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20130139 Full Size Plans 041520130 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. 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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