SENSOR IS PLACED ON AN ARCHITECTURAL OR STRUCTURAL SURFACE (IE COLUMNS, ETC) IT MUST BE INSULATED FROM THE FINISHED SURFACE AND WIRE PENETRATIONS MUST BE MADE AIRTIGHT. • DO NOT PLACE SENSORS HIGHER THAN 7-0' AFF, • CONDUCT SENSOR LOCATIONTEST: 1. RUN ALL UNITS IN FAN MODE. 2. TESTALL SENSOR LOCATIONS TO DETERMINE IF ANY ARE GETTING HIF BYAIR FROM A SUPPLY DIFFUSER. (TISSUE, BALLOON OR SMOKE TEST) 3. IF SO, RELOCATE SENSOR (PREFERRED) OR OFFENDING DIFFUSER. STOCKROOM SENSOR PLACEMENT SHALL BE OVER STOCKROOM DOOR WITH IN STOCKROOM AREA REMOTE SENSOR MOUNTING DETAIL FIELD WIRING SCALE: None Q KEYNOTE U Z CD U) U) o Lu (n a Z E ) J E Tn � U � W W (0 W N � f— ® �a Lm CL c 4w al _ ONE c CL ONE y ItFU �J Z O W U Z W LL. w O ILL REVISION: DATE: 1ST REVIEW RELEASE 5/29/07 CLIENT REVIEW RELEASE 6/4/07 CLIENT REVIEW RELEASE 10/24/07 ACCEPTED RELEASE 12/28/07 REMOVED DCV NOTES 03/04/08 SIMPLESTAT MOUNTING 04/03/08 HE DETAIL d OAT DETAIL 09/11/08 DOOR CONTACT DETAIL 11/30/09 DOOR CONTACT REVISED 05/25/10 DOOR CONTACT REMOVED 07/18/11 DRAWN: CHECKED: W.L.L. /R. S.R. B.T.B. /P.M. B. ENERGY MANAGEMENT PLAN EM -3 SW2 ON= ON= ti (BLUE) ®u r]Y2 EEE=P ON=w Ell=m ®m 19200 ■■ 9600 BAUD 00 JP3 o� (GREEN) (BLACK) 24C (RED) R 10 0 N SNSR SELECT INT = �1 JP4 EXT = 1• ■ HEATPUMP WIRING SNJ TERMINALS SIMPLESTAT HEATPUMP DETAIL SCALE: None REMOTE OVERRIDE SWITCH (RE: EM -2 REMOTE OVERRIDE SWITCH) REMOTE OVERRIDE MOUNTING DETAIL SCALE: None IFP WIRING TERMINALS (RE: eSC CONTROLLER SHEET EM -2) ACT CEILING 1/8" NOTCH IN TOP OF TUBE FOR SENSOR WIRE PROVIDE 15 FEET EXCESS SENSOR WIRE ABOVE CEILING TO ACCOMMODATE SENSOR RELOCATION. ILING HEIGHT TIES EILING GRID CLIP (WHITE) EMPERATURE SENSOR WIRE INSIDE VC PIPE- PROVIDED & INSTALLED BY ENANT'S GC. ' EMPERATURE SENSOR WIRE gSIDE PVC PIPE TEMPERATURE SENSOR -0" F TOP OF GONDOO ✓ARIES SHELVING NOTE TO GC- TIEMPERATURE SENSOR MOUNTING RODS ARE SUPPLIED BY TENANT FOR GC INSTALLATION FOR STORES WITH ACT CEILINGS AT 15' -0" AFF OR LESS. IF THE STORE HAS AN EXPOSED ROOF DECK, A ACT CEILING HIGHER THAN 15' -0" AFF OR HARD CEILING, THE GC WILL SUPPLY AND INSTALL AS REQUIRED A 2"X2" POWER POLE CUT TO FIT AND PAINTED TO MATCH SALES FLOOR WALLS. REFER TO THE REFLECTED CEILING PLAN FOR CEILING INFORMATION PRIOR TO BIDDING. ENERGY MANAGEMENT SYSTEM NOTES: 1. 1&21SHIELDED CABLE ROUTE AS PER EM-1 AND LOCAL CODES. 2. 1&8 THERMOSTAT CABLE PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR 3. 1841SHIELDED CABLE ROUTE AS PER EM-1 AND LOCAL CODES. CABLE TO BE ROUTED THROUGH RTU AS PER N.E.C. 4. IF REQUIRED, TRANE CTI (CONVENTIONALTHERMOSTAT INTERFACE) BOARDS SHALL BE PROVIDED BY TELETROL SYSTEMS INC. AND INSTALLED BYTHE MECHANICAL CONTRACTORAS PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY APPLICATION AND REQUIRED QUANTITY OF CTI BOARDS. CONTACT TELETROL NATIONAL ACCOUNTS AT (615) 495 -1963 FOR ORDERING. 5. DUCT TEMPERATURE SENSOR (CTS) INSTALLED AND WIRED BY THE MECHANICAL CONTRACTOR. INSTALL THE DTS IN THE SUPPLY AIR PLENUM APPROXIMATELY 3 FEET FROM THE ROOF PENETRATION IN A LOCATION TO PROVIDE AN ACCURATE SAMPLE OF THE SUPPLY AIR TEMPERATURE. 6. OUTDOOR TEMPERATURE SENSOR (OTS) AND OUTDOOR UGHT SENSOR (OLS) ASSEMBLY. OTS/0LS ASSEMBLY INSTALLED AND WIRED BY THE ELECTRICAL CONTRACTOR. MOUNT THE SENSOR ASSEMBLY WITH 3 FOOT RISER ON THE EXTERIOR OF THE RTU CLOSEST TO THE eSC CONTROLLER AWAY FROM CONDENSER FANS AND FEAT COMBUSTION BLOWERS. DO NOT MOUNT ASSEMBLY ON ANY REMOVABLE SERVICE ACCESS DOOR OR RTU. ORIENTATION OF THE OUTDOOR LIGHT SENSOR (OLS) SHALL BE AWAY FROM ELECTRICAL LIGHT SOURCES, AS POSSIBLE, TO PROVIDE AMBIENT DAYLIGHT. FOR STORES IN CMIADAORALASKA, MOUNTASSEMBLY ON NORTH /NORTHEAST SIDE OF BUILDING. 7. 1&2GHIELDED CABLE TO NEXT SIMPLESTAT RTU CONTROLLER. PULL IN A DAISY CHAIN METHOD ENDING ATTHE LAST CONTROLLER. DO NOT LOOP CABLE IN A METHOD THAT BEGINS AND ENDS AT THE eSC CONTROLLER. 8. MOUNT IN MANAGERS OFFICE TO CARLON 1 GANG LOW VOLTAGE BOX (PART# SC100RR) FOR FLUSH MOUNT INSTALLATION OR TO WIREMOLD 1 GANG OUTLET BOX (PART# NW) FOR SURFACE MOUNT INSTALLATION. REFER TO OFFICE ELEVATION DETAIL FOR THE MOUNTING OF THE OVERRIDE PANEL 9. MOUNT ON PLYWOOD BOARD TO WIREMOLD 2 GANG OUTLET BOX (PART# NM3-2) FOR SURFACE MOUNT INSTALLATION. REFER TO PHONE BOARD DETAIL FOR MOUNTING OF THE SIMPLESTAT. REFERTOSIMPLESTAT INSTRUCTION FOR DIP SWITCH ADDRESS. ADDRESS SHOULD MATCH RTU# 10. 'COM TERMINAL WILL HAVE 24VAC PRESENT, DO NOT SHORT TO GROUND. SPACE TEMPERATURE SENSOR PLACEMENT INSTRUCTIONS FOR SYSTEMS WITH CONCENTRIC DIFFUSERS, SENSORS SHALL BE PLACED: • A MINIMUM OF 15'-0" FROM DIFFUSERS (1 O -TON SYSTEMS OR SMALLER) • A MINIMUM OF20-0" FROM DIFFUSERS (SYSTEMS LARGER THAN 10 -TONS) • SEE GENERAL INSTRUCTIONS. FOR SYSTEMS WITH DUCTED RETURNS, SENSORS SHALL BE PLACED: • AS CLOSE TO THE RETURN AIR GRILL AS POSSIBLE. • SEE GENERAL INSTRUCTIONS. FOR SYSTEMS WITH NON - DUCTED ( PLENUM) RETURNS, SENSORS SHALL BE PLACED: • PLACE AT LEAST ONE (1) EGG CRATE RETURN GRILL OVER EACH SENSOR LOCATION. • SEE GENERAL INSTRUCTIONS. GENERAL INSTRUCTIONS: • ON NEW CONSTRUCTION JOBS, INSTALL SENSORS ON DROP - POLES, PER DETAIL • LOCATE SENSOR FULLY WITHIN THE ZONE OF THE UNIT IT CONTROLS. • DO NOT PLACE A SENSOR ON AN OUTSIDE WALL OR TENANT COMMON WALL • DO NOT PLACE SENSORS NEAR DOORS, WINDOWS, OR OTHER SOURCES OF HEAT, COLD, OR DRAFTS. • IF A SENSOR IS PLACED ON AN ARCHITECTURAL OR STRUCTURAL SURFACE (IE COLUMNS, ETC) IT MUST BE INSULATED FROM THE FINISHED SURFACE AND WIRE PENETRATIONS MUST BE MADE AIRTIGHT. • DO NOT PLACE SENSORS HIGHER THAN 7-0' AFF, • CONDUCT SENSOR LOCATIONTEST: 1. RUN ALL UNITS IN FAN MODE. 2. TESTALL SENSOR LOCATIONS TO DETERMINE IF ANY ARE GETTING HIF BYAIR FROM A SUPPLY DIFFUSER. (TISSUE, BALLOON OR SMOKE TEST) 3. IF SO, RELOCATE SENSOR (PREFERRED) OR OFFENDING DIFFUSER. STOCKROOM SENSOR PLACEMENT SHALL BE OVER STOCKROOM DOOR WITH IN STOCKROOM AREA REMOTE SENSOR MOUNTING DETAIL FIELD WIRING SCALE: None Q KEYNOTE U Z CD U) U) o Lu (n a Z E ) J E Tn � U � W W (0 W N � f— ® �a Lm CL c 4w al _ ONE c CL ONE y ItFU �J Z O W U Z W LL. w O ILL REVISION: DATE: 1ST REVIEW RELEASE 5/29/07 CLIENT REVIEW RELEASE 6/4/07 CLIENT REVIEW RELEASE 10/24/07 ACCEPTED RELEASE 12/28/07 REMOVED DCV NOTES 03/04/08 SIMPLESTAT MOUNTING 04/03/08 HE DETAIL d OAT DETAIL 09/11/08 DOOR CONTACT DETAIL 11/30/09 DOOR CONTACT REVISED 05/25/10 DOOR CONTACT REMOVED 07/18/11 DRAWN: CHECKED: W.L.L. /R. S.R. B.T.B. /P.M. B. ENERGY MANAGEMENT PLAN EM -3 (YELLOW) r (BLUE) r]Y2 (ORANGE) HEATPUMP WIRING SNJ TERMINALS SIMPLESTAT HEATPUMP DETAIL SCALE: None REMOTE OVERRIDE SWITCH (RE: EM -2 REMOTE OVERRIDE SWITCH) REMOTE OVERRIDE MOUNTING DETAIL SCALE: None IFP WIRING TERMINALS (RE: eSC CONTROLLER SHEET EM -2) ACT CEILING 1/8" NOTCH IN TOP OF TUBE FOR SENSOR WIRE PROVIDE 15 FEET EXCESS SENSOR WIRE ABOVE CEILING TO ACCOMMODATE SENSOR RELOCATION. ILING HEIGHT TIES EILING GRID CLIP (WHITE) EMPERATURE SENSOR WIRE INSIDE VC PIPE- PROVIDED & INSTALLED BY ENANT'S GC. ' EMPERATURE SENSOR WIRE gSIDE PVC PIPE TEMPERATURE SENSOR -0" F TOP OF GONDOO ✓ARIES SHELVING NOTE TO GC- TIEMPERATURE SENSOR MOUNTING RODS ARE SUPPLIED BY TENANT FOR GC INSTALLATION FOR STORES WITH ACT CEILINGS AT 15' -0" AFF OR LESS. IF THE STORE HAS AN EXPOSED ROOF DECK, A ACT CEILING HIGHER THAN 15' -0" AFF OR HARD CEILING, THE GC WILL SUPPLY AND INSTALL AS REQUIRED A 2"X2" POWER POLE CUT TO FIT AND PAINTED TO MATCH SALES FLOOR WALLS. REFER TO THE REFLECTED CEILING PLAN FOR CEILING INFORMATION PRIOR TO BIDDING. ENERGY MANAGEMENT SYSTEM NOTES: 1. 1&21SHIELDED CABLE ROUTE AS PER EM-1 AND LOCAL CODES. 2. 1&8 THERMOSTAT CABLE PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR 3. 1841SHIELDED CABLE ROUTE AS PER EM-1 AND LOCAL CODES. CABLE TO BE ROUTED THROUGH RTU AS PER N.E.C. 4. IF REQUIRED, TRANE CTI (CONVENTIONALTHERMOSTAT INTERFACE) BOARDS SHALL BE PROVIDED BY TELETROL SYSTEMS INC. AND INSTALLED BYTHE MECHANICAL CONTRACTORAS PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY APPLICATION AND REQUIRED QUANTITY OF CTI BOARDS. CONTACT TELETROL NATIONAL ACCOUNTS AT (615) 495 -1963 FOR ORDERING. 5. DUCT TEMPERATURE SENSOR (CTS) INSTALLED AND WIRED BY THE MECHANICAL CONTRACTOR. INSTALL THE DTS IN THE SUPPLY AIR PLENUM APPROXIMATELY 3 FEET FROM THE ROOF PENETRATION IN A LOCATION TO PROVIDE AN ACCURATE SAMPLE OF THE SUPPLY AIR TEMPERATURE. 6. OUTDOOR TEMPERATURE SENSOR (OTS) AND OUTDOOR UGHT SENSOR (OLS) ASSEMBLY. OTS/0LS ASSEMBLY INSTALLED AND WIRED BY THE ELECTRICAL CONTRACTOR. MOUNT THE SENSOR ASSEMBLY WITH 3 FOOT RISER ON THE EXTERIOR OF THE RTU CLOSEST TO THE eSC CONTROLLER AWAY FROM CONDENSER FANS AND FEAT COMBUSTION BLOWERS. DO NOT MOUNT ASSEMBLY ON ANY REMOVABLE SERVICE ACCESS DOOR OR RTU. ORIENTATION OF THE OUTDOOR LIGHT SENSOR (OLS) SHALL BE AWAY FROM ELECTRICAL LIGHT SOURCES, AS POSSIBLE, TO PROVIDE AMBIENT DAYLIGHT. FOR STORES IN CMIADAORALASKA, MOUNTASSEMBLY ON NORTH /NORTHEAST SIDE OF BUILDING. 7. 1&2GHIELDED CABLE TO NEXT SIMPLESTAT RTU CONTROLLER. PULL IN A DAISY CHAIN METHOD ENDING ATTHE LAST CONTROLLER. DO NOT LOOP CABLE IN A METHOD THAT BEGINS AND ENDS AT THE eSC CONTROLLER. 8. MOUNT IN MANAGERS OFFICE TO CARLON 1 GANG LOW VOLTAGE BOX (PART# SC100RR) FOR FLUSH MOUNT INSTALLATION OR TO WIREMOLD 1 GANG OUTLET BOX (PART# NW) FOR SURFACE MOUNT INSTALLATION. REFER TO OFFICE ELEVATION DETAIL FOR THE MOUNTING OF THE OVERRIDE PANEL 9. MOUNT ON PLYWOOD BOARD TO WIREMOLD 2 GANG OUTLET BOX (PART# NM3-2) FOR SURFACE MOUNT INSTALLATION. REFER TO PHONE BOARD DETAIL FOR MOUNTING OF THE SIMPLESTAT. REFERTOSIMPLESTAT INSTRUCTION FOR DIP SWITCH ADDRESS. ADDRESS SHOULD MATCH RTU# 10. 'COM TERMINAL WILL HAVE 24VAC PRESENT, DO NOT SHORT TO GROUND. SPACE TEMPERATURE SENSOR PLACEMENT INSTRUCTIONS FOR SYSTEMS WITH CONCENTRIC DIFFUSERS, SENSORS SHALL BE PLACED: • A MINIMUM OF 15'-0" FROM DIFFUSERS (1 O -TON SYSTEMS OR SMALLER) • A MINIMUM OF20-0" FROM DIFFUSERS (SYSTEMS LARGER THAN 10 -TONS) • SEE GENERAL INSTRUCTIONS. FOR SYSTEMS WITH DUCTED RETURNS, SENSORS SHALL BE PLACED: • AS CLOSE TO THE RETURN AIR GRILL AS POSSIBLE. • SEE GENERAL INSTRUCTIONS. FOR SYSTEMS WITH NON - DUCTED ( PLENUM) RETURNS, SENSORS SHALL BE PLACED: • PLACE AT LEAST ONE (1) EGG CRATE RETURN GRILL OVER EACH SENSOR LOCATION. • SEE GENERAL INSTRUCTIONS. GENERAL INSTRUCTIONS: • ON NEW CONSTRUCTION JOBS, INSTALL SENSORS ON DROP - POLES, PER DETAIL • LOCATE SENSOR FULLY WITHIN THE ZONE OF THE UNIT IT CONTROLS. • DO NOT PLACE A SENSOR ON AN OUTSIDE WALL OR TENANT COMMON WALL • DO NOT PLACE SENSORS NEAR DOORS, WINDOWS, OR OTHER SOURCES OF HEAT, COLD, OR DRAFTS. • IF A SENSOR IS PLACED ON AN ARCHITECTURAL OR STRUCTURAL SURFACE (IE COLUMNS, ETC) IT MUST BE INSULATED FROM THE FINISHED SURFACE AND WIRE PENETRATIONS MUST BE MADE AIRTIGHT. • DO NOT PLACE SENSORS HIGHER THAN 7-0' AFF, • CONDUCT SENSOR LOCATIONTEST: 1. RUN ALL UNITS IN FAN MODE. 2. TESTALL SENSOR LOCATIONS TO DETERMINE IF ANY ARE GETTING HIF BYAIR FROM A SUPPLY DIFFUSER. (TISSUE, BALLOON OR SMOKE TEST) 3. IF SO, RELOCATE SENSOR (PREFERRED) OR OFFENDING DIFFUSER. STOCKROOM SENSOR PLACEMENT SHALL BE OVER STOCKROOM DOOR WITH IN STOCKROOM AREA REMOTE SENSOR MOUNTING DETAIL FIELD WIRING SCALE: None Q KEYNOTE U Z CD U) U) o Lu (n a Z E ) J E Tn � U � W W (0 W N � f— ® �a Lm CL c 4w al _ ONE c CL ONE y ItFU �J Z O W U Z W LL. w O ILL REVISION: DATE: 1ST REVIEW RELEASE 5/29/07 CLIENT REVIEW RELEASE 6/4/07 CLIENT REVIEW RELEASE 10/24/07 ACCEPTED RELEASE 12/28/07 REMOVED DCV NOTES 03/04/08 SIMPLESTAT MOUNTING 04/03/08 HE DETAIL d OAT DETAIL 09/11/08 DOOR CONTACT DETAIL 11/30/09 DOOR CONTACT REVISED 05/25/10 DOOR CONTACT REMOVED 07/18/11 DRAWN: CHECKED: W.L.L. /R. S.R. B.T.B. /P.M. B. ENERGY MANAGEMENT PLAN EM -3 ItFU �J Z O W U Z W LL. w O ILL REVISION: DATE: 1ST REVIEW RELEASE 5/29/07 CLIENT REVIEW RELEASE 6/4/07 CLIENT REVIEW RELEASE 10/24/07 ACCEPTED RELEASE 12/28/07 REMOVED DCV NOTES 03/04/08 SIMPLESTAT MOUNTING 04/03/08 HE DETAIL d OAT DETAIL 09/11/08 DOOR CONTACT DETAIL 11/30/09 DOOR CONTACT REVISED 05/25/10 DOOR CONTACT REMOVED 07/18/11 DRAWN: CHECKED: W.L.L. /R. S.R. B.T.B. /P.M. B. ENERGY MANAGEMENT PLAN EM -3 ENERGY MANAGEMENT PLAN EM -3 LIRI ItDI RTU RTU DAISY - CHAINED RTU TO NEXT RTU SERVICING SALES FLOOR RTU'S SERVING SALES FLOOR WIRE TO BE LANDED ON TERMINAL DESIGNATIONS SHOWN BELOW BY RTU MANUFACTURER NOTE: TERMINAL DESIGNATIONS ARE FOR Ell IF RTU'S DO NOT HAVE ECONOMIZERS[ OPTION, THEN DO NOT TERMINATE WIR FORM. IFP WIRING TERMINALS (RE: eSC CONTROLLER SHEET EM -2 OR DOC -3) 111 U n NOMIZER ACTUATOR MOTORS. ;TION OR DO NOT HAVE IAQ /DCV S AND MAKE NOTE ON SURVEY RTU + 1ST REVIEW RELEASE RTU .— CD 6/4/07 RTU a) L r ACCEPTED RELEASE 12/21/07 RTU 12/28/07 AO ❑ MODIFIED ACTUATOR DETAIL P1 + ❑ 07/27/09 1 11/30/09 + ❑ Cn 15 + J Q1 ❑ P ❑ � 2 DRAWN: ❑ � (0 M 10 W CV CAMPER H kV O MOTOR im Q769C P28 Q TB1 CARRIERNORK RTU'S WIRE TO BE LANDED ON ECONOMIZER BOARD HH63AW001 (W7212), AS SHOWN 4E AMBIENT LIGHT SENSOR MOUNTED ON 2 x 4 BOX SIDE VIEW YORK RTU'S (option 2) WIRE TO BE LANDED ON INTERFACE BOARD Q769C AS SHOWN Zk (9 AMBIENT LIGHT SENSOR MOUNTED ON 2 x 4 BOX FRONT VIEW NOTE: IF ADDITIONAL AMBIENT LIGHT SENSORS ARE REQUIRED, REFER TO DOC -2 AMBIENT LIGHT SENSOR POWER RED COMMON BLACK SIGNAL YELLOW TRANE RT ' WIRE TO BE LIENNOX L SERIES RTU'S LANDED N S TERMINALS, WIRE TO BE LANDED ON AS HOWN TERMINAL TB1, AS SHOWN CARBON DIOXIDE SENSORS (RE: KCD -M -V MOUNTING DETAIL) SALES FLOOR CO2 SENSOR 24VACIVDC OUTPUT TENANTS CONTRACTOR SHALL INSTALL TENANT VENDOR PROVIDED CO2 SENSOR 7- AFF ON COLUMN IN THE SALES AREA TO CONTROL THE SALES AREA HVAC UNITS. KCD-W-V (RE: CARBON DIOXIDE SENSORS) FRONT VIEW KCD -W -V (RE: CARBON DIOXIDE SENSORS) BACK VIEW SALES FLOOR CARBON DIOXIDE SENSOR MOUNTING DETAIL SCALE: None OPTIONAL - TO BE INSTALLED ONLY WHEN REQUIRED BY LOCAL CODES OR DOLLAR TREE SCOPE OF WORK IFP PANEL WIRING TERMINALS (RE: eSC CONTROLLER SHEET El NOTE: INSTALL ADDITIONAL CONTACTOR(S) IN IFP PANEL FOR PERIMETER LIGHTS 131 OPTIONAL - NOT USED FOR ALL INSTALLATIONS DAYLIGHT HARVESTING CIRCUIT DETAIL SCALE: None ENERGY MANAGEMENT SYSTEM NOTES: 1. #16AWG STRANDED COPPER WIRE. NUMBERAABEL EACH CONDUCTOR. 2. 12'X 1" EMT NIPPLE. a SETALLANALOGINPUT JUMPERS TO 'T' SETTING (THERMISTOR). 4. CONNECTWIRING TO 2DA-4240VAC OR 480VAC CIRCUIT BREAKER AS REQUIRED. 5. #14 AWG STRANDED COPPER WIRE. COLOR CODE AS PER NEC. 6. 182/SHIELDED PLENUM CABLE. 7. SETANALOG JUMPER TO V SETTING ( VOLTAGE). 8. FIRST RTU ON SALES FLOOR (RTU 1) TO BE USED TO POWER CO2 SENSOR 9. AMBIENT LIGHT SENSOR SHALL BE MOUNTED WITH A 2 x4 ELECTRICAL BOX PROVIDED BY THE ELECTRICAL CONTRACTOR. REFER TO ELECTRICAL PLANS FOR INSTALLATION LOCATION AND DETAILS. DEMAND CONTROL VENTILATION (IX - SETUP & CHECKOUT PROCUDURE -. Y. • 1.•... • • : ri :0. I. -1 ...• -. — .. I •.I• 1 1..•' • I - battery 1 . • smad common screvIdw This test procedure verities #iat ft rociflop unit outside ar damper "d mockilate belvveen te redUced & standard mirmirn outside quantity based on • . • 0-10 vdc signal. .cr. • - 1 w • . • 1.•36 fifffe - ru. - • -u• 1 - 1 - - • 1 - • 1, •- 1. DisconnedpoIverlDrterocitopLinit. 2. ••-.1-1- Carrier Econominercontroler(HH63AW001) and compleletefobving .u. a. -• A. -.••.I •.-.• •- •-. b. Settle Minimum Position and DCV SBpW potentiometers fUly CCW (oxinterbodwise). d. SettheEniftloypotentionnelerloD. e. Before removing anyem" CO2 s0wmas located on terminals AQ & AQ1, please record tie voltage, rr wire n• code, &P The voltage • .•-•- . foilside 1 voltage range, process- Observetie dampers, Mey stiould be dosed" tie DCV LED sinculd be off 4. Return tollne Carrier Econorrizarcontruller (HI and comilpletetieb" steps. a. Instal! ajumperwire from AQ1 terminal to 1 -• volt battery u,1 female .•s b. Instal! ajumperwre turn ft AQ terminal to ft 9 vok be" OMM) male post The LED for DCV sInculd turn on. The aduator st" modulate to 95% open. a Turn DCV selpoint polenbonxier CW until 1 e DCV LED turns ofThe .rla gxxk • -•1- -• :.ar -'1 •rl- _ 11• 11•'.1•: •! ••.• -'u• ! •.11. WdT test conditions se4 as defined In Items above please compete te folovving. ••, s f * DCV :u• •r- I• -r is - 11 •1•• position, I .-• :11.1•- CO2 level • apprcxrn&4y 1000 •• 2. V&*tiattf*jurrwvvre • • temninal 1. 1 - • •. 1 - male post olfhe battery is ...• 1. 1. • #* •a l - - • • s - • ! . .. - '•c1- ••.••• �•1 outside • noted on 1- 1• c11 • u - b• 1 ••'u• 4. 1 connect 1 - •- - • tie • • 1 • 1 - • •. 1 - • •s • 1 - • • • at - - ! • • . on. 5. •.'sl-! : •r to 11'11 - outside ... r .r•• 1 - -IC ••. equipment '• 1 ••'•• Lint potenitionneters, Pmwtotie roolbI unt Please remove at five)umper wires, and reinstall tie CO2 sersorvvires toteirm FIELD WIRING zi� KEYNOTE U DATE: 1ST REVIEW RELEASE Z — .— CD 6/4/07 co a) L r ACCEPTED RELEASE 12/21/07 Cn 0 12/28/07 W _ MODIFIED ACTUATOR DETAIL Cn U Z 07/27/09 MODIFIED REQUIRED WIRE 11/30/09 REMOVED STOCKROOM CO2 Cn E N E 12/01/10 J a•+ E In N 0 � L U DRAWN: W � (0 M B T.B. /P.M. B. W CV H kV O im CL Q a— S _ mo C a son 0 n MJ p l\ W U ❑ c w LL 'W C� W ❑ O LL REVISION'. DATE: 1ST REVIEW RELEASE 5/29/07 CLIENT REVIEW RELEASE 6/4/07 CLIENT REVIEW RELEASE 10/24/07 ACCEPTED RELEASE 12/21/07 ACCEPTED RELEASE 12/28/07 CO2 DETAILS FOR ALL STATES 12/30/08 MODIFIED ACTUATOR DETAIL 03/16/09 ADDED RESPONSIBILITIES 07/27/09 MODIFIED REQUIRED WIRE 11/30/09 REMOVED STOCKROOM CO2 05/08/10 ADD OPT L DAYLIGHT ZONE 12/01/10 MODIFY MIN /MAX GEM 08/23/11 DRAWN: CHECKED' R.S.R. B T.B. /P.M. B. ENERGY MANAGEMENT PLAN EM -4 2 71 Ln 2 A B C I _-SEISMIC SEPARA ON JOINT-SEE DETAIL (E) ST. SAMMY SCREW SIDEWINDER STEEL ALL THREAD ROD ADJUSTABLE RING HANGER HANGER DETAIL #1 D E I IC SEPARATION JOINT- SEE DETAIL t /A2.- , DROP DETAIL #2 1{w bWl wowe.. 1j M. ap M >nn larxol Cie rue DROP DETAIL #1 I w.4 can — T l I I I I I` e' -Oi AFF IMPORTANT In localities abject to freezing conditions, It A the owner's responsibility to provide haunt throughout wet pipe sprhldr systems areas and in andoareo far dry pipe deluge and other types of valve, controlling water supplies to spdnseer systems. This drawing and the information and design application herein contained is the property of Cascade Alarm, and Is loaned upon ewpree conditions that the same be returned to Cascade Alarm upon request; all Information herein contained shall be trected as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of Casecde Alarn. GENERAL NOTES I . DESIGN AND INSTALLATION SHALL CONFORM TO NEPA PAMPHLET 13 AND CITY OF YELM REQUIREMENTS. 2, ALL MATERIALS SHALL BE NEW AND U.L. APPROVED. 3, PIPE: ALL PIPE 1 114" AND SMALLER TO BE SCHEDULE 40 BLACK STEEL, ALL PIPE 1 1/2" AND LARGER TO BE SCHEDULE 10 BLACK STEEL. 4. FITTINGS: ALL FITTINGS (SCREWED AND GROOVED) AND GROOVED COUPLINGS TO BE DUCTILE IRON, 5. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BYOTHEK5. 6. ALL ELECTRICAL WIRING AND CONDUIT TO BE PROVIDED AND INSTALLED BY OTHERS. 7. HANGERS G" OR LE55 IN LENGTH REQUIRE NO EQ BRACING 8. OWNER 15 RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT 15 SHOWN ON THE CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AIXILLIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY ARCHER CON5T.TO SUPPLIMENT THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING LOADS. 9, ARCHER CONT. ASSUMES NO RESPONSIBILITY, EITHER EXPKE55ED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON 517E EXCEPT FOR WORK PERFORMED DIRECTLY BY CASCADE ALARM. 10, NOT USED 1 1, ALL DIMENSIONS ARE TO CENTERLINE OF PIPE. 12. DOTTED LINES DENOTE EXISTING PIPE, 13, 5YM B015 /ABREV IATIONS: [X-)r DENOTES CENTER LINE OF SPRINKLER PIPE AFF. X" -X' - DENOTES CEILING HEIGHT. APE - CENTERLINE OF PIPE ABOVE FINISHED FLOOR. 13DK - CENTERUNE OF PIPE BELOW BOTTOM OF DECK. =F - FLEXIBLE GROOVED COUPLING. I MT - MECHANICAL TEE FD - FLEXABLE DROP NIPPLE, SEE PLAN FOR LEGNTH. N }- THREAD END PLUG Al - HYDRAULIC REFERENCE NODE. �, -- DENOEBE1g9MPIPE Townzen & Associates °E"oTESf>Ewp�E 7r Plan Approval The plans submitted for review are approved in accordance with local and state applicable standards. This approval does not relieve the applicant of the responsibility of compliance with the applicable codes. I Approved with comments 14 Approved as submitted %ES 16wr.f7..0,�,f Date: $�L��I3 103,6AV ."A_ 5E NE 103rd kv Rrat ea 111 dl soy '4... cnurN, sn,: n � c,H ndza,za F m Ae 96s z PM1mmery Praldc Helphb 515E '9pP Lh'inp N'e:: Cnhoprs Ic lnc 5 -Y 4 'Ca�O pie_ C u 1071p Sf SE Oa d m yy /R BwklaM $1 SE df F kinily Mao DESIGN GENERALS NOTES: 1. Design & installation shall conform to NFPA #13 2007 Ed. and Yelm Fire Department requirements. i 2. This is an old 8" wet system that is grided to with 8" supply main and 4" end Floating main with 3" lines running from main to main and no 1" outlets available for the 1 "drops for the new t -bar ceilings. We will be cutting in 3 "x1" Mechanical tees for all the added drops with 4' -0" easy drops or flex drops on all the SSP semiHmoessed heads. 3. There are some Dry Pendent heads for the Freezer /cooler Box in storage area. 4. Sales floor will be Ordinary Hazard Group I spacing not to Exceed 120 Sq. per head. Storage will be at Ordinary Group 11 at t DO Sq. Ft, per head. 5. All materials shall be new and UL or FM approved with all piping to be Schedule # 40 Steel black threaded I pipe with Black Ductile Iron threaded fittings. 6. Per NFPA # 13 we are adding 1 head at each upright sprinkler on t" drops for the below the ceiling coverage with no Calc's need as we are allowed 1 head below for each head below the ceiing. PIPING PLAN RF =�� MAY 13 M17 Ana GT NAM1 Dollar Tree Store SCALE: 1/8'. DRAWN BY: calTaACT x11 906 Algiers Rd. Yelm, WA. CONTRACT RESPONSIBILITIES SPRINKLERS SYSTEM TYPO WET ® 8" —❑ _ ❑ ❑ -- __ - -_ Cascade A I a r m / CHECKED BY: ITEM CASCADE OTHERS TYPE ORIFICE TEMP. FINISH CANOPY SYMBOL QTY. DESCilplim: PIPING PLAN DATE: 5 B TY —FRB 1/2 155 CP GP • SYSTEM DESIGN DATA TY -FRB 1/2 1'P5 BRASS NA 27 ❑ ❑ ❑ ❑ APPROVALS _ our N OUT IN _ WT N CUT —IN FIRE PROTECTION DIVISION Post Office cBox 7459, Kent, WA. 206 -767 -5800, Ext 2 CUT PIPE 88/12 HAZARD SYSIEN AREA: Aen Nm m OEN9TY: GPM /So. R.: W. Pr.MO. TY —DS -t t 2 155 cP CID ■ z AREA OF APPIIGTION: s0. PT. NOSE GPM TOTAL SYSTEM M. AT: M. AT: Ott DRAWING N0. FP WATER SUPPLY INFORMATION: STATIC PRESSURE PSI. RESIDUAL PRESSURE: PS, MIT GPM iLOx NC TEST TAKEN AT BY DATE — SEE FLAGGED AR 'A ON PLAN ELTA TOTAL THIS SHEET �)