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YCS Transportation TI Permit SetG000 COVER SHEET JOB NO. DATE REVISIONS DRAWN BY 2024-010 JML 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 Ye l m C o m m u n i t y S c h o o l s TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 VICINITY MAP NORTH NOT TO SCALE Alternate No. 1:430 sf concrete patio and guardrails. Alternate No. 2:Provide polished concrete floor in Break Room 120 in lieu of VCT. Alternate No. 3: Provide upper plam cabinets. Alternate No. 4:Provide aluminum storefront door and relites in lieu of hollow metal relite for Break Room 120. ALTERNATE BID ITEMS 1.All work performed shall comply with these general notes unless otherwise noted on the drawings and specifications. The general contractor shall coordinate the general notes with the work of all trades, including but not limited to the mechanical and electrical trades. 2.The contractor shall visit the site and be knowledgeable of conditions thereof. The contractor shall investigate verify and be responsible for all conditions of the project and shall notify the owner/architect of conditions requiring modification before proceeding with the work. 3.Where discrepancies exist between drawings by various disciplines the contractor shall consult the architect before proceeding with the work. 4.Conditions which are not detailed shall be assumed to be similar in character to those which are. Where specific dimensions, details or design cannot be determined the contractor shall notify the architect prior to proceeding with the work. 5.Construction of work indicated on drawings as NIC is not in contract. The contractor shall coordinate all trades of his work, whether directly or indirectly involved, with NIC work. 6.All work shall conform to the requirements of all applicable codes and governing authorities and shall be of best practice of each trade. 7.All dimensions shall take precedence over scale. 8.All dimensions shall be verified in the field prior to proceeding with the work. The contractor is to notify the architect of any discrepancies. 9.Finished floor elevations are top of concrete unless noted otherwise. 10.The flame spread rating for all materials shall conform to all applicable codes. 11.Any decorations on interior walls or ceilings shall be noncombustible or fire retardant treated to comply with flame spread and smoke development code requirements. 12.Refer to mechanical and electrical drawings and manufacturer's template drawings for mechanical and electrical equipment supports, bolt setting templates, spring and vibration isolators, or other equipment not shown on drawings. 13.Provide proper anchorage of all equipment in accordance with applicable codes. 14.All pipe ducts, buss ducts and conduits that penetrate floor slabs and/or rated walls shall be installed in a manner which will preserve the fire resistive and structural integrity of the building. 15.Coordinate placement of all ceiling elements with mechanical, electrical and ceiling installer. Where discrepancies exist between drawings and installation the general contractor shall consult with the architect prior to proceeding with the work. 16.The contractor shall provide and install all stiffeners, bracings, back-up plates and supporting brackets required for the installation of all toilet room accessories and partitions and all wall mounted or suspended items including hardware, mechanical, electrical, and miscellaneous equipment. 17.The contractor shall verify all openings in the field prior to fabrication of doors and frames. 18.All dissimilar metals shall be effectively isolated from each other to prevent molecular breakdown and galvanic action. 19.The building may be open to the public during construction. Contractor shall protect the public from work and staging areas at all times. Coordinate with the Owner concerning access and work hours. Secure construction areas at the end of each workday. 20.Use of tobacco products and controlled substances are prohibited on property by state law. GENERAL PROJECT NOTES A3 A301 MOP SINK GRID LINE DRAWING NUMBER GRID NUMBER GRID LETTER DRAWING TITLE ADDITIONAL INFORMATION SCALE DOOR NUMBER INDICATOR ROOM NUMBER/NAME INDICATOR GRID SYMBOLS STRUCTURE OR NEW WINDOW WINDOW TO BE EXISTING WINDOW DOOR TO BE DEMOLISHED H HEAT DETECTOR SMOKE DETECTOR CLOCK FIRE ALARM/ FIRE ALARM EMERGENCY LIGHT ELECTRICAL PANEL ELEVATION INDICATOR SHEET NUMBER DETAIL NUMBER DETAIL ENLARGEMENT ELEVATION NUMBER SHEET NUMBER BUILDING SECTION SECTION NUMBER SHEET NUMBER SHEET NUMBER SECTION NUMBER WALL SECTION NEW WALL EXISTING DOOR WALL TO BE DEMOLISHED EXISTING WALL NORTH 1 REVISION NUMBER REVISION CLOUD NORTH ARROW 3 MATCH LINE CONTROL POINT WINDOW TYPE TEL KITCHEN SINK TELEPHONE BOX DRINKING FOUNTAIN WATER CLOSET WALL-HUNG LAVATORY URINAL A3 A301 A3 A311 A3 A760 DOOR NUMBER ROOM NUMBER ROOM NAME DRAWING TITLES EQUIPMENT RELITE TYPE LOUVER TYPE WALL TYPE OR DATUM CL LOOSE OR BATT INSULATION FERROUS METAL RIGID INSULATION CERAMIC TILE (ELEVATION) WOOD FRAMING GLASS (ELEVATION) FINISH GRADE WOOD CERAMIC TILE ALUMINUM PARTICLE BOARD PLYWOOD GRAVEL, ROCK MASONRY CONSTRUCTION METAL FRAMING COMPACTED FILL CONCRETE GROUT, STUCCO, PLASTER GYPSUM BOARD DEMOLISHED TO BE REMOVED/ DEMOLISHED SYMBOLS 1 FLOOR PLAN 1/8" = 1'-0" Project includes a 3100 sf interior tenant improvement. Remodel of existing warehouse storage space into a new break room, hallway, mens and womens restrooms, custodial room and exterior exit stairs and accessible ramp. New lighting, hvac and finishes in area of work to meet current energy code and accessibility requirements. Site work to include a new concrete stair, ramp and patio as an alternate bid item. New sewer connection to existing STEP tank, includes asphalt demo for trenching and replacing existing sanitary sewer lines, removing and re-installing existing STEP tank to connect to effluent discharge pipe. PROJECT DESCRIPTION PROJECT INFORMATION ABBREVIATIONS Project Address: 202 Stevens Ave NW Yelm, WA 98597 Parcel No.:22719310200 Legal Description:19-17-2E 7.67A SE NW & NE SW COM 990F S OF NW COR SE NW N88-58-0E Acres:7.67 Zoning:Industrial, I Codes:2021 IEBC 2021 IBC ICC/ANSI A117.1 - 2009 ADA 2021 Washington State Energy Code Occupancy:S-1 Low Hazard Storage (existing) B - Business, Accessory (existing) Construction type:Type VB (existing, sprinklered) Stories:1 (existing) Building Areas: 14,510 sf Existing First Floor 355 sf Existing Mezzanine 14,865 sf Total Existing Renovation Area:3,100 sf DRAWING INDEX O W N E R YELM COMMUNITY SCHOOLS 107 First Street North Yelm, WA 98597 T: 360.458.6128 Chris Hansen chris_hansen@ycs.wednet.edu A R C H I T E C T TOVANI HART, PC 609 A Columbia St. SW Olympia, WA 98501 T : 360.339.8274 F : 360.350.5614 Trent Hart, Architect trent@tovanihart.com Jane Locke jane@tovanihart.com C IV I L E N G I N E E R LDC Corp 321 Cleveland Ave SE Tumwater, WA 98501 T: 360.634.2065 Ross Jarvis rjarvis@ldccorp.com S T R U C T U R A L E N G I N E E R PCS Structural Solutions 1250 Pacific Ave, Suite 701 Tacoma, WA 98402 T: 253.383.2797 F: 253.383.1557 Jeff Klein, PE jklein@pcs-structural.com Jaycob Greissl jgreissl@pcs-structural.com M E C H A N I C A L E N G I N E E R BCE Engineers 6021 12 St E, Suite 200 Fife, WA 98424 T: 253.922.0446 Chris Caffee cancaffee@transystems.com E L E C T R I C A L E N G I N E E R BCE Engineers 6021 12 St E, Suite 200 Fife, WA 98424 T: 253.922.0446 Carrie Taylor cltaylor@transystems.com FIRE PROTECTION ENGINEER BCE Engineers 6021 12 St E, Suite 200 Fife, WA 98424 T: 253.922.0446 PROJECT TEAM FLAG NOTE AB Anchor Bolt AC Asphaltic Concrete A/C Air Conditioner ACP Acoustical Ceiling Panel ADD'L Additional ADJ Adjustable AFF Above Finish Floor AGG Aggregate ALT Alternate ALUM Aluminum ANOD Anodized APPROX Approximate ARCH Architect(ural) BD Board BLDG Building BLKG Blocking BM Beam BO Bottom Of or By Owner BTM Bottom BRG Bearing BTWN Between BU Built-Up CAB Cabinet CB Catch Basin C/C Center to Center CG Corner Guard CHAMF Chamfer CJ Ceiling Joist or Control Joint CLG Ceiling CLR Clear CMU Concrete Masonry Unit CO Clean out COL Column CONC Concrete CONF Conference CONST Construction CONT Continuous Contract(or) CP Cement Plaster CPT Carpet CPT-T Carpet Tile CRS Cold Rolled Steel CT Ceramic Tile or Porcelain Tile CTC Ceramic Tile Coved CTR Center CS Cultured Stone CVG Clear Vertical Grain CWT Ceramic Wall Tile D Depth DBL Double DEMO Demolition DET Detail DF Douglas Fir or Drinking Fountain DIAG Diagonal DIA Diameter DIM Dimension DISP Dispenser DL Dead Load DN Down DR Door DS Downspout DW Dish Washer DWG Drawing E East EA Each EB Expansion Bolt EIFS Exterior Insulation and Finish System EJ Expansion Joint EL Elevation ELEC Electrical ELEV Elevation or Elevator ENAM Enamel EP Epoxy EQ Equal EQUIP Equipment ES Each Side or Exposed Structure EW Each Way EXH Exhaust EXIST Existing (E) EXP Exposed EXT Exterior FB Flat Bar FD Floor Drain FE Fire Extinguisher FEC Fire Extinguisher Bracket Fire Extinguisher Cabinet FEM Feminine FF Factory Finish or Finish Floor FG Fiberglass FH Fire Hydrant FIO Furnished & Installed by Owner FJ Floor Joist FLR Floor FND Foundation FNTD Feminine Napkin Disposal Fem. Napkin Tampon Dispenser FOC Face of Concrete or Face of Column FOIC Furnished By Owner Installed by Contractor FOS Face of Stud FOW Face of Wall FR Frame FRG Framing FRP Fiber Reinforced Panels FRT Fire Retardant Treated FT Feet or Foot FTG Footing FUR Furred or Furring FV Field Verify GA Gauge GALV Galvanized GB Grab Bar GC General Contractor GEN General GL Glass or Glazed GLB Glue-Laminated Beam GR Grading GWB Gypsum Wallboard GYP Gypsum H Height HB Hose Bibb HBD Hardboard HC Hollow Core HDCP Handicap(ped) HDR Header HDW Hardware HDWR Hardwood HF Hem-Fir HM Hollow Metal HORIZ Horizontal HT Height HVAC Heating/Ventilation/ Air Conditioning HW Hot Water ID Inside Diameter INSUL or I Insulation or Insulated INT Interior INV Invert JAN Janitor JNT Joint JST Joist K Kips or 1000 Pounds KD Knock Down or Kiln Dried KIT Kitchen KO Knock Out KP Kick plate or King Post KSI Kips per Sq. Inch L Length of Span or Structural Angle LAV Lavatory LB Pound or LAG Bolt LBS Pounds LF Linear Foot LH Left Hand LKR Locker LL Live Load LOC Location LP Light Pole LS Landscaping LSD Liquid Soap Dispenser MAT Material MAX Maximum MBR Member MB Marker Board MBM Metal Building Manufacturer MDO Medium Density Overlay M/E/P Mechanical/Electrical/Plumbing MECH Mechanical or Mechanically MED Medium MFG Manufacturing MFR Manufacturer MH Manhole MIN Minimum MIR Mirror MISC Miscellaneous MOD Modular MTG Mounting or Meeting MTL Metal MULL Mullion N North NIC Not in Contract NO Number NOM Nominal NTS Not to Scale O/ Over OC On Center OD Overflow Drain or Outside Diameter OFF or OFC Office OFOI Owner Furnish Owner Install OH Overhead OPNG Opening OPH Opposite Hand OPP Opposite P Polished PAV Paving PAR Parallel PART Partition or Partial PBD Particle Board PERF Perforate(d) PERIM Perimeter PJ Panel Joint PL Property Line or Plate PLAM Plastic Laminate PLAS Plastic PW Plywood PNT Paint PR Pair PSF Pounds Per Square Foot PSI Pounds Per Square Inch PT Pressure Treated PTD Paper Towel Dispenser PTD/R Paper Towel Dispenser W/ Receptacle PTR Paper Towel Receptacle PVC Polyvinyl Chloride QT Quarry Tile QTY Quantity R Radius or Riser RB Rubber Base RCP Reflected Ceiling Plan RD Roof Drain RECPT Receptacle or Reception REF Reference or Refrigerator RF Rubber Flooring RJ Rafter Joist RR Roof Rafter REINF Reinforcing REQD Required RESIL Resilient RFG Roofing RH Right Hand RL Rain Leader RM Room RO Rough Opening ROW Right of Way RUBB Rubber S South or Structural SAF Self Adhered Flashing SC Solid Core SCB Self-Coved Base SCHED Schedule SD Soap Dispenser or Storm Drain SF Square Foot or Storefront SG Safety Glass SHT Sheet SHTG Sheeting or Sheathing SIM Similar SLR Sealer SOG Slab on Grade SPECS Specification SQ Square S/S Stainless Steel SSD See Structural Drawings ST Stain STD Standard STOR Storage STL Steel STRUCT Structural SUS Suspended SV Sheet Vinyl SYS System T Tread or Top or Trimmer or Tempered TB Tackboard TEL Telephone TEMP Temporary or Tempered T&G Tongue & Groove TH Thickness TK Tight Knot TO Top Of TOB Top of Beam TOC Top of Concrete or Top of Column or Top of Curb TOP Top of Parapet or Top of Pavement TOPL Top of Plate TOS Top of Slab TPD Toilet Paper Dispenser TS Tube Steel TSD Toilet Seat Dispenser TV Television TOW or TW Top of Wall TYP Typical UNO Unless Noted Otherwise VB Vapor Barrier VCT Vinyl Composition Tile VERT Vertical VG Vertical Grain VIN Vinyl VP Veneer Plaster W West, Wide or Width W/ With WC Water Closet WD Wood WF Wide Flange WG Wire Glass WH Water Heater W/O Without WOM Walk-off Mat WP Waterproof WRB Weather Resistant Barrier WT Weight WWM Welded Wire Mesh ℄Center Line ⅊Property Line ±Plus or Minus Ø Round, Diameter 4 3 2 1 A720/D C B A A7201 A 1 W-A R-A L-A OFFICE 101 1 101 SITE GENERAL G000 COVER SHEET G001 CODE SHEET CIVIL CV-01 COVER SHEET SV-01 TOPOGRAPHY SURVEY EC-01 DEMOLITION AND TESC PLAN EC-02 TESC NOTES AND DETAILS SS-01 SANITARY SEWER PLAN SS-02 SANITARY SEWER NOTES AND DETAILS SP-01 SITE RESTORATION PLAN BA-01 BID ALTERNATIVE ARCHITECTURAL A010 SITE PLAN AD101 DEMOLITION FLOOR PLAN AD151 DEMOLITION REFLECTED CEILING PLAN A101 FLOOR PLANS A151 REFLECTED CEILING PLAN A190 ROOF PLAN A200 EXTERIOR ELEVATIONS A300 BUILDING SECTIONS A470 MISCELLANEOUS EXTERIOR DETAILS A500 DOOR SCHEDULE AND DETAILS A600 ENLARGED PLAN AND ELEVATIONS A700 FINISH & SIGNAGE SCHEDULES, PLAN AND DETAILS A720 INTERIOR ELEVATIONS STRUCTURAL S101 GENERAL NOTES S102 GENERAL NOTES S103 GENERAL NOTES S201 GRADE LEVEL FRAMING PLANS S202 ROOF AND MEZZANINE FRAMING PLANS S301 CONCRETE DETAILS S401 STEEL FRAMING DETAILS S501 COLD FORMED STEEL FRAMING DETAILS S502 COLD FORMED STEEL FRAMING DETAILS S503 COLD FORMED STEEL FRAMING DETAILS MECHANICAL M001 MECHANICAL LEGEND MD101 MECHANICAL DEMOLITION PLAN M101 PLUMBING FOUNDATION PLAN M201 ENLARGED PLUMBING FLOOR PLANS M301 MECHANICAL FLOOR PLAN M401 MECHANICAL REFLECTED CEILING PLAN M501 MECHANICAL ROOF PLAN M601 PLUMBING DETAILS M602 MECHANICAL DETAILS M701 PLUMBING SCHEDULES M702 MECHANICAL SCHEDULES ELECTRICAL E001 ELECTRICAL LEGEND, NOTES & ABBREVIATIONS E002 PANEL SCHEDULES, MECHANICAL EQUIPMENT AND LIGHTING SCHEDULES ED101 ELECTRICAL DEMOLITION FLOOR PLAN E201 LIGHTING FLOOR PLAN E301 POWER FLOOR PLAN E401 SYSTEMS FLOOR PLAN E501 ONE-LINE DIAGRAM E601 PANEL SCHEDULES E602 PANEL SCHEDULES E701 TELECOMM DETAILS E702 CCTV RISER AND DIAGRAMS E703 ACCESS CONTROLS DIAGRAM FIRE ALARM (DEFERRED SUBMITTAL) FA001 FIRE ALARM SYSTEM LEGEND, NOTES, AND RISER FA101 FIRE ALARM SYSTEM FLOOR PLAN FIRE PROTECTION (DEFERRED SUBMITTAL) FX101 FIRE PROTECTION FLOOR PLAN 54321 A B C X1 X2 X3 XA XB XC XD XE G001 CODE SHEET JOB NO. DATE REVISIONS DRAWN BY 2024-010 JML 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 Ye l m C o m m u n i t y S c h o o l s TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 NORTHEGRESS FIRST FLOOR PLAN11/16" = 1'-0" HALL 116 9 STORAGE 121 WOMENS 117 MENS 119 132 BREAK ROOM 120 35 (E)CONF 102 (E)HALL 114 2 (E)OFFICE 105 DIRECTION OF EXITING ROOM IDENTIFICATION CUMULATIVE OCCUPANT TOTAL EGRESS PLAN LEGEND NUMBER OF OCCUPANTS USING THE INDICATED EXIT ROOM NUMBER 00 43 OFFICE 101 95649 11 18471 4 (E)VEHICLE WORK AREA 101 1 (E)LUBE STORAGE 109 1 (E)ELEC 110 3 (E)MEZZ 2 (E)PARTS 107 2 (E)LOCKERS 108 (E)TOILET 111 (E)TOILET 112 49 (E)BREAK ROOM 103 4 (E)OFFICE 104 2 (E)OFFICE 106 66 66 11 22 (E)BUS MAINTENANCE 115 66 X .2 = 13.2 REQ EXIT WIDTH 36" PROVIDED 4'-0" 9 X .2 = 1.8 REQ EXIT WIDTH 36" PROVIDED 48 56 X .2 = 11.2 REQ EXIT WIDTH 36" PROVIDED 49 X .2 = 9.8 REQ EXIT WIDTH 36" PROVIDED 47 X .2 = 9.4 REQ EXIT WIDTH 36" PROVIDED 18 X .2 = 3.6 REQ EXIT WIDTH 36" PROVIDED 11 X .2 = 2.2 REQ EXIT WIDTH 36" PROVIDED 11 X .2 = 2.2 REQ EXIT WIDTH 36" PROVIDED 1 CUSTODIAN 118 TRAVEL DISTANCE = 74' 17 RAMP AND LANDING DN SLOPE 1:12 FEC MAX OCC LOAD SIGN (E)FE (E)FE FEC (E)FE MAX OCC LOAD SIGN JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 C24-150 SRO 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 w w w . L D C c o r p . c o m F 4 2 5 . 4 8 2 . 2 8 9 3 T 4 2 5 . 8 0 6 . 1 8 6 9 6Xr YH\LQJ (QJLQHHr LQJ 3O DQQLQJ :o o G L Q Y L O O H .H Q W 2O \ m p L D 32 1 C l e v e l a n d A v e S E , # 2 0 9 Tu m w a t e r , W A 9 8 5 0 1 COVER SHEET CV-01 TO TOP- TOP ss 333- s \ - -Top _ TOp del _ - \ op 33 �� Top Top \�� T Tod STORM POND �/Z , 00 GRASS \ o� 0' 20' 40' A9 SCALE 1 " = 20' SS ST SEPTIC ALARM '335 - - O 1 RIM=336.40 AND SHUT OFF SSST 2"PVC(NW) IE=f334.5 RIM=336.26 \ 2 6"PVC(S) IE=333.2 UNKNOWN END P OVERHANG W W LOCATION OF ] 3. SUPPORT w DRAIN LINE + O,O 4 E) SEWER LINE PER 2010 _ - P BOLLARDS (TYP) GATE FENCE s \ 7" DIAMETER 5. AS -BUILT PLANS METAL BOX p +, MARKED UNLE6. ADED - -GRASS - \ �.�s \ p s`�s FUEL TANK `',' n ® ® d - SDMH ` ' ` ' CARD READER �\ UNKNOWN %- WATER RIM=336.89 CARD READER o D _ __ O CONNECTION p s Oo 4"PVC(SE) IE=335.3 0 0° 5�' D ° `�\ PARKING AREA W o� p D T GAS PUMP GRASS �� Op SDMH 3013 � \ SDMH 3012 - \ PIPE RUNNING _ SDMH 3008 L _337, 3'X2' LID THROUGH WITH _ _ _ _ 337� \\ TOp RIM=336.87 RIM=337.29 THROUGH �- ��6 4"PVC(NW) IE=334.6 4"PVC(NW) IE=333.1 CLEANOUT a -\ Top 4"PVC(SE) IE=334.4 4"PVC(SE) IE=333.1 4"PVC(NW SE) IE=333 8 f1ATI IAA HORIZONTAL - WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 83/2011 BASED ON GPS TIES TO MONUMENTS USING WASHINGTON STATE REFERENCE NETWORK. VERTICAL - NGVD 29 BASED ON GPS TIES TO THURSTON COUNTY MONUMENT 839 HOLDING PUBLISHED ELEVATION OF 332.179. SURVEY NOTES INSTRUMENT USED: TOPCON PS 3" TOTAL STATION AND TOPCON GR5 GPS. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS OF WAC 332-130-145. SURVEY COMPLETED 6/2024. PURPOSE OF TOPOGRAPHICAL MAPPING IS FOR FUTURE DEVELOPMENT OF BUS BARN. CONTOURS WERE ESTABLISHED FROM FIELD MAPPING, 1' CONTOURS SHOWN ON MAP. MTN2COAST (M2C) WAS RETAINED BY YELM COMMUNITY SCHOOLS TO COMPLETE TOPOGRAPHIC SURVEY OF A PORTION OF THE YELM SCHOOL DISTRICT TRANSPORTATION FACILITY. \� PUMP CANOPY FENCE t6' TALL PARKING AREA - _3�j� - - - - - TOp AROUND TRASH - - - .336 SOLID YELLOW STRIPING - - - - - Igo,% �, STORAGE - - �� 18 ��� .^. +i---338-------- _-- -- \\ \ ���1 -►-N: 594655.22 33 E: 1 115082.32 EL: 337.95 MNPK � OVERGROWN 1 APPROXIMATE FENCE f6' TALL 'f RIGHT-OF-WAY LINE TOPPED WITH BARBED WIRE ABANDONED TOP ' TELEPHONE \ VAULT I r7 \ `� GRAVEL // - - �\ \ �A) � I BOLLARDS (TYP) 7" DIAMETER�� ' 13 ti6 P 6 594C c FPS in E. 496417 �� I $�r -kC EL: 338.40 I C \ \ © SHUT OFF CI_MNPKv ���?� C Z Q FENCE t6' TALL i \\ AROUND COMPRESSOR i o ° SWITCH O + �'® WITH OVERHANG METAL CARPORT MARKEDGG $A \ CONCRETE 5$� EMPTY FINISHED FLOOR ss Q �� STEPS ELEVATION= 338.59 so . 339: OP --- OF FINISHED FLOOR BUS �� ELEVATION= 338.60 �OP $P� STALING SOLID WHITE STRIPING +yh$' O 340,.. �� •,. O f s f POWER PANELS s. -0 ATTACHED TO BUILDING f ", Ng PARKING LOT OVERHANG C OP o- O SUPPORT o \ o BOLLARDS 4.5" o DIAMETER HANDRAIL 6a' MAINTENANCE 338 D- $�� 5fp ASSIGNED PARKING SIGNS FACILITY MOUNTED TO WALL S - - OIL/WATER - _ 338 _ SEPARATOR 3018 \ SQUARE LID SDCB 3022 - RIM=338.28 `� RIM=338.29 4"PVC(N) IE=334.3 i 4"PVC(N) IE=335.4 SOLID WHITE STRIPING 4"PVC(S) IE=334.3 lea G OVERHANG 5ti SUPPORT O i O PARKING DASHED WHITE STRIPING Gj d STRIPING i DASHED WHITE STRIPING WHITE PAINT CIRCLES FINISHED FLOOR I 55 I/ DASHED YELLOW STRIPING a LL � I 1st O 19 p _ N: 594563.67 E: 1115123.59 Op / EL: 338.08 / MNPK I / GRASSco / GRAVE =N RAIL � I � / I cD I / n 7/11/2024 ­-1 /.., UTILITY NOTE UTILITIES SHOWN HEREON ARE FROM FIELD MAPPING VISIBLE SURFACE APPURTENANCES, AND MAPPING UTILITY PAINT MARKS FROM A UTILITY LOCATING SERVICE. BURIED UTILITIES ARE ONLY SHOWN AS APPROXIMATE AND SHOULD BE VERIFIED BEFORE CONSTRUCTION. LINE TYPES (;HAIN LINK FENUE EXTERIOR BUILDING BUILDING OVERHANG TOE TOE GROUND TOE TOP TOP GROUND TOP D D D STORM LINE S S S SANITARY SEWER LINE P P P BURIED POWER OP OP OVERHEAD POWER W W W WATER LINE G G NATURAL GAS LINE UNKNOWN UTILITY LINE MAJOR CONTOUR --------- MINOR CONTOUR PROPERTY LINE RIGHT-OF-WAY LEGEND + PK NAIL o WHEEL STOP STREET SIGN (AS DESCRIBED) O BOLLARD © CABLE JUNCTION BOX LUMINAIRE WITH DOUBLE ARM U NATURAL GAS METER * LUMINAIRE * LANDSCAPE/YARD LIGHT 1 GUY ANCHOR © POWER JUNCTION BOX 1E POWER METER - - POWER POLE -0- PP WITH TRANSFORMER ® POWER VAULT/ MANHOLE O TELEPHONE VAULT/ MANHOLE ® SEPTIC TANK 0 STORM CLEANOUT 119 STORM CATCH BASIN O STORM MANHOLE ft HOSE BIB ® WATER METER >a WATER VALVE 'CS WATER FIRE HYDRANT HATCHING GRAVEL ASPHALT CONCRETE JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 C24-150 SRO 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 w w w . L D C c o r p . c o m F 4 2 5 . 4 8 2 . 2 8 9 3 T 4 2 5 . 8 0 6 . 1 8 6 9 6Xr YH\LQJ (QJLQHHr LQJ 3O DQQLQJ :o o G L Q Y L O O H .H Q W 2O \ m p L D 32 1 C l e v e l a n d A v e S E , # 2 0 9 Tu m w a t e r , W A 9 8 5 0 1 DEMOLITION AND TESC PLAN EC-01 JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 C24-150 SRO 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 w w w . L D C c o r p . c o m F 4 2 5 . 4 8 2 . 2 8 9 3 T 4 2 5 . 8 0 6 . 1 8 6 9 6Xr YH\LQJ (QJLQHHr LQJ 3O DQQLQJ :o o G L Q Y L O O H .H Q W 2O \ m p L D 32 1 C l e v e l a n d A v e S E , # 2 0 9 Tu m w a t e r , W A 9 8 5 0 1 TESC NOTES AND DETAILS EC-02 JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 C24-150 SRO 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 w w w . L D C c o r p . c o m F 4 2 5 . 4 8 2 . 2 8 9 3 T 4 2 5 . 8 0 6 . 1 8 6 9 6Xr YH\LQJ (QJLQHHr LQJ 3O DQQLQJ :o o G L Q Y L O O H .H Q W 2O \ m p L D 32 1 C l e v e l a n d A v e S E , # 2 0 9 Tu m w a t e r , W A 9 8 5 0 1 SANITARY SEWER PLAN SS-01 JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 C24-150 SRO 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 w w w . L D C c o r p . c o m F 4 2 5 . 4 8 2 . 2 8 9 3 T 4 2 5 . 8 0 6 . 1 8 6 9 6Xr YH\LQJ (QJLQHHr LQJ 3O DQQLQJ :o o G L Q Y L O O H .H Q W 2O \ m p L D 32 1 C l e v e l a n d A v e S E , # 2 0 9 Tu m w a t e r , W A 9 8 5 0 1  “” ’ SANITARY SEWER NOTES AND DETAILS SS-02 JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 C24-150 SRO 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 w w w . L D C c o r p . c o m F 4 2 5 . 4 8 2 . 2 8 9 3 T 4 2 5 . 8 0 6 . 1 8 6 9 6Xr YH\LQJ (QJLQHHr LQJ 3O DQQLQJ :o o G L Q Y L O O H .H Q W 2O \ m p L D 32 1 C l e v e l a n d A v e S E , # 2 0 9 Tu m w a t e r , W A 9 8 5 0 1 SITE RESTORATION PLAN SP-01 JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 C24-150 SRO 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 w w w . L D C c o r p . c o m F 4 2 5 . 4 8 2 . 2 8 9 3 T 4 2 5 . 8 0 6 . 1 8 6 9 6Xr YH\LQJ (QJLQHHr LQJ 3O DQQLQJ :o o G L Q Y L O O H .H Q W 2O \ m p L D 32 1 C l e v e l a n d A v e S E , # 2 0 9 Tu m w a t e r , W A 9 8 5 0 1 BID ALTERNATE BA-01 B C VAN OP O P O P O P TOP T O P TO E T O P T O P TOP T O P T O P TO P T O P TO P T O P T O P T O P OP O P O P UK UK S S D D G G G G G G P P P P P P P P P P P P G G G G G P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P W W W W W W W W W W S S S S S S OP O P O P O P OP O P O P C C C C C C D D P V T PP C O C O P S S P P D D D D C O S T JOB NO. DATE REVISIONS DRAWN BY 2024-010 JML 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 A010 SITE PLAN Ye l m C o m m u n i t y S c h o o l s TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 AREA WORK NORTHSITE PLAN11" = 40'-0" AREA OF SITE DEMO, SEE CIVIL NEW CONC STAIR AND RAMP, SEE CIVIL FOR DEMO AND GRADES EXISTING SITE ACCESS X X X 54321 A B C X1 X2 X3 XA XB XC XD XE JOHN DEERE GATOR 4X2CLARK FORK HI G H P I L E RA C K (3 ) S H E L V E S HI G H P I L E RA C K (3 ) S H E L V E S HI G H P I L E RA C K (3 ) S H E L V E S HI G H P I L E RA C K (2 ) S H E L V E S HI G H P I L E RA C K (3 ) S H E L V E S HI G H P I L E RA C K (3 ) S H E L V E S ME T A L S H E L V E S ME T A L S H E L V E S ME T A L S H E L V E S X AD101 DEMOLITION FLOOR PLAN JOB NO. DATE REVISIONS DRAWN BY 2024-010 JML 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 Ye l m C o m m u n i t y S c h o o l s TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 NORTHDEMOLITION FLOOR PLAN11/8" = 1'-0" (E)CONF 102 (E)HALL 114 (E)OFFICE 105 (E)VEHICLE WORK AREA 101 (E)LUBE STORAGE 109(E)ELEC 110 (E)PARTS 107 (E)LOCKERS 108(E)TOILET 111 (E)TOILET 112 (E)BREAK ROOM 103 (E)OFFICE 104 (E)OFFICE 106 (E)BUS MAINTENANCE 115 (E)WAREHOUSE 116 FLAG NOTES EXISTING DOOR AND FRAME TO BE RELOCATED, SALVAGE EXISTING HARDWARE AND APPURTENANCES EXISTING OVERHEAD COILING DOOR TO BE SALVAGED AND RELOCATED. DEMO EXISTING STEEL COLUMNS AND BASE PLATES. PATCH/REPAIR EXISTING CONCRETE FLOOR. SAW CUT EXISTING CONCRETE SLAB FOR NEW SEWER CONNECTIONS, SEE MECH AND CIVIL EXISTING EQUIPMENT, FURNISHINGS, SHELVING, HIGH PILE RACKS, PALLETS TO BE RELOCATED BY OTHERS. REMOVE EXISTING PW AS REQUIRED FOR NEW CONSTRUCTION DEMO WALL FOR NEW OPENING, HEIGHT TO MATCH EXISTING OVERHEAD DOOR HEAD DEMO WALL FOR NEW DOOR OPENING DEMO EXISTING CROSS BRACING SEE STRUCTURAL AND MECHANICAL FOR SLAB DEMO LIMITS THIS AREA 1 1 2 3 3 2 3 4 55 5 5 5 TYP TYP TYP 5 TYP 5 4 6 6 6 7 13 ' - 0 1 / 8 " FV 7 8 3'-4" 8 9 9 1'-6" 2'-5" 22 ' - 7 3 / 4 " 10 10 CL EXISTING TO REMAIN AREA OF WORK 54321 A B C X1 X2 X3 XA XB XC XD XE AD151 DEMOLITION REFLECTED CEILING PLAN JOB NO. DATE REVISIONS DRAWN BY 2024-010 JML 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 Ye l m C o m m u n i t y S c h o o l s TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 NORTHDEMOLITION REFLECTED CEILING PLAN11/8" = 1'-0" (E)CONF 102 (E)HALL 114 (E)OFFICE 105 (E)VEHICLE WORK AREA 101 (E)LUBE STORAGE 109 (E)ELEC 110 (E)PARTS 107 (E)LOCKERS 108 (E)TOILET 111 (E)TOILET 112 (E)BREAK ROOM 103 (E)OFFICE 104 (E)OFFICE 106 (E)BUS MAINTENANCE 115 (E)WAREHOUSE 116 FLAG NOTES DEMO/SALVAGE EXISTING HVAC, SEE MECHANICAL SALVAGE/REMOVE EXISTING LIGHT FIXTURES, TURN OVER TO OWNER'S , SEE ELECTRICAL DEMO EXISTING TRANSLUCENT PANELS AT ROOF, EXISTING OPENING TO BE INFILLED, REMOVE EXISTING CUT ROOF PANEL AS REQUIRED DEMO EXISTING EXIT SIGN, SEE ELEC RELOCATE EXISTING LIGHT FIXTURES, SEE ELEC 1 2 3 11 2 22 3 33 TYP TYP TYP 4 4 5 2 22 2 22 (E)LIGHT FIXTURES TO REMAIN 1 5432 A B C 5 (2) LAYERS 5/8" GWB RESILIENT CHANNEL 6" MTL STUDS AT 16" OC SOUND BATT INSULATION (1) LAYER 5/8" GWB STC-55 3(E)INSULATED METAL PANELS (E)METAL GIRT FRAMING (E)BATT INSULATION (E)VINYL LINER 5/8" GWB 1 5/8" GWB 6" MTL STUDS AT 16" OC BATT INSULATION 5/8" GWB 4(E)INSULATED METAL PANELS (E)METAL GIRT FRAMING (E)BATT INSULATION (E)VINYL LINER 6" MTL STUD AT 16" OC, SEE STRUCT 5/8" GWB 2 5 A101 FLOOR PLANS JOB NO. DATE REVISIONS DRAWN BY 2024-010 JML 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 Ye l m C o m m u n i t y S c h o o l s TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 NORTHFLOOR PLAN11/8" = 1'-0" HALL 116 STORAGE 121 WOMENS 117 MENS 119 BREAK ROOM 120 NORTHALTERNATE NO. 1 PATIO PLAN31/4" = 1'-0" A A300 A A300 FEC ELEC PANEL B A300 B A300 10'-10" 1'-11" ±47'-7 1/4" ±4 3 ' - 3 1 / 2 " FV ±3 5 ' - 4 1 / 2 " 23'-7" 18 ' - 8 1 / 2 " 23 ' - 1 1 3 / 4 " ACCESSIBLE BOTTLE FILLER DF & BOTTLE FILLER CUSTODIAN 118 CHALK BOARD OFIC TV MONITORS OFIC TV MONITORS PLAM COUNTER AND BASE CABINETS, 34" AFF, TYP /D C B A A7201 /D C B A A7202 NORTHENLARGED RAMP AND LANDING PLAN21/4" = 1'-0" 3' - 7 1 / 2 " 8' - 6 " 5'-1 3/4" 5'-6" Ø 5 ' - 0 " Ø 5 ' - 0 " 4'-6" 1' - 0 " 6' - 0 " 4' - 3 " DN DN LANDING LANDING DN LANDINGDN DN DN 14 ' - 0 " 8' - 6 " 3' - 6 " 3' - 9 " 5'-8" 6'-0" Ø 5 ' - 0 " Ø5'-0 " 3'-8" 42" HIGH GALV GUARDRAIL HANDRAIL EXTENSION CONC PATIO WALL TYPESA1 1/2" = 1'-0" WALL TYPE NOTES: 1.WHERE SIM IS NOTED, GWB IS ON ONE SIDE OF WALL ONLY. 2.TO MAINTAIN ACOUSTICAL RATINGS WALL ASSEMBLIES NEED TO BE CONTINUOUS FROM FLOOR TO CEILING OR UNDERSIDE OF THE DECK. 3.ACOUSTICAL SEALANT MUST BE APPLIED AT THE BASE AND TOP OF THE FIRST LAYER OF GWB ON BOTH SIDES OF EACH WALL ASSEMBLY TO PREVENT SOUND LEAKAGE. THIS SHOULD BE COMPLETED IN ACCORDANCE WITH ASTM STANDARD C919 BY USING A DOUBLE BEAD OF ACOUSTICAL SEALANT UNDER THE FLOOR AND CEILING TRACKS AND AT THE INTERSECTION OF WALLS AND WINDOW FRAMING. 4.ALL PENETRATIONS IN THE WALL INCLUDING OUTLETS, DUCTS, AND PIPING SHOULD BE CAULKED AIRTIGHT WITH ACOUSTICAL SEALANT. 5.SEE ALSO FINISH SCHEDULE FOR FLOOR FINISH ALTERNATE BID ITEMS. 3 3 1 2 2 4 10'-9 3/4" 5'-10" 4' - 3 " 3' - 7 1 / 2 " 4' - 1 1 / 2 " 4' - 4 1 / 2 " CO N C VC T SV CONC SV CONC CONC VCT RELOCATED OH DOOR 12 1 A 121B 11 7 11 8 11 9 120A 12 0 B (E)CONF 102 R-A S-A ALT NO. 4 UPPER CABINETS, ALT NO. 3 1 A600 3 SIM 2 A101 ALIGN FINISH RELOCATED FRAME AND DOOR EQ EQ EQ EQ 5'-1 1/2" 6'-0" 5' - 0 " 8' - 0 " 5' - 1 1 / 2 " 4' - 6 " 5' - 3 " KITCHEN EQUIP, OFIC PATCH/REPAIR (E)WALL, PROVIDE OSD TO MATCH EXISTING AS REQ'D FFE: 340.50 1 A470 3' - 6 " ELECTRIC COOK TOP W/ HOOD ABOVE DOUBLE OVENS CONDENSING UNIT, SEE MECH CONC RAMP AND STAIR W/ HANDRAILS EXISTING TO REMAIN AREA OF WORK (5) RISERS, 4 TREADS (5) RISERS, 4 TREADS GALV HANDRAIL, TYP GALV GUARD RAIL GALV HANDRAIL, TYP CONC LANDING CONC LANDING SEE MECH AND ELEC FOR HOSE BIB AND OUTLETS CONC RAMP, SLOPE 1:12 MAX, SEE CIVIL FOR GRADES CONC LANDING 1'-0" 1' - 0 " 1'-0" 1' - 0 " 1' - 0 " 1'-0" 1'-0" 1'-0" 1' - 0 " Ø 5 ' - 0 " LANDING 4'-11 3/4" ISLAND, SEE 3/A720 FEC (E)FE 54321 A B C OSOS OS VS VS VSVS 8" MAX NOTES: 4 5 ° M A X . 4 5 ° MAX. 45°MAX. 45° MA X . 2" STABILIZER BAR OR OTHER SUITABLE SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART MAIN BEAM OR CROSS TEE PERIMETER ANGLE MOLDING 2 1/2" x 25 GA STEEL STUD COMPRESSION POST #12 HANGER WIRE (TYP) CROSS TEE MAIN BEAM 1.PROVIDE SEISMIC BRACING @ 12'-0" O.C. EACH WAY. 2.PROVIDE WIRE HANGERS @ EACH CORNER OF LIGHT FIXTURES. 3.PROVIDE WIRE TIES TO MAIN BEAM @ 4'-0" O.C. EA. WAY. 4.REFER TO NWCB INFORMATION BULLETIN 401 FOR FURTHER INFORMATION 5.BASIS OF DESIGN: CERTAINTEED, SYMPHONY 75 (m HIGH NRC), TEGULAR 2x4 GRID, WHITE 3/8" MIN PERIMETER TRIM, WRAPS AROUND (E)BENT FRAME, PROVIDE 1/4" MIN CLEARANCE FROM EDGE OF FRAME, PROVIDE INSIDE AND OUTSIDE CORNER SPLICES 1/4" TYP 1/ 4 " TY P (E)BENT FRAME A151 REFLECTED CEILING PLAN JOB NO. DATE REVISIONS DRAWN BY 2024-010 JML 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 Ye l m C o m m u n i t y S c h o o l s TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 NORTHREFLECTED CEILING PLAN11/8" = 1'-0" 1 9'-0" CEILING TYPE CEILING ELEVATION REFECTED CEILING PLAN LEGEND: 1.5/8" GYPSUM CEILING, PAINTED 2.2x4 SUSPENDED ACOUSTICAL CEILING GRID & PANELS 3.OPEN TO STRUCTURE 2x4 LAY IN LIGHT FIXTURE SUSPENDED LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE HVAC RETURN OR SUPPLY GRILL EMERGENCY EGRESS LIGHT FIXTURE W/ 90 MIN. BATTERY POWER RECESSED CAN LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE TRACK LIGHT FIXTURE ILLUMINATED EXIT SIGN EXHAUST FAN 2 10'-0" 1 9'-0" 1 9'-0" 3 SLOPES 3 SLOPES CEILING CASSETTES PER MECH, TYP SUPPLY, PER MECH, TYP FRESH AIR EXHAUST, PER MECH, TYP DOAS UNIT, PER MECH (E)Z GIRTS, ROOFING PANELS (E)COILING DOOR, RELOCATED HALL 116 WOMENS 117 A A300 A A300 B A300 B A300 STORAGE 121 MENS 119 BREAK ROOM 120 CUSTODIAN 118 MINI-SPLIT UNIT PER MECH MINI-SPLIT UNIT PER MECH (E)CONF 102 TYP ACT DETAIL23" = 1'-0" TRIM AROUND BENT FRAME33" = 1'-0" 3 A151 LIGHT FIXTURES, PER ELEC,TYP HOOD CENTERED OVER COOK TOP RELOCATED (E)LIGHT FIXTURES, PER ELEC NEW WATER LINES, SEE MECH RELOCATED HEATERS, SEE MECH 54321 A B C X1 1/2" MIN 1" 4" 8" M I N 4" 1" 1" MIN ROOF PIPE PENETRATION FULL BED OF SEALANT AROUND PIPE BETWEEN PIPE & FLASHING, SLOPE TOP TO SHED WATER STAINLESS STEEL DRAWBAND SHEET METAL FLASHING UMBRELLA/COLLAR SHEET METAL PIPE SLEEVE CONT SOLDERED OR WELDED JOINT SHEET METAL FLANGE UNDERLAYMENT &SLIPSHEET ROOF SHEATHING STANDING SEAM BEYOND SHEET METAL ROOFING PANEL WATERPOOF RIVETS WITH SEALED HEADS @ 3" OC MAX TWO CONT BEADS OF SEALANT ALL AROUND FLANGE A190 ROOF PLAN JOB NO. DATE REVISIONS DRAWN BY 2024-010 JML 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 Ye l m C o m m u n i t y S c h o o l s TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 NORTHROOF PLAN11/8" = 1'-0" (E)METAL ROOF PANEL (E)TRANSLUCENT ROOFING PANEL, INFILL W/ METAL ROOF PANEL, TYP OF (12) TOTAL AREA OF WORKEXISTING NO WORK (E ) S L O P E 1: 1 2 (E ) S L O P E 1: 1 2 (E)RIDGE A A300 A A300 B A300 B A300 VENT PIPE, PER MECH ROOF HOOD, PER MECH ROOF HOOD, PER MECH NEW CONC STAIR AND RAMP BELOW, SEE A101 FOR ALT NO. 1 PIPE PENETRATION23" = 1'-0" 2 A190 5 4 3 2 1 C B A A 5 A200 EXTERIOR ELEVATIONS JOB NO. DATE REVISIONS DRAWN BY 2024-010 JML 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 Ye l m C o m m u n i t y S c h o o l s TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 NORTH ELEVATION11/8" = 1'-0" EAST ELEVATION21/8" = 1'-0" EAST ELEVATION ALT NO. 141/8" = 1'-0" NORTH ELEVATION ALT NO. 131/8" = 1'-0" NEW HM DOOR AND FRAME REMOVE/REPLACE METAL WALL PANEL AS REQ'D CONDENSING UNIT, PER MECH CONC RAMP, AND HANDRAILS CONC STAIR AND HANDRAILS CONC RAMP, AND HANDRAILS CONC PATIO, AND GUARD RAILS CONC STAIR AND HANDRAILS CONDENSING UNIT BEYOND, PER MECH (E) METAL SIDING 12 1 12 1 REPLACE TRANSLUCENT ROOF PANELS WITH METAL ROOFING, SEE ROOF PLAN FOR LOCATIONS A A300 B A300 1 A300 340.50 FF 338.08 GRADE LIGHT FIXTURE, PER ELEC C B A EXIT 4 A EXIT A A300 BUILDING SECTIONS JOB NO. DATE REVISIONS DRAWN BY 2024-010 JML 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 Ye l m C o m m u n i t y S c h o o l s TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 SECTIONA1/4" = 1'-0" ±1 1 ' - 4 1 / 2 " 10 ' - 0 " SECTIONB1/4" = 1'-0" B A300 A A300 STORAGE 121 WOMENS 117 MENS 118 BREAK ROOM 120 BREAK ROOM 120 REF REFBOTTLE FILLER 9' - 0 " 10 ' - 0 " POWER AT ISLAND, PROVIDE GROMMETS PLAM UPPER CABINETS, ALT NO. 3 EXISTING BENT FRAME EXISTING METAL ROOFING, EXISTING RIGID INSULATION PANELS, NEW R-60 BATT INSULATION, VAPOR BARRIER ACOUSTICAL CEILING GRID AND PANELS EXISTING STEM WALL AND FOUNDATION 2' - 1 0 " 5/8" GWB OVER EXISTING EXTERIOR WALL STC RATED WALL SEE WALL TYPES STC RATED WALL SEE WALL TYPES WALL FURRING OVER EXISTING EXTERIOR WALL PROVIDE DEFLECTION TRACK AT TOP OF WALL PER STRUCT, TYP GYP GYP EXISTING GIRTS BEHIND GWB EXISTING CONC SLAB RB EXISTING STL BENT FRAME ACT PERIMETER ANGLE TRIM AROUND FRAME OVEN OVEN COOK TOP PTD SD OPEN DW OFIO SMALL APPLIANCES, TYP HM FRAME AND RELITES CONC STAIR BEYOND WITH HANDRAILS STL BEAM BEYOND, PER STRUCT MTL STUDS SISTERED TO EXISTING Z GIRTS, PER STRUCT 12 1 12 1 (E)GRADE, SEE CIVIL ALT NO. 1 SECTION11/4" = 1'-0" 2 A470 3 A470 POSTS EMBEDMENT, BEYOND 1/2" DIA GALV STL PICKETS @ 4" OC MAX 1 1/2" DIA GALV STL GUARDRAIL (E)GRADE, SEE CIVIL 3' - 6 " ASPHALT, SEE CIVIL PATIO LANDING, SEE CIVIL FOR SLOPES, SEE STRUCT FOR REINFORCING RAMP LANDING EXISTING STEM WALL AND FOUNDATION FOOTING, SEE STRUCT 1 1/2" DIA GALV STL HAND DRAIL STL BEAM, PER STRUCT CONC RAMP WITH HANDRAILS SEE STRUCT FOR CLNG FRAMING FEC EXISTING CONC PLINTH TO REMAIN HOOD, SEE MECH 1 1/2" DIA GALV GUARDRAIL CONC LANDING, SEE STRUCT AND CIVIL CONC FOUNDATION PER STRUCT 1/2" DIA GALV VERTICAL PICKETS @ 4" OC MAX EMBED 1'-0" MIN 1' - 0 " 1/2" DIA GALV VERTICAL POST @ 5'-0" OC MAX, EMBED INTO CONC STEM WALL SLEEVE 3' - 6 " 3" 3 1 / 2 " CONC RAMP, LANDING, OR STAIR, SEE STRUCT AND CIVIL CONC FOUNDATION PER STRUCT EMBED 1'-0" MIN 1' - 0 " 1/2" DIA GALV VERTICAL POST @ 5'-0" OC MAX, EMBED INTO CONC STEM WALL, SLEEVE 2' - 1 0 " H A N D R A I L (3 4 " M I N - 3 8 " M A X ) WH E R E O C C U R S 1 1/2" Ø PIPE HANDRAIL, WHERE OCCURS 1/2" DIA BRACKET WELDED AT EACH VERTICAL POST 1 1 / 2 " 3" EDGE PROTECTION AT RAMP, SEE EXT ELEVATIONS 3 1 / 2 " A 7" MA X 1 1/2" DIA GALV STL HANDRAIL AND POST 3"8" 2' - 1 0 " 9 1 / 2 " 1' - 0 " 1'-0" CONC STAIR W/ 1/2" RADIUS, SEE STRUCT FOR REINFORCEMENT 11" TYP 1" (E)ASPHALT ASPHALT, SEE CIVIL HANDRAIL EXTENSION, RETURN TO POST POSTS EMBEDMENT, BEYOND 4" 3" EQ EQ 3" (E)FOUNDATION CONC LANDING 8" DIA. BOTTOM RAIL, FTG. EMBED POST 12", TYP. 1 1/2" DIA GALV STL PIPE HANDRAIL 1/2" DIA GALV BRACKET 1 1 / 2 " CL R 3/4"3/4" GALV CAP AT EA POST, EASE EDGES A470 MISCELLANEOUS EXTERIOR DETAILS JOB NO. DATE REVISIONS DRAWN BY 2024-010 JML 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 Ye l m C o m m u n i t y S c h o o l s TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 GUARDRAIL SECTION21" = 1'-0" HANDRAIL SECTION31" = 1'-0" EXTERIOR STAIR SECTION11/2" = 1'-0" HANDRAIL DETAIL43" = 1'-0" 340.50 FF 338.08 GRADE 4 A470 FLUSH A DOOR TYPES VISION B HALF LITE C 8"8"8" 1'-8" 8" 2' - 1 0 " 1' - 5 " 3' - 6 " 2' - 1 " 3' - 6 " FULL LITE D 8"8" 1'-8" 8" 5' - 4 " 1' - 0 " T TT IT @ EXT DOOR S-A BASIS OF DESIGN: KAWNEER TRIFAB 451T FINISH: CLEAR ANODIZED ALUMINUM U-VALUE: 0.40 / SHGC: 0.40 7' - 0 " 3'-4"3'-0"3'-2"3'-4" 4" ADD ALT NO. 4 TEMPERED GLASS T T TT A HM 2" 7' - 0 " B HM WITH RELITE 7' - 0 " 2" TYP 12'-10" 3'-4"3'-0"3'-2"3'-4" 4" TTT HOLLOW METAL DOOR FRAME, FULLY WELDED, FULLY GROUTED WITH REINFORCED ANCHORS, PAINT FRAME HEAD FLASHING W/ HEMMED EDGE 1/4" BACKER ROD AND SEALANT (E)METAL SIDING, REMOVE, MODIFY AND RE-INSTALL 4" SEE WALL TYPES HOLLOW METAL DOOR FRAME JAMB FLASHING W/ HEMMED EDGE, MATCH ADJ EXISTING SHAPE AND FINISH, TYP 1/4" BACKER ROD AND SEALANT THRESHOLD BELOW (E)METAL SIDING, REMOVE, MODIFY AND RE-INSTALL ±1 " FV SEE WALL TYPES 1/ 4 " EXPANSION JOINT DOOR SWEEP CONC LANDING OR PATIO DOOR AS SCHEDULED THRESHOLD FLOOR FINISH AS SCHEDULED (E)CONC SLAB AND FOUNDATION EQ.EQ. VERIFY THROAT DEPTH 5/ 8 " 2" 1/2"3" FINISH MATERIAL OR WAINSCOT PER FINISH SCHEDULE SEE WALL TYPES FOR CONST HEADER AT HEAD CONDITION TYPICAL DISTANCE FROM ADJACENT WALL MEASURE TO FACE OF STUD, UNO ON PLANS HOLLOW METAL DOOR FRAME, FULLY WELDED, FULLY GROUTED WITH REINFORCED ANCHORS, PAINT FRAME DOOR PER SCHEDULE ACOUSTIC DOOR SEAL SYSTEM ATTACHED TO DOOR FRAME PER MFR WHERE OCCURS. SEE DOOR SCHEDULE 2" BREAK ROOM SIDE EQ.EQ. VERIFY THROAT DEPTH 5/ 8 " 1/2" FINISHES PER FINISH SCHEDULE HEADER AT HEAD CONDITION, SEE STRUCT REMOVABLE HM STOP ON ROOM SIDE GLAZING - SET IN SEALANT SEE WALL TYPES FOR CONSTRUCTION SELANT, TYP HOLLOW METAL RELITE FRAME, FULLY WELDED, FULLY GROUTED WITH REINFORCED ANCHORS, PAINT FRAME 1/4" BACKER ROD AND SEALANT ALUM SF SEALANT METAL CORNER BEAD JAMB BEYOND SEE WALL TYPES FOR CONSTRUCTION 1/4" BACKER ROD AND SEALANT ALUM SF (E)COILING DOOR AND FRAME, RE-INSTALLED, PROVIDE BLOCKING HALL SIDE SEE WALL TYPES FOR CONSTRUCTION A500 DOOR SCHEDULE AND DETAILS JOB NO. DATE REVISIONS DRAWN BY 2024-010 JML 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 Ye l m C o m m u n i t y S c h o o l s TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 DOOR SCHEDULE DOOR FRAME HARDWARE GROUP DETAIL COMMENTS DOOR SIZE (WxH)TYPE MATERIAL FINISH TYPE MATERIAL FINISH GLAZING HEAD JAMB SILL FIRST FLOOR 117 3'-0" x 7'-0"A HM PNT A HM PNT - 118 3'-0" x 7'-0"A HM PNT A HM PNT - 119 3'-0" x 7'-0"A HM PNT A HM PNT - 120A 3'-0" x 7'-0"C HM PNT C HM PNT -EXIT DOOR 120A 3'-0" x 7'-0"D ALUM FF S-A ALUM FF T ALT NO. 4 120B 3'-0" x 7'-0"B HM PNT B HM PNT -EXIT DOOR 121A 3'-0" x 7'-0"(E)(E)HM PNT A HM PNT -(E)HM DOOR AND FRAME RELOCATED 121B 3'-0" x 7'-0"(E)(E)--(E)PNT -(E) OH COILING DOOR RELOCATED DOOR TYPESA1/4" = 1'-0" STOREFRONT TYPE - ALT NO. 5C1/4" = 1'-0" FRAME TYPESB1/4" = 1'-0" EXT HM DOOR HEAD13" = 1'-0" EXT HM DOOR JAMB53" = 1'-0" EXT HM DOOR THRESHOLD23" = 1'-0" TYP INT HM DOOR JAMB HEAD SIM63" = 1'-0" TYP INT HM RELITE JAMB HEAD SILL SIM33" = 1'-0" S-A HEAD DETAIL ALT NO. 543" = 1'-0" S-A SILL DETAIL ALT NO. 583" = 1'-0" (E)OH COILING DOOR HEAD73" = 1'-0" /A5006 /A5006 /A5006 /A5006 /A5006 /A5006 /A5006 /A5003 /A5004 /A5008 /A5001 /A5002/A5005 /A5006 /A5006 /A5007 DOOR SCHEDULE NOTES: 1.DOOR DESIGNATIONS GENERALLY CORRESPOND TO ROOM NUMBERS WHERE THEY ARE LOCATED. 2.DIMENSIONS FOR GLAZING ON DOOR TYPES INDICATE CLEAR OPENING GLASS SIZE. 3.ALL DOORS SHALL BE FIRE-RATED AS NOTED ON SCHEDULE; RATING APPLIES TO BOTH DOOR AND FRAME. 4.ALL INTERIOR DOORS SHALL BE UNDERCUT ½” MAXIMUM UNO. 5.ALL EXTERIOR DOORS SHALL HAVE METAL THRESHOLDS AND WEATHER STRIPPING ALL AROUND, UNLESS OTHERWISE NOTED. 6.ALL HOLLOW METAL DOORS ARE TYPICALLY 1-3/4” THICK UNLESS OTHERWISE NOTED ON THE DOOR SCHEDULE. 7.ALL HOLLOW METAL DOORS SHALL BE INSULATED. 8.METAL GLASS STOPS AT ALL GLAZED METAL SHALL HAVE THE SAME PROFILE AND SIZE. ALL GLAZED OPENINGS IN DOORS TO BE GLAZED WITH FLUSH STOPS. 9.GROUT ALL HOLLOW METAL DOOR FRAMES. 10.ALL DOORS SHALL HAVE 3 SILENCERS AT STRIKE SIDE OF JAMB. PROVIDE 2 ADDITIONAL DOOR SILENCERS AT HEAD OF DOUBLE DOORS. 11.DOOR FRAME CONSTRUCTION GIVEN IN DOOR SCHEDULE OVERRIDES THAT GIVEN ON DETAILS IF THEY CONFLICT. 12.DOOR FRAME THROAT SIZE SHALL CONFORM TO PROPER WALL TYPE, SHOULD CONFLICT WITH DETAILS OCCUR. ALL WALL THICKNESSES SHALL BE VERIFIED FOR THROAT DIMENSION. 13.WHEREVER METALS OF DIFFERENT GALVANIC RANGE ARE TO BE IN CONTACT, SUCH AS ALUMINUM THRESHOLDS AND HOLLOW METAL DOOR FRAMES, ETC., PROVIDE INDUSTRY APPROVED SEPARATION BY BITUMINOUS PAINT COATS OR OTHER APPROVED METHOD AS APPROVED BY ARCHITECT. ELEVATION DOORWAY ELEVATION ELEVATIONELEVATION 29 " M I N . CL E A R 34 " M A X . RI M 40 " M A X . T O GL A S S / O E R A T O R 54 " M A X . 60 " M A X . 27 " M I N . 29 " M I N . CL E A R 34 " M A X . RI M ELEVATION TOP OF SPOUT 27 " M I N . 36 " M A X . 38 " - 4 3 " TOP OF SPOUT ADA SIGNAGE ON LATCH SIDE INSULATE TAILPIECE INSULATE TAILPIECE STANDING UNIT WHEEL CHAIR UNIT KNEE SPACE FPD 40 " FEMININE PRODUCT DISPENSER ELEVATION PLAN ELEVATION 2' - 6 " M I N . CL R . 4'-0" MIN. CLR.1' - 5 " MA X . 44 " M A X . FL U S H C O N T R O L PAPER TOWEL DISPENSER (PTD) SOAP DISPENSER (SD) MIRROR CENTER OVER SINK(S) HAND DRYER 48 " M I N . WA I N S C O T WIDTH PER INT. ELEV. WIDTH PER INT. ELEV. 7' - 0 " U. N . O . H'xW' TACK BOARD (TB) H'xW' CHALK BOARD (CB) TRAY ELEVATIONELEVATION 4' - 0 " U. N . O . TR TRASH RECEPTACLE 3' - 4 " M A X ELECTRIC HAND DRYER 3' - 4 " M A X EHD PTD PAPER TOWEL DISPENSER 2' - 3 " FEMININE PRODUCT DISPENSER TOP OF CABINET OR F.E. ACCESSIBLE URINAL LAVATORY DRINKING FOUNTAINS FIRE EXTINGUISHER, FE BRACKET SIM SIGNAGE ELEVATION ELEVATION ELEVATION CL CL 17" MIN SIDE ELEVATIONPLAN 36" MIN.7" 42" MIN. 42 " M I N . 12 " MI N . 1'-7" MIN. 39 " - 4 1 " 12" MIN. 24" MIN. 33 " - 3 6 " 39 " - 4 1 " 18 " MI N . 17 " - 1 9 " T. O . S . 12" MAX. 42" MIN. 54" MIN. 39"- 41" 48 " M A X . T. P . D I S P E N S E R OP E R A T O R OPEN ON SIDE OF FLUSH HANDLE 1 1 / 2 " MI N . 36" MAX 24" MIN 18 " MI N . TOILET PAPER DISPENSER 42" MAX 24" MIN SIDE ELEVATION ACCESSIBLE WATER CLOSET - PROTRUDING DISPENSER 60" MIN. 56 " M I N AT W A L L M O U N T E D U N I T 59 " M I N . AT F L O O R M O U N T E D T O I L E T ACCESSIBLE WATER CLOSET 42" MIN. 1'-8" 16"-18"2'-1" TOILET SEAT COVER DISPENSER FRONT 1 1 / 2 " M I N . 2" 4 A EAST TSCD TSCD TSCD SD A NORTH C SOUTH PTD CC SOUTH WEST OPEN TO BEYOND TOILET PARTITIONS, TYP GRAB BARS, TYP EPOXY PNT, TYP SVC, TYP 2'X3' MIRRORS, CENTERED OVER SINK, TYP LAVLAV WCWCWC HM DOOR AND FRAME, PNT, TYP B D SS CG 4' - 0 " A NORTH EAST C SOUTH PTD CC SOUTH TSCD SD WEST OPEN TO BEYOND LAVLAV WC TOILET PARTITIONS, TYP B D EPOXY PNT, TYP SVC, TYP TOILET PARTITIONS, TYP GRAB BARS, TYP SS CG 4' - 0 " PLAM BACK SPLASH, 4'-0" HIGH A NORTH EAST SOUTH WEST B C D PNT, TYP MOP SINK RB, TYP PLAM BACK SPLASH A600 ENLARGED PLAN AND ELEVATIONS JOB NO. DATE REVISIONS DRAWN BY 2024-010 JML 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 Ye l m C o m m u n i t y S c h o o l s TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 NORTHENLARGED FLOOR PLAN11/4" = 1'-0" TYP MOUNTING HEIGHTSA1/4" = 1'-0" 23 ' - 5 3 / 4 " 6' - 4 1 / 4 " 2'-9 3/8"4'-0" 7'-3 3/8"8'-6"7'-9 3/8" 3'-9 3/8"4'-0" 10'-3 7/8"1'-11"±10'-9 7/8" 1' - 6 " 5' - 1 " 3' - 1 " 2' - 9 1 / 2 " 2' - 8 " 1' - 6 " 5' - 0 " 3' - 1 " 3' - 1 " 5' - 5 1 / 2 " FDFD WCWC WC WC LAV LAV LAV LAV WC WC SDSD PTD Ø5'-0" Ø5' - 0 " Ø5' - 0 " Ø 5 ' - 0 " 1' - 4 " 4" MA X CL NEW WALL CENTER LINE, ALIGN TO CENTER OF (E)BENT FRAME 2'-0" X 2'-0" CONCRETE BLOCK OUT, SLOPE TO FLOOR DRAIN, TYP WOMENS 117 MENS 119 ACCESSIBLE DF & BOTTLE FILLER CUSTODIAN 118 3 2 4 11 7 11 8 11 9 4 4 4 SIM 3 SIM 12" MIN CLR WOMENS 117 INTERIOR ELEVATIONS21/4" = 1'-0" MENS 119 INTERIOR ELEVATIONS41/4" = 1'-0" CONC SLAB INFILL AT AREA OF TRENCHING, SEE STRUCT 2' - 0 " PTD /D C B A A6002 /D C B A A6004 / CC A6004/ CC A6002 CUSTODIAN 118 INTERIOR ELEVATIONS31/4" = 1'-0"/D C B A A6003 DF SS 4'-0"HIGH CORNER GUARD, TYPCG CGCG CONC SLAB INFILL AT AREA OF TRENCHING, SEE STRUCT SLOPE BLOCK OUT TO DRAIN 4 A700 TYP 54 A B C FINISHED WALL SURFACE AS SCHEDULED WALL SURFACE TO BE SMOOTH AND FLAT TO FLOOR 4" RUBBER BASE FINISH AS SCHEDULED SV FLOORING INSTALLED PER MFR WAINSCOT AS SCHEDULED CONTINUOUS COVE CAPPING STRIP INSTALLED PER MFR CONTINUOUS COVE BACKING STRIP INSTALLED PER MFR 6" 3" 1 1/2" 1/ 2 " PLAM WAINSCOT OVER GWB SS FLASHING WITH HEMMED EDGE MOP SINK PER MECH SEALANT PEMKO 173 ALUM TRANSITION STRIP SCREWED TO FLOOR VCT OR SVCONC BREAK 8" 8" TWO LINES OF 5/8" HIGH RAISE CHARACTERS BRAILLE (SAME AS TEXT) TYPE A QUANTITY: SEE SCHEDULE ROOM 48 " M I N A. F . F . 60 " M A X A. F . F . 8" LINE 1 PICTOGRAM - INTERNATIONAL MAN OR WOMAN SYMBOL PICTOGRAM - INTERNATIONAL HANDICAPPED ONE LINE OF 5/8" HIGH RAISED CHARACTERS BRAILLE (SAME AS TEXT) TYPE B QUANTITY: SEE SCHD'L 8" 49 " ( 6 0 " M A X ) A. F . F . 1" 6" C L E A R MAXIMUM 8" 8" THREE LINES OF 5/8" HIGH RAISE CHARACTERS BRAILLE (SAME AS TEXT) TYPE C QUANTITY: SEE SCHEDULE OCCUPANCY 48 " M I N A. F . F . 60 " M A X A. F . F . 132 A700 FINISH & SIGNAGE SCHEDULE, PLAN AND DETAILS JOB NO. DATE REVISIONS DRAWN BY 2024-010 JML 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 Ye l m C o m m u n i t y S c h o o l s TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 PLAM 1 @ COUNTER TOPS PLAM 2 @ CABINET FACE 11'-0" FINISH SCHEDULE ROOM #ROOM NAME FLOOR BASE WALLS CEILING COMMENTS NORTH EAST SOUTH WEST FIRST FLOOR 116 HALL SCONC RB PNT1 PNT1 PNT1 PNT1 OTS 117 WOMENS SV SVC PNT2 PNT2 PNT2 PNT2 GYP EPOXY WALL PAINT 118 CUSTODIAN SCONC RB PNT1 PNT1 PNT1 PNT1 GYP 119 MENS SV SVC PNT2 PNT2 PNT2 PNT2 GYP EPOXY WALL PAINT 120 BREAK ROOM VCT RB PNT1 PNT1 PNT1 PNT1 ACT 120 BREAK ROOM PCONC RB PNT1 PNT1 PNT1 PNT1 ACT ALT NO. 2 121 STORAGE SCONC RB PNT1 PNT1 PNT1 PNT1 OTS SV SCONC SV SCONC EQ 3'-0" 6'-0" 4' - 0 " 2'-0" FLOOR FINISH LEGEND: SCONC VCT 1 VCT 2 VCT 3 SV 1 2'-0" 8' - 0 " EQ 4' - 0 " 8' - 0 " EQ EQ NORTHFINISH FLOOR PLANA1/8" = 1'-0" HALL 116 STORAGE 121 WOMENS 117 MENS 119 BREAK ROOM 120CUSTODIAN 118 SC O N C VC T 1 (E)CONC SCONC CONC VCT1 RUBBER BASE DETAIL13" = 1'-0" SV COVED BASE23" = 1'-0" FLASHING AT MOP SINK43" = 1'-0" CONC TO VCT33" = 1'-0" PLAQUE SIGNAGE SCHEDULE DOOR TYPE LINE 1 TEXT LINE 2 TEXT LINE 3 TEXT REMARKS 117 B WOMENS 118 A CUSTODIAN 119 B MENS 120A A BREAK ROOM 121A A STORAGE WAREHOUSE 120A C MAXIMUM OCCUPANCY 132 INSIDE ROOM 120B C MAXIMUM OCCUPANCY 132 INSIDE ROOM SIGNAGE SCHEDULE NOTES: 1.ALL LOCATIONS FOR LETTERING FOR SIGNAGE TO BE VERIFIED BY ARCHITECT & OWNER PRIOR TO APPLICATION. VERIFY MOUNTING HEIGHTS. 2.DOOR SIGNS SHALL BE PLACED ON THE ENTRY SIDE (SIDE VIEWED AS YOU ENTER THE ROOM) UNLESS NOTED OTHERWISE. FIELD VERIFY WITH OWNER WHERE LOCATION SEEMS IMPROPER. 3.CONTRACTOR SHALL REVIEW AND VERIFY SPELLING OF EACH SCHEDULED SIGN BEFORE APPLICATION 4.SEE INTERIOR ELEVATIONS FOR ADDITIONAL SIGNAGE NOT LISTED IN SCHEDULE. 5.SEE SPECIFICATIONS AND EXTERIOR ELEVATIONS FOR EXTERIOR SIGNAGE IN THIS PROJECT NOT SHOWN ON SIGNAGE SCHEDULE. 6.SEE SPECIFICATIONS FOR ALL “MAXIMUM OCCUPANT” SIGNAGE, HANDICAP SIGNAGE, INTERNATIONAL TOILET ROOM SYMBOLS, AND OTHER MISCELLANEOUS SIGNAGE NOT LISTED IN SCHEDULE. 7.CONTRACTOR TO VERIFY THAT SIGNAGE, AS SCHEDULED, WILL FIT PROPERLY IN SPACE PROVIDED ON DOOR OR DOOR RELIGHT. CONTRACTOR TO NOTIFY AND COORDINATE ALL CHANGES WITH ARCHITECT PRIOR TO INSTALLATION. 8.LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE-WIDTH-TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. 9.THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH. SIGNAGE TYPESB3" = 1'-0" VC T 1 VC T 3 VCT3 VCT1 VCT2 VCT3 VCT2 VCT1 2' - 0 " 2' - 0 " CL (E)CONC SCONC BA SOUTH EXIT EXIT A NORTH D WEST C B A RB, TYP PLAM COUNTER AND BASE CABINETS, TYP (E)METAL BENT FRAME HM DOOR AND FRAME, PNT, TYP PLAM UPPER CABINETS, ALT NO. 3 COOKTOP HOOD AND DUCT, SEE MECH PNT, TYP CHALKBOARD 14'-0" 4' - 0 " OFIC TV MONITOR OFIC TV MONITOR POWER AND DATA, PER ELEC, TYP PLAM UPPER CABINETS W/ (2)ADJ SHELVES, ALT NO. 3 COOKTOP HOOD AND DUCT, SEE MECH 4" PLAM BACKSPLASH PLAM COUNTER AND BASE CABINETS W/ (1)ADJ SHELF, TYP 2'-6" ALT 1'-0" ALT 2'-6"2'-0" ALT 2'-0" ALT 2'-0" ALT 2'-0" ALT 2'-0" ALT 1'-10" ALT 2' - 0 " 2' - 6 " 1'-0" 2'-6"2'-0"3'-0"2'-1" 1'-8 3/4" 2'-0"2'-0"1'-10" 2' - 2 " 2' - 0 " 2' - 1 0 " 4" HM RELITE AND DOOR, SEE ALSO ALT NO. 5 OFIC REF/FRZ BOTTLE FILLER, SEE MECH DOUBLE OVEN, OFIC PLAM FINISH END COOKTOP, SEE ELEC PTD SD OPEN DW OVEN OVEN 6" 1' - 1 0 " 4" EAST B 2' - 1 0 " 2' - 3 " 2'-0" 7' - 0 " EQ EQ FV FV A NORTH B EAST C SOUTH D WEST HVAC UNIT, PER MECH, TYP LIGHT FIXTURES, PER ELEC, TYP DF, BOTTLE FILLER UNIT, SEE MECH HM RELITE AND DOOR, SEE ALSO ALT NO. 4 PNT, TYP RB, TYP (E)OH COILING DOOR, RE-INSTALLED (E)HM DOOR & FRAME, RE-INSTALLED NEW OPENING, ALIGN HEAD W/ (E)OH DOOR HEAD (E)OH COILING DOOR AND HM DOOR AND FRAME, REMOVED ND RELOCATED HM DOORS AND FRAMES, PNT, TYP SIGNAGE AS SCHEDULED, TYP OPEN TO BEYOND PATCH/REPAIR PW AS REQ'D, MATCH (E)DEPTH AND GRADE WD TRIM AT JAMBS AND HEAD, MATCH (E)ADJACENT TRIM PROFILE AND SIZE +/- 1X3 WD EXIT MINI SPLIT, PER MECH, TYP SS CG 4' - 0 " PNT, TYP PNT, TYP DF, BOTTLE FILLER SS CG FEC B EAST D WEST A NORTH C SOUTH 1'-3"2'-6"2'-6"2'-6"2'-6"1'-3" 12'-6" 2' - 1 0 " 4"2'-0"1'-1" CONCEALED COUNTERTOP SUPPORT BRACKETS @ 24" OC POWER, PER ELEC COORD GROMMETS IN COUNTERTOP W/ RECEPTACLESPLAM COUNTER AND BASE CABINETS W/ (1)ADJ SHELF, TYP GROMMET THROUGH COUNTERTOP, TYP A720 INTERIOR ELEVATIONS JOB NO. DATE REVISIONS DRAWN BY 2024-010 JML 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 Ye l m C o m m u n i t y S c h o o l s TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 BREAK ROOM 120 INTERIOR ELEVATIONS21/4" = 1'-0" HALL 116 INTERIOR ELEVATIONS11/4" = 1'-0" BREAK ROOM 120 ISLAND ELEVATIONS31/4" = 1'-0" AREA DESIGN DEAD LOAD LIVE LOAD PARTITION LOAD CONCENTRATED LOADS CEILING +EQUIPMENT 500# MEZZANINE 40 PSF WITH A MAXIMUM DUST RATIO % PASSING U.S. NO. 200 SIEVE = 2/3 MAX. % PASSING U.S. NO. 40 SIEVE THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI/ASCE STANDARD NO. 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2021 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. CONTRACT DRAWINGS / DIMENSIONS ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAW INGS. REPORT DIMENSIONAL OMISSIONS OR DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL OR CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF STRUCTURAL PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED, SUCH AS WALL CONFIGURATIONS, INCLUDING EXACT DOOR AND WINDOW LOCATIONS, ALCOVES, SLAB SLOPES AND DEPRESSIONS, CURBS, ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING SECTIONS. STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY ARCHITECTURAL DRAWINGS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. VERTICAL LOADS SNOW: (MINIMUM ROOF SNOW LOAD = 25 PSF) Pg = 18 PSF = GROUND SNOW LOAD Pf = 0.7CeCt sPg = FLAT ROOF SNOW LOADI Ps = CsPf = SLOPED ROOF SNOW LOAD I s = 1.0, Ce = 1.0, Ct = 1.0, Cs = VARIES LATERAL FORCES LATERAL FORCES OF THE EXISTING BUILDING ARE TRANSMITTED BY ROD BRACING AT THE ROOF AND GIRTS AT THE WALLS TO STEEL MOMENT FRAMES IN THE TRANSVERSE DIRECTION AND ROD BRACING IN THE LONGIUDINAL DIRECTION. LOADS ARE THEN TRANSFERRED TO FOUNDATIONS BY FRAME ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF THE EARTH AND/OR SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE. A SINGLE BAY OF ROD BRACING HAS BEEN RELOCATED FOR THE SCOPE OF THIS PROJECT. ADDITIONAL STEEL FRAMING HAS BEEN PROVIDED TO MAINTAIN THE ORIGINAL LATERAL LOAD PATH OF THE EXISTING STRUCTURE. NO UPGRADES TO THE EXISTING LATERAL FORCE RESISTING SYSTEM ARE REQUIRED. WIND: THE BUILDING MEETS THE CRITERIA TO USE THE "ENCLOSED, PARTIALLY ENCLOSED, AND OPEN BUILDING OF ALL HEIGHTS PROCEDURE" PER ASCE 7-16. - EXPOSURE CATEGORY = B - BASIC WIND SPEED, (3 SEC. GUST), VULT = 97 MPH - RISK CATEGORY PER IBC TABLE 1604.5 = - TOPOGRAPHIC FACTOR KZT = 1.0 - INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = ± 0.18 PIPES, DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE SHALL CONFORM TO SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. PUBLICATION "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS". SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13. FOUNDATION DESIGN CRITERIA ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR "STRUCTURAL BACKFILL". NATIVE EARTH BEARING SHALL BE SURFACE COMPACTED. AREAS OVER-EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (f'c= 2000 PSI) OR "STRUCTURAL BACKFILL". AREAS DESIGNATED "STRUCTURAL BACKFILL" SHALL BE FILLED WITH APPROVED WELL-GRADED BANKRUN MATERIAL. MAXIMUM SIZE OF ROCK 4". FROZEN SOIL, ORGANIC MATERIAL AND DELETERIOUS MATTER NOT ALLOWED. COMPACT TO AT LEAST 95% OF ITS MAXIMUM DENSITY AS DETERMINED BY ASTM D1557. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT. A COMPETENT REPRESENTATIVE OF THE OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL. PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WATER-SOFTENED FOOTINGS. FREE DRAINING BACKFILL MATERIAL FOR RETAINING & BASEMENT WALLS A CLEAN, FREE DRAINING, WELL GRADED GRANULAR MATERIAL CONFORMING TO ASTM D2487 GW OR SW WHOSE MAXIMUM PARTICLE SIZE DOES NOT EXCEED 3/4" AND WHOSE FINES CONTENT (MATERIAL PASSING THE NO. 200 SIEVE) DOES NOT EXCEED 5%, SEISMIC IMPORTANCE FACTOR, e = 1.0 RISK CATEGORY OF BUILDING PER IBC TABLE 1604.5 = SPECTRAL RESPONSE ACCELERATIONS SS = 1.289 & S1 = 0.465 SITE CLASS PER TABLE 20.3-1 = D (DEFAULT) DESIGN SPECTRAL RESPONSE ACCELERATIONS SDS = 1.031 & SD1 = N/A SEISMIC DESIGN CATEGORY = D I ALLOWABLE SOIL BEARING PRESSURE: 1500 PSF (ASSUMED)* ACTIVE PRESSURE - RESTRAINED: 50 PCF +14H SEISMIC SURCHARGE (ASSUMED) ACTIVE PRESSURE - UNRESTRAINED: 35 PCF +6H SEISMIC SURCHARGE (ASSUMED) PASSIVE RESISTANCE: 200 PCF (INCLUDES F.O.S. ≥ 1.5) (ASSUMED) COEFFICIENT OF FRICTION: .35 (INCLUDES F.O.S. ≥ 1.5) (ASSUMED) *1/3 INCREASE ALLOWED FOR SEISMIC OR WIND LOADING SEISMIC:(ASCE 7-16) GENERAL NOTES DESIGN CRITERIA 300#10 PSF LATERAL FORCE RESISTING SYSTEM: ALL MEMBERS AND CONNECTIONS REFERRED TO AS LATERAL FORCE RESISTING SYSTEM (LFRS) SHALL COMPLY WITH REQUIREMENTS OF THE SEISMIC FORCE RESISTING SYSTEM AND THE WIND FORCE RESISTING SYSTEM SET FORTH IN THE SPECIAL INSPECTION REQUIREMENTS OF IBC SECTION 1704 AND 1705, AND AS NOTED IN THE STATEMENT OF SPECIAL INSPECTIONS. RAIN INTENSITY: RAIN INTENSITY, i = 2 (IN/HR) 5 PSF II II FORMWORK CLASS OF SURFACE PER ACI 347 TABLE 5.3.1 ITEM CLASS OF FINISH ALL SURFACES EXPOSED TO PUBLIC VIEW, U.N.O.A ALL OTHER SURFACES, UNLESS NOTED OTHERWISE C ITEM DESIGN f'c (PSI) (AT 28 DAYS U.N.O.) MAX. W/C RATIO MIN. FLYASH OR SLAG (PCY) AGGREGATE GRADING ASTM AASHTO SLAB ON GRADE - EXPOSED TO WEATHER 5000 0.40 100 57 OR 67 STEM WALLS AND OTHER WALLS EXPOSED TO EARTH OR WEATHER 2500 0.45 100 57 OR 67 CONCRETE EXPOSED TO WEATHER: PROVIDE 5.0% TOTAL AIR CONTENT FOR ALL CONCRETE EXPOSED TO WEATHER. TOTAL AIR CONTENT IS THE SUM OF ENTRAINED AIR PROVIDED BY ADMIXTURES AND NATURALLY OCCURRING ENTRAPPED AIR. AIR CONTENT SHALL BE TESTED PRIOR TO BEING PLACED IN THE PUMP HOPPER OR BUCKET; IT IS NOT REQUIRED TO BE TESTED AT THE DISCHARGE END OF THE PUMP HOSE. THE TOLERANCE ON ENTRAPPED AIR SHALL BE +2.0% AND -1.5% WITH THE AVERAGE OF ALL TESTS NOT LESS THAN THE SPECIFIED AMOUNT. TOTAL CEMENTITIOUS MATERIAL: THE SUM OF ALL CEMENT PLUS FLYASH AND SLAG. AT THE CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT EXCEED 25% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF FLYASH OR SLAG BE LESS THAN REQUIRED BY THE CONCRETE MIX DESIGN TABLE. FOOTING MIXES SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, ALL OTHER MIXES SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, UNLESS NOTED OTHERWISE. MIX DESIGNS: THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE REQUIREMENTS OF THE CONCRETE MIX TABLE. ALL CONCRETE MIXES SHALL BE NORMAL WEIGHT, UNLESS NOTED OTHERWISE. THE MIX DESIGNS SHALL FACILITATE ANTICIPATED PLACEMENT METHODS, WEATHER, REBAR CONGESTION, ARCHITECTURAL FINISHES, CONSTRUCTION SEQUENCING, STRUCTURAL DETAILS, AND ALL OTHER FACTORS REQUIRED TO PROVIDE A STRUCTURALLY SOUND, AESTHETICALLY ACCEPTABLE FINISHED PRODUCT. WATER REDUCING ADMIXTURES WILL LIKELY BE REQUIRED TO MEET THESE REQUIREMENTS. CONCRETE MIX DESIGNS SHALL CLEARLY INDICATE THE TARGET SLUMP. SLUMP TOLERANCE SHALL BE ± 1-1/2 INCHES. FORMWORK STRIPPING: WALLS: WALLS NOT SUPPORTING FRAMING WEIGHT MAY BE STRIPPED AS SOON AS FORMS CAN BE REMOVED WITHOUT DAMAGING THE CONCRETE AND THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 500 PSI. FORMED SURFACES: COLD WEATHER PLACEMENT: 1. COLD WEATHER IS DEFINED BY ACI 306 AS "A PERIOD WHEN FOR MORE THAN 3 SUCCESSIVE DAYS THE MEAN DAILY TEMPERATURE DROPS BELOW 40° F." 2. NO CONCRETE SHALL BE PLACED ON FROZEN OR PARTIALLY FROZEN GROUND. THAWING THE GROUND WITH HEATERS IS PERMISSIBLE. 3. CONCRETE MIX TEMPERATURES SHALL BE AS SHOWN BELOW. HEATING OF WATER AND/OR AGGREGATES MAY BE REQUIRED TO ATTAIN THESE TEMPERATURES. 4. THE CONCRETE MAY REQUIRE PROTECTION FOR 4-7 DAYS AFTER POURING. IF TEMPERATURES REMAIN BELOW FREEZING, INSULATING BLANKET COVERAGE IS REQUIRED. IF TEMPERATURES ARE SLIGHTLY BELOW FREEZING (30° F MIN.) AT NIGHT AND ABOVE FREEZING DURING THE DAY, KRAFT PAPER WITH COMPLETE COVERAGE MAY BE USED IN LIEU OF INSULATED BLANKETS. 5. NO ADDITIVES CONTAINING CHLORIDES SHALL BE USED. USE "POZZUTEC 20+" BY MASTER BUILDERS OR "POLARSET" BY W.R. GRACE OR PRE-APPROVED EQUAL. FOUNDATIONS - UNO 2500 0.50 -- 57 OR 67 ALL OTHER CONCRETE 2500 0.50 -- 57 OR 67 CAST-IN-PLACE CONCRETE CODES, SPECIFICATIONS, AND STANDARDS. CONCRETE WORK SHALL CONFORM TO THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, AND THE STANDARDS AND SPECIFICATIONS THEY REFERENCE. THE CONTRACTOR SHALL OBTAIN AND HAVE READILY AVAILABLE ON SITE THE LATEST VERSION OF THE "ACI MANUAL OF CONCRETE PRACTICE": CONCRETE FLOATING & FINISHING OPERATIONS WATER SHALL NOT BE ADDED TO THE CONCRETE SURFACE DURING FLOATING & FINISHING OPERATIONS. PRE- APPROVED EVAPORATION RETARDER SPECIFICALLY DESIGNED FOR FLOATING & FINISHING OPERATIONS ARE ACCEPTABLE. AGGREGATE: COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C33 CEMENT: CEMENT SHALL CONFORM TO ASTM C150, TYPE II PORTLAND CEMENT OR ASTM C595 - TYPE IL PORTLAND LIMESTONE CEMENT, UNLESS NOTED OTHERWISE. CEMENT IN CONCRETE EXPOSED TO EARTH SHALL BE TYPE II OR TYPE IL-MS. FLYASH: SHALL CONFORM TO ASTM C618 CLASS C OR F, MAXIMUM LOSS OF IGNITION SHALL BE 1.0%. SLAG: GROUND GRANULATED BLAST-FURNACE (GGBF) SLAG SHALL CONFORM TO ASTM C989 GRADE 100 OR 120. ALTERNATE MIX DESIGNS: VARIATIONS TO THE MIX DESIGN PROPORTIONS MAY BE ACCEPTED IF SUBSTANTIATED IN ACCORDANCE WITH ACI 318, CHAPTER 19. PROVIDE SUBMITTALS A MINIMUM OF TWO WEEKS PRIOR TO BID FOR DETERMINATION OF ACCEPTABILITY. ADMIXTURES: ADMIXTURES SHALL BE BY MASTER BUILDERS, W.R. GRACE, OR PRE-APPROVED EQUAL. ALL MANUFACTURER'S RECOMMENDATIONS SHALL BE FOLLOWED. WATER: SHALL BE CLEAN AND POTABLE. MAXIMUM CHLORIDE CONTENT: THE MAXIMUM WATER SOLUBLE CHLORIDE CONTENT SHALL NOT EXCEED 0.15% BY WEIGHT OF CEMENTITIOUS MATERIAL UNLESS NOTED OTHERWISE. CONCRETE PLACEMENT PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER-VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE, THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AND ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE SHALL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. 38554 J YER N KS. L E I FFE A L EOIN EE E P R F O S S GN NI R GTATSN O T AFOE W N IHS U T S R RA T C U L N NE G EE R I Copyright 2015 Tovani Hart All rights reserved.c JOB NO. DATE REVISIONS DRAWN BY C: \ _ R e v i t M o d e l s \ 2 4 2 8 3 Y e l m S D T r a n s p o r t a t i o n R e v i e w R 2 0 2 4 ( C e n t r a l ) _ D a n H - P C S . r v t 8/ 7 / 2 0 2 4 3 : 4 3 : 5 5 P M Author S101 GENERAL NOTES PERMIT SET YE L M C O M M U N I T Y S C H O O L S 20 2 N W S T E V E N S A V E . YE L M , W A 9 8 5 9 7 2024-010 08.07.2024 TR A N S P O R T A T I O N T I STRUCTURAL DRAWING INDEX SHEET NUMBER SHEET DESCRIPTION S101 GENERAL NOTES S102 GENERAL NOTES S103 GENERAL NOTES S201 GRADE LEVEL FRAMING PLANS S202 ROOF AND MEZZANINE FRAMING PLANS S301 CONCRETE DETAILS S401 STEEL FRAMING DETAILS S501 COLD FORMED STEEL FRAMING DETAILS S502 COLD FORMED STEEL FRAMING DETAILS S503 COLD FORMED STEEL FRAMING DETAILS Grand total: 10 CONDITION OF PLACEMENT AND CURING WALLS & SLABS FOOTINGS MIN. TEMP. FRESH CONCRETE AS MIXED FOR WEATHER INDICATED, DEGREES F. ABOVE 30° F. 0° TO 30° F. BELOW 0° F. 60° 65° 70° 55° 60° 65° MIN. TEMP. FRESH CONCRETE AS PLACED AND MAINTAINED, DEGREES F.55° 50° MAX. ALLOWABLE GRADUAL DROP IN TEMP. THROUGHOUT FIRST 24 HOURS AFTER END OF PROTECTION, DEGREES F.50° 40° ITEM CONCRETE CURING NOTES SLABS EXPOSED TO EARTH OR WEATHER 1, (2 OR 3 OR 4), 5 ALL OTHER CONCRETE NONE CONTROL AND CONSTRUCTION JOINTS CONSTRUCTION JOINTS SHALL MEET THE REQUIREMENTS OF ACI 301 SECTIONS 2.2.2.5 AND 5.3.2.6. SPECIAL BONDING METHODS PER SECTION 5.3.2.6 SHALL BE SATISFIED BY ITEM 6 BELOW UNLESS OTHERWISE DETAILED ON THE STRUCTURAL DRAWINGS. WHERE CONSTRUCTION JOINTS ARE NOT SHOWN ON PLAN OR ADDITIONAL CONSTRUCTION JOINTS ARE REQUIRED SUBMIT PROPOSED JOINTING FOR STRUCTURAL ENGINEERS APPROVAL. PROVIDE CONSTRUCTION JOINTS AS INDICATED BELOW UNLESS NOTED OTHERWISE ON THE PLANS: 1. SLABS ON GRADE: PROVIDE CONSTRUCTION AND/OR CONTROL JOINTS AT 16 FEET O.C. MAXIMUM FOR UNEXPOSED SLABS ON GRADE AND 12 FEET O.C. FOR EXPOSED SLABS ON GRADE. COORDINATE JOINTS WITH ARCHITECTURAL DRAWINGS. 2. WALLS: COORDINATE CONSTRUCTION JOINTS WITH ARCHITECTURAL REVEALS. 3. ATTACHMENT OF NEW CONCRETE TO EXISTING: WHERE SHOWN, ROUGHEN CONCRETE TO A MINIMUM AMPLITUDE OF 1/4" USING IMPACT HAMMER. REMOVE ALL LOOSE OR DAMAGED CONCRETE, THOROUGHLY FLUSH ALL SURFACES WITH POTABLE WATER, AIR BLAST WITH OIL FREE COMPRESSED AIR TO REMOVE ALL WATER. HOT OR WINDY WEATHER PLACEMENT HOT WEATHER IS DEFINED BY ACI 305 AS "ANY COMBINATION OF HIGH AIR TEMPERATURE, LOW RELATIVE HUMIDITY, AND WIND VELOCITY, TENDING TO IMPAIR THE QUALITY OF FRESH HARDENED CONCRETE. ACI 305 FIGURE 2.1.5 SHALL BE USED BY THE CONTRACTOR TO ESTIMATE THE RATE OF EVAPORATION. WHEN THE ESTIMATED RATE OF EVAPORATION IS GREATER THAN O.2 PSF/HOUR THE PLACEMENT SHALL BE CONSIDERED A HOT WEATHER PLACEMENT. PRECAUTIONS AGAINST PLASTIC SHRINKAGE CRACKING ARE NECESSARY. PRECAUTIONS TAKEN BY THE CONTRACTOR VARY DEPENDING UPON THE FACTORS ASSOCIATED WITH WATER EVAPORATION AND INCLUDE BUT ARE NOT LIMITED TO: 1. LIMITING CONCRETE TEMPERATURE TO 100°F AT TIME OF PLACEMENT. 2. APPLICATION OF AN EVAPORATION RETARDER. 3. USE OF FOG SPRAY. 4. REDUCTION OF POUR SIZE. 5. PLACING CONCRETE AT NIGHT. EMBEDDED ITEMS 1. NO ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY CONCRETE. 2. ALL EMBED PLATES SHALL BE SECURELY FASTENED IN PLACE. 3. ALL EMBEDDED STEEL ITEMS EXPOSED TO EARTH SHALL BE GALVANIZED. 4. ALL EMBEDDED STEEL ITEMS EXPOSED TO WEATHER SHALL BE PAINTED UNLESS NOTED AS GALVANIZED. SEE DRAWINGS AND SPECIFICATIONS FOR PAINT, PRIMER, AND GALVANIZING REQUIREMENTS. CONCRETE CURING NOTES: 1. WHEN THE ESTIMATED EVAPORATION RATE IS GREATER THAN 0.2 PSF/HOUR PROVIDE A SPRAY APPLIED EVAPORATION RETARDER IMMEDIATELY AFTER CONCRETE PLACEMENT. THE EVAPORATION RATE MAY BE CALCULATED PER ACI 305 FIGURE 2.1.5. 2. PROVIDE PRE-APPROVED CONTINUOUS WET CURE METHOD FOR A MINIMUM OF 14 DAYS. 3. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLASS B SPECIFICATIONS OR ASTM C1315 TYPE 1 CLASS A SPECIFICATIONS, PER MANUFACTURER'S RECOMMENDATIONS IMMEDIATELY AFTER FINAL FINISHING. CURING COMPOUND SHALL BE COMPATIBLE WITH ARCHITECTURAL FLOOR COVERINGS AND SEALERS. 4. PROVIDE "ULTRACURE DOT" MOISTURE RETAINING COVER BY MCTECH GROUP, OR APPROVED EQUAL, FOR A MINIMUM OF 14 DAYS. 5. APPLY A SILANE SEALER WITH MINIMUM SOLIDS CONTENT OF 40% PER MANUFACTURER'S RECOMMENDATIONS. CONCRETE CURING AND SEALING CURING PROCEDURES SHALL COMMENCE IMMEDIATELY AFTER FINISHING CONCRETE TO MAINTAIN CONCRETE IN A MOIST CONDITION. VERIFY CURING AND/OR SEALING PRODUCTS ARE COMPATIBLE WITH FLOOR COVERINGS SHOWN ON THE ARCHITECTURAL DRAWINGS. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. SLABS ARE DEFINED AS SLABS ON GRADE, CONCRETE ON METAL DECK, ELEVATED POST-TENSIONED OR MILD REINFORCED DECKS, AND TOPPING SLABS. POST-INSTALLED ANCHORS: SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO INSTALLING POST- INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS W ITH REBAR. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. INSTALLER SHALL BE QUALIFIED AND TRAINED BY THE MANUFACTURER. HOLES SHALL BE HAMMER DRILLED ONLY (ROTARY DRILLED ONLY AT UNREINFORCED MASONRY - NO HAMMER TOOLS). SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED FOR APPROVAL A MINIMUM OF 2 WEEKS PRIOR TO BID, ALONG WITH CALCULATIONS THAT SHALL BE STAMPED BY A PROFESSIONAL ENGINEER (LICENSED IN THE STATE OF THE PROJECT) DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. POST-INSTALLED ANCHORS CONCRETE ANCHORS: - ADHESIVE ANCHORS: HILTI HIT-HY 200 V3 (ICC-ESR-4868), HILTI HIT-RE 500 V3 (ICC-ESR-3814), DEWALT PURE 110+ (ICC-ESR-3298) OR SIMPSON SET-3G (ICC-ESR-4057) OR PRE-APPROVED EQUAL. *CONCRETE SHALL BE A MINIMUM OF 21 DAYS OLD AT TIME OF INSTALLATION. *CONCRETE SHALL BE IN THE TEMPERATURE RANGE AS REQUIRED BY THE CONCRETE MANUFACTURER. *HOLE SHALL BY HAMMER-DRILLED ONLY. *DO NOT INSTALL IN WATER-FILLED HOLES. *INSTALLER OF HORIZONTAL OR UPWARDLY INCLINED (ANY POSITION EXCEPT DIRECTLY DOWNWARD) ANCHORS SHALL ALSO BE CERTIFIED BY THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM. - EXPANSION ANCHORS: KWIKBOLT TZ2 (ICC ESR-4266) BY HILTI, INC., OR PRE-APPROVED EQUAL. REINFORCING STEEL COVER PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST EARTH ------------ 3" EXPOSED TO WEATHER OR EARTH ------------ 2" REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE, Fy=60 KSI (UNLESS NOTED OTHERWISE) BAR SIZE MINIMUM LAP SPLICE LENGTHS ("Ls") MINIMUM DEVELOPMENT LENGTHS ("Ld")MINIMUM EMBEDMENT LENGTH FOR STANDARD END HOOKS ("Ldh")TOP BARS (1)OTHER BARS TOP BARS (1)OTHER BARS #4 2'-8" 2'-0" 2'-0" 1'-7" 0'-6" #5 3'-4" 2'-7" 2'-7" 2'-0" 0'-8" REINFORCING STEEL SHALL CONFORM TO: ASTM A615, GRADE 60 TYPICAL UNLESS NOTED OTHERWISE. DETAIL FABRICATE AND PLACE PER ACI 315 AND ACI 318. SPLICE TABLE NOTES: 1. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. REINFORCING STEEL WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V-NOTCH (CVN) RATING FILLET 70 KSI ----- PARTIAL PENETRATION 70 KSI ----- COMPLETE PENETRATION 70 KSI 20 FT-LBS @ 40 DEG F WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V-NOTCH (CVN) RATING FILLET 70 KSI 20 FT-LBS @ 0 DEG F PARTIAL PENETRATION 70 KSI 20 FT-LBS @ 0 DEG F COMPLETE PENETRATION 70 KSI 20 FT-LBS @ 0 DEG F DETAILING, FABRICATION AND ERECTION ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 15TH EDITION, THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS JULY 7, 2016, THE AISC CODE OF STANDARD PRACTICE, JUNE 15, 2016 AND THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, JULY 12, 2016. STEEL MEMBERS ARE EQUALLY SPACED BETWEEN COLUMNS AND/OR DIMENSION POINTS UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDES AND JOINT PREPARATIONS THAT INCLUDE BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDES, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, WELD EXTENSION TABS, COPES, SURFACE ROUGHNESS VALUES AND TAPERS OF UNEQUAL PARTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLIANCE WITH ALL CURRENT OSHA REQUIREMENTS. WELD TABS (ALSO KNOWN AS WELD "EXTENSION" TABS OR "RUN OFF" TABS) SHALL BE USED. AFTER THE WELD HAS BEEN COMPLETED THE WELD TABS SHALL BE REMOVED AND THE WELD END GROUND TO A SMOOTH CONTOUR. WELD "DAMS" OR "END DAMS" SHALL NOT BE USED. THE PROCESS CONSUMABLES FOR ALL WELD FILLER METAL INCLUDING TACK WELDS, ROOT PASS AND SUBSEQUENT PASSES DEPOSITED IN A JOINT SHALL BE COMPATIBLE. ALL WELD FILLER METAL AND WELD PROCESS SHALL PROVIDE THE TENSILE STRENGTH AND CHARPY V-NOTCH RATINGS AS FOLLOWS: GRAVITY FRAME LATERAL FORCE-RESISTING SYSTEM MATERIAL PROPERTIES WIDE FLANGE SECTIONS: ASTM A992 (Fy = 50 KSI) OTHER SHAPES AND PLATES: ASTM A36 (Fy = 36 KSI) TYP. U.N.O.; ASTM A572 (Fy = 50 KSI) WHERE INDICATED MACHINE BOLTS (M.B.): ASTM A307, GRADE A WELDED CONNECTIONS INSPECTION: 1. ALL WELDING SHALL BE CHECKED BY VISUAL MEANS AND BY OTHER METHODS DEEMED NECESSARY BY THE WELDING INSPECTOR. 2. THE CONTRACTOR SHALL SUBMIT A WRITTEN WELDING PROCEDURE SPECIFICATION FOR SHOP AND FIELD WELDING OF ALL LATERAL FORCE-RESISTING SYSTEM CONNECTIONS FOR APPROVAL TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION. THE STANDARDS OF ACCEPTANCE FOR WELDS TESTED BY ULTRASONIC METHODS SHALL CONFORM TO AWS D1.1. ALL WELDS FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED BY THE SAME METHODS ORIGINALLY USED, AND THIS REPAIR AND REINSPECTION SHALL BE PAID FOR BY THE CONTRACTOR ADHESIVE ANCHOR RODS: FULLY THREADED ASTM F1554, GRADE 36 UNLESS NOTED OTHERWISE. COLD-FORMED STEEL FRAMING SUBSTITUTION: AT THE CONTRACTOR'S OPTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, DETAILING, FABRICATION AND ERECTION OF THE INTERIOR NON-BEARING COLD- FORMED STEEL FRAMING, NOT OCCURING AT BRICK VENEER, AND THE CONNECTION OF THE COLD-FORMED STEEL FRAMING TO THE STRUCTURE. THE DESIGN AND DETAILING OF THE COLD-FORMED STEEL FRAMING AND CONNECTION TO THE STRUCTURE SHALL BE PREPARED UNDER THE DIRECTION OF AND STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT AND SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO CONSTRUCTION. CARPENTRY: HOLES, COPES OR OTHER CUTS OR MODIFICATIONS OF THE STRUCTURAL STEEL MEMBERS SHALL NOT BE MADE IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. STRUCTURAL STEEL GENERAL REQUIREMENTS ALL STEEL FABRICATION SHALL BE PERFORMED BY A FABRICATOR CERTIFIED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. THE FABRICATOR SHALL BE DESIGNATED AN AISC CERTIFIED PLANT, CATEGORY BU AT THE TIME OF BID AND SHALL MAINTAIN THIS CERTIFICATION FOR THE DURATION OF THE PROJECT. STEEL FABRICATORS COLD-FORMED STEEL FRAMING CONSTRUCTION: THE DESIGN, INSTALLATION AND CONSTRUCTION OF COLD-FORMED CARBON OR LOW-ALLOY STEEL, STRUCTURAL AND NON-STRUCTURAL STEEL FRAMING, SHALL BE IN ACCORDANCE WITH IBC SECTION 2211 AND AMERICAN IRON AND STEEL INSTITUTE (AISI) STANDARD S100-16 AND S240-20 AND SHALL BE MANUFACTURED BY A MEMBER OF THE STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA), CERTIFIED STEEL STUD ASSOCIATION (CSSA), STEEL FRAMING INDUSTRY ASSOCIATION (SFIA), OR PRE-APPROVED EQUAL, IN ACCORDANCE WITH A CURRENT ICC EVALUATION SERVICE REPORT, AISI S202-20 AND S240-20. ALL 54 MIL AND HEAVIER GALVANIZED MEMBERS SHALL BE FORMED FROM STEEL THAT MEETS THE REQUIREMENTS OF ASTM A653, QUALITY SQ, GRADE 50, CLASS 1, FY= 50 KSI. ALL 43 MIL AND LIGHTER GALVANIZED MEMBERS SHALL BE FORMED FROM STEEL THAT MEETS THE REQUIREMENTS OF ASTM A653, QUALITY SQ, GRADE 33, FY=33 KSI. BRIDGING PER MANUFACTURER'S REQUIREMENTS AND AS SHOWN IN THE STRUCTURAL DRAWINGS SHALL BE IN PLACE PRIOR TO PLACING OF ANY CONSTRUCTION LOADS. ALL RUNS SHALL BE RIGIDLY ANCHORED TO END WALLS. FILLET (1) 70 KSI 40 FT-LBS @ 70 DEG F PARTIAL PENETRATION (1)70 KSI 40 FT-LBS @ 70 DEG F COMPLETE PENETRATION (1) 70 KSI 40 FT-LBS @ 70 DEG F (1) DCW LOCATIONS ARE INDICATED IN THE DETAILS. STRUCTURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" AWS D1.1. LATERAL FORCE-RESISTING SYSTEM: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE SEISMIC SUPPLEMENT" AWS D1.8. WELDING CERTIFICATION: ALL WELDING SHALL BE PERFORMED BY W ABO/AWS CERTIFIED WELDERS. WELDERS SHALL BE PREQUALIFIED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE PERFORMING. FINISH: STRUCTURAL STEEL SHALL BE UNPAINTED, UNLESS NOTED OTHERWISE, AND SHALL BE CLEAN OF LOOSE RUST, LOOSE MILL SCALE, OIL, GREASE AND OTHER FOREIGN SUBSTANCES AND SHALL MEET THE REQUIREMENTS OF SSPC-SP1. WHERE STRUCTURAL STEEL IS NOTED TO BE PAINTED, ALL AREAS COMPRISING THE FAYING SURFACES OF BOLTED CONNECTIONS MADE WITH SLIP-CRITICAL TYPE BOLTS (A325SC OR A490SC) SHALL COMPLY WITH THE REQUIREMENTS OF THE RCSC SPECIFICATION. ALL SURFACES WITHIN TWO INCHES OF ANY FIELD WELD LOCATION SHALL BE FREE OF MATERIALS THAT WOULD PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES. FIELD TOUCH-UP OF PRIMED AND PAINTED, SURFACES SHALL BE PERFORMED TO REPAIR COATING ABRASIONS, AS WELL AS TO PROTECT ALL AREAS AT CONNECTIONS. WOOD SHEATHING (STRUCTURAL): SHEATHING SHALL BE PLYWOOD OR ORIENTED STRAND BOARD (OSB). WOOD SHEATHING SHALL BE "STRUCTURAL I" CONFORMING TO PS1-19 AND/OR PS2-18. ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED AS FOLLOWS: FLOORS (48/24) ALL WOOD SHEATHED WALLS SHALL BE BLOCKED AT ALL PANEL EDGES UNLESS NOTED OTHERWISE. BEARING WALL COLD-FORMED STEEL FRAMING: COLD-FORMED STEEL FRAMING MEMBERS SHALL MEET THE TYPE, SIZE AND THICKNESS AS INDICATED ON THE STRUCTURAL PLANS AND SPECIFICATIONS. INTERIOR NON-BEARING WALL, CEILING, SOFFIT, AND OTHER MISC. COLD-FORMED STEEL FRAMING: COLD- FORMED STEEL FRAMING MEMBERS SHALL MEET THE TYPE, SIZE, AND THICKNESS AS INDICATED IN THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS, AND SHALL CONFORM TO THE MINIMUM PERSCRIPTIVE REQUIREMENTS OF THE GYPSUM CONSTRUCTION HANDBOOK BY CGC, INC. FRAMING CONDITIONS THAT EXCEED THE WEIGHT, SPAN OR HEIGHT LIMITATIONS SHALL BE CONSTRUCTED USING APPLICABLE DETAILS ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, DETAILING, FABRICATION AND ERECTION OF ALL COLD-FORMED FRAMING NOT SPECIFICALLY DETAILED IN THE GYPSUM CONSTRUCTION HANDBOOK OR ON THE STRUCTURAL DRAWINGS. THE DESIGN AND DETAILING OF THE COLD- FORMED STEEL FRAMING AND CONNECTION TO THE STRUCTURE SHALL BE PREPARED UNDER THE DIRECTION OF AND SHALL BE STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT AND SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO CONSTRUCTION. POWDER ACTUATED FASTENERS: SHALL BE X-U UNIVERSAL KNURLED SHANK FASTENER BY HILTI OR PRE- APPROVED EQUAL. INSTALL PER ALL MANUFACTURER'S PUBLISHED RECOMMENDATIONS. COLD-FORMED STEEL TO STRUCTURAL STEEL: UNLESS NOTED OTHERWISE, PROVIDE 0.157" SHANK DIAMETER X-U LOW-VELOCITY FASTENER - FASTENER TIP SHALL PENETRATE STRUCTURAL STEEL. COLD-FORMED STEEL TO CONCRETE: UNLESS NOTED OTHERWISE, PROVIDE 0.157" SHANK DIAMETER X-U LOW-VELOCITY FASTENER - EMBED 1-1/2" MINIMUM INTO CONCRETE, UNLESS NOTED OTHERWISE. SLIP CONNECTIONS: THE STEEL NETWORK "VERTICLIP" OR PRE-APPROVED EQUAL. MATCH CLIP WITH STUD SIZE AND THICKNESS. ATTACH PER MANUFACTURER'S REQUIREMENTS. 38554 J YER N KS. L E I FFE A L EOIN EE E P R F O S S GN NI R GTATSN O T AFOE W N IHS U T S R RA T C U L N NE G EE R I Copyright 2015 Tovani Hart All rights reserved.c JOB NO. DATE REVISIONS DRAWN BY C: \ _ R e v i t M o d e l s \ 2 4 2 8 3 Y e l m S D T r a n s p o r t a t i o n R e v i e w R 2 0 2 4 ( C e n t r a l ) _ D a n H - P C S . r v t 8/ 7 / 2 0 2 4 3 : 4 3 : 5 9 P M Author S102 GENERAL NOTES PERMIT SET YE L M C O M M U N I T Y S C H O O L S 20 2 N W S T E V E N S A V E . YE L M , W A 9 8 5 9 7 2024-010 08.07.2024 TR A N S P O R T A T I O N T I STRUCTURAL ENGR.BLDG. DEPT. 1.CONCRETE MIX DESIGNS X X 2.REINFORCING STEEL SHOP DRAWINGS X 3. 4. 5. STRUCTURAL STEEL X X COLD-FORMED STEEL FRAMING X X SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE/SPECIAL INSPECTION SECTION: SHOP DRAWINGS/SUBMITTALS THE FOLLOWING SHOP DRAWINGS/SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. MISCELLANEOUS: PRE-APPROVED SUBSTITUTIONS: SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE BASIS BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED COSTS IN MECHANICAL, SPRINKLER, ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. CONTRACTOR'S STATEMENT OF RESPONSIBILITY X X CONCRETE STATEMENT OF SPECIAL INSPECTIONS: SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND 1705 AND AS NOTED HEREIN. ANCHORS POST-INSTALLED IN HARDENED CONCRETE (MECHANICAL ANCHORS INSTALLED IN ANY DIRECTION AND ADHESIVE ANCHORS INSTALLED DOWNWARD) X ACI 318: 26.7 MFR EVAL REPORT MFR PUBLISHED INSTALLATION INSTRUCTIONS PERIODIC INSPECTION TO INCLUDE A QUANTITY OF 10% WITH A MINIMUM OF (5) ANCHORS INSPECTED PER INSTALLER ON A DAILY BASIS. ANCHORS POST-INSTALLED IN HARDENED CONCRETE (ADHESIVE ANCHORS INSTALLED HORIZONTAL OR UPWARDLY INCLINED) ACI 318: 26.7 MFR EVAL REPORT MFR PUBLISHED INSTALLATION INSTRUCTIONS X INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED X ACI 318: 26.11.1.2(b) TESTING OF MATERIALS IBC 1705.3.2X STRUCTURAL SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES SOILS VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY X IBC 1705.6 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL X PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS X DURING FILL PLACEMENT, VERIFY USE OF PROPER MATERIALS AND PROCEDURES IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED GEOTECHNICAL REPORT. VERIFY DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. X PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY X STEEL CONSTRUCTION VISUAL WELDING INSPECTION AISC 360 CHAPTER N5.4 AISC 341 CHAPTER J6.1 NON-DESTRUCTIVE TESTING OF WELDED JOINTS X AISC 360 CHAPTER N5.5 AISC 341 CHAPTER J6.2 TABLE N5.4-1; TABLE J6.1 TABLE N5.4-2; TABLE J6.2 TABLE N5.4-3; TABLE J6.3 A. INSPECTION PRIOR TO WELDING B. INSPECTION DURING WELDING C. INSPECTION AFTER WELDING X X X OTHER INSPECTION TASKS AISC 360 CHAPTER N5.8 AISC 341 CHAPTER J8 AISC 360 CHAPTER N5.8 AISC 360 CHAPTER N5.8 AISC 341 TABLE J8.1 AISC 341 TABLE J8.1 XA. INSPECT STEEL FRAME FOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.6. STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: » PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. » REVIEW OF TESTING AND INSPECTION REPORTS. » REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. SUSPENDED CEILINGS ANCHORAGE AND SEISMIC BRACING X ABBREVIATION LIST HGR HANGER A.B.ANCHOR BOLT HDR HEADER A.F.F.ABOVE FINISH FLOOR HT HEIGHT ALT.ALTERNATE HORIZ.HORIZONTAL ARCH.ARCHITECTURAL HSS HOLLOW STRUCTURAL SECTION @ AT INT.INTERIOR BM BEAM JST JOIST BRG BEARING JT JOINT BTWN BETWEEN L ANGLE BLK'G BLOCKING LLH LONG LEG HORIZONTAL BOT.BOTTOM LLV LONG LEG VERTICAL B.O.F.BOTTOM OF FOOTING L.L.LIVE LOAD BLD'G BUILDING LOC.LOCATION B.U.BUILT UP LSL LAMINATED STRAND LUMBER (C= )CAMBER LVL CANT.CANTILEVER MAX.MAXIMUM C.J.CONTROL/CONSTRUCTION JOINT M.B.MACHINE BOLT MFR MANUFACTURER X1 X2 X3 XA XB XC XD XE 1 2 3 4 5 A B C(E) STL COL.(E) STL COL.(E) STL COL.(E) STL COL.(E) STL COL.PROVIDE 600S162-54 @ 16" O.C. AT MEZZANINE WALLS -TYP.(E) STL COL.RELOCATE (E) CROSS BRACING -MATCH (E) CONDITIONS AND CONNECTIONS 1'-0" 1'-0" 1'-0"1'-0"1'-0" 1'-0" X1 X2 X3 XA XB XC XD XE 1 2 3 4 5 A B C W10x22 1' - 0 " ADDL JOISTS NOT REQ'D OVER MEZZANINE 500# W10x221 S401 1██████████1██████████1█████████████████████████1██████████1██████████1██████████1 SIM.1 S401 1██████████1██████████1█████████████████████████1██████████1██████████1██████████1 1 S401 1██████████1██████████1█████████████████████████1██████████1██████████1██████████1 SIM. 1' - 0 " (E ) S T L B M (E ) S T L B M (E ) S T L B M (E ) S T L B M (E) ROD BRACING -DO NOT CUT OR DAMAGE (E) "Z" GIRT -CONTR. TO FIELD VERIFY DEPTH. LOCATION SHOWN IS APPROXMIATE 800S137-43 SISTERED TO (E) "Z" GIRTS WHERE SHOWN -SEE 800S162-68 800S162-68 800S162-68 UNISTRUT P100 EA. SIDE OF HANGING MECH UNIT -SEE 3 S401 2 S401 1'-0" TYP.1'-0" TYP. 4 A 800S162-54 @ 16" O.C. 15/32" PW. SHT'G W/ #8 SCREWS @ 6" O.C. PANEL EDGE SPACING & #8 SCREWS @ 12" O.C. IN FIELD -PROVIDE 800S162-43 BLK'G AT ALL PANEL EDGES NOTE: MEZZ. NOT PERMITTED TO BE USED FOR STORAGE. MAX.IMUM 40 PSF LIVE LOAD. 2 S502 2██████████2██████████2█████████████████████████2██████████2██████████2██████████2 2 S502 2██████████2██████████2█████████████████████████2██████████2██████████2██████████2 SIM. 2 S502 2██████████2██████████2█████████████████████████2██████████2██████████2██████████2 2 S502 2██████████2██████████2█████████████████████████2██████████2██████████2██████████2 SIM.2 S502 2██████████2██████████2█████████████████████████2██████████2██████████2██████████2 SIM. ROOF FRAMING NOTES INDICATES WALL BELOW EXTENDING TO ROOF STRUCTURE. FOR TYPICAL DETAIL SEE 3/S501. INDICATES MECHANICAL UNIT BELOW HUNG FROM ROOF PURLINS WITH MAXIMUM WEIGHT SHOWN. FOR TYPICAL SUPPORT DETAIL SEE 3/S401. SEE MECHANICAL FOR LOCATION (S). INDICATES STEEL COLUMN DISCONTINUING AT ROOF LEVEL. 1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 1500# 2. 3. 4. 1. 38554 J YER N KS. L E I FFE A L EOIN EE E P R F O S S GN NI R GTATSN O T AFOE W N IHS U T S R RA T C U L N NE G EE R I Copyright 2015 Tovani Hart All rights reserved.c JOB NO. DATE REVISIONS DRAWN BY C: \ _ R e v i t M o d e l s \ 2 4 2 8 3 Y e l m S D T r a n s p o r t a t i o n R e v i e w R 2 0 2 4 ( C e n t r a l ) _ D a n H - P C S . r v t 8/ 7 / 2 0 2 4 3 : 4 4 : 0 9 P M Author S202 ROOF AND MEZZANINE FRAMING PLANS PERMIT SET YE L M C O M M U N I T Y S C H O O L S 20 2 N W S T E V E N S A V E . YE L M , W A 9 8 5 9 7 2024-010 08.07.2024 TR A N S P O R T A T I O N T I N O R T H 1/8" = 1'-0"S202 1 ROOF FRAMING PLAN N O R T H 1/8" = 1'-0"S202 2 MEZZANINE CEILING FRAMING PLAN PER ARCH. TOP OF SLAB VARIES 2'-0" 3" CLR. 10 " 1' - 6 " M I N . (2) #4 CONT. AT TOP FINISH GRADE (3) #5 CONT. #4 DWL @ 10" O.C. W/ STD HOOK -CTR IN STEM WALL #4 @ 12" O.C. #4 CONT. @ 12" O.C. FOR STEM WALL GREATER THAN 12" TALL CONC. S.O.G. NOTE: SEE 5/S301 FOR TYPICAL REINFORCEMENT PLACEMENT INFORMATION AT STEM WALLS HANDRAIL & ATTACHMENT PER ARCH. TYP. 8" 8" HANDRAIL & ATTACHMENT PER ARCH. TYP. STEM WALL & FTG PER 1 S301 STEM WALL & FTG PER 1 S301 CONC. S.O.G. CONC. S.O.G. PROVIDE STD HOOK AT END OF REINF. AT THICKENED SLAB #4 CONT. 1 1 (E) FTG & STEM WALL TOP OF SLAB EL. VARIES -SEE ARCH. (E) FTG ADHESIVE ANCHOR TO MATCH HORIZ. REINF. -EMBED 4" MIN. CONC. FTG AND STEM WALL LAP SPLICE PER GENERAL NOTES 1½" CLR #4 NOSING REINF. FOR STEP CONFIG. & FINISH SEE ARCH. 4" MIN. NORMAL SLAB REINF.TEXT LAP SPLICE PER GENERAL NOTES PLACE CORNER REINF. ALTERNATING AS SHOWN NOTES: 1.VERTICAL REINFORCEMENT SHOWN IS ADDITIONAL IF NORMAL STEM WALL REINFORCEMENT IS NOT IN PROPER LOCATION. 2.CORNER REINFORCEMENT IS SAME SIZE AND SPACING AS HORIZONTAL REINFORCEMENT. 3.STANDARD HOOK MAY BE SUBSTITUTED FOR CORNER REINFORCEMENT. 1" C L R . 3" MAX. 1" MIN. (2) VERT. AT EDGE 2'-0"2'-0" 2" MIN. TYPICAL CONTROL JOINT FOR SLAB ON GRADE 1/8" SAWCUT x 1/4 SLAB DEPTH -SAW WITHIN 4 TO 12 HOURS OF POURING SLAB - FILL W/ MASTIC BREAK 1/2 REINF. SMOOTH DWL 3/4"x18" @ 24" O.C. SNUG FITTING 24 GA. MTL SLEEVE ON ONE SIDE OF JT TYPICAL CONSTRUCTION JOINT FOR SLAB ON GRADE 9"9" "T " 1/4" "T" + 1" TOOLED J\T R=1/8" (2) #4 CONT. EQ . EQ . 38554 J YER N KS. L E I FFE A L EOIN EE E P R F O S S GN NI R GTATSN O T AFOE W N IHS U T S R RA T C U L N NE G EE R I Copyright 2015 Tovani Hart All rights reserved.c JOB NO. DATE REVISIONS DRAWN BY C: \ _ R e v i t M o d e l s \ 2 4 2 8 3 Y e l m S D T r a n s p o r t a t i o n R e v i e w R 2 0 2 4 ( C e n t r a l ) _ D a n H - P C S . r v t 8/ 7 / 2 0 2 4 3 : 4 4 : 1 3 P M Author S301 CONCRETE DETAILS PERMIT SET YE L M C O M M U N I T Y S C H O O L S 20 2 N W S T E V E N S A V E . YE L M , W A 9 8 5 9 7 2024-010 08.07.2024 TR A N S P O R T A T I O N T I 1" = 1'-0"S301 1 SECTION NO SCALES301 2 SECTION NO SCALES301 3 SECTION NEW FOORING/EXISTING FOOTING CONNECTION NO SCALES301 4 SECTION TYPICAL STAIR ON GRADE NO SCALES301 5 SECTION TYPICAL REINFORCEMENT PLACEMENT PLAN FOR CONCRETE STEM WALLS NO SCALES301 6 SECTION T.O.S. = TOP OF (E) COL. STL BM -PROVIDE STD ROUND HOLES MILS/GAUGE SCHEDULE COLD FORMED STEEL STUD WALL FRAMING NOTES: 1. ALL NON-BEARING WALL STUDS SHALL BE PER PLAN UNLESS NOTED OTHERWISE. FOR WALL TYPE AND PROPER LOCATION SEE ARCHITECTURAL DRAWINGS. 2.PROVIDE BRIDGING AT ALL NON-BEARING WALLS WITHOUT FULL HEIGHT QUALIFIED SHEATHING EITHER SIDE OF STUD PER 1/S503 NOTE #1. 3.FOR TYPICAL COLD-FORMED STEEL JOIST CEILING DETAIL - SEE 2/S502. 4.ALL WELDS SHALL BE 1/8" FILLET MAXIMUM. FOR MATERIALS THINNER THAN 0.15", EFFECTIVE THROAT SHALL NOT BE LESS THAN THINNEST MATERIAL. WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE -- SHEET METAL" AWS D1.3. 5.STUD PUNCHOUTS SHALL NOT BE SPACED LESS THAN 24" ON CENTER. NOR WITHIN 10" CLEAR OF MEMBER END AT STUDS, HEADERS, BEAMS, JOISTS, ETC. FOR TYPICAL ALLOWABLE PUNCHOUT DETAIL - SEE 5/S502. 6.SCREWS SHALL BE THREAD-FORMING OR THREAD-CUTTING, WITH OR WITHOUT A SELF DRILLING POINT. SCREWS SHALL BE INSTALLED AND TIGHTENED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. MINIMUM SPACING IS THREE SCREW DIAMETERS. A MINIMUM OF (3) THREADS SHALL BE ENGAGED. 7.FOR TYPICAL COLD-FORMED STEEL WALL CORNER REQUIREMENTS - SEE 3b/S502. 43 54 30 33 MILS 68 97 MINIMUM THICKNESS .0451 .0566 .0312 .0346 .0713 .1017 18 16 20 20 GAGE 14 12 ST U D W A L L PE R S S M A ST U D T A B L E PE R S S M A ST U D W A L L PE R S S M A BRIDGING -SEE NOTE 2 & BOT. TRACK CONT. TOP TRACK W/ SPLICE PER TYP. AT NON-BRG WALLS EXTENDING TO STRUCT. ABOVE TYP. AT HDR/JAMBS TYP. AT SILL TYP. AT HDR/JAMBS 8.FOR POWER ACTUATED FASTENER REQUIREMENTS - SEE GENERAL NOTES. STRAP MAY BE OMITTED IF 6" OR LESS- TYP. TYP. TYP. JAMB PER -TYP. 3 S502 1 S503 a 3 S501 3██████████3██████████3█████████████████████████3██████████3██████████3██████████3 a SLIP FOR IN-PLANE DRIFT AS INDICATED PER PLAN 3 S501 3██████████3██████████3█████████████████████████3██████████3██████████3██████████3 b 2 S501 3 S503 1 S502 1██████████1██████████1█████████████████████████1██████████1██████████1██████████1 ___ S503 2 4 S502 4██████████4██████████4█████████████████████████4██████████4██████████4██████████4 2 S501 2██████████2██████████2█████████████████████████2██████████2██████████2██████████2 NOTES: 1.BOXED JAMB STUDS SHOWN. BACK-TO-BACK JAMB STUDS PERMITTED AT CONTRACTOR'S OPTION. FOR DETAIL SEE 3/S503. 2. FOR CONNECTION TO STRUCTURE ABOVE - SEE 3/S501. 3.FOR CONNECTION TO STRUCTURE BELOW - SEE 2/S503. 4. HEADER AND STUDS SHALL BE CONTINUOUS - NO SPLICES ALLOWED. INTERIOR NON-BEARING COLD FORMED STEEL STUD WALL PENETRATION JAMB SCHEDULE 5 POUNDS PER SQUARE FOOT (ASD) LIVE LOAD - L/360 ST U D S I Z E A N D M I L MA X I M U M P E N E T R A T I O N (F E E T ) MINIMUM NUMBER OF BUILT-UP STUDS AT JAMB (2)(3) (4) MAXIMUM JAMB HEIGHT (FEET) 60 0 S 1 2 5 - 3 3 4 16 - - 8 13 16 - 12 9 14 16 C.F.S. STUD #8 SCREW TYP. NESTED XXXS137-33 AT EXT. WALL 6" MIN. AT EXT. WALL XXXT250-54 #8 SCREW @ 8" O.C. TYP. 2" CLIP FLANGE & BEND TRACK W/ (5) #8 SCREWS TO JAMB OR L2x2x54 MIL x1/2" LESS THAN STUD WIDTH W/ (5) #8 SCREWS EA. LEG JAMB STUDS PER SCHEDULE PENETRATIONNESTED HEADER 4'-0' MAXIMUM PENETRATION SIZE (NOT ALLOWED AT DOORS) C.F.S. STUD #8 SCREW TYP. INT. WALLS 600S125-33 - EXT. WALLS 600S137-33 @ 10'-0" MAX. OPN'G OTHERWISE 800S162-43TEXT XXXT125-43 #8 SCREW @ 8" O.C. TYP. #8 SCREWS @ 8" O.C. TYP. (3) #8 SCREWS TYP. CLIP FLANGE & BEND TRACK W/ (6) #8 SCREWS TO JAMB OR L2x2x54 MIL x1/2" LESS THAN STUD WIDTH W/ (5) #8 SCREWS EA. LEG 2" T125-43 x4¾" W/ (6) # 8 SCREWS TO JAMB JAMB STUDS PER SCHEDULE PENETRATION 10" MIN. BOX HEADER 12'-0 MAXIMUM PENETRATION UNLESS NOTED OTHERWISE a b ST U D D E P T H ST U D W I D T H A N D M I L 60 0 S 125-33 137-43 162-54 200-54 (4)(8)(12) MAXIMUM PENETRATION WIDTH (FEET) WITH SINGLE JAMB STUD MAXIMUM JAMB HEIGHT (FEET) 11 14 - - - - 15 - - - - 15 STUD TRACK - FASTEN W/ (2)ROWS P.A.F. @ 16" O.C. DO NOT ATTACH GWB SHT'G TO VERT. LEG OF TRACK STL BM PROVIDE SCAFCO ESC AT EA. EXT. STUD OVER MAX. WALL HEIGHT & AT ALL JAMBS & PROVIDE (2) CLIPS AT JAMBS AT EXT. WALL PENETRATIONS GREATER THAN 6'-0" WIDE & ALL JAMBS BUILT UP OF (2) OR MORE STUDS - PROVIDE (3) P.A.F. CLIP TO STRUCT. 1" GAP AT ROOF -STUD TO TRACK SLOTS PUNCHED PARALLEL TO STUD (PLUMB) C.F.S. STUD a SLOTTED TRACK CONNECTION C.F.S. STUD SLOPING SUPPORTING MEMBER WIDTH PER PLAN LEG DEPTH 1½" SLOT INSTALL SCREW 1/2" FROM BOT. OF SLOT #8 x 9/16" WAFER HEAD SCREW TYP. - LOCATE AT CTR OF SLOTTED HOLE SLOT SHALL BE 1/4" WIDE x 1½" LONG @ 1" O.C. SLOTTED TOP TRACK THICKNESS 3" MIN. TRACK W/ 1" GAP TRACK THICKNESS (MILS) ALLOWABLE LOAD (POUNDS) EXTERIOR WALL HEIGHT INTERIOR WALL HEIGHT 33 43 54 68 47 92 177 299 NOT ALLOWED NOT ALLOWED 17'-11" 29'-11" 14'-1" 27'-8" *DISTANCE BETWEEN WALL STUD SUPPORTS STUD THICKNESS 33 43 54 ALLOWABLE LOAD 530# 789# 1602# 68 1855# SCAFCO ESC W/ (3) #10* *MINIMUM STUD WIDTH 5½" TOP TRACK SCHEDULE STUD TRACK - FASTEN W/ (2) ROWS P.A.F. @ 16" O.C. DO NOT ATTACH GWB SHT'G TO VERT. LEG OF TRACKS STL BM b SLIP FOR IN-PLANE DRIFT C.F.S. STUD . . UPPER TRACK - GA. PER SCHED. 43MIL. TRACK 1" 1" AT ROOFS #8 MIN. SCREW TYP. TYP. 3"(2) ROWS #8 SCREWS @ 16" O.C.MIN. 3"(2) ROWS #8 SCREWS @ 16" O.C. (2) ROWS #8 SCREWS @ 12" O.C. PER ARCH. PER ARCH. TOP OF WALL 6" MIN. STUD SECTION INSIDE TRACK a TYPICAL COLD-FORMED STEEL BOTTOM/TOP TRACK SPLICE b TYPICAL COLD-FORMED STEEL WALL CORNER (4) #8 SCREWS ON EA. SIDE OF SPLICE (4) #8 SCREWS AT LAPPED TRACK #8 SCREWS @ 24" O.C. CONNECTING CORNER STUD 2" 6" LONG CRIPPLE STUD TO MATCH TYP. WALL STUD SIZE W/ (4) #8 SCREWS TO JAMB CLIP FLANGE & BEND TRACK W/ (5) #8 SCREWS TO JAMB OR L2x2x54 MIL x1/2" LESS THAN STUD WIDTH W/ (5) #8 SCREWS EA. LEG JAMB PER NOTE: SILL TRACK AND STUD SHALL BE CONTINUOUS - NO SPLICES ALLOWED. 12'-0" MAX. PENETRATION CONT. XXXT250-54 - TYP. #8 SCREW AT XXXS137-33 NESTED STUD, TYP. L2x2x54 CLIP AT XXXS200-54 NESTED STUD NESTED XXXS200-54 U.N.O. (OMIT AT WALL W/ PENTRATION 8'-0" MAX) #8 SCREW @ 8" O.C. -TYP. C.F.S. STUD CONT. XXXS162-54 XXXT250-54 IN 10'-0" LENGTHS CONT. XXXS137-33 NESTED ROUGH OPN'G ALTERNATE ALLOWED CONDITION AT DISCONTINUOUS TRACK PIECEa 2-12 2-12 2 S501 TYPICAL ALLOWABLE COLD-FORMED STEEL STUD PUNCHOUT 10" MIN. 24" MIN. 4½" MAX. TYP. PENETRATION (HOLE, PUNCHOUT) 1½" MAX. TYP. 6" MIN. TRACK BLOCK PIECE TO MATCH WALL STUD CLIP FLANGE & BEND - INSTALL 96" O.C. MAX. - ALL STRAPS SHALL BE CONNECTED TO AT LEAST (1) BLOCK - PROVIDE ADD'L BLOCK EA. SIDE AT DISCONTINUOUS STRAP C.F.S. STUD PROVIDE BRIDGING @ 48" O.C. VERT. MAX. (2) #8 EA. FLANGE TYP. SCREW ATTACHMENT -(4) #8 MIN. SCREWS EA. SIDE TAUT 33 MIL x 1½" CONT. STRAP EA. SIDE (1) #8 SCREW EA. FLANGE EA. STUD PROVIDE BRIDGING @ 48" O.C. VERT. MAX. TYPICAL MINIMUM EDGE DISTANCE = 3 TIMES SCREW DIAMETER (2) #8 SCREWS TO CHANNEL& STUD 1½"x1½"x(d)-1/2" CLIP ANGLE - (1) THICKNESS HEAVIER THAN STUD OR 54 MIL MIN. WELDED ANGLE SCREWED ANGLE 150U50-54 COLD-ROLLED CHANNEL - OPTIONAL SPLICE AT CLIP CLIP ANGLE - PROVIDE DBL. CLIP ANGLE ((1) EA. SIDE) AT B.U. STUDS OPTION 2: BRIDGING CONSISTS OF COLD- ROLLED CHANNEL WITH CLIP ANGLE (6" MAXIMUM STUD SIZE) OPTION 1: BRIDGING CONSISTS OF DOUBLE FLAT STRAP WITH BLOCKING 6" MAX. 1½" 1 1 1 1 1" 1/2"1/2" PLAN PLAN JAMB STUDS PER WALL PENETRATION ADD'L L3x AT WALL PENETRATION OVER 6'-0" WIDE & AT ALT. ATTACHMENT FOR ALL PENETRATION WIDTHS TYP. NOTE: PROVIDE LOAD BEARING SHIMS OR GROUT BETWEEN UNDERSIDE OF WALL BOTTOM TRACK OR RIM TRACK AND SUPPORT BELOW AT STUD OR JOIST LOCATION WHERE GAP GREATER THAN 1/4" OCCURS. 1½" EQ. AT CONTRACTOR'S OPTION UNLESS NOTED OTHERWISE ALTERNATE JAMB ATTACHMENT AT FOUNDATION WALL L3x EA. SIDE OF JAMB STUD FOR ALL PENETRATION WIDTHS SYMBOL DESCRIPTIONSYMBOLDESCRIPTION SYMBOL DESCRIPTION PLUMBING T P OR 1. NOTES: SINGLE LINE INDICATED ON PLANS DESIGNATES THE PROPOSED ROUTING FOR THE REFRIGERATION PIPING BETWEEN THE INDOOR AND OUTDOOR UNITS. THAT SINGLE LINE REPRESENTS ALL THE REQUIRED PIPING RUNS REQUIRED FOR THE SYSTEM DESIGNED. COND G GATE VALVE (GV) GLOBE VALVE BUTTERFLY VALVE PRESSURE REDUCING VALVE (PRV) CHECK VALVE (CV) TEMP./ PRESS. RELIEF VALVE (T&PRV) BALL VALVE BALANCING VALVE PIPE DOWN PIPE UP BRANCH-TOP CONNECTION BRANCH-BOTTOM CONNECTION BRANCH-SIDE CONNECTION FLOW DIRECTION VALVE IN RISER/ DROP PIPE ANCHOR PIPE GUIDE FLEXIBLE CONNECTION (PIPE) REDUCER STRAINER UNION VACUUM BREAKER DRAIN VALVE ABOVE FINISHED FLOORAFF BFFPOC GC EC MC BELOW FINISHED FLOORPOINT OF CONNECTION GENERAL CONTRACTOR ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR FLOOR SINK TRAP PRIMER WITH ACCESS PANEL PIPE CONTINUATION CROSSING LINES, NON CONNECTING FLOOR FUNNEL DRAIN FLOOR DRAIN PRESSURE GAGE THERMOMETER FREEZE RESISTANT WALL HYDRANT PUMP CAP ELBOWS, 90° & 45° TEE TEE & UP BRANCH PIPE UP BRANCH PIPE DOWN P-TRAP IN LINE WASTE CONNECTION CLEANOUT (CO) FLUSH CLEANOUT (FCO/ SCO) WALL CLEANOUT (WCO) WASTE OR VENT UP NATURAL GAS PIPING CONDENSATE PIPING VENT (V), OR HIDDEN BELOW WASTE SOIL, WASTE (S,W) DOMESTIC HOT WATER RECIRCULATION (HWC) DOMESTIC HOT WATER (HW) DOMESTIC COLD WATER (CW) W SANITARY SEWER THERMOSTATIC BALANCING VALVE MECHANICAL LEGEND HVAC SUPPLY DUCT UP SUPPLY DUCT DOWN EXHAUST DUCT UP RETURN, RELIEF, TRANSFER, OSA DUCT UP RETURN, RELIEF, TRANSFER, OSA DUCT DOWN EXHAUST DUCT DOWN 300 CFM 12 X 12 CD ROUND DUCT ELBOW DOWN ROUND DUCT ELBOW UP M MOTORIZED DAMPER VOLUME DAMPER (VD) T BACKDRAFT DAMPER (BD) THERMOSTAT (T'STAT) TURNING VANES (TV) FLEXIBLE DUCT CEILING AIR TERMINAL - SQUARE AIR TERMINAL SIZE, TYPE & CFMRECTANGULAR DUCT, RADIUS ELBOW DOWN RECTANGULAR DUCT, SQUARE ELBOW DOWN RECTANGULAR DUCT, RADIUS ELBOW UP RECTANGULAR DUCT SQUARE ELBOW UP FLEXIBLE CONNECTION (DUCT) SYMBOL DESCRIPTION SYMBOL DESCRIPTION X/X SQUARE DUCT XØ ROUND DUCT POINT OF CONNECTION BETWEEN NEW AND EXISTING JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 M001 8/7/2024 MECHANICAL LEGEND X X X 54321 A B C X1 X2 X3 XA XB XC XD XE X P-6(E) 2 6 2 1 4 1 8 23 11 2"(E) 11 2"(E) 1 2"(E)3 4"G(E) 1 2"(E) 1"(E) 1"(E) 1 2"(E) 2"VTR(E) 2"VTR(E) 2"V(E) 11 2"V(E) 84MBH 84 168MBH 656MBH 310MBH 102 168MBH 2"VTR(E) 2"VTR(E) 1"G(E) 1 2"G(4 TYP)(E) 50MBH 1"(E) 1"(E) 80MBH 80MBH 2 3 0 M B H 3 4"G(E) 3 4"G(E) 11 4"G(E) CO T M M T T M DEMOLITION NOTES REMOVE EXISTING GAS FIRED UNIT HEATER, DUCTWORK, HANGERS, AND APPURTENANCES. RETURN UNIT HEATER TO OWNER. REMOVE 3 4" GAS PIPING. CAP CONNECTION TO EXISTING GAS AT MAIN TO MAINTAIN SERVICEABILITY OF EXISTING SYSTEM. REMOVE EXISTING ELECTRIC UNIT HEATER, MOUNTING BRACKET, AND APPURTENANCES. RETAIN EQUIPMENT FOR REINSTALLATION. EXISTING GAS FIRED WATER HEATER TO REMAIN. SEE DETAIL ON SHEET M6.01. REMOVE T-STAT AND WIRING TO EXISTING GAS FURNACE. MAINTAIN T-STAT FOR REINSTALLATION. 1 2 1 2 3 3 3 4 4 5 5 JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 MD101 SCALE:1 MECHANICAL DEMOLITION PLAN 1/8" = 1'-0" 8/7/2024 MECHANICAL DEMOLITION PLAN X1 X2 X3 XA XB XC XD XE 1 2 3 4 5 A B C 1 2 3 W4"WCO2"W 3"W 2"W 3"W 4"W 2"W 4"W 2"W 2"W 3"W 4 1'-6" GENERAL NOTES 1.HATCHED AREA INDICATES AREA FOR SLAB CUT AND REMOVAL. CONSTRUCTION NOTES 4"W TO SANITARY SEWER (I.E. 335.4). WASTE PIPING RUN IN WALL ABOVE FINISHED FLOOR. SHOWN ON THIS PLAN FOR CLARITY. DROP WASTE PIPE AT THIS LOCATION TO ACCOMMODATE INVERT DIFFERENCE FROM FINISHED FLOOR TO OUTSIDE FINISHED GRADE. STRUCTURAL REINFORCED SLAB UNDER WALL. SEE SHEET S201 FOR SLAB CUTTING DETAILS. TERMINATE SLAB CUT 1'-6" FROM CENTER OF WALL. SCAN FLOOR FOR LOCATION OF STRUCTURAL REBAR AND REMOVE CONCRETE FOR PIPE PENETRATION WITHOUT DAMAGING STRUCTURAL ELEMENTS. 1 2 3 4 JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 M101 SCALE:1 PLUMBING FOUNDATION PLAN 1/8" = 1'-0" 8/7/2024 PLUMBING FOUNDATION PLAN X X X 54321 X1 X2 XD XE X 3 4"HW 3 4"HWC 2 M201 11 2"CW 1 2 FWH(E) FWH(E) FWH(E) FWH(E) LAV(E) WC(E) P-1AP-1A P-1 P-2 P-1 P-2A 2"FD2"FD P-3P-3 P-3P-3 P-5 P-6A P-4 ETP-1 BT-1 P-6 1 2"CW 11 2"V HALL 116 MENS 118 WOMENS 117 1 2" 1 1 2"V 2"V 3 4" 11 2"CW 11 4"2"V 1 1 2"V 2" 2" 3"VTR P-7 3 4" 3 A B C X2 X3 XA XB XC XD XE CONSTRUCTION NOTES CONNECT 11 2"CW TO EXISTING 11 2"CW AT MECHANICAL PLATFORM. EXISTING HOT WATER TANK ON MECHANICAL PLATFORM. SEE DETAIL ON SHEET M6.01. FREEZE PROOF HOSE BIB, BALL VALVE, AND 3 "CW PIPING IS PART OF ALTERNATE BID. 1 2 3 JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 M201 SCALE:1 PLUMBING FLOOR PLAN AND ENLARGED PLAN 1/8" = 1'-0" 8/7/2024 SCALE:2 ENLARGED PLUMBING PLAN 1/4" = 1'-0" ENLARGED PLUMBING FLOOR PLANS X X X 54321 A B C X1 X2 X3 XA XB XC XD XE X 14/14 10/10 6/6 14/14 10/10 12/12 8/8 10/10 8/8 14/14 14/1414/14 DOAS 1 OHP 1 BREAK ROOM 120 HALL 116 MENS 119 WOMENS 117 STORAGE 121 CUSTODIAN 118 6/6 CONSTRUCTION NOTES 14/14 DUCT UP THROUGH ROOF TO ROOF CAP IN EXISTING SKYLIGHT. BROAN BCSEK130SS RANGE HOOD, 300 CFM (120V, 1PH, 0.65A). PROVIDE WALL CAP WITH BACKDRAFT DAMPER. EXISTING GAS FURNACE. RELOCATE EXISTING T-STAT. PROVIDE WIRING AS REQUIRED TO ACCOMMODATE LOCATION. REINSTALL EXISTING ELECTRIC UNIT HEATER AND EXISTING MOUNTING HARDWARE. COORDINATE CONNECTION WITH EC. 1 1 1 2 10/10 EWH 2EWH 1 2 TT T ICU-4 ICU-1 ICU-2 ICU-3 3.25/10 3 3 4 4 T 5 5 M M 6 6 EXISTING ELECTRIC UNIT HEATER EXISTING ELECTRIC UNIT HEATER 6 8"Ø JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 M301 SCALE:1 MECHANICAL FLOOR PLAN 1/8" = 1'-0" 8/7/2024 MECHANICAL FLOOR PLAN X X X 54321 A B C X1 X2 X3 XA XB XC XD XE X 10X10 EGH 210 CFM 6X6 EGH 50 CFM 8X8 EG 100 CFM 8X8 EG 100 CFM 10X10 EGH 210 CFM 10X10 CD4 300 CFM 10X10 CD4 300 CFM8"Ø 70 CFM ICU 1 ICU 2 ICU 3 10X10 CD4 300 CFM ICU 4 105 SUPERVISOR OFFICE 106 M/G/C SUPPORT 103 BREAK ROOM 110 ELEC. 102 TOOLS / PARTS MATERIALS STOR. 111 TOILET 101 WORK AREA 108 LOCKERS 107 PARTS 201 MECHANICAL LOFT 115 BUS MAINTENANCE 116 UNDEFINED SPACE 114 HALL 104 OFFICE 117 EXTERIOR ENCLOSURE 112 TOILET CURRENT PLAN BREAK ROOM 120 HALL 116 MENS 119 WOMENS 117 STORAGE 121 CUSTODIAN 118 JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 M401 SCALE:1 MECHANICAL REFLECTED CEILING PLAN 1/8" = 1'-0" 8/7/2024 MECHANICAL REFLECTED CEILING PLAN 54321 A B C X1 X2 X3 XA XB XC XD XE 3"VTR 1 2 CONSTRUCTION NOTES INTAKE AIR ROOF CAP. EXHAUST AIR ROOF CAP. 1 2 JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 M501 SCALE:1 MECHANICAL ROOF PLAN 1/8" = 1'-0" 8/7/2024 MECHANICAL ROOF PLAN SCALE:2 TRAP PRIMER PIPING DIAGRAM DIAGRAMMATIC ACCESS DOOR & FRAME PER SPECIFICATIONS. TRAP PRIMER DISTRIBUTOR. TRAP PRIMER PER SPECIFICATIONS TO FIXTURE COORDINATE THIS HEIGHT WITH SURROUNDING FIXTURES. TO P-TRAP FINISHED FLOOR PRIMER BRANCH LINES. ABOVE GRADE WASTE COVER AND SCREW. STAINLESS STEEL WALL EXTEND PIPING AS REQUIRED WHEN INSTALLED IN BRICK AND VENT PIPE COUPLING. 12" OR AS NOTED. BELOW GRADE WASTE 1/8 C.I. BEND WASTE OR VENT MAY EXTEND AS A WALL PIPE COUPLING. FLOOR CLEANOUT PLUGGED TEE WITH SCALE:3 WALL CLEANOUT DETAIL DIAGRAMMATIC EXPANSION TANK (E) FINISHED FLOOR DRIP PAN(E) 1"HW(E) EXISTING T&PRV AND PIPING 1"CW(E) T A HWT SCALE:8 EXISTING HOT WATER TANK PIPING DIAGRAM DIAGRAMMATIC EXTERIOR FINISHED WALL WALL HYDRANT REMOVABLE C.W. SERVICE (MAY) BE SERVED FROM ABOVE OR BELOW (SEE PLANS) NOTE INSTALL @ 18" ABOVE FINISHED SURFACE. SCALE:1 FREEZE PROTECTED WALL HYDRANT DETAIL DIAGRAMMATIC VTR NEOPRENE VTR BOOT ROOF 14" MINIMUM VENT PIPE FROM BUILDING FIXTURES. SCALE:4 VENT THROUGH ROOF DETAIL DIAGRAMMATIC CLEANOUT ACCESS COVER, TOP OF COVER TO BE FLUSH WITH TOP OF FINISHED FLOOR. 16" SQUARE CONCRETE PAD TROWEL SMOOTH AND EDGE. BRASS CLEANOUT PLUG WITH COUNTERSINK SCREW HEAD. 1/ 8 CAST IRON BEND, BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. FLOOR CLEANOUT (FCO) CLEANOUT TO GRADE (SCO) 1/ 8 BEND WASTE PIPE TYPICAL BELOW GRADE WASTE PIPE COUPLING, 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE. 6" SCALE:7 CLEANOUT DETAIL DIAGRAMMATIC MAY EXTEND AS A WASTE OR VENT WALL WALL ABOVE GRADE WASTE AND VENT PIPE COUPLING EXTEND PIPING AS REQUIRED WHEN INSTALLED IN BRICK STAINLESS STEEL WALL COVER AND SCREW. 12" OR AS NOTED BELOW GRADE WASTE PIPE COUPLING. 1/8, BALANCE, SAME AS CLEANOUT TO GRADE. PLUGGED TEE WITH CLEANOUT WALL CLEANOUT (WCO) SCALE:6 CLEANOUT DETAIL DIAGRAMMATIC ACCESS TO ISOLATION VALVES SHALL BE MAINTAINED AT ALL TIME. ALL PIPES ARE TO BE ROUTED WITHIN PLUMBING CHASE WHEN AVAILABLE. BALANCE VALVE IS TO BE SET TO ALLOW NO MORE THEN 5FT/SEC OF HOT WATER THROUGH BRANCH LINE. NOTES: 1. 2. 3. HEAT TRAP 6" MINIMUM, 3' MAXIMUM. PLUMBING FIXTURE REFER TO PLANS FOR FIXTURE MODELS AND PIPE SIZING FINISHED FLOOR CW SIZE PER PLANS SCALE:5 PUBLIC LAV. HOT WATER PIPING DETAIL DIAGRAMMATIC TO SUPPLY STOPS REFER TO SCHEDULE HW SIZE PER PLAN NOTE: HW PIPE MAXIMUM LENGTHS ARE TO COMPLY WITH WSEC TABLE C404.3.1 EXISTING WATER HEATER DEMOLITION NOTE: REMOVE EXISTING 1 2"HWC LINE AS REQUIRED TO ACCOMMODATE NEW 3 4"HWC. RETAIN EXISTING CIRCULATION PUMP AND AQUASTAT. WATER HEATER CONSTRUCTION NOTES: 3 4"HWC FROM NEW RESTROOMS. PROVIDE WITH NEW CHECK VALVE, BALANCING VALVE, AND BALL VALVE. BALANCE TO 7 GPM. CONNECTION TO EXISTING 1 2"HWC. PROVIDE NEW 1 2" CHECK VALVE, BALANCING VALVE, AND BALL VALVE. BALANCE TO 3 GPM. RECONNECT EXISTING 10 GPM CIRCULATION PUMP. CONNECT EXISTING AQUASTAT TO NEW 3 4"CW PIPE AS INDICATED. PROVIDE NEW 3 4" CHECK VALVE AND BALANCING VALVE ON 3 4" CONNECTION TO EXISTING 1"CW. 1 2 3 4 1 2 1 2"HWC(E) 3 3 4"HWC 3 4"HWC 3 4"HWC JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 M601 8/7/2024 PLUMBING DETAILS AMBER/BOOTH TYPE R.V. RUBBER-IN-SHEAR ISOLATOR OR APPROVED EQUAL, NUMBER AS REQ'D. GRADE OUTDOOR CONDENSING UNIT. PROVIDE RUBBER SHIMS AS REQ'D TO MAINTAIN UNIT IN A HORIZONTAL POSITION. 4" CONCRETE PAD ANCHOR TO PAD SCALE:1 CONDENSING UNIT MOUNTING DETAIL DIAGRAMMATIC FLEX DUCT. INSTALL IN FULLY EXTENDED CONDITION FREE OF SAGS AND KINKS USING MAXIMUM 5'-0" LENGTHS. SUPPORT AS REQUIRED. CONNECTION TO DUCTWORK PER 23 33 00. CINCH BANDS. INSTALL PER 23 33 00. DIFFUSERCEILING SCALE:2 DIFFUSER CONNECTION DETAIL DIAGRAMMATIC RECTANGULAR DUCT PER PLANS ROUND DUCT PER PLANS ROUND DUCT PER PLANS TAPERED RECTANGULAR TO ROUND DUCT TAKE-OFF BOOT FITTING. SCALE:3 RECTANGULAR TO ROUND DUCT TAKE-OFF AND TRANSITION INSTALLATION DETAIL DIAGRAMMATIC DUCT SIZE PER PLAN WALL SEE ARCH. DWGS WALL CAP W/ BACKDRAFT DAMPER 1/2" 2" SHEETMETAL DUCT THRU WALL SEAL ALL AROUND WEATHER TIGHT DUCT SCALE:4 WALL CAP INSTALLATION DETAIL DIAGRAMMATIC SPRING VIBRATION ISOLATORS (4 REQ'D) HANGER RODS (4 REQ'D) SEE STRUCTURAL PLANS. DO NOT SUSPEND FROM ROOF (TYPICAL) SCALE:5 TYPICAL UNIT HEATER INSTALLATION DETAIL DIAGRAMMATIC ENERGY RECOVER VENTILATOR CONTROL SEQUENCE (ERV-1) RELAY OR STARTER CONTROL BY INTERLOCKED UNIT CS CR EAEA M ROOF HOOD EA CS CR OA M ROOF HOOD OA SA HE A T E X C H A N G E R A.GENERAL 1.SUPPLY AND EXHAUST FANS SHALL OPERATE VIA INTERNAL CONTROLS. 2.MOTORIZED DAMPERS AT THE INTAKE AND EXHAUST AIR LOUVERS OR ROOF HOODS SHALL OPEN WHEN FAN IS COMMANDED ON AND CLOSE WHEN FAN IS OFF. DAMPERS SHALL FAIL CLOSED. B.STANDALONE CONTROLLER SHALL LOG: ·FAN ON/OFF AND POWER ·FAN RUNTIME ·FAN FAILURE ALARM (I.E. NO CURRENT WHEN COMMANDED ON) ·DAMPER POSITION (% COMMANDED OPEN) ·DAMPER END SWITCH STATUS JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 M602 8/7/2024 MECHANICAL DETAILS TRAP PRIMER SCHEDULE UNIT NO MANUFACTURER LOCATION NUMBER OF TRAPS ELECTRICAL REMARKS VOLTS W PH ETP-1 PRECISION PLUMBING PRODUCTS MEN 118 2 120 6 1 1 NOTES FOR ELECTRONIC TRAP PRIMER SCHEDULE 1. PROVIDE WITH CABINET AND ACCESS PANEL FOR SURFACE MOUNT INSTALLATIONS. PROVIDE WITH ACCESS PANEL WHEN INSTALLED RECESSED. PLUMBING FIXTURE SCHEDULE UNIT NO FIXTURE MOUNTING MANUFACTURER AND MODEL NUMBERS W V HW CW REMARKS P-1 WATER CLOSET ELECTRONIC FLUSH VALVE WALL TOILET: SEAT: FLUSH VALVE: AMERICAN STANDARD AFWALL 3351.101 CHURCH 9500CT SLOAN ROYAL 111 ESS-1.28-TMO 4"2"-1" 1.28 GPF, PROVIDE WITH HARD-WIRED SENSOR FLUSHOMETER & TRANSFORMER. COORDINATE WITH EC. PROVIDE WITH BOLT CAPS. P-1A WATER CLOSET ADA ELECTRONIC FLUSH VALVE WALL TOILET: SEAT: FLUSH VALVE: AMERICAN STANDARD AFWALL 3351.101 CHURCH 9500CT SLOAN ROYAL 111 ESS-1.28-TMO 4"2"-1" 1.28 GPF, PROVIDE WITH HARD-WIRED SENSOR FLUSHOMETER & TRANSFORMER. COORDINATE WITH EC. PROVIDE WITH BOLT CAPS. ADA COMPLIANT. INSTALL RIM HEIGHT AT 18"AFF P-2 URINAL ELECTRONIC FLUSH VALVE WALL URINAL: FLUSH VALVE: AMERICAN STANDARD WASHBROOK 6590.001 SLOAN ROYAL 186-ESS-0.125-DBP-TMO-HW 2"1-1/2"-3/4"0.125 GPF, PROVIDE WITH HARD-WIRED SENSOR FLUSHOMETER & TRANSFORMER. P-2A URINAL ADA ELECTRONIC FLUSH VALVE WALL URINAL: FLUSH VALVE: AMERICAN STANDARD WASHBROOK 6590.001 SLOAN ROYAL 186-ESS-0.125-DBP-TMO-HW 2"1-1/2"-3/4" 0.125 GPF, PROVIDE WITH HARD-WIRED SENSOR FLUSHOMETER & TRANSFORMER.. ADA COMPLIANT. INSTALL RIM HEIGHT AT 16"AFF. P-3 LAVATORY COUNTER SINK: FITTINGS: SUPPLIES: TRAP: AMERICAN STANDARD LUCERNE 0356.028 SLOAN OPTIMA ETF-410-4-BOX-BDT-CP-0.5GPM-MLM-FCT MCGUIRE LFBV MCGUIRE MCT 2"1-1/2"1/2"1/2"0.5 GPM, PROVIDE WITH TRANSFORMER & INSTITUTIONAL ADA INSULATOR KIT. P-4 KITCHEN SINK DOUBLE COMP ADA COUNTER MOUNT SINK: FITTINGS: SUPPLIES: TRAP: WASTE: JUST DLADA2133A55-J CHICAGO 786-G6AE36XK-317AB MCGUIRE LFBV2165CC MCGUIRE MCT150 SERIES JUST J-ADA-35 2 1 1/2"1/2"1/2"PROVIDE WITH 4 HOLE FAUCET DRILLING. 1.5 GPM FAUCET. PROVIDE WITH INSTITUTIONAL ADA INSULATOR KIT. P-5 FLOOR MOP SINK FLOOR FIXTURE: FITTINGS: TRAP: FLORESTOEN MSR-2424 CHICAGO FAUCETS 897-CP CAST IRON 3"2"3/4"3/4"PROVIDE CHECK VALVE ON HW & CW SUPPLY. PROVIDE W/ SERVICE SINK STRAINER. P-6 WALL MOUNT DRINKING FOUNTAIN - BOTTLE FILLER WALL FIXTURE:ELKAY EZWS-EDFP217K 2"1-1/2"-1/2" BARRIER FREE. PROVIDE WITH TRAP, SERVICE SUPPLY STOP, AND SUPPORT SYSTEM. (115V, 350W, MCA-5 POWER CONNECTION) COORDINATE WITH EC. P-6A WALL MOUNT BOTTLE FILLER WALL FIXTURE:ELKAY EZWSMDK 2"1-1/2"-1/2" BARRIER FREE. PROVIDE WITH TRAP, SERVICE SUPPLY STOP, AND SUPPORT SYSTEM. (115V, 350W, MCA-5 POWER CONNECTION) COORDINATE WITH EC. P-7 FREEZE PROOF WALL HYDRANT WALL FIXTURE:JR SMITH 5619 - SAP 3/4"PROVIDE WITH FIXED HANDLE BOOSTER TANK SCHEDULE UNIT NO MANUFACTURER MODEL LOCATION MAXIMUM TANK VOLUME (GAL) MAXIMUM ACCEPTANCE FACTOR MIN TEMP MAX TEMP MAX PRESSURE (PSI) TANK CONFIG.REMARKS BT-1 AMTROL WX-200 ABOVE JANITOR 119 14 0.81 40 200 150 HORIZONTAL NOTES FOR EXPANSION TANK SCHEDULE JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 M701 8/7/2024 PLUMBING SCHEDULES ELECTRIC UNIT HEATER SCHEDULE UNIT NO MANUFACTURER MODEL LOCATION WEIGHT (LBS) MOUNTING HEIGHT (FT - IN) ELECTRICAL STARTER FURNISHED BY DISCONNECT FURNISHED BY REMARKS WATTS VOLTS PH EWH-1 KING PAW1215 WOMENS 117 10 1'-6"500 120 1 MFR MFR 1,2 EWH-2 KING PAW1215 MENS 119 10 1'-6"500 120 1 MFR MFR 1,2 NOTES FOR ELECTRIC UNIT HEATER SCHEDULE 1. PROVIDE WITH SINGLE POLE INTEGRAL DISCONNECT SWITCH AND THERMOSTAT. 2. PROVIDE WITH RECESSED MOUNTING KIT. SPLIT SYSTEM OUTDOOR HEAT PUMP SCHEDULE UNIT NO MANUFACTURER MODEL LOCATION INTERLOCKED WITH TONS COOLING HEATING ELECTRICAL STARTER FURNISHED BY DISCONNECT FURNISHED BY WEIGHT (LBS)REMARKS EER COP TOTAL MBH TOTAL MBH MCA MOP VOLTS PH OHP-1 MITSUBISHI TUHYE073AN41 AN N EXTERIOR ICU 6 12.2 4.1 71.9 80.0 32.0 50 208 3 MFR EC 512 1,2,3,4 NOTES FOR SPLIT SYSTEM CONDENSING UNIT SCHEDULE 1. EC TO PROVIDE SINGLE POINT POWER CONNECTION. CC TO INSTALL CONTROL AND POWER WIRING BETWEEN INDOOR AND OUTDOOR UNITS. CONDUIT WILL BE PROVIDED BY EC. 2. UNIT USES R-410A REFRIGERANT. PROVIDE LONG LINE LENGTH KIT AND ADDITIONAL REFRIGERANT AS REQUIRED 3. PROVIDE LOW AMBIENT COOLING TO 0F. 4. PROVIDE INVERTER DRIVEN COMPRESSORS FOR VARIABLE CAPACITY OPERATION. SPLIT SYSTEM INDOOR UNIT SCHEDULE UNIT NO MANUFACTURER MODEL LOCATION INTERLOCKED WITH MOUNTING CFM HEATING COOLING ELECTRICAL STARTER FURNISHED BY DISCONNECT FURNISHED BY WEIGHT (LBS)REMARKS MBH TOTAL MBH MCA FLA MOP VOLTS PH ICU-1 MITSUBISHI TPKFYP004LM140B HALL 116 OCU-1 WALL 124 2.3 2.8 0.2 0.2 15.0 208 1 MFR EC 25 1,2,3,4 ICU-2 MITSUBISHI TPLFYP030EM142A BREAK ROOM 120 OCU-1 CEILING 777 22.6 33.0 0.6 0.5 15.0 208 1 MFR EC 55 1,2,3,4 ICU-3 MITSUBISHI TPLFYP030EM142A BREAK ROOM 120 OCU-1 CEILING 777 22.6 33.0 0.6 0.5 15.0 208 1 MFR EC 55 1,2,3,4 ICU-4 MITSUBISHI TPKFYP004LM140B TOOLS STORGE 102 OCU-1 WALL 124 -3.2 0.2 0.2 15.0 208 1 MFR EC 25 1,2,3,4,5 NOTES FOR SPLIT SYSTEM INDOOR UNIT SCHEDULE 1. EC TO PROVIDE SINGLE POINT POWER CONNECTION. CC TO INSTALL CONTROL WIRING BETWEEN INDOOR AND OUTDOOR UNITS. 2. PROVIDE WITH MANUFACTURER'S INTERNAL CONDENSATE PUMP. 3. MOUNT UNIT ABOVE DOOR, COORDINATE FINAL LOCATION WITH EC. 4. PROVIDE WITH MANUFACTURER'S WIRED WALL MOUNTED THERMOSTAT. 5. COOLING ONLY. INTERLOCK WITH EXISTING GAS FURNACE. DEDICATED OUTDOOR AIR UNIT SCHEDULE UNIT NO MANUFACTURER MODEL LOCATION SUPPLY FAN DATA EXHAUST FAN DATA SUMMER PERFORMANCE EFFECTIVENESS ELECTRICAL WEIGHT (LBS) EXHAUST FILTERS OSA PRE FILTERS STARTER FURNISHED BY DISCONNECT FURNISHED BY REMARKSTOTAL CFM HP BHP ESP RPM TOTAL CFM HP BHP ESP RPM OSA RETURN SUPPLY SUMMER %WINTER %MCA MOP FLA V PHDB EAT WB EAT DB EAT WB EAT DB LAT WB LAT DOAS-1 SP ADVANCING TRCEN 800V HALL 116 670 0.50 0.40 0.8 2750 700 0.50 0.40 0.8 2750 85.0 65.0 75.0 62.0 78.7 63.0 62.0 60.2 3.9 20.0 1.7 208 1 510 MERV 8 MERV 8 MFR EC 1,2 NOTES FOR DEDICATED OUTDOOR AIR UNIT SCHEDULE 1. PROVIDE WITH SINGLE POINT POWER CONNECTION 2. PROVIDE WITH MANUFACTURER'S VFD JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 M702 8/7/2024 MECHANICAL SCHEDULES GENERAL DEMOLITION NOTES (APPLY TO ALL SHEETS) 1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE IN HIS/HER BID ALL COSTS ASSOCIATED WITH NECESSARY DEMOLITION TO ALLOW NEW CONSTRUCTION SHOWN IN CONTRACT DOCUMENTS, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, LIGHTING FIXTURES, DEVICES, ABANDONED RACEWAYS, CONDUCTORS, TOGETHER WITH ANY AUXILIARY ITEMS TO ALLOW NEW CONSTRUCTION AND FINISH TO OCCUR AS COMPLIMENTED BY THE CONTRACT DOCUMENTS. DASHED LINES INDICATE EXISTING DEVICES AND EQUIPMENT TO BE REMOVED. 2.THESE PLANS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIAL. THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREAS AND LIMITS OF WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THERE AND SHALL NOT RELY SOLELY ON REVIEW OF THE BIDDING DOCUMENTS IN DETERMINING THE EXTENT OF DEMOLITION WORK REQUIRED. COORDINATION OF THESE DRAWINGS WITH REQUIREMENTS FOR CONTRACT WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. DISCREPANCIES BETWEEN OR WITHIN THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. THE CONTRACTOR SHALL PROVIDE CLARITY SKETCHES, DIAGRAMS, AND FIELD DIMENSIONS OF EXISTING CONDITIONS AT THE REQUEST OF THE ENGINEER IR/WHEN CONFLICTS ARE IDENTIFIED. 3.E.C. TO REMOVE ELECTRICAL CONNECTIONS TO ALL MECHANICAL EQUIPMENT TO BE DEMOLISHED. E.C. SHALL CHECK ALL DEMOLITION PLANS AND ACTUAL FIELD CONDITIONS FOR UNIT LOCATIONS. COORDINATE WORK WITH MECHANICAL CONTRACTOR. ALL CONDUITS PENETRATING THROUGH THE ROOF AND ACCESSIBLE SHALL BE REMOVED. 4.THE DEMOLITION PLANS HAVE NO INTENT TO SHOW ALL ELECTRICAL DEVICES TO BE REMOVED. ELECTRICAL CONTRACTOR SHALL VERIFY DEMOLITION WORK INVOLVED PRIOR TO BID. 5.REMOVE ALL ELECTRICAL AND SIGNALING DEVICES (INCLUDING, BUT NOT LIMITED TO REMOVAL OF ALL ELECTRICAL PANELS, LIGHTING FIXTURES, RECEPTACLES, MOTOR DISCONNECTS, FIRE ALARM AND OTHER LOW VOLTAGE DEVICES). UNLESS NOTED OTHERWISE. 6.REMOVE ALL WIRES, CABLES AND SURFACE MOUNT RACEWAYS AND APPURTENANCES WHICH SERVE DEVICES BEING REMOVED, CUT CONDUIT FLUSH TO CEILING OR WALL WHEN CONCEALED, AND SEAL OFF WITH SPRAY FOAM. ABANDON FLUSH BOXES AND NON-ACCESSIBLE CONDUIT. PROVIDE COVER PLATES FOR ALL BOXES TO REMAIN. 7.ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR FOR ALL CUTTING, PATCHING AND FINISH WORK. 8.CONTRACTOR TO REMOVE AND DELIVER TO OWNER ALL DEVICES THAT ARE IDENTIFIED BY OWNER TO BE RETAINED. CONTRACTOR SHALL COORDINATE WITH OWNER TO ASSURE THAT ALL ITEMS TO BE RETAINED ARE IDENTIFIED PRIOR TO THE START OF DEMOLITION. ALL ITEMS NOT SO IDENTIFIED SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSE OF OFF SITE. 9.FIELD VERIFY EXISTING CONDITIONS AND RACEWAYS CAST IN CONCRETE. 10.E.C. SHALL CONFIRM WITH THE G.C. THE EXTEND OF ANY ARCHITECTURAL DEMOLITION PRIOR TO ANY ELECTRICAL DEMOLITION. E.C. IS RESPONSIBLE FOR ALL ELECTRICAL DEMOLITION AND MAINTAINING EXISTING EQUIPMENT AND CIRCUITING TO REMAIN. SYMBOL DESCRIPTION RECESSED LIGHT FIXTURE SURFACE OR PENDANT MOUNT LIGHT FIXTURE (CIRCLE INDICATES RECESSED OR CONCEALED JUNCTION BOX) SURFACE OR PENDANT MOUNT STRIP LIGHT (CIRCLE INDICATES RECESSED OR CONCEALED JUNCTION BOX) EGRESS FIXTURE WITH EMERGENCY BATTERY PACK. PROVIDE UNSWITCHED HOT LEG. EMERGENCY BATTERY PACK WITH TWIN HEAD FLOOD PROVIDE UNSWITCHED HOT LEG. COMBINATION EXIT/TWIN HEAD FLOOD (PROVIDE DIRECTION ARROWS AS INDICATED) PROVIDE UNSWITCHED HOT LEG. DUPLEX RECEPTACLE DUPLEX RECEPTACLE (G INDICATES GROUND FAULT CIRCUIT INTERRUPTER) DUPLEX RECEPTACLE (C INDICATES ABOVE COUNTER) DEDICATED CONDUIT HOMERUN TO PANEL & CIRCUIT NUMBERS AS INDICATED ON PLANS RACEWAY CONCEALED IN WALL OR CEILING RACEWAY CONCEALED UNDERGROUND OR UNDER FLOOR SLAB MARKS INDICATE NUMBER OF #12 AWG UNLESS NOTED OTHERWISE GROUNDING CONDUCTOR GROUNDING SYSTEM PER CODE JUNCTION BOX - SIZE PER CODE 120/208 VOLT PANELBOARD (OR AT RATED VOLTAGE AS NOTED) EXISTING PANELBOARD TO BE RETAINED ENCLOSED CIRCUIT BREAKER, AMPERES AS INDICATED METER CONSTRUCTION NOTES DEMOLITION NOTES ALL DEVICES WITH LIGHT LINE WEIGHT INDICATES EXISTING TO BE RETAINED. SEE GENERAL NOTES ON EACH SHEET. ALL DEVICES WITH DASH LINE INDICATES EXISTING TO BE REMOVED G C 1 1 M SINGLE POLE SWITCH CEILING MOUNTED OCCUPANCY SENSOR (LIGHTING CONTROL)OS J UNDERCOUNTER MICROWAVE GROUND UNDERGROUND REFRIGERATOR TELEPHONE TERMINAL BOARDTTB ELECTRICAL CONTRACTOR GROUND FAULT CIRCUIT INTERRUPTER MOUNT ABOVE COUNTER EC DW DISHWASHER C G GR UG MW REF UC FACP FIRE ALARM CONTROL PANEL SER SERVICE ENTRANCE RATED SUSE SUITABLE FOR USE AS SERVICE ENTRANCE BCT BONDING CONDUCTOR FOR TELECOMMUNICATIONS MON MONITOR CP COPIER P.B.PUSH BUTTON MONITORMON ACCESS CONTROL PANELACP DIGITAL ANTENNA SYSTEMDAS ALARM EMERGENCY SIGNAL ANTENNAAES VM VENDING MACHINE SPECIAL PURPOSE OUTLET - 1Ø, VOLTAGE AND AMPERES AS INDICATED GENERAL NOTES (APPLY TO ALL SHEET) 1. THE CONTRACTOR SHALL REFER TO STRUCTURAL DRAWINGS FOR BRACE FRAMED OR SHEAR WALLS. CONTRACTOR SHALL MOUNT DEVICES AND ROUTE CONDUIT SO AS NOT TO INTERFERE WITH THE STRUCTURAL INTEGRITY OF THE WALL. 2. ROOMS AND/OR AREAS WITHOUT CEILINGS SHALL HAVE ALL CABLES ROUTED IN CONDUIT. CONDUIT SHALL BE INSTALLED TIGHT TO STRUCTURE, ROUTED PARALLEL OR PERPENDICULAR TO STRUCTURE, AND SHALL BE PAINTED TO MATCH ADJACENT SURFACE. 3. PANEL DESIGNATIONS AND CIRCUIT NUMBERS ARE ONLY INDICATED ON THE DRAWINGS FOR REFERENCE BY THE ELECTRICAL CONTRACTOR. THE E.C. IS RESPONSIBLE TO PROVIDE ALL CONDUIT, WIRING, JUNCTION BOXES AND MISCELLANEOUS ACCESSORIES TO ACCOMMODATE INSTALLATION AND CONNECTION OF ALL DEVICES INDICATED ON THE CONTRACT DOCUMENTS. ALL WIRING SHALL BE IN HARD CONDUIT BACK TO THE DESIGNATED PANELBOARD. MC TYPE CABLE IS NOT AN ACCEPTABLE HOMERUN WIRING METHOD. ALL JUNCTION BOXES SHALL BE LABELED IDENTIFYING THE PANELBOARD AND CIRCUIT CONTAINED WITHIN. THERE SHALL BE NO MORE THAN (3) CIRCUITS PER HOMERUN. MULTI-WIRE CIRCUITS ARE NOT ALLOWED. EACH CIRCUIT SHALL CONTAIN A DEDICATED NEUTRAL UNLESS SPECIFICALLY ALLOWED BY THE ENGINEER. ALL WIRING SHALL BE SIZED ACCORDING TO AMPACITY OF THE CIRCUIT BREAKER INDICATED ON THE PANEL SCHEDULES. ALL CONDUIT SHALL BE SIZED PER NEC CODE BASED ON THE CONDUCTOR SIZE, TYPE, QUANTITY AND MINIMUM FILL REQUIREMENTS. CIRCUITS OVER 120 FEET FOR 120V AND 250' FOR 277V SHALL BE UP SIZED ONE WIRE SIZE TO ACCOUNT FOR VOLTAGE DROP. E.C. IS RESPONSIBLE TO SHOW ALL JUNCTION BOX LOCATIONS, CONDUIT ROUTING AND HOMERUNS ON A SET OF AS-BUILT DRAWINGS. 4. FEED THROUGH GFCI RECEPTACLES SHALL NOT BE USED. 5. THERE SHALL BE NO EXPOSED LOW VOLTAGE CABLING OF ANY TYPE IN EXPOSED FINISHED AREAS. 6. ALL SPARE CONDUITS (FOR FUTURE USE) SHALL BE LABELED "SPARE/FUTURE CONDUIT" AT EACH END OF THE CONDUIT WITH 1/2" TALL LETTERS, USING A PERMANENT MARKER. 7. FIRE CAULK ALL WALL PENETRATIONS AS REQUIRED. PROVIDE CONDUIT SLEEVES FOR ALL LOW VOLTAGE CABLES THROUGH NON-RATED WALLS. 8. ALL TYPICAL DEVICES SHALL BE MOUNTED AT CONSISTENT LOCATIONS AND HEIGHTS THROUGHOUT THIS PROJECT, UNLESS NOTED OTHERWISE. 9. SEE ALL DETAIL SHEETS AND RISER DIAGRAMS FOR ADDITIONAL WORK. ALL DETAILS AND RISERS ARE APPLICABLE TO THIS PROJECT WHETHER REFERENCED OR NOT. 10.ALL GROUNDING SHALL CONFORM TO NEC 250. 11.CIRCUITING SHALL BE PROVIDED AS REQUIRED TO MEET THE NEC. ALL SINGLE POLE CIRCUITS SHALL BE PROVIDED WITH DEDICATED NEUTRALS. 12.PROVIDE CUTTING AND PATCHING OF EXISTING WALLS TO ACCOMMODATE INSTALLATION OF NEW WORK.COORDINATE WITH G.C. LOW VOLTAGE SWITCHLV LOW VOLTAGE DIMMER SWITCHLV D SURFACE OR RECESSED LIGHT FIXTURE (1) DUPLEX RECEPTACLE & (1) DUPLEX SWITCHED RECEPTACLE UNDER (1) 2-GANG SWITCH PLATES WIRELESS ACCESS POINT - CEILING MOUNT. PROVIDE (2) CAT6A CABLES FOR EACH LOCATION. DATA OUTLET - WALL MOUNT AT +18" AFF. PROVIDE (2) CAT6 CABLES FOR EACH LOCATION (# INDICATES QUANTITY OTHER THAN 2). "WAP" INDICATES WALL MOUNTED WIRELESS ACCESS POINT. # DOOR POSITION SWITCH ELECTRIFIED EXIT DEVICE CARD READER D ED CR MOTION SENSOR CCTV CAMERA LOCATION - PROVIDE (1) DATA DROP PER LOCATION.C MS JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 E001 ELECTRICAL LEGEND, NOTES & ABBREVIATIONS VS VS ROOM CONTROLLER 0-10V DRIVER 0-10V DRIVER a b CAT 5 SWITCH RELAY S S TO SWITCHED RECEPTACLE 120V CKT. 120V CKT.(RECEPTS) LV aD CAT 5 LV aD CAT 5 SCALE:1 TYPICAL LIGHTING CONTROL DIAGRAM DIAGRAMMATIC JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 E002 PANEL SCHEDULES, MECHANICAL EQUIPMENT AND LIGHTING SCHEDULES X X 54321 A B C 1 1 22 2 2 2 2 4 4 4 3 3 3 DEMOLITION NOTES DISCONNECT & REMOVE EXISTING ELECTRIC HEATERS. DISCONNECT & REMOVE EXISTING LIGHTS, CONDUIT AND WIRE. TURN LIGHTS OVER TO THE OWNER. LIGHTS & CIRCUITING TO REMAIN. DISCONNECT & RELOCATE LIGHTS TO NEW LOCATIONS. EXTEND EXISTING CIRCUIT. 1 2 3 4 JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 ED101 ELECTRICAL DEMOLITION FLOOR PLAN SCALE:1 ELECTRICAL DEMOLITION FLOOR PLAN 1/8" = 1'-0" 8'4'0 8'16' SCALE: 1/8" = 1'-0" N X X X 54321 A B C X1 X S1 S2 P1 P2 OS OS OS LV D EX1 PL1 PL1 PL1PL1 RL1 RL1 SL1 SL1 SL1 SL1 SL1SL1SL1 SL1 SL1 SL1 SL1 NEW PANEL R WL1E EX1 EX1 EX2 VS VS VS VS RL2 LV D RL2 RL2 RL2 RL2 RL2 RL2 RL2 RL2 RL2 RL2 RL2 RL2 RL2 RL2 RL2 RL2 RL2 RL2 RL2 GENERAL NOTES 1.LIGHTING CONTROLS ARE BASED ON WATTSTOPPER. a a a a a a a a a a b b b b b b b b b b ba WL1E 3 3 R-1 R-1 R-1 R-3 R-3 R-3 R-3 R-3 R-3 LV LV LV 1 PP 2 CONSTRUCTION NOTES PROVIDE CONNECTION TO EXISTING & RELOCATED LIGHTS IN THIS AREA. INSTALL POWER PACK HIGH UP ON WALL FOR LIGHTS & LOW VOLTAGE SWITCHES. CONNECT NEW LIGHTS TO EXISTING EXTERIOR LIGHTING CIRCUIT & CONTROLS. NEW LOCATION FOR EXISTING LIGHTS. 1 2 3 1 1 4 4 4 E E E 4 JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 SCALE:1 LIGHTING FLOOR PLAN 1/8" = 1'-0" 8'4'0 8'16' SCALE: 1/8" = 1'-0" N E201 LIGHTING FLOOR PLAN X X X 54321 A B C X1 X (E) P1 (E) P2 (E) S1 (E) S2 G G,C J HOOD G,C REF REF NEW PANEL 'R' G G G,W NEW 200AMP FEEDER: 2"C., (4) #3/0 CU. & (1)#6 GR. ROUTED UP HIGH AND ALONG THE WALLS.EXISTING MDB IN ELECTRICAL ROOM R-32R-34 R-32 S R-34 R-38 R-34 +8'-0"S R-34 R-38 R-5 R-5 R-7 DF R-5 R-5 BOTTLE FILLER R-26 R-2 R-4 50A OVEN R-12,14 40A COOK-TOP R-16,18R-20 R-20 G,CR-22 MW, R-10 MW, R-8 DW, R-6 G,CR-22 R-20 R-36 S S R-36 R-36 R-38R-38 R-28 +65" R-28 +65" S R-38 R-36 S R-38 R-32 R-30 1 J J J J J J J J 22 R-11R-9 CONSTRUCTION NOTES MOUNT ABOVE T-BAR CEILING AT INSTRUCTIONAL WALL. PROVIDE CONNECTIONS TO HARD-WIRED SENSORS FOR FLUSH VALVES & FAUCETS. E.C. TO COORDINATE WITH M.C. FOR MOUNTING OF TRANSFORMER AND CONNECTIONS TO EQUIPMENT. MOUNT IN FACE OF THE ISLAND. SEE ARCHITECTURAL ELEVATIONS FOR APPROXIMATE LOCATIONS. 1 2 DOAS 1 OHP 1 EWH 2 EWH 1 ICU 1 ICU 2 ICU 3 ICU 4 ETP 1 JR-5 2 E301 R-43 R-45 R-47 R-49 3 3 3 3 3 G,W R-36 G,W R-36 A JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 SCALE:1 POWER FLOOR PLAN 1/8" = 1'-0" 8'4'0 8'16' SCALE: 1/8" = 1'-0" N E301 POWER FLOOR PLAN SCALE:2 ALTERNATE BID #1 1/8" = 1'-0" X X X 54321 A B C X1 X EXISTING TELECOM RACKS AT MEZZANINE ACP EXISTING ACCESS CONTROL PANEL AT MEZZANINE FA C P EXISTING FIRE ALARM CONTROL PANEL C WAP C MS C EXISTING (2)2"C. FOR SYSTEMS CABLE PATH 4 4 EXISTING OVERHEAD OPEN CABLE ROUTE C 1 1 EXISTING OVERHEAD CABLE ROUTE CR ED D +65"AFF +65"AFF MS C CONSTRUCTION NOTES PROVIDE (1) CAT6 CABLE AND DATA JACK TO EACH CCTV CAMERA LOCATION. RELOCATE EXISTING CCTV CAMERA AND CAT6 CABLE TO THIS LOCATION. 1 2 1 1 2 JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 SCALE:1 SYSTEMS FLOOR PLAN 1/8" = 1'-0" 8'4'0 8'16' SCALE: 1/8" = 1'-0" N E401 SYSTEMS FLOOR PLAN M 200A-3P 200A-3P 200A-3P EXIST PANEL 'S1' PROVIDE SERVICE ENTRANCE GROUND PER SPEC AND CODE 300A-2P CT'S EXISTING 'MDP' 120/208V, 3PH, 4W, SUSE RATED (SIEMENS) 600A-3P CT CAN UTILITY METER EXIST PANEL 'S2' EXIST PANEL 'P' (SEC.1) EXIST PANEL 'FP' EXIST PANEL 'P' (SEC.2) PSE POLE MOUNTED UTILITY TRANSFORMER GRD. PER NEC CODE 2"C., (4)#3/0 CU & (1)#4 GR. 2-1/2"C., (4)#4/0 CU & (1)#2 GR. 2"C., (4)#3/0 CU & (1)#4 GR. 208V-1PH- 240V-1PH; 75KVA TRANSFORMER (2) SETS OF 4"C., (4) 350MCM CU. 2-1/2"C., (4)#3/0 CU & (1)#4 GR. 60 0 A M P B U S (4) 2"C.O. OUT OF PANEL FOR FUTURE FUEL STATION CONDUIT RISER W/FEEDER EXISTING (2) SETS OF (4)#4/0 CU. SUPPORTED ON MESSENGER CABLE. WEATHER HEAD 4"C., (3) 350 MCM CU. 4"C., (3)350MCM CU. & (1)#2 GR. SCALE:1 EXISTING ONE-LINE DIAGRAM NTS M 200A-3P 200A-3P 200A-3P PROVIDE SERVICE ENTRANCE GROUND PER SPEC AND CODE 300A-2P CT'S EXISTING 'MDP' 120/208V, 3PH, 4W, SUSE RATED (SIEMENS) 600A-3P CT CAN UTILITY METER PSE POLE MOUNTED UTILITY TRANSFORMER GRD. PER NEC CODE 2"C., (4)#3/0 CU & (1)#4 GR. 2-1/2"C., (4)#4/0 CU & (1)#2 GR. 2"C., (4)#3/0 CU & (1)#4 GR. 208V-1PH- 240V-1PH; 75KVA TRANSFORMER (2) SETS OF 4"C., (4) 350MCM CU. 2-1/2"C., (4)#3/0 CU & (1)#4 GR. 60 0 A M P B U S (4) 2"C.O. OUT OF PANEL FOR FUTURE FUEL STATION CONDUIT RISER W/FEEDER EXISTING (2) SETS OF (4)#4/0 CU. SUPPORTED ON MESSENGER CABLE. WEATHER HEAD 4"C., (3) 350 MCM CU. 4"C., (3)350MCM CU. & (1)#2 GR. SCALE:2 REVISED ONE-LINE DIAGRAM NTS 200A-3P NEW PANEL 'R' (SEC. 1) 2"C., (4)#3/0 CU & (1)#4 GR. EXIST PANEL 'S1' EXIST PANEL 'S2' EXIST PANEL 'P' (SEC.1) EXIST PANEL 'FP' EXIST PANEL 'P' (SEC.2) 1 CONSTRUCTION NOTES PROVIDE NEW CIRCUIT BREAKER IN EXISTING SWITCHBOARD. 1 NEW PANEL 'R' (SEC. 2)SPD JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 E501 ONE-LINE DIAGRAM JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 E601 PANEL SCHEDULES JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 E602 PANEL SCHEDULES 1-1-01,02 RACK NUMBER DESIGNATIONLABEL 1" EMT OUT TO ACCESSIBLE CEILING PROVIDE COMPRESSION TYPE STEEL CONNECTOR PROVIDE 4" SQUARE 2-1/8" DEEP OUTLET BOX (RACO #233 OR SIMILAR) PROVIDE PULL STRING PROVIDE MUD RING, 1 OR 2 GANG OPENING AS REQUIRED. PROVIDE APPROPRIATE LENGTH COLLAR FOR FLUSH INSTALLATION WITH FINISHED WALL SURFACE. (RACO #7XX SERIES OR SIMILAR) HORIZONTAL CABLING (PERMANENT LINK) PROVIDE QUANTITIES AND TYPE AS REQUIRED SINGLE/DOUBLE GANG FACEPLATE AS REQUIRED PROVIDE QUANTITIES AND TYPES OF JACKS AS REQUIRED SCALE:5 TELECOMMUNICATIONS OUTLET LABEL IDENTIFICATION FORMAT DIAGRAMMATICSCALE:4 TYPICAL HORIZONTAL CABLE LABELING DIAGRAMMATIC SCALE:1 TELECOMMUNICATIONS OUTLET INSTALLATION DETAIL - NEW LOCATION ON NEW WALLS DIAGRAMMATIC DATA DATA DATADATA 1-1-01,02 SCALE:3 TYPICAL TELECOMMUNICATIONS OUTLET LABELING DIAGRAMMATIC RACK - PANEL - PORT PORT NUMBER(S) OF TELECOM OUTLET PATCH PANEL LABEL WINDOW LABEL WINDOW 2-PORT OUTLET (WIRELESS ACCESS POINT) 1-PORT OUTLET SCALE:6 TYPICAL TELECOMMUNICATIONS OUTLET (ACCESSIBLE CEILING SPACE APPLICATIONS) DIAGRAMMATIC 1 1 2 22 4 5 4 5 CAT 6 PATCH PANEL SWITCH LIU EXISTING MEZZANINE EXISTING RACK 7 EXISTING SERVICE 9 8 9 9 11 10 SCALE:7 TELECOMMUNICATIONS RISER DIAGRAM DIAGRAMMATIC CONSTRUCTION NOTES SEE SECTION 27 20 00 FOR TELECOMMUNICATIONS OUTLET TYPE, STYLE, AND COLOR. PROVIDE WHITE TELECOMMUNICATIONS JACK. TELECOMMUNICATIONS PORTS ON OUTLET. PROVIDE BLANK INSERTS ON UNUSED PORTS. PROVIDE (1) CAT 6 CABLE FROM THE TELECOMMUNICATIONS OUTLET TO THE NEAREST TELECOMMUNICATIONS ROOM FOR EACH CCTV CAMERA UNLESS NOTED OTHERWISE. PROVIDE (2) CAT 6A CABLES FROM THE TELECOMMUNICATIONS OUTLET TO THE NEAREST TELECOMMUNICATIONS ROOM FOR EACH WIRELESS ACCESS POINT. PROVIDE CABLE COLOR AS SPECIFIED IN SECTION 27 20 00. PROVIDE A 10-FOOT SERVICE LOOP IN THE ACCESSIBLE CEILING SPACE, UNLESS OTHERWISE NOTED. PROVIDE (2) CAT 6 CABLES FROM THE TELECOMMUNICATION OUTLET TO THE NEAREST TELECOMMUNICATIONS ROOM. PROVIDE THE CAT6 CABLE COLOR AS SPECIFIED IN SECTION 27 20 00. SEE THE ELECTRICAL LEGEND, DETAIL SHEETS, AND FLOOR PLANS FOR TYPES AND QUANTITIES. PROVIDE HORIZONTAL CABLE TYPES AND QUANTITIES AS SPECIFIED, AS SHOWN ON THE LEGEND, AND AS SHOWN ON OUTLET DETAILS. EXISTING FIBER INFRASTRUCTURE PROVIDE PATCH CORDS AS SPECIFIED. SWITCH SHOWN FOR REFERENCE ONLY (PROVIDED BY THE OWNER). 1 2 4 5 6 7 8 9 10 11 1 2 3 3 2 SCALE:7 TYPICAL TELECOMMUNICATIONS TWO-PORT DATA OUTLET DIAGRAMMATIC 6 3 7 7C JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 E701 LOCAL AREA NETWORK (LAN) TYPICAL MDF ROOM SWITCH UPS 2 2 2 2 3 1 2 4 4 4 5 5 SCALE:2 CCTV RISER DIAGRAM DIAGRAMMATIC 1.THIS RISER DIAGRAM IS DIAGRAMMATIC IN NATURE. 2.ALL EQUIPMENT SHOWN IS TYPICAL. SEE FLOOR PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. PROVIDE QUANTITIES AS REQUIRED. 3.ALL EQUIPMENT, CCTV SYSTEM CABLING AND PROGRAMMING, SHALL BE THE RESPONSIBILITY OF (1) INSTALLING VENDOR FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM. 4. A.THE SECTION 27 20 00 DATA AND VOICE INFRASTRUCTURE INSTALLING VENDOR SHALL PROVIDE ALL CABLING AND EQUIPMENT AS IDENTIFIED IN CONSTRUCTION NOTE 2 (ON THIS SHEET). THE PATCH PANEL(S) AND DATA OUTLET(S) SHALL BE DEEMED THE DEMARCATION POINT. B.THE SECTION 28 23 00 CLOSED CIRCUIT TELEVISION SYSTEM (CCTV) INSTALLING VENDOR SHALL PROVIDE ALL OTHER CABLING AND EQUIPMENT. 4.NOT ALL PARTS ARE CALLED OUT IN SPECIFICATIONS. PROVIDE ALL PARTS AS REQUIRED FOR A FULLY FUNCTIONAL CAMERA SYSTEM. OWNER-PROVIDED POE NETWORK SWITCH. DATA CABLES, PATCH PANELS, PATCH CORDS FOR PATCH PANELS, PATCH CORDS FOR EACH CAMERA (SIZED TO FIT), PATCH PANEL LABELING, CAT6 CABLE LABELING, AND UPS SHALL BE PROVIDED, INSTALLED, TERMINATED, AND TESTED BY SECTION 27 20 00. PROVIDE YELLOW JACKS FOR THE CCTV SYSTEM CABLING. EXISTING VMS SERVER. PROGRAM CAMERAS INTO VIDEO SERVER LOCATED IN DATA ROOM. PROVIDE ONE CAMERA LICENCE FOR EACH NEW CAMERA INSTALLED. SEE THE CAMERA INSTALLATION DETAILS FOR ROUGH-IN AND TYPICAL INSTALLATION. REFER TO MANUFACTURES RECOMMENDATIONS FOR ADDITIONAL REQUIREMENTS. 1 2 3 4 5 CCTV RISER DIAGRAM GENERAL NOTES CCTV RISER DIAGRAM CONSTRUCTION NOTESC C DISTRICT DATA CENTER SCALE:1 SURFACE MOUNT CCTV CAMERA (CEILING BEAM) DIAGRAMMATIC TELECOMMUNICATIONS OUTLET COVER OF JUNCTION BOX S CAMERA SPECIFIC SURFACE MOUNT ADAPTER CEILING BEAM 8"X8"X8" JUNCTION BOX CAT6 CABLING TO THE MDF/DESIGNATED IDF 3/4" CONDUIT SERVER 4 JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 E702 ACP/ACDI 18/6NS CR ES 18/4NS 18/4NS REX 8 1 2 2 6 27 3 4 6 7 5 SCALE:1 ACCESS CONTROL SYSTEM DOOR HARDWARE DIAGRAM DIAGRAMMATIC EXISTING ACCESS CONTROL PANEL LOCATED AT MEZZANINE NEXT TO EXISTING TELECOM RACKS. 2 6 CONSTRUCTION NOTES (ACP)ACCESS CONTROL PANEL. SEE SECTION 281300 ACCESS CONTROL SYSTEM FOR CABLING AND MOUNTING REQUIREMENTS. (CR) CARD READER MOUNT AT +44" AFF ON CENTER. CABLING FOR STRIKE/EXIT DEVICE(ES). USE THE ENTIRE CABLE RUN DISTANCE TO DETERMINE THE CONDUCTOR REQUIRED FOR EACH DOOR: 50'-0" OR LESS = 14AWG, 100'-0" OR LESS =12AWG. FOUR(4) CONDUCTORS ARE REQUIRED TO EACH LOCATION. (ES) ELECTRIC STRIKE / ELECTRIFIED DOOR HARDWARE, COORDINATE WITH DIVISION 8 FOR EXACT DEVICE AT EACH LOCATION. PROVIDE 3/4" CONDUIT(S), QUANTITIES AS REQUIRED. DOOR POSITION SWITCH. REQUEST TO EXIT DEVICE. 1 2 4 5 6 7 8 3 JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 E703 JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 02.28.2024 SCHEMATIC DESIGN Copyright 2024 Tovani Hart All rights reserved.c NOT FOR CONSTRUCTION 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 FA001 1.PROVIDE ALL MATERIALS, EQUIPMENT, LABOR, DESIGN AND PROGRAMMING FOR THE MODIFICATION OF A COMPLETE, ADDRESSABLE LOW VOLTAGE 24 VOLT D.C., FULLY OPERATIONAL FIRE ALARM SYSTEM. ALL EQUIPMENT PROVIDED FOR THIS PROJECT SHALL BE NEW, CURRENTLY MANUFACTURED, AND SHALL BE DELIVERED TO THE PROJECT SITE WITH THE ORIGINAL FACTORY SEAL INTACT. MATERIALS AND WORKMANSHIP SHALL FULLY COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (N.F.P.A. #70), NATIONAL FIRE ALARM AND SIGNALING CODE (N.F.P.A. #72), THE LAWS AND REGULATIONS OF WASHINGTON STATE, THE CITY OF GIG HARBOR MUNICIPAL CODE. 1.1.THE NICET DESIGNER SHALL BE RESPONSIBLE FOR DESIGN, LAYOUT, AND COORDINATION OF SHOP DRAWINGS IN ACCORDANCE WITH NFPA #72 1.2.SHOP DRAWINGS 1.2.1.PREPARE DETAILED WORKING DRAWINGS FOR THE SYSTEM LAYOUT IN ACCORDANCE WITH N.F.P.A. #72 AND THE FOLLOWING: 1.2.1.1.SHOP DRAWING REQUIREMENTS: THE INSTALLING VENDOR'S/CONTRACTOR'S COMPLETE AND FULL-SIZE SET OF SHOP DRAWINGS SHALL BE ISSUED IN THE FOLLOWING FORMAT: a.THEY SHALL BE CLEAR AND LEGIBLE. b.THE SAME SHEET SIZE AS THE CONTRACT DRAWINGS (I.E. 30” X 42”). c.A MINIMUM OF 1/8” TEXT HEIGHT SHALL BE USED FOR ALL TEXT, SYMBOL TEXT, AND SUBSCRIPT TEXT. d.SCALE OF DRAWINGS i.ANY SITE PLAN DRAWINGS SHALL BE THE SAME SCALE AS ISSUED IN THE CONTRACT DOCUMENTS. ii.FLOOR PLAN DRAWINGS SHALL BE 1/8”=1'-0”, UNLESS DIRECTED TO DO OTHERWISE. e.THE ELECTRICAL LEGEND, WIRE LEGEND, LOAD AND BATTERY CALCULATIONS, RISER DIAGRAM, SEQUENCE OF OPERATION INFO, WIRING DETAILS, AND MOUNTING DETAILS SHALL PRECEDE THE SITE PLANS AND FLOOR PLANS. f.ALL SHEETS, INCLUDING THE COVER, SHALL INCLUDE A TITLE BLOCK ALONG THE EDGE OF EACH OF THE DRAWINGS THAT, WHEN THE DRAWINGS ARE ROLLED UP, THE FOLLOWING INFORMATION SHALL BE VISIBLE: g.THE SYSTEM-SPECIFIC SHEET NUMBER h.PROJECT NAME, SPECIFICATION SECTION NUMBER AND SECTION TITLE NAME i.FLOOR NAME, AREA, AND/OR SECTION OF THE BUILDING (USE THE NAME OF THE AREA AND/OR FLOOR DESCRIPTION THAT IS ON THE CONTRACT DRAWINGS.) j.ARCHITECTURAL INFORMATION ON THE CONTRACT DRAWINGS SHALL BE INCLUDED ON THE INSTALLING VENDOR'S/CONTRACTOR'S SHOP DRAWINGS, INCLUDING, BUT NOT LIMITED TO: MATCH LINES, GRID LINES, GRID BUBBLES, KEY PLAN, AND ENLARGED FLOOR PLANS. 2.COORDINATE EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL WALL MOUNTED DEVICES WITH ARCHITECTURAL ELEVATIONS. 3.CORE DRILLED HOLES SHALL NOT PENETRATE THROUGH ANY STRUCTURAL BEAMS, REBAR CONCRETE SLABS, AND / OR WALLS THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING. 4.WHEN PENETRATING FIRE RATED WALLS, FLOORS, OR CEILINGS, THE CONTRACTOR SHALL UTILIZE APPROVED FIRE RATED PENETRATION METHODS. THE FIRE RATING OF THE WALLS, FLOORS, OR CEILINGS SHALL BE MAINTAINED AFTER THE CONDUIT HAS BEEN INSTALLED. 5.PRIOR TO ROUGH-IN, COORDINATE EXACT LOCATIONS OF FIRE ALARM APPLIANCES AND DEVICES WITH THE GENERAL ELECTRICAL, MECHANICAL, AND FIRE PROTECTION CONTRACTORS. 6.THE GENERAL CONTRACTOR AND FIRE ALARM SYSTEM CONTRACTOR SHALL COORDINATE ALL CUTTING, PATCHING AND FINISH WORK. 7.ALL MANUAL PULL STATIONS SHALL BE DUAL ACTION, KEY OPERABLE. THE USE OF BREAK GLASS FRONT STATIONS ARE NOT ALLOWED. 8.EACH NEW WATER FLOW SWITCH, PRESSURE SWITCH, OR TAMPER SWITCH SHALL HAVE A SEPARATE AND UNIQUE ADDRESS. 9.ALL DEVICES AND DETECTOR BASES SHALL BE PERMANENTLY AND CLEARLY LABELED WITH THE DEVICE ZONE AND DEVICE NUMBER IN CIRCUIT IN A READILY VISIBLE LOCATION DIRECTLY ON THE DEVICE. FIRE ALARM SYSTEM GENERAL NOTES RELOCATE EXISTING DEVICE DEVICES IN DARK CONTINUOUS LINE TYPE ARE TO BE ADDED AS NEW FIRE ALARM SYSTEM FLOOR PLAN CONSTRUCTION NOTES 1 2 FIRE ALARM SYSTEM SCOPE OF WORK NARRATIVE THE SCOPE OF THIS PROJECT IS A TENANT IMPROVEMENT ADDING A BREAK ROOM AND TWO BATHROOMS. RELOCATE EXISTING DEVICES AND ADD NEW DEVICES AS SHOWN. THE EXISTING FIRE ALARM PANEL IS A SILENT KNIGHT IFP-100 ADDRESSABLE CONTROL PANEL. SEQUENCE OF OPERATION PROGRAMMED INTO THE EXISTING PANEL TO REMAIN THE SAME. FIRE ALARM CONTROL PANEL 120VAC BACKUP BATTERIES P EXTERIOR NOTIFICATION APPLIANCES (TYPICAL) INITIATING DEVICES (TYPICAL) INTERIOR NOTIFICATION APPLIANCES (TYPICAL) W R C/O FIRE ALARM POWER SUPPLY FAPS BACKUP BATTERIES BAT 4 6246 5 120VAC R FIRE ALARM GRAPHIC MAP INTERIOR NOTIFICATION APPLIANCES (TYPICAL) EOL EOL 5 5 EOL 5 442 2 MM H/L M TS PS M TS M FS SMOKE / DOOR HOLDERS (TYPICAL) SPRINKLER INITIATING DEVICES (TYPICAL) CONTROL RELAY (TYPICAL) TS TS M RJ-31X TELEPHONE JACKS EOL INTERIOR NOTIFICATION APPLIANCES (TYPICAL)LF FACP BAT GMAP BFP 3 7 7 J J THE RISER DIAGRAM IS DIAGRAMMATIC IN NATURE. IT DOES NOT SHOW ALL DEVICES AND DOES NOT REPRESENT ACTUAL CONDUIT OR CABLE ROUTING. THE FIRE ALARM SYSTEM SHALL BE FULLY FUNCTIONAL WITHOUT THE USE OF PRIMARY POWER. THE FIRE ALARM SYSTEM SHALL BE PROVIDED WITH A MINIMUM OF 24 HOURS OF STANDBY OPERATION FOLLOWED BY AN ADDITIONAL 5 MINUTES OF ALARM OPERATION. ALL BATTERIES SHALL BE SIZED TO PROVIDE AT LEAST 20% ADDITIONAL SPARE CAPACITY. SEE THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. PROVIDE ALL NECESSARY EQUIPMENT, INTERFACES, OTHER APPURTENANCES, AND PROGRAMMING AS REQUIRED FOR COMMUNICATION TO THE CENTRAL STATION MONITORING COMPANY OR MONITORING STATION. PROVIDE SYSTEM POWER SUPPLIES, WHERE REQUIRED. PROVIDE SYSTEM CABLES FOR A FULLY FUNCTIONAL SYSTEM, AS REQUIRED. PROVIDE SURGE PROTECTION ON ALL INCOMING PRIMARY POWER SUPPLIES SERVING FIRE ALARM SYSTEM PANELS. ALL WIRE RUN UNDERGROUND SHALL BE SUITABLE FOR WET LOCATIONS. FIRE ALARM SYSTEM CONTRACTOR SHALL PROVIDE CARBON MONOXIDE DETECTION IN SLEEPING AREAS AND NEAR FOSSIL FUEL BURNING EQUIPMENT. FIRE ALARM SYSTEM RISER DIAGRAM CONSTRUCTION NOTES 1 2 3 4 5 6 7 8 1.THE FIRE ALARM SYSTEM SHALL BE FULLY FUNCTIONAL WITHOUT THE USE OF PRIMARY POWER. THE FIRE ALARM SYSTEM SHALL BE PROVIDED WITH A MINIMUM OF 24 HOURS OF STANDBY OPERATION FOLLOWED BY AN ADDITIONAL 5 MINUTES OF ALARM OPERATION. 2.ALL BATTERIES SHALL PROVIDE AT LEAST 25% SPARE CAPACITY. 3.THE FIRE ALARM SYSTEM CONTROL PANEL (FACP) IS EXISTING AND MAY INCLUDE INTERNAL POWER SUPPLIES. THE FIRE ALARM SYSTEM POWER SUPPLIES (FAPS) ARE SHOWN FOR REFERENCE ONLY. PROVIDE ADDITIONAL QUANTITIES OF POWER SUPPLIES AS REQUIRED FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM. THE FIRE ALARM SYSTEM CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE ELECTRICAL CONTRACTOR FOR ALL POWER CONNECTIONS THE FIRE ALARM SYSTEM CONTRACTOR SHALL BE RESPONSIBLE FOR THE ELECTRICAL COSTS ASSOCIATED WITH ALL NON-COORDINATED POWER CONNECTIONS. 4.PROVIDE 25% SPARE CAPACITY FOR NOTIFICATION POWER SUPPLIES. 5.EACH CIRCUIT SHALL HAVE A MAXIMUM OF 20 DEVICES PER ZONE. 6.PROVIDE BATTERY CALCULATIONS FOR ALL FIRE ALARM SYSTEMS. 1.ALL INITIATING AND NOTIFICATION CIRCUITS SHALL BE "CLASS B" WIRING. 2.ALL "CLASS B" WIRING CIRCUITS SHALL BE PROVIDED WITH AN "END-OF-LINE" RESISTOR INSTALLED AT THE END OF EACH CIRCUIT. 3.THE USE OF T-TAPPING IS NOT ALLOWED ON I.D.C. (INITIATING DEVICE CIRCUIT) CIRCUITS. T-TAPPING IS NOT ALLOWED ON ANY CIRCUIT REQUIRING AN END OF LINE RESISTOR. 4.ALL WIRE TERMINATIONS SHALL BE BY USE OF WIRE NUTS OR SCREW TYPE TERMINATION BLOCKS. 5.THE USE OF CRIMPED CONNECTORS, TWISTING OF WIRES, ETC. SHALL NOT BE ALLOWED IN J-BOXES, TERMINAL CABINETS, OR ENCLOSURES. 6.ALL WIRES OUTSIDE OF J-BOXES, TERMINAL CABINETS, OR ENCLOSURES SHALL BE FREE OF SPLICES. 7.CONDUITS SHALL BE CONCEALED IN CEILING SPACES, WALLS, AND OTHER AREAS WHEREVER POSSIBLE. 8.ALL CONDUIT SHALL BE INSTALLED IN A PARALLEL OR PERPENDICULAR FASHION THAT IS TIGHT TO STRUCTURE. THE CONTRACTOR SHALL COORDINATE ALL CONDUIT ROUTING WITH OTHER TRADES. 9.FIRE ALARM CABLING INSTALLED ABOVE ACCESSIBLE CEILINGS SHALL BE ALLOWED TO BE INSTALLED AS OPEN CABLING. PROVIDE "D" RING HANGER FOR ALL OPEN CABLING AT A MAXIMUM SPACING OF 5'-0" ON CENTER. 10.CABLING THAT IS INSTALLED IN WALLS, CABLING THAT IS INSTALLED BELOW 8'-0" IN ELEVATION THAT IS SUBJECT TO DAMAGE, AND CABLING THAT IS INSTALLED ABOVE INACCESSIBLE CEILINGS SHALL BE INSTALLED IN CONDUIT. 11.CONDUITS PASSING THROUGH BUILDING EXPANSION JOINTS OR BUILDING SEISMIC JOINTS SHALL HAVE JUNCTION BOXES AT EACH SIDE OF THE EXPANSION / SEISMIC JOINT. PROVIDE SECTION OF FLEXIBLE CONDUIT BETWEEN JUNCTION BOXES AND GROUNDING BUSHINGS WITH #12 GROUNDING CABLE TO MAINTAIN CONTINUITY BETWEEN ALL (2) JUNCTION BOXES. PROVIDE FLEX CONDUIT AND GROUNDING CABLE OF SUFFICIENT LENGTH TO ACCOMMODATE THE CALCULATED BUILDING MOVEMENT PLUS 6" OF ADDITIONAL MOVEMENT. PROVIDE QUANTITIES AS REQUIRED. 12.ALL EXPOSED SURFACE MOUNTED RACEWAYS IN FINISHED SPACES BELOW 8'-0" IN ELEVATION SHALL BE A MINIMUM OF SERIES 700 METAL WIREMOLD OR EQUAL. THE INSTALLATION OF EXPOSED ELECTRICAL METALLIC TUBING (EMT) IN FINISHED SPACES BELOW 8'-0" IN ELEVATION WILL NOT BE ALLOWED. 13.CONDUITS SHALL NOT EXCEED FILL RATING OF 40% AS DEFINED BY THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE (N.F.P.A. #70). PROVIDE SIZES AND QUANTITIES AS REQUIRED. 14.WHERE EXPOSED TO VIEW IN FINISHED SPACES, PAINT ALL NEW CONDUITS, MOUNTING HARDWARE, AND RACEWAYS TO MATCH THE ADJACENT SURFACES. 15.ALL NEW FIRE ALARM SYSTEM JUNCTION BOXES SHALL BE PAINTED RED AND ANNOTATED "FIRE ALARM POWER LIMITED" ON THE COVER IN BLACK BOLD PRINT HAVING MINIMUM CHARACTER FONT SIZE ¼" TALL X ¼" WIDE. 1.THE FIRE ALARM SYSTEM CONTRACTOR SHALL PERFORM AUDIBILITY TESTING IN EACH SPACE OF THE BUILDING PRIOR TO ACCEPTANCE TESTING. DOCUMENTATION OF DECIBEL (dB) VALUES RECORDED IN ALL SPACES SHALL BE PROVIDED TO THE ARCHITECT / ENGINEER PRIOR TO ACCEPTANCE TESTING. A.DECIBEL READINGS SHALL BE TAKEN AT A POINT 10'-0" FROM THE APPLIANCE AT AN ELEVATION OF 5'-0" ABOVE FINISHED FLOOR. B.THE SOUND LEVEL SHALL BE A MINIMUM OF 15 DECIBELS (dBs) ABOVE THE AVERAGE AMBIENT SOUND LEVEL. C.THE SOUND LEVEL SHALL BE A MAXIMUM OF 30 DECIBELS (dBs) ABOVE THE AVERAGE AMBIENT SOUND LEVEL. D.THE SOUND LEVEL SHALL BE A MINIMUM OF 5 DECIBELS (dBs) ABOVE THE MAXIMUM SOUND LEVEL HAVING A MINIMUM DURATION OF 60 SECONDS. E.IN SPACES THAT DO NOT MEET THE MINIMUM AUDIBLE (dB) VALUES, THE FIRE ALARM SYSTEM CONTRACTOR SHALL PROVIDE ADDITIONAL AUDIBLE NOTIFICATION APPLIANCES UNTIL THE MINIMUM DECIBEL (dB) VALUES ARE OBTAINED. FIRE ALARM SYSTEM CABLING AND CONDUIT REQUIREMENTS FIRE ALARM SYSTEM AUDIBILITY REQUIREMENTS FIRE ALARM SYSTEM EQUIPMENT REQUIREMENTS 1 CONSTRUCTION NOTES MISCELLANEOUS SYMBOL DESCRIPTION JUNCTION BOX FA FA INDICATES FIRE ALARM J RD RD INDICATES RETURN DUCT SD SD INDICATES SUPPLY DUCT RISER NOTES1 P FAPS FACP BAT MANUAL PULL STATION - WALL MOUNT OPERABLE PART BETWEEN 42" AND 48" ABOVE FINISH FLOOR SMOKE DETECTOR (CEILING MOUNTED) FIRE ALARM SYSTEM POWER SUPPLY FOR NOTIFICATION DEVICES EXISTING FIRE-LITE MS 9200UD SYSTEM CONTROL PANEL BATTERY CABINET C/O CARBON MONOXIDE SENSOR FIRE ALARM SYSTEM LEGEND SYMBOL DESCRIPTION FIRE ALARM CLEAR (WHITE) STROBE ONLY - WALL MOUNTED WITH THE ENTIRE STROBE LENS NOT LESS THAN 80" OR MORE THAN 96" ABOVE THE FINISHED FLOOR OR NOT MORE THAN 6" BELOW THE CEILING, WHICHEVER IS LOWER HEAT DETECTOR (CEILING MOUNTED) FIRE ALARM HORN W/CLEAR (WHITE) STROBE - WALL MOUNTED W/ THE ENTIRE STROBE LENS NOT LESS THAN 80" OR MORE THAN 96" ABOVE THE FINISHED FLOOR OR NOT MORE THAN 6" BELOW THE CEILING, WHICHEVER IS LOWER COMBINATION FIRE ALARM HORN AND SINGLE CLEAR (WHITE) STROBE APPLIANCE - CEILING MOUNTED FIRE ALARM STROBE ONLY - CEILING MOUNTED ALL NEW DEVICES INDICATED WITH A DARK CONTINUOUS LINE TYPE ALL EXISTING DEVICES THAT ARE TO BE RETAINED ARE INDICATED WITH A LIGHT CONTINUOUS LINE TYPE ALL DEVICES THAT ARE TO BE REMOVED ARE INDICATED WITH A DARK DASH LINE TYPE DOOR HOLDER FS SPRINKLER SYSTEM FLOW SWITCH SPRINKLER SYSTEM PRESSURE SWITCHPS SPRINKLER SYSTEM TAMPER SWITCHTS FIRE ALARM SYSTEM LEGEND, NOTES, AND RISER X X X 54321 A B C X 105 SUPERVISOR OFFICE 106 M/G/C SUPPORT 103 BREAK ROOM 110 ELEC. 109 LUBE STORAGE 102 TOOLS / PARTS MATERIALS STOR. 111 TOILET 101 WORK AREA 108 LOCKERS 107 PARTS 116 UNDEFINED SPACE 114 HALL 104 OFFICE 117 EXTERIOR ENCLOSURE 112 TOILET BREAK ROOM 120 HALL 116 MENS 119 WOMENS 117 STORAGE 121 CUSTODIAN 118 FA C P 1 22 2 JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 02.28.2024 SCHEMATIC DESIGN Copyright 2024 Tovani Hart All rights reserved.c NOT FOR CONSTRUCTION 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 FA101 SCALE:1 FIRE ALARM SYSTEM FLOOR PLAN 1/8" = 1'-0" 1.SEE SHEET FA001 FOR FIRE ALARM SYSTEM EQUIPMENT REQUIREMENTS, AUDIBILITY REQUIREMENTS, CABLING AND CONDUIT REQUIREMENTS, FLOOR PLAN GENERAL AND FLOOR PLAN CONSTRUCTION NOTES. 2.SEE SHEET FA001 FOR FIRE ALARM SYSTEM RISER DIAGRAM AND NOTES. 3.CEILING TYPES ARE SHOWN FOR REFERENCE ONLY AND ARE NOT PROVIDED TO INDICATE EXACT LAYOUTS. 4.CEILING MOUNTED DEVICES SHALL BE INSTALLED AT THE QUARTER POINT OR CENTER POINT OF 4'X2' ACOUSTICAL CEILING TILES AND CENTER POINT OF 2'X2' OR 1'X1' ACOUSTICAL CEILING TILES. FA SHEETS MAY NOT DEPICT THIS INSTALLATION DUE TO REFLECTED CEILING PLAN SHOWN BEING DIAGRAMMATICAL TO INDICATE CEILING TYPES, NOT EXACT ACOUSTICAL TILE LAYOUTS. 5.THE FIRE ALARM SYSTEM CONTRACTOR SHALL COORDINATE THE FIRE ALARM SYSTEM INSTALLATION WITH EXISTING ARCHITECTURAL FEATURES, H.V.A.C. GRILLES, ELECTRICAL LIGHTS, FIRE PROTECTION SPRINKLER HEADS, AND/OR EXISTING CONDITIONS. GENERAL NOTES FIRE ALARM SYSTEM FLOOR PLAN 105 SUPERVISOR OFFICE 106 M/G/C SUPPORT 103 BREAK ROOM 110 ELEC. 102 TOOLS / PARTS MATERIALS STOR. 111 TOILET 101 WORK AREA 108 LOCKERS 107 PARTS 201 MECHANICAL LOFT 115 BUS MAINTENANCE 116 UNDEFINED SPACE 114 HALL 104 OFFICE 118 FUTURE CONF. AREA 117 EXTERIOR ENCLOSURE 112 TOILET X X X 54321 A B C X1 X2 X CURRENT PLAN BREAK ROOM 120 HALL 116 MENS 119 WOMENS 117 STORAGE 121 CUSTODIAN 118 TT EXISTING SPRINKLER RISER EXISTING WET SYSTEM PIPING WITH UPRIGHT SPRINKLERS EXISTING DRY SYSTEM PIPING WITH UPRIGHT SPRINKLERS JOB NO. DATE REVISIONS DRAWN BY YE L M C O M M U N I T Y S C H O O L S TR A N S P O R T A T I O N T I 20 2 N W S t e v e n s A v e . Ye l m , W A 9 8 5 9 7 2024-010 TT 08.07.2024 PERMIT SET Copyright 2024 Tovani Hart All rights reserved.c 6 0 9 A C O L U M B I A S T . S W . O L Y M P I A , W A 9 8 5 0 1 P 360.339.8274 F 360.350.5614 FX101 SCALE:1 FIRE PROTECTION FLOOR PLAN 1/8" = 1'-0" AREA OF WORK N1.ADD PENDENT SPRINKLER PROTECTION TO THE NEW BUILDOUT BETWEEN GRIDS "A" AND "B" AND GRIDS "4" AND "5" IN COMPLIANCE WITH NFPA #13 AND CITY OF YELM. 2.CONTRTRACTOR TO VERIFY EXISTING SPRINKLER LAYOUT SHOWN. 3.THE FIRE SPRINKLER CONTRACTOR SHALL OBTAIN SPRINKLER PERMIT AND INSPECTIONS FROM THE CITY OF YELM. 4.NEW PENDENT SPRINKLERS SHALL MATCH THE STYLE AND COVER PLATE COLOR OF THE EXISTING PENDENT SPRINKLERS. NEW SPRINKLERS WITHIN INDIVIDUAL COMPARTMENTS SHALL BE QUICK RESPONSE. 5.NEW OR RELOCATED SPRINKLERS IN A.C.T. CEILINGS SHALL BE LOCATED AT CENTER OF TILE. 6.ANY SPRINKLER REMOVED FROM ITS FITTING SHALL BE REPLACED WITH A NEW SPRINKLER. 7.NEW SPRINKLER IN A.C.T. CEILINGS SHALL UTILIZE FLEXIBLE DROPS, OR OVERSIZE ESCUTCHEONS.RINGS TO OBTAIN SEISMIC CLEARANCE IN CEILING PENETRATIONS PER ASCE 7. 8.IF UTILIZED, FLEXIBLE DROPS TO PENDENT SPRINKLERS SHALL BE UL-LISTED AND/OR FM GLOBAL APPROVED AND SHALL INCORPORATE A BRAIDED STAINLESS-STEEL COVERING. THE BRACKET SHALL ALLOW ROOM FOR INSTALLATION OF CEILING TILE AFTER ATTACHMENT. FIRE PROTECTION GENERAL NOTES SCALE:2 FIRE PROTECTION EXISTING RISER NTS