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APPROVED BLD PLN BLD2023-0359+Plan Set+3.23.2023_3.30.44_PM+3440082CODES 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 8c BUILDING SYSTEMS. "01 EDITION WASHINGTON STATE AMENDMENTS WAC SEE SPECIFICATION SECTION 51 00 EXISTING FACILITIES 51-56 8c WAC 51-57* 8c TEMPORARY CONTROLS" 8c OTHER SPECIFICATION SECTIONS. 4. INTERNATIONAL FIRE CODE (IFC), 2018 EDITION 4. PROTECT ALL SURFACES, FURNITURE, EQUIPMENT, FINISHES WASHINGTON STATE AMENDMENTS WAC 51-44* 8c SIMILAR ITEMS AT ALL ROOMS INSIDE OF BUILDING WITH 5. NATIONAL ELECTRICAL CODE (NEC), 2018 EDITION SHEET PLASTIC. 5. RESTORE (E) LAWNS 8c (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 EI S TI N G 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 8c RESTORATION WORK REQUIRED FOR INSTALLATION 8c REVISION NOTES COMPLETION OF ALL WORK. 11. FIELD VERIFY ALL (E) CONDITIONS 8c 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 8c IFC REQUIREMENTS. 14. FIRE STOP 8c LABEL PENETRATIONS IN FIRE &SMOKE RATED ASSEMBLIES IN ACCORDANCE WITH THE REQUIREMENTS OF THE ASSEMBLIES. 15. COORDINATE ROUGH OPENING SIZE 8c LOCATION REQUIREMENTS WITH ALL SUBCONTRACTORS PRIOR TO FABRICATION OR LAYOUT OF WORK. 16. VERIFY SIZE 8c 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 8c ATTACHMENT DEVICES INDICATED. PROVIDE ADDITIONAL DEVICES AS REQUIRED TO SECURE WORK. APPROVED LANS MUST BE ON JOB SITE 19. WHERE WOOD FRAMING INDICATED AS 2x, 4x, 6x OR SIM CUT FROM SIZE INDICATED TO FIT. 20. RESTORE DAMAGE TO LAWNS, PLANTING BEDS 8c OTHER (E) CONDITIONS TO LIKE OR BETTER CONDITIONS. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE PROJECT DATA ADDRESS 8426 188TH ST SW EDMONDS, WA 98026 VICINITY MAP PROJECT SITE 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 8c 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 8c B BUILDING AREA: 49,420 SF CONSTRUCTION TYPE: FIRE SPRINKLERED: NO FIRE ALARM: YES DIRECTORY OWNER EDMONDS SCHOOL DISTRICT N0. 15 20420 68TH AVE. W. LYNNWOOD, WASHINGTON 98036-7400 PHONE 425.431.7161 CONTACT NICK CHOU ARCHITECT GREENS 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 �I=�P.I_1�IB7_1� 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 � �t.(� Apr 13 2023 �]:L\�i91�[e�l�l�lil ARCHITECTURAL A001 GENERAL INFORMATION A010 ABBREVIATIONS, SYMBOLS &EXTERIOR FINISH SCHEDULE 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 City Of Ed onds Building Department Work RE-ROO ;......................................................................................................................................................: ...................................................... Address � 8426 188TH T SW Owner ESD SEAVIEW EL MENTARY Approved Date 04/10/2023.......................................................................: ....................................................................... Building Official Eri e C%arf� ............................................................: Permit Number BLD20 ............................................................ 3-0359 This approved plan set also includes mechanical information for permit BLD2023-0362. Plan set to be utilized for both pe mits. PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J 2 H (nZU } W � � � � Q W o � U o Z Q o � � � w � o J � z W w � - � Q W DATE REv: z 0 Q 0 z J Q W Z W C.� 9 MARCH 2O23 A001 PRICING SET ABBREVIATIONS GENERAL 8c AND + AND L OR L ANGLE N APPROX DIM @ AT � OR CL CENTERLINE � DIAMETER GREATER THAN 'G ING (@ END OF ABBREVIATION) LESS THAN � 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 CBcP CUTTING 8c PATCHING C— COVED CB CATCH BASIN CFR CODE OF FEDERAL REGULATIONS CG CORNER GUARD CH CLOTHES HOOK CI CAST IRON CISCA CEILING 8c 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 8c 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 FOOTI N G 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 LBcI 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 PBcS PROJECTOR 8c 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 PLBcPB PLASTER 8c 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 8c 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 ._. y -------- HIDDEN LINE / TO BE REMOVED LINE ABOVE S SHADES SAM SELF —ADHERED MEMBRANE SAN SANITARY �� 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 TBcB TOP 8c BOTTOM TBB TILE BACKER BOARD TBD TO BE DETERMINED TC TOILET COMPARTMENT TEMP TEMPORARY TFF TOP FLOOR FINISH TG TRANSFER GRILLE TBcG 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 E�CTER OR � �l SH SCH ED U E 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 OF greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � �w = J � � � � z U O � � w � m S � � U � � � Z Q o = w � U (n � w � z z J � � � � � Z w 0 � Q � Q � � w m X Q w DATE REv: 9 MARCH 2O23 A010 PRICING SET NOTES SITE PLAN N W E S ADD-1 188TH ST SW 1. SEE SHT A001 FOR GENERAL NOTES 2. PLAN DOES NOT SHOW ALL CONDITIONS NOTES 1.1 LAYDOWN, STAGING 8c STORAGE AREA. KEEP 30'-0" AWAY FROM BUILDING PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 2 U Q z w w J W w Q w RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z ~ U W � � ~ W o U� Q o J � � U W � � � 0 � z 0 � � w z Q J w DATE 9 MARCH 2O23 RED: A100 PRICING SET MA �l E f�TRY L-1 F-03B ROOM SCHEDULE ATTIC ACCESS �L00 R PLAN SCALE 1 /16" = 1'-0" 0 0 0 o 0 0 0 0 MP-3 D-5 D-4 D-3 C-5 C-4 C-3 M-1 M-2 I ~ O �� 0 0 0 �. -n�'� ill 0 F-02A F- F-01 A F-16 E-1 F- F-12 F-13 a F-11 F-118 I F-11 � `` � - - • F-07 MP-5 L-6 L-1A L-7 L-8 MP-2 D-6 D-1 D-16 D-2 C-6 C-1 C-16 C-1A M-3 C-2 M-5 1 M-4 � ATTIC ACCESS �G �G x ATTIC ACCESS ATTIC ACCESS e e G-7 O u� G�— G-3 ATTIC ACCESS G-2 X G-1 A-2 A-1A A-16 A-1 A-6 B-2 B-1A B-18 B-1 O B-s S-1 O A-3 A-4 A-5 B-3 B-4 B-5 S-4 F-09 F-04 F-05 F-O6 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 F11 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 L1 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 �r��n�gasav�a� PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP a�oz RF(;LCTFREn CONSULTANT CONSULTANT STAMP RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J 2 H (nZU } W � ��`� Z Q W o Q z Q o � x � W � � J � � � W � O � �` 0 w � w Q w DATE 9 MARCH 2O23 RE�e A210 PRICING SET ATTI � DRAFT STO P 1 O ATTIC P LA N SCALE 1/16" = 1'-0" ATTIC ACCESS � ATTIC ACCESS AFT STOP NOTES 1. SEE SHT A001 FOR GENERAL NOTES 2. PLAN DOES NOT SHOW ALL CONDITIONS NOTES PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 2 U Q z w w J W w Q w RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z ~ U W � � ~ W o U� Q o J � � U W � � � 0 � z 0 � � w z a c� Q DATE 9 MARCH 2O23 RED: A211 PRICING SET 1 O R00� 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 8c 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 u 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 10—A232 — — — — � 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 PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J 2 H (nZU } W � � � � Q W o � U o Z Q o � � � w � o J � z W w � — � Q W DATE REv: z Q J 0 0 9 MARCH 2O23 A230 PRICING SET NOTES MATCH LINE A232 1 O R00� PLAN SCALE 1 /8" = 1 '-p" N W E S u c�_ � n rn �ein�i TCH LINE ��. A232 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 J 2 U Q z w w J W w Q w RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z ~ U W � � ~ W o U� Q o J � � U W � � � 0 � z 0 � � w z Q J 0 0 DATE 9 MARCH 2O23 RED: A231 PRICING SET <� N Q M.1 DS-1 I A231 DS-1 r�� . � MATCH LINE A231 � MATCH LINE DS-2 � I I ° B 20-A650 /� SIM-2 10- A620 DS-2 20E-A670 10- A630 +10'-0" 3:12 +/- DS-2 � � � Q o N m 12-A640 _ V o '� V 0 0 1� /o `9� 0 u 20E-A670 10- A620 3:12 +19'-6" O G r o N CO Q N o N 00 ,� ' G o I o N N Q 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 0 G N N 00 G ° � 3:12 1�/ 0 U o V r• ° 3:12 +/- + 19'-6" 0 o G G ° o I I N N V + V N N V + V o � I � �1 I:� N o G DS-4 DS-2 DS-4 DS-2 N G ° V 0 V DS-2 DS-2 +10'-0" OUTLINE OF BLD BELOW DS-2 DS-2 R I DS-2 20G-A670 DS-5 O DS-5 . '�• ° DS-3 30-A640 �� i MATCH LINE `� _.� MATCH LINE A233 20D-A620 V V A233 R R N 0 N W E CO 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 RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J 2 H (nZU } W � � � � Q W o � U o Z Q o � � � w � o J � z W w � — � Q W z Q J L� O O DATE 9 MARCH 2O23 REv: A232 PRICING SET A232 ��. MATCH L 1 O R00� PLAN SCALE 1 /8" = 1 '-p" N W E S FCIC SEE 10-A231 .. 32 �l E KEY PLAN greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 2 U Q z w w J W w Q w RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z ~ U W � � ~ W o U� Q o J � � U W � � � 0 � z 0 � � w z Q J 0 0 DATE 9 MARCH 2O23 RED: A233 PRICING SET 2'-0" MIN TO 6'-0" MAX � RIDGE 0 � RIDGE FRA-1 � FRA-1 1� FRA-2 Y FRA-1 ° FRA-1 FRA-2 MIN EQ EQ MIN o MATCH LINE A342 1 O R00� PLAN SCALE 1 /8" = 1 '-p" MATCH LINE 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 J 2 U Q z w w J W w Q w RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z ~ U W � � ~ W o U� Q o J � � U W � � � 0 � z 0 � � w z Q J z 0 w 0 J Q DATE 9 MARCH 2O23 RED: A341 KEY PLAN PRICING SET A341 MATCH LINE MATCH LINE A343 1 O R00� 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 J 2 U Q z w w J W w Q w RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z ~ U W � � ~ W o U� Q o J � � U W � � � 0 � z 0 � � w z Q J z 0 w 0 J Q DATE 9 MARCH 2O23 RED: A342 KEY PLAN PRICING SET NOTE: NOT ALL FRA SHOWN A342 MATCH LINE 1 O R00� PLAN SCALE 1 /8" = 1 '-p" 342 .� INE PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 2 U Q z w w J W w Q w RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z ~ U W � � ~ W o U� Q o J � � U W � � � 0 � z 0 � � w z Q J z 0 w 0 J Q DATE 9 MARCH 2O23 RED: A343 KEY PLAN PRICING SET ASPHALT SHINGLE SU SAM � , (E) PW (E) AIR SPACE 1 � 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 RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J 2 H (nZU } W � � � � Q W o � U o Z Q o � � � w � o J � z W w � — � Q W DATE RED: J Q W 9 MARCH 2O23 A600 PRICING SET RIDGE culNl�i � 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 AC�LJAI T CLJINI(`I C �� C`I I CAI I SAU SHINGLES Y� SAU ADD-1 PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 2 U Q H Z W W J W W Q W RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z ~ U W � � ~ W o U� Q o J � � U W � � � 0 � z 0 � � w J Q W DATE 9 MARCH 2O23 RED: A610 PRICING SET SHT MTL FLASHING SHT MTL C' r^T 1X6 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 BUR ""r"�n STRIP BUR FLAS BUR CVB (E) (E) � (E) VVVVLJ V/'1IV I 1 0 S ECT 1 1 S ECT 1 2 S ECT SCALE 3" = 1'-0" SCALE 3" = 1'-0" SCALE 3" = 1'-0" (E) WOOD SOFFIT 2 O SECT FCIC SEE 10-A620 SCALE 3" = 1'-0" ASPI IAI T C`I IINI/�I rC` SU SAU (E) �0 SECT SCALE 3" = 1'-0" C6 FASCIA — PT :) 2x 10 FASCIA — PT SIM: OW JSTS SHT MTL FLASHING SHT MTL CLEAT (E) STL FRAMING ASPI IAI T C`I IIt`I/�I rC` SU SAU (E) 1 SECT SCALE 3" = 1'-0" BUR MEMB CVB (E) 22sECT SCALE 3" = 1'-0" SIM: RAKE SHT MTL FLASHING SHT MTL CLEAT 1X6 FASCIA — PT (E) (E) 2X 10 FASCIA — PT 2X4 GASKETED SCREWS @ 24" OC SHT MTL FLASHING SHT MTL CLEAT 1X6 FASCIA — PT (E) 2X 10 FASCIA — PT (E) BUR MEMB BASE FLASHING 4" 4" SEALANT 2 SECT FCIC SEE 12-A620 SCALE 3" = 1'-0" SHT MTL CLEAT 1X6 FASCIA — PT (E) 2X10 FASCIA — PT WOOD CURB CUT FROM 4X 1X6 FASCIA — PT 2X10 FASCIA — PT greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J 2 H (nZU } W � � � � Q W o � U o Z Q o � � � w � o J � z W w � — � Q W J Q W 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 1 O S ECT FCIC SEE 10-A630 � 2 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) HST SHT MTL V LL/1 I FCIC SEE 10—A630 0 SECT FCIC SEE 10-A630 SCALE 3" = 1'-0" (E) 2X 10 FASCIA — PT SHT MTL FLASHING (E) PW (E) 2x 2X — F 21 s ECT FCIC SEE 10-A630 SCALE 3" = 1'-0" 2X8 FASCIA — PT (E) PW (E) ROC SIM 1: SOFFIT 2 2 s E c T FCIC SEE 10-A630 SCALE 3" = 1'-0" (E) PW (E) JST' 2 SECT FCIC SEE 10-A630 SCALE 3" = 1'-0" `L=) 2X 10 FASCIA — PT SHT MTL GUTTER SEE 1 1 —A680 E) 2X 10 FASCIA — PT SHT 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 RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J 2 H (nZU } W � � � � Q W o � U o Z Q o � � � w � o J � z W w � — � Q W J Q W DATE 9 MARCH 2O23 RED: A630 PRICING SET � RIDGE VENTED RIDGE � �� << JP � OPP SIDE SAME � �� \ / �'t' ASPHALT SHINGLE JP� Y WIDTH VARIES 2" W AT TOP SU \ / 4" W AT BOT SAU � VALLEY 2"-4" 2"-4" � � VALLEY \ / � � 4„ FLASHING � � 1' 0" SAU STRIPPING PLY \ (E) PW VALLEY / FLASHING ROOF \ / SLOPE ��\ / SCALE 3" = 1 '-0" NTS NTS RD RD V V V � � i � � � � � � — ADDITIONAL SHT MTL INTERPLY COPING LAYERS NTS ASPHALT SHINGLE SU BUR CAP SHEET SAU BUR INTERPLY BUR BASE SHT 2" � 6" 6" (E) PW CVB (E) 2x DECKING INTERPLY CAP SHT BASE SHT SCALE 3" = 1 '-0" greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J 2 H (nZU } W � � � � Q W o � U o Z Q o � � � w � o J � z W w � — � Q W DATE RED: J Q W 9 MARCH 2O23 A640 PRICING SET TURN SAU U P PW (E) PW SHT MTL FLASHING ADD-1 ADD-1 1 O S E C T FCIC SEE 10—A610 � � s E c T SCALE 3" = 1'-0" SCALE 3" = 1'-0" (E) `. SHT SAU 20 SECT SCALE 3" = 1'-0" �0 SECT SCALE 3" = 1'-0" FCIC SEE 20—A650 (E) PW BUYTAL MASTIC (E) PW 21 sECT SCALE 3" = 1'-0" 1 SECT SCALE 3" = 1'-0" FCIC SEE 20—A650 SAU (E) LATH 8c PLASTER SHT MTL STEP FLASHING ASPHALT SHINGLE SU SALVAGED CORA—VENT _E FLASHING SHINGLES greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J 2 H (nZU } W � � � � Q W o � U o Z Q o � � � w � o J � z W w � — � Q W DATE RED: J Q W 9 MARCH 2O23 A650 PRICING SET SEALANT FACE OF (E) LATH & PLASTER (E\ I nTl I o„ nl nc�Trr-� .�. CVB (E) PW FIBER CANT SIM: SLOPE S E�' ^ "IT ASF su SAID SAtiI JII\II IIVV I LI (E) VTR (E) PW SHT MTL FLASHING ASF'� � n i T r'�i iin i�i r� su SAL 1 0 S ECT 1 1 S ECT 1 2 S ECT SCALE 3" = 1'-0" SCALE 3" = 1'-0" SCALE 3" = 1'-0" SEF' ""'T SH1 SHE FUF ASF SAU (E) PW 20 SECT SCALE 3" = 1'-0" (E) CMU \ SIM: RIDGE VENT SEAL ""'T CVB BURIVI LIVID JII\II I IIVV I LI 21 sECT 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 RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J 2 H (nZU } W � � � � Q W o � U o Z Q o � � � w � o J � z W w � — � Q W J Q W DATE 9 MARCH 2O23 RED: A651 PRICING SET MECH UNIT LEVEL STL MTL FLASHING > >, STL MTL STEP FLASHING INS STL CURB SHINGLES SU SAM HT VARIES — — — — 8„ SAM STRIPING PLY (E) PW SCALE 3" = 1 '-0" NOTES 1 VR TO OVERLAP (E) VR 4" MECH UNIT LEVEL SS TERMINATION BAR ® RLF SHT MTL FLASHING INS STL CURB o BASE FLASHING � z GMGS-1 �� BUR ROOF MEMB ^ 4„ 2„ CVB FIBER CANT HT VARIES CVB (E) 2x WOOD DECKING SCALE 3" = 1 '-0" greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J 2 H (nZU } W � � � � Q W o � U o Z Q o � � � w � o J � z W w � — � Q W DATE RED: J Q W 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 -�'" � -''- /� ,- ��,,... I I I I ",- ��.... I I I "� 1- _ 1_l I SEE STRUC EPS RI SCALE 6" = 1 '-0" greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP J 2 U Q z w w J W w Q w RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z ~ U W � � ~ W o U� Q o J � � U W � � � 0 � z 0 � � w J Q W DATE 9 MARCH 2O23 RED: A660 PRICING SET NOTES i .. DOWN SLOPE SIDE 1 STEP FLASHING NOT SHOWN \� A AXON r�r rl nr�l Ilnin H \� 2 O AX 0 N 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 B F ., L C G CRICKET \� 12„ u 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 RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J 2 H (nZU } W � � � � Q W o � U o Z Q o � � � w � o J � z W w � — � Q W DATE RED: J Q W 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 ECT SCALE 3" = 1'-0" GUTTER E) 2"x3" JD 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 E LEV DS-2 33—A680 DS-3 DS4 DS-5 DS-6 DS-7 ��LE 3" = 1'-0" VALLEY 1 INCH CLR 0 ELEV SCALE 1-1/2" = 1'-0" SS SADLE FLASHING ROOF GUTTER ROOF NOTES 1. FIT TIGHT INTO (E) TIGHTLINE 8c AROUND DS. TO SHT I SHT MTL TRANSITIC TO (E) E GRADE TI 33 AxoN Nry 3" MIN I 3" MIN greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT CONSULTANT STAMP RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J 2 H (nZU } W � � � � Q W o � U o Z Q o � � � w � o J � z W w � — � Q W J Q W DATE 9 MARCH 2O23 REv: • :1� PRICING SET NOTES 1 (E) BATT INS NOT SHOWN 2 REMOVE 8c REPLACE (E) BATT, INS 8c VB — MAINTAIN (E) 6" AIR SPACE NOTES 1 VERIFY SIZE, TYPE 8c SPACING OF (E) JSTS PRIOR TO PROCEDDING W/ WORK. 2 CAREFULLY REMOVE ONE FULL SHEET OF (E) 5/8" TBcG 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 TS—LSL PLAN FRA w oz �� O O � O 4'-0" x 8'-0" x 5/8" TBcG PW PANEL (#32/16). SECURE W/ #7 x 3" WOOD SCREWS C� 6" OC TO JSTS. PRE —DRILL FOR SCREWS. OMIT AT STL L SEE NOTE 2 * DRILL HOLES PRr""�r� ., Ti ir�i i PW, STL L 8c TOP (E) TRUSS PW PANEL 5 x 3-1/2 x 1/4 (LLH) STL L W/ WOOD SCREWS. P� FOR SCREWS (E) 16"D TJI/55C VERIFY WIDTH OF � �� ,�. �� CHORDS PRIOR TO PROCEEDING WITH WORK 11 s E c,T,. _ ,._o.. � OE JST 8c 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 � SADDLE. (2) #7 x 3" WOOD SCREWS EA SIDE STAGGER. PRE —DRILL FOR c�Q��nic Ern ��H�� L �I�TI�I�T Each stud ent I e a rni ng, ew�r�r cla}�! greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP ENGINEER STAMP RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J � w 2 � UO �� a �H Qz �w zg ww � U w Q J J W d W W � � � Q � W � � � �J 0 0 0 U 0 z 0 0 w J Q W DATE: 09 MAR 202� DRAWN BY: PDS REV: I;I:�'I�� PRICING SET NOTES 1 VERIFY SIZE, TYPE 8c SPACING OF (E) JSTS PRIOR TO PROCEDDING W/ WORK. 2 CAREFULLY REMOVE ONE FULL SHEET 8c ONE HALF SHEET EA WAY OF FULL SHEET OF (E) 5/8" TBcG 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 PLAN FRA-2 1 ,��E , - � _� NOTES 1 (E) BATT INS NOT SHOWN 2 REMOVE 8c REPLACE (E) BATT, INS 8c VB — MAINTAIN (E) 6" AIR SPACE � (E) JOIST 1-1 /2" x SUPPORT CLIPS @ W/ (2) 1( 10d INTO SIMP CSIE PRE —PUN DO NOT � (E) JSTS PW PANEI (2) 5/8„� 8c AT MID 1-1 /2" x TS—LSL S FROM 14" JIIVI� /'1.J.J /'1 I L_/'1 I J-L_JL_ 20 SECT SCALE: 1 1/2" = 1'-0" � (E) JOIST �V (5) 16d OR #7 WS EQ SPACED 1-1 /2" x 16" TS—LSL BLKG (FLAT) BENT STL SADDLE SECT SEE 11—A690 3-1 /2" x 16" TS—LSL FLAT BLKG @ FS NOTCH BLKG 1-1 /2" x 14Y2"± TS—LSL NBcF SIDE OF FLAT BLK W/ (2) PW PANEL 1-1 /2" x (FLAT) (E) JST N� 2x4 BLKG `I �� I � 21 sECT SCALE: 1 1 /2" = 1'-0" /2" x 3-1 /2" TS—LSL ;G (FLAT) /2" x 16" TS—LSL BLKG AT) w oz �� O O � O P CS16 x 7'-6" STRAPS 0" x 4' — 0" x 5/8" T8c G P W JEL (#32/16). SECURE TO �S 8c BLKG W/ SCREWS NOTED. SEE NOTE 2 0" x 8'-0" x 5/8" T8cG PW JEL (#32/16). SECURE �IMETER W/ #7 x 3" �D SCREWS @ 6" OC TO �S. OMIT AT STL L. —DRILL FOR SCREWS. COVE iEi PW PANEL — NOTE 2 � FRA 1 PW PANEL 8c TS—LSL BLKG 10d @ 6" OC OR #7 x 3" WS @ 6" OC SIMP CS16 STRAPS 5/8"� MB'S 1-1 /2" x 13Y2"± x 3'-6" TS—LSL STRONGBACKS NBcF SIDES OF JST SIMP A35'S 1-1 /2" x 14%2"± TS—LSL BLKG Err�n ��H��L �I�TI�I�T Each �tu�lent Lea rni ng, �er�r �la�! greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP ENGINEER STAMP RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J � w 2 � UO �� a �H Qz �w zg ww � U w Q J J W d W W � � � Q � W � � � u 0 J 0 0 U 0 z C� G 0 w J Q W DATE: 09 MAR 202� DRAWN BY: PDS REv: PRICING SET FRA LOCATE ON � OF LONG SIDE OF (E) PW PANEL (E) GL ROOF BEAM INSTALL #7 x 3" W001 @ 6" OC AT PERIMETE PW PANEL 8c @ 12" OC; �A WAY IN FIELD AT INTERMEDIATE SUPPORTS PLAN FRA-3 �GLBM FRA — SECURE W (12) Y4" DIA x 5" GRIPTITE SCREWS (E) 5/8" TBcG PW S OVER (E) 2x DECK (E) 5Y2" ARCHED GL BM @SIM 2 � SECT„ _ ,�-o., (E) 5 Y2 x 24 GL BEAM — VERIFY WIDTH OMIT @SIM 4'x8'x5/8' TBcG PW JELS ON TOP OF (E) ;KING. ORIENTATION 8c 'OUT VARIES Edmonds SCHOOL DISTRICT Each student learning, every day± greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP VIN JERALD �iASAWAY ATE OF WASHINGTON ENGINEER STAMP RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J � w 2 � UO �� a �H Qz �w zg ww � U w Q J J wa �w w� > �` QO w� �� U_ 0 O 0 U z C� G 0 LIJ J Q W DATE: 09 MAR 202� DRAWN BY: PDS RED: PRICING SET NOTES 1 FRA LOCATED EA SIDE OF RIDGE NOT SHOWN FOR CLARITY 2 VERIFY (E) FRAMING 8c 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" T8cG PW SHTG PLAN FRA-4 1 ,��E , - � _� NOTES 1 ROOFING, ETC EXCLUDED BOLTS FRA Pc STL PL FOR ADDITIONAL WORK SEE �?—q��2 (4) 5/8" DIA BOLTS A36 ALL THREAD RO W/NUTS & WASHER � BOT 8c MIW 8c NUTS TOP (E) 1 Y8" TBcG PW SH (E) 2x WOOD DECKIN 20 SECT SCALE: 1 1/2" = 1'-0" I I I I I I I ------L�-- I I ----------------------------------- --I I I L—----------------------------------- —1 I I -------- 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 I I w I I � I I I I I I I I I o I Jz I I I I r�o 0 I I � I I � I I 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 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 I I I I 20—A693 (E) 2x WOOD DECKING 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 1 �" t\A I �I PLAN SCALE NTS FRA & (E) GLU—LAM BEAM 5/6" DIA GALV BAR 3/6" x 2Y2" DIA GALV CAP � W/ SEAL WELD ALL AROUND 2Y2" DIA GALV SCH 80 PIPE %2" T STL PLATE MIN SIMPSON HTT4 TENSION TIE AT EA BOLT W/ (18) 10d x 1Y2" NAILS 8C 5�g" DIA BOLT * (PT) (E) GL BM VERIFY 8c COOR WIDTH O�E) BEAM PRIOR TO PROCEEDING WITH WORK � FRA 8c (E) BM 21 sECT SCALE: 1 1 /2" = 1'-0" STL PLATE (E)1Y8"T� (E) 2 x DES (E) GLU—LA�� H�� — (E) 5Y2 GL BM C� 8'-0" OC UNO � FRA 5/8" DIA BOLTS SIMPSON H TT4 N 8c F SIDES Err�n ��H��L �I�TI�I�T Each �tu�lent Lea rni ng, �er�r �la�! greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP ENGINEER STAMP RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J � w 2 � UO �� a �H Qz �w zg ww � U w Q J J W d W W � � � Q � W � � � u L.L �� vJ O 0 U 0 z o G 0 w J Q W DATE: 09 MAR 202� DRAWN BY: PDS REv: I�I:�'I�� PRICING SET NOTES 1 VERIFY SIZE, TYPE 8c SPACING OF (E) JSTS PRIOR TO PROCEDDING W/ WORK. 2 CAREFULLY REMOVE ONE FULL SHEET OF (E) 1Y8" TBcG 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) BATTINS NOT SHOWN 2 REMOVE 8c REPLACE (E) BATT, INS & VB —MAINTAIN (E) 6" AIR SPACE 3 FCIC SEE 11—A690 � JST 8c 5" ANGLE LEG (E) 1y$" TBcG ��", L 5 x 3 x Y #7 x 3" WS (E) 22" OWJ 20 SECT SCALE: 1 1/2" = 1'-0" (E) 22" OWJ @ 48" OC UNO w oz �� o o� 0 S, LSL 8c 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 %4 STL SADDLE SEE 11—A690 Ern ��H�� L �I�TI�I�T Each stud ent I e a rni ng, ew�r�r cla}�! greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP ENGINEER STAMP RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J 2 U w Q w U W O a z w w U Q J d W O O u J Q W DATE: 09 MAR 202� DRAWN BY: PDS REV: PRICING SET NOTES 1 VERIFY SIZE, TYPE 8c SPACING OF (E) JSTS PRIOR TO PROCEDDING W/ WORK. 2 CAREFULLY REMOVE ONE FULL SHEET OF (E) 5/8" TBcG 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 TS—LSL PLAN FRA-6 1 ,��E , - � _� NOTES 1 (E) BATT INS NOT SHOWN 2 REMOVE 8c REPLACE (E) BATT, INS 8c VB — MAINTAIN (E) 6" AIR SPACE � JST 8c 3y2" ANGLE LEG _� . L3y2x3y2x%4> PRE —DRILL FOR S (E) 11 �/8" TJI/35( FIELD VERIFY 8c C_ _.. W/ ARCH PRIOR TO PROCEEDING W/ WORK 20 SECT SCALE: 1 1/2" = 1'-0" (E) 11 �/8" TJI/35 JSTS @ 24" OC UNO W oz �� o o� 0 S, LSL 8c PANEL 4'-0" x 8'-0" x 5/8" TBcG 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 Y4 STL SADDLE SEE 11—A690 Ern ��H�� L �I�TI�I�T Each stud ent I e a rni ng, ew�r�r cla}�! greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP ENGINEER STAMP RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J 2 U w Q w U W O a z w w U Q J d W O O u 0 J 0 0 U 0 z O G 0 w J Q W DATE: 09 MAR 202� DRAWN BY: PDS REV: PRICING SET NOTES 1 VERIFY SIZE, TYPE 8c SPACING OF (E) JSTS PRIOR TO PROCEDDING W/ WORK. 2 CAREFULLY REMOVE ONE FULL SHEET OF (E) 1Y8" TBcG 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 PLAN FRA-7 1 ,��E , - � _� NOTES 1 (E) BATT INS NOT SHOWN 2 REMOVE 8c REPLACE (E) BATT, INS 8c VB — MAINTAIN (E) 6" AIR SPACE � JST 8c 3" I ANGLE LEG L 3 x 3 x y4 ; W/ (7) #7 x 3 PRE —DRILL F0� (E) 2x8 JSTS 20 SECT SCALE: 1 1/2" = 1'-0" TS—LSL � JST 8c 3" I ANGLE LEG (E) 2x8 JSTS @ 16" OC UNO W oz �� o o� 0 S, LSL 8c PANEL 4'-0" x 8'-0" x 5/8" TBcG 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—A690 DIAx3Y2" Ern ��H�� L �I�TI�I�T Each stud ent I e a rni ng, ew�r�r cla}�! greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP ENGINEER STAMP RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J 2 U w Q w U W O a z w w U Q J d W O O u 0 J 0 0 U 0 z C� G 0 w J Q W DATE: 09 MAR 202� DRAWN BY: PDS REV: I�I:�!I:? PRICING SET 16"� BOILER FLUE (ETR) BOILER ROOM 10"� WATER HEATER FLUE U (ETR) EF-1 WP EF-9 NORTH --------------------- CENTRA� 0 �� EF-11 �E� 2 EFU17 �� o WP FF-1 B 8"� BOOSTER � HEATER FLUE (ETR ORH-1 (ETR) ORH-2 (ETR) HR-3 (ETR) wP EF-3 wP� EF-4 0 a ❑ �� EF-5 EF-6 �� o EF-8 0 EF-7 � II I II NORTH � EF-10 CENTRAL I 0 CENTRAL SOUTH wP U EF-12 NORTH ROOF PLANS - MECH/ELEC 21 S' � � � � � � � � �I � � �. � � � �F I � � � � � � � � � � � SCALE: 1/16" = 1'-0" 0' 4' I6' EF-16 wP (E) ROOF ACCESS 0 EF-15 wP EF-13 -_, d 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 N0. 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: O1 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 HORSE POWER 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 N0. 1 - 20 MAR 2023 greenegasaway PO BOX 4158 FEDERAL WAY, WA. 98063 TEL: 253-941-4937 ARCHITECT STAMP CONSULTANT �iULTZ � B�iU 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 RECEIVED Mar 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE REve J I U� (n U � � Q � � O Z O W = � � W �n J � W Z 0 o W w Q W (n U W z U W O 0 9 MARCH 2023 ME100