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APPROVED PLN BLD2023-0362+Mechanical_Plan+3.23.2023_3.43.52_PM+3440132CODES SEAVIEW ELEMENTARY SCHOOL ROOF REPLACEMENT GENERAL NOTES 1. INTERNATIONAL BUILDING CODE (IBC), 2018 1. PROVIDE TEMPORARY PROTECTION TO KEEP (E) BLD EDITION WASHINGTON STATE AMENDMENTS WAC WEATHERTIGHT AND WATERTIGHT AT ALL TIMES. 51-50* 2. PROVIDE TEMPORARY SHEET PLASTIC OR PVC DOWNSPOUTS 2. INTERNATIONAL MECHANICAL CODE (IMC), 2018 TO ENSURE WATER FROM ROOFS IS CONVEYED TO STORM EDITION WASHINGTON STATE AMENDMENTS WAC DRAIN SYSTEMS 51-52* 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CERTAIN ACTIONS 3. INTERNATIONAL PLUMBING CODE (IPC) 2018 RELATING TO EXISTING SITE UTILITIES & BUILDING SYSTEMS. "01 EDITION WASHINGTON STATE AMENDMENTS WAC SEE SPECIFICATION SECTION 51 00 EXISTING FACILITIES 51-56 & WAC 51-57* & TEMPORARY CONTROLS" & OTHER SPECIFICATION SECTIONS. 4. INTERNATIONAL FIRE CODE (IFC), 2018 EDITION 4. PROTECT ALL SURFACES, FURNITURE, EQUIPMENT, FINISHES WASHINGTON STATE AMENDMENTS WAC 51-44* & SIMILAR ITEMS AT ALL ROOMS INSIDE OF BUILDING WITH 5. NATIONAL ELECTRICAL CODE (NEC), 2018 EDITION SHEET PLASTIC. 5. RESTORE (E) LAWNS & (E) PLANTING BEDS AFFECTED BY 6. ACCESSIBILITY CODE WAC 51-50* WORK. 7. WASHINGTON STATE ENERGY CODE WAC 51-11 * 6. REPAIR (E) IRRIGATION SYSTEM AFFECTED BY WORK. * CURRENT STATE AMENDMENTS 7. BRING CONFLICTS, OMISSIONS AND INCONSISTENCIES FOUND IN CONTRACT DOCUMENTS TO ATTENTION OF ARCHITECT EXISTING CONDITIONS IMMEDIATELY. REFER TO GENERAL CONDITIONS FOR ADDITIONAL REQUIREMENTS. 1. THE DRAWINGS CONTAIN REFERENCES TO EXISTING 8. NOT ALL FURNITURE, FIXTURES, EQUIPMENT AND CONDITIONS. THE BUILDING IS NOT LEVEL, SQUARE OR APPURTENANCES ARE SHOWN. PLUMB. 9. DO NOT SCALE DRAWINGS. 2. CONTRACTOR SHALL REVIEW EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING SCOPE OF ALL DEMOLITION, CUTTING, PATCHING, FITTING & RESTORATION WORK REQUIRED FOR INSTALLATION & REVISION NOTES COMPLETION OF ALL WORK. 11. FIELD VERIFY ALL (E) CONDITIONS & ROUGH OPENINGS PRIOR REVISION # TO FABRICATION AND LAYOUT OF WORK. NOTIFY ARCHITECT OF CONFLICTS IMMEDIATELY. ADD # 12. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS AREA OF REVISION UNLESS MORE STRINGENT REQUIREMENTS ARE NOTED OR REQUIRED BY CODE. 13. INSTALL ALL WORK IN OCC SEPARATIONS, FIRE, & SMOKE BARRIER RATED ASSEMBLIES IN ACCORDANCE W/ IBC & IFC REQUIREMENTS. 14. FIRE STOP & LABEL PENETRATIONS IN FIRE & SMOKE RATED ASSEMBLIES IN ACCORDANCE WITH THE REQUIREMENTS OF THE ASSEMBLIES. 15. COORDINATE ROUGH OPENING SIZE & LOCATION REQUIREMENTS WITH ALL SUBCONTRACTORS PRIOR TO FABRICATION OR LAYOUT OF WORK. 16. VERIFY SIZE & LOCATION OF MECHANICAL AND ELECTRICAL EQUIPMENT, CURBS, BASES AND SIMILAR ITEMS WITH MANUFACTURERS PRIOR TO FABRICATION & LAYOUT OF WORK. 17. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. 18. NOT ALL FASTENERS & ATTACHMENT DEVICES INDICATED. PROVIDE ADDITIONAL DEVICES AS REQUIRED TO SECURE WORK. 19. WHERE WOOD FRAMING INDICATED AS 2x, 4x, 6x OR SIM CUT FROM SIZE INDICATED TO FIT. 20. RESTORE DAMAGE TO LAWNS, PLANTING BEDS & OTHER (E) CONDITIONS TO LIKE OR BETTER CONDITIONS. PROJECT DATA ADDRESS 8426 188TH sr sw PROJECT EDMONDS, WA 98026 � SITE VICINITY MAP owl r i '`Aft A�# � J 4. - PROJECT DESCRIPTION IN GENERAL, THE PROJECT MAY BE SUMMARIZED AS FOLLOWS: REPLACEMENT OF ASPHALT SHINGLE & BUILT-UP ROOF MEMBRANE SYSTEMS, FLASHING, SHEET METAL,& FANS AUTHORITY HAVING JURISDICTION BUILDING: CITY OF EDMONDS FIRE: SOUTH SNOHOMISH COUNTY FIRE & WATER MECHANICAL: CITY OF EDMONDS ELECTRICAL: CITY OF EDMONDS SITE DATA TAX PARCEL NUMBER: 00434600001900 LOT SIZE: 8.42 AC INCREASED LOT COVERAGE: NO CHANGE INCREASED HEIGHT: NO CHANGE INCREASED BLD AREA: NO CHANGE INCREASED IMPERVIOUS AREA: NO CHANGE BUILDING DATA USE: ELEMENTARY SCHOOL OCC GROUPS: E, A-3 & B BUILDING AREA: 49,420 SF CONSTRUCTION TYPE: FIRE SPRINKLERED: NO FIRE ALARM: YES DIRECTORY OWNER EDMONDS SCHOOL DISTRICT NO. 15 20420 68TH AVE. W. LYNNWOOD, WASHINGTON 98036-7400 PHONE 425.431.7161 CONTACT NICK CHOU ARCHITECT GREENE GASAWAY ARCHITECTS PO BOX 4158 FEDERAL WAY, WA 98063-4158 CONTACT CALVIN GASAWAY PHONE 206.818.5466 EMAIL Calvin@greenegasaway.com STRUCTURAL CPL 801 2ND AVE SUITE 200 SEATTLE, WA 98104 CONTACT: STEVE SAVAGE PHONE: 206.554.1636 EMAIL: STEVES@CPLINC.COM no=6P.I_1LV0_11 HULTZ BHU 1111 FAWCET AVE. SUITE 100 TACOM A, WA 98402 CONTACT: RICK HULTZ PHONE: 253.383.3257 EMAIL: rick@hultzbhu.com ELECTRICAL HULTZ BHU 1111 FAWCET AVE. SUITE 100 TACOM A, WA 98402 CONTACT: ANATOLIY DERLYUK PHONE: 253.383.3257 EMAIL: anatoliyd@hultzbhu.com APPROVED BY PLANNING May 08 2023 1]:L\Ti91I[MlI191il ARCHITECTURAL A001 GENERAL INFORMATION A010 ABBREVIATIONS, SYMBOLS &EXTERIOR FINISH SCHEDULE I_ItoId MODI=N�. A210 FLOOR PLAN A211 ATTIC PLAN A230 ROOF PLAN A231 ROOF PLAN A232 ROOF PLAN A233 ROOF PLAN A341 FALL PROTECTION PLAN A342 FALL PROTECTION PLAN A343 FALL PROTECTION PLAN A600 DETAILS A610 DETAILS A620 DETAILS A630 DETAILS A640 DETAILS A650 DETAILS A651 DETAILS A652 DETAILS A660 DETAILS A670 DETAILS A680 DETAILS A690 DETAILS A691 DETAILS A692 DETAILS A693 DETAILS A694 DETAILS A695 DETAILS A696 DETAILS MECHANICAL/ELECTRICAL ME100 ROOF PLAN - MECH/ELEC SEE ASSOCIATED BLD2023-0359 PLANS FOR BUILDING DEPT APPROVAL City Of Edmonds Building Department Work MECHANICAL Address 8426 188TH ST SW Owner SEAVIEW ELEMENTARY Approved Date Building Official Permit Number BLD2023-0362 greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 0 0 H z 0 ? LUCf) � Q LU o � U o z Q o LU 3: 0. (j U) LU LLJ o J � z LU w �LU Q LU U) DATE REV: z 0 ry 0 z J Q W z W 0 RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9 MARCH2023 A001 PRICING SET ABBREVIATIONS GENERAL * AND + AND L OR L ANGLE ti APPROX DIM @ AT OR CL CENTERLINE 0 DIAMETER > GREATER THAN 'G ING (@ END OF ABBREVIATION) < LESS THAN F� PLATE 's PLURAL (@ END OF ABBREVIATION) # POUND/NUMBER AAT ATTACHED ACOUSTICAL TILE AFCP ATTACHED FIBROUS CEILING PANEL AB ANCHOR BOLT ACM ASBESTOS CONTAINING MATERIALS ACP ASPHALT COMP PAVING ACU AIR CONDITIONING UNIT AD AREA DRAIN ADA AMERICANS WITH DISABILITIES ACT ADD ADDITIONAL / ADDENDUM ADJ ADJACENT AF ABOVE FLOOR AFF ABOVE FINISH FLOOR AHERA ASBESTOS HAZARDOUS MATERIAL RESPONSE ACT AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM APPROX APPROXIMATELY ARCH ARCHITECTURAL AWP ACOUSTICAL WALL PANEL AXON AXONOMETRIC (B) BELOW B BLINDS BAR REINFORCEMENT BF BARRIER FREE BLD BUILDING BLKG BLOCKING BM BEAM BOT BOTTOM BRG BEARING BTWN BETWEEN BU BUILT UP BUR BUILT—UP ROOF C CHASE C&P CUTTING & PATCHING C— COVED CB CATCH BASIN CFR CODE OF FEDERAL REGULATIONS CIS CORNER GUARD CH CLOTHES HOOK CI CAST IRON CISCA CEILING & INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION CJ CONSTRUCTION JOINT / CONTROL JOINT CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEAN OUT COL COLUMN COMP COMPRESSOR / COMPOSITION CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS / CONTINUE COOR COORDINATE CPT CARPET CORR CORRIDOR CS COILING SHUTTER CSBC CRUSHED SURFACING BASE COURSE CSEJ CEILING SEISMIC EXPANSION JOINT CSRSV COVED SLIP RESISTANT SHEET VINYL CSTC CRUSHED SURFACING TOP COURSE CT CERAMIC TILE CTB CERAMIC TILE BASE CTR CENTER CU CONDENSING UNIT CVB COVERBOARD D DEEP / CLOTHES DRYER DBL DOUBLE DEMO DEMOLITION DF DRINKING FOUNTAIN DIA DIAMETER DIFF DIFFERENT DIM DIMENSION DM DRAINAGE MAT DN DOWN DOM DOMESTIC DOSH WASHINGTON STATE DEPARTMENT OF OCCUPATIONAL SAFETY & HEALTH DS DOWNSPOUT DT DEFLECTION TRACK DVD DIGITAL VIDEO DISC DW DISHWASHER DWG DRAWING (E) EXISTING EA EACH EC EDGE OF CONC EF EXHAUST FAN EG EXEMPLI GRATIA — THAT IS EJ EXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATION EP EDGE OF PAVEMENT EPA ENVIRONMENTAL PROTECTION ACT EPDM ETHYLENE PROPYLENE DIENE MONOMER EPS EXPANDED POLYSTYRENE EPT EPDXY PAINT EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT ETPS EXTRUDED POLYSTYRENE EXP EXPANSION EXT EXTERIOR F FACE FA FIRE ALARM FAB FABRICATE FAM FUILD APPLIED MEMBRANE FCIC FOR CALLOUTS IN COMMON FD FLOOR DRAIN FDN FOUNDATION FG FINISH GRADE FH FIRE HYDRANT FIN FINISH FLAM FLAMMABLE FLASHG FLASHING FLR FLOOR FOM FACE OF MASONRY FP FOUNDATION PROTECTION FR FIRE RATED (RESISTIVE) FRA FALL RESISTANT ANCHOR FRLSG FIRE RATED LAMINATED SAFETY GLASS FRP FIBERGLASS REINFORCED PANEL FRS—ACP FIRE RESISTIVE SUSP ACOUSTICAL CEILING PANEL FT FEET FTG FOOTING FTR FIRE TREATED FURG FURRING FX FIRE EXTINGUISHER FXC FIRE EXTINGUISHER CABINET GA GAUGE / GYPSUM ASSOCIATION GB GRAB BAR GALV GALVANIZED GD GARBAGE DISPOSAL GL GLASS / GLAZING GLM GLUE LAMINATED GMGS GLASS MAT GYPSUM SHEATHING GR GUARDRAIL GSB GYPSUM SHEATHING BOARD GWB GYPSUM WALL BOARD H HEIGHT HAZMAT HAZARDOUS MATERIALS HB HOSE BIB HC HANDICAPPED HD HIGH DENSITY HDR HEADER HDWD HARDWOOD HDWE HARDWARE HLB HORIZONTAL LOUVER BLINDS HM HOLLOW METAL HNGR HANGER HORIZ HORIZONTAL HR HOUR/HANDRAIL HRS HOURS HSS HOLLOW STEEL SECTION HT HEIGHT HTSAM HIGH TEMPERATURE SELF —ADHERED MEMBRANE HVAC HEATING VENTILATION AIR CONDITIONING IBC INTERNATIONAL BUILDING CODE IFC INTERNATIONAL FIRE CODE IMC INTERNATIONAL MECHANICAL CODE IMP IMPACT INS INSULATION/INSULATED INST INSTALLATION INT INTERIOR ISO POLYISOCYANURATE J—BOX JUNCTION BOX JSTS JOISTS JT JOINT KDHM KNOCK DOWN HOLLOW METAL KS KNEE SPACE L LONG LAV LAVATORY LBP LEAD BASED PAINT LF LINEAL FEET LH LEADER HEAD L&I WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES LL LIFELINE LLV LONG LEG VERTICAL LOC LOCATION LSG LAMINATED SAFETY GLASS LSL LAMINATED STRAND LUMBER LVL LAMINATED VENEER LUMBER LVR LOUVER LWR LOWER MAX MAXIMUM MB MARKERBOARD / MACHINE BOLT MDF MEDIUM DENSITY FIBERBOARD MDO MEDIUM DENSITY OVERLAY MECH MECHANICAL MEMB MEMBRANE MFR MANUFACTURER MG METAL GRID MH MANHOLE MIC MICROWAVE MID MIDDLE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MIW MALLEABLE IRON WASHER MOIST MOISTURE MR MOP RACK MS MOP SINK MT MOSAIC TILE MTL METAL MTRL MATERIAL N/A NOT APPLICABLE NC NON—COMBUSTIBLE NCT NATURAL COMPOSITION TILE NEC NATIONAL ELECTRICAL CODE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NR NOT RATED NTS NOT TO SCALE 0/ OVER OC ON CENTER OCC OCCUPANCY OD OUTSIDE DIAMETER OFCI OWNER FURNISHED CONTRACTOR INSTALLED OH OVERHEAD OHSD OVERHEAD SECTIONAL DOOR OPNG OPENING OPP OPPOSITE ORD OVERFLOW ROOF DRAIN OTA OPEN TO ABOVE OTB OPEN TO BEYOND OTSA OPEN TO STRUCTURE ABOVE OW OPEN WEB P PENDANT P&S PROJECTOR & SCREEN PAF POWDER ACTUATED FASTENERS PARA PARALLEL PB PLASTER BOARD PC PRECAST PCB POLYCHLORINATED BIPHENYLS PDZ PRIMARY DAYLIGHTING ZONE PENE PENETRATION PER PERIMETER PERP PERPENDICULAR PH PANIC HARDWARE/EXIT DEVICE VTR VENT THRU ROOF PL PLASTER VWC VINYL WALL COVERING PL&PB PLASTER & PLASTER BOARD PLAM PLASTIC LAMINATE W WIDE / WAX (WAX @ FIN SCH) PRE FIN PREFINISHED WAC WASHINGTON ADMINISTRATIVE CODE PREP PREPARE W/ WITH PSCAA PUGET SOUND CLEAN AIR AGENCY WC WATER CLOSET PT PAINT WD WOOD PTR PRESSURE TREATED WEG WALL EXHAUST GRILLE PVC POLYVINYL CHLORIDE WF WIDE FLANGE PW PLYWOOD WG WIRE GLASS PWU PLYWOOD UNDERLAYMENT WH WATER HEATER QT QUARRY TILE WISHA WASHINGTON INDUSTRIAL SAFETY & HEALTH ACT R RIDGE / RADIUS WOM WALK —OFF MAT RA RETURN AIR WPP WALK PROTECTION PAD RB RESILIENT BASE WR WASTE RECEPTACLE RC RESILIENT CHANNEL WRB WEATHER RESISTANT BARRIER RCP REFLECTED CEILING PLAN WRBP WEATHER RESISTANT BUILDING PAPER RD ROOF DRAIN WS WOOD SCREWS RDO ROOF DRAIN OVERFLOW WWF WELDED WIRE FABRIC REF REFRIGERATOR YD YARD DRAIN REINF REINFORCEMENT REQ REQUIREMENTS / REQUIRED RES RESISTANT RH RADIANT HEATER RI RIGID INSULATION RL RAIN LEADER RLF REINFORCED LIQUID FLASHING RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RSB RESILIENT STRINGER BASE RSF RESILIENT SHEET FLOORING RSFB RESILIENT SHEET FLOORING BASE RTU ROOF TOP UNIT (E) WOOD STUD OR STL STUD PARTITION DOOR# (E) DOOR 1—A1.0 v SECTION REFERENCE (E) MASONRY WALL OR PARTITION ELEVATION REFERENCE 1—A1.0 1—A1.0 DETAIL REFERENCE 1 1 XX ROOM NUMBER REFERENCE NOTE — — — — — — — — HIDDEN LINE / TO BE REMOVED LINE ABOVE S SHADES SAM SELF —ADHERED MEMBRANE SAN SANITARY iv BREAK LINE SAU SELF —ADHERED UNDERLAYMENT S&B SEALANT & BACKERROD SA SUPPLY AIR � ELEVATION POINT SAB SOUND ATTENUATION BATT SACP SUSPENDED ACOUSTICAL CEILING PANEL SC SEAL COAT SCD SEAT COVER DISPENSER SCH SCHEDULE CHANGE IN ELEV / HT /PLANE SDR SOAP DISPENSER SDSU STORM DRAIN STUB UP SDZ SECONDARY DAYLIGHTING ZONE SECT SECTION DOOR# SF SQUARE FOOT � SFW STOREFRONT WINDOW DOOR SG SAFETY GLASS SGWB SUSPENDED GYPSUM WALL BOARD SHR SHOWER CL CL SHT SHEET SHTG SHEATHING DIMENSION SIM SIMILAR FROM CL OF SUBSTRATE SIMP SIMPSON (TRADE NAME) SK SINK SL SEALER DIMENSION SM SYNTHETIC MEMBRANE FROM FACE OF SUBSTRATE SMG SUSPENDED METAL GRID � SMCP SUSPENDED METAL CEILING PANEL SMR SURFACE METAL RACEWAY SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE WOOD FRAMING SOG SLAB ON GRADE BLOCKING SP SPLASH PAN SPEC SPECIFICATION WOOD FRAMING SQ SQUARE CONTINUOUS SR SHEET RUBBER SRSV SLIP RESISTANT SHEET VINYL SS STAINLESS STEEL � (E) WOOD FRAMING SSG SPANDREL SAFETY GLASS BLOCKING ST STAIN STFR STOREFRONT (E) WOOD FRAMING STL STEEL STM STORM CONTINUOUS STOR STORAGE SU SYNTHETIC UNDERLAYMENT � STRUC STRUCTURAL /STRUCTURE FASTENERS SUSP SUSPENSION /SUSPENDED SV SHEET VINYL � SWR SEWER T THICK TB TACKBOARD T&B TOP & BOTTOM TBB TILE BACKER BOARD TBD TO BE DETERMINED TIC TOILET COMPARTMENT TEMP TEMPORARY TFF TOP FLOOR FINISH TG TRANSFER GRILLE T&G TONGUE AND GROOVE TOLD THRESHOLD THRU THROUGH TN TOE NAIL TOCS TOP OF CONCRETE SLAB TOP TOP OF PLYWOOD TOPW TOP OF PARTITION WALL/PLYWOOD TPD TOILET PAPER DISPENSER TR TREATED TRANS TRANSFORMER TS TUBE STEEL TSI THERMAL SYSTEM INSULATION TSG TEMPERED SAFETY GLASS ADD-1 TV TELEVISION TVB TELEVISION BRACKET TYP TYPICAL UH UNIT HEATER UL UNDERWRITERS LABORATORY UNO UNLESS NOTED OTHERWISE UR URINAL URS URINAL SCREEN USPS UNITED STATES POSTAL SERVICE UV UNIT VENTILATOR V VALLEY VAR VARNISH VB VENTED BASE VCT VINYL COMPOSITION TILE VCWP VINYL COVERED WALL PAD VERT VERTICAL VEST VESTIBULE VLB VERTICAL LOUVER BLINDS VM VENDING MACHINE VP VENEER PLASTER VPW VENEER PLYWOOD VR VAPOR RETARDER NOTES 1 REFERENCE FLAGS MAY BE SIM OR OPP EXTERIOR FINISH SCHEDULE ITEM FIN NOTES WOOD FASCIA PT 2x WOOD FRAMING PT (E) WOOD FASCIA PT (E) 2x WOOD FRAMING — (E) STL DS BRACKETS PT NOTES 1. IN ADDITION TO WORK THIS WORK NOTE ABOVE TOUCH—UP DAMAGE TO (E) PT AS A RESULT greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP I DATE REV: RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9 MARCH 2O23 A01 0 PRICING SET NOTES SITE PLAN N W E S ADD-1 188TH ST SW J-1 1. SEE SHT A001 FOR GENERAL NOTES 2. PLAN DOES NOT SHOW ALL CONDITIONS NOTES 1.1 LAYDOWN, STAGING & STORAGE AREA. KEEP 30'-0" AWAY FROM BUILDING RS=l 0 Zone Corner NFlagN Setbacks: Required Actual Front 2 Sides Rear 201. ex - Other Height 2 5, OT4 kox, 0 IN "m PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP Q z LLI 2 LLI J LLI 3: LU Q LU U) Z ~ U LU ry LU o U� Q o J 0 � U LLJ Cf) [)� 0 LL z 0 � ry 0 w z Q J w RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9 MARCH 2O23 REV: Al 00 PRICING SET L-1 MAN ENTRY v ROOM SCHEDULE ATTIC ACCESS 0 FLOO R PLAN 1'-0" o o o o 0 o o o MP-3 M-1 M-2 I Ful 0 0 0 F. • F-07 MP-5 L-6 L-1A L-7 L-8 MP-2 D-1 D-1B C-1 C-16 C-1A M-3 M-5 1 M-4 ATTIC ACCESS x ATTIC ACCESS ATTIC ACCESS e e G-7 u� G�— G-3 ATTIC ACCESS G-2 A-lA A-16 A-1 B-1A B-18 B-1 O S-1 O S-4 F-09 F-04 F-05 F-06 S-2 ATTIC ACCESS NO. NAME Al ACTIVITY AREA A1A CONFERENCE ROOM Al B JANITORIAL A2 CLASSROOM A3 CLASSROOM A4 CLASSROOM A5 CLASSROOM A6 CLASSROOM B1 ACTIVITY AREA B1A CONFERENCE B 1 B JANITORIAL B2 CLASSROOM B3 CLASSROOM B4 CLASSROOM B5 CLASSROOM B6 CLASSROOM C1 ACTIVITY AREA C1A CONFERENCE C1 B JANITORIAL C2 CLASSROOM C3 CLASSROOM C4 CLASSROOM C5 CLASSROOM C6 CLASSROOM D1 ACTIVITY AREA D1A CONFERENCE D1 B JANITORIAL D2 CLASSROOM D3 CLASSROOM D4 CLASSROOM D5 CLASSROOM D6 CLASSROOM E1 GALLERY F1 MAIN OFFICE F2 HEALTH F2A HEALTH TOILET F3 OFFICE F4 OFFICE F5 CONFERENCE F6 STAFF ROOM F6A STORAGE F7 RESOURCE F8 STAFF RESTROOM F9 STAFF RESTROOM F10 RECORDS Fl l OFFICE F12 OFFICE F13 CONFERENCE F14 WORKROOM F14A PTA ROOM G1 GYM G2 GIRLS RESTROOM G3 P.E. OFFICE G4 STORAGE G5 CHAIR STORAGE G6 BOYS RESTROOM G7 VESTIBULE G8 VESTIBULE K1 KITCHEN K2 OFFICE K3 FOOD STORAGE K4 CUSTODIAN K5 BOILER ROOM K6 CAN WASH Ll LIBRARY L1A CLASSROOM L2 WORKROOM L3 RESTROOM L4 BOOK SORTING L5 BOOK STORAGE L6 TELECOM L7 GIRLS RESTROOM L8 BOYS RESTROOM M1 MUSIC M2 STORAGE M3 STORAGE M4 GIRLS RESTROOM M5 BOYS RESTROOM MP1 STORAGE MP2 STAGE STORAGE MP3 STAGE MP4 TABLE STORAGE MP5 MULTIPURPOSE ROOM MP6 CHAIR STORAGE MP7 BOYS RESTROOM MP8 GIRLS RESTROOM MP9 STAFF RESTROOM greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP RIOT RF(;LCTFRFn CONSULTANT CONSULTANT STAMP RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9 MARCH 2O23 REV: A21 0 PRICING SET ATTI DRAFT STOP 1 O ATTIC PLAN SCALE 1/16" = 1'-0" ATTIC ACCESS ,,-ATTIC ACCESS \FT STOP NOTES 1. SEE SHT A001 FOR GENERAL NOTES 2. PLAN DOES NOT SHOW ALL CONDITIONS NOTES I P ar ■ a ' `0 167 f op, vmd'NAr PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP Q z LLI 2 LLI J LLI LLJ Q Lu U) Z ~ U LU ry LU o U-i Q o J 0 � U LLJ cf) [)� 0 LL z 0 � ry 0 w z a u Q RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9 MARCH 2O23 REV: A211 PRICING SET 1 O ROOF PLAN SCALE 1/16" = 1'-0" N W E S 10-A231 10-A232 10-A232 10-A233 NOTES 1. SEE SHT A001 FOR GENERAL NOTES 2. PROVIDE LEAD FLASHING AT ALL VTR A SHINGLES: SEE 21-A651 B BUR: SEE 11-A651 3. PROVIDE CURBS & FLASHING AT MECH EQUIP A SHINGLES: SEE 10-A652 B BUR: SEE 20-A652 4. PROVIDE FLASHING AT FRA A BUR: SEE 10-A660 5. ALLOW FOR HORIZ ADJ IN LOC OF FRA'S NOTES m 10-A231 LEGEN D 10-A232 MECHANICAL ADD-1 VTR 0 ACCESS HATCH ASPHALT SHINGLE BUR MEMB BUR MEMB W/ ADD INTERMEDIATE PLYS. SEE 20-A640 DS-1 SEE 20-A680 DS-2 SEE 20-A680 DS-3 SEE 20-A680 DS-4 SEE 20-A680 DS-5 SEE 20-A680 RD-1 SEE 12-A680 X: 12 SLOPE DOWN DIRECTION zm 10-A232 - - - - mmv� CHANGE IN PLANE 10-A233 FRA-1 SEE 10-A690 FRA-2 SEE 10-A691 FRA-3 SEE 10-A692 FRA-4 SEE 10-A693 FRA-5 SEE 10-A694 FRA-6 SEE 10-A695 FRA-7 SEE 10-A696 ADD-1 +X'-X" APPROX HT ABOVE GRADE I P a 1 M * 11 NMI 0 R 11 op, vm, o' NAr PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 0 0 2 H ZU ? LUcf) � Q LU o � U z Q o o LLI r 0. c) LLJ U) LLI o J � z LLI LLI ry Lu Q LLI U) DATE REV: z Q J LL- 0 0 0:� RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9 MARCH 2O23 A230 PRICING SET NOTES MATCH LINE A232 1 O ROOF PLAN SCALE 1 /8" = 1 '-p" N W E S u C) _ 4 n r A % A A \/ TCH LINE m m 7:737 NOTES LEGEND SEE A230 FOR LEGEND KEY PLAN greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP Q z LLI 2 LLI J LLI LLJ Q Lu U) Z ~ U LU ry LU o U� Q o J 0 � U LLJ cf) [)� 0 LL z 0 � ry 0 w z Q J RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9 MARCH 2O23 REV: A231 PRICING SET <CD N Qo Q M.1 DS-1 A231 DS-1 MATCH LINE A231 MATCH LINE DS-2 I ° B 20-A650 SIM-2 10- A620 DS-2 20E-A670 10- A630 +10'-0" 3:12 +/- DS-2 <0 N I Q cf) Ln 12-A640 V ° V 0 0 U 1� <L m u 20E-A670 ° G r < 0 N CO Q N 0 10- A620 3:12 4.1 +19'-6" N C6 o 1 o N N Q co I a NI> I> m m DS-2 DS-4 11-A620 20-A620 DS-4 DS-2 10-A630 +10'-0" DS-2 DS-4 DS-2 DS-4 DS-4 DS-2 +10'-0" DS-2 DS-4 ° G N 60 � 3:12 V 1VA 0 V ° V r• ° 3:12 + 19'-6" 0 o G G ° o I I N N V + V N N V + V O 0 I 00 V �1 I:0 V N ° G DS-4 DS-2 DS-4 DS-2 N G ° V DS-2 DS-2 OUTLINE OF BLD BELOW DS-2 DS-2 R I DS-2 20G-A670 DS-5 ° DS-5 ° DS-3 30-A640 i MATCH LINE _.�. . . . . . . . . . . MATCH LINE A233 20D-A620 V V A233 R R N 0 N ROOF PLANW E CO 0 Q > FCIC SEE 10-A231 SCALE 1 /8" = 1 '-0" _ KEY PLAN greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 0 0 2 H (nZU ? UJ ry 2i [--- Q LU o F-- (.) o Z Q o ui Lu UJ o J � z LLj LLJ �Lu Q Lu U) RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9 MARCH 2O23 REV: A232 PRICING SET A232 m = = = ■ MATCH I 10 ROOF PLAN SCALE 1 /8" = 1 '-p" N W E S FCIC SEE 10-A231 .. 32 7E KEY PLAN greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP Q z LLI 2 LLI J LLI LLJ Q Lu U) Z ~ U LU ry LU o U� Q o J 0 � U LLJ cf) [)� 0 LL z 0 � ry 0 w z Q J 11 0 Q:� RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9 MARCH 2O23 REV: A233 PRICING SET 2'-0" MIN TO 6'-0" MAX � RIDGE 0 � RIDGE FRA-1 � FRA-1 1� FRA-2 FRA-1 ° FRA-1 FRA-2 6'- 0 MIN V EQ E:[ N EQ 6'- 0 MIN o MATCH LINE A342 1 O ROOF PLAN SCALE 1 /8" = 1 '-p" MATCH LINE Immmmmmmmmm A342 2'-0" MIN TO 6'-0" MAX � RIDGE greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP Q z LLI 2 LLI J LLI 3: Lu Q Lu U) Z ~ U LU � LU o U� Q o J 0 � U LLJ cf) U) LL z 0 � ry 0 w z Q J z 0 RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9 MARCH 2O23 REV: A341 KEY PLAN PRICING SET A341 MATCH LINE MATCH LINE mmmmmmmm A343 1 O ROOF PLAN SCALE 1 /8" = 1 '-p" A341 ✓LATCH LINE MATCH LINE A343 greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP Q z LLI 2 LLI J LLI LLJ Q Lu U) Z ~ U LU � LU o U� Q o J 0 � U LLJ cf) U) LL z 0 � ry 0 w z Q J z 0 RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9 MARCH 2O23 REV: A342 KEY PLAN PRICING SET NOTE: NOT ALL FRA SHOWN cq'—o" 1 6'—O" 1 6'—n„ C9,-0„ A342 MATCH LINE 1 O ROOF PLAN SCALE 1 /8" = 1 '-p" 342 .� INE 1114 a?, go bego & "o PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP Q z LLI 2 LLI J LLI LLJ Q Lu U) Z ~ U LU � LU o U� Q o J 0 � U LLJ cf) U) LL z 0 � ry 0 w z Q J z 0 RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9 MARCH 2O23 REV: A343 KEY PLAN PRICING SET ASPHALT SHINGLE SU SAM (E) PW (E) AIR SPACE 10 SECT SCALE 6" = 1'-0" (E) PW (E) AIR SPACE 20 SECT SCALE 6" = 1'-0" CAP SHEET INTER PLY BASE SHEET CVB greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 0 0 2 H ZU ? LU ry cf) Q LU o � U o z Q o LLI 3: 0. c) U) LLI LLJ o J � z LLI LLJ ry Lu 75; Q LLI U) DATE REV: RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9 MARCH 2O23 A600 PRICING SET RIDGE OLJIKV( l VENTI L (E) PV SHIM (E) GL 1 0 SECT SCALE 6" = 1'-0" RIDGE SHINGL (E) PW SHTG (E) 2X4 FRAM (E) STL DECK 20 SECT SCALE 6" = 1'-0" CL OPP SIDE SAME ACDLJAI T OLJIKV( l C rai SAU SHINGLES 10W SAU ADD-1 OL 041 do A WE N" PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 0 0 2 U Q H z LLI 2 LLI J LLI 3: LLJ Q LLI U) Z ~ U LU ry LU o U-i Q o J 0 � U LLJ cf) U) LL z 0 � ry 0 w RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9 MARCH 2O23 REV: A61 0 PRICING SET SHT MTL FLASHING SHT MTL C' r^T 1 X6 FASCIA (E) 2X10 F (E) PLASTEI \ ASPHALT SHINGLES SU SAU (E) PW SIM 1: CMU SUBSTRATE SHT MTL FLASHING SHT MTL CLEAT 1X6 FASCIA (E) 2X10 FA: (E) PLASTER ::::SHINGLES SU 4" SAU z � SEE 10-A610 SIM 1: CMU SUBSTRATE SIM 2: LOUVER ""r"�n BUR STRIP BUR FLAS BUR CVB (E) (E) 10 SECT 1S ECT 12S ECT 1'-0" SCALE 3" = 1'-0" SCALE 3" = 1'-0" (E) WOOD SOFFIT 2 O SECT FCIC SEE 10-A620 SCALE 3" = 1'-0" ASP I^I T C`I IIt\I/�I rC` SU SAU (E) SECT�0 1'-0" (6 FASCIA - PT :) 2x 10 FASCIA - PT -,IM: OW JSTS SHT MTL FLASHING SHT MTL CLEAT (E) STL FRAMING ASP I^I T C`I 11KI/lI rC` SU SAU (E) (E) 2X4 (E) 31 SECT SCALE 3" = 1'-0" BUR MEMB CVB (E) 22S ECT SCALE 3" = 1'-0" SIM: RAKE SHT MTL FLASHING SHT MTL CLEAT 1 X6 FASCIA - PT (E) (E) 2X10 FASCIA - PT 2X4 GASKETED SCREWS @ 24" OC SHT MTL FLASHING SHT MTL CLEAT 1 X6 FASCIA - PT (E) 2X10 FASCIA - PT (E) BUR MEMB BASE FLASHING 4" 4" SEALANT 3SECT2 FCIC SEE 12-A620 1'-0" SHT MTL CLEAT 1 X6 FASCIA - PT (E) 2X10 FASCIA - PT WOOD CURB CUT FROM 4X 1 X6 FASCIA - PT 2X10 FASCIA - PT greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 0 0 H ZU ? UJ ry Q LU o � U o Z Q o LLI 3: U) LLI Lu o J U. z ui Ui � 75; Q ui RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9 MARCH 2O23 REV: A620 PRICING SET SU SAL (E) 2X PW SAU STRIPPING PLY SHT MTL DRIP EDGE ASPHALT SHINGLES SHT MTL GUTTER SEE 10-A680 (E) 2X10 FASCIA - PT SIM 1: 3:12� ROOF SLOPE 10 SECT FCIC SEE 10-A630 12 S ECT FCIC SEE 10-A630 SCALE 3" = 1'-0" SCALE 3" = 1'-0" (E) PW (E) ROC (E) 2x2 20 SECT SCALE 3" = 1'-0" (E) PW (E) 2X4 (E) STL (E) HSE SHT MTL V I FCIC SEE 10-A630 30 SECT FCIC SEE 10-A630 SCALE 3" = 1'-0" (E) 2X 10 FASCIA - PT SHT MTL FLASHING (E) PW (E) 2x 2X - F sECT FCIC SEE 10-A6302--' SCALE 3" = 1'-0" 2X8 FASCIA - PT ... (E) PW (E) ROC SIM 1: SOFFIT 2 2 S ECT FCIC SEE 10-A630 SCALE 3" = 1'-0" (E) PW (E) JST' 3 2 SECT FCIC SEE 10-A630 SCALE 3" = 1'-0" `�) 2X 10 FASCIA - PT ;HT MTL GUTTER ;EE 1 1 -A680 E) 2X 10 FASCIA - PT ;HT MTL FLASHING X6 FASCIA - PT E) 2X 10 FASCIA - PT greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 0 0 2 H ZU ? LU ry cf) Q LU o � U o Z Q o LLI 3: c) U) LLI LLJ J o � z LLI0 LLJ ry Lu 75; Q LLI U) RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9 MARCH 2O23 REV: A630 PRICING SET RIDGE VENTED RIDGE OPP SIDE SAME ASPHALT SHINGLE JP� Y WIDTH VARIES 2" W AT TOP SU \ / 4" W AT BOT SAU VALLEY 2"-4" 2"-4" VALLEY \ / 4„ FLASHING )KI 1' 0" SAU STRIPPING PLY \ (E) PW VALLEY / FLASHING ROOF \ / SLOPE 10 SECT PLAN P LAN SCALE 3" = 1 '-0" NTS 12 NTS RD RD V V V ADDITIONAL SHT MTL INTERPLY COPING LAYERS 2 P LAN 0 NTS ASPHALT SHINGLE SU BUR CAP SHEET SAU BUR INTERPLY BUR BASE SHT 2" i � 6" 6" (E) PW CVB (E) 2x DECKING INTERPLY CAP SHT BASE SHT 30 SECT SCALE 3" = 1 '-0" greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 0 0 2 H ZU ? LUcf) � Q LU o � U o Z Q o LLI 3: c) U) LLI LLJ Jo z WLL0 w � 75; Q LLI U) DATE REV: RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9 MARCH 2O23 A640 PRICING SET nlo TURN SAU UP PW (E) PW SHT MTL FLASHING ADD-1 ADD-1 1 O SECT FCIC SEE 10-A610 S ECT SCALE 3" = 1'-0" SCALE 3" = 1'-0" (E) SHT ON '. SAU 20 SECT SCALE 3" = 1'-0" 30 SECT SCALE 3" = 1'-0" FCIC SEE 20-A650 (E) PW BUYTAL MASTIC (E) PW sECT2--' SCALE 3" = 1'-0" 1 SECT SCALE 3" = 1'-0" FCIC SEE 20-A650 SAU (E) LATH & PLASTER SHT MTL STEP FLASHING ASPHALT SHINGLE SU SAU SALVAGED CORA-VENT _E FLASHING SHINGLES greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 0 0 2 H ZU ? LUcf) � Q LU o � U o Z Q o LLI 3: c) U) LLI LLJ o J � z LLI LLJ ry Lu 75; Q LLI U) DATE REV: RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9 MARCH 2O23 A650 PRICING SET SEALANT '00, FACE OF (E) LATH & PLASTER (C) I ^TI I r)I ^C`Tr-r7 .1. mm mm CVB (E) PW FIBER CANT SIM: SLOPE SEA' ^"'T ASF Su SAID SAIVI .J I I \I I 11 V V I L I (E) VTR (E) PW SHT MTL FLASHING A S I I I A I T r1i Ilk 1 I Su SAL 1 0 SECT 1 1 S ECT 1 2 S ECT SCALE 3" = 1'-0" SCALE 3" = 1'-0" SCALE 3" = 1'-0" SEF' ""'T SH7 SHE FUF ASF 619 SAU (E) PW 20 SECT SCALE 3" = 1'-0" (E) CMU \ SIM: RIDGE VENT SEAL ""'T CVB BURIVI LIVI LJ .JI I \ I I I 11 VV I LI sECT2--' SCALE 3" = 1'-0" (E) VTR (E) PW FA M BUYTL MASTIC EXPANSION JT BUYTL MASTIC greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 0 0 2 H ZU ? LU ry cf) Q LU o � U o z Q o LLI LLI LLJ o J � z LLI LLJ ry Lu 75; Q LLI U) RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9 MARCH 2O23 REV: A651 PRICING SET MECH UNIT LEVEL FF STL MTL FLASHING STL MTL STEP FLASHING INS STL CURB SHINGLES SU SAM HT VARIES — — — — 81) SAM STRIPING PLY (E) PW 10 SECT SCALE 3" = 1 '-0" NOTES 1 VR TO OVERLAP (E) VR 4" MECH UNIT LEVEL SS TERMINATION BAR ® RLF ul SHT MTL FLASHING INS STL CURB o BASE FLASHING � z GMGS-1 >>, BUR ROOF MEMB ^ 4„ 2„ 10 CVB FIBER CANT HT VARIES 17 CVB (E) 2x WOOD DECKING 2 S 0 ECT SCALE 3= 1 '-0" greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 0 0 2 H ZU ? LUcf) � Q LU o � U o Z Q o LLI 3: c) U) LLI LLJ J o � z LLI0 LLJ ry Lu 75; Q LLI U) DATE REV: RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9 MARCH 2O23 A652 PRICING SET NOTES 1 INT FINISHES NOT SHOWN 2 VR TO OVERLAP (E) VR 4" SAME EA SIDE SEALANT ------------- SS HOSE CLAMP------------ FRA LEAD FLASHING z BUR BASE FLASHING N SEALANT BUR MEMB STRIPPING PLY 4" S„ BUR MEMB CVB "" SEE STRUC SECT EPS RI SCALE 6" = 1 '-0" greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP Q z LLI 2 LLI J LLI 3: Lu Q Lu U) Z ~ U LU ry LU o U-i Q o J 0 � U LLJ cf) U) LL z 0 � ry 0 w RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9 MARCH 2O23 REV: A660 PRICING SET NOTES i DOWN SLOPE SIDE 1 STEP FLASHING NOT SHOWN A 0 AXON INITS I- I- r 1 A I- I I I A I /I H \� 2 O AXON CALLOUTS IN COMMON FOR EACH NTS NOTES 1 STEP FLASHING NOT SHOWN 2 SOLDER SEAMS AT CURBS GREATER THAN 30 INCHES WIDE JI I I IVI I L FLASHING UP SL E F 164 C G CRICKET I NOTES NOTES 1. FIT TIGHT TO SUBSTRATES 2. PROVIDE 26 GA SS 3. SOLDER SEAMS greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 0 0 H Z c) ? LU � Q LU o � U o z Q o LLI 3: c) U) LLI LLJ o J � z LLI LLJ ry Lu 75; Q LLI U) DATE REV: RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9 MARCH 2O23 A670 PRICING SET ROOFING NAILS ROOFING NAILS 1 0 SECT SCALE 3" = 1'-0" (E) 3.5" OD STL DS DS-1 GUTTER -REMOVE PORTION OF (E) STL DS SHT MTL DRIP EDGE GALV STL GUTTER STRAP @ 24" OC SHT MTL GUTTER SS DS STRAINER SHT MTL GUTTER OUTLET BUR 1 1 S E C T SCALE 3" = 1'-0" GUTTER ,E) 2"x3" )D STL DS GUTTER `REMOVE PORTION OF (E) STL DS SHT MTL DRIP EDGE GALV STL GUTTER STRAP @ 24" OC SHT MTL GUTTER SS DS STRAINER SHT MTL GUTTER OUTLET 2'-0" APPROX GUTTER 3"x4" SHT MTL DS SHT MTL DS STRAP HT VARIES ►' _. ■ '_► 2 O ELEV DS-2 33-A680 DS-3 DS-4 DS-5 DS-6 DS-7 ST9LE 3" = 1'-0" VALLEY 1 INCH CLR 3 0 ELEV SCALE 1-1/2" = 1'-0" SS SADLE FLASHING ROOF GUTTER ROOF NOTES 1. FIT TIGHT INTO (E) TIGHTLINE & AROUND DS. TO SHT I SHT MTL TRANSITIC TO (E) E GRADE TI 33 AXON Nry 3" MIN 3" MIN greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 0 0 2 H ZU ? LUcf) � Q LU o � U o z Q o LLI 3: 0. c) U) LLI LLJ J o � z LLI0 LLI ry Lu 75; Q LLI U) RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9 MARCH 2O23 REV: ff 0 IseEl PRICING SET NOTES 1 (E) BATT INS NOT SHOWN 2 REMOVE & REPLACE (E) BATT, INS & VB - MAINTAIN (E) 6" AIR SPACE NOTES 1 VERIFY SIZE, TYPE & SPACING OF (E) JSTS PRIOR TO PROCEDDING W/ WORK. 2 CAREFULLY REMOVE ONE FULL SHEET OF (E) 5/8" T&G PLYWOOD SHEATHING AT PROPOSED FRA LOCATIONS. 3 FRA TO BE LOCATED MIDPOINT BETWEEN TWO (E) JOISTS AND ON � OF 4x8 PW SHEETS. DO NOT LOCATE AT PW PANEL JOINT. 5" x 3-1/2" x 1 /4" x 3'-4" STL L J- I/ L X 10 1 .JJC TS-LSL 0 PLAN FRA w n oz cf) 3: �O O O ry 4'-0" x 8'-0" x 5/8" T&G PW PANEL (#32/16). SECURE W/ #7 x 3" WOOD SCREWS @ 6" OC TO JSTS. PRE -DRILL FOR SCREWS. OMIT AT STL L SEE NOTE 2 * DRILL HOLES PRr" ., Ti ir�i PW, STL L & TOP (E) TRUSS PW PANEL 5 x 3-1/2 x 1/4 (LLH) STL L W/ ( WOOD SCREWS. PF FOR SCREWS * (E) 16"D TJI/55C VERIFY WIDTH OF CHORDS PRIOR TO PROCEEDING WITH WORK 11 SCALE: SECT ,,. _ ,._o.. (� OF JST & 5" ANGLE LEG i/16 FRA SECURE W/ (12) 1 /4" DIA x 3-1/2" GRIPRITE SCREWS TS-LSL 1 /4" x 3" BENT STL t SADDLE. (2) #7 x 3" WOOD SCREWS EA SIDE STAGGER. PRE -DRILL FOR c(QF\Aic Edmonds SCHOOL DISTRICT Each stud ent I e a rni Ing, every day! greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP ENGINEER STAMP J � 0LU 2 � UO (1) ry �a z LU z 2i LLI LLj 2 U LU Q J J LU d W LU ry Q 0 W 0 ry LJ ry U) 0 0 0 17 U) U) 0 z 0 0 w J Q W RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 09 MAR 2023 DRAWN BY: PDS REV: PRICING SET NOTES 1 VERIFY SIZE, TYPE & SPACING OF (E) JSTS PRIOR TO PROCEDDING W/ WORK. 2 CAREFULLY REMOVE ONE FULL SHEET & ONE HALF SHEET EA WAY OF FULL SHEET OF (E) 5/8" T&G PLYWOOD SHEATHING AT PROPOSED FRA LOCATIONS. 3 FRA TO BE LOCATED MIDPOINT BETWEEN TWO (E) JOISTS AND ON � OF 4x8 PW SHEETS. DO NOT LOCATE AT PW PANEL JOINT. � (E) 16" D TJI/55C 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" JSTS @ 2'-0" OC 10 PLAN FRA-2 NOTES 1 (E) BATT INS NOT SHOWN 2 REMOVE & REPLACE (E) BATT, INS & VB — MAINTAIN (E) 6" AIR SPACE � (E) JOIST 1-1/2" x SUPPORT CLIPS @ W/ (2) 1( 1Od INTO SIMP CSIE PRE —PUN DO NOT I` (E) JSTS PW PANEI (2) 5/8"� & AT MID 1-1/2" x TS—LSL S FROM 14, -)I I V I F P1.J .J P1 I L P1 I .J - L .J L 20 SECT SCALE: 1 1/2" = 1'-0" � (E) JOIST 1-V - (5) 16d OR #7 WS EQ SPACED 1-1/2" x 16" TS—LSL BLKG (FLAT) BENT STL SADDLE SECT SEE 11—A69O 3-1/2" x 16" TS—LSL FLAT BLKG @ FS NOTCH BLKG 1-1/2" x 14Y2"± TS—LSL N&F SIDE OF FLAT BLK W/ (2) PW PANEL 1-1/2" x (FLAT) (E) JST N� sECT2-'o SCALE: 1 1 /2" = 1'-0" /2" x 3-1/2" TS—LSL ;G (FLAT) /2" x 16" TS—LSL BLKG AT) w q oz Cn3: O O O ry P CS16 x 7'-6" STRAPS 0" x 4'-0" x 5/8" T&G PW JEL (#32/16). SECURE TO 'S & BLKG W/ SCREWS NOTED. SEE NOTE 2 0" x 8'-0" x 5/8" T&G PW JEL (#32/16). SECURE �IMETER W/ #7 x 3" DID SCREWS @ 6" OC TO 'S. OMIT AT STL L. —DRILL FOR SCREWS. /lOVE (E) PW PANEL — NOTE 2 � FRA 1 PW PANEL & TS—LSL BLKG 1Od @ 6" OC OR #7 x 3" WS @ 6" OC SIMP CS16 STRAPS 5/8"0 MB'S 1-1/2" x 13Y2"± x 3'-6" TS—LSL STRONGBACKS N&F SIDES OF JST SIMP A35'S 1-1/2" x 14Y2"± TS—LSL BLKG Edmonds SCHOOL DISTRICT Each student Lea rni ng, every greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP ENGINEER STAMP J � 0Lu 2 � UO �a z Lu z 2i LLI LLj 2 U Lu Q J J Lu d LU Lu 0� Q 0 LLI �U) 00.0 u U) 0 J 0 0 17 U) U) 0 z 0 G 0 LLB RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 09 MAR 2023 DRAWN BY: PDS REV: U0 Is 9&li PRICING SET FRA LOCATE ON � OF LONG SIDE OF (E) PW PANEL (E) GL ROOF BEAM INSTALL #7 x 3" WOO @ 6" OC AT PERIMETE PW PANEL & @ 12" OU LA WAY IN FIELD AT INTERMEDIATE SUPPORTS PLAN FRA-3 �GLBM FRA - SECURE W (12) Y4" DIA x 5" GRIPTITE SCREWS (E) 5/8" T&G PW S OVER (E) 2x DECI, (E) 5Y2" ARCHED GL BM @ SIM 2 SCALE: 1 „ _ ,'-o., 0 SECT (E) 5 Y2 x 24 GL BEAM - VERIFY WIDTH OMIT @ SIM 4'x8'x5/8' T&G PW IELS ON TOP OF (E) ;KING. ORIENTATION & 'OUT VARIES Edmonds SCHOOL DISTRICT Each student learning, every day! greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP VAN JERALD dASAWAY ATE OF WASHINGTON ENGINEER STAMP J � 0Lu 2 � UO �a z LU z 2i LLI LLj 2 U LU Q J J LUa �w LU� QO w0 ry U_ ry U) 0 0 0 17 U) U) 0 z 00 G 0 LU RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 09 MAR 2023 DRAWN BY: PDS REV: PRICING SET NOTES 1 FRA LOCATED EA SIDE OF RIDGE NOT SHOWN FOR CLARITY 2 VERIFY (E) FRAMING & LAYUP OF (E) PW SHTG PRIOR TO PROCEEDING WITH WORK 3 NO NOT LOCATE FRA ON LONGITUDINAL PW PANEL JOINTS (E) 7" x 29Y2 GL BM (E) 1Y8" T&G PW SHTG 10 PLAN FRA-4 NOTES 1 ROOFING, ETC EXCLUDED BOLTS FRA Pc STL PL FOR ADDITIONAL WORK SEE ??—A??? (4) 5/8" DIA BOLTS A36 ALL THREAD RO W/NUTS & WASHER( BOT & MIW & NUTS TOP (E) 1 Y8" T&G PW SH (E) 2x WOOD DECKIN 20 SECT SCALE: 1 1/2" = 1'-0" I I I I I I I ------L-1-- I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --1 I I L—— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —1 I 1-------- RIDGE --- — I I I I I I ----------------------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I --------------------------- I I I I I I ----- I I I I I I I I I I I I I I I I I o I I I I I I I I I I I I I w I I I I I I I 0 I _j I I I I Cn0 1 1 1 1 LL 0 I I I I Q LOCATE OF FRA I I I I I I ! 6'-0" MAX FROM I I N RIDGE. SEE NOTE 3 I I FRA I II I SEE NOTE 3 + I I I + I I I I I I + I I + I I I ^ I I I I I I I 20—A693 (E) 2x WOOD DECKING I I I I I I I I I I I I 1 ?" KA I NI PLAN SCALE NTS FRA & (E) GLU—LAM BEAM 5/6" DIA GALV BAR 3/6" x 2Y2" DIA GALV CAP F� W/ SEAL WELD ALL AROUND 2Y2" DIA GALV SCH 80 PIPE Y2" T STL PLATE MIN SIMPSON HTT4 TENSION TIE AT EA BOLT W/ (18) 1Od x 1%2" NAILS & 5/8" DIA BOLT * (PT) (E) GL BM VERIFY & COOR WIDTH OF (E) BEAM PRIOR TO PROCEEDING WITH WORK q FRA & (E) BM sECT2-'o SCALE: 1 1 /2" = 1'-0" STL PLATE (E) 1 Y8" T� (E) 2 x DE( (E) GLU—LAM DE-HIVI (E) 5Y2 GL BM @ 8'-0" OC UNO q FRA 5/8" DIA BOLTS SIMPSON H TT4 N & F SIDES Edmonds SCHOOL DISTRICT Each student Lea rni ng, every greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP ENGINEER STAMP J � 0Lu 2 � UO �a z Lu z 2i LLI LLj 2 U Lu Q J J Lu d W Lu � Q LL LLJ 0 U) 00.0 ry vJ 0 0 U U) U) 0 z 0 G 0 LLB RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 09 MAR 2023 DRAWN BY: PDS REV: PRICING SET NOTES 1 VERIFY SIZE, TYPE & SPACING OF (E) JSTS PRIOR TO PROCEDDING W/ WORK. 2 CAREFULLY REMOVE ONE FULL SHEET OF (E) 1Y8" T&G PLYWOOD SHEATHING AT PROPOSED FRA LOCATIONS. 3 FRA TO BE LOCATED MIDPOINT BETWEEN TWO (E) JOISTS AND ON � OF 4x8 PW SHEETS. DO NOT LOCATE AT PW PANEL JOINT. 5" x 3Y2" x 1 /4" x 3' — 4" STL L O PLAN FRA-5 SCALE: 1" = 1'-0" NOTES 1 (E) BATT INS NOT SHOWN 2 REMOVE 8c REPLACE (E) BATT, INS & VB —MAINTAIN (E) 6" AIR SPACE 3 FCIC SEE 11—A690 � JST & 5" ANGLE LEG (E) 1Y8" T&G ", L 5 x 3 x Ya #7 x 3" WS (E) 22" OWJ 2 SCALE: 1 1/2" = 1'-0" 0 SECT (E) 22" OWJ @ 48" OC UNO w n oz �0 0� 0 ry S, LSL & PANEL 4'-0" x 8'-0" x 1 Y" 8 T&G PW PANEL. SECURE W/ #7 x 3" WOOD SCREWS @ 6" OC TO JSTS. PRE —DRILL FOR SCREWS. OMIT AT STL L SEE NOTE 2 —1 /2" TS—LSL x 16" 1.55E FRA W/ (12) Y4" DIA x 4" GRIPTITE SCREWS TS—LSL FLAT Y4 STL SADDLE SEE 11—A69O Edmonds SCHOOL DISTRICT Each stud ent I e a rni ng, every day! greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP ENGINEER STAMP J � 0LU 2 � UO �a z LU z 2i LLI LLj 2 U LU Q J J LU d W �LU Q 0 W 0 ry U) 0 J 0 0 17 U) U) 0 z 0 G 0 w J Q W RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 09 MAR 2023 DRAWN BY: PDS REV: PRICING SET NOTES 1 VERIFY SIZE, TYPE & SPACING OF (E) JSTS PRIOR TO PROCEDDING W/ WORK. 2 CAREFULLY REMOVE ONE FULL SHEET OF (E) 5/8" T&G PLYWOOD SHEATHING AT PROPOSED FRA LOCATIONS. 3 FRA TO BE LOCATED MIDPOINT BETWEEN TWO (E) JOISTS AND ON � OF 4x8 PW SHEETS. DO NOT LOCATE AT PW PANEL JOINT. 3Y2" x 3Y2" x 1 /4" x 3' - 4" STL L ... ,� .. J—ILL x 10 1. JJr TS-LSL 0 PLAN FRA-6 NOTES 1 (E) BATT INS NOT SHOWN 2 REMOVE & REPLACE (E) BATT, INS & VB - MAINTAIN (E) 6" AIR SPACE � JST & 3Y2" ANGLE LEG (E) %" T&G PW L3Y2x3Y2xY4> W/ (7) #7 x 3" � PRE -DRILL FOR S (E) 11 7/8" TJI/35( FIELD VERIFY & C_ _.. W/ ARCH PRIOR TO PROCEEDING W/ WORK 2 SCALE: 1 1/2" = 1'-0" 0 SECT (E) 11 %" TJI/35 JSTS @ 24" OC UNO III n oz �0 0� 0 S, LSL & PANEL 4'-0" x 8'-0" x 5/8" T&G PW PANEL (#32/16). SECURE W/ #7 x 3" WOOD SCREWS @ 6" OC TO JSTS. PRE -DRILL FOR SCREWS. OMIT AT STL L SEE NOTE 2 FRA W/ (12) Y4" DIA x 3Y2" GRIPTITE SCREWS TS-LSL FLAT )/4 STL SADDLE SEE 11-A69O Edmonds SCHOOL DISTRICT Each stud ent I e a rni ng, every day! greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP ENGINEER STAMP J � 0LU 2 � UO �a z LU z 2i LLI LLj 2 U LU Q J J LU d W �LU Q 0 W 0 ry U) 0 J 0 0 17 U) U) 0 z 0 G 0 w J Q W RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 09 MAR 2023 DRAWN BY: PDS REV: PRICING SET NOTES 1 VERIFY SIZE, TYPE & SPACING OF (E) JSTS PRIOR TO PROCEDDING W/ WORK. 2 CAREFULLY REMOVE ONE FULL SHEET OF (E) 1Y8" T&G PLYWOOD SHEATHING AT PROPOSED FRA LOCATIONS. 3 FRA TO BE LOCATED MIDPOINT BETWEEN TWO (E) JOISTS AND ON � OF 4x8 PW SHEETS. DO NOT LOCATE AT PW PANEL JOINT. 3" x 3" x 1 /4" x 3' — 4" STL L .., ,� .. J—ILL x 10 1. JJr TS—LSL 0 PLAN FRA-7 NOTES 1 (E) BATT INS NOT SHOWN 2 REMOVE & REPLACE (E) BATT, INS & VB — MAINTAIN (E) 6" AIR SPACE JST & 3" ANGLE LEG (E) 578" 1OcG r- L 3 x 3 x Y4 W/ (7) #7 x 3 PRE —DRILL FOF (E) 2x8 JSTS 20 SECT SCALE: 1 1/2" = 1'-0" JST & 3" ANGLE LEG (E) 2x8 JSTS @ 16" OC UNO III n oz Cn3: �0 0� 0 S, LSL & PANEL 4'-0" x 8'-0" x 5/8" T&G PW PANEL (#32/16). SECURE W/ #7 x 3" WOOD SCREWS @ 6" OC TO JSTS. PRE —DRILL FOR SCREWS. OMIT AT STL L SEE NOTE 2 FRA W/ (12) Y4" GRIPTITE SCREWS TS—LSL FLAT Y4 STL SADDLE SEE 11—A69O DIAx3Y2" Edmonds SCHOOL DISTRICT Each stud ent I e a rni ng, every day! greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP ENGINEER STAMP LU Q w z LU 2 LU U Q J d LU ry O ry ry U) 0 J 0 0 17 U) U) 0 z 0 G 0 w RECEIVED Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 09 MAR 2023 DRAWN BY: PDS REV: PRICING SET 16"0 BOILER FLUE (ETR) BOILER ROOM 10"0 WATER HEATER FLUE U (ETR) EF-1 WP EF-9 NORTH ----------- ---------- CENTRAL 0 WP EF-11 .EF- 2 EFU17 WP o WP FF-1 B 8"0 BOOSTER HEATER FLUE (ETR ORH-1 (ETR) 17flRH-2 (ETR) HR-3 (ETR) WP EF-3 wP� EF-4 0 a ❑ Wp EF-5 EF-6 1�i"W EF-8 0 EF-7 WP II NORTH EF-10 r ICENTRAL - - - - - - - - - - --------i 0 CENTRAL SOUTH WP U EF-12 NORTH EN ROOF PLANS - MECH/ELEC 2' S' SCALE: 1/16" = V-0" 0' 4' 161 EF-16 WP (E) ROOF ACCESS 0 EF-15 WP t EF-13 -_ 1 A CENTRAL SOUTH FAN SCHEDULE BASIS OF DESIGN AREA ESP MAX WHEEL ELECTRICAL MAX WEIGHT SYMBOL MANUFACTURER AND SERIES TYPE SERVED CFM (IN WG) RPM DIA DRIVE CONTROL (LBS) REMARKS NO. HP VOLTS / PH EF-1 GREENHECK ROOF TOILET & STOR. NEAR 395 0.50 1550 1/10 120/1 DIRECT EXISTING 50 G-090-VG BOILER EF-2 GREENHECK ROOF KITCHEN STORAGE, 375 0.375 1550 1/10 120/1 DIRECT EXISTING 50 G-090-VG OFFICE EF-3 GREENHECK ROOF TOILETS NEAR A/V 500 0.50 1300 1 /6 120/1 DIRECT EXISTING 50 G-095-VG STORAGE EF-4 GREENHECK ROOF TOILETS NEAR 720 0.50 1300 1/4 120/1 DIRECT EXISTING 50 MAX 6 SONES G-100-VG LIBRARY EF-5 GREENHECK ROOF HEALTH ROOM 350 0.75 1450 1/4 120/1 DIRECT EXISTING 50 G-098-VG EXHAUST EF-6 GREENHECK ROOF WORKROOM EXHAUST 250 0.25 1300 1/10 120/1 DIRECT EXISTING 50 G-080-VG EF-7 GREENHECK ROOF STAFF EXHAUST 200 0.25 1000 1/10 120/1 DIRECT EXISTING 50 G-080-VG EF-8 GREENHECK ROOF STAFF TOILETS 200 0.50 1550 1/10 120/1 DIRECT EXISTING 50 G-080-VG EF-9 GREENHECK ROOF STAGE STORAGE - 350 0.25 1300 1/10 120/1 DIRECT EXISTING 50 G-090-VG WEST EF-10 GREENHECK ROOF STAGE STORAGE - 200 0.25 1300 1/10 120/1 DIRECT EXISTING 50 G-080-VG EAST EF-11 GREENHECK ROOF CLASS (KIND.) 200 0.25 1300 1/10 120/1 DIRECT EXISTING 50 G-080-VG EXHAUST EF-12 GREENHECK ROOF WEST CLASSROOM 1225 0.50 1200 1/2 120/1 DIRECT EXISTING 50 MAX 9 SONES G-130-VG TOILETS EF-13 GREENHECK ROOF SCIENCE & ARTS 1100 0.675 1300 1/4 120/1 DIRECT EXISTING 50 G-130-VG STORAGE EF-14 GREENHECK ROOF UPBLAST KILN EXHAUST 500 0.375 1550 1/10 120/1 DIRECT EXISTING 50 CUE-090-VG EF-15 GREENHECK ROOF GYMNASIUM TOILETS 500 0.5 860 1 /6 120/1 DIRECT EXISTING 50 G-095-VG EXHAUST EF-16 GREENHECK ROOF GYMNASIUM STORAGE 350 0.25 1285 1 /25 120/1 DIRECT EXISTING 50 G-090-VG EF-17 GREENHECK KITCHEN UPBLAST KITCHEN HOOD 235 0.50 1550 1/10 120/1 DIRECT EXISTING 50 UL 762 LISTED CUE-080-VG EF-18 GREENHECK ROOF UPBLAST DISHWASHER HOOD 1150 0.75 1400 1/2 120/1 DIRECT EXISTING 50 CUE-120-VG NOTE: 1. REUSE (E) ROOF CURBS; PROVIDE CURB ADAPTER AS REQUIRED. PAINT CURB ADAPTER TO MATCH (E) CURB. 2. PROVIDE FANS WITH CODE COMPLIANT ELECTRICAL DISCONNECT. 3. PROVIDE FANS W/ EC MOTORS W/ INTERNAL SPEED CONTROL (UNO). 4. MOTOR EFFICIENCY SHALL COMPLY W/ WSEC. 5. MOTORS SHALL BE NO SMALLER THAN SIZE INDICATED TO ALLOW FOR FUTURE AIRFLOW ADJUSTMENTS. 6. EXISTING FAN CONTROLS TO REMAIN & BE REUSED; RECONNECT (E) CONTROLS AS REQUIRED FOR PROPER FAN OPERATION. KEYED NOTES: 0 EXTEND DUCT TO TOP OF ANY NEW CURB TRANSITION. GENERAL NOTES: 1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION TO CONFIRM EXISTING SITE CONDITIONS, BUILDING CONDITIONS, EXISTING CONSTRUCTION MATERIALS, & OTHER ASPECTS OF THE WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE SCOPE, AND PERFORMING ALL DEMOLITION, FITTING AND RESTORATION REQUIRED FOR COMPLETION OF WORK. 3. BUILDING & SITE FEATURES SHOWN ON PLANS ARE APPROXIMATE AND ARE BASED ON OWNERS ASBUILTS; A COMPLETE REVIEW IS REQUIRED TO BE MADE BY THE CONTRACTOR. 4. VERIFY THE LOCATIONS, CURB SIZES, DUCT, POWER & CONTROL CONNECTIONS OF ALL ITEMS NOTED TO BE REMOVED. DESIGNATIONS INDICATED FOR EQUIPMENT IS BASED ON OWNER AS-BUILTS & NEEDS TO BE CONFIRMED BY CONTRACTOR. 5. CONTRACTOR SHALL USE CAUTION TO PREVENT DAMAGE TO EXISTING BUILDING & EQUIPMENT. RESTORE ALL DISTURBED AND DAMAGED AREAS TO PRE -CONSTRUCTION CONDITIONS OR BETTER. 6. PROVIDE NEW POWER CONNECTIONS TO ALL EQUIPMENT BEING REPLACED. 7. ALL FANS (EF-#) NOTED ARE EXISTING AND ARE TO BE REPLACED WITH NEW. 8. REPLACE (E) ROOFTOP CURB MOUNTED RECEPTACLES BY NEW (GFCI WP TYPE). 9. ALL WORK SHALL COMPLY WITH CODE & BEST CONSTRUCTION PRACTICES. COORDINATE WORK WITH ROOFING REPLACEMENT/REPAIR WORK. LEGEND/ABBREVIATIONS SYMBOL/ ABBREFIATION DESCRIPTION CFM CUBIC FEET PER MINUTE DIA DIAMETER (E), EXIST EXISTING EC ELECTRONICALLY COMMUTATED EF EXHAUST FAN ESP EXTERNAL STATIC PRESSURE (ETR) EXISTING TO REMAIN HP HORSEPOWER IN INCHES PH PHASE RH ROOF HOOD RPM REVOLUTIONS PER MINUTE TYP TYPICAL V VOLTAGE WC WATER COLUMN WP WEATHERPROOF WSEC WASHINGTON STATE ENERGY CODE @ GFCI DUPLEX RECEPTACLE (NEMA 5-20R) ROOFTOP MECHANICAL � ADDENDUM NO. 1 - 20 MAR 2023 greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT HULTZ 07. BHU e n g i n e e r s i n c 1111 Fawcett Ave, Suite 100 Tacoma, WA 98402 Phone: (253) 383-3257 Fax: (253) 383-3283 general@hultzbhu.com Job Number: 22-197 CONSULTANT STAMP J 0 0 u� (n U Q � � O z O LLJ = LLI un J r) Lu Z 0 o LU w Q LU (n LL_ O 0 n--" RECEIVED DATE REV: Mar 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9 MARCH 2023 ME1 00