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APPROVED BLD2023-0066+Architectural_Plan+1.16.2023_1.40.48_PM+3316613APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM AS B JILT - MAIN FLOOR STATE LABOR &SCALE:1/8" = 1-0" INDUSTRIES + o X Ln < PL = 100'+/- r- - - - - - - - - - - - - - - - - - - - - r- - - - - - - - - - - - - - - - - - - - - - - - - - - - \ Q I I I I I I I I di w II I EA SHEDI I I EX SHED EX CARPORT I `� I I I I I I I I� cn 4 - I I - - - - - - - - - - owo I <O�p� 51-011 -----�--- 2 REQ'D FRONT YARD 71 -----1 I I EX DRIVEWAY 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 SQUARE OFF EX PORCH I 2430 97TH MONPS, WA VE W INTERIOR REMOD9L ONLY +I I I I u l I I I I a I I I I I 21'-2 1/4"+/- EXi TiNG REAR YARD EXIST I I I I FRONT YARD I I I I I I I I I I I I I I I L------------ I I I I I I I I I I I I I I I I I I I 15'-0" EX PATIO REQ'D I I REAR YARD Uj �XU5Q ��oUj Qz `r LU �L Us< L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PL = 100'+/- SITE PLAN SCALE: 1" =10' NOTE: 1. SiTE PLAN BASED ON CiTY OF EDMONDS GiS MAPPING. GENERAL NOTES THESE DRAWINGS ARE THE PROPERTY OF H21), LLC. ANY REPRODUCTIONS MUST DE AUTHORIZED 5Y THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT. © COPYRIGHT 2023 BY H2D, LLC. THESE DRAWINGS ARE PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. 1. CODES/REGULATIONS: -CONSTRUCTION TO CONFORM TO THE 2018 INTERNATIONAL RESIDENTIAL CODE (IRC), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHINGTON STATE RESIDENTIAL ENERGY CODE AND VARIOUS CODES IMPOSED BY LOCAL AUTHORITIES. -A SEPARATE PERMIT MAY PE REQUIRED FOR PLUM13iNG, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLICABLE. -A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB SiTE DURING CONSTRUCTION. 2. CONTRACTOR'S RESPONSIBILITY: -PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES. -DO NOT SCALE CONTRACT DOCUMENTS. -iF ANY DISCREPANCIES iN THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO BE NOTIFIED IMMEDIATELY. -ALL CHANGES MADE 13Y THE CONTRACTOR SHALL 13E SUBMITTED iN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. -THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR OMISSIONS OR PERFORMANCE OF THE CONTRACTOR. -CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, iTS COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO 5E COMPOSED OF COMPONENTS TO PE FIELD ERECTED SHALL 5E SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WiTH INSTRUCTIONS PREPARED 13Y THE SUPPLER. -ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUIREMENTS AS DEFINED BY THE EPA AND THE STATE OF WASHiNGTON. -ALL WASTE AND REFUSE CAUSED iN CONNECTION WiTH THE WORK SHALL 13E REMOVED FROM THE PREMISES AND DISPOSED OF 13Y THE CONTRACTOR. THE PREMISES SHALL 13E LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER. -CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. -FOR ALL NEW CONSTRUCTION OR ADDITIONS DESIGNED WiTHiN 1'-0" OF THE HEIGHT LiMiT, THE CONTRACTOR SHALL 13E RESPONSIBLE FOR COORDINATING WiTH THE SURVEYOR TO VERIFY THE ELEVATION OF THE STRUCTURE AS iT 15 BEiNG 13UILT TO VERIFY ANY ELEVATION PISCRPANCiES THROUGHOUT CONSTRUCTION. ELEVATIONS SHOULD PE VERIFIED FOR EACH FLOOR LEVEL PRIOR TO PROCEEDING WiTH THE NEXT FLOOR OF FRAMING: TOP OF FOUNDATION, TOP OF SUBFLOOR, TOP PLATE AND RIDGE ELEVATIONS SHOULD BE VERIFIED DURING CONSTRUCTION. CONSULT ARCHITECT FOR CLARIFICATION PRiOR TO CONSTRUCTION. 3. SOILS: -FOUNDATION DESIGN 15 5A5ED ON AN ASSUMED AVERAGE 501L BEARING OF 2,000 PSF OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL BE CAST ON UNDISTURBED FiRM NATURAL 501L OR COMPACTED SOiL OF 2,000 PSF BEARING CAPACITY AT LEAST 1'-6" BELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL 5E FREE OF LOOSE SOILS, DEBRIS, AND FREE WATER AT ALL TIMES. THIS OFFICE TAKES NO RESPONSi51LiTY iN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS. 4. ATTIC REQUIREMENTS: -APPLY ROOFING iN ACCORDANCE WiTH iRC CHAPTER 9. PROVIDE ATTiC VENTILATION AS INDICATED ON DRAWINGS AND AS OUTLINED 1N iRC SEC R806. -THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300 PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATION LOCATED iN THE UPPER PORTION OF THE SPACE TO PE VENTILATED AT LEAST 3 FEET ABOVE EAVE OF CORNICE VENTS WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. (iRC SEC R806). -ATTIC ACCESS: MINIMUM 22" x 30" WiTH MiNiMUM 30" HEADROOM, UNOBSTRUCTED, READILY ACCES515LE OPENING. iRC SEC R807. ACCESS DOORS SHALL BE WEATHERSTRiPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. -iN ROOMS NOT PROVIDED WiTH AN OPERABLE WINDOW OF 1.5 5Q. FT. OR GREATER, A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING 5 AiR CHANGES PER HOUR SHALL BE PROVIDED. -VENT DRYER, BATH FANS, AND RANGES/OVENS TO THE OUTSIDE. 5. VENTILATION: -VENT FANS SHALL TERMINATE AT THE EXTERIOR OF THE 13UiLDiNG PER iRC SECTION M1502.3 AND iMC SECTION 501.5. -INSULATE ALL DUCTS OUTSIDE OF CONDITIONED SPACE PER WA STATE ENERGY CODE. -KITCHEN RANGE HOODS: RANGE HOODS CAPABLE OF EXHAUSTING MORE THAN 400 CFM REQUIRE MAKE-UP AiR PER iRC M1503.6. 6. GLAZING: -TO BE 1N COMPLIANCE WiTH iRC SEC R308 AND WASHiNGTON STATE SAFETY GLA55 LAW, EXCEPTIONS ARE AS OUTLINED iN iRC SEC R308. -GLAZING iN LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS GLA55 iN DOORS, GLAZING WiTHiN 24" ON EITHER 51PE OF A DOOR OPENING, GLAZING CLOSER THAN 18" TO A FLOOR, SHOWER DOORS AND TUB ENCLOSURES SHALL PE WiRE REINFORCED, TEMPERED GLA55, LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. -SLIDING GLASS DOOR5 TO BE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS. -SHOWER ENCLOSURES SHALL PE APPROVED WiRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. -GLAZING WiTHiN 18" OF FLOOR AND GREATER THAN 18" 1N LEAST DIMENSION SHALL COMPLY WiTH IMPACT LOADS. SEE PLANS. -ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED, UNLESS NOTED OTHERWISE, AND COMPLY WiTH STATE OF WASHiNGTON ENERGY CODE. -EGRESS iN EVERY SLEEPING ROOM SHALL HAVE A MiNiMUM NET CLEAR OPENING OF 5.7 SQ. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL PE 24", MiNiMUM NET CLEAR OPENING WIDTH OF 20" AND A FINISHED SiLL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR. iRC SEC R310. N 7. ENERGY: -ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO iRC REQUIREMENTS AND THE WASHiNGTON STATE ENERGY CODE, LATEST EDITION. VERIFY ALL CONDITIONS BEFORE PROCEEDING WiTH WORK. -APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR PARFIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. -BUILDING AiR LEAKAGE TESTING, PER SEC 402.4,15 REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE. -EACH DWELLING UNiT 15 TO HAVE ONE PROGRAMMABLE THERMOSTAT FOR REGULATION OF TEMPERATURE PER SEC 403.1. -A SIGNED AFFADAViT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR PRiOR TO AN APPROVED FINAL INSPECTION. -DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE PUiLPING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. -MiNiMUM 90% OF PERMANENTLY INSTALLED LAMPS iN LIGHTING FIXTURES SHALL BE HiGH EFFICACY LAMPS PER SEC 404.1. -WHERE THE PRIMARY HEATING SYSTEM 15 A FORCED-AiR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNiT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL ALLOW FOR, AT A MINIMUM, A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKENDS) AND BE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACKS PER DAY. 8. STAIRS: -MiNiMUM HEADROOM 6-8"; MiNiMUM TREAD 10"; MAXIMUM RISER 7 3/4" -HANDRAIL: REQUIRED AT ALL STAIRS WiTH MORE THAN 4 RISERS PER iRC 311.7.6. MINIMUM 34" AND MAXIMUM 38" ABOVE TREAD NOSING. OPEN SIDES OF STAIRS MORE THAN 30" ABOVE ADJACENT FLOOR SHALL HAVE HANDRAILS AND GUARDRAILS. HANDRAIL TO PE 1 1/4"-2" CROSS SECTIONAL DIMENSION AND 1 1/2" AWAY FROM WALL. -GUARDRAIL: SHALL BE MiN 36" iN HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE BELOW. RAILINGS SHALL 5E SPACED TO NOT ALLOW THE PASSAGE OF A 4-3/8" SPHERE PER iRC 312.1. -INSTALL FiRE 13LOCKiNG AT MiD-5TRiNGER SPAN AND AT WALL ALIGN STRINGER. -COVER WALLS AND SOFFITS OF USABLE SPACE UNDER STAIR WiTH 5/8" TYPE "X" GYPSUM WALLBOARD. 9. INSULATION: -INSULATION TO MEET THE CURRENT WASHiNGTON STATE ENERGY CODE REQTS FOR TABLE R402.1.1, TABLE R402.1.3 AND SECTION R402. REFER TO PRESCRIPTIVE TABLE ON SHEET 01. -EXISTING WALL AND FLOOR CAVITIES EXPOSED DURING CONSTRUCTION FOUND UNiN5ULATED, OR WiTH DAMAGED INSULATION (DISCOLORED, WET, DAMAGED, OR DETERIORATED) SHALL PE FILLED WiTH R-15 INSULATION AT 2X4 FRAMING AND WiTH R-21 INSULATION AT 2X6 FRAMING. REF SEC R503.1.1-EXCEPTION 2.. -WALLS TO 13E INSULATED WiTH MiNiMUM R-21 INSULATION. BELOW GRADE WALLS TO 13E INSULATED WiTH MiNiMUM R-21 INSULATION, ALLOW FOR THERMAL FREAK BETWEEN FLOOR SLAB AND BASEMENT WALL UNLE55 NOTED OTHERWISE. -ROOF AND CEILING INSULATED WiTH R-49 BLOWN-iN AT FLAT CEILINGS AND R-38 H.D. GATT AT VAULTED AREAS UNLESS NOTED OTHERWISE. Li 1 -ROOF: ALLOW FOR A MiNiMUM 1" CLEAR BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING FOR VENTING UNLESS NOTED OTHERWISE. > -VENTING 15 REQUIRED iN EACH JOIST SPACE. WHERE CONTINUOUS VENTING WiTH A J015T SPACE 15 INTERRUPTED DY A HEADER (FOR EXAMPLE AT A SKYLIGHT OR HiP), PROVIDE (2) Q 1 1/2" VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUOUS THRU-VENTING INTO THE NEXT JOIST SPACE UNLESS NOTED OTHERWISE. _ -FLOORS: INSULATED WiTH R-30 GATT INSULATION OVER UNHEATED SPACE UNLE55 NOTED OTHERWISE. -SLAB-ON-GRADE: PROVIDE EXTRUDED RiGiD CLOSED CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL BREAK BETWEEN SLAB AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAB AND FOOTING TOGETHER. UNLE55 NOTED OTHERWISE. 10. GARAGE SEPARATION: -REQUIRES 1/2" GWB ON THE GARAGE SiDE. 5/8" TYPE 'X' GWB WHERE THERE 15 LiViNG SPACE ABOVE. SUPPORTING COLUMNS, WALLS AND BEAMS USE 1/2" GWB PER iRC R302.6 -OPENINGS INTO A GARAGE: OPENINGS iNTO A GARAGE SHALL HAVE A SOLID WOOD OR HONEYCOMB -CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE FiRE RATING. DOORS SHALL 13E EQUIPPED WiTH A SELF -CLOSING DEVICE PER iRC R302.5.1. 11. VAPOR BARRIERS: -AN APPROVED VAPOR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, BELOW ENCLOSED J015T SPACES WHERE CEILING FINISHES ARE DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE INSULATION. THiS VAPOR BARRIER MAY 13E A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. 12. FIRE SAFETY: -SMOKE ALARMS/DETECTORS (S.D.): SMOKE ALARMS/DETECTORS SHALL PE INSTALLED iN ALL SLEEPING ROOMS, iN THE AREA OUTSIDE THE SLEEPING ROOM AND 1N OTHER LOCATIONS PER iRC R314. POWER SOURCE AND INTERCONNECTION PER iRC. -CARBON MONOXIDE DETECTORS (C.M.D.): SHALL HAVE AN APPROVED CARBON MONOXIDE ALARM INSTALLED OUTSIDE OF EACH SLEEPING AREA iN DWELLING UNITS AND iN EACH LEVEL 1N ACCORDANCE WiTH THE MANUFACTURER'S REQUIREMENTS PER iRC315. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WiTH UL2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH THiS CODE, NFPA 720-2012 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. -CARBON MONOXIDE DETECTION SYSTEMS PER iRC 315.2 THAT INCLUDE CARBON MONOXIDE DETECTORS AND AUDIBLE NOTIFICATION APPLIANCES, INSTALLED AND MAINTAINED iN ACCORDANCE WiTH TH15 SECTION FOR CARBON MONOXIDE ALARMS AND NFPA 720-2012, SHALL BE PERMITTED. THE CARBON MONOXIDE DETECTORS SHALL BE LISTED AS COMPLYING WiTH UL 2075. WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM 15 INSTALLED, iT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY. 13. CERTIFICATE & TESTING - A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WiTHiN THREE FEET OF THE ELECTRICAL PI5TRi5UT10N PANEL 5Y THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED PE51GN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE ViSiBiLiTY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LAPEL, OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LiST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED iN OR ON CEILING/ROOF WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND 13UiLPING ENVELOPE AiR LEAKAGE TESTING DONE ON THE PUiLPING. WHERE THERE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL L15T THE VALUE COVERING THE LARGEST AREA. THE CERTRiF1CATE SHALL L15T THE TYPES OF EFFICIENCIES OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT. - THE BUILDING OR DWELLING UNiT SHALL 13E TESTED AND VERIFIED AS HAVING AN AiR LEAKAGE RATE OF NOT EXCEEDING 5 AiR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WiTH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED 13Y THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL PE PERFORMED AT ANY TiME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. 14. LIGHTING EQUIPMENT - NOT LESS THAN 90 PERCENT OF LAMPS 1N PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL 5E - FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS PRESCRIPTIVE REQUIREMENTS- ALL CLIMATE ZONES LOCATION R-VALUE U-FACTOR FENESTRATION U-FACTOR N/A 0.30 SKYLIGHT U-FACTOR N/A 0.50 GLAZED FENESTRATION SHGC N/A N/A CEILING 49 0.026 WOOD FRAME WALL 21 iNT 0.056 MA55 WALL R-VALUE 21/21 0.056 FLOOR 30/38 0.029 BELOW GRADE WALL 10/15/211NT + TB 0.042 SLAB R-VALUE AND DEPTH 10, 2 FT N/A 11 - um Ing no Included. Please apply for separate plumbing permit. City Of Edmonds Building Department Work INTERIOR REMODEL ------------------------------------------------ Address 22430 97TH AVE W ------------------------------------ Owner 0'LEARY Approved Date 02/09/2023 --------------------- Building Official Eric. G +arts Permit Number BLD2023-0066 PROJECT INFORMATION PROJECT OWNER: MARTIN CLEARY 22430 97TH AVE W EDMONDS WA 98026 PROJECT ARCHITECT: HEID1 HELGE50N PROJECT DESIGNER: LAUREN GROTH/CRiSTY WELLER H2D ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 STRUCTURAL ENGINEER: DANIEL 13UKER BUKER ENGINEERING 4303 STONE WAY N SEATTLE, WA 98103 206-258-6333 PROJECT DESCRIPTION: INTERIOR REMODEL PROJECT ADDRESS: 22430 97TH AVE W TAX LOT NUMBER: 00559000100500 LEGAL DESCRIPTION: ROPERT E THOMAS ADD NO 04 13LK 001 D-00-LOT 5 LAND USE CODE COMPLIANCE STATISTICS ZONE: R 5-8 REQ'D SETBACKS: FRONT: 25' REAR SETBACK: 15' SiDE SETBACK: 7.5 PARKING: 2 EXISTING PARKING SPACES TO REMAIN 13U1LPING HEIGHT BUILDING HEIGHT LiMiT = 25' INFORMATION: REFER TO SHEET A2.0 FOR DETAILED HEIGHT INFORMATION NO CHANGE PROPOSED EXISTING LOT AREA: 7840.8 SF LOT COVERAGE: EXISTING HOUSE: 1766.7 SF EXISTING SHED 1: 160.9 SF EXISTING SHED 2: 145.5 5F EXISTING CARPORT: 250.6 SF EXISTING LOT COVERAGE: 2323.7 SF ALLOWED LOT COVERAGE: 7840.8 SF X 35% = 2744.3 5F OK NO CHANGE PROPOSED EXISTING EXISTING HOUSE/ROOF/CARPORT ROOF: 2464.6 5F IMPERVIOUS EXISTING SHED/ROOF: 174.3 SF SURFACE: EXISTING WALKWAY AND PATiO: 410.7 5F EXISTING FRONT PORCH: 17.1 5F EXISTING DRIVEWAY: 561.5 5F EXISTING IMPERVIOUS SURFACE: 3628.2 SF NO CHANGE PROPOSED ENERGY CREDIT INFORMATION INTERIOR REMODEL ONLY ENERGY CREDITS NOT APPLICABLE SHEET INDEX 01 A1.0 A1.1 A1.2 A1.3 A2.0 A3.0 A5.0 51.1 52.1 52.2 54.1 55.1 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, A5-DUiLT PLANS, SiTE PLAN MAiN FLOOR DEMOLITION PLAN MAiN FLOOR PLAN ROOF PLAN WINDOW AND DOOR SCHEDULES EXTERIOR ELEVATIONS BUiLPING SECTIONS TYP. DETAILS GENERAL STRUCTURAL NOTES MAiN FLOOR FRAMING AND FOUNDATION PLAN ROOF FRAMING PLAN FLOOR FRAMING DETAILS ROOF FRAMING DETAILS 224TH ST SW w 0 w _ m w Q 5iTE VICINITY MAP (NTS N W U zCN w > O C LL] > 00 0') V) Q Q W T_ o 0 z � N G � W W J 0 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 1 /12/2023 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS, SITE PLAN RECEIVED Jan 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 01 DEMO AND RELOCATE ELECTRICAL PANEL PER PLAN II II DEMO WALL II II r— — v II DEMO PLUMBING II FIXTURES AND FINISHES 9 II BATHROOM II IF iI IL Ji 1_ .-i�a -- — DEMO OPENING FOR NEW WINDOW DEMO FIXTURES AND FINISHES AT BATHROOM DEMO OPENING FOR NEW WINDOW REMOVE AND SALVAGE EX15TING WINDOW TO BE REINSTALLED PER PLAN MAIN FLOOR DEMOLITION PLAN SCALE:1/4" = P-0" 0 EXISTING WALLS r — I DEMO WALLS NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO DEMOLITION. 2. ALL SHORING TO BE THE RESPONS11311-iTY OF THE BUILDER. CONTACT THE STRUCTURAL ENGINEER WiTH QUESTIONS. =--:51 I DEMO WH PREP FOR REPLACEMENT EX OPENING TO REMAIN, PREP FOR EX OPENING TO I I NEW DOOR REMAIN, PREP FOR NEW DOOR I I I EX OPENING I� I REMAIN, FRi III NEW DOOR - II I� II II Ij EX OPENING TO REMAIN, PREP FOR NEW DOOR I111 II I��I II IIII II -------- ill EX OPENING, TO REMAIN DEMO FIREPLACE AND CHIMNEY, PREP FOR FLOOR, CEILING AND ROOF iNFiLL II I / A 11 DEMO OPENING FOR NEW DOOR DEMO DEMO EXISTING WALL ■ I Jill _ I 1111 I I I III II II I III II II I III I II II II II II II DEMO PORCH 1 DEMO WALL PREP FOR NEW OPENING I W U z W cD o � rn Q Q W o z 'qt N 2 � W W J O 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P. 206 . 542 . 3 7 34 www.h2darchitects.com DATE: 1 /12/2023 PERMIT SET MAIN FLOOR DEMOLITION PLAN RECEIVED Jan 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1,0 SHED EX R403.1.3 CONTINUOUSLY BURNING PILOT LIGHTS: THE NATURAL GAS SYSTEMS AND EQUIPMENT LISTED BELOW ARE NOT PERMITTED TO BE EQUIPPED WiTH CONTINUOUSLY BURNING PiLOW LIGHTS 1. FAN -TYPE CENTRAL FURNACES 2. HOUSEHOLD COOKING APPLIANCES EXCEPTION: HOUSEHOLD COOKING APPLIANCES WITHOUT ELECTRICAL SUPPLY VOLTAGE CONNECTiN05 AND iN WHICH EACH PILOT LIGHT CONSUMES LESS THAN 150 BTU/HR 3. POOL HEATERS 4. SPA HEATERS 5. FIREPLACES EXCEPTION: ANY FIREPLACE WiTH ON -DEMAND, INTERMITTENT OR INTERRUPTED IGNITION (AS DEFINED iN ANSi Z21.20)15 NOT CONSIDERED CONTINUOUS. HVAC REQUIREMENTS 1. RE -USE EXISTING FORCED AiR GAS FURNACE TO PROVIDE HEATING, COOLING AND VENTILATION TO ALL AREAS OF THE HOME. 2. PER iRC 1505.4: PROVIDE WHOLE HOUSE VENTILATION SYSTEM INTEGRATED WiTH THE FORCED AiR SYSTEM. 3. INTEGRATED WHOLE HOUSE VENTILATION SYSTEM SHALL OPERATE CONTINUOUSLY. PROVIDE CONTROLS TO ALLOW OPERATION OF VENTILATION SYSTEM WITHOUT NEED TO OPERATE HEATING SYSTEM. A LABEL SHALL BE AFFIXED TO THE CONTROLS THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)". 4. CONTINUOUS WHOLE HOUSE MECHANICAL VENTILATION MiNiMUM AIRFLOW RATE OF 50 CFM. REFER TO iRC TABLE M1505.4.3 (1). WATER HEATER REQUIREMENTS 1. INSTALL NEW TANKLE55 ELECTRIC WATER HEATER. 2. PROVIDE SHUTOFF VALVE Cad CONNECTION TO APPLIANCE. 3. PER iRC M1307.2 ANCHOR OR STRAP WATER HEATER APPLIANCE TO RESIST HORIZONTAL DISPLACEMENT CAUSED BY EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WiTHiN THE UPPER 1/3RD AND LOWER 1/3RD OF THE APPLIANCE'S VERTICAL DIMENSIONS. AT THE LOWER POINT, THE STRAPPING SHALL MAINTAIN A MiNiMUM DISTANCE OF 4" ABOVE CONTROLS. 4. ALL ELECTRIC WATER HEATERS iN UNCONDITIONED SPACES, OR ON CONCRETE FLOORS iN CONDITIONED SPACES, SHALL BE PLACED ON AN INSULATED SURFACE WiTH A MiNiMUM THERMAL RESISTANCE OF R-10, AND MiNiMUM COMPRESSIVE STRENGTH OF 40PSi OR ENGINEERED TO SUPPORT THE APPLIANCE. MAIN FLOOR PLAN SCALE:1/4" = P-0 0 EXISTING WALLS ® NEW WALLS SHED EX Windows that are removed from the original location and reinstalled in a new location shall meet the 2018 WSEC. A A3.0 CARPORT EX o LAV BATH TiLE 16 80 CFM FAN, C!L. VENT TO OUTSIDE, TYP X GUEST X m w ENG FLR A3.0 me E E A3.0 ■mil■ z X W 6i�1L� EXISTING C A3.0 r t= RELOCATE ELECTRICAL CLO Z p x + c L PANEL, VERIFY ENG FL �'' a� LOCATION 1'-1"+/- w I � 1�50 CFM FAN,08 p �r VENT TO 15 OUTSIDE, TYP OFFICE EX LAUNDRY 01 _ C Lo ENG FLR 5'-5 1/ REF TiLE ALIGN C!L. EX ELECTRICAL E o OI - - � PANEL 03 EX V I = 02 C.L. O (04 REF �.D. 14 CAB 4'-0" -I, O5 1 1 06 C.L. I I EXISTING I C.L. PTRY 010)_ + l 0 36" C'L 11 SHELVES U 1-6 REF i� ---- 1 NEW POST C L 11'-10"+/- VER. 1'-6 1/2 11-91/4 +/- D./ .M. 1 PER STRUCTURAL - z INSTALL GAS NEW POST STUB Ca) RANGE PER STRUCTURAL 1'-61/2" - ----------------, INSTALL RANGE HOOD; HOODS OVER 1 7 ; Dishwasher ; 400 CFM REQUIRE MAKE UP AiR. w shall have air , z MAKE UP AiR TO BE INTERLOCKED I I <o ! \ a installed. gap WiTH FAN OPERATION AT A RATE Q Q APPROXIMATELY EQUAL TOTHE A ----------------- EXHAUST AiR RATE THAT 15 iN �o KITCHEN EXCESS OF 400CFM PER M1503.4 I � LIVING HARDWD o - FAMILY/ DINING ENG FLR 03 II " HARDWOOD MiN II NEW POST 42"HT WALL PER STRUCTURAL I I NEW BEAM o X PER STRUCTURAL + RECONFIGURE DUCTING AND LD I N NEW POST VENTING A5 REQ'D 11 PER STRUCTURAL ;MTFUL HT L. r - 07 - UR�I C&O T-6 /8"+l- C 7-6 7/8"+I- EQ INSTALL SALVAGED - WiNDOW FROM BEDROOM 02 , SHIFT EXISTING L� WINDOW TO NEW 9 SHOWER, VERIFY o TEMPERED GLAZING N 01 110 CFM FAN, C.L VENT TO OUTSIDE, TYP A A3.0 NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE TO CENTERLINE OF ROUGH OPENING; REFER TO SCHEDULE & MANUFACTURER FOR OPENING SiZE. 3. INSTALL SMOKE DETECTORS (S.D.) AT LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 4. INSTALL CARBON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF THE BEDROOMS. THE ALARM SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R315.3 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 5. SMOKE DETECTORS (S.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO BE INSTALLED 3'-0" MiNiMUM FROM BATHROOM DOORS. 6. ALL GAS FIREPLACE HEATERS RATED TO ANSI Z21.88 SHALL BE LISTED AND LABELED WiTH A FIREPLACE EFFICIENCY (FE) RATING OF 50 PERCENT OR GREATER iN ACCORDANCE WiTH C5A P.4.1. VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) CERTIFIED TO ANSi Z21.50 SHALL BE LISTED AND LABELED, INCLUDING THEIR FE RATINGS, iN ACCORDANCE WiTH C5A P.4.1. N, 5i ETS - ■ BATH /c D AL TiLE J C.L. BED 1 HARDWOOD _ l- 13 C I iNFiLL DOOR •0101 9/O/%/� ---------- 8'-2 1/4"+/- 23'-11 1/2"+/- M BED HARDWOOD 11010011110192111 C A3.0 1z r cn w z X w iNFiLL DOOR INSTALL NEW CONCRETE PORCH D A3.0 E A3.0 GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) EXISTING MAiN FLOOR AREA 1,712.4 SF TOTAL CONDITIONED AREA (UNCHANGED) 1,712.4 5F W U z w > O O') Q Q w T_ 0 z � cy) O � LN IJ uj _J 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darc h i tects.c om DATE: 1 /12/2023 PERMIT SET MAIN FLOOR PLAN RECEIVED Jan 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1,1 EXISTING ROOF EXISTING ROOF EXISTING ROOF A 13 C A3.0 A3.0 A3.0 ROOF PLAN SCALE:114" = P-O" 0 EXISTING ROOF 0 NEW ROOF D A3.0 PATCH ROOF SHEATHING AFTER CHIMNEY DEMO, UNDERLAYMENT & ROOFING TO MATCH EXISTING F '41\ V-O W U z W cD o � rn � Q Q W o z ry � � N � W W J O 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P. 206 . 542 . 3 7 34 www.h2darchitects.com DATE: 1 /12/2023 PERMIT SET ROOF PLAN RECEIVED Jan 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1,2 DOOR SCHEDULE ID R.O. DIMENSIONS *SEE NOTE 1 DOOR LEAF DIMENSIONS TYPE THICK AREA (SF) NOTES U-VAL WIDTH HEIGHT W HT MAiN FLOOR 01 2'-8" 0-101/2" 2'-6" 6'-8" SWING 0'-1 3/81, 0.00 VER FiT iN EX R.O. 02 2'-6" 0-101/2" 24" 6'-8" SWING 0'-13/81, 0.00 03 2'-0" 6'-101/2" 1'-10" 6'-8" SWING 0'-1 3/81, 0.00 VER FiT iN EX R.O. 04 2'-9" 6'-101/2" 2'-8" 6'-8" POCKET 0'-1 3/8" 0.00 VER R.O. W/ PCKT DR MFR 05 2'-6" 0-101/2" 24" 6'-8" SWING 0'-1 3/8" 0.00 VER FiT iN EX R.O. 06 2'-2" 0-101/2" 2'-0" 6'-8" SWING 0'-1 3/81, 0.00 VER FiT iN EX R.O. 07 2-31/2" 0-101/2" 2'-1 1/2" 6'-8" SWING 0'-1 3/81, 0.00 VER FiT iN EX R.O. OS 2'-8" 0-101/2" 2'-6" 6'-8" SWING 0'-13/81, 0.00 09 5'-2" 6'-101/2" 5'-01, 6'-8" 131-PASS 0'-13/81, 0.00 10 2'-8" 6'-101/2" 2'-6" 6'-8" SWING 0'-13/81, 0.00 11 2'-4" 6'-81/2" 2'-6" 6'-10" BARN 0'-1 3/81, 0.00 VER DR PANEL, SiZE 2" WIDER/TALLER THAN R.O. 12 2-7" 0-101/2" 2'-6" 6'-8" POCKET 0'-1 3/81, 0.00 VER R.O. W/ PCKT DR MFR 13 2'-8" 0-101/2" 2'-6" 6'-8" SWING 0'-13/81, 0.00 14 2'-8" 0-101/2" 2'-6" 6-8" SWING 0'-13/81, 0.00 15 2'-8" 6'-101/2" 2'-6" 6'-8" SWING 0'-13/81, 0.00 16 2'-7" 6'-101/2" 2'-6" 6'-8" POCKET 0'-1 3/8" 0.00 VER R.O. W/ PCKT DR MFR I U I /\L LA I LKIUK VUUK /\Kt/\: U.UU MANUFACTURER: INTERIOR: SiMPSON OR EQUAL, SOLID CORE DOOR, PANEL STYLE T.B.D. NOTES: 1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS 2. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION 3. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS 0 0 0 o _ w 0 El El El El N N N N L 5 AS SCHEDULED AS SCHED AS SCHED SCHED. CamE RT I2 A C, C, POCKET SWiNG WINDOW SCHEDULE ROUGH OPENING *SEE NOTE 1 ROUGH HEAD AREA ID TYPE OPER NOTES U-VAL WIDTH HEIGHT FROM SUBFLR. (SF) MAiN FLOOR 01 3'-0" 2'-0" 6-81/4" A H.S. 6.00 VERIFY FiT iN EX HEAD HGT; NEW WiNDOW; TEMP. SAFETY GLASS 0.30 02 3'-01/4" 2'-0 3/4" 6'-81/4" A H.S. 6.00 VERIFY FiT iN EX HEAD HGT; REINSTALL EX WNDW NEW LOC.; VER TEMP. 0.30 03 6-01/4" 3'-01, 6-101/2" A H.S. 18.00 VERIFY FiT iN EX HEAD HGT; REINSTALL SALVAGED WND FROM BEDRM 0.30 TOTAL EXTERIOR WiNDOW AREA: 30.00 NERC 100 LABELED AND CERTIFIED BY THE MANUFACTURER MANUFACTURER: REINSTALL WINDOWS PER PLAN NOTES. NEW WiNDOW TO MATCH EXISTING PROFILE - VERIFY FIBERGLASS OR VINYL OR RATED FOR WET LOCATION. NOTES: 1. ADD 1/2" TO THE BOTTOM OF THE ROUGH OPENING, UNLESS NOTED OTHERWISE FOR INSTALLATION OF BEVEL SiLL 1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS 2. SEE ELEVATIONS FOR CONFIGURATION 3. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION 4. VERIFY EXISTING ROUGH OPENINGS WHERE WINDOWS ARE BEING REPLACED iN THE EXISTING OPENINGS PRIOR TO ORDERING THE WINDOWS 5. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS 6. TRANSLUCENT GLASS TO BE SATIN ETCH. PROVIDE GLASS SAMPLE TO OWNER/ARCH FOR APPROVAL PRIOR TO ORDERING 7. ALL WINDOWS iN SHOWERS TO BE VINYL, FIBERGLASS OR RATED FOR USE iN WET LOCATION. VERIFY CONFIGURATION OF SHOWER WINDOWS WiTH OWNER PRIOR TO ORDERING. A KEY A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE S.H. = SINGLE HUNG H = HOPPER w U zCN w > O o � 00 O') v! Q Q> w T- o 0 z '�t N G � W w _J O 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 1 /12/2023 PERMIT SET WINDOW AND DOOR SCHEDULES RECEIVED Jan 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al 3 EX ROOF EL=12'-81/4"+/- (T.O. EX ROOF) EXISTING GRAPE L EXISTING EAST ELEVATION - NO CHANGE PROPOSED SCALE:1/4" = T-0" SOUTH ELEVATION SCALE:1/4" = T-C" WEST ELEVATION SCALE:1/4" = T-O" 12 -14.5+/- -X15T - EX EXl` TiN EXISTING CUT THROUGH EX CARPORT ROOF EXISTING PRiVEWAY EX ROOF EL=12-81/4"+/- EX ROOF EL=12'-81/4"+/- (T.O. EX ROOF) EX MAiN FLOOR PLATE EL = 7'-71/4"+/- (T.O. EX PLATE) EX MAiN FLOOR EL = 0'-O" (T.O. EX SUBFLOOR) EX MAiN FLOOR PLATE EL = 7-71/4"+/- (T.O. EX PLATE) EX MAiN FLOOR EL = 0-0" EX ROOF EL=12'-81/4"+/- w U Z w o o � rn C/) Q Q W T— rr3: O 0 Z Q N G r) W w J O 9716 REGISTERED ARCHITECT /-//I./161�1 TMICHELLE HELGESON OF WASHINGTON H 2 D A R C H IT E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 1 /12/2023 PERMIT SET EXTERIOR ELEVATIONS RECEIVED Jan 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NORTH ELEVATION - NO CHANGE PROPOSED SCALE:1/4" = T-0" A2.0 EX ROOF FRAMING EX BATH II GUEST FAMILY/DINING 1l N CARPORT III BUILDING SECTION SCALE:1/4" = T-0" BUILDING SECTION SCALE:1/4" = 1-0" EX GRADE EX CONC 5LAI3 ON GRADE 7 ry / n A nr BUILDING SECTION LJ J 5CALE:1/4" = T-0" EX ROOF FRAMING 12 NEW BEAM PER EX ATTIC STRUCTURAL EX ROOF FRAMING NEW BEAM PER STRUCTURAL WRAP BEAM w/ 1/2" GWB, TYP. LIVING KITCHEN DINING/FAMILY r` EX GRADE EX CRAWLSPACE EX FLOOR FRAMING NEW POST & FOOTING BEYOND EX CONIC SLAB ON GRADE PER STRUCTURAL BUILDING SECTION L. i SCALE:1/4" = T-0" BUILDING SECTION LJ ) SCALE:1/4" = T-0" BUILDING SECTION SCALE:1/4" = T-0" CV OnnC = A A ATA I/ - 1 V f n 1 n A A ATA I/` LLB U z w NO � � (f) Q Q LLB o 0 z N � LLB W J b 9716 REGISTERED ARCHITECT TMICHELLE HELGESON OF WASHINGTON il Fri r1 o H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P. 206 . 542 . 3 7 34 WWW.h2darc hitects.com DATE: 1 /12/2023 PERMIT SET BUILDING SECTIONS RECEIVED Jan 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3,0 iNTERiOR EXTERIOR R-10 FOAM Cad HEADER TYP TYP EXTERIOR WALL ASSEMBLY FOLD UP WEATHER HEADER PER STRUCTURAL RESISTIVE BARRIER OR EXIST SELF-ADHESIVE WATERPROOF AND TEMPORARILY MEMBRANE INSTALL PER 7/A5.0 WEATHER RESISTIVE SECURE 1/2" GWB BARRIER MTL FLASHING OVER WD TRiM WD TRiM PER TYP DETAIL � EXTERIOR SHEATHING 13/A5.0 WD TRiM PER TYP DETAIL Ir.���, io WINDOW LINER 12/A5.0 TAPE WEATHER RESISTIVE _ —SILL PLATE WINDOW PER WINDOW BARRIER � � I C 5 D O HE ULE TYP WINDOW HEAD TYP EXTERIOR WALL ASSEMBLY WD TRiM PER TYP DETAIL 12/A5 0 O i - 5 I I / I I i I I 9 I I I I I I I SiLL TAPE (WATERPROOF, / a AIRTIGHT TAPE) WATERPROOF AIRTIGHT TAPE SELF-ADHESIVE WATERPROOF MEMBRANE INSTALL PER 7/5.0 WINDOW FLASHING 6. INSTALL FLANGED WINDOW AND FASTEN TO 1. CUT THE WRB FLUSH WiTH THE ROUGH OPENING WD TRIM PER TYP DETAIL 2. CUT THE WRB AT 45 DEGREE ANGLE TO A POINT 0(STRUCTURE PER MFR'S INSTRUCTIONS. 13/A5.0 9" UP AND 9" OUT FROM THE UPPER CORNERS OF 7. WRB AT TOP FLANGE: UNFOLD WRB AND RUN iT 1/2" GWB THE ROUGH OPENING OVER THE TOP OF FLANGE. 3. FOLD UP WRB FLAP AT HEAD AND TEMPORARILY 8. FLANGE TAPE: USE FLANGE TAPE TO SEAL TYP WINDOW JAMB SECURE WiTH MASKING TAPE SO THAT iT CAN BE BOTTOM FLANGE TO THE WRB. PRESS FIRMLY TO 2 INSTALLED OVER THE HEADER FLANGE OF THE AFFIX. 9. TAPE THE SiDE FLANGES TO THE WRB. 1" =1'-WINDOW LATER. 0" 10. TAPE THE WRB TO THE TOP FLANGE 4. FOLD BACK THE OTHER TWO EDGES OF THE WRB 11. TAPE THE DIAGONAL CUTS iN THE WRB ABOVE INTO THE ROUGH OPENING AND SECURE BY THE WINDOW HEAD. SiLL PER TYP DETAIL STAPLING. TO ENSURE POSITIVE DRAINAGE OF THE SiLL/PREVENT WATER INTRUSION, ADD A BACK DAM *NOTE: MAKE SURE TAPING 15 DONE FROM BOTTOM OR SLOPE SiLL AT THE BOTTOM OF THE R.O. TO TOP SO THAT ALL TAPE JOINTS ARE PROPERLY 5. INSTALL SiLL TAPE ON WINDOW SiLL, EXTENDING SHiPLAPPED. 2x_ WD SiLL W/ SLOPE & DRiP iT UP EACH SiPE A MiN OF 4". ACCURATELY PRESS INTO CORNERS. OVERLAP THE VERTICAL FACE OF SELF-ADHESIVE WATERPROOF THE WRB APPROXIMATELY MiN 1". TRiM AND MEMBRANE, INSTALL PER 7/A5.0 PRESS/STRECH AROUND BOTH CORNERS. TYP EXTERIOR WALL ASSEMBLY INTERIOR EXTERIOR ji. YP WINDOW SILL TYP WINDOW FLASHING DTL 3 =1'-0" 7 N.T.S. OR APPROVED EQUAL TYPICAL WINDOW NOTE: 1. INSTALL BACKER ROD AND/OR FOAM INSULATION Cad ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP R-10 FOAM 9 HEADER TYP EXTERIOR WALL WD TRiM TO MATCH EXISTING TYP ASSEMBLY HEADER PER SELF-ADHESIVE STRUCTURAL WATERPROOF 1x4 WD TRiM, MITERED GW , UNO CORNERS 1x4 WD TRIM, MEMBRANE INSTALL MITERED WD TRiM PER TYP TiLE OVER PER 7/A5.0 CORNERS DETAIL 15/A5.0 DOOR PER SCHEDULE WATERPROOFED MTL FLASHING OVER BACKER BRD. WD TRiM WINDOW PER WINDOW WRAP TiLE 9 WD TRiM PER TYP SCHEDULE LiNE OF DOOR DOOR FRAME DOOR JAMB WINDOW HEAD DETAIL 12/A5.0 WINDOW PER WINDOW JAMB,WINDOW SEALANT SCHEDULE DOOR PER DOOR DOOR PER SCHEDULE DETAIL 15/A5.0 WINDOW PER WINDOW GWB, UNO SCHEDULE SCHEDULE 5/4x_ WOOD SiLL, PAINTED TYP WNDW HEAD SHOWER TYP EXT. WNDW TRIM TYP I NT. WNDW TRIM TYP I NT. DOOR TRIM TYP I NT DOOR HEAD TYP I NT DO�OR�lM B 12 1" -1-0" 13 1" =1'-O" *VERIFY W/ OWNER PRIOR TO INSTALL 1 � 1" =1'-0" *VERIFY W/ OWNER PRIOR TO INSTALL 1 � 1" =1'-O" 17 1" =1'_0, TYP EXTERIOR WALL ASSEMBLY EXISTING SiDiNG, PATCH TO MATCH EXISTING Cad AREA OF ALTERATION WD TRiM PER TYP CL EXISTING WRB, PATCH TO MATCH DETAIL 12/A5.0 DOOR, WHERE OCCURS EXISTING 9 AREA OF ALTERATION FiNiSH WOOD FLOORING EXISTING SHEATHING, PATCH TO MATCH EXISTING 9 AREA OF SELF-ADHESIVE SCHLUTER SCHiENE ALTERATION WATERPROOF MEMBRANE TYP WALL ASSEMBLY TRANSITION STRIP, EXISTING 2X4 STUD WALL, iNFiLL TO INSTALL PER 7/A5.0 1/2"x4 WOOD BASE, ALUMINUM MATCH EXiSTiNG 9AREA OF PAINTED TiLE FLOORING ALTERATION SEALANT SUBFLOOR FiLL ANY EXPOSED EXISTING 2X4 WRAP TiLE Cad WINDOW JAMB FiNi5H FLOORING BAYS W/ R-15 HiGH DENSITY TiLE OVER WATERPROOFED GATT iNSULATiON, TYP. BACKER BOARD EXISTING GWB OR 1/2" GWB, PVA PRIMER AND PAINT TYP WNDW JAMB @SHOWER Q TYP WD BASE DTL (� TYP WD TO TILE TRANSITION TYP EXT WALL ASSEMBLY INSTALL TiLE OVER WATERPROOFED BACKER TEMPERED GLASS TEMPERED CLEAR BOARD TiLE4ANP SHOWER PANEL GLASS SHOWER WRAP TiLE 9 SiLL, SLOPE TO DRAIN PANEL SHWR BUILT-UP CLOW PROFILE ALUMINUM OR BED OF SEALAN LOW PROFILE ALUMINUM SEALANT FLOOR TiLES.S. U-CHANNEL TiLE OR S.S. U-CHANNEL 5L01' 2x_ WD SiLL W/ SLOPE & SUBSTRATBED OF SEALANT GWB DRIP SUBFLOOR WATERPROOFING SELF-ADHESIVE WATERPROOF MEMBRANE TYP FLOOR TiLE OVER MUD SET OVER CEMENT INSTALL PER 7/A5.0 ASSEMBLY PAN, SLOPE TO DRAIN, BACKER BOARD TILE TYP EXTERIOR WALL ASSEMBLY TYP FRAMED WALL *FULLY WATERPROOF SHOWER FLOOR AND CURB TYP *FULLY WATERPROOF SHOWER WALLS TYP TYP WNDW SILL @ �SHOWER TYP U-CHANNEL DTL CURB TYP U-CHANNEL WALL 1 —1 0 1 —1 O PLAN ViEW 0 INSTALLED WINDOW w U zCN w > O � 00 d-) Q Q> w T_ 0 z � O N w J O 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H IT E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 1 /12/2023 PERMIT SET TYP. DETAILS RECEIVED Jan 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A5,0 General Structural Notes The Following Apply Unless Noted Otherwise on the Drawings u k=� r ENGINEERING LLC 4303 Stone Way N Criteria Concrete Wood Wood (Con't) Seattle, WA 98103 206.258.6333 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE 1. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH 1. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN 8. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE DRAWINGS, SPECIFICATIONS, AND THE 2018 INTERNATIONAL BUILDING CODE. IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO.17. PLANS: 2. DESIGN LOAD CRITERIA ATTAIN A 28-DAY STRENGTH OF f'c=3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 FURNISH TO THE FOLLOWING MINIMUM STANDARDS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE ��,T� R. B� WAsNI FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2 MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, of � SNOW PSF OF 5" OR LESS. (STRUCTURAL DESIGN OF FOUNDATION IS BASED ON A f'c=2,500 PSI, PER IBC AND BEAMS: MINIMUM BASE VALUE, Fb=850 PSI UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1. COORDINATE THE 1705.3.2.3, SPECIAL INSPECTION IS NOT REQUIRED.) SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL =' WIND NOT APPLICABLE NOT N 2. THE MINIMUM AMOUNTS OF CEMENT MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 DRAWINGS. w EARTHQUAKE NOT APPLICABLE IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR MINIMUM BASE VALUE, Fb=900 PSI B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL B. J _ SEE PLANS FOR ADDITIONAL LOADING CRITERIA APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED 44oso Ado AURAL t'�G ��SSIONAL 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND BEAMS: (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.6. THE USE OF A MINIMUM BASE VALUE, Fb=1350 PSI OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PRIOR TO CONSTRUCTION. PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF POSTS: (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY TO THE MINIMUM BASE VALUE, Fc-1350 PSI ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL SPECIFIED PERFORMANCE. (6X AND LARGER) DOUGLAS FIR -LARCH 1 TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE 3. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4" O.C. EACH WITH THE PLANS. AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND MINIMUM MINIMUM BASE VALUE, Fc=1000 PSI E, F SIDE JOINT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD TECHNIQUES, SEQUENCES OR PROCEDURES, REQUIRED TO PERFORM THE CONTRACTORS WITH TABLE ACI 318 TABLE 4.2.1 MODERATE EXPOSURE. STUDS, PLATES & MISC. FRAMING: DOUGLAS-FIR-LARCH OR HEM -FIR NO. 2 FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON -CENTER, OR ATTACHED TO WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 2. MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0" ON -CENTER EMBEDDED AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. BE GRADE 40, fy=40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SPIRAL STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON -CENTER. UNLESS THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy=60,000 NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER PSI. AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR-1387 SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8" ENTITIES OR PERSONS ATTHE PROJECT SITE. 5. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL) APA RATED SHEATHING 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT #5 AND REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" PSL (2.OE) Fb=2900 PSI, E=2000 KSI, Fv=290 PSI EDGES) AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-05, CLASS B. LVL (1.9E) Fb=2600 PSI ,E=1900 KSI, Fv=285 PSI ON -CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. LSL (1.55E) Fb=2325 PSI ,E=1550 KSI, Fv=310 PSI C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAEUSER THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN Quality Assurance 6. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH TWO FOOTINGS AND OTHER UNFORMED SURFACES CAST HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. ROWS 16d @ 12" ON -CENTER. 1. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING u SPECIFICATIONS AND SECTIONS 110 AND 1704 OF THE INTERNATIONAL BUILDING CODE BY A 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE FORMED SURFACES EXPOSED TO EARTH PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT OR WEATHER (#5 BARS OR SMALLER) 1-1/2 " DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. AS SHOWN ON PLANS AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS. PROVIDE SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL SLABS AND WALLS (INT. FACE) GREATER OF BAR DIAMETER 3. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED W l0 INSPECTION IS REQUIRED OF THE FOLLOWING TYPES OF CONSTRUCTION: PLUS 1/8" OR 3/4" GLUE IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF EQUIVALENT ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G NO EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER 7. CONCRETE WALL REINFORCING - PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL 00 EPDXY GROUTED INSTALLATIONS PER MANUFACTURER 6" WALLS #4 @ 16 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN A. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO > M 8" CURTAIN SUPPORTS WITH 16d @ 12" ON -CENTER UNLESS OTHERWISE NOTED. V) Q WALLS #4 @ 12 HORIZ. #4 @ 18 VERTICAL 1 B. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. n , Q Geotechnical 8. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND C. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. W = DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL D. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. I1*1 - Of 1. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH In ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, 4. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED 0 APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING /1 \ CDC m NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. SURFACES, BOTH CAST -IN -PLACE AND PRECAST. PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 0 FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT 9. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE 5. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD. PRESSURE TREATED N FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO A RETENTION OF 0.25 PCF. WOOD IN N -0 COLUMNS OR WALLS ABOVE. RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF LU WHICH IT IS PLACED (3000 PSI MINIMUM). 0.40 PCF. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO A RETENTION BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND OF 0.60 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED PROVIDE FOR SUBSURFACE DRAINAGE. TO WEATHER. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ-A, ALLOWABLE SOIL PRESSURE 2000 PSF CBA-A, CA-B, OR SBX TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 55 PCF/35 PCF Anchorage HOT -GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECT O COEFICIENT OF FRICTION CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. (FACTOR OF SAFETY OF 1.5 INCLUDED) 0.3 1. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "KWIK BOLT 6. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY TZ" AS MANUFACTURED BY THE HILTI CORP., INSTALLED IN STRICT ACCORDANCE WITH ICC-ES SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2015. EQUIVALENT REPORT NO. ESR-1917, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF Renovation SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICC FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION IS ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 1. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS 2. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" SERIES JOIST HANGERS. ALL REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS DRAWINGS SHALL BE INSTALLED USING "HIT RE 500-V3" AS MANUFACTURED BY HILTI CORP. DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2322. SPECIAL INSPECTION OF HANGERS. CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. TO 40 PSF. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. 2. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. steel ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. 1. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: 7. WOOD FASTENERS B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS A. EITHER AISC 360 AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE. A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: PRIOR TO CUTTING ANY OPENINGS. B. MARCH 18, 2005 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, SIZE LENGTH DIAMETER C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. AMENDED AS FOLLOWS. 8d 2-1/2" 0.131" D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS EPDXY i) AS NOTED IN THE CONTRACT DOCUMENTS. 10d 3" 0.148" GROUTED INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL ii) BY THE DELETION OF PARAGRAPH 4.4.1. 16d BOX 3-1/2" 0.135" REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. iii) REVISE REFERENCE FROM "STRUCTURAL DESIGN DRAWINGS" TO "CONTRACT IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL 3. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE DOCUMENTS" IN PARAGRAPH 3.1. SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE 2. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy=50 KSI. OTHER ROLLED SHAPES AND APPROVAL. STRUCTURAL ENGINEER OR ARCHITECT. INCLUDING PLATES, SHALL CONFORM TO ASTM A36, Fy=36 KSI. STEEL PIPE SHALL CONFORM NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN No. Date Issue TO ASTM A-53, TYPE E OR S, GRADE B, Fy=35 KSI. STRUCTURAL TUBING SHALL CONFORM TO FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. ASTM A500, GRADE B, Fy=42 KSI (ROUND), Fy=46 KSI (SQUARE AND RECTANGULAR). B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS 01/01/23 Permit CONNECTION BOLTS SHALL CONFORM TO ASTM A307. UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. 3. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. SPECIFICATION FOR WOOD CONSTRUCTION (2005 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" 4. ALL A-325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT CONDITION, AND SMALLER LAG SCREWS. DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL Sheet Contents BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT -20 DEGREES F AND 40 FT-LBS AT 70 DEGREES F, General Structural Notes AS DETERMINED BYAWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. Sheet NRECEIVED Jan 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT `j♦——— — — — — —— ��I♦--------------------------------------------♦i�I I I r � —._— _-__-__—..—..—..—..— ------------- _ M „ n „ „ -- — — — — — — — — .. w,--j----77 .� ------------ I I I I ' N Framing Foundaiton i �r—„ {i .---_--__-_- _- Ma•n Floor & Plan % L -------------- L J 2/S4.1 SCALE: /4 —1 -0 (E)SLAB ON GRADE 24" SQUARE x 8" FOOTING I � I PLAN NOTES LEGEND (TYP.u.N.o.) w/ (2) #4 EACH WAY TYPICAL OF (2) j 1. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS (S1.1). 0 (N) CONCRETE WALL ABOVE -o- (E) SPAN DIRECTION THIS LEVEL 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS UNLESS SPECIFICALLY NOTED 8 SPAN DIRECTION ON STRUCTURAL PLANS. '%%ice// (E) CONCRETE WALL ABOVE THIS LEVEL �e� EXTENT OF SPAN 3. ALL FOOTINGS SHALL BEAR ON FIRM, NATIVE SOIL. - - - - - (N) CONCRETE FOOTING 4. PROVIDE DRAINAGE BEHIND ALL FOUNDATION WALLS. - - - - - JOIST or BEAM 5. CONTRACTOR TO VERIFY TOP OF FOOTING ELEVATION w/ARCHITECTURAL PLANS. (E) CONCRETE FOOTING - - - (E) JOIST OR BEAM i (E)FLOOR FRAMING j HD HOLDOWN- - - - - - - - - - - - - - - - - - - - - - - - - - L---------J STRUCTURAL WOOD WALL or ' POST ABOVE THIS LEVEL , l r -I I �+L__ __ T ---____----____ T-------------- --- - -r-- - -� -j--------------- I { L - - J 2/S4.1 L— =------------------------- = —................................---- —_----_—.—..—..—..—.--_~ „ „ j I.. - j________________________________ IL Iq I ' _________________� ' I L------------a I bulEr ENGINEERING LLC 4303 Stone Way N Seattle, WA 98103 206.258.6333 W rU i .V) W ^o W No. Date Issue 01 /01 /23 Permit Sheet Contents MAIN FLOOR FRAMING & FOUNDAITON PLAN Sheet NRECEIVED Jan 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT To(I&(5)(T 1 SCALE: 3/4'=1'-0" (8)16d @ 4" O.C. STAGGERED AT EACH SIDE OF SPLICE TOP CHORD SPLICE BOTTOM CHORD SPLICE 6'-0" MIN. BETWEEN SPLICES SPLICE TO OCCUR AT OF VERT. STUD TYP. 16d @ 12"O.C. STAGGERED ELSEWHERE Typical Top Plate Splice at New Wall Framing • 5 SCALE: 3/4"=1'-0" COLUMN ABOVE PER PL' SOLID POST CONTINUE( BEYOND, OR PROVIDE S BLOCKING WHERE COLT ALIGNS w/ EXISTING JO COLUMN z COLUMN 'ISTING FLOOR FRAMING VD SHEATHING PER PLAN )ST PER PLAN w/ AC, BC, OR PC :RIES POST CAP AT TOP AND PB R ABU SERIES POST BASE AT BOTTOM )OTING SIZE AND KEINFORCING PER PLAN Interior Post Footing at Crawlspace 2 SCALE: 3/4"=1'-011 A35 (at exter OMIT @ HEA TYP. STUDS Typical Header Support 6 SCALE: 3/4"=1'-011 I I �'\ I I I ,./ I I I I I I I I I I I I•I IL I I I I I I I I I I I I I I I I I I r----------1 -------------- ------ L------` --J L-- -------- J L---------- J L----------J �_---------� I r- jr----------1 1 1 I I I I I I I I I I I • ' •' • • � • I I I 1 1 1 I I •. I I I I I I I I • ' •' • • t• , I r- � I � I,/ I I •\ 1 I I I 1 I I I I I /•. I \ �\ I � 20 FLAT BLOCKING AT I UNFRAMED PANEL EDGES � 4�/ I I I I I \• 1 \�J I 1 1 1 I,/ / I I •• I I , � j 1 I I I I I' WHERE BLOCKED DIAPHRAGM I I I I I I I 1�'. 1 .• 1 I 1 IS SPECIFIED ON PLAN • I , I I I I I I 1 /�• 1 1 �\ I I I I I I I I FRAMING PER PLAN �\ 1�\ 1•I I I I I ' I I I I I I / 1 I 1 1 I I I______`_ � a LI — I I I ., I II t.�II II ----------II,rI ----------i11 r11 ----------iII rII ---'—\--__________--/-- I I I �II II ~----• -- I 1 STAGGER PLYWOOD AS SHOWN I I I I I I I I I I I I I I I I I I 1 1 \1 1 I I �� l.�✓�� I I I I I I I I 1 I I I I I I I , DI A NI \/I FIA/ Typical Diaphragm Sheathing and Nailing 9 SCALE: 3/4"=1'-0" T"" ""' IBLE TOP PLATE ;HEADER )PENING IS LESS 0" PROVIDE (1) BEARING STUD U.N.O. EDGE NAILING PER PLAN FIELD NAILING PER PLAN NOTE: PROVIDE EDGE NAILING AT ALL HIPS, VALLEYS, RIDGE AND SHEARWALLS 2x OR LSL 16d NAILIN PER SCHED DETAIL A 16d NAILING PER SCHEDULE 2x NAILER I r PLYWOOD EDGE EDGE NAILING OVER EA. STUD I 16d NAILING 14E PER SCHEDULE DETAIL B PLAN VIEW AT ABUTTING PANEL EDGES OF W3 & W2 Shearwall Schedule 3 SCALE: 3/4"=1'-0" LSL BLO( BTWN. J( (2)16d EA. JOIST 2x BLOCI,,I,,j BTWN. STUDS SHEARWALL SCHEDULE MARK SHEATHING PANEL EDGE NAILING TOP PLATE CONNECTION BASE PLATE CONNECTION IF TJI IF 2x OR LSL AT WOOD AT CONCRETE W6 '%z" CDX PLYWOOD 8d @ 6"OC 16d @ 6" OC A35 @ 24" OC 16d @ 6" OC %" 0 A.B. @ 48" OC W4 '%z" CDX PLYWOOD 8d @ 4" OC 16d @ 4" OC A35 @ 16" OC 16d @ 4" OC %" 0 A.B. @ 32" OC W3 4) '%Z" CDX PLYWOOD 8d @ 3"OC (2) ROWS 16d @ 6" OC A35 @ 12" OC 16d @ 3" OC ® %" 0 A.B. @ 16" OC W2 4) '%z" CDX PLYWOOD 8d @ 2"OC (2) ROWS 16d @ 02" OC A35 @ 9" OC (2) ROWS 16d @ 02" OC %" 0 A.B. @ 12" OC 1. BLOCK PANEL EDGES WITH 2x MIN. LAID FLATAND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d @ 12' o.c. 2. 8d NAILS SHALL BE 0.131" x 2%" (common) -16d NAILS SHALL BE 0.135"0 x 3%" (box) 3. EMBED ANCHOR BOLTS AT LEAST 7" EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x%" PLATE WASHERS. EXTEND TO WITHIN/ OF THE PLYWOOD SHEATHING. 4. 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. SEE DETAIL B. WHERE 3x STUDS ARE USED FORW2, STAGGER NAILS AT ADJOINING PANEL EDGES. 5. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. 6. ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. 7. '/,6" O.S.B. MAY BE SUBSITUTED FOR '%Z" CDX. 8. LTP4's MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. 9. A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. 10. STAGGER NAILS IN ROW W/%" MIN. OFFSET. 11. MINIMUM OFFSET BETWEEN ROWS%, AND MINIMUM RIM OR JOIST 3%" WIDE. PANEL EDGE NAILING 1- SHEARWALL BELOW A35 PER SHEARWALL SCHEDULE TOP PLATE CONNECTIO w/ 16d NAILS TJI JOISTS PER PLAN — PANEL EDGE NAILING SHEATHING PANELJOINT W/ PANEL EDGE NAILING BOTTOM PLATE CONNECTION PANEL EDGE NAILING II 11 II 11 II II II II II 11 NOTE: BEARING WALL SEE SHEARWALL SCHEDULE FORALL NAILINGAND NON -BEARING WALL CONNECTIONS, NOT OTHERWISE NOTED Typical Shearwall Construction SCALE: 3/4"=1'-0" VVALL PER Typical Shearwall Intersection 11 SCALE: 3/4"=1'-0" T PLYWOOD PANEL EDGE NAILING PER SHEARWALL SCHEDULE BASE PLATE NAILING PER SHEARWALL SCHEDULE 16d @ 8" OC SHEARWALL PER P' ""' IF SHEARWALL OR 16d @ 12" OC AT OTHER WALLS INTERSECTING WAI (see left if shearwa bulEr ENGINEERING LL 4303 Stone Way N Seattle, WA 98103 206.258.6333 w $ w ,o oT 44090 A L �SSIONAL • (4) 8d INTO ^ , EA. BLOCK V (2)16d EA. BLOCK r1 (1) JOIST BAY OF V) LSL BLKG. @ 48" oc ^ , L 2x BLOCKING ^� BTWN. STUDS W O O 00 > O Q >Q vi 0� 0 O C O N E N w No. Date Issue 01 /01 /23 Permit Sheet Contents FLOOR FRAMING DETAILS Sheet NRECEIVED Jan 20 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S481