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APPROVED BLD RESUB1 BLD2024-0359+Architectural_Plan+6.14.2024_7.16.39_PM+43247733 a Farley Residence ff family room /office deck addition GENERAL NOTES GENERAL: ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE, 2015 EDITION, THE LOCAL CITY OR COUNTY BUILDING CODE, AND THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THE DRAHIN65 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF A 51MILAR CHARACTER TO DETAILS 5HOAN, 51MILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED. ALL STRUCTURAL SYSTEMS WHICH ARE COMPOSED OF COMPONENTS TO BE FIELD -ERECTED SHALL BY SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION. ERECTION SHALL BE IN ACCORDANCE WITH THE INSTRUCTIONS PREPARED BY THE SUPPLIER. VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS, ARCHITECTURAL, MECHANICAL AND ELECTRICAL OPENINGS BEFORE PROCEEDING WITH THE WORK. VERIFY ALL EXISTING UTILITIES BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES AND SEQUENCES FOR PROCEDURES REQUIRED TO PERFORM THE WORK. JOB 51TE SAFETY: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUE5 AND 5EQUENGE5 FOR PROCEDURES REQUIRED TO PERFORM THE WORK. THE ARCHITECT HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEA SERVICES RELATING TO THE GONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TEGHNIQUE5 OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HI5 WORK. THE UNDERTAKING OF PERIODIC 51TE VISITS BY THE ARCHITECT SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES OR EMPLOYEES OF 5UPPLIER5 OR SUBCONTRACTORS, OR FOR ACCESS, VISITS, USE, WORK, TRAVEL OR OCCUPANCY BY ANY PERSON. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSPEGTING THE WORKMANSHIP OF THOSE SUBCONTRACTORS PRECEDING. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER IMMEDIATELY. FAILURE TO DO 50 SHALL BE CONSTRUED AS ACCEPTANCE OF THAT WORK. DO NOT SCALE DRAAIN65. USE WRITTEN DIMENSIONS. WHERE CONFLICTS EXIST, NOTIFY THE ARCHITECT IMMEDIATELY. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE DRAWINGS AND BY OTHERS. PROVIDE ALL BUCK -OUTS, BLOCKING, BACKING AND JACKS AS REQUIRED VERIFY LOCATIONS OF ALL EXISTING SITE UTILITIES; GAP, MARK AND PROTECT AS 15 NECESSARY FOR COMPLETION OF WORK. PROVIDE A 4" TIGHTLINE CONNECTION FROM NEW DOAN5POUT5 TO STORM SYSTEM. SAFETY GLAZING: WINDOW $ DOOR MFR. SHALL PROVIDE TEMPERED SAFETY GLAZING WHERE REQUIRED BY THE IRG CHAPTER R308. RESIDENTIAL EQUIPMENT: COORDINATE INSTALLATION WITH MECHANICAL AND ELEGTRIGAL CONTRACTORS. VERIFY R.O. SIZES; POWER AND WATER REQUIREMENTS. SHOP DRAWINGS: SUBMIT SHOP DRAAIN65 TO THE ARCHITECT PRIOR TO FABRICATION. ALLOW 10 WORKING DAYS FOR REVIEW. IF THE FABRIGATOR'S SHOP DRANIN65 ARE THE 50LE DE516N, DIFFER IN DE516N, OR ADD TO THE DE516N OF THE 5TRUGTURAL DRAAIN65, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED PROFF-55IONAL ENGINEER, REGISTERED IN THE STATE OF WA5HIN6TON. SAID SEAL AND 516NATURE TO BE ON THE DRAHIN65 WHEN SUBMITTED FOR REVIEW. THE GENERAL CONTRACTOR SHALL REVIEW AND APPROVE SHOP DRAWINGS BEFORE 5UBM1 TAL TO THE ARCHITECT. SUBMIT THREE (5) SETS OR COPIES OF SHOP DRAAIN65. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ARCHITECT OR ENGINEER, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. SHOP DRAWING 5UBMITTAL5 PROCESSED BY THE ARCHITECT OR ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE ARCHITECT AND ENGINEER THE CONTRACTOR UNDER5TAND5 THE DE516N CONCEPT BY INDICATING WHICH MATERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAHIN5 SUBMITTALS ARE PROCESSED, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL. FIRE BLOCKING: PROVIDE FIRE BLOCKING IN ALL AALL5 AND CONGEALED SPACES PER INTERNATIONAL RESIDENTIAL CODE SECTION R302.11. ENERGY NOTES: BUILDING ENVELOPE REQUIREMENTS: CONFORM TO ALL REQUIREMENTS OF THE 2015 HA5HIN6TON STATE ENERGY CODE, RESIDENTIAL PROVISIONS. INSULATION: ALL INSULATING MATERIALS SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE. SUBSTANTIAL CONTACT OF THE INSULATION WITH THE SURFACE BEING INSULATED 15 REQUIRED. ALL INSULATION MATERIALS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS TO ACHIEVE PROPER DENSITIES, AND MAINTAIN UNIFORM R-VALUES. TO THE MAXIMUM EXTENT POSSIBLE, INSULATION SHALL EXTEND OVER THE FULL COMPONENT AREA TO THE INTENDED R-VALUE. INSULATION MATERIALS: ALL INSULATION MATERIALS INCLUDING FACINGS SUCH AS VAPOR BARRIERS OR BREATHER PAPERS INSTALLED WITHIN FLOOR/GEILING ASSEMBLIES, ROOF/GE I L I NG ASSEMBLIES, HALLS, GRAAL SPACES, OR ATTICS SHALL HAVE A FLAME SPREAD RATING OF LE55 THAN TWENTY-FIVE AND A SMOKE DENSITY NOT TO EXCEED FOUR HUNDRED FIFTY. CLEARANCES: INSULATION SHALL BE INSTALLED WITH CLEARANCES ACCORDING TO MANUFACTURER'S SPECIFICATIONS. INSULATION SHALL BE INSTALLED SO THAT REQUIRED VENTILATION 15 UNOBSTRUCTED. ALL INSULATION WITH ATTACHED FACIN65 SHALL. BE FACE -STAPLED. AGGE55 HATCHES 4 DOORS: AGGE55 DOORS FROM GONDITIONED SPACES TO UN- CONDITIONED SPACES HALL BE WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. AGGE55 SHALL BE PROVIDED TO ALL EQUIPMENT HHIGH PREVENTS DAMAGING OR COMPRESSING THE INSULATION. ROOF/GEILIN6 INSULATION: BAFFLING OF EAVE VENT OPENIN65 SHALL BE PROVIDED TO DEFLECT THE INGOMING AIR ABOVE THE SURFACE OF THE INSULATION. BAFFLES SHALL BE RIGID MATERIAL, RF-515TANT TO WIND -DRIVEN MOISTURE, AND SHALL MEET MINIMUM VENTILATION REQUIREMENTS. WALL INSULATION: ALL WALL INSULATION SHALL FILL THE ENTIRE CAVITY. EXTERIOR WALL CAVITIES ISOLATED DURING FRAMING SHALL BE FAGE-STAPLED TO AVOID COMPRESSION. FLOOR INSULATION: INSULATION SUPPORTS SHALL BE INSTALLED 50 SPACING 15 NO MORE THAN TWENTY-FOUR INCHES ON CENTER. EXTERIOR DOORS: FOR ALL DOORS AHIGH ARE LE55 THAN FIFTY PERCENT GLAZING, THE OPAQUE DOOR AREA SHALL HAVE A MAXIMUM AREA WEIGHTED AVERAGE U-VALUE NOT EXCEEDING .20. M015TURE CONTROL: VAPOR RETARDERS SHALL BE INSTALLED ON THE CONDITIONED 51DE OF INSULATION. FACED BATT INSULATION, WHERE USED AS A VAPOR RETARDERS, SHALL BE FACED STAPLED PER MANUFACTURER'S REQUIREMENT5. FLOORS 5EPARATIN6 INSTALLED AHIGH SHALL HAVE A ONE PERM DRY CUP RATING OR LE55. AALL5 SEPARATING CONDITIONED SPACE FROM UNCONDITIONED SPACE SHALL HAVE A VAPOR RETARDER INSTALLED. A GROUND COVER OF 6-MIL POLYETHYLENE OR APPROVED EQUAL SHALL BE LAID OVER THE GROUND. THE GROUND COVER SHALL BE OVERLAPPED TWELVE INCHES MINIMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION HALL. AIR LEAKAGE: EXTERIOR JOINTS AROUND DOOR AND WINDOW FRAMES, OPENINGS BETWEEN AALL5 AND FOUNDATIONS, BETWEEN AALL5 AND ROOF AND HALL PANELS; OPENINC75 AT PENETRATIONS OF UTILITY SERVICES THROUGH AALL5, FLOORS, AND ROOFS SHALL BE SEALED, CAULKED, GA5KETED, OR HEATHER -STRIPPED TO LIMIT AIR LEAKAGE. ALL EXTERIOR DOORS OR DOORS 5ERVIN6 A5 AGGE55 TO AN ENCLOSED UNHEATED AREA FROM A CONDITIONED SPACE SHALL BE WEATHER-5TRIPPED AROUND THE PERIMETER WHEN IN A CLOSED POSITION. RECESSED LIGHTING FIXTURES SHALL BE TYPE IG RATED, MANUFACTURED WITH NO PENETRATION BETWEEN THE INSIDE OF THE RECESSED FIXTURE AND THE CEILING CAVITY AND SEALED OR 6A5KETED TO PREVENT AIR LEAKAGE. REF HA5HINGTON STATE ENERGY CODE R402.4.1.1. SERVICE RATER HEATING: ALL PIPING INSTALLED SHALL BE THERMALLY INSULATED IN ACCORDANCE WITH AA5HIN&TON STATE ENERGY CODE R403.5.3. VENTILATION AND INDOOR AIR QUALITY NOTES MINIMUM VENTILATION CRITERIA: MINIMUM VENTILATION PERFORMANCE: PROVIDE SOURCE SPECIFIC AND INTEGRATED WHOLE HOUSE VENTILATION SYSTEMS DESIGNED AND INSTALLED PER THE IRG CHAPTER M1507.3. SOURCE SPECIFIC VENTILATION: SOURCE SPECIFIC EXHAUST VENTILATION SHALL BE INSTALLED IN THE KITCHEN, BATHROOMS, WATER CLOSET, LAUNDRY AND OTHER ROOMS iA!L.=Ot= r-Vrr-G:G: IAIATr-GJ \%%1 LJ%li/ rlc r%1%lvikil% %lT l%li.J IG: VLJ %1i71 Ir �T7 IIN UUMT'LIHIVU>= MI I tt IMLw CCU I IUN M17U I.�. THE WHOLE HOUSE VENTILATION SYSTEM SHALL SUPPLY OUTDOOR AIR TO ALL HABITABLE ROOMS THROUGH THE FORGED -AIR HVAG SYSTEM. CONTROLS: ALL VENTILATION SYSTEM CONTROLS SHALL BE READILY ACCESSIBLE. CONTROLS FOR THE WHOLE HOUSE VENTILATION SYSTEM SHALL BE CAPABLE OF OPERATING THE VENTILATION SYSTEM WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. SOURCE SPECIFIC VENTILATION SYSTEMS: SOURCE SPECIFIC VENTILATION SYSTEMS SHALL BE CONTROLLED BY MANUAL SNITCHES. INTERMITTENTLY OPERATED WHOLE HOUSE VENTILATION SYSTEM: THE INTERMITTENTLY OPERATED WHOLE HOUSE VENTILATION SYSTEM SHALL BE DESIGNED WITH THE CAPABILITY FOR CONTINUOUS OPERATION, MANUAL CONTROL, AND AUTOMATIC CONTROL. INTERMITTENTLY OPERATED WHOLE HOUSE VENTILATION CONTROL AND PROGRAM: THE MASTER BATH FAN SHALL BE THE WHOLE -HOUSE VENTILATION FAN H/ INTERMITTENT OPERATION PER AUTOMATIC TIMER 5AITGH. THE 24-HR CLOCK TIMER 5AITGH SHALL HAVE CAPABILITY FOR CONTINUOUS OPERATION, MANUAL, AND AUTOMATIC CONTROL. THE AUTOMATIC TIMER SNITCH SHALL BE PROGRAMMED TO RUN 80 MINS PER EACH 4-HR SEGMENT, WITH A RUN-TIME PERGENTAGE OF 53% PER IRG M1501.3.3. PER IRG M1501.3.3: VOLUME REQUIRED FOR CONTINUOUS OPERATION = 60 GFM PER TABLE M1501.3.3(2), VOLUME REQUIRED FOR 53% RUN-TIME PERGENTAGE = 150 GFM NOISE: WHOLE HOUSE FANS LOCATED FOUR FEET OR LE55 FROM THE INTERIOR GRILLE SHALL HAVE A SONE RATING OF 1.0 OR LESS MEASURED AT 0.1 WATER GAUGE. VENTILATION DUCTS: ALL DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. EXHAUST DUCTS SHALL BE EQUIPPED WITH BACK DRAFT DAMPERS. OUTDOOR AIR INLETS: INLETS SHALL BE SCREENED OR OTHERAI5E PROTECTED FROM ENTRY BY INSECTS, LEAVES, OR OTHER MATERIAL. OUTDOOR AIR INLETS SHALL BE LOCATED 50 AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS: GL05ER THAN 10 FEET FROM AN APPLIANCE VENT OUTLET (UNLESS SUCH OUTLET 15 3 FEET ABOVE THE OUTDOOR AIR INLET), WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES, OR FLAMMABLE VAPORS, A HAZARDOUS OR UNSANITARY LOCATION, A ROOM OR SPACE HAVING ANY FUEL -BURNING APPLIANCES THEREIN, CLOSER THAN 10 FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM (UNLESS THE VENT OPENING 15 AT LEAST 3 FEET ABOVE THE AIR INLET), ATTIC, GRAAL SPACES, OR 6ARA6E5. MINIMUM VENTILATION PERFORMANCE: SOURCE FANS SHALL HAVE MINIMUM FAN FLOW RATIN65 NOT LE55 THAN 110 GFM AT 0.25 INCHES WATER GAUGE. FOR BATHROOMS, LAUNDRIES OR SIMILAR ROOMS AND 110 GFM AT 0.25 INCHES WATER GAUGE FOR KITCHENS. THE WHOLE HOUSE EXHAUST FAN SHALL HAVE A FLOW RATING NOT LE55 THAN 100 GFM AT 0.25 INCHES WATER GAUGE. MANUFAGTURER'S FAN FLOW RATING5 SHALL BE DETERMINED AS PER HVI 416 OR AMGA 210. SOURCE SPECIFIC AND WHOLE HOUSE EXHAUST DUCTS: EXHAUST DUGT5 SHALL MEET ALL REQUIREMENTS NOTED ABOVE. TERMINAL ELEMENTS SHALL HAVE AT LEAST THE EQUIVALENT NET FREE AREA OF THE DUCTWORK. POLLUTANT SOURCE CONTROL: FORMALDEHYDE REDUCTION MEASURES: ALL STRUCTURAL PANEL COMPONENTS OF THE HOUSE SUCH AS SOFTWOOD PLYWOOD, PARTICLE BOARD, WAFER BOARD, AND ORIENTED STRAND BOARD SHALL BE IDENTIFIED AS "EXPOSURE I," "EXTERIOR," OR "HUD APPROVED. GRAAL SPACE VENTILATION: ALL GRAAL SPACES SHALL HAVE AGGE55 AND VENTILATION PER THE REQUIREMENTS OF THE IRO. NOTE: ARCHITECTURAL DIMEN51ON5 ARE TO FACE OF CONCRETE OR FACE OF FRAMING, TYPICAL, UNLESS NOTED OTHERWISE. PROJECT INFORMATION OWNER: GLENN AND BETH FARLEY 8722 MAIN STREET EDMONDS, AA5HINGTON a8020 ARCHITECT: FRANKLIN ARCHITECTURE 16016 INTERLAKE AVENUE NORTH SHORELINE, AASHINGTON �0133 BILL FRANKLIN 206.a I � 5830 STRUCTURAL ENGINEER: SOUND STRUCTURAL SOLUTIONS 24115 56TH AVENUE A MOUNTLAKE TERRACE, AA5HINGTON �5043 MITGHELL PEARCE, PE 425.778.1023 GENERAL CONTRACTOR: INFORM PREFAB, LLG 16016 INTERLAKE AVENUE N SHORELINE, AASHINGTON a8133 BILL FRANKLIN 206.1 f 1 1�5830 PROJECT ADDRE55: LEGAL DESCRIPTION ZONING: KING COUNTY APN 51TE AREA: BUILDING AREAS 8722 MAIN STREET EDMONDS, WASH I NGTON �5020 TOMMY PARK ADD 3 CORR PLAT BLK 000 D-00 - LOT 3 PLUS AN EQUAL AND UND I V I NT IN TRACT A. I 00510500000500 0.18 AG / 5,045 SF EXISTING HOUSE: PROPOSED TO BE DEMOLISHED: NET AREA AFTER DEMO: SHEET INDEX A001 COVER / INFORMATION SHEET A004 EXISTING SITE / DEMOLITION / TESC A005 SITE PLAN / SITE INFO AO10 A5-BUILT / REFERENCE FLOOR PLANS A101 FOUNDATION PLAN, FLOOR PLAN, ROOF PLAN A201 EXTERIOR ELEVATIONS A501 BUILDING SEGTION5 / WALL SECTIONS A302 BUILDING SECTIONS / WALL SECTIONS A501 ASSEMBLY SCHEDULES / WINDOW SCHEDULE / DOOR SCHEDULE A601 WINDOW INSTALLATION DETAILS A701 DETAILS A702 DETAILS 51.0 GENERAL STRUCTURAL NOTES 52.0 FRAMING DETAILS 52.1 FRAMING DETAILS 52.2 FOUNDATION DETAILS 53.0 FOUNDATION AND FLOOR FRAMING PLAN 54.1 5HEARWALL AND ROOF FRAMING PLAN ENERGY CODE COMPLIANCE: AINDOAS / 6LAZ N6: DOMESTIC WATER: l,c102 SF LIGHTING: 278 5F CIRCULATING HOT WATER: 1,624 SF HOT WATER PIPING INSULATION: LPROPOSED NEW FLOOR AREA PER THIS PERMIT: 411 SF TOTAL CONDITIONED AREA: CODE EDITIONS PER 2015 AASHINGTON STATE ENERGY GODE. AEIGHTED U-VALUE 0.50 MIN. SEE WINDOW SCHEDULE. N/A PER W.5.E.G. SECTION R404 N/A N/A 2,035 SF ENERGY CREDITS PER A.S.E.C. ''ADDITIONS LESS THAN 500 SF` GREDITS REQUIRED: 1.5 GREDIT(5): 1.0 200 INTERNATIONAL RE51DENTIAL CODE (ARCHITECTURAL) 2.1 AIR LEAKAGE - 5.0 AGH 05 200 INTERNATIONAL BUILDING CODE (STRUCTURAL) 2015 AASHINGTON STATE ENERGY CODE (RESIDENTIAL PROVISIONS) .............................................. THE■FOLLOWING DOCUMENTATION SHALL BE ■ ■ ■ ■ ■ ■ ■ 2020 NATIONAL ELECTRICAL GORE ; AVAILABLE ON SITE FOR THE BUILDING INSPECTOR: 2021 INTERNATIONAL FIRE CODE TOTAL CREDITS PROPOSED: 1.5 200 UNIFORM PLUMBING CODE ❑X COE APPROVED ARCHITECTURAL PLAN SET 2018 WASHINGTON STATE AMENDMENTS TO THE ABOVE CODES ; ❑X COE APPROVED STRUCTURAL PLAN SET ❑ COE REVIEWED CALCULATION PACKET ❑ ENERGY CREDIT WORKSHEET ALL WORK SUBJECT OBTAIN ELECTRICAL APPROVED ❑ SITE PLAN : TO FIELD PERMIT FROM PLANS MUST BE LAND USE CODE E]CIVIL PLAN INSPECTION FOR STATE LABOR & ON JOB SITE CODE COMPLIANCE INDUSTRIES ❑ ; El CODE NOTES: 5ETBAGK5 PER EDMOND5 DEVELOPMENT CODE 16.20.030: ; CITY OF EDMONDS BUILDING DEPARTMENT 2021 """""""""""""""""""""" I. A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE COMPLYING AITH THE A5EC 15 FRONT YARD: 2.5' REAR Y/4R5: 15' 5155 1'ARD: 7.5' MAXIMUM BUILDING HEIGHT PER EDMON275 DEVEL FROM A VERAGE EXISTING GRADE: TO TOP OF PITCHED ROOF 2.5' OPTION: DESCRIPTION FUEL SYSTEM TYPE #2 City Of Edmonds OF Building Department 2. ---------------- ------ ----------- 1 kGODE 16.20.030- ADDITION AND DECK PEi ------------------------------------------------------------------------GO --------------------- ----------------------- Address 8722 MAIN ST ------------------------------------------------3. ,------------------------------------------------------------ Owner PARLEY ---------------------------------------------------------------- PRI -------------------------------------------------------------, Approved Date ; 7/02/2024 Building Official OfKCL[c 5 Permit Number BLD2024-0359 AN. MOTE: ALL MECHANICAL WORK AND ELECTRICAL BY G.C. OR A550GIATED SUBCONTRACTORS, TYP. UIRED TO BE COMPLETED BY THE CONTRACTOR AND PERMANENTLY P05TED WITHIN 3' HE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. UILDING AIR LEAKAGE TESTING, DEMONSTRATING THE SPECIFIC LEAKAGE AREA 15 NOT EEDING REQUIRED AIR CHANGES PER HOUR 15 REQUIRED PRIOR TO FINAL INSPECTION, ASEG. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY PLIANGE CERTIFICATE. AGH DWELLING UNIT 15 REQUIRED TO BE PROVIDED WITH AT LEAST ONE GRAMMABLE THERM05TAT FOR THE REGULATION OF TEMPERATURE, PER A.5.E.C. TION R403.1.1. /A MINIMUM OF 15% OF ALL INTERIOR LUMINAIRES SHALL BE HIGH-EFFIGAGY LUMINAIRES, ALL EXTERIOR LIGHTING SHALL BE HIGH-EFFIGAGY LUMINAIRES, PER A5EG R404.1. EFER TO W.5.E.G. R406 FOR ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS. # 7796 CHITE STATE OF W HINGTON William Franklin COPYRIGHT © 2024 FRANKLIN I architecture ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS, DESIGNS, AND OTHER INTELLECTUAL PROPERTY INCORPORATED HEREIN, IS THE PROPERTY OF FRANKLIN I ARCHITECTURE, AND MAY NOT BE COPIED OR REUSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN CONSENT OF FRANKLIN I ARCHITECTURE. L 1 U 1 N +J U cts r� O 0 U z Cj, a) 2 O U � � U caozz Q M, 1 CD 0CD PROJECT NUMBER: 230501 PROJECT MANAGER: BF DRAWN BY: PLOT DATE: 06114124 3:47pm DATE: 03/14/24 Permit Submittal 1 06/13/23 Plan Review Resubmit REVISIONS: 0 � N U co (D 1 N 0 . _ U) Cn 0 .� FZ � � (Z U) 1 E 0 i3ON 00 W E 0 1 L E 1 W 1 COVER SHEET 1 PROJECT RESUB 1 INFORMATION ,Jun 17 20241 CITY OF EDMONDS DEVELOPMENT SERVICES' DEPARTMENT C1 # 7796 CHITE STATE OF W HINGTON ' r I T I - I I I I I I I I I I I I I I I I I I I I I I I EXISTING I I I GARAGE I I I I I I I I TO REMAIN I I I I I I I I ---------------------------------------------------------------- I I I r' I i I DEMOLISH EXISTING BAY I IIL I n----- _4--_—_—_—_—_ II i EXISTING EXISTING KITCHEN LIVING LINE OF FLOOR ,�� ' I TO REMAIN TO REMAIN I I U_ _ ABOVE, TYP. I DEMOLI5H II EXISTING I ; 5UNROOM II I I DEMOLISH I EXISTING II I ; PANTRY — GRAWLSPAGE AGGE55 I i; i ON UP ---------li—� I I I ;iii �� li i I II IIII � I fiL --4-- O z LINEN I HW ° z UP I / O I EXISTING DN EX615TI PLAN SYMBOL LEGEND UTILITY / MECH EXISTING TO REM BATH EXI5TING TO REMAIN EXISTING TO REMAIN BEDROOM Oo REMAIN° 0 0 O • � TO REMAIN EXISTING WALL TO REMAIN I I PROPOSED NEW WALL UP SD NEW DETECTORS PER CODE (\5D) — SD WALL A55EMBLY TYPE - SEE 5HEET A50I (G� EXI5TING I FAMILY NEW DETECTOR5 5D j ......... AGOU5TIC 6LAS5-FIBER BATT INSULATION TO REMAIN PER CODE, TYP. WHERE I NO I GATED. �� _ — — —�_______ ------ I Q EXHAUST FAN - 110 GFM OT-5ERIE5 ULTRA EXI5TIN67 I I II II II i EXI5TING LINEN EXI5TING QUIET, U.N.O. VENT TO EXTERIOR. BEDROOMI�_��� BEDROOM BEDROOM �SD) 5MOKE DETECTOR - HARDWIRE POWER TO REMAIN I I I I TO REMAIN TO REMAIN I WITH BATTERY BACKUP. CONNECT 50 AND i I DEMOLISH I GO DEVICES PER I.R.G. R 314 AND R515.I I ; EXISTING I I GO COMBINATION SMOKE DETECTOR / GARBON I I OFFICE I I MONOXIDE DETECTOR - HARDWIRE POWER W/ BATTERY BACKUP. CONNECT SO AND I L — JL�� GO DEVICES PER I.R.G. R314 AND R515.I. L — FROST -FREE H05E BIBS I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — — — — J EXISTING LOWER FLOOR PLAN SCALE: 1 /4" = 1 Loll A,& NORTH EXISTING MAIN FLOOR PLAN SCALE: 1/4'' = 11-0II A,& NORTH William Franklin COPYRIGHT © 2024 FRANKLIN I architecture ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS, DESIGNS, AND OTHER INTELLECTUAL PROPERTY INCORPORATED HEREIN, IS THE PROPERTY OF FRANKLIN I ARCHITECTURE, AND MAY NOT BE COPIED OR REUSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN CONSENT OF FRANKLIN I ARCHITECTURE. M M o O U Z rn CD Qi O U � � U >O Qz Q M 00 LLI) C � O O O O CO O PROJECT NUMBER: 230501 PROJECT MANAGER: BF DRAWN BY: PLOT DATE: 06114124 4:04 pm DATE: 03/14/24 Permit Submittal 06/13/23 Plan Review Resubmit 1:01-0910f. 0 1 Q� � N U 000 U � 0) I � Q� a) p . _ .V *� U) C)) 1 Cn 0 1 � .� (Z U 1 fr E 2 0 >� >I 0 N Q� CV � 000 C�E 0 1 ILL E 1 W I EXISTING / AS -BUILT 1 REFERENCE RESUB 1 FLOOR PLANS Jun 17 20241 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I A010 i A EX15T'G HOUSE TO REMAIN A5-15, U.N.O. I I 4'-O" 1 r--------- 1 I II-------------—J-------- I EDGE OF EXT WALL ABOVE, TYP. II II II I - EDGE BEAM, TYP. I II EX15T'6 SIDE 5EWER LINE I F - - - 777 PECOW155IONED AND NO LONGER IN U5E PER PERMIT# BL02024-0bgl - L--- ! J I BEAM SEAT BRACKET INTEGRAL W/ STEEL BA5EPLATE, TYP. I REF 5HEET A701 II � 12" DIA. GONG PIER, TYP (3) F- I I L_ loll F- L_ FOUNDATION PLAN 1 /4'' = V-011 O N 0 co 9 Iq A702 - 1'-011 O EX15T'6 HOUSE TO 15'-6" REMAIN A5-15, U.N.O. 13'-O" I r- — — — — — — — — — — — — — — — — — — — — — — — T I - I I I I I I I I I I I EX15T'6 EXTERIOR GARDENING WORKTOP AND STORAGE SHELVING TO REMAIN I I I I I I I I I I I I I I I I I I I I I I 1 - I �- m -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -li I I IOTA) 82 5.6.0. 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ACOUSTIC GLASS -FIBER BATT INSULATION WHERE INDICATED. Q EXHAUST FAN - 110 GFM, OT-5ERIE5 ULTRA QUIET, U.N.O. VENT TO EXTERIOR. (sD) SMOKE DETECTOR - HARDWIRE POWER WITH BATTERY BACKUP. GONNEGT 5D AND GO DEVIGE5 PER I.R.G. R 314 AND R315.1 GO COMBINATION SMOKE DETECTOR / CARBON MONOXIDE DETECTOR - HARDWIRE POWER W/ BATTERY BACKUP. CONNEGT 50 AND GO DEVIGE5 PER I.R.G. R314 AND R315.1. FR05T-FREE H05E BIBB LINE OF EX15T'G ROOF EDGE BELOW NEW TORGH-DOWN MODIFIED BITUMEN ROOFING WITH MINERAL GAP 5HEET TRAN51TION NEW ROOF TO EXIST'& ROOFING GONT. GUTTER EXIST'G TORCH -DOWN W/ D.S. I SLOPE MODIFIED BITUMEN TO ROOFING AT EXI5T'6 ROOF SPLASH I 25 : 12 BLOCK BELOW - EXISTING ROOF SAVE ABOVE ----------------------- I I I I I LINE OF EX15T'67 EXTERIOR WALL ABOVE OPEN TO BELOW NEW POLYGARBONATE ROOF PANELS OVER DECK BELOW DS COW. LINE OF EXT WALL 1 GUTTER BELOW NEW TORGH-DOWN 5PLA5H L R-I MODIFIED BITUMEN BLOCK I SLOPE ROOFING WITH MINERAL BELOW 25 : 12 GAP SHEET I I I IL ROOF PLAN SCALE: 1/41' = 11-011 #7796 HITE STATE OF W HIN TON William Franklin COPYRIGHT © 2024 FRANKLIN I architecture ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS, DESIGNS, AND OTHER INTELLECTUAL PROPERTY INCORPORATED HEREIN, IS THE PROPERTY OF FRANKLIN ARCHITECTURE, AND MAY NOT BE COPIED OR REUSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN CONSENT OF FRANKLIN I ARCHITECTURE. �c co o � o O U � � U ct53:c �6CLso� o rn o 6 o CO PROJECT NUMBER: 230501 PROJECT MANAGER: BF DRAWN BY: PLOT DATE: 06114124 5.22 pm DATE: 03/14/24 1 Permit Submittal 06/13/23 1 Plan Review Resubmit REVISIONS: O Q� � N 0 U ()C) U o W � � 0 U) ♦♦^^ >O I N .. L U. W FOUNDATION PLAN FLOOR PLAN ROOF PLAN RESUB 1 Jun 17 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al 01 NORTH ELEVATION EXTERIOR MATERIAL LEGEND ® 5" EXPOSURE FIBER CEMENT BEVEL SIDING © 6" EXPOSURE FIBER CEMENT BEVEL SIDING © F I BER-DEMENT PANEL SIDING �17 3" X 3" WATERTABLE TRIM ANODIZED ALUMINUM CORNER FIN TRIM BY FRY-REGLET ANODIZED ALUMINUM CORNER FIBER CEMENT PANEL TRIM BY FRY-REGLET ANODIZED ALUMINUM HORIZONTAL REVEAL FIBER -DEMENT PANEL TRIM BY FRY REGLET WINDOW - WOOD W/ ALUM EXT CLADDING SKYL I6HT SCALE: 1 /4'' = 1'-0" NEW ALUMINUM GUARDRAIL 5Y5TEM AT STAIR A/ GAP RAIL ® +56" A.F.F. AND INT GABLE RAILINGS 4" O.G. PER IRG WEST ELEVATION POLYCARBONATE ROOF EXI5TIN67 HOU5E BEYOND, TYP. 5Y5TEM OVER DECK L•-_J L•-_- J L•- 1 I I I I I I I r• � J u u u u u u u .-1 r-.-1 A A <u> O EBB A O �> E$l NEA ALUMINUM GUARDRAIL 5Y5TEM AT 5TAIR BEYOND W/ GAP RAIL +36" A.F.F. AND INT GABLE RAILIN65 ® 4" O.G. PER IRG ff� J. /V A> �OA rLA rl_l-1 LJ L___J SOUTH FAMILY RM ELEVATION SCALE: 1/4" = 1'-0" ALLOWABLE MAXIMUM HEIGHT 417.5' HIGHEST POINT / RIDGE HEIGHT AT EXI5TING ROOF 412.25' rl—l-1 rL — — — — — — — — — — — — — — — — - A L J L________________71 — — — — — — — — — — — — — — — — — — — — NORTH OFFICE ELEVATION SCALE: 1/4"=1'-0" SCALE: 1 /4" = 1'-0" SOUTH ELEVATION AVERAGE GRADE 342.5' SCALE: 1 /4" = 1'-0" # 7796 CHITE STATE OF W HINGTON ' William Franklin COPYRIGHT © 2024 FRANKLIN I architecture ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS, DESIGNS, AND OTHER INTELLECTUAL PROPERTY INCORPORATED HEREIN, IS THE PROPERTY OF FRANKLIN I ARCHITECTURE, AND MAY NOT BE COPIED OR REUSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN CONSENT OF FRANKLIN I ARCHITECTURE. PROJECT NUMBER: 230501 PROJECT MANAGER: BF DRAWN BY: PLOT DATE: 03114124 8.32am DATE: 03/14/24 Permit Submittal 06/13/23 Plan Review Resubmit REVISIONS: Q� U U o � o � 70 U +, C) O --" C: -(Z "D GE E G >I 0O N L N L 2:11 -E Co `v ILL cz EXTERIOR ELEVATIONS O N O 00 O o I 0 U O E a I W RESUB Jun 17 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2 01 4x8 DOUG-FIR ROOF BEAM W/ 1-5/4" BOTTOM COPE OVER STEEL BEAM A5 5HOWN CONT. 5TEEL ED6E BEAM JT STEEL COLUMN A55EMBLY PT bx12 EDGE BEAM T.O. ROOF BEAMS 5UBFLOOR BEAM OUTRIGGER 5ADDLE BRACKET T.O.— GROUT BENEATH BA5EPLATE 12" PIA GONG PIER, TYP 14'-6" I I'-0" TRANSVERSE SECTION THROUGH FAMILY ROOM /WALL SECTION T.O. PARAPET 404.5' ...... ...... ...... AVERAGE GRADE 3a2.5' SCALE: 3/4'' = V-0" # 7796 D I CMTE • I STATE OF W HINGTON William Franklin COPYRIGHT © 2024 FRANKLIN I architecture ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS, DESIGNS, AND OTHER INTELLECTUAL PROPERTY INCORPORATED HEREIN, IS THE PROPERTY OF FRANKLIN I ARCHITECTURE, AND MAY NOT BE COPIED OR REUSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN CONSENT OF FRANKLIN I ARCHITECTURE, L I U I N +J U c2 o O O0 U Z rn O a �O U (D U - >� O Q 00 � iz M Co p O Co PROJECT NUMBER: 2305501 PROJECT MANAGER: BF DRAWN BY: PLOT DATE: 06114124 5.36pm DATE: 03/14/24 Permit Submittal 06/13/23 Plan Review Resubmit REVISIONS: 0 � CV U Co \ (D (D 0 71 .V }' . _ U) Cn 0 .C: FZ ct U) E >� 0 N 0 2!% 000 C� 0 ILL E w BUILDING SECTIONS RESU61 Jun 17 2024 CITY OF EDMONDS WALL SECTIO�OEpARTMENRVICES I V I 4x5 DOUG-FIR ROOF BEAM W/ 1-3/4" BOTTOM COPE OVER STEEL BEAM A5 5HOWN CONT. STEEL EDGE BEAM N T- STEEL COLUMN A55EMBLY 5-1/2 x 12 PT ISLB EDGE BEAM T.O. ROOF BEAMS 5UBFLOOR 3g5.5' BEAM OUTRIGGER 5AD12LE BRACKET T.O.— GROUT BENEATH BA5EPLATE 10" FOUNDATION WALL 14'-6" I I'-0" TRANSVERSE SECTION THROUGH OFFICE /WALL SECTION T.O. PARAPET 404.5' ...... ...... ...... AVERAGE GRADE 3g2.5' SCALE: 3/4'' = 11-011 #7796 HITS STATE OF W HINGTON William Franklin COPYRIGHT © 2024 FRANKLIN I architecture ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS, DESIGNS, AND OTHER INTELLECTUAL PROPERTY INCORPORATED HEREIN, IS THE PROPERTY OF FRANKLIN I ARCHITECTURE, AND MAY NOT BE COPIED OR REUSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN CONSENT OF FRANKLIN I ARCHITECTURE. W L 4— U N c- U L M !2 Q O 00 U Z rn Qj N � O U c (1) U U -'Z (Z O Q M > Cn � >� o C CO N C7 O O (.C) CO CD Co N PROJECT NUMBER: 230501 PROJECT MANAGER: BF DRAWN BY: PLOT DATE: 06114124 5.41 pm DATE: 03/14/24 Permit Submittal 06/13/23 Plan Review Resubmit REVISIONS: O Q� � N 0 U U rn W a) 0 U +, C) 0) O C: W � .� FZ FZ U) E 2 O >� i �ON N W .. L 2!%Co C� O ILL cz E � -a W BUILDING SECTIONS RESUB Jun 17 2024 CITY OF EDMONDS WALL SECTIOI' &EPARTMENRVICESI i A302 WALL ASSEMBLY SCHEDULE FIRE RESISTANCE TYPE DIAGRAM DESCRIPTION RATING 5OURCE W 1 INTERIOR 2x4 N/A 1/2" TYPE 'X' GWB* 2x4 WOOD STUDS AT 16" O.G. 1/2" TYPE 'X' 6WB* W2 INTERIOR 2x6 N/A 1/2" TYPE 'X' GWB* h N 2x6 WOOD STUDS AT 16" O.G. 1/2" TYPE 'X' GWB* W3 TYPIGAL EXTERIOR WALL N/A 1/2 x 4 (5" EXPOSURE) CLEAR GEDAR BEVEL SIDINS OR FIBER -DEMENT BEVEL 510IN5 TO MATCH EX15TINO (REFERENGE EXTERIOR ELEVATIONS FOR LOC'5) (USE ONLY 55 51DIN(5 NAILS OR 55 FASTENERS PER MANUF. REO'MT5 FOR EITHER 51DIN6 MATERIAL) Ix2 GEDAR OR P.T. VERT FURRING STRIPS @ 16" O.G. MAX. (OR OTHER MEANS OF VENTED DRAINAGE GAVITY PER CODE) 60-MIN GRADE 'D' BUILDING PAPER PLYWOOD SHEATHING PER 5TRUGTURAL 2x6 WOOD STUDS @ 16" O.G. MAX. R-21 5LA55-FIBER BATT INSULATION VAPOR RETARDER 1/2" TYPE 'X' 5WB WALL A55EMBLY NOTES: *1. PROVIDE WATER-RE515TANT "5REEN" TYPE 'X' GWB AT ROOMS OR SPAGE5 WITH EXPOSURE TO HUMIDITY, INCLUDING ALL BATHROOMS. 2. AT TILED AREAS, PROVIDE GYPSUM TILE -BACKER BOARD IN LIEU OF GWB TO SUIT SPEGIFIG TILE APPLICATION. 5. ALL TILED WALLS AND FLOORS TO UTILIZE MATERIALS AND APPLICATION PROCEDURES PER THE WRITTEN RECOMMEDATION5 OF THE CURRENT TGA MANUAL. 4. PROVIDE AGOU5TIG 6LA55-FIBER BATT INSULATION WHERE INDICATED ON PLAN. ROOF ASSEMBLY SCHEDULE TYPE DIAGRAM DESCRIPTION FIRE RESISTANCE RATING 5OURCE R 1 SLOPED ROOF - GLASS 'A' N/A N/A TORCH -DOWN MODIFIED BITUMEN ROOFIN5 SYSTEM 5YPSUM PROTEGTION BOARD R-53 MIN TAPERED POLY150 RIGID INSULATION 5/4" GDX PLYWOOD 5TRUGTURAL PANEL GEILINS (5W5 / T$6 WOOD) 4x8 ROOF BEAMS AT 4'-0" O.G., TYP. WINDOW SCHEDULE MARK R.O. 51ZE (W x H) OPERATION AREA (5F) U-VALUE QUANTITY 5UBTOTAL AREA (5F) TOTAL U-A NFRG CERTIFIED MATERIAL FIN15H REMARK5 A 3'-5" x 3'-5" AWNING .50 YES, WOOD N ALUM GLAD B 3'-5 1/2" x 3'-5" AWNING .50 111E5 WOOD W/ ALUM GLAD C 4'-0" x 3'-8" AWNING .50 YES, WOOD W/ ALUM GLAD IOIA 8'-O" x 6'-8" SLIDING DOOR .50 YE5 WOOD W/ ALUM GLAD IOIB 5'-0" x 6-8" 5LIDING DOOR .50 YE5 WOOD W/ ALUM GLAD 102A 8'-O" x 6'-8" SLIDING DOOR .50 YES, WOOD W/ ALUM GLAD SUBTOTALS: WEIGHTED U-VALUE AVERAGE: 0.30 REQUIRED PER CODE: 0.30 MAX., THEREFORE COMPLIES EXTERIOR OPAQUE DOOR 50HEDULE WINDOW 5GHEDULE NOTE5: SPEC I F I ED W I NDOW5 ARE ANDER5EN E-5ER1 E5, NA I L-FLANGE. ANDER5EN 15 AAMA-CERTIFIED AND AN NFRG MEMBER. ALL R.O. SIZES TO BE FIELD -VERIFIED PRIOR TO ORDERING. PROVIDE TEMPERED GLASS WHERE SAFETY GLASS 15 REQUIRED PER I.R.G. SECTION R30S.4. X< X� <�X�> GROUPED WINDOW SYMBOLS, WHERE OCCUR, INDICATE TO GANG TOGETHER WITH FACTORY -MULL DOOR SCHEDULE N0. ROOM LOCATION W HT THK TYPE HDWR DOOR FRAME RATING REMARK5 MAT'L FIN MAT'L FIN. O I A FAMILY ROOM a 1-011 61-5 11 V I NYL WHITE VINYL WHITE 5LIDIN6 GLA55 DOOR (REF WINDOW 5GHEDULE) 1015 FAMILY ROOM 8'-011 61-8" V I NYL WHITE VINYL WHITE 5LIDING GLA55 DOOR (REF WINDOW 5GHEDULE) 102A OFF I CE a 1-011 61=811 VINYL WHITE VINYL WHITE 5LIDING 5LA55 DOOR (REF WINDOW 5GHEDULE) (,,,,A#7796 HITE STATE OF W HIN TON William Franklin COPYRIGHT © 2024 FRANKLIN I architecture ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS, DESIGNS, AND OTHER INTELLECTUAL PROPERTY INCORPORATED HEREIN, IS THE PROPERTY OF FRANKLIN I ARCHITECTURE, AND MAY NOT BE COPIED OR REUSED, IN WHOLE OR IN PART, WITHOUT THE NOT WRITTEN CONSENT OF FRANKLIN I ARCHITECTURE. �c "2 o O 00 U z 0) O U � U T o zz ct5 � c 00 o rn 0 0 0 co o PROJECT NUMBER: 230501 PROJECT MANAGER: BF DRAWN BY: PLOT DATE: 06114124 5.46 pm DATE: 03/14/24 Permit Submittal 06/13/23 Plan Review Resubmit REVISIONS: O Q� � N O U 00 a)U a) o U +, U) 0) O C: 4)�mw .� FZ GE E G >O I 0 N W .. 00 C15 E O L E w 1 ASSEMBLY 1 SCHEDULES 1 RESUB 1 WINDOW SCHEtP 17 20241 CITY OF EDMONDS DOORS C H E D DEVE DEPARTMENRVICES 1. ALL NA I L-FLANGE AI NDOAS TO BE INSTALLED PER THE CURRENT AAMA IN5TALLTION GUIDELINES. 2. OUT AND FOLD SELF ADHERED MEMBRANE INTO FRAME OPENING; LEAVE BOTTOM EDGES ON SILL $ JAMB FLASHING UNATTACHED 3. SEAL WINDOW FRAME TO OPENING. APPLY CONT. BEAD OF SEALANT WITHIN 1/2" OF EDGE OF OPENING OR APPLY CONT. SEALANT ON BACK5IDE OF AI NDOA FLAN6E5 @ HEAD, JAMB, AND SILL; THEN INSTALL FRAME TO OPENING. 4. CHECK AI NDOA F I N5 FOR DAMAGE. REPAIR DAMAGED FINS AND IDENTIFY AI NDOW FOR LATER SILL TRACK TEST. 5. FASTENERS TO BE 55 SGREA5, HD GALVANIZED ROOFING NAILS, OR EQUAL TO SUIT APPLICATION. MINIMUM PENETRATION OF FRAMING TO BE I" 6. AHEN INSTALLING A A I NDOA: NAIL BOTTOM CORNER FIRST. SET A I NDOA STRAIGHT, PLUMB 4 LEVEL BEFORE SECURING. PROVIDE CONTINUOUS SUPPORT OR SHIMS UNDER FRAME OF SILL IF REGU I RED BY MFR. FASTEN THROUGH 51 DE FLAN6E5. DO NOT FASTEN THROUGH HEAD UNLESS PERMITED BY WINDOW MFR. 'I. INSTALL BUILDING PAPER APPLIED WEATHERBOARD FASHION STARTING FROM BOTTOM TO TOP OF WALL. ELA5TOMETRIG SEALANT PLACE EXTRA SEALANT @ MITER CORNERS OF WINDOW FRAME (BACKSIDE) — 1\ 16" MAX 3" MIN CLEARANCE TO CORNER TYP --/ a. wirDOw irsTnu.Ana+ INSTALL FASTENERS 1/2" ABOVE TOP OF WINDOW FINS, BEND NAIL OVER FLANGE FLAT MIN 3 FASTENERS PER SIDE. 1 AAL SHE) FLUB OFF 3" Mil ±12" (3" RIDER THAN JAMB FLASH. PAPER) OFFSET SHEATHING JO I NT5 FROM JAMB EDGE BOTTOM EDGE UNATTACHED i. sou. FLASHIr6 INSTALL SELF ADHESIVE FLEXIBLE HEAD FLASHING OVER NAIL -ON HEAD FLANGE OF WINDOW FRAME $ OVER TOPS OF JAMB FLA5H I NG SEAL BOTTOM EDGE OF FLASHING TO HEAD SEE HEAD FLASHING DETAIL, STEP 5A --\ 4 MIN NAIL -FLANGE WINDOW INSTALLATION DETAILS 12" MIN J / INSTALL METAL HEAD FLASHING OVER SELF ADHE51 VE FLEXIBLE HEAD FLASHING. PLACE SEALANT UNDER METAL HEAD FLASHING; VERIFY EXTENT OF METAL HEAD FLASHING 5. HEAD PLPSFIIN6 5L I GHT SLOPE 2. CORNER FLASHING 5A HEAD FLA5FNN6 DETAIL WHEN INCORPORATED N PROJECT, INSTALL SILL PAN OVER CORNER AND SILL f FLASHING CORNER FLASHING PAPER @ BOTH SIDES OF OPENING. LAP OVER TOP OF SILL FLA5H I NG. LEAVE BOTTOM EDGE UNATTACHED ?111 1d111 8. JAM FLA.SHINS INSTALL BUILDING PAPER OVER METAL HEAD FLASHING AND OVER TOP OF SELF ADHESIVE FLEXIBLE HEAD FLASHING AND WINDOW FRAME DEPTH OF ADA/ ;)R FRAME + 1 /6" THIRD COURSE OF BUILDING PAPER - SECOND COURSE OF BUILDING PAPER ' ✓-'' / I F I RST COURSE OF BU I LD I NG PAPER - b. BUILDING PAPERAd'PLIGATION JAMB FLASHING PAPER AT BOTH SIDES OF OPENING. LAP OVER SILL PAN FLAN6E5 4 CORNER FLASHING. LEAVE BOTTOM EDGE UNATTACHED 6" MIN VERTICAL LAPS OF BUILDING PAPER 4" MIN HORIZ LAPS, 6" RECOMMENDED SLIP BOTTOM OF SILL $ JAMB FLASHING PAPER OVER BUILDING PAPER @ BOTTOM OF WINDOW SILL COORDINATE BOTTOM EDGE OF BUILDING PAPER AITH EXTERIOR HALL BASE DETAIL NOTE: KEEP FASTENER FOR TRIM 51 D I N(5 AAAY FROM AI NDOA FIN, ESPECIALLY NEAR CORNERS. NAILS AH I GH PENETRATE THE FIN CAN D 15TORT THE FRAME'S CORNER JO I NT SEAL. SCALE: 1 /4" = 1-011 #7796 HITE STATE OF W HIN TON William Franklin COPYRIGHT © 2024 FRANKLIN I architecture ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS, DESIGNS, AND OTHER INTELLECTUAL PROPERTY INCORPORATED HEREIN, IS THE PROPERTY OF FRANKLIN I ARCHITECTURE, AND MAY NOT BE COPIED OR REUSED, IN WHOLE OR IN PART, WITHOUT THE NOT WRITTEN CONSENT OF FRANKLIN I ARCHITECTURE. =Co � o oo o z a, O U � U U � Ccct5�� CL'o)� C � �U)o� PROJECT NUMBER: 230501 PROJECT MANAGER: BF DRAWN BY: PLOT DATE: 06114124 5.50 pm DATE: 03/14/24 Permit Submittal 06/13/23 1 Plan Review Resubmit REVISIONS: O Q� � N U 000 U O �rn o U +, U) 0) O .CIZ- U) E 2 >� >O I 0 N .. L !% 00 0 O U. E 70 W WINDOW RESU61 INSTALLATION Jun 17 20241 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A601 FACE OF FRAMING ABOVE FACE OF FRAMING ABOVE I; I EDGE BEAM i I i EDGE BEAM --- EDGE BEAM ----- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O O O O O O A O O O O O o 12" DIA GONG PIER I 12" DIA GONG PIER I 12" DIA CONC PIER I I I I I I I I I I I I I 2 3 CONCRETE PIER /FOUNDATION AND STEEL FRAME BASE PLATE PLAN Q I -oil I i I I I — EDGE BEAM PER 5TRUGT, I TYP I I �— i o i ________- 1 I -------- 0 1 O I GNT'R5'K WHERE REO'D, TYP STEEL POST ASSEMBLY, TYP 5/5" GALY THREADED - ROD A.B., TYP 'n GRID 2 1/2" STEEL PLATE, TYP GONG PIER / FOUNDATION, TYP STEEL P05T ASSEMBLY, TYP ---------� / 1 EDGE BEAM I 4" 1/2" STEEL 1 1 PER 5TRUGT, j PLATE TYP X. TYP I I I I I I I I J BOLT, TYP 1I 4t yj 1/4" FILLET- 1 _ WELD, TYP I I �—J cV I 1 cV L 511 L(l 1 50L I D GROUT, 2 I/4" 11 1'-101/4" 1 TYP I I I I I I I PIER / 1 1 FOUNDATION, TYP I I I I I I BASE PLATE at GRID 2 (SIM GRID 1) SCALE: 3" — 1'-011 I I 1► EDGE BEAM AT DECK PER 5TRUGT, TYP I I-011 N J 11 I 1 1-------- I I J I I I I I I I I I I I 1► EDGE BEAM 1 1 PER 5TRUGT, TYP GNT'RS'K WHERE REO'D, TYP STEEL POST ASSEMBLY, TYP 5/5" GALY THREADED- - ROD A.B., TYP GRID 5 1/2" STEEL PLATE, TYP GONG PIER / FOUNDATION, TYP STEEL POST ASSEMBLY, TYP ---------� / 1 EDGE BEAM I 4" 1/2" STEEL 1 1 PER 5TRUGT, j PLATE TYP X. TYP I I I I I I 1 _ — 5/8" 55 I J BOLT, TYP 4t 1/4" FILLET- 1 _ WELD, TYP I 0 _ 1 I I L 511 L(1 1 50L I D GROUT, 2 I/4" 1 1 1'-101/4" TYP I I I I I I I PIER / FOUNDATION, TYP I I I I I I BASE PLATE at GRID 3 SCALE: 3" = 1'-0" I I I I I I I I I I I I I I I I I I I I I I I 1 F I I I r I I I I I 1► EDGE BEAM I AT DECK PER 5TRUGT, TYP GNT'R5'K WHERE REO'D, TYP ---------� EDGE BEAM PER 5TRUGT X. TYP I I I I _ 1 — 5/8" 55 I BOLT, TYP I � I � I — 1/4" FILI WELD, 1 I 1 - I —J � L BASE PLATE at GRID 4 FACE OF FRAMING ABO1/E •------71 � ------------------------------------------- -------------------------------------------- j I - I ---� -- EDGE BEAM -- �— ------ ----------------------------------------- 5/6" ALL -THREAD A.B., TYP. ...... — — 0 ; STEP FOUNDATION 1 0 O O O O O O 1'-411 I STEEL POST ASSEMBLY, TYP 1/2" STEEL PLATE, TYP 1/2111 _ I I I _ I I I I PIER / FOUNDATION, I TYP I I I SCALE: 3" = 1'-0" Job # s2312030 TESL/ WAs � n rn 201 0373 STEK T5 \��' tip` ass "ONAL �v ti° REVIEWED ACCORDING TO THE DOCUMENTS STATED HERE: - S< -----T I I I I I 11 I I I I I I I I I I I I I I GNT'R5'K WHERE REO'D, TYP ---------� EDGE BEAM PER 5TRUGT X. TYP I I I I 1 - 1 5/8" 55 I BOLT, TYP I � 4t I — 1/4" FILI WELD, 1 I 1 - I —J � L BASE PLATE at GRID 5 SCALE: 3/4" = 1'-0" TYP STEEL P05T ASSEMBLY, TYP 1/2" STEEL PLATE, TYP 1/2111 _ I I I _ I I I I PIER / FOUNDATION, I TYP I I I SCALE: 3" = 1'-0" i #7796 HITE STATE OF W HIN TON William Franklin COPYRIGHT © 2024 FRANKLIN I architecture ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS, DESIGNS, AND OTHER INTELLECTUAL PROPERTY INCORPORATED HEREIN, IS THE PROPERTY OF FRANKLIN I ARCHITECTURE, AND MAY NOT BE COPIED OR REUSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN CONSENT OF FRANKLIN I ARCHITECTURE. N L 1 4- 0 N U L L (o O 0 Z tT N N O U Q) U � � CO CD Q c15 � .0 So Y �LO = (0 CO T cn N I PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: PLOT DATE: 230501 BF 0611ZI24 10:15 am I DATE: 03/14/23 Permit Submittal 06/13/23 Plan Review Resubmit REVISIONS: O Q� � U N 0 U a) rn W a) 0 U +, U) 0) ♦♦^^ V, .0 FZ 2 O >� O N v/ i _� M _v C�E O DETAILS W RESUB Jun 17 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A701 I EXTERIOR STEEL FRAME AND CROSS -BRACE ASSEMBLY ELEVATION 1.11 211 1.11 211 �t SECTION VIEW STEEL BEAM ASS'BLY 211 211 PEN FOR 5/8" BOLT5, TYP, N 3x3 x 1/4" A36 5TEEL t ANGLE, TYP. PLAN VIEW SCALE: 3" = 1'-0" C O L U M N AS 3 B LY SCALE: 3" = V-0" SECTION VIEW BEAM AT GRID 2 SEALANT A5 REQUIRED, TYP. WOOD RETURN AT JAMB, HEAD 51M., Ix3 WOOD CA51NG AT JAMB, TYP. TYP. WINDOW FRAME BEYOND 5GHEDULED WINDOW / FRAME Ix WOOD SILL Ix3 APRON BELOW 51 LL 5GHEDULED WALL TYP. WINDOW SILL SCALE: V-1 /2" = V-0" Ix WOOD SILL Ix3 APRON BELL.,,, LL WINDOW SILL EL 3/411 SCALE: 1-1/2" = V-0" (2) 5/8" 55 BOLT5, 5PAGED 4" VERT. AT 2'-0" O.G., MAX 1/4" 5TEEL BENT PLATE, TYP. BOTH 51 DE5 SCALE: 3" = V-0" 5/4x CEDAR GORNER TRIM F I BER-CEMENT BEVEL 51 D I NG PER 5GHEDULED WALL A55EMBLY VERT FURRING 5TRIP5 VENTED DRAINAGE GHANNEL, TYP. WOOD SIDING CORNER HALF SIZE 4x8 PLAN VIEW (2) 5/5" 55 BOLT5, 5PAGED 4" VERT. 1/4" BENT PLATE m 6x8 GOLLEGTOR BEAM TO COL CONN STAIR S ECTI O N 19 THROUGH- BOLT5 SCALE: 3" = V-0" 6x8 GOLLEGTOR I PLAN VIEW TYP. ROOF BEAM ROOF BEAM CON N SCALE: 3/4'' = V-0" 51 MP50N GJT5z5 CONGEALED GONNEGTOR, TYP. 5TEEL DOWEL, TYP. SCALE: 3" = V-0" # 7796 CHITE STATE OF W HINGTON William Franklin COPYRIGHT © 2024 FRANKLIN I architecture ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS, DESIGNS, AND OTHER INTELLECTUAL PROPERTY INCORPORATED HEREIN, IS THE PROPERTY OF FRANKLIN I ARCHITECTURE, AND MAY NOT BE COPIED OR REUSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN CONSENT OF FRANKLIN I ARCHITECTURE. PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: PLOT DATE: co E �' o O ' U O N c N u U - O Q c�> M00 .� >� LLo C O 6 p O (p CO U) O 230501 BF 06112/24 10.•49 am DATE: 03/14/23 Permit Submittal 06/13/23 Plan Review Resubmit REVISIONS: L U. DETAILS O N O 00 O 4-1 U O E 7 W RESUB Jun 17 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A702 1W