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SEE REV1 APPROVED BLD RESUB 1-BLD2023-0976+Architectural_Plan+11.2.2023_12.13.46_PM+3877307GENERAL NOTES City Of Edmonds Building Department ...................................................................................................................................... Work ADDITION, REMODEL ......................................................................................................................................................: ................................................................................................................................................. Address 17715 76TH AVE W Owner € HINMAN .................................................................................................... Approved Date 9/06/2023 ............................................................................................................................ Building Official /7 w. W VfILCEAL Permit Number BLD2023-0976 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES AS BUILT - MAIN FLOOR SCALE:1/8" = 1'-0" APPROVED PLANS MUST BE ON JOB SITE 1z THESE DRAWINGS ARE THE PROPERTY OF H2D, LLC. ANY REPRODUCTiONS MUST BE AUTHORIZED BY THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT. © COPYRIGHT 2025 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 (1RC), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE RESIDENTIAL ENERGY CODE AND VARIOUS CODES IMPOSED DY LOCAL AUTHORITIES. -A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, 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 BY 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 BE COMPOSED OF COMPONENTS TO DE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION iN ACCORDANCE WiTH INSTRUCTIONS PREPARED BY 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 BE REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. THE PREMISES SHALL BE 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 RE5PON51DILiTY OF THE CONTRACTOR. -FOR ALL NEW CONSTRUCTION OR ADDITIONS DESIGNED WiTHiN 1'-0" OF THE HEIGHT LiMiT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WiTH THE SURVEYOR TO VERIFY THE ELEVATION OF THE STRUCTURE AS iT 15 BEING BUILT TO VERIFY ANY ELEVATION PISCRPANCiES THROUGHOUT CONSTRUCTION. ELEVATIONS SHOULD BE VERIFIED FOR EACH FLOOR LEVEL PRIOR TO PROCEEDING WiTH THE NEXT FLOOR OF FRAMING: TOP OF FOUNDATION, TOP OF SUDFLOOR, TOP PLATE AND RIDGE ELEVATIONS SHOULD BE VERIFIED DURING CONSTRUCTION. CONSULT ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION. 3. SOILS: -FOUNDATION DESIGN 15 BA5ED ON AN ASSUMED AVERAGE SOiL BEARING OF 2,000 P5F OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL BE CAST ON UNDISTURBED FiRM NATURAL SOiL OR COMPACTED SOiL OF 2,000 P5F BEARING CAPACITY AT LEAST 1'-6" BELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL BE FREE OF LOOSE SOiLS, DEBRIS, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RESPONSIBILITY iN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED 5Y OTHERS. 4. ATTIC REQUIREMENTS: -APPLY ROOFING iN ACCORDANCE WiTH 1RC CHAPTER 9. PROVIDE ATTiC VENTILATION AS INDICATED ON DRAWINGS AND AS OUTLINED 1N 1RC SEC R806. -THE NET FREE VENTILATING AREA SHALL BE NOT LE55 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 BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OF CORNICE VENTS WiTH THE DALANCE OF THE REQUIRED VENTILATION PROVIDED 5Y EAVE OR CORNICE VENTS. (iRC SEC R806). -ATTIC ACCESS: MINIMUM 22" x 50" WiTH MiNiMUM 50" HEADROOM, UNOBSTRUCTED, READILY ACCESSiDLE OPENING. iRC SEC R807. ACCE55 DOORS SHALL BE WEATHERSTRiPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. -1N 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, 5ATH FANS, AND RANGES/OVENS TO THE OUTSIDE. 5. VENTILATION: -VENT FANS SHALL TERMINATE AT THE EXTERIOR OF THE BUILDING PER iRC SECTION M1502.3 AND 1MC SECTION 501.3. -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 1RC M1503.6. 6. GLAZING: -TO BE iN COMPLIANCE WiTH 1RC SEC R308 AND WASHiNGTON STATE SAFETY GLASS LAW, EXCEPTIONS ARE AS OUTLINED iN iRC SEC R308. -GLAZING 1N LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS GLASS 1N DOORS, GLAZING WiTHiN 24" ON EITHER SiPE OF A DOOR OPENING, GLAZING CLOSER THAN 18" TO A FLOOR, SHOWER DOORS AND TUB ENCLOSURES SHALL BE WiFE REINFORCED, TEMPERED GLASS. LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. -SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS. -SHOWER ENCLOSURES SHALL DE 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 5E 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 5Q. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24", MiNiMUM NET CLEAR OPENING WIDTH OF 20" AND A FINISHED SiLL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR. 1RC SEC R310. 7. ENERGY: -ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO 1RC REQUIREMENTS AND THE WASHiNGTON STATE ENERGY CODE, LATEST EDITION. VERIFY ALL CONDITIONS BEFORE PROCEEDING WiTH WORK. -APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS 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 THERM05TAT 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 5E PROVIDED TO THE 13UiLPING 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 ]PC 311.7.8. 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 BE 1 1/4"-2" CROSS SECTIONAL DIMENSION AND 1 1/21, AWAY FROM WALL. -GUARDRAIL: SHALL 5E MiN 36" 1N HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE BELOW. RAILINGS SHALL BE 5PACED TO NOT ALLOW THE PA55AGE OF A 4-3/8" SPHERE PER iRC 312.1. -INSTALL FIRE BLOCKING AT MiD-STRINGER SPAN AND AT WALL ALIGN STRINGER. -COVER WALLS AND SOFFITS OF U5ADLE SPACE UNDER STAIR WiTH 5/8" TYPE "X" GYPSUM WALLBOARD. 9. INSULATION: -INSULATION TO MEET THE CURRENT WASHiNGTON STATE ENERGY CODE REQ'T5 FOR TADLE R402.1.1, TADLE R402.1.3 AND SECTION R402. REFER TO PRESCRIPTIVE TABLE ON SHEET 01. -EXISTING WALL AND FLOOR CAVITIES EXPOSED DURING CONSTRUCTION FOUND UNiNSULATED, OR WiTH DAMAGED INSULATION (DISCOLORED, WET, DAMAGED, OR DETERIORATED) SHALL DE 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 DE INSULATED WiTH MiNiMUM R-21 INSULATION. DELOW GRADE WALLS TO BE INSULATED WiTH MiNiMUM R-21 INSULATION, ALLOW FOR THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL UNLESS NOTED OTHERWISE. -ROOF AND CEILING INSULATED WiTH R-49 BLOWN-iN AT FLAT CEILINGS AND R-38 H.D. 5ATT AT VAULTED AREAS UNLESS NOTED OTHERWISE. -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 JOIST SPACE 15 INTERRUPTED 5Y A HEADER (FOR EXAMPLE AT A SKYLIGHT OR HiP), PROVIDE (2) 1 1/2" VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUOUS THRU-VENTING INTO THE NEXT J015T SPACE UNLESS NOTED OTHERWISE. -FLOORS: INSULATED WiTH R-30 GATT INSULATION OVER UNHEATED SPACE UNLESS 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 DE INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAB AND FOOTING TOGETHER. UNLESS NOTED OTHERWISE. 10. GARAGE SEPARATION: -REQUiRE51/2" GWD ON THE GARAGE SiDE. 5/8" TYPE'X' GWB WHERE THERE 15 LiViNG SPACE ABOVE. SUPPORTING COLUMNS, WALLS AND 13EAM5 USE 1/2" GWD 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 5E EQUIPPED WiTH A SELF -CLOSING DEVICE PER 1RC R302.5.1. 11. VAPOR BARRIERS: -AN APPROVED VAPOR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, BELOW ENCLOSED JOIST SPACES WHERE CEILING FINISHES ARE DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE INSULATION. THiS VAPOR 13AFRiEF MAY BE A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR DARRiER5 SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. 12. FIRE SAFETY: -SMOKE ALARMS/DETECTORS (S.D.): SMOKE ALARMS/DETECTORS SHALL BE INSTALLED iN ALL SLEEPING ROOMS, iN THE AREA OUTSIDE THE SLEEPING ROOM AND iN OTHER LOCATIONS PER 1RC R314. POWER SOURCE AND INTERCONNECTION PER 1RC. -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'51NSTALLATiON INSTRUCTIONS. -CARBON MONOXIDE DETECTION SYSTEMS PER 1RC 315.2 THAT INCLUDE CARBON MONOXIDE DETECTORS AND AUDiBLE NOTIFICATION APPLIANCES, INSTALLED AND MAINTAINED iN ACCORDANCE WiTH THIS SECTION FOR CARBON MONOXIDE ALARMS AND NFPA 720-2012, SHALL 5E PERMITTED. THE CARBON MONOXIDE DETECTORS SHALL 5E LISTED A5 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 DISTRIBUTION PANEL BY THE SUiLDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL DE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE V15iB1LiTY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LADELS. 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 BUILDING ENVELOPE AiR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LiST THE VALUE COVERING THE LARGEST AREA. THE CERTRiFiCATE SHALL LiST THE TYPES OF EFFICIENCIES OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT. - THE BUILDING OR DWELLING UNiT SHALL BE TESTED AND VERIFIED AS HAVING AN AiR LEAKAGE RATE OF NOT EXCEEDING 5 AiR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WiTH A SLOWER 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 5E SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TiME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. 14. LIGHTING EQUIPMENT - NOT LESS THAN 90 PERCENT OF LAMPS iN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HiGH-EFFICACY LAMPS - FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY 13URNiNG PILOT LIGHTS PROJECT INFORMATION PROJECT OWNER: CLAiRE HINMAN AND ALEX TURPiN 17715 76TH AVE W EDMONDS WA 98026 PROJECT ARCHITECT: HEiDi HELGE50N PROJECT DESIGNER: CRiSTY WELLER/LAUREN GROTH H2D ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 96020 STRUCTURAL ENGINEER: DIRK ROGSTAD CG ENGINEERING 250 4TH AVE S. SUITE 200 EDMONDS, WA 98020 (425) 778-8500 PROJECT DESCRIPTION: REMODEL AND ADDITION TO EXISTING 5iNGLE-FAMILY RESIDENCE PROJECT ADDRESS: 17715 76TH AVE W TAX LOT NUMBER: 00513600002100 LEGAL DESCRIPTION: MEADOWDALE SOUND ViEW TRACKS BLK 000 D-00-LOT 21 LAND USE CODE COMPLIANCE STATISTICS ZONE: REQ'D SETBACKS: PARKING RI III nTNIr I-IT=T(--Wl- IIVI VIVVUII IVIV. I=110 STREET: 25' REAR SETBACK: 25' SiDE SETBACK: 10, 2 PARKING SPACES BUILDING HEIGHT LiMiT = 25' REFER TO SHEET A2.0 AND A2.1 FOR DETAILED HEIGHT INFORMATION "REFER TO 02 SHEET FOR ADDITIONAL LAND USE CODE COMPLIANCE STATISTICS ENERGY CREDIT INFORMATION FUEL NORMALIZATION CREDIT FROM WASHiNGTON STATE ENERGY CODE TABLE R406.2 SYSTEM TYPE 2 =1 CREDIT: FOR AN INITIAL HEATING SYSTEM USiNG A HEAT PUMP THAT MEETS FEDERAL STAN FOR THE EQUIPMENT LISTED 1N TABLE C403.3.2(1) OR C403.3.2(2) AiR TO WATER HEAT PUMP UNITS THAT ARE CONFIGURED TO PROVIDE BOTH HEATING AND COOLING AND ARE RATED iN ACCORDANCE WiTH AHRi 550/590 ENERGY CREDIT FROM WASHiNGTON STATE ENERGY CODE TABLE 406.3 ADDITIONS LE55 THAN 5005F:1.5 CREDITS 5.2 EFFICIENT WATER HEATING = 0.5 CREDITS � ' • ' ' ENERGY STAR RATED GAS OR PROPANE WATER HEATER WiTH A MiNiMUM UEF OF 0.60 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 MASS WALL R-VALUE 21/21 0.056 FLOOR 30 0.029 BELOW GRADE WALL 10/15/21 iNT + TB 0.042 SLAB R-VALUE AND DEPTH 10, 2 FT N/A SHEET INDEX 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS 02 SiTE PLAN SURV SURVEY A1.0 MAiN FLOOR DEMOLITION PLAN A1.1 ROOF DEMOLITION PLAN A1.2 MAiN FLOOR PLAN A1.3 ROOF PLAN A1.4 WINDOW AND DOOR SCHEDULES A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.0 SUiLPING 5ECTiON5 A4.0 WALL SECTIONS A5.0 TYP. DETAILS 51.1 GENERAL STRUCTURAL NOTES 52.1 FOUNDATION/MAIN FLOOR FRAMING PLAN 52.2 ROOF FRAMING PLAN 53.1 SCHEDULES 54.1 FOUNDATION DETAILS 54.2 FOUNDATION DETAILS 55.1 WOOD FRAMING DETAILS 56.1 ROOF FRAMING DETAILS PL SW 5W 5 W U z W 0 U CV W � w Q 00 rn Q z_ _ L.L L0 �O ~ G Q z w z 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE 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: 8/2/2023 REV 1: 9/18/2023 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS RESUB Nov 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT VICINITY MAP (NTS I 01 DEMO EX DO PREP FOR N iN SAME OPEINING � L # L � � I DEMO WALLS I / L--- -1�1 AND DOORS DEMO EX CONCRETE i i I / i rr _ i LANDING AND STEP L J I DEMO EX WINDOW I L — — — J= J DEMO EX WINDOWS AND PREP FOR NEW SMALLER WINDOW I ®I 3 4'-3 3/4"+/- DEMO EX KITCHEN I rLL c, I� DEMO EX WINDOW AND LAUNDRY r T II I I CABINETS AND L J DEMO PARTIAL WALL I APPLIANCES AND PREP FOR NEW SMALLER WINDOW I _ AND PREP FOR NEW 2 6 DOOR DEMO EX WINDOW AND PREP FOR NEW FRONT DOOR iN SAME OPENING MAIN FLOOR DEMOLITION PLAN 5CALE:1/4" = 1'-0" 0 EXISTING WALLS r — I DEMO WALLS NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO DEMOLITION. 2. ALL SHORING TO BE THE RESPONSIBILITY OF THE BUILDER. CONTACT THE STRUCTURAL ENGINEER WiTH QUESTIONS. � b Ili i u-- I � I DEMO EX SiPING a MO EX WINDOW ID SECTION OF WALL PREP FOR NEW DOOR OPENING - MO EX WINDOW DEMO EXISTING PORCH, WALLS, WINDOWS AND DOORS I / \ I I / DEMO EX DOOR =======A--======z&_=== DEMO EX POSTS DEMO EX GARAGE DOORS DEMO EX SiDiNG El N w CU z Lu 0 U Cfl CV O LJJ ; � Q Q z = � N � O ti Q z LU CQ G z I 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H IT 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: 8/2/2023 REV 1: 9/18/2023 PERMIT SET MAIN FLOOR DEMOLITION PLAN RESUB Nov 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.0 DEMO EX ROOF EAVES ANP PREi' FOR NEW ADDITION EX ROOF EAVES 'REi' FOR NEW APPiTiON EX PORCH ROOF ROOF DEMOLITION PLAN SCALE:1/4" = P-0" 0 EXISTING ROOF r I DEMO ROOF NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRiOR TO DEMOLITION. 2. ALL SHORING TO DE THE RESPONSiE31LiTY OF THE BUiLPER. CONTACT THE STRUCTURAL ENGINEER WiTH QUESTIONS. 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 L DEMO EX GARAGE ROOFi ANP i'ERLiNS (EX TRUSS] TO REMAIN UNCHANGED) EX SLOPE 1-1/2:12+/- W CU Z W 0 U CV O w ; � Q Q Z 2 � N Lr) O ti Q Z w Q 75 Z I 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHING TON H 2 D A R C H IT 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: 8/2/2023 REV 1: 9/18/2023 PERMIT SET ROOF DEMOLITION PLAN RESUB Nov 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.1 A3.0 / \ A3.0 D i A3.0 A A3.0 Lo I 6x6 CEDAR POST, TYP: 4X4 CEDAR POST, TYP: MAIN FLOOR PLAN 14'-71/4"+/- 23'-10 5/8"+/- 15'1 29'-11"+/- EX. HEAT PUMP 6'1 6'-6"+/- OUTDOOR UNiT i EXi5TiNG EXISTING C1 _ C2 24"1 MiN. CRAWL EX. WALL MOUNTED I r 1 I SPACE ACCESS BELO , DUCTLESS MiNi-SPLIT I I PROVIDE AREA r I WELL A5 REQ'D 1 I I I LiNE OF ROOF ABV z BED BED z1 iNFiLL GARAGE WALLS W/ �? EX EX c I NEW ENERGY STAR RATED FRAMING AND SHEATHING ix Ix L __ GAS WATER HEATER WiTH PER STRUCTURAL, TYP. - - - A MiNiMUM UEF OF 0.80 0 0 110 CFM FAN, VENT TO N OUT�IPE,TYP W.H. C L.O4 B2 EXiSTiNG EXiSTiNG . I - - o o 21 22 HOWE� I EXCLO � � EXCLO Al EXISTING w w EX FIREPLACE HALL C L �1 w o2 BATH 3E EX TiLE 1 r_3' GI' F Elm I EX. WALL MOUNTED J MiN. 1 DUCTLESS MINI-SPLIT-7EX. ATTIC ACCE55 S.D./C M y' PROVIDE MiN. 22"X30" I I ACCE55 TO NEW ATTIC 5P. SiNK M iN I z LIVING - - I HDWD 1 FUR WALL TO 1 ALIGN w/ 2X6 80 CFM FAN, LL' INSTALL RANGE HOOD; HOODS OVER PLUMBING WALL VENT TO 1 400 CFM REQUIRE MAKE UP AiR. I OUTSiDE,TYP MAKE UP AiR TO BE INTERLOCKED WiTH FAN OPERATION AT A RATE I APPROXIMATELY EQUAL TO THE I EXHAUST AiR RATE PER M1506.3 I DINING 2'1 3'-101/2" 11 7'-3" 1 H DW D 1 I FULL HT. POST PER 1 3' 6„ 51 STRUCTURAL O I VER -- - - - - -- CLEAR I I I I I I I I I / u FR I I INSTALL - -1 I GAS ® SHELVES STUB 9 c� COOKTOP ®fig' ® 1 w o9 1. COOKTOP I C.L. C.L. MICRO :�- PANTRY0.2 LuU.C. 1 y iiiii - iaiaiaiiiaiaiiiiiiaiaiiiaiaiaiiiaiaiaiiiai - i% I�- r 110 CFM F TY1f2 VENT TO RIOTS ®--- rE,TYP --- - - /////////////% %%%%%%%//////////////%%//////------- - - - -- I --/------- • . I . • IG 2 HDWD 1 KITCHEN o I uj A4.0 1 HDWD I SHELVES 1 LL 6-6 7/8"+/- HEIGHT WALL PER 1 \ 1 DEW 1 Si K DDL I. I ENTRY STRUCTURAL ° ° LOVEN JI O O HDWD (EL 1029.52'+/-) S.D./C.M.D 5 D P BED pl EX. WALL MOUNTED HDWD 96" + 4L 5' 9 / F" DUCTLESS MINI -SPLIT, 5" T R RELOCATE TO NEW INSTALL NEW I PRIMARY BEDROOM 1 FRONTR N 1 01 O7 cz WINDEX WF �I 1� 1 r HALF WALL -I 'W'' r �I L. G' -CLOSET I •'' r r'' FIN 11 E O A E 131 X.EE. i 1 08------- O5 - - - -- - - - -- -- E E i 1 6'-0 7/8" 6-4 3/8" 1 I J 12'1 7-0 1/2" NEW DECK.1 J 4'-6 1/4' v 4'1 PACED D C iN I 21'-0 3/4"+/- EX. ELEC. PANEL; OFFICE 1 1 RELOCATE HDWD iNFiLL TO LAUNDRY LL 5 E E A L ROOM I EXISTING DOOR 1 A21 Ca�6'+- N)15' T(VI R 1 5'1 o EXISTING 6-01/4"+/- 0-11 1/4"+/- 9'11/2"1 21'13/4"+/- 51'13/5"1 Q • SCALE:1/4" = 1' _0" 0 EXISTING WALLS ® NEW WALLS NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD LINO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE TO CENTERLINE OF ROUGH OPENING; REFER TO SCHEDULE & MANUFACTURER FOR OPENING SiZE. 3. SEE ATTACHED WSEC FORMS FOR ENERGY CODE COMPLIANCE INFORMATION. 4. INSTALL SMOKE DETECTORS (S.D.) AT LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 5. INSTALL CARDON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF THE DEDROOM5. THE ALARM SHALL DE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R315.3 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 6. SMOKE DETECTORS (5.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO DE INSTALLED 3'-0" MiNiMUM FROM DATHROOM DOORS. 7. ALL GAS FIREPLACE HEATERS RATED TO ANSi Z21.88 SHALL DE 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 AN51 Z21.50 SHALL DE L15TEP AND LABELED, INCLUDING THEIR FE RATINGS, iN ACCORDANCE WiTH GSA P.4.1. A4.0 A A3.0 A3.0 WATER HEATER NOTES 1. INSTALL NEW ENERGY STAR RATED GAS FIRED WATER HEATER WiTH A MiNiMUM UEF OF 0.80, SELECTION AND LOCATION TO BE CONFIRMED W/ OWNER. 2. PROVIDE 5HUTOFF VALVE Cad CONNECTION TO APPLIANCE. 3. PER iRC M1307.2 ANCHOR OR STRAP WATER HEATER APPLIANCE TO RESIST HORIZONTAL P15PLACEMENT CAUSED DY 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 P15TANCE 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. N EX POSTS AND TRUSSES GARAGE EX (EL 1028.9+/-) EX. ELEC. PANEL 2 INSTALL HEAT DETECTOR EX POSTS A4.0 iN GARAGE THAT H D AND TRUSSE5 COMPLIES W/iRCR3142.3 _ \ ( 11 1 FULL HEIGHT F- - - - - - - - - - - - I - - - - - - - - - 71 I POST PER STRUCTURAL I I I I EV CHARGING STATION, LD X CONFIRM LIOCATION I � I - - - - - - - - - - - - - - - - - - - - - - - - C'IL -J. rJ'-1n" 1f�'-7,II- ri'-11 1/9" LiNE OF ROOF ABOVE HVAC NOTES 1. EXISTING DUCTLESS MiNi-SPLIT HEAT PUMP SYSTEM PROVIDES HEATING AND COOLING TO THE MAiN FLOOR. EXISTING INDOOR UNiT AT LAUNDRY ROOM TO BE RELOCATED TO NEW PRIMARY BEDROOM - SEE PLAN FOR LOCATION. (OUTDOOR UNiT: MiTSUDiSHi ELECTRIC MODEL NO. MXZ-4C36NA2-U1) 2. PER iRC M1505.4.3: PROVIDE CONTINUOUSLY OPERATING LOCAL VENTILATION SYSTEM USING LUNOS E2 DUCTLESS HRV OR SiMiLAR. 3.PROViDE CONTINUOUS WHOLE HOUSE MECHANICAL VENTILATION AT A MiNiMUM AIRFLOW RATE OF 60 CFM. REFER TO iRC TABLE M1505.4.3 (1). 4. UNDERCUT INTERIOR DOOR5 MiN.1/2" TO ALLOW VENTILATION AiR FLOW. * 1 LUNGS E2 SYSTEM PROViDE510-22 CFM. PROVIDE 3 PAIRS. VERIFY MFR. REQ'T5 & SYSTEM SiZE W/ MFR. 00 0LUNGS E2 HRV OR EQUAL HRV SYSTEM CRAWLSPACE VENTILATION REQ'S CRAWLSPACE: PER WAG 51-51-0408 SECTION R408, MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LE55 THAN 1 SQUARE FOOT FOR EACH 300 SQUARE FEET OF UNDER -FLOOR AREA. A GROUND COVER OF 10 MiL BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE LAiD OVER THE GROUND WiTHiN CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED TWELVE (12) INCHES MiNiMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL. ONE VENTILATION OPENING SHALL DE WiTHiN 3 FEET OF EACH CORNER OF THE 13U1LPING, EXCEPT ONE SiPE OF THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTILATION OPENINGS UNLESS NOTED OTHERWISE. TOTAL NEW CRAWLSPACE AREA = 487.9 SF REQUIRED VENTILATION AREA =1.63 SF (QTY 5) 6"X12" VENTS = 2.5 SF PROVIDED 9'1 5/8"+/- I I I SHED EX El X D A3.0 A A3.0 GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) EXISTING MAiN FLOOR AREA 1,262.6 SF NEW MAiN FLOOR AREA: 498.8 SF EXISTING GARAGE (UNCONDITIONED) 543.4 5F TOTAL CONDITIONED AREA 1,761.4 5F R403.1.3 CONTINUOUSLY BURNING PILOT LIGHTS: THE NATURAL GAS SYSTEMS AND EQUIPMENT L15TEP DELOW ARE NOT PERMITTED TO DE EQUIPPED WiTH CONTINUOUSLY BURNING PILOT LIGHTS 1. FAN -TYPE CENTRAL FURNACES 2. HOUSEHOLD COOKING APPLIANCES EXCEPTION: HOUSEHOLD COOKING APPLIANCES WITHOUT ELECTRICAL SUPPLY VOLTAGE CONNECTIONS AND iN WHICH EACH PILOT LIGHT CONSUMES LE55 THAN 150 BTU/HR 3. POOL HEATERS 4. 5PA HEATERS 5. FIREPLACES EXCEPTION: ANY FIREPLACE WiTH ON -DEMAND, INTERMITTENT OR INTERRUPTED IGNITION (A5 DEFINED iN ANSi Z21.20)15 NOT CONSIDERED CONTINUOUS. N Lu CU Z Lu 0 U) co CV LLJ uJ 00 Q Q Z T U) Lr) Z �O � G Z w CQ G Z I 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H IT 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: 8/2/2023 REV 1: 9/18/2023 PERMIT SET MAIN FLOOR PLAN RESUB Nov 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.2 C D A3.0 IA3.0 e A3.0 A A3.0 3 C D A4.0 A3.0 A3.0 ROOF PLAN SCALE:1/4" = P-0" 0 EXISTING ROOF 0 NEW ROOF O t:01 A/-= CVT[=TTf 11- 01)n= e A3.0 A A3.0 N w U Z W 0 U CV C)w ; � Q Q Z I � N � O ~ ti 73 r) Z w Q 73 Z I 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHING TON H 2 D A R C H IT 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: 8/2/2023 REV 1: 9/18/2023 PERMIT SET ROOF PLAN RESUB Nov 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al .3 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 3'-2" 0-101/2" 3'-01, 6'-8" SWING i 0'-1 3/4" 20.00 ENTRY, VERIFY HEAD HEIGHT (EX. OPENING) 0.20 02 2'-6" 6'-101/2" 21-4" 6-8" SWING ii 0'-1 3/8', 0.00 03 3'-0" 6'-101/2" 2'-10" 6-8" SWING ii 0'-1 3/8', 0.00 04 3'-2" 6'-101/2" 3'-0" 6'-8" SWING ii 0'-1 3/8', 20.00 20 MiN CLASS C FiRE RATED DR W/ SELF CLOSER 0.20 05 2-8" 6'-101/2" 2'-6" 6'-8" SWING ii 0'-1 3/8', 0.00 06 2-8" 6'-101/2" 2'-6" 6-8" SWING ii 0'-1 3/8', 0.00 07 2'-10" 6'-101/2" 2'-8" 6-8" SWING ii 0'-1 3/8', 0.00 08 4'-6" 6'-101/2" 41--4" 6-8" FRENCH i 0'-1 3/8', 0.00 FRENCH DOOR, TEMP GLAZING 09 3'-2" 6'-101/2" 3'-0" 6-8" FRENCHII 0'-1 3/8', 0.00 10 3'-2" 6'-101/2" 3'-0" 6'-8" SWING ii O'-1 3/4" 0.00 11 3'-2" 6'-101/2" 3'-0" 6'-8" SWING ii O'-1 3/4" 0.00 12 18'-3" 6-3 1/4" 18'-0" 8'-0" ROLL -UP O'-13/4" 0.00 TEMPERED I U I AL tX I tKIUK VUUK /\Kt/\: 9U.UU MANUFACTURER: INTERIOR: SIMPSON OR EQ, 50LiD CORE DOOR EXTERIOR: ANDERSEN OR SELECTED EXTERIOR DOORS TO BE NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER. GENERAL DOOR NOTES: 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. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS DOOR TYPE: NOTE: 1. REFER TO SCHEDULE FOR ALL DIMENSIONS UNLESS NOTED OTHERWISE. 2. REFER TO ADDITIONAL GENERAL DOOR NOTES ABOVE UNLE55 NOTED OTHERWISE. AS SCHED FRENCH i AS SCHED FRENCH 11 IF AS SCHEDULED ROLL -UP AS SCHED SWiNG 1 / / / / / / AS SCHED SWiNG 11 WINDOW SCHEDULE ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER AREA (SF) NOTES U-VAL WIDTH HEIGHT MAiN FLOOR 01 3'-01, 3'-01, 6'-8" C C 9.00 VER FiT iN EX R.O. HEAD HEIGHT 0.50 02 3'-0" 3'-0" 6'-8" B F, 9.00 VER FiT iN EX R.O. HEAD HEIGHT 0.50 03 2-10" 3'-10" 6'-8" C C 10.90 VER FiT iN EX R.O. HEAD HEIGHT 0.50 04 5'-0" 31-4" 6'-8" A C/C 16.70 MATCH EX HEAD HEIGHT, VER 0.50 05 6'-0" 4'-611 6'-8" 1 A I C/C 27.00 1 EGRESS, MATCH EX HEAD HEIGHT, VER 0.50 TOTAL EXTERIOR WiNDOW AREA: 72.60 NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER MANUFACTURER: ANDERSEN OR SELECTED SERIES: TO BE SELECTED GENERAL WiNDOW 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 EX15TiNG ROUGH OPENINGS WHERE WINDOWS ARE BEING REPLACED iN THE EXISTING OPENINGS PRIOR TO ORDERING THE WINDOWS 5. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS 6. TRANSLUCENT GLA55 TO BE SATIN ETCH. PROVIDE GLA55 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. WiNDOW TYPE: NOTE: 1. REFER TO SCHEDULE FOR ALL DIMENSIONS UNLE55 NOTED OTHERWISE. 2. REFER TO ADDITIONAL GENERAL WiNDOW NOTES ABOVE UNLESS NOTED OTHERWISE. 0 u C I OPERABILITY KEY I A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE S.H. = SINGLE HUNG H = HOPPER w CU z w 0 U Cfl CV O w ; � Q Q z_ _ � N Lr) O ti Q z Lu CQ G z I 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE 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: 8/2/2023 REV 1: 9/18/2023 PERMIT SET WINDOW AND DOOR SCHEDULES RESUB Nov 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AlA NORTH ELEVATION SCALE:1/4" = 1'-0" EX GRADE WEST ELEVATION SCALE:1/4" = P-0" EXiSTiNG 11 i 12 51/2"+/- VER MATCH 12 51/2 02 01 `� NEW EXISTING NEW EXISTING ASPHALT COMPOSITION ROOFiNG TO MATCH EXISTING, TYP.; VERIFY SELECTION W/ OWNER EXISTING MASONRY FIREPLACE, VERIFY CHIMNEY HEIGHT MiN. 2'-0" ABOVE ROOF POINT 10'-0" AWAY, EXTEND AS REQ'D BUILDING HEIGHT LiMiT (ELEV=1053.2') PROVIDE CONTINUOUS RIDGE VENT, TYP. 2X WOOD FASCIA PER WALL SECTION AND DETAILS, TYP. ROOF EL =17-8 7/8"+/- EL=1047.2'+/- (T.O. ROOF OVERFRAMiNG) HORIZONTAL SiDiNG, PAINT TO MATCH, TYP.; VER SELECTION W/ OWNER NEW SiPING TO MATCH ADDITION, TYP. EX MAiN FLOOR PLATE EL = 8'-0 3/8"+/- EL=1037.5'+/- (T.O. EX PLATE) CEDAR TRELLIS AND DECK FAiL PER DETAILS CEDAR DECK FASCIA, TYP. EX MAiN FLOOR EL = 0'-0"+/- EL=1029.44'+/- _. (T.O.EXSUBFL00P\)— _._._._._._._ =1028.2' EX GRADE BUILDING HEIGHT LIMIT (ELEV=1053.2') — . — . — w CU Z W 0 U CV O w ; � Q Q Z I � N � O ti r) Z w Q 75 Z I 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHING TON ra raw% I I H 2 D A R C H IT 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: 8/2/2023 REV 1: 9/18/2023 PERMIT SET EXTERIOR ELEVATIONS RESUB Nov 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2.0 EAST ELEVATION SCALE:1/4" = 1'-0' SOUTH ELEVATION SCALE:1/4" = 1' 0" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BUILDING HEIGHT LiMiT r;' JI x /rnT- l` K 1Tlk II 1 11 — nrn/-`r r — it T\i10 AVERAGE EXISTING GRADE EL=1028.2' BUILDING HEIGHT LiMiT (ELEV=1053.2') rlin/l\/rnr /"/%KI TK II I/ll I R Orn/"r \/1�AIT rvYi AVERAGE EXISTING GRADE EL=1028.2' w U z W 0 U CV O w ; � Q Q z = � N � O ti r) z w Q 75 z I 9716 REGISTERED �p ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H IT 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: 8/2/2023 REV 1: 9/18/2023 PERMIT SET EXTERIOR ELEVATIONS RESUB Nov 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2.1 FiNiSH GRADE ATTIC EX BEDROOM EXISTING CRAWL SPACE EXISTING BUILDING SECTION SCALE: 1/4" - 1' 0'' OVER -FRAMING PER STRUCTURAL, TYP.- CLO BATH EX EXISTING BUILDING SECTION SCALE: 1/4" - 1'-0'' ATTIC NEW 125-1/2 (VER) ATTIC EXISTING DINING EXISTING CRAWL SPACE EXISTING 12 5-1/2 (VER) TOP OF PLATE 1'-0"O.H. P. BEDROOM NEW TOP OF SUBFLOOR MATCH EXISTING), FiNiSH GRADE CRAWL SPACE NEW J 3 A4.0 1 A4.0 BEAMS PER C rOI I/`r1 1rD A I w CU z W 0 U CV O LIJ ; � Q Q z_ _ O r) Z Lu 5� G z I 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H IT 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: 8/2/2023 REV 1: 9/18/2023 PERMIT SET BUILDING SECTIONS RESUB Nov 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BUILDING SECTION SCALE: 1/4" - 1' 0" BUILDING SECTION LJ ) SCALE:1/4" - 10" A3.0 �I / I / I / I / I / / I I I I I I I I I I I I I I I I 1 I I I \ TYP RAKE ASSEMBLY \ 1.4-0. \ WALL SECTION SCALE: 1/2" = 1' O" TYP. ROOF ASSEMBLY PER DETAIL 3/A4.0 OUTLOOKER PER STRUCTURAL, TYP SOFFIT TO MATCH EXiSTiNG NOTCH FULL DEPTH KIM EA. OUTLOOKER PER STRUCTURAL, TYP METAL SiDEWALL FLASHING, RUN UP WALL MiN 8" TYP GABLE END WALL/EXT. WALL ASSEMBLY PER DETAIL 3/A4.0 (SiM.) R-21 RiGiD INSULATION REQ'D Cad 2X4 GABLE END WALL K-49 ATTIC INSULATION 1/2" AiR SPACE, TYP. WD FASCIA TO MATCH EX (VER); PAINTED, TYP. METAL DRiP EDGE NEW VAULTED ROOF ASSEMBLY iii�1i 1111!.'h9FQ'w TYP NEW VAULTED ROOF ASSEMBLY WiTH DROPPED CEILING AT BATH/HALL -ASPHALT COMPOSITION SHINGLE ROOFING TO MATCH EX (VER) -WEATHER-RE515TANT BARRIER DRAINAGE PLANE RATED FOR ROOF APPLICATION, INSTALL SHINGLE FASHION AND PER MFR. KEQ'S, TYP. -CDX PLYWOOD PER STRUCTURAL -FRAMING PER STRUCTURAL -BAFFLE FOR MiN 1" AIRSPACE -R-38 H.D. GATT INSULATION -R-49 GATT INSULATION AT ATTIC SPACE, TYP. -CEILING JOISTS PER STRUCTURAL -5/8" GWB -PVA PRIMER AND PAINT ROOF ASSEMBLY AT GARAGE -ASPHALT COMPOSITION SHINGLE ROOFING TO MATCH EX (VER) -iCE AND WATER SHIELD OR UNDERLAYMENT PER ROOFING MFR (T.B.S.) -CDX PLYWOOD PER STRUCTURAL -OVER-FRAMING PER STRUCTURAL -CDX PLYWOOD PER STRUCTURAL -ROOF RAFTERS AND COLLAR TiES PER STRUCTURAL (ALIGN W/ EX TRUSSES) -2X6 FULL HEIGHT WALL -R-21 GATT INSULATION -1/2" GWB REQUIRED BETWEEN GARAGE AND HOUSE; FULL HEIGHT TO ROOF SHEATHING, TYP. HEADER PER STRUCTURAL W/ R-10 RiGiD INSULATION, TYP. II I I I I I I I I 1 II TYP NEW VAULTED ROOF ASSEMBLY BLOCKING W/ (4) 2-1/2" DIAMETER HOLES PER BAY W/ NOWCORR051VE INSECT SCREEN EAVE FRAMING PER STRUCTURAL METAL DRiP EDGE K STYLE METAL GUTTER WD FASCIA TO MATCH EX (VER); PAINTED, TYP. 2" CONTINUOUS FLUSH SOFFIT VENT W/ NON -CORROSIVE WiRE SCREEN SOFFIT TO MATCH EXISTING 1/2" AIRSPACE TYP TYP EXTERIOR WALL ASSEMBLY TYP NEW EAVE ASSEMBLY TYP NEW VAULTED ROOF ASSEMBLY -ASPHALT COMPOSITION SHINGLE ROOFING TO MATCH EX (VER) -WEATHER-RESISTANT BARRIER DRAINAGE PLANE RATED FOR ROOF APPLICATION, INSTALL SHINGLE FASHION AND PER MFR. REQ'S, TYP. -CDX PLYWOOD PER STRUCTURAL -FRAMING PER STRUCTURAL 12 -BAFFLE FOR MiN 1" AIRSPACE 5-1/2 (VER) -R-38 H.D. GATT INSULATION _——— — — — — —-- -5/8"GW13 i -PVA PRIMER AND PAINT METAL DRiP EDGE, TYP \ CONTINUOUS ALUMINUM \ K-STYLE GUTTER TYP �J I WD FASCIA TO MATCH EX (VER); PAINTED, TYP. 2" CONTINUOUS FLUSH SOFFIT VENT O.H. W/ NOWCORR051VE WiRE SCREEN SOFFIT TO MATCH EXISTING I\ I 1 HEADER PER STRUCTURAL W/ R-10 A5.0 RiGiD INSULATION, TYP. TYP MAIN FLOOR ASSEMBLY -FiNiSH FLOOR PER PLAN -PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL 5 2 -R-30 GATT INSULATION OVER UNCONDITIONED SPACES 5.0 A5.0 TYP MAIN FLOOR ASSEMBLY / TYP EXT 2X6 WALL ASSEMBLY 3 PER DETAIL 3/A4.0 I 5.0 -SiDiNG PER ELEVATIONS \ -HYDRO GAP DRAiNABLE HOUSE WRAP F�A5 WEATHER-RESISTANT BARRIER, OR APPROVED EQUAL -CDX PLYWOOD PER STRUCTURAL -2X6 FRAMING PER STRUCTURAL �" -R-21 GATT INSULATION / \I 1/2" GWE3 EXISTING GARAGE SLAB -PVA PRIMER AND PAINT SAWCUT, REMOVE & REPLACE AS I REQ'D FOR NEW FDN EXCAVATIONW-1 I , �: '.:' SLOPE—► FiN GRADE & CONSTRUCTION PER STRUCTURAL z P.T. PLATE W/ SiLL SEALER, TYP P.T. PLATE W/ SILL SEALER, TYP p O C�7 N o DRAiNDOARD OVER TREMPROOF 250GC, XYPEX OR APPROVED EQUAL FOUNDATION AND FOOTING PER STRUCTURAL WATERPROOFING 9 ALL NEW 5ELOW GRADE 10MIL POLYETHELENE VAPOR BARRIER AT FOUNDATIONS, TYP INSTALL 4" PERFORATED FOOTING DRAIN iN CRAWLSPACE TYP, LAP EDGES 12" MiN, DRAIN ROCK. TiE TO EXISTING FTG DRAIN, RUN UP WALLS 12" MiN. VERIFY EXISTING WALL SECTION SCALE: 1/2" = 1' 0" WALL SECTION SCALE: 1/2" = 1'-0" SURROUND 4" PERFORATED PVC PiPE DRAIN BY 6" MiN 1" MINUS WASHED ROCK ENCIRCLED WiTH NON -WOVEN GEOTEXTiLE FILTER FABRIC (MiRAFi 14DN, SUPAC 4NP OR SIM); AT HIGHEST POINT PERFORATED PiPE INVERT SHOULD BE AT LEAST 6" DELOW BTM OF SLAD FLOOR OR LEVEL OF CRAWLSPACE. DiSCHARGE PiPE FOR SUBSURFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. FOUNDATION AND FOOTING PER STRUCTURAL 10MiL POLYETHELENE VAPOR BARRIER AT CRAWLSPACE TYP, LAP EDGES 12" MiN, RUN UP WALLS 12" MiN. (2) 2X8 CEDAR TRELLIS BEVEL CUT ENDS, T"" 2X8 CEDAR TKELLi 6X6 CEDAR POST ATTACH PER STRL 5/4X6 BEVELED CE ALTERNATE 10 & CEDAR RAiL W/ 2" 4X4 CEDAR POST RUN CEDAR DECKiI 5/4X10 CEDAR FAE 4"X4" +/- BLOCKiNC TO BE HELD PROUI CONCRETE PLINTH, BEAM WHERE OCCi PER STRUCTURAL CONCRETE FOOTiNI PER STRUCTURAL WOOD DECKING W/ ON JOISTS PER Sl 1 Ul./ TRELLIS DETAIL SCALE: 1/2" - 1' 0' w U Z w 0 U CV W w rn Q Q Z 2 � N L0 O Z Lu CQ G Z I 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H IT 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: 8/2/2023 REV 1: 9/18/2023 PERMIT SET WALL SECTIONS RESUB Nov 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4.0 iNTER10R EXTERIOR iNTERiOR EXTERIOR R-10 FOAM Cad HEADER TYP TYP EXTERIOR WALL ASSEMBLY HEADER PER STRUCTURAL OR EXIST SELF-ADHESIVE WATERPROOF MEMBRANE INSTALL PER 7/A5.0 1/2" GWB MTL FLASHING OVER WD TRiM WD TRiM PER TYP DETAIL 13/A5.0 WD TRiM PER TYP DETAIL WINDOW LINER 12/A5.0 WINDOW PER WINDOW SCHEDULE TYP WINDOW HEAD TYP EXTERIOR WALL ASSEMBLY WD TRiM PER TYP DETAIL 12/A5.0 SELF-ADHESIVE WATERPROOF MEMBRANE INSTALL PER 7/5.0 WD TRiM PER TYP DETAIL 13/A5.0 1/2" GWB TYP WINDOW JAM B 2 =1'-0" SiLL PER TYP DETAIL E2x WD SiLL W/ SLOPE & DRiP SELF-ADHESIVE WATERPROOF MEMBRANE, INSTALL PER 7/A5.0 TYP EXTERIOR WALL ASSEMBLY INTERIOR EXTERIOR TYP WINDOW SILL 3 1��=1'-0�� TYPICAL WINDOW NOTE: 1. INSTALL BACKER ROD AND/OR FOAM INSULATION 0 ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP NOT USED NOT USED NOT USED 1" -1'-0" R-10 FOAM 9 TYP EXTERIOR YP HEADER TYP__ WALL ASSEMBLY 1/2" GWB SELF-ADHESIVE WATERPROOF WD TRim MEMBRANE INSTALL PER DETAIL PER TYP &/A5.0 DETAIL 15/A5.0 MTL FLASHING OVER WD TRiM HEADER PER STRUCTURAL""PREPRiMED CEDAR TRiM PER TYP DETAIL 14/A5.0 DOOR JAMB -HUNG DOOR PER SCHEDULE WEATHER -PRE STRiPPiNG TYP ____/ TYP EXTERIOR DOOR HEAD 1" =1'-0" TYP EXTERIOR WALL ASSEMBLY SELF-ADHESIVE WATERPROOF MEMBRANE INSTALL PER DETAIL 8/A5.0 WD TRiM PER TYP DETAIL 14/A5.0 WEATHERSTRIPPING TYP PRE -HUNG DOOR PER SCHEDULE DOOR JAMB WD TRiM PER TYP DETAIL 15/A5.0 1/2" GWB TYP EXTERIOR DOOR JAMB % 1" =1'-0" DOOR PAN EXTERIOR DOOR W/ INTEGRAL THRESHOLD BACKER ROD (2) BEADS OF BUTYL CAULK FiNiSH FLOOR ALONG SILL, 1" INSIDE FRONT AND TYP FLOOR _ REAR EDGES, EXTEND CAULK 3" ASSEMBLY UP SIDES OF ROUGH OPENING SELF ADHESIVE FLEXIBLE FLASHING, 5LEXTEND OVER LEDGER CAULK 5UB SiLL OR SHiM a 2X CEDAR TRiM TO BE PRESSURE TREATED ° TYP DOOR THRESHOLD 5/4 X 4 PRE -PRIMED EXT. RATED TRiM W/ MITERED CORNERS WINDOW PER WINDOW SCHEDULE 2x_ WOOD SiLL, WiTH SLOPE AND DRiP, SET PROUD OF FACE OF SiDE TRiM TYP TYP E�XT�.W TR�IM TYP WALL ASGc""R' " 1/2"x4" WOOD F PAINTED, TYP. VER. SELECTiO OWNER PRIOR " INSTALLATION FiNiSH FLOORif TYP WD BASE DTL TYP ASSEMBLY: -TILE -THIN SET -CEMENT BACK BOARD -WATERPROOF MEMBRANE -FRAMED WALL RECESSED SHELF SLOPE SiLL TO DRAT SiLL MATERIAL PER FiNiSH SCHEDULE BLOCKING FRAMED WALL TYP RECESSE�DSH ELF DTL TAPE WEATHER KE515TiVE BARRIER G INSTALLED WINDOW WATERPROOF AIRTIGHT TAPE WEATHER RESISTIVE FOLD UP WEATHER RESISTIVE BARRIER AND TEMPORARILY SECURE EXTERIOR SHEATHING SiLL PLATE SiLL TAPE (WATERPROOF, AIRTIGHT TAPE) WINDOW FLASHING 1. CUT THE WRB FLUSH WiTH THE ROUGH OPENING 6. INSTALL FLANGED WINDOW AND FASTEN TO 2. CUT THE WRB AT 45 DEGREE ANGLE TO A POINT STRUCTURE PER MFR'S INSTRUCTIONS. 9" UP AND 9" OUT FROM THE UPPER CORNERS OF 7 WRB AT TOP FLANGE: UNFOLD WRB AND RUN iT THE ROUGH ENING OVER THE TOP OF FLANGE. 13 FLAP AT HEAD AND TEMPORARILY 3. FOLD UP WRB FLAP 8. FLANGE TAPE: USE FLANGE TAPE TO SEAL SECURE WITH MASKING TAPE 50 THAT IT CAN BE BOTTOM FLANGE TO THE WRB. PRESS FIRMLY TO INSTALLED OVER THE HEADER FLANGE OF THE AFFIX. 9. TAPE THE SiPE FLANGES TO THE WRB. WINDOW LATER. 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. 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 50 THAT ALL TAPE JOINTS ARE PROPERLY SHiPLAPPED. 5. INSTALL SiLL TAPE ON WINDOW SiLL, EXTENDING iT UP EACH SiDE A MiN OF 4". ACCURATELY PRESS INTO CORNERS. OVERLAP THE VERTICAL FACE OF THE WRB APPROXIMATELY MiN 1". TRiM AND PRESS/STRECH AROUND BOTH CORNERS. TYP WINDOW FLASHING DTL OR SiM. 1\11/ N.T.S. 1/2" X 4" WOOD TRiM W/ MITERED CORNERS VER. W/ OWNER PRIOR TO INSTALLATION, TYP. WINDOW PER WINDOW SCHEDULE 5/4x_ WOOD SiLL, PAINTED 1 TYP I NT. WN DW TRIM CL DOOR, WHERE OCCURS FiNiSH WOOD FLOORING SCHLUTER SCHiENE TRANSITION STRIP, ALUMINUM �TiLE FLOORING SUBFLOOR I (� TYP WD TO TILE L V) 1" =1'-O" WATERPROOF AIRTIGHT TAPE ' FOR SEALING AROUND DOORS / DOOR FLASHING 1. CUT THE WRB FLUSH AT THE DOOR R.O. / 2. AT THE DOOR R.O. HEAD, CUT THE WRB AT 45 DEGREE ANGLE TO A POINT 9" UP AND 9" OUT FROM THE UPPER CORNERS OF THE ROUGH OPENING 3. FOLD UP WRB FLAP AT HEAD AND TEMPORARILY SECURE WiTH MASKING TAPE 50 THAT iT CAN BE INSTALLED OVER 6. INSTALL WP AIRTIGHT TAPE ON THE JAMB AND THE HEADER FLANGE OF THE WINDOW LATER. INTO THE FULL INTERIOR DEPTH OF THE ROUGH 4. FOLD BACK THE OTHER TWO EDGES OF THE WRB INTO THE OPENING OVERLAPPING THE WRB. ROUGH OPENING AND SECURE WiTH AIRTIGHT TAPE. ADD A 7. INSTALL WP AIRTIGHT TAPE TO THE HEAD BACK DAM OR SLOPE SiLL AT THE BOTTOM OF THE R.O. 8. TAPE THE DIAGONAL CUTS iN THE WRB ABOVE THE DOOR HEAD. 5. INSTALL WATERPROOF AIRTIGHT TAPE ON SiLL AND INTO FULL DEPTH OF ROUGH OPENING, EXTENDING iT UP EACH *NOTE: MAKE SURE TAPING 15 DONE FROM BOTTOM SiDE A MiN OF 6". ACCURATELY PRESS INTO CORNERS. TO TOP 50 THAT ALL TAPE JOINTS ARE PROPERLY OVERLAP THE VERTICAL FACE OF THE WRB APPROXIMATELY SHiPLAPPED. MiN 3". TRiM AND PRESS/STRECH AROUND BOTH CORNERS. TYP DOOR FLASHING DTL @ EXTERIOR Q OR APPROVED EQUAL N.T.S. 1/2" X 4" WOOD TRiM W/ 5/4 X 4 PRE -PRIMED MITERED CORNERS EXT. RATED TRiM W/ VER. W/ OWNER PRIOR MITERED CORNERS TO INSTALLATION, TYP. LiNE OF DOOR LiNE OF DOOR JAMB, TYP JAMB, TYP DOOR PER DOOR DOOR PER DOOR SCHEDULE SCHEDULE TYP EXT. DOOR TRIM TYP �NT�.D OOR TRI M TiLE TEMPERED GLASS SHOWER PANEL BUILT-UP CURB LOW PROFILE ALUMINUM OR FLOOR TILE OVER 31/2 S.S. U-CHANNEL SUBSTRATE AND BED OF SEALANT SUBFLOOR N SHOWER TYP FLOOR TiLE OVER MUD SET ASSEMBLY PAN, SLOPE TO DRAIN, TYP *FULLY WATERPROOF SHOWER FLOOR AND CURB TYP 21 TYP U-CHANNEL DTL CURB TEMPERED CLEAR GLASS SHOWER PANEL BED OF SEALANT - TILE GWB WATERPROOFING OVER CEMENT - SHWR LOW PROFILE ALUMINUM OR 5.5. U-CHANNEL BACKER BOARV- �TiLE FRAMED WALL *FULLY WATERPROOF SHOWER WALLS TYP TYP U�-CHANNEL WALL =1_0PLAN ViEW OR APPROVED EQUAL GWB, UNO WD TRiM PER TYP DETAIL 15/A5.0 DOOR FRAME DOOR PER SCHEDULE TYP I N�TDOOR HEAD EATHER-RESISTIVE TEMPORARILY WEATHER -RESISTIVE WRAP INTO OPENING WATERPROOF AIRTIGHT TAPE LEDGER FLASHING SEAL TOP OF JOISTS UNDER DECKING DOOR PER SCHEDULE DOOR JAMB WD TRiM PER TYP DETAIL 15/A5.0 GWB, UNO w U z w 0 N W w rn Q Q z_ _ (D 0 N � O 2i z w CQ G z I 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON A TEE 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: 8/2/2023 REV 1: 9/18/2023 PERMIT SET TYP. DETAILS RESUB Nov 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A5.0 STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE MINIMUM LAPS AND EMBEDMENT GALVANIZATION ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: ROOF 15 PSF FLOOR 15 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF RESIDENTIAL 40 PSF EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-16 SECTION 12.8. SITE CLASS D (DEFAULT) SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.311 ONE SECOND SPECTRAL RESPONSE ACCEL (SI) 0.465 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 1.049 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.569 RISK CATEGORY II SEISMIC IMPORTANCE FACTOR 00 1.0 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE -RESISTING -SYSTEM WOOD SHEAR WALLS RESPONSE MODIFICATION FACTOR, (R) 6.5 REDUNDANCY FACTOR (p) 1.0 SEISMIC RESPONSE COEFFICIENT (CS) 0.161 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-16 SECTION 12.7.2. SS BASE SHEAR (V), V = CSW = RIDI W WIND LOADS: UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED BELOW: f c = 2500 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 24 18 9 30 23 12 #4 31 24 12 41 31 15 #5 39 30 15 51 39 19 #6 47 36 18 61 47 23 #7 68 53 21 89 68 27 #8 78 60 24 102 78 30 NOTE: 1. ALL LENGTHS ARE IN INCHES. 2. ALL LAP SPLICES ARE CLASS B. 3. "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. CONCRETE COVER ON REINFORCING CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE EXPOSED TO EARTH AND WEATHER: #6 BARS AND LARGER 2" #5 BARS AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS AND JOISTS 3/4" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2" BASIC WIND SPEED (3 SECOND GUST) 97 MPH CONCRETE GENERAL NOTES EXPOSURE B KZT 1.31 VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS. IN ADDITION, THERE SHALL BE A Al SEE PLANS FOR ADDITIONAL DESIGN LOADS. HORIZONTAL BAR AT A MAXIMUM OF 3" FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS. STATEMENT OF SPECIAL INSPECTIONS PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING WITH TENSION LAP SPLICE AT EACH SIDE PER TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP. SPECIAL INSPECTIONS ARE NOT REQUIRED. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO FOUNDATIONS: SPREAD FOOTINGS POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT. SOILS REPORT: REPORT NOT AVAILABLE AT TIME OF DESIGN ALLOWABLE SOIL PRESSURE LATERAL EARTH PRESSURE: UNRESTRAINED: RESTRAINED: PASSIVE: COEFFICIENT OF FRICTION 1500 PSF (ASSUMED) 35 PCF + ANY APPLICABLE SURCHARGE 50 PCF + ANY APPLICABLE SURCHARGE 300 PCF 0.35 FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12" OF COMPACTED STRUCTURAL FILL AS REQUIRED AND AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE. IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE THAN 10% FINES (PASSING THE #200 SIEVE). FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12") INCHES IN LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST METHOD D1557. EXCAVATIONS AND DRAINAGE INSTALLATION SHALL BE OBSERVED BY A SOILS ENGINEER RETAINED BY THE OWNER. IF EXCAVATION SHOWS SOIL CONDITIONS TO BE OTHER THAN THOSE ASSUMED ABOVE NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. Isiolk ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH CHAPTER 26 OF ACI 318 AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (fc) AND MIX CRITERIA SHALL BE AS FOLLOWS: MAXIMUM MIN CEMENT TYPE OF CONSTRUCTION f'c* WATER/CEMENT CONTENT PER CUBIC MAXIMUM SHRINKAGE STRAIN RATIO YARD SLABS ON GRADE 4000 PSI 0.50 5 1/2 SACK N/A WALLS AND FOOTINGS 4000 PSI 0.50 5 1/2 SACK N/A THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 26 OF ACI 318. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI 318 TABLE 19.3.3.1 FOR MODERATE EXPOSURE CLASS F1. *PROVIDE f'c SPECIFIED IN TABLE FOR DURABILITY REQUIREMENTS. 2500 PSI CONCRETE MEETS STRENGTH REQUIREMENTS, THEREFORE SPECIAL INSPECTION IS NOT REQUIRED. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH ACI SP-66 AND ACI 318, LATEST EDITIONS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET -SETTING EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REFER TO CHAPTER 25 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE AROUND OPENINGS GREATER THAN 12" IN EITHER DIRECTION WITH (2) #5 EACH SIDE AND (1) #5 x 4'-0" DIAGONAL AT EACH CORNER. EXTEND BARS 2'-0" BEYOND EDGE OF OPENING. IF 2'-0" IS UNAVAILABLE, EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. PROVIDE 3/4" CHAMFER AT ALL CORNERS EXCEPT AS NOTED. LUMBER ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc (PSI) LIGHT FRAMING (STUDS) HEM -FIR STUD 675 800 2x JOISTS AND PLANKS HEM -FIR #2 850 - PLATES AND BLOCKING HEM -FIR #2 850 - 6x AND LARGER BEAMS AND STRINGERS DOUG-FIR #2 875 - 4x AND SMALLER BEAMS AND STRINGERS HEM -FIR #2 850 - ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000 REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: NAIL SHANK 0 MIN LENGTH 8d COMMON 0.1310 2 1/2" SHANK 10d COMMON 0.1480 3" SHANK 12d COMMON 0.1480 3 1/4" SHANK 16d COMMON 0.1620 3 1/2" SHANK 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148" 0 x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NDS 12.1.4.2. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED ACCORDING TO THE FOLLOWING TABLE: GALVANIZATION UNTREATED WOOD CCA-C SBX ACQ-C ACQ-D CBA-A CA-B OTHER BORATE ACZA OTHER PT WOOD G90 X X X G 185 X X X X X X HDG X X X X X X STT300 X X X X X X X X G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA HDG = HOT DIP GALVANIZED SST300 = TYPE 316L STAINLESS STEEL RATED SHEATHING RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE IN CONFORMANCE WITH IBC STANDARD 2303.1.5. TIMBERSTRAND, MICROLLAM, AND PARALLAM MEMBERS FABRICATED IN CONFORMANCE WITH THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES) REPORT NO. ESR-1387 OR CCMC REPORT NO. 12627-R, 08675-R, AND 11161-R. EACH MEMBER SHALL BE IDENTIFIED BY A STAMP INDICATING THE PRODUCT TYPE AND GRADE, ICC-ES OR CCMC REPORT NUMBER, MANUFACTURER'S NAME, PLANT NUMBER AND INDEPENDENT INSPECTION AGENCY'S LOGO. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL MEET THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fv (PSI Fc (PSI) BEAMS & POSTS LVL 2.0E 2,600 285 2,510 BEAMS (d >_ 9 1/2") PSL 2.0E 2,900 290 - TIMBERSTRAND, MICROLLAM, AND UNTREATED PARALLAM MEMBERS ARE INTENDED FOR DRY -USE APPLICATIONS. UNLESS NOTED OTHERWISE, ENGINEERED WOOD BEAMS EXPOSED TO WEATHER SHALL BE TREATED PER MANUFACTURES RECOMMENDATIONS. TYPICAL FRAMING NOTES 1. BEARING WALL FRAMING 2x STUDS @ 16" OC FOR ALL SHEAR AND/OR BEARING WALLS UNO. REFER TO FRAMING PLAN NOTES FOR TYPICAL DOOR & WINDOW HEADERS NOT CALLED OUT ON THE PLANS. HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD UNO. COLUMNS BELOW FLUSH MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT OTHERWISE SHALL BE TWO STUDS. 2. WALL BASE PLATE ON CONCRETE WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE -TREATED. FOR ALL EXTERIOR AND INTERIOR WALLS, BOLT PLATES OR SILLS TO CONCRETE STEM WALLS OR THICKENED SLAB FOOTINGS WITH 5/8 INCH DIAMETER ANCHOR BOLTS WITH 7 INCH MINIMUM EMBEDMENT. PLACE AT 5'-0" OC MAXIMUM FOR SHEAR WALLS, AND AT 6-0" OC FOR BEARING WALLS AND OTHER PARTITIONS. USE MINIMUM OF TWO ANCHOR BOLTS PER SILL AND PLACE ONE WITHIN 12 INCHES OF END OF PLATES, TYPICAL UNLESS NOTED OR DETAILED OTHERWISE. REFER TO SHEAR WALL SCHEDULE. AT ALL SILL PLATE ANCHOR BOLTS, CONTRACTOR SHALL INSTALL 1/4" x 3" x 3" FLAT PLATE WASHERS. INTERIOR NON-STRUCTURAL WALLS MAY BE ANCHORED TO CONCRETE SLAB -ON -GRADE WITH 1/4" x 3" POWDER ACTUATED FASTENERS WITH 3/4" WASHERS AT 16" OC AND WITHIN 6" OF END OF PLATES. 3. ROOF AND FLOOR FRAMING PROVIDE 1 1/2" FULL DEPTH BLOCKING FOR JOISTS AND RAFTERS AT ALL SUPPORTS AND AT 8'4" OC MAXIMUM UNO. INTERMEDIATE 8'-0" OC BLOCKING NOT REQ'D IF GWB CEILING IS INSTALLED DIRECTLY TO UNDERSIDE OF FRAMING. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST SPAN. PROVIDE TRUSS BLOCKING PANELS FOR ROOF TRUSSES AT SUPPORTS AND SHEAR WALLS, AND WHERE INDICATED ON PLANS AND DETAILS. 4. DIAPHRAGM NAILING ALL SHEAR WALLS, FLOOR AND ROOF DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT ON SCHEDULES OR ON THE PLANS. EXTERIOR WALLS NOT INDICATED AS SHEAR WALLS SHALL BE SHEATHED AND NAILED TO SUPPORTING FRAMING WITH 8d NAILS AT 6" OC AT ALL PANEL EDGES AND 12" OC AT ALL INTERMEDIATE SUPPORTS. THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE DIAPHRAGMS CAN BE INSTALLED FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16" ARE NOT ACCEPTABLE. 5. ALLOWABLE STUD AND PLATE PENETRATIONS CUTTING AND/OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOT EXCEED 25% OF THE STUD/PLATE WIDTH IN EXTERIOR AND BEARING WALLS AND SHALL NOT EXCEED 40% OF THE STUD/PLATE WIDTH IN ANY NON -BEARING PARTITIONS. BORED HOLE DIAMETER IS LIMITED TO 40% OF STUD/PLATE WIDTH IN ANY STUD AND MAY BE 60% IN NONBEARING PARTITIONS OR IF STUD IS DOUBLED. MAINTAIN 5/8" MINIMUM EDGE DISTANCE FROM HOLE EDGE. 6. GYPSUM WALLBOARD NAILING ALL GYPSUM WALLBOARD SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES WITH 6d COOLER NAILS OR NO. 13 GAUGE x 1 5/8" @ 7" OC (5d COOLER NAILS FOR 1/2 INCH GYPSUM SHEATHING). TYPICAL UNLESS NOTED OTHERWISE. INSTALLATION OF GWB SHALL BE SUCH THAT JOINTS ARE STAGGERED ON EACH SIDE OF A SINGLE WALL. EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. LEGEND DEFINITION SYMBOL DEFINITION SYMBOL DIRECTION OF FRAMING NATIVE SOIL GRANULAR FILL STRUCTURAL STEEL RATED SHEATHING SHEAR WALL (SEE SCHEDULE) COLUMN MARK (SEE SCHEDULE) l � in � in � in � M � E - - - - - EXTENT OF FRAMING COLUMNS COLUMN BEARING ON BEAM BEAM CONTINUOUS OVER SUPPORT CONCRETE WALL loor P Ill SWX ell BEARING STUD WALL NON -BEARING STUD WALL BEARING STUD SHEAR WALL NON -BEARING STUD SHEAR WALL FOOTING MARK (SEE SCHEDULE) HOLDOWN MARK (SEE SCHEDULE) HANGER MARK (SEE SCHEDULE) FLAG NOTE (SEE PLAN NOTES) O O CMU WALL STEEL MOMENT FRAME CONN. P, �V ENGINES RING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 09/18/23 mrlj m W I-_ 00 00 C) rn O O DESIGN: LMS DRAWN: LVW CHECK: DTR JOB NO: 23144.10 DATE: 07/28/23 La U Z La 0 W ? N 0 W 00 Z > (3) a- < r D �--' I r, o Z Lo Q r 0 Z c c 0 _ W SHEET: W O Z 0 RESUB CITY EDMO S ENT ICES DE RTIM ■ EN I ■ � ■ 7 ■ � ■ � wided by EORI sign is as in 9/18/2023 re 3. Please see a type O and is to i FOUNDATION AND MAIN FLOOR FRAMING PLAN SCALE: 1/4" = V-0" FOUNDATION AND MAIN FLOOR FRAMING PLAN NOTES: 1. FOOTINGS AND SLAB ON GRADE SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL. 2. REFER TO PLAN AND "CONCRETE GENERAL NOTES" ON SHEET S1.1 FOR CONTROL JOINT PLACEMENT AND DETAIL 2/S4.1 FOR CONTROL JOINT CONSTRUCTION. 3. FQ INDICATES FOOTING TYPE. REFER TO FOOTING SCHEDULE ON SHEET S3.1 FOR SIZE & REINFORCEMENT. 4. REFER TO SHEET S4.1 AND S4.2 FOR FOUNDATION DETAILS. 5. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. REFER TO SHEET S1.1 FOR ADDITIONAL CONCRETE DETAILING REQUIREMENTS. 6. FOUNDATION LEVEL HOLDOWNS ARE SHOWN ON ROOF FRAMING PLAN. REFER TO HOLDOWN SCHEDULE ON SHEET S3.1 FOR HOLDOWN TYPES AND ROOF FRAMING PLAN FOR HOLDOWN ANCHOR BOLT LOCATIONS. 7. REFER TO ROOF FRAMING PLAN AND SHEAR WALL SCHEDULE ON SHEET S3.1 FOR LOCATION OF SHEAR WALL ANCHOR BOLTS. ANCHORAGE AT NON -SHEAR WALLS SHALL BE PER STRUCTURAL NOTES. 8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, AND CONCRETE ROUGH OPENINGS WITH ARCHITECTURAL DRAWINGS AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. 9. REFER TO DETAIL 3/S4.1 FOR PIPE PENETRATIONS THROUGH CONCRETE WALL OR FOOTINGS. 10. FLOOR SHEATHING SHALL BE 3/4" PI 48/24 WITH 10d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES AND SHEAR WALLS AND 12" OC AT INTERMEDIATE FRAMING. FOR SHEATHING LAYOUT AND NAILING REFER TO DETAIL 2/S5.1. NLL & FTG DLE FTG XY&4" 2'-0" 0 T-0" 4'-0" ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 09/18/23 M M W Q 00 00 0 n O\i 00 DESIGN: LMS DRAWN: LVW CHECK: DTR JOB NO. 23144.10 DATE: 07/28/23 Z Q W U Z LZLI 0 0 Q w � N Z � W 00 z > 0) Z ^' CL a 00 D� �O r\ V 0 0 LL. Z Q Z Z 0 _ LI L,L SHEET: RESUB Nov 02 2023 CIT EDMOND VqdFrMT SE S EP MENT ■ P BLKG BELO FU ROOF FRAMING PLAN SCALE: 1/4" = V-0" TYPICAL ROOF FRAMING PLAN NOTES: 1. WALLS SHOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING. 2. ROOF SHEATHING SHALL BE 1/2" PI 40/20 WITH 8d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES, SHEAR WALLS, COLLECTORS, AND BLOCKING INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE 8d COMMON NAILS @ 12" OC. REFER TO DETAIL 2/S5.1 FOR SHEATHING LAYOUT AND NAILING. 3. UNLESS NOTED OTHERWISE, HEADERS SHALL BE 4x6 HF#2 WITH (1) 2x CRIPPLE STUD & (1) FULL HEIGHT STUD. 4. STUD WALL FRAMING SHALL BE 2x HF STUDS @ 16" OC FOR ALL STUD WALLS SHOWN ON THE PLAN. 5. REFER TO SHEET S6.1 FOR TYPICAL ROOF FRAMING DETAILS. 6. REFER TO DETAIL 3/S5.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. 7. REFER TO THE STRUCTURAL NOTES SHEET FOR COLUMNS SUPPORTING TYPICAL BEARING WALL HEADER BEAMS. 8. UNO, ALL POSTS SHALL BE (2) 2x STUDS. 9. + + HATCHED AREAS INDICATE STICK FRAMING @ 24" OC APPLIED ABOVE PLYWOOD SHEATHING. REFER + + TO TYPICAL OVERFRAMING DETAIL 3/S6.1. 10. COLUMNS AND BEARING WALLS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. 11. HOLDOWNS SHOWN ON ROOF FRAMING PLAN SHALL BE PLACED ON MAIN FLOOR LEVEL. 12. ATTACH ALL RAFTERS TO WALLS BELOW WITH SIMPSON H2.5A HURRICANE TIES. 2'-0" 0 2'-0" 701. 6 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 0910123 m m LLJ Q 00 00 o rn 00 Q DESIGN: LMS DRAWN: LVW CHECK: DTR JOB NO: 23144.10 DATE: 07/28/23 LLI Z U Q Z W cl w o L.d 00 Z Z > cp �Qa D I— L` V) LL I I" 0 Z Q Z LL. O Z - � c0 c 0 0 w W /1� J SHEET: RESUB Nov 02 2023 OF EDMON D ENT S D RTMs E ■ 4= - ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Zg M. T of WAs� q & yr 45901 SSI0 09/18/23 J H H Z O m Q' ~ U � � W w w 0 a m m W � F- 00 00 Q � Ql 0101 Y DESIGN: LMS DRAWN: LVW CHECK: DTR JOB NO: 23144.10 DATE: 07/28/23 .A addendum was provided by EORi land the foundation design is as w ifollows per addendum 9/18/2023 re! U 'sub dated 11 /02/2023 z t_._._._._._._._._._._� w 0 Foundation Desi n � N W O �W00 z > °' �Qa The assumed allowable soil bearingressure is asgiven below. The minimum continuous wall foolingis 16" wide and the D Jp � Ui minimum isolated spread footing is 24 ZD square. Z o 0 Q L.n z �..I..� �C- - - - - - - - Z c w I� U z _ w U_ SHEET: RESUB Nov 02 2023 Cl MOND V. T SES MEN SHEAR WALL SCHEDULE MIN FRAMING AT SHEAR WALL RIM JOIST OR SILL PLATE SILL PLATE ANCHOR SHEAR TYPE APA-RATED ADJOINING PANEL NAILING BLOCK CONN TO NAILING TO BOLT TO SLAB OR FOUNDATION CAPACITY SHEATHING EDGES (SEE NOTE 5) AT PANEL EDGES TOP PLATE RIM/BLKG FOUNDATION SILL PLATE SIZE (pLF) BELOW 15/32" 2x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 5/8"� AB SW6 ONE SIDE AND BLKG @ 6" OC @ 24" OC 6" OC @ 5'-0" OC 2x 242 15/32" 2x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 5/8"� AB SW4 ONE SIDE AND BLKG @ 4" OC @ 20" OC 4" OC @ 4'-0" OC 2x 350 15/32" (2) 2x STUD AND 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 5/8"� AB SW3 ONE SIDE 2x FLAT BLKG @ 3" OC @ 15" OC 3" OC @ 3'-0" OC 2x 455 15/32" 3x STUD AND 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 5/8"� AB SW2 ONE SIDE 2x FLAT BLKG @ 2" OC @ 12" OC 2.5" OC @ 2'-6" OC 2x 595 15/32" (2) 2x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 5/8"� AB 2SW4 BOTH SIDES AND BLKG @ 4" OC @ 10" OC 2" OC @ 2'-0" OC 2x 706 15/32" (2) 2x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131 x 3" 5/8"� AB 2SW3 BOTH SIDES AND BLKG @ 3" OC @ 7.5" OC @ 1.5" OC @ 1'-6" OC 2x 910 15/32" 3x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131 x 3" 5/8"� AB 2SW2 BOTH SIDES AND BLKG @ 2" OC @ 6" OC @ 1.5" OC @ 1'-0" OC 2x 1190 NOTES: 1. REFER TO THE TYPICAL SHEAR WALL DETAIL. 2. THE VALUES IN THIS TABLE ARE APPROPRIATE FOR HF GRADE STUDS AND HF GRADE PLATES &RIM/BLOCKING. 3. NAILS AT ADJOINING PANEL EDGES SHALL BE STAGGERED EACH SIDE OF THE COMMON JOINT. 4. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3x AT ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. 5. WHERE TABLE SPECIFIES (2) 2x FRAMING, CONNECT (2) 2x STUDS AND BLOCKING AS FOLLOWS: SW3 = (2) 0.131"� @ 3.5" OC, 2SW4 = 0.131"� @ 2.5" OC, 2SW3 = (2) 0.131"� @ 1.5" OC. 6. NOTE THAT 3x FRAMING MAY BE USED IN LIEU OF (2) 2x FRAMING SPECIFIED IN TABLE. 7. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 12" OC MAXIMUM. 8. AT ALL 5/8"� SILL PLATE ANCHOR BOLTS, INSTALL 1/4" x 3" x 3" PLATE WASHERS. EDGE OF PLATE WASHER SHALL BE WITHIN 1/2" OF SHEATHED EDGE. FOR DOUBLE SIDED SHEAR WALLS, USE WIDER PLATE WASHERS AS REQUIRED TO MEET THIS REQUIREMENT. 9. PROVIDE A MINIMUM OF 7" EMBEDMENT FOR AB INTO FOUNDATION OR STEM WALL. 10. 7/16" SHEATHING MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" OC OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. JOIST SCHEDULE MARK JOIST SPACING REMARKS FJ1 2x10 HF#2 16" OC SEE NOTE 2 RJ1 2x12 HF#2 24" OC SEE NOTE 2 RJ2 1 3/4" x 11 7/8" 2.0E MICROLLAM LVL 24" OC - DJ1 PT 2x10 HF#2 16" OC SEE NOTES 2 & 3 NOTES: T. FOR JOIST HANGERS REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ALL INSTALLATION REQUIREMENTS. 2. TIMBER JOISTS FRAMING INTO WOOD BEAMS SHALL USE LUS FACE -MOUNT HANGERS. 3. SOLID SAWN DECI<JOISTS SHALL HANGER OFF THE WALL RIM USING LU SERIES FACE MOUNT HANGERS. COLUMN SCHEDULE COLUMN SIZE COLUMN SIZE MARK 2x4 WALL 2x6 WALL REMARKS C1 (2) 2x4 (2) 2x6 SEE NOTE 2 C2 (3) 2x4 (3) 2x6 SEE NOTE 2 C3 (4) 2x4 (4) 2x6 SEE NOTE 2 C4 4x6 HF#1 4x6 HF#1 - 05 4x8 HF#1 6x6 DF#1 - C6 4x10 HF#1 6x8 DF#1 - C7 6x10 DF#1 6x10 DF#1 - NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR PRE -FABRICATED CONNECTION INSTALLATION REQUIREMENTS. 2. MULTIPLE STUD COLUMNS SHALL USE GRADE OF STUD INDICATED ON WALL FRAMING SCHEDULE. REFER TO DETAIL 3/55.1 FOR FABRICATION OF MULTIPLE STUD COLUMNS. 3. CONTRACTOR TO PROVIDE BLOCKING EQUAL TO COLUMN DIMENSIONS AT JOIST SPACE FOR COLUMNS CONTINUING TO FOUNDATION. HOEDOWN SCHEDULE MARK TYPE MIN CHORD SIZE STUD NAILS OR BOLTS ANCHOR BOLT (SEE NOTE 4) CAPACITY (LB) 1, HDU2 (2) 2x (6) SIDS 1/4" x 2 1/2" SCREWS 5/8"� 2,215 NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. INSTALL HD HOEDOWNS AT FOUNDATION WALLS OR THICKENED SLAB FOOTINGS PER DETAIL 4/54.1. 3. AT ALL HOEDOWN CHORDS, PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHED. FOOTING SCHEDULE MARK FOOTING SIZE REINFORCING COMMENTS F1> 1'-2" x 0'-10" DEEP x CONTINUOUS (2) #4 CONTINUOUS SEE NOTE 2 F2 2'-0" x 2'-0" x 1'-0" DEEP (3) #4 EACH WAY BOTTOM - NOTES: 1. ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED NATIVE SOIL OR COMPACTED STRUCTURAL FILL. 2. REINFORCEMENT SHALL BE CONTINUED FROM CONTINUOUS FOOTINGS THRU SPREAD FOOTINGS WHERE APPLICABLE. HOLDOWN CHORD PER PLAN & HOLDOWN SCHEDULE CRIPPLE STUD AT OPENING AS REQ'D PER PLAN &DETAILS NOTE: EXTEND THREADED ROD BETWEEN JOISTS INTO STEM WALL BELOW. PROVIDE ROD COUPLER IF REQ'D. WHERE CONCRETE WALL HT > 3'-0", ROD MAY EXTEND 24" MIN INTO WALL W/ NUT & WASHER SHOWN. THREADED ROD AS REQ'D FOR HOLDOWN W/ NUT & WASHER AT BASE. EXTEND ROD INTO FTG, TYP UNO TOP OF FTG HOLDOWN DETAIL SCALE: 1" = 1'4" HOLDOWN PER PLAN AND SCHED SHEAR WALL PER PLAN AND SCHED I I SQUASH BLOCKING TO MATCH II HOLDOWN CHORD ABOVE I I WHERE JOIST SPACE OR I I CRIPPLE WALLS ARE PRESENT II II II II II II l� II I II II II II A. NEW FOUNDATION "All CORNER BARS x Q "A" MAY BE SUBSTITUTED FOR ALL 90° HOOKED BARS STD 90° HOOK TYP UNO HOLDOWN CHORD PER PLAN & HOLDOWN SCHEDULE CRIPPLE STUD AT OPENING AS REQ'D PER PLAN & DETAILS NOTE: EXTEND THREADED ROD BETWEEN JOISTS INTO STEM WALL BELOW. PROVIDE ROD COUPLER IF REQ'D. THREADED ROD AS REQ'D PER PLAN & HOLDOWN SCHEDULE. INSTALL W/ HILTI HIT-HY 200 EPDXY EXISTING CONCRETE STEM WALL TOP OF EXISTING FOOTING C UNO, VERT CORNER BARS SHALL BE SAME SIZE TABULATED FOR MIN WALL REINF FOR THICKER WALL "A" = SPLICE LENGTH SEE NOTES, DETAILS, OR PLANS FOR Q (1) #4 VERT REQ'D REINF. ALL BARS TO BE CONT OR SPLICED PER STRUCTURAL NOTES STD 180° HOOK HORIZ CORNER BARS OF SIZE AND SPACING TO MATCH (2) #4 VERT REINF OF THINNER WALL PLACE VERT REINF OUTSIDE EXCEPT AS OTHERWISE NOTED OR SHOWN TYPICAL CONCRETE WALL REINFORCING DETAIL SCALE: NTS HOLDOWN PER PLAN AND SCHED SHEAR WALL PER PLAN AND SCHED II I I SQUASH BLKG TO MATCH HOLDOWN //I I CHORD ABOVE II V II II II II _ II II o U II � II II u B. EXISTING FOUNDATION SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHED SILL PLATE NAILING PER SHEAR WALL SCHED SHEATHING PANEL EDGE NAILING PER SW SCHED OR STRUCTURAL NOTES (2) #4 CONT FOOTING DRAIN PER TYPICAL DETAIL 9 4"0 PERFORATED PVC PIPE PER LOCAL CODES WITH 6" OF 1" MINUS GRAVEL ALL AROUND, WRAPPED IN NON -WOVEN GEOTEXTILE FABRIC. SLOPE TO DRAIN 1/8" PER V-0" MIN. TURN DOWN PERFORATIONS AS SHOWN O 0°0 0° O °0 °000 0°0°�000 0o0°DDDO O000° °O 1 LINE OF MAX EXCAVATION. IF SOIL IS OVER EXCAVATED, REPLACE WITH LEAN MIX CONCRETE. FIRM BEARING SOIL OR COMPACTED STRUCTURAL FILL TYPICAL FOOTING DRAIN SCALE: 1" = V-0" 2x6 PT SILL PL W/ ANCHOR BOLT SIZE AND SPACING PER SW SCHED OR STRUCTURAL NOTES 2x PT LEDGER W/ 3/4"0 AB @ 16" OC EMBEDDED 6" INTO CONCRETE WALL JOIST PER PLAN W/ TOP FLANGE ® HANGER TO SILL #4 @ 12" OC EA WAY O°°°O 0 0 ° °0 0000 0 0°°O °� 0 00 � � I- OO o O0 — OO°O0 °O ® _® 0 0 6" m U SIZE AND REINF PER PLAN AND SCHEII CRAWLSPACE SECTION (BEARING SCALE: 1" = V-0" 00 SLEEVES TO CLEAR PIPE 1" ALL SIDES TOF BOF oX Q VO PIPES ALLOWED IN THIS REGION. LOWER =TGS AS REQ'D I I LOWER BOF AS REQ'D z PIPE TRENCH EXCAVATION PARALLEL 9" MIN 1° TO FOOTING IS NOT ALLOWED TYP BELOW THIS LINE. STEP FTG AS REQUIRED FOR THIS CONDITION TYPICAL PIPE PENETRATION AT WALLS AND FOOTINGS V / SCALE: 1/2" = V-0" WOOD STUD WALL PER NOTES AND DETAILS (4) 10d NAILS JOIST PER PLAN M ® 1 1/2" LSL BLKG @ 48" OC #4 @ 12" OC °0°O00 OO ° EA WAY °ODo00 O _o = ° �N N � Lu ° —11 o_o0O Lu NOTE: REFER TO DETAIL 6 FOR 6" NOTES AND INFORMATION NOT SPECIFICALLY CALLED SIZE AND REINF OUT PER PLAN AND SCHE15 CRAWLSPACE SECTION NON -BEARING _ 6 SCALE: 1" = V-0" EXIST SHEATHING EXIST JOIST (DIRECTION VARIES PER PLAN) 0RI91-W-1MII■»_ll19 AT SHEAR WALLS LOCATED PER PLAN, PROVIDE TITEN HD ABS TO MATCH SIZE & SPACING SHOWN IN SW TABLE EXIST STEM WALL EXIST SHEATHING EXIST JOIST (DIRECTION VARIES PER PLAN) I AT SHEAR WALLS, PROVIDE TITEN HD ABS TO MATCH SIZE —— & SPACING SHOWN EXI! NEW OR EXIST SHEATHING & NAILING PER PLAN & SHEAR WALL SCHEDULE (EXIST SHEATHING TO REMAIN AT NON -SHEAR WALLS) SHEATHING & NAILING PER FOUNDATION PLAN NOTES u ` JOIST PER PLAN CONT 2x RIM W/ (2) 16d NAILS @ 6" OC NEW OR EXIST SHEATHING & NAILING PER PLAN & SHEAR WALL SCHEDULE (EXIST SHEATHING TO REMAIN AT NON -SHEAR WALLS) CONT 2x RIM BOARD, FASTEN TO EXIST RIM W/ (2) ROWS 16d NAILS @ 16" OC STAGGERED SILL PL NAILING PER SW SCHED SIMPSON A34 CLIP @ 24" OC SHEATHING & NAILING PER FOUNDATION PLAN NOTES JOIST PER PLAN 4x6 LEDGER W/ 5/8"0 x 8" TITEN HD VCHORS @ 16" OC STAGGERED CRAWLSPACE SECTION (BEARING SCALE: 1" = V-0" POST PER PLAN ATTACH TO SILL W/ (4) 16d TOE -NAILS 4x FULL DEPTH BLKG AT POST LOCATION COL PER PLAN & SCHED EXIST SILL PLATE EXIST FLOOR SYSTEM SOLID BLKG EXISTING BEAM SIMPSON AC POST CAP POST TO MATCH POST ABOVE SIMPSON ABU POST BASE m -III III_ II o NOTE: i l &3 . FOR NOTES & INFO NOT o ® ® I o V) SPECIFICALLY CALLED OUT LL, REFER TO DETAIL 7. a CRAWLSPACE SECTION (NON -BEARING SIZE & REINF PER PLAN & SCHED CRAWLSPACE DETAIL C GI ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 J H H Z 2 O m F D IZ N (r w W w m m LLI O O Y Q' DESIGN: LMS DRAWN: LVW CHECK: DTR JOB NO: 23144.10 DATE: 07/28/23 w (� U J Z w Q 0 V) N w w 0 0 x w CO zQ°' Z a- a O ry— V) I I, 0 0 Z Q LO Z � 0 : Z - � 0 O w _ w L.L_ SHEET: RESUB Nov 02 2023 CITY OF EDMONDS VFLOPJ&TSERV S 401 EN SCALE: 1" = V-0" SCALE: 1" = V-0" C GI EXIST WALL SHEATHING DECKING PER ARCH JOISTS PARALLEL @ SIM SECTION II II 1111 INK I I11 II 11 JOISTS PER PLAN HANGER PER PLAN NOTES 2x10 PT HF LEDGER W/ (2) 1/4" 0 x 3 1/2" SDS SCREWS & (1) 1/2"0 TITEN HD CONC SCREW ANCHOR @ 16" OC VERIFY/PROVIDE 2x RIM EXIST SHEATHING JOISTS PERPENDICULAR TO STEM WALL LEDGER TO EXIST WALL SCALE: 1" = V-0" 'ER HANGER PER JOIST SCHED DECKING PER ARCH DECK JOIST PER PLAN [V 2 a a w 0 w a ( SIZE AND REINF m u PER PLAN EDGE SECTION SCALE: 1" = V-0" POST PER PLAN BEAM BEYOND SIMPSON ABU POST BASE 8" x 8" CONCRETE PLINTH W/ #3 TIES @ 3" OC (4) #4 HOOKED DOWELS 6" FINISHED GRADE OR CONCRETE SLAB PER PLAN SILL PL AND AB 0 AND SPACING PER SHEAR WALL SCHED (2) #4 CONT TOP STUD WALL PER FRAMING PLAN NOTES PROVIDE BLOCK OUT AT DOOR OPENINGS SHEATHING AND NAILING SLAB ON GRADE AND PER PLAN AND SHEAR SUBGRADE PER WALL SCHEDULE z Q FOUNDATION PLAN #4 @ 12 " OC EA WAY EXIST SLAB PAVING OR FINISHED 00 CENTERED IN WALL ON GRADE GRADE PER ARCH DRAWINGS e o°O p0'-0 ° o o °Oo O0 o 0 0 00 00 °o 00 00 00 �o o °o O o O °o O 0 0° ' TOO A — z 00 0° 0 0 0 III III= � ° 0000 o 0 #3 x 2'-0" LONG REINF @ 18" OC, DRILL & EPDXY io O O o 0 0 INTO EXIST CONC W/ HILTI 0° O ° O ° o tzJ HIT-HY 200 EPDXY & 4" p Q ° o OO w N MIN EMBED 000 o °o — ----® FOOTING DRAIN 6 _ PER TYPICAL �' u DETAIL SIZE & REINF ALT HOOK PER PLAN &SCHED AS SHOWN TYPICAL STEM WALL DETAIL SCALE: 1" = V-0" SHEATHING & NAILING PER PLAN & SHEAR WALL SCHED PT 2x SILL PLATE W/ 5/8" 0 x 9" TITEN HD ANCHORS PER SHEAR WALL SCHEDULE OR STRUCTURAL NOTES PANEL EDGE NAILING SECTION SCALE: 1" = V-0" SILL PLATE NAILING PER SHEAR WALL SCHED (2) #4 CONT SLAB ON GRADE, CONTRACTOR SAWCUT, REMOVE & REPLACE EXIST AS REQ'D FOR NEW FDN EXCAVATION & CONSTRUCTION SHEATHING & NAILING PER PLAN & SHEAR WALL SCHED SHEATHING PANEL EDGE NAILING PER SW SCHED OR STRUCTURAL NOTES 2x6 PT SILL PL W/ ANCHOR BOLT SIZE & SPACING PER SW SCHED OR STRUCTURAL NOTES _ I JOIST PER PLAN W/ TOP #3 x 2'-0" LONG REINF I- ® FLANGE HANGER TO SILL @ 18" OC, DRILL & EPDXY 2x PT LEDGER W/ 3/4" 0 AB INTO EXIST CONC — I= W/HILTI HIT-HY 200 EPDXY - @ 16" OC EMBEDDED 6" & 4" MIN EMBED INTO CONCRETE WALL #4 @ 12" OC EA WAY ® 1 .4-1- ® m v SIZE & REINF PER PLAN & SCHED CRAWLSPACE SECTION (BEARING SCALE: 1" = V-0" Mx Q 2 0 = w aV) wN 0Lu w 0- ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Zg M. ?, WA 7! 09/18/23 J H H z 2 O m CL N U � � W w w M M W � � 00 00 Q 0.0 Y (Y Q DESIGN: LMS DRAWN: LVW CHECK: DTR JOB NO: 23144.10 DATE: 07/28/23 La z La w O w 00 z > IL < c _ D V) z 0 Q`"o z � � - � 0 _ w SHEET: V J Q W 0 z 0 F- Q 0 z D 0 LL- � iml RESUB Nov 02 2023 CITY OF EDMONDS ARTsDEVE ENT S c+ ME SHEET: V J Q W 0 z 0 F- Q 0 z D 0 LL- � iml RESUB Nov 02 2023 CITY OF EDMONDS ARTsDEVE ENT S c+ ME C GI STAGGER NAILS ON EA SIDE OF PANEL JOINT AS REQUIRED PER SHEAR WALL SCHED -n-------�- - .1 I 11 I•I II HEADER PER PLAN 11 II I I II II I I •11 I I.1 II I I I•I II I I I I .11 I II II I 1 I CRIPPLE STUDS PER PLAN; DO NOT CUT 1 11 1 1.1 1.1 I '.. 1• AWAY MATERIAL FROM IIIIII 1IIIIII IIII1 CRIPPLE STUDS •.•II1I111 •IIIIIj •1IIIIII •III FULL-HEIGHT 1111 1 CHORD 1 1 1HOLDOWN II 1IIIIII 1 II 11.11 II II II I I'I II 1111 II II 1.1 II III II.11 1111 1 I.1 II II I.I II II 1 1 1'I I.I II II 1111 11.11 II II II II I.I I 1 I'I II II 1111 11 III II.11 1 I.1 II II I.I II II 1 1 1•I I•I I.I 11 AB W/ SIMPSON BP II I I II I I 1•I 1 1 II II PL WASHER, TYP I•I II I •1 I'1 I.1 11 II PT SILL PL PER SHEAR II I I I.1 1 1 I I WALL SCHED I I I A I•I I I I.1 II II 1'1 CONCRETE FOOTING OR P/T SLAB NOTES: 1. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. FOR SHEAR WALLS WHERE NO HOLDOWNS ARE SPECIFIED THE FIRST AB SHALL BE LOCATED NOT MORE THAN V-0" AND NOT LESS THAN (7) BOLT DIAMETERS FROM END OF WALL. TYPICAL SHEAR WALL DETAIL SCALE: 3/4" = V-0" AB SIZE AND SPACING PER PLAN AND SHEAR WALL SCHEDULE, TYP ------n-------n-------n-------r,-----7- 1.1 101 101 1.1 1 1•I II 11 11 11 111 11 II II 11 1 1 11 II II II 11 II II II 111 II II II II 111 1.1 101 101 1.1 11. II I 11 II II 11 II FRAMING AT ADJOINING I I 11•I I I 1 PANEL EDGES PER SHEAR I I 1 I II II 11 I'I WALL SCHED 1 I 11 11 I II II II II 11•I II 11 11 11 111 II II II II I'I 1.1 1.1 1• II II II II II �•� I•I I•I II II II II II II II II II II II II II II II 101 I•I I•I II II II II II II II II II II II II II II II 101 1.1 1.1 II II II 11 II II II II II II II II II II II I'I I•I I•I II II II _1L------LL------� LIM II II I II II 11 11 11 11 II II 11 1L---IL ------1 A�1-1�1- II II RIM BOARD \\ EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC (2) ROWS OF 0.131" 0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP OR BLOCKING EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP A. CORNER INTERSECTION B. 'T' INTERSECTION TYPICAL WALL INTERSECTION DETAIL SCALE: 1" = V-0" PANEL EDGE NAILING PER SHEAR WALL SCHEDULE, TYP PANEL EDGE NAILING INTO HOLDOWN CHORDS, TYP INTERMEDIATE NAILING @ 12" OC SHEATHING PER PLAN AND SHEAR WALL SCHEDULE HOLDOWN CHORD PER SCHEDULE. REFER TO TYPICAL BUILT-UP COLUMN DETAIL ADDITIONAL END STUD IF REQUIRED TO PROVIDE COUNTERSINK FOR HOLDOWN BOLTS HOLDOWN ANCHORAGE PER PLAN AND SCHEDULE SIMPSON CNW COUPLER 1/2" TO NUT W/ SIZE TO MATCH SHEATHED EDGE HOLDOWN ANCHORAGE PANELEDGE NAILING PER SHEAR WALL SCHED CONTINUE HOLDOWN CHORD TO FOUNDATION 2x6 STUD @ 2x4 CROSS WALL 2x8 STUD @ 2x6 CROSS WALL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP CONCRETE STEM WALL CONCRETE FOOTING NOTE: SUPPORTS AT SOLID POSTS SIM BEAM PER AND SCHE SIMPSON LTP4 C A35 FRAMI� ANCHOR EACH SI[ OF BEA SOLID OR MULT STUD COLUMN PER P, PLATE WASHER PER SHEAR WALL SCHED SECTION A -A SCALE: 1 1/2" = V-0" uiInIIIIIIJ.,.►.A PARALLEL TO STUD WALL NOTE: STAGGER SHEATHING AS SHOWN. INTERMEDIATE FRAMING MEMBERS SHEATHING PANEL, TYP I 2x OR 3x BLOCKING ONLY IF BLOCKED DIAPHRAGM IS SPECIFIED FRAMING MEMBERS W/ SPACING PER PLAN I II I I �I CONTINUOUS PANEL EDGES II II I I II I IL II I I II I SUPPORTED II PANEL EDGES II II I II II II II _JL_J� `L DIAPHRAGM BOUNDARY (SHEAR WALL, BEAM, OR DRAG STRUT) TYPICAL FLOOR/ ROOF SHEATHING DETAIL SCALE: NTS (2) ROWS OF (8) 0.131"0 x 3" 2 1/4" END NAILS @ 3" OC EA SIDE OF lo DISTANCE, TYP SPLICE AND (2) @ 9" OC ELSEWHERE W/ 1 1/2" EDGE DISTANCEol 3" OC SPACING TOP CHORD SPLICE AT LOCATIONS WHERE IT IS NOT POSSIBLE BOTTOM TO INSTALL THE SPECIFIED 0.131"0 CHORD SPLICE NAILS, THE CONTRACTOR SHALL SPLICE INSTALL SIMPSON CS20 STRAPS EA SIDE OF WALL AT SPLICE. INSTALL EA STRAP W/ (12) 10d AT EA END. WHERE BOTH PLATES ARE CUT, INSTALL CS20 STRAPS AT EA PLATE AND EA SIDE OF THE WALL. 6'-0" MIN BETWEEN SPLICES SPLICES TO OCCUR AT CENTER OF VERTICAL STUD TOP CHORD SPLICE BOTTOM CHORD SPLICE TYPICAL TOP PLATE SPLICE DETAIL 4 SCALE: 1" = 1'-0" JOIST DIRECTION PER PLAN STUD WALL TYPICAL FLUSH BEAM SUPPORT DETAILS SCALE: 1" = V-0" SOLID STUD COLU,��. _ . PERPENDICULAR TO STUD WALL ADJACENT NAILS IN A ROW ARE TO BE DRIVEN FROM OPPOSITE SIDES, TYP FOR 2x4 STUDS, PROVIDE SINGLE ROW OF NAILS STAGGERED EA SIDE WITH 1 1/2" EDGE DISTANCE. FOR 2x6 STUDS, PROVIDE (2) ROWS OF NAILS SPACED AT 2 1/2" W/ 1 1/2" EDGE DISTANCE 9" OC MAX SPACING BETWEEN e1oaLTi010In0/9IVII0Ie\6*101TiVA 0.131"0 x 3" NAILS, TYP (5) STUDS MAX TO BE USED FOR BUILT-UP COLUMNS TYPICAL BUILT-UP STUD COLUMN DETAIL SCALE: 1" = V-0" SIMPSON A35 (ONLY REQUIRED AT EXTERIOR HEADERS GREATER THAN 6' SPAN) (6) 0.131"0 x 3" NAILS TYPICAL STUDS NAILING PER TYP BUILT-UP STUD COLUMN DETAIL AT HOLDOWNS: PROVIDE FULL HT HOLDOWN CHORDS PER HD SCHED OTHERWISE: (1) 2x FULL HT TYPICAL HEADER DETAIL SCALE: 1" = V-0" STUD WALL ATTACH EXIST RAFTERS & CEILING JOISTS TO FLUSH BEAN EXIST DROP / CEILING JOIST J SECTION SCALE: 1" = V-0" TYP DOUBLE TOP PLATE BEAM OR HEADER PER PLAN AND NOTES CRIPPLE STUDS PER PLAN AND COLUMN SCHEDULE OR STRUCTURAL NOTES BEAM PER PLAN 2x4 GWB SUPPORT EXIST CEILING / JOIST ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 J H H Z 2 O m CL N U � � L w w � a � M M L � 00 00 Q O O Y Q DESIGN: LMS DRAWN: LVW CHECK: DTR JOB NO: 23144.10 DATE: 07/28/23 La U Z La V LL O x W 00 Z > cp FLQa D F_ 0 Zr, Lf) Q O Z 0 _ W SHEET: RESUB Nov 02 2023 CITY OF EDMONDS VE SFRV S RTMEN ■ ROOF SHEATHING AND DIAPHRAGM BOUNDARY NAILING PER ROOF NAILING PER ROOF FRAMING PLAN NOTES FRAMING PLAN NOTES FULL DEPTH BLKG RIPPED TO MATCH SLOPE OF ROOF r / e ROOF RAFTERS r/ PER PLAN PROVIDE BOUNDARY 2x4 BLKG W/ SILL PL NAILING AT TOP PLATE PER NAILING PER SHEAR SHEAR WALL SCHEDULE WALL SCHED SIMPSON H2.5A TIE SHEATHING AND NAILING PER PLAN AND SHEAR STUD WALL FRAMING WALL SCHEDULE PER PLAN NOTES TYPICAL RAFTER SUPPORT DETAIL SCALE: 1" = V-0" DIAPHRAGM BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES 2x4 FLAT OUTLOOKER @ 24" OC, 24" MAX OVERHANG 2x FULL DEPTH RIM. NOTCH AT OUTLOOKERS 2x FULL DEPTH BLKG @ 4'-0" OC SHEATHING PER PLAN & SHEAR WALL SCHEDULE SIMPSON A35 CLIPS @ 24" OC (4) 10d NAILS @ BLKG ROOF SHEATHING & NAILING PER ROOF FRAMING PLAN NOTES ROOF JOIST PER PLAN (3) 10d NAILS EA END A34 CLIP EA BLOCK FULL -HEIGHT STUD WALL PER PLAN & NOTES ROOF RAFTER CONNECTION (NON -BEARING; SCALE: 1" = V-0" 2x6 CONTINUOUS � 2x6 RAFTERS @ 24" OC RIDGE BOARD, TYP � SIMPSON A35 EACH RAFTER 2x4 VERTICAL SUPPORT MEMBERS SPACED @ 2x4 KICKER WHERE OCCURS. 2'-0" OC ALIGN W/ EA NOTCH @ BEAM AS REQ'D FOR A34 CLIP RAFTER BELOW TYP FULL BEARING (1) 1/4" 0 x 5" SIDS SCREW EA JOIST 4x4 x 4'-0" HF#2 BLOCK, CENTER AT BEAM PER PLAN KICKER 16d NAILS @ 6" OC 2x6 BLKG @ STRAPS, SISTER IN G LIN CEI JOISTS @ EXIST 2x6 CEILING OC TO JOIST W/ (6) 10d NAILS 2x NAILER W/ (2) 16d NAILS @ EACH RAFTER F, NOTE: PROVIDE BLOCKING @ LUS HANGER, TYP ALL EDGES & SUPPORTS CS20 x 2'-0" STRAP @ EA JOIST STICK FRAMED OVERFRAMING DETAIL SCALE: NTS BEAM SECTION SCALE: 1" = V-0" - - - - - - - - - - - - - - - - - - 1 I I 10d NAILS @ 6" OC I I I I I I 2x6 LEDGER W/ (2) I I 16d NAILS @ 16" OC t I I - I I I I RAFTERS PER PLAN EXIST SHEATHING (4) 10d NAILS 2x FULL DEPTH OVERFRAMING 2 EXIST RAFTER PER PLAN 2x BLKG EA BAY ROOF SHEATHING & BLKG @ 4'-0" OC PER DETAIL 3 - BOUNDARY NAILING PER �( ROOF FRAMING PLAN NOTES NAILING PER ROOF UNDA PROVIDE BORY �� 16d TOENAILS FRAMING PLAN NOTES @ 6 OC NAILING AT TOP PLATE PER ROOF RAFTERS SHEAR WALL SCHED PER PLAN ROOF SHEATHING FULL DEPTH BLKG PER PLAN & NOTES RIPPED TO MATCH /// SLOPE OF ROOF A35 CLIP PER SW SCHE2x6 BLKG D (24" OC MAX) ., 4x BOT PLATE SHEATHING & NAILING PER SHEATHING & NAILING PER PLAN RIPPED TO MATCH / PLAN &SHEAR WALL & SHEAR WALL SCHEDULE ROOF SLOPE SCHEDULE 1/4"0 x 5" SIDS SCREWS @ 6" OC EXIST RAFTERS PER PLAN FULL HEIGHT STUD WALL EXIST CEILING JOIST H2.5A EA RAFTER 16d TOE NAILS @6"OC PER PLAN PER PLAN RIDGE BEAM SOLID FILLER BLOCK RIPPED FOR PER PLAN BEVELED PLATE ..:.:.. .... . ...:...:.. ... ...,..� .. , . ... .. ......•.•... BEAM PER PLAN TIGHT FIT EXIST CEILING JOIST PER PLAN SECTION SCALE: 1" = V-0" SECTION SCALE: 1/2" = 17 PER PLAN SECTION SCALE: 1" = V-0" RIDGE BEAM SECTION SCALE: 1" = V-0" 1/4"0 x 5" SIDS SCREWS @ 6" OC 4x BOT PLATE, RIPPED TO MATCH ROOF SLOPE SOLID FILLER BLOCK RIPPED FOR TIGHT FIT SIMPSON LTP4 @ 24" OC 10 1 /------------- --� I I I I I I I I I I I I I I I I I I I I I I 1 � I BEVELED TOP PLATE 16d TOENAILS STUD WALL PER FRAMING PLAN NOTES EXIST SHEATHING EXIST RAFTERS PER PLAN EXIST CEILING JOIST PER PLAN EXIST STUD WALL TYPICAL RAFTER SUPPORT DETAIL SCALE: 1" = V-0" ROOF RAFTERS PER PLAN SIMPSON H2.5A TIE EA RAFTER BEVELED PLATE TYPICAL RAFTER SUPPORT DETAIL SCALE: 1" = V-0" STUD WALL PER PLAN AND NOTES BLOCKING (MATCH WALL THICKNESS) W/ A34 CLIP EA END, TOP & BOT EXIST SHEATHING EXIST ROOF JOISTS (FIELD VERIFY) SLOPED HU OR LRUZ HANGERS 2x LEDGER W/ (2) ROWS OF 1/4"0 x 5" SIDS SCREWS @ 16" OC SECTION 11 SCALE: 1" = V-0" ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 09/18/23 m m W 00 00 Q 0 rn 00 Y Q DESIGN: LMS DRAWN: LVW CHECK: DTR JOB NO: 23144.10 DATE: 07/28/23 W U Z LLI 0 W ? N O � W 00 Z > EL < D F_ (0 0 Q LO Z O Z 2 W SHEET: V ! Q W 0 V Z RESUB Nov 02D 2o0D23 v s_ s O ENT ■