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APPROVED PLN_APPROVED BLD-RESUB1 BLD2022-0616+Architectural_Plan+6.15.2022_11.58.15_AM+2933983GENERAL NOTES PROJECT INFORMATION THESE DRAWINGS ARE THE PROPERTY OF H21), LLC. ANY REPRODUCTIONS MUST BE AUTHORIZED BY THE ARCHITECT AND MUST DEAR THE NAME OF THE ARCHITECT. © COPYRIGHT 2022 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 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 SU13MITTEP 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 RE5PON50LE 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 BE FIELD ERECTED SHALL BE 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 DE 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 RE5PON5151LiTY OF THE CONTRACTOR. -FOR ALL NEW CONSTRUCTION OR APPITiON5 DESIGNED WiTHiN 1'-O" 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 D15CRPANCiE5 THROUGHOUT CONSTRUCTION. ELEVATIONS SHOULD BE VERIFIED FOR EACH FLOOR LEVEL PRIOR TO PROCEEDING WiTH THE NEXT FLOOR OF FRAMING: TOP OF FOUNDATION, TOP OF 5U13FLOOR, TOP PLATE AND RIDGE ELEVATIONS SHOULD DE VERIFIED DURING CONSTRUCTION. CONSULT ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION. 3. SOILS: -FOUNDATION DESIGN 15 BASED ON AN ASSUMED AVERAGE SOiL BEARING OF 2,000 P5F OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL BE CAST ON UNDISTURBED FiRM NATURAL 501L OR COMPACTED 501L OF 2,000 PSF DEARiNG CAPACITY AT LEAST 1'-6" BELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL DE FREE OF L005E SOiLS, DEDR15, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RE5PON5113iLiTY 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 iN iRC SEC R806. -THE NET FREE VENTILATING AREA SHALL DE 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 BALANCE OF THE REQUIRED VENTILATION PROVIDED BY SAVE OR CORNICE VENTS. (iRC SEC R806). -ATTIC ACCE55: MINIMUM 22" x 30" WiTH MiNiMUM 30" HEADROOM, UNOBSTRUCTED, READILY ACCESSIBLE OPENING. iRC SEC R807. ACCE55 DOORS SHALL BE WEATHERSTRiPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. AN ROOMS NOT PROVIDED WiTH AN OPERABLE WINDOW OF 1.5 SQ. 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 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 iRC M1503.4. 6. GLAZING: -TO BE iN COMPLIANCE WiTH iRC SEC F308 AND WASHiNGTON STATE SAFETY GLASS LAW, EXCEPTIONS ARE A5 OUTLINED 1N iRC SEC R308. -GLAZING iN LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS GLA551N DOORS, GLAZING WiTHiN 24" ON EITHER SiDE OF A DOOR OPENING, GLAZING CLOSER THAN 18" TO A FLOOR, SHOWER DOORS AND TUB ENCLOSURES SHALL BE WiRE REINFORCED, TEMPERED GLASS, LAMINATED SAFETY GLA55 OR SHATTER RESISTANT PLASTIC. -SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS. -SHOWER ENCLOSURES SHALL BE APPROVED WiRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RE515TANT PLASTIC. -GLAZING WiTHiN 18" OF FLOOR AND GREATER THAN 18" iN LEAST DIMENSION SHALL COMPLY WiTH IMPACT LOADS. SEE PLANS. -ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED, UNLE55 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 PIMEN51ON SHALL BE 24", MiNiMUM NET CLEAR OPENING WIDTH OF 20" AND A FINISHED SiLL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR. iRC SEC R310. 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 BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. -BUILDING AiR LEAKAGE TESTING, PER SEC 502.4.5,15 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 503.8.1. -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 DE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. -MiNiMUM 75% OF PERMANENTLY INSTALLED LAMPS iN LIGHTING FIXTURES SHALL BE HiGH EFFICACY LAM125 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 THERM05TAT SHALL ALLOW FO, AT A MiNiMUM, A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKENDS) AND DE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACKS PER DAY. N AS BUILT - MAIN FLOOR AS BUILT - LOWER FLOOR 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 311.7.8. 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 1/2" AWAY FROM WALL. -GUARDRAIL: SHALL BE MiN 36" iN HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE DELOW. RAILINGS SHALL BE SPACED TO NOT ALLOW THE PASSAGE OF A 4" SPHERE PER iRC 312.1. -INSTALL FiRE BLOCKING AT MiP-STRINGER 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 REQ'TS 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 UNiNSULATED, OR WiTH DAMAGED INSULATION (DISCOLORED, WET, DAMAGED, OR DETERIORATED) SHALL BE 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 BE INSULATED WiTH MiNiMUM R-21 INSULATION. BELOW GRADE WALLS TO BE INSULATED WiTH MiNiMUM R-21 INSULATION, ALLOW FOR THERMAL BREAK BETWEEN FLOOR SLAB AND 13ASEMENT WALL UNLESS 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. -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 BY 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 THRUNENTiNG INTO THE NEXT J015T SPACE UNLESS NOTED OTHERWISE. -FLOORS: INSULATED WiTH R-30 BATT INSULATION OVER UNHEATED SPACE UNLE55 NOTED OTHERWISE. -SLAD-ON-GRADE: PROVIDE EXTRUDED RiGiD CL05EP CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL BREAK BETWEEN SLAB AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE DOTTOM 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" GWD ON THE GARAGE SiPE. 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 HONEYCOMD-CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE FiFE RATING. DOORS SHALL BE 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 DE 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 ALARM5/DETECTORS (S.D.): SMOKE ALARMS/DETECTORS SHALL DE INSTALLED iN ALL SLEEPING ROOMS, iN THE AREA OUTSIDE THE SLEEPING ROOM AND iN 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 1RC315. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WiTH UL2034 AND SHALL BE INSTALLED 1N ACCORDANCE WiTH TH15 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 THiS SECTION FOR CARBON MONOXIDE ALARMS AND NFPA 720-2012, SHALL DE PERMITTED. THE CARBON MONOXIDE DETECTORS SHALL BE LISTED AS COMPLYING WiTH UL 2075. WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM 15 INSTALLED, iT SHALL 5ECOME A PERMANENT FIXTURE OF THE OCCUPANCY. 13. LIGHTING EQUIPMENT - NOT LE55 THAN 90 PERCENT OF LAMPS iN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HiGH-EFFICACY LAMPS - FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE r --------------- I SEPARATE PLUMBING CITY OF EDMONDS i PERMIT REQUIRED FORBUILDING DIVISION THIS PROJECT APPROVED PLAN L_-_-_-_-_-_-_-_J City Of Edmonds Building Department Work Address Owner Approved Date Building Official REMODEL ADDITION DECK 752 WALNUT ST ------------------ ----- KUNKEL 06/22/2022 I. •------------------------ --- Permit Number;'-------- - -- - - - - -----•-------- BLD2022-0616 -------------------------------- ---- N . APPROVED BY PLANNING Jun 27 2022 ALPER 5T CSC W Q t` WALNUT ST 951TE CEPAIR ST w ?_1Q w SPP\UCE 5T VICINITY MAP (NTS N PROJECT OWNER: BRiAN AND NiCOLE KUNKEL 752 WALNUT ST EDMONDS WA 98020 PROJECT ARCHITECT: HEIDi HELGE50N PROJECT DESIGNER: LiSA MONTALVO H21) ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 STRUCTURAL ENGINEER: JASPER BAARBE STRUCTURAL DESIGN ASSOCIATES 3006 RUCKER AVE EVERETT, WA, 98201 425-339-0293 PROJECT DESCRIPTION: REMODEL AND ADDITION PROJECT ADDRESS: 752 WALNUT ST TAX LOT NUMBER: 00434209201900 LEGAL DESCRIPTION: LOT 3 CiTY OF EDMONDS OF SNOHOMiSH COUNTY SHORT PLAT NUMBER 5-22-76, ACCORDING TO THE SHORT PLAT RECORDED JUNE 16,1976 UNDER AUDITOR'S FiLE NUMBER 7606160169, iN SNOHOMi5H CO, WA LAND USE CODE COMPLIANCE STATISTICS ZONE: R-6 LOT COVERAGE: LOT AREA: 6524 5F EXISTING HOUSE: 1478.1 SF NEW ADDITION: 13.7 SF EXISTING DECK: 161.6 SF EXISTING FRONT PORCH: 44.8 5F REPLACE DECK: 135.9 SF PROPOSED LOT COVERAGE: 1834.1 5F ALLOWED LOT COVERAGE: 6524 5F X 35% = 2283.4 SF OK IMPERVIOUS SURFACE: EXISTING HOUSE (iNCL O.H. OVER 2'-6"): 1515.8 SF NEW ADDITION (1NCL O.H. OVER 2'-6"): 13.7 SF EXISTING DECK: 161.6 SF EXISTING FRONT PORCH: 44.8 5F REPLACE DECK: 135.9 SF EX RETAINING WALLS: 155.2 5F EXISTING WALK: 41.4 SF EXISTING DRIVEWAY: 416.3 SF (DEMO PATIO): (283.7 5F) REPLACE PATIO: 405 5F TOTAL EXISTING AND NEW IMPERVIOUS SURFACE: 2889.75F PROPOSED NEW/REPLACED IMPERVIOUS SURFACE: 554.6 5F REQ'D SETBACKS: FRONT SETBACK (NORTH & EAST): 20' SiPE SETBACK (SOUTH & WEST): 5' PARKING: 2 REQUIRED PARKING SPACES PROVIDED iN EXISTING GARAGE BUILDING HEIGHT BUILDING HEIGHT LiMiT = 25' INFORMATION: REFER TO SHEET A2.0 AND A2.1 FOR DETAILED HEIGHT INFORMATION ENERGY CREDIT INFORMATION FUEL NORMALIZATION CREDIT FROM WASHiNGTON STATE ENERGY CODE TABLE R406.2 SYSTEM TYPE 1 = 0 CREDIT: COMBUSTION HEATING EQUIPMENT MEETING MiNiMUM FEDERAL EFFICIENCY STANDARDS FOR THE EQUIPMENT LISTED iN TABLE C403.3.2(4) OR C403.3.2(5) ENERGY CREDIT FROM WASHiNGTON STATE ENERGY CODE TABLE 406.3 ADDITIONS LESS THAN 5005F:1.5 CREDITS 1.4 EFFICIENT BUILDING ENVELOPE =1.0 PRESCRIPTIVE COMPLIANCE 15 BASED ON TABLE R402.1.1 WiTH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U=0.25 WALL R-21 PLUS R-4 C1 FLOOR R-38 BASEMENT WALL R-21 iN PLUS R-5 Ci SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 15% 7.1 APPLIANCE PACKAGE OPTION = 0.5 CREDITS ALL OF THE FOLLOWING APPLIANCES SHALL BE NEW AND INSTALLED iN THE DWELLING UNiT AND SHALL MEET THE FOLLOWING STANDARDS: DISHWASHER - ENERGY STAR RATED REFRIGERATOR (iF PROVIDED) - ENERGY STAR RATED WASHING MACHINE - ENERGY STAR RATED DRYER - ENERGY STAR RATED, VENTLE55 DRYER WiTH A MiNiMUM CEF RATING OF 5.2 ENERGY CREDIT 7.1 EXISTING DRYER DUCTS AND EXTERIOR DRYER TOTAL CREDITS =1.5 VENT CAPS ARE NOT PERMITTED TO BE INSTALLED IN THE ' DWELLING UNIT. WSEC TABLE R406.3 ITEM 7.1. L - - - - PRESCRIPTIVE REQUIREMENTS- ALL CLIMATE ZONES LOCATION KNALUE U-FACTOR FENESTRATION U-FACTOR N/A 0.25 5KYLiGHT 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 K-VALUE 21/21 0.056 FLOOR 38 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, A5-BUILT PLANS 02 SiTE PLAN SURV SURVEY A1.0 LOWER AND MAiN FLOOR DEMOLITION PLAN A1.1 LOWER FLOOR PLAN A1.2 MAiN FLOOR PLAN A1.3 ROOF PLAN, WINDOW AND DOOR SCHEDULES A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS A3.1 BUILDING SECTIONS A4.0 WALL SECTIONS A4.1 TYP. DETAILS 51.1 GENERAL STRUCTURAL NOTES 51.1 FOUNDATION/MAIN FLOOR PLAN 51.2 ROOF FRAMING PLAN 52.0 STRUCTURAL NOTES AND DETAILS 53.0 STRUCTURAL NOTES AND DETAILS 54.0 STRUCTURAL NOTES AND DETAILS W U Z o N w O v J NW L.L z Q C) J 3:z W L Z � Q LL1 D 9716 REGISTERED ARCHITECT GST DIMICHELLE 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: 04/27/2022 REV 1: 6/15/2022 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS RESUB Jun 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE:1/8" = 1'-0' SCALE:1/8" = 1'-0'' 01 DEMO RAiLiNG I I I DEMO WINDOW PREP FOR REPLACEMENT DEMO POSTS, PREP FOR NEW DECK — II II I I DEMO STORAGE I I ROOM II rr IIII �\ IIII \ Lf — — — DEMO INTERIOR WALLS, ALL FIXTURES AND FINISHES iN BATHROOMS DEMO DOOR, PREP FOR REPLACEMENT DEMO STAIR, - J L PREP FOR NEW STAIR L — — — J LOWER FLOOR DEMOLITION PLAN SCALE: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. DEMO WINDOWS PREP FOR REPLACEMENT DEMO DOOR, PREP FOR NEW DOOR T T T T T -1 I I I I I I I I I I I I I I I I I I I� I� DEMO STAIR PREP FOR I I I I I I REBUILD 11111 J 10 DEMO RAILING, PREP FOR NEW RAILING DEMO WINDOWS PREP FOR REPLACEMENT - DEMO WINDOW PREP FOR NEW WINDOW 8' 4'-411 51/2" 4 4 51/2" 41-411 5'-5 5/8" 3'-1/8" \ &_O', 3'-1/4" m m ocr- — DEMO WINDOW PREP FOR REPLACEMENT I I - - - I DEMO CEILING ABOVE - - = = = — AND PREP FOR NEW I ® I I VAULTED CEILING L--L—° DEMO BAY WINDOW DEMO CHIMNEY AND I I I DEMO ALL FIXTURES II PREP FOR NEW WINDOW FIREPLACE I I I AND FINISHES iN r o� I I KITCHEN i L� i �I I I I 1— II DEMO W4LL I L J I I I II l� _ - DEMO POSTS, BEAMS & I I I II II RAILING, PREP FOR a -JI REBUILD FRONT PORCH DEMO RAILING, - - - DEMO DOOR AND I DEMO EXTERIOR DEMO DOOR, PREP FOR NEW \ I I TRANSOM ABOVE, PREP WALLS & DOOR, \ AND WALL RAILING I I PREP FOR \ I I I FOR NEW DOOR &TRANSOM �. ADDiTiONla I I I x x I I I I�I� DEMO STAIR PREP FOR L , �'� - _ / / I I I I REBUILD - -� --- J r r iII III III I �___ 'I I DEMO DOOR, DEMO POSTS, BEAMS & i o PREP FOR iNFiLL DEMO EXTERIOR iI I DEMO ALL FIXTURES — I RAILING, PREP FOR WALLS iI I AND FINISHES IN — _ _ _ — — REBUILD FRONT PORCH BATHROOM _ _ _ _ i DEMO DOORS M DEMO WINDOW / PREP FOR N PREP FOR iI I DEMO DOOR L - - REPLACEMENT REPLACEMENT PREP FOR iNFiLL C� iI I DEMO DOOR AND WALL, L rr II PREP FOR NEW DOOR 1'-41/2" DEMO ROUGH / I L J \ 4'-2" a I OPENING i _ \ Ii I PREP FOR "- �r i II NEW F DOOR II III o I II \ IL�Iy ICI- J \� ` I I I ,tea. s n 1 4 Q 1r'^,' DEMO STAIR &DECK F — — — DEMO WALLS IIII PREP FOR NEW DECK — — — AND DOORS I �- DEMO DOORS & STAIR F — — — , L _— i AND WALLS L — — — J II DEMO WINDOW DEMO WINDOW I I PREP FOR NEW PREP FOR iNFiLL DEMO CLOSET & I I I WINDOW INTERIOR WALLS � II II II II 11 a II II �c II II � 1'-6" 41-0" 11'-7" 11 6-0" 2'-111/2" DEMO ROUGH OPENING DEMO ROUGH OPENING PREP FOR NEW PREP FOR NEW WINDOW WINDOW MAIN FLOOR DEMOLITION PLAN 9CALE: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 RESPONSiDILiTY OF THE BUILDER. CONTACT THE STRUCTURAL ENGINEER WiTH QUESTIONS. LU U Z o N LJJ Q U) o rn LJ L.L z Q C%) J � z w L Z I� 0 uJ D 9716 REGISTERED ARCHITECT *11761 Gam. /16-- HEIDI MICHELLE HELGESON STATE 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.206.542.3734 www.h2darchitects.com DATE: 04/27/2022 REV 1: 6/15/2022 PERMIT SET LOWER AND MAIN FLOOR DEMOLITION PLAN RESUB Jun 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1,0 PER THE GEO-TECH REPOF ' OF 3'-5' MAY BE NECESSAF BEARING SOIL FOR NEW F OR THE USE OF PIN PILES' i FOOTINGS MAY BE USED. ■ SPECIAL INSPECTIONS WIl LOWER FLOOR PLAN SCALE:1/4" = T-0" 0 EXISTING WALLS ® NEW WALLS NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE ROUGH OPENING SIZES, UNO. 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 CARBON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF THE BEDROOMS. THE ALARM AND SHALL BE 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 (S.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO DE INSTALLED 3'-0" MiNiMUM FROM BATHROOM DOORS. UP LLJ Q GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) EX15TiNG LOWER FLOOR AREA (CONDITIONED) 011.7 SF EXISTING STORAGE (UNCONDITIONED) 56 SF EXISTING GARAGE (UNCONDITIONED) 537 SF N W U Z o IN W Q U) o rn W z Q n J � z W �e Lo � Z P.- o W D v 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE 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.206.542.3734 www.h2darchitects.com DATE: 04/27/2022 REV 1: 6/15/2022 PERMIT SET LOWER FLOOR PLAN RESUB Jun 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AlA A3.0 ALIGN 'T=11111111111 imi m 50 CFM FAN; VENT TO OUTSIDE, TYP— TRELLiS PER STRUCTURAL A3.0 NEW POSTS & BEAMS PER STRUCTURAL TYP WRAP PER DETAIL NEW 36" GUARDRAIL HT — — — — — — — — — — — I — — — — DECK — — — — — I I EXISTING z o NEW DECKING REFER TO STRUCTURAL I c 20'-0 5A8"+/- w 8' 51/2" 511/k 41-41 41-4" 41-4" 11 5'-5 5/8" z I 15 16 I 17 I F F INEW INEW SKYLIGHT SKYLIGHT I--J I--J DINING HARDWOOD 06 :PLACE NO lab I EXTEND OR REBUILD WALLS PER PNTRY I STRUCTURAL KITCHEN I� HARDWOOD I NEW BEAM F — INEW I�LL PER STRUCTURAL 15KYLiGHT WRAP PER DETAIL L — II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �?— LIVING HARDWOOD 0 07 EXTEND OR REBUILD C WALL PER A3.0 STRUCTURAL 36 RA GE NEW POST EV AND BEAMS o� 13'-6 3/8" 6'-81/2" — — F — — — — PER STRUCTURAL 8'-61/8" 5'-O 1/4" 1 1 WRAP PER DETAIL 101/2" 4" 2'-2 1/4" 3'-2" 4'-5 5/8" 2'-6" INSTALL NEW 36" 19 ALIGN _ r I — 5-TRUCTU"L _ _ sx L WRAP PER DETAIL �'z �Uj L-------� ——— DE-CK — — — DECKiNG___� - r — -- — — — — —— 70 I— — — — — — — — 18 N ,I Ow /Z o \ INSTALL NEW 36" ~ GUARDRAIL HT I 8'-0 5/8"+l- DECK ALIGN WiTH HOUSE cif A 50 CFM FAN; VENT TO OUTSIDE, TYP —/ TEMPERED GLAZING 9 / SHOWER PANEL AND DOOR 80 CFM FAN; VENT TO OUTSIDE, TYP A .0 D A3.0 MAIN FLOOR PLAN GUARDRAIL HT DN NEW A D 00 T EADS FRONT PORCH iN EXISTING I FOOTPRINT WINE FPALIGN o — — 2 c� O9 TRANSOM I zD I EXISTING I N >� E H R W OD DN HARDWOOOD I TEA 5 -- — �� -- —— — ---— — � J BA I Ill W U 1 NEW FINISHES — 1 VER F EX BED EXi5TiNG EX 1 — — — SKYLIGHT EPLAC10 3-6 7/8 +/- 6-11 F oz w 0 1'-4" 4'-2 1/2" ° ,z Z REPLAC 12 I of o 7'-5" A3.1 SCALE:1/4" = 1'-0" EXISTING WALLS ® NEW WALLS NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE ROUGH OPENING SIZES, UNO. 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 CARBON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF THE BEDROOMS. THE ALARM AND SHALL BE LISTED A5 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 A5 REQUIRED. 6. SMOKE DETECTORS (S.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO DE INSTALLED 3'-0" MiNiMUM FROM BATHROOM DOORS. 1� EGRE55 1-7 11'-7 3/8"+/- A3.1 p II II Cv N •m ANEW POST cif AND BEAMS PER STRUCTURAL WRAP PER DETAIL B REPLACE A3.0 09 EGRESS 1'-41/2" 1 A A4.0 A3.0 INSTALL RANGE HOOD; HOODS OVER 400 CFM REQUIRE MAKE UP AiR. MAKE UP AiR TO BE INTERLOCKED WiTH FAN OPERATION AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST AiR RATE THAT i5 iN EXCESS OF 400CFM PER M1503.4. INSTALL GAS STUB 9 RANGE GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) EXISTING MAiN FLOOR AREA 1514.8 5F NEW ADDITION: 59.4 SF TOTAL MAiN FLOOR CONDITIONED AREA 1574.2 5F TOTAL CONDITIONED AREA (ALL FLOORS) 2385.9 SF N IJ U z o cv LLB Q U) O 00 W L.L z Q U) J � z w CN z I� 0 w D 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: 04/27/2022 REV 1: 6/15/2022 PERMIT SET MAIN FLOOR PLAN RESUB Jun 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ■ DOOR SCHEDULE ID R.O. DIMENSIONS *SEE NOTE 1 DOOR LEAF DIMENSIONS TYPE THICK AREA (SF) NOTES U-VAL WIDTH HEIGHT W HT LOWER FLOOR 01 4'-2" 6-10 1/2" 4'-0" 6'-8" SWING 0'-1 3/81, 0.00 FRENCH POOR 02 2'-10" 6-10 1/2" 3'-0" 7-0" BARN 0'-1 301 0.00 VERIFY PANEL OVERSIZE OPENING MiN 2" 03 2'-8" 6-10 1/2" 2'-6" 6'-8" SWING 1 0'-1 301 0.00 VERIFY POOR TYPE, TEMPERED 04 2'-10" 6-10 1/2" 2'-8" 6'-8" SWING 1 0'-1 3/8" 0.00 05 2'-2" 6-10 1/2" 2'-0" 6'-8" SWING 1 0'-1 3/81, 0.00 06 2'-10" 6-10 1/2" 2'-8" 6'-8" SWING i O'-1 3/4" 0.00 07 9'-4" 7-21/2" 9'-0" 7-0" ROLL UP O'-1 3/4" 9.60 GARAGE POOR, TEMPERED; VER FiT iN EX R.O. 08 9'-4" 7-21/2" 9'-0" 7-0" ROLL UP O'-1 3/4" 9.60 GARAGE POOR, TEMPERED; VER FiT iN EX R.O. ENTRY 09 16-0 1/2" 10-10 1/2" 3'-0" 6'-8" SWING 1i 0'-1 3/4" 18.60 1 TEMPERED W/ (2) 1'-6" SiDELiTE .20 MAiN FLOOR 10 2'-6" 0-10 1/2" 2'-4" 6'-8" SWING 1 0'-1 5/8" 0.00 VER FiT EX R.O. 11 2'-8" 6-111/2" 2'-6" 6'-9" SWING 1 0'-1 5/81, 0.00 VER FiT EX R.O. 12 4'-2" 6-10 1/2" 4'-0" 6'-8" SWING 0'-1 5/8" 0.00 FRENCH POOR, VER FiT EX R.O. 13 2'-8" 6-10 1/2" 2'-6" 6'-8" SWING 1 0'-1 5/8" 0.00 14 2'-7" 6-10 1/2" 2'-6" 6'-8" POCKET 0'-1 3/8', 0.00 VER R.O. W/ MFR. REQ'T5 15 2'-7" 6-10 1/2" 2'-6" 6'-8" POCKET 0'-1 5/8" 0.00 VER R.O. W/ MFR. REQ'T5 16 2'-8" 6-10 1/2" 2'-6" 6'-8" SWING 1 0'-1 5/8" 0.00 17 3'-01, 6-10 1/2" 2'-10" 6'-8" SWING 1 0'-1 5/8" 0.00 18 3'-01, 6-10 1/2" 2'-10" 6'-8" SWING i 0'-1 5/4" 0.00 19 3'-2" 6-10 1/2" 3'-01, 6'-8" SWING i 0'-1 5/4" 20.90 TEMPERED .20 20 j 2'-6" 6-10 1/2" 2'-4" 6'-8" SWING 1 0'-1 5/8" 0.00 TOTAL EXTERIOR DOOR AREA: �Dodu MANUFACTURER: INTERIOR: SiMPSON OR EQ. SOLID CORE D00R; PANEL TYPE TO BE SELECTED EXTERIOR: TO BE SELECTED EXTERIOR DOORS TO BE NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER. 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 AS SCHEDULE pnrkl=-r / \ I, AS SCHEDULE w AS SCHEDULE 5WTKl( AS SCHED. G1A/1N(- i w I, AS SCHEDULE W WINDOW SCHEDULE ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER AREA (SF) NOTES U-VAL WIDTH HEIGHT LOWER FLOOR 01 6-0" 4'-0" 6'-101/2" A H.S. 22.40 EGRESS, VER FiT iN EX R.O. .25 02 4'-0" 4'-0" 6-10 1/2" A H.S. 14.70 VER FiT iN EX R.O. .25 03 6-0" 4'-0" 6-10 1/2" A H.S. 22.30 EGRESS, VER FiT iN EX R.O. .25 04 6'-0" 4'-0" 6-10 1/2" A H.S. 22.40 VER FiT iN EX R.O. .25 05 2'-8" 2-8" 6'-8" B P 6.30 VER FiT iN EX R.O. .25 MAiN FLOOR 06 6-0" 4'-0" 6-10 1/2" A H.S. 22.40 VER FiT iN EX R.O. .25 07 6-0" 3'-6" 6-10 1/2" A H.S. 19.40 VER FiT iN EX R.O. .25 08 5'-11" 3'-0" 6-71/2" B P 16.20 TRANSOM DOOR #9; VERIFY SiZE AND H.H. .25 09 6'-0" 4'-0" 6-10 1/2" A H.S. 22.30 EGRESS, VER FiT iN EX R.O. .25 10 6-0" 2'-0" 6-10 1/2" A H.S. 10.60 VER FiT iN EX WiDTH .25 11 6-0" 4'-0" 6-10 1/2" A H.S. 22.40 EGRESS .25 12 4'-0" 2'-0" 6-10 1/2" A H.S. 7.00 TRANSLUCENT, TEMPERED .25 13 34" 5'-6" 74' B P 17.00 VER FiT iN EX R.O. .25 14 34" 5'-6" 71--4" B P 17.00 VER FiT iN EX R.O. .25 15 44" 5'-6" 71-4" B P 22.60 VER FiT iN EX R.O. .25 16 44" 5'-6" 74' B P 22.60 VER FiT iN EX R.O. .25 17 44" 5'-6" 74' A H.S. 22.60 VER FiT iN EX R.O. 25 18 8'-O" 5'-0" 6'-8" A H.S. 37.80 VER FiT iN EX R.O. .25 SKYLIGHTS 19 1101/2" 2-10 1/2" --- FIXED 6.80 VELUX FCM 2234 OR SELECTED 0.50 20 1101/2" 2'-10 1/2" - FIXED 6.80 VELUX FCM 2234 OR SELECTED 0.50 21 1'-101/2" 2-10 1/2" - FIXED 6.80 VELUX FCM 2234 OR SELECTED 0.50 22 1'-101/2" 3-10 1/2" - FIXED 6.80 VELUX FCM 2246 OR SELECTED 0.50 23 1'-101/2" 3'-101/2" - FIXED 6.80 VELUX FCM 2246 OR SELECTED 0.50 TOTAL EXTERIOR WiNDOW AREA: 582.00 NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER MANUFACTURER: TO BE SELECTED SERIES: TO BE SELECTED 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. 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 WiNDOW5 iN SHOWERS TO BE VINYL OR RATED FOR USE iN WET LOCATION. VERIFY CONFIGURATION OF SHOWER WINDOWS WiTH OWNER PRIOR TO ORDERING. KEY A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE S.H. = SINGLE HUNG H = HOPPER ALIGN WiT EXISTING C A3.0 g 2 A3.0 A4.0 A A3.0 cif W Dc)cz o> CA�, -.0 D B A A3.0 A3.1 A3.1 ROOF PLAN SCALE:1/4" = 1'-0" OF )OR N LU U Z o cv w Q U) O 00 O� W L.L z Q U) J 3:z w Lo 2i Z ll�- 0 LiJ D v 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: 04/27/2022 REV 1: 6/15/2022 PERMIT SET ROOF PLAN, WINDOW AND DOOR SCHEDULES RESUB Jun 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT n 1 A1,3 HEIGHT LiMiT = 233'-10" ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- REPLACE ROOF PER STRUCTURAL NEW POST PER STRUCTURAL 36" HiGH GUARDRAIL ASSEMBLY TYP. REBUILD ST EX D.� 30 YR ARCHITECTURAL ASPHALT COMPOSITE ROOFING TO MATCH EXISTING; CONTINUOUS RIDGE VENT, TYf NEW M 129 a m REP NEW POSTS AND BEAM PER STRUCTURAL, WRAP PER DETAIL 51/2 V \ 12 ®till Ilill� r— EX ROOF EL = 21'-41/4"+/- (T.O. EX ROOF) EL = 228'-4 3/8"+/- EX MAiN FLOOR PLATE EL = 10-15/8"+/- (T.O. EX PLATE) EL = 223'-1 3/4"+/- 36" HiGH GUARDRAIL ASSEMBLY TYP. 0 EX MAiN FLOOR EL = 84 5/8"+/- T.O. EX SUBLR) EL = 215'-4 3/4"+/- AVERAGE GRADE = 208'-10" --- ---------------------------------------------------------- - -------------------- EXiSTiNG STEP TO REMAIN ------------ ------- — --- EX LOWER FLOOR EL =0'-O" (T.O. EX SLAB) EL = 207-01/8"+/- NORTH ELEVATION SCALE:1/4" - 10'' iNFiLL EX WINDOW SiPING TO MATCH EXISTING LAGEJ n � I I EAST ELEVATION SCALE:1/4" - 1'-0" EXISTING STEP POSTS REFER PER TO REMAIN STRUCTURAL EXISTING ROOF TO REMAIN PORCH TO DE REBUILT iN EXISTING FOOTPRINT, NO INCREASE iN WIDTH, LENGTH —Ott-HEIGHTJS ALLOWED -PEA REP ACE EX EG 55 D. NEW NEW RE1 C 11/1111 11 hd I I I I I H NEW 30 YR ARCHITECTURAL ASPHALT COMPOSITE ROOFING TO MATCH EXISTING; CONTINUOUS RIDGE VENT, TYP EV REP --> NEW POSTS AND BEAMS PER STRUCTURAL 36" HiGH GUARDRAIL —ASSEMBLY TYP. — — — — — — — — — — — — — RE REP F- —> HEIGHT LiMiT = 233'-10" EXTERIOR NOTES: 1. REPAINT EXTERIOR PER INTERIOR DESIGNER'S FiNiSH LiST. EX ROOF EL = 21'-41/4"+/- (T.O. EX ROOF) EL = 228'-4 3/8"+/- EX MAiN FLOOR PLATE EL =16-1 5/8"+/- (T.O. EX PLATE) EL = 223'-1 5/4"+/- EX MAiN FLOOR EL = 8'-4 5/8"+/- _ (T.O. EX SUBLR) EL = 215'-4 3/4"+/- ---Li----11----II IL ---f f - ------------REBUILD STAIR -----------------------------------------------I------- AVERAGE GRADE = 206-10"---------------------------- ,� EX LOWER FLOOR EL =0'-O" (T.O. EX SLAB) EL = 207-01/8"+/- LU U Z o N LJJ Q U) o rn W L.L z Q � J � z w i Lo Z � Q W D 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE 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.206.542.3734 www.h2darchitects.com DATE: 04/27/2022 REV 1: 6/15/2022 PERMIT SET EXTERIOR ELEVATIONS RESUB Jun 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2,0 NEW SKYLIGHT BEYOND NEW TRELLIS PER STRUCTURAL AND DETAILS NEW SiDiNG TO MATCH EXISTING 36" HiGH GUARDRAIL ASSEMBLY TYP. VIEW TEMP. NEW STAIR, DECK & RAILING rri � POST PER STRUCTURAL WRAP PER DETAIL NEW I EW F- -� BANS. HEIGHT LiMiT= 233'-10" EXISTING ROOF TO REMAIN EX ROOF EL = 21'-41/4"+/- (T.O. EX ROOF) EL = 228'-4 3/8"+/- EX MAiN FLOOR PLATE EL =16'-1 5/8"+/- (T.O. EX PLATE) EL = 223'-1 3/4"+/- NEW POST & BEAMS PER STRUCTURAL, WRAP PER DETAIL EX MAiN FLOOR EL = 6-4 5/8"+/- NEW RAILING _ ,` (T.O. EX SUBLR) EL = 2154 3/4"+/- NEW SiDiNG TO MATCH EXISTING AVERAGE GRADE = 208'-10" EX LOWER FLOOR EL =0'-O" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (T.O. EX SLAB) EL = 207-01/8"+/- SOUTH ELEVATION SCALE:1/4" = 1'-0" 30 YR ARCHITECTURAL ASPHALT COMPOSITE ROOFING TO MATCH EXISTING; CONTINUOUS RIDGE VENT, TYF NEW POSTS AND BEAM PER STRUCTURAL WRAP PER DETAIL EXi 5TING 36" HiGH GUARDRAIL ASSEMBLY TYP. t < - � EXISTING DECK, REFER TO STRUCTURAL EXISTING SiDiNG TO REMAIN EXISTING 5TE125 TO REMAIN WEST ELEVATION SCALE:1/4" = 1'-0" HEIGHT LiMiT = 233-10" EXISTING ROOF TO REMAIN NEW TRELLIS PER STRUCTURAL AND DETAIL EXIST. EXIST. NEW NEW SiDiNG TO MATCH EXISTING EX ROOF EL = 21'-41/4"+/- (T.O. EX ROOF) EL = 228'-4 3/8"+/- NEW EX MAiN FLOOR PLATE EL =16-1 5/8"+/- (T.O. EX PLATE) X EL = 223'-1 3/4"+/- 5. iNFiLL WINDOW & DOOR SiDiNG TO MATCH EXISTING NEW DECK & STAIR 36" HiGH GUARDRAIL ASSEMBLY TYP. EX MAiN FLOOR EL = 6-4 5/8"+/- (T.O. EX SUBLR) EL = 215'-4 3/4"+/- / AVERAGE GRADE = 208'-10" ------------------ - ------------------------------------------------------------------ NEW POSTS PER STRUCTURAL � EX LOWER FLOOR EL =0'-0" (T.O. EX SLAB) EL = 207-01/8"+/- w U z o N w O 0-5 LLJ L.L z Q C%) J � z w L z � 0 w D 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE 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.206.542.3734 www.h2darchitects.com DATE: 04/27/2022 REV 1: 6/15/2022 PERMIT SET EXTERIOR ELEVATIONS RESUB Jun 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2,1 BUILDING SECTION SCALE:1/4" = 1-0" 12 BUILDING SECTION SCALE:1/4" = 1'-0" 1 A4.0 BUILDING SECTION u SCALE:1/4" = 11-0" 3 A4.0 IT III TJ 111 -T A A llA r-1 BUILDING SECTION Li ) SCALE:1/4" = 1'-0" W U Z o N W Q U) o rn W z Q n J � z W �e Lo � Z P.- o W D v 9716 REGISTERED ARCHITECT *"7t( Gam. /16-- HEIDI MICHELLE HELGESON STATE 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.206.542.3734 www.h2darchitects.com DATE: 04/27/2022 REV 1: 6/15/2022 PERMIT SET BUILDING SECTIONS RESUB Jun 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3,0 IV BUILDING SECTION SCALE:1/4" = 1'-0" BUILDING SECTION SCALE:1/4" = 1'-0" W U Z o cN W Q o rn W � z Q U) J z W Lo � Z rZ o W D v 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE 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.206.542.3734 www.h2darchitects.com DATE: 04/27/2022 REV 1: 6/15/2022 PERMIT SET BUILDING SECTIONS RESUB Jun 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3,1 M. BED EX GARAGE WALL SECTION SCALE: 1/2" = 1'-0" 12 16.75 (VER) llll ^ p L�"i -50 YR ARCHITECTURAL ASPHALT ROOF (MATCH EXISTING) -HENRY BLUE SKiN RF200 (OR BETTER) DRAINAGE PLANE, INSTALL SHINGLE FASHION -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -BAFFLE FOR 2" MiN AiR SPACE -MiN R-38 RiGiD OR GATT INSULATION -5/8" GWB -PVA PRIMER /-----------� I I I I I I\ I — — — — — — — — — -- -50 YR ARCHITECTURAL ASPHALT ROOF (MATCH EXISTING) -HENRY BLUE SKiN RF200 (OR BETTER) DRAINAGE PLANE, INSTALL SHINGLE FASHION -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -1/2" T&G SOFFIT, T.B.D. NEW BEAM PER STRUCTURAL, WRAP PER DETAIL EX DECK TYP EXTERIOR RAILING 0 BEAM PER STRUCTURAL, WRAP PER DETAIL NEW DECKING, FRAMING PER STRUCTURAL INSTALL FLASHING AND DRiP TYP TYP ATTIC ROOF ASSEMBLY -EXISTING ROOFING -EXISTING ROOFING PAPER -EXISTING SHEATHING -EXiSTiNG FRAMING OR PER STRUCTURAL -BAFFLE FOR 2" MiN AiR SPACE -EXISTING OR MiN R-49 RiGiD OR GATT INSULATION -EXISTING FiNiSH CEILING OR 5/8" GWB -PVA PRIMER VER EX: (2) 2" HOLES PER BAY Ca) BLOCKING W/ WiFE INSECT SCREEN EXISTING EAVE ASSEMBLY -VER EXISTING CONT. 2" VENT OR INSTALL NEW EXISTING GUTTER AND DOWNSPOUTS TYP EXISTING EXTERIOR WALL ASSEMBLY @ MAIN FLOOR & LOWER FLOOR -EXISTING SiDiNG OR PER ELEVATIONS -EXISTING WRB OR HENRY BLUESKiN VP100 (OR BETTER) WEATHER RESISTANT BARRIER -EXISTING SHEATHING OR SHEATHING PER STRUCTURAL -EXISTING FRAMING OR NEW FRAMING PER STRUCTURAL @ AREAS OF ALTERATION -EXISTING INSULATION OR R-15 H.D. GATT INSULATION INSTALLED AT ALL EXPOSED 2X4 STUD BAYS OR R-21 GATT INSULATION iN EXPOSED 2X6 STUD WAYS -1/2" GWB Cad AREAS OF ALTERATION -PVA PRIMER TYP EXISTING MAIN FLOOR ASSEMBLY -FiNiSH FLOOR PER PLAN -EXISTING SHEATHING -EXISTING FRAMING (VERIFY DiMENSION) -EXISTING INSULATION OR INSTALL R-38 GATT INSULATION 9 EXPOSED AREAS OVER UNCONDITIONED SPACES -EXISTING GWB OR 5/8" TYPE'X' GWB TYP EXISTING EXTERIOR WALL ASSEMBLY @ GARAGE -EXISTING BRICK VENEER -EXISTING 1/2" AiR SPACE -EXISTING BULiPING PAPER -EXISTING SHEATHING -EXISTING FRAMING -EXISTING FiNiSH WALL BEAM PER STRUCTURAL; WRAP PER DETAIL WRAP W/ 1x_ CEDAR, GLUE & NAiL; PAINTED, TYP 1/2 REVEAL, TYP POST BEYOND PER STRUCTURAL; WRAP PER DETAIL TYP EXTERIOR BEAM WRAP DETAIL ill 5/4X4 EXTERIOR RATED TYP DECK ROOF ASSEMBLY -POLYCARBONATE PANEL OR SELECTED, VERIFY CONNECTION W/ SELECTED MFR AND STRUCTURAL -FRAMING PER STRUCTURAL MTL DRiP EDGE, TYP BEAM PER STRUCTURAL, WRAP PER DETAIL -- POST PER STRUCTURAL — MITERED CORNERS, TYP/ WI) RAiL, SCREW TO i'---- -- --1�\ WRAP W/ 1x_CEDAR, METAL TOP RAIL I I GLUE & NAIL; \ I PAINTED, TY 1X2 METAL TOP RAiL I TYP POST WRAP DETAIL 1 "=1'-O" I 1"x1/4" METAL RAILING, 4" MAX SPACING I POST PER STRUCTURAL, WRAP PER DETAIL I I 11/2" METAL POST t:L I o o I ------------------- ----- I I i EXTERIOR RAILING PER DETAIL \ I I TYP NEW DECK ASSEMBLY j I TYP NEW DECK ASSEMBLY I METAL CAP FLASHING o I -5/4X4 DECKING (TO BE SELECTED) e I -P.T. FRAMING PER STRUCTURAL I I RAILING CONNECTION I PER STRUCTURAL I ` I 5/4X10 WD FASCIA, TYP 5 BEAM PER STRUCTURAL ---- --- ---�/ "CONFIRM RAILING W/ OWNER PRIOR TO ORDERING TYPICAL NEW EXTERIOR RAILING ASSEMBLY WALL SECTION SCALE: 1/2" = 1'-0" CURB CURB -MOUNTED FIXED SKYLIGHT CURB SiLL FLASHING PER MANUF.'S REQ'S — UNDERLAYMENT NOTE 1 & 3 30 YEAR ASPHALT COMP. ROOFING MATERIAL 5/8" GWB TYP. TYP. ROOF A55EM13LY �aco TYP SKYLIGHT DETAIL 1 1/2" =1'-0" tk POST PER STRUCTURAL, WRAP PER DETAIL EX GRADE _ z; I � I � I � I i I � FASTEN SKYLIGHT TO CURB WiTH FiNiSH SCREWS UNDERLAYMENT NOTE 1 & 3 SADDLE FLASHING SHEATHING _ i — HEAD FLASHING PLACED BETWEEN UNDERLAYMENT — HEADER PER STRUCT. VERIFY CLEARANCE FOR GUTTER BETWEEN EAVE AND BEAM LOCATION TYP 12" 1/4" F DECK TYP VAULTED ROOF A55EM13LY 9 GREAT ROOM MATCH EXIST. OUTRIGGER PER STRUCTURAL TYP EXIST EXT WALL ASSEMBLY -EXISTING SiPING, PATCH TO MATCH 9 AREAS OF ALTERATION -EXISTING BUILDING PAPER OR INSTALL HENRY 13LUESKiN VP100 OR BETTER WEATHER RESISTANT BARRIER 0 AREAS OF ALTERATION -EXISTING SHEATHING OR CDX PLYWOOD SHEATHING PER STRUCTURAL -EXISTING FRAMING OR FRAMING PER STRUCTURAL -EXISTING INSULATION OR FiLL EXISTING EXPOSED 2X4 BAY WiTH R-15 H.D. GATT INSULATION OR EXPOSED 2X6 BAY W/ R-21 H.D. GATT INSULATION -1/2" GWB -PVA PRIMER TYP EX. MAIN FLR ASSEMBLY -EX OR NEW FiNiSH FLOOR -EXiSTiNG SHEATHING OR SHEATHING PER STRUCTURAL -EXISTING FRAMING OR FRAMING PER STRUCTURAL -EXISTING FiNiSH CEILING OR 5/8" GWB TYP EXISTING LOWER FLOOR ASSEMBLY -FiNiSH FLOOR PER PLAN -EXiSTiNG CONCRETE SLAB ON GRADE EX GRADE EXISTING FOOTING DRAIN, VERIFY LLI U Z o cv w Q O 00 4) W L.L z Q J 3: z w L Z � 0 Lu 9716 REGISTERED ARCHITECT G4. A� 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 EDMONIDS, WA 98020 P.2065423734 www.h2darc h i tects.c om DATE: 04/27/2022 REV 1: 6/15/2022 PERMIT SET WALL SECTIONS RESUB Jun 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WALL SECTION SCALE:1/2" = 1'-0" WALL SECTION SCALE:1" = 1'-0" WALL SECTION SCALE:1/2" = 1'-0" iNTERiOR EXTERIOR iNTERiOR EXTERIOR R-10 FOAM Cad HEADER TYP TYP EXTERIOR R-10 FOAM COD TYP EXTERIOR WALL ASSEMBLY WALL ASSEMBLY HEADER TYP--I, YP HEADER PER STRUCTURAL 1/2" GWB SELF-ADHESIVE WATERPROOF FOLD TI WEATHER RESISTIVE BARRIER OR EXIST SELF-ADHESIVE WATERPROOF WD TRiM MEMBRANE INSTALL PER DETAIL AND TEMPORARILY MEMBRANE INSTALL PER 7/A4.1 PER TYP 8/A4.1 WEATHER RESISTIVE SECURE EXTERIOR SHEATHING 1/2" GWB DETAIL 15/A4.1 _A-- MTL FLASHING OVER WD TRiM BARRIER MTL FLASHING OVER WD TRiM FOLD UP WEATHER -RESISTIVE WD TRIM PER HEADER PER BARRIER & TEMPORARILY TYP DETAIL STRUCTURAL PREPRiMED CEDAR TRiM 20 SECURE 13/A4.1 PER TYP DETAIL 14/A4.1 �� EXTERIOR SHEATHING WINDOW LINER WD TRiM PER TYP DETAIL 12/A4.1 DOOR JAMB PRE -HUNG DOOR PER SCHEDULE TAPE WEATHER RESISTIVE 1O SiLL PLATE WINDOW PER WINDOW WEATHER- STRIPPING BARRIER i / I C D O I 5 HE ULE TYP TYP WIND�OW�HEAD TYP EXTERIOR DOOR HEAD4 TYP EXTERIOR WALL ASSEMBLY TYP EXTERIOR WALL ASSEMBLY WD TRiM PER TYP SELF-ADHESIVE WATERPROOF DETAIL 12/A41 MEMBRANE INSTALL PER DETAIL 8/A41 a 5 WEATHER-RES15TiVE WRAP INTO OPENING I I i I I � I I I I o- / SiLL TAPE (WATERPROOF, WATERPROOF / a AIRTIGHT TAPE) / WATERPROOF AIRTIGHT TAPE I • @ WD TRiM PER TYP DETAIL 14/A4.1 A1RTiGHT TAPE 5 WATERPROOF AIRTIGHT TAPE LEDGER FLASHING WEATHERSTRiPPiNG TYP FOR SEALING SELF-ADHESIVE WATERPROOF AROUND DOORS / MEMBRANE INSTALL PER 7/4.1 PRE -HUNG DOOR WINDOW FLASHING O PER SCHEDULE 6INSTALL FLANGED WINDOW AND FASTEN TO / 1. CUT THE WRB . FLUSH WITH THE ROUGH OPENING / WD TRiM PER TYP DETAIL DOOR JAMB 2. CUT THE WRB AT 45 DEGREE ANGLE TO A POINT STRUCTURE PER MFR'S INSTRUCTIONS. SEAL TOP OF JOISTS 13WD TRiM PER TYP DETAIL 15/A4.1 9" /A4.1 UP AND 9" OUT FROM THE UPPER CORNERS OF 7. WRB AT TOP FLANGE: UNFOLD WRB AND RUN iT / UNDER DECKING OVER THE TOP OF FLANGE. ' 1/2" GWB 1/2" GWB THE ROUGH OPENING 8. FLANGE TAPE: USE FLANGE TAPE TO SEAL 3. FOLD UP WRB FLAP AT HEAD AND TEMPORARILY BOTTOM FLANGE TO THE WRB. PRESS FIRMLY TO TYP WINDOW �IA�MB TYP EXTERIOR DOOR JAMB SECURE WITH MASKING TAPE 50 THAT IT CAN BE AFFIX. DOOR FLASHING INSTALLED OVER THE HEADER FLANGE OF THE 9. TAPE THE SiDE FLANGES TO THE WRB. - WINDOW LATER. 1. CUT THE WRB FLUSH AT THE DOOR R.O. / 4. FOLD BACK THE OTHER TWO EDGES OF THE WRB 11. TAPE THE WRB TO THE TOP FLANGE TAPE THE DIAGONAL CUTS iN THE WRB ABOVE 2. AT THE DOOR R.O. HEAD, CUT THE WRB AT 45 DEGREE INTO THE ROUGH OPENING AND SECURE BY THE WINDOW HEAD. ANGLE TO A POINT 9" UP AND 9" OUT FROM THE UPPER DOOR PAN EXTERIOR DOOR W/ T SiLL PER TYP DETAIL INTEGRAL THRESHOLD STAPLING. TO ENSURE POSITIVE DRAINAGE OF THE CORNERS OF THE ROUGH OPENING BACKER ROD x cz SiLL/PREVENT WATER INTRUSION, ADD A BACK DAM * 3. FOLD UP WRB FLAP AT HEAD AND TEMPORARILY SECURE (2) BEADS OF BUTYL CAULK OR SLOPE SILL AT THE BOTTOM OF THE R.O. NOTE: MAKE SURE TAPING 15 DONE FROM BOTTOM WiTH MASKING TAPE 50 THAT iT CAN BE INSTALLED OVER FINISH FLOOR � o ALONG SILL, INSIDE FRONT AND TO TOP 50 THAT ALL TAPE JOINTS ARE PROPERLY 6. INSTALL WP AIRTIGHT TAPE ON THE JAMB AND N REAR EDGES, EXTEND CAULK 3" SHiPLAPPED. THE HEADER FLANGE OF THE WINDOW LATER. INTO THE FULL INTERIOR DEPTH OF THE ROUGH TYP FLOOR x UP SiDES OF ROUGH OPENING 5. INSTALL SiLL TAPE ON WINDOW SiLL, EXTENDING 4. FOLD BACK THE OTHER TWO EDGES OF THE WRB INTO THE OPENING OVERLAPPING THE WRB. 2x_ WD SiLL W/ SLOPE & DRiP ASSEMBLY w iT UP EACH SiDE A MiN OF 4". ACCURATELY PRESS ROUGH OPENING AND SECURE WiTH AIRTIGHT TAPE. ADD A 7. INSTALL WP AIRTIGHT TAPE TO THE HEAD SELF ADHESIVE FLEXIBLE FLASHING, INTO CORNERS. OVERLAP THE VERTICAL FACE OF BACK DAM OR SLOPE SiLL AT THE BOTTOM OF THE R.O. 8. TAPE THE DIAGONAL CUTS iN THE WRB ABOVE SELF-ADHESIVE WATERPROOF SL� EXTEND BELOW SLAB, MINIMIZE THE WRB APPROXIMATELY MiN 1". TRiM AND THE DOOR HEAD. MEMBRANE, INSTALL PER 7/A4.1 ENETRATiONS FOR REBAR PRESS/STRECH AROUND BOTH CORNERS. 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 CAULK SiDE A MiN OF 6". ACCURATELY PRESS INTO CORNERS. TO TOP SO THAT ALL TAPE JOINTS ARE PROPERLY TYP EXTERIOR OVERLAP THE VERTICAL FACE OF THE WRB APPROXIMATELY SHiPLAPPED. WALL ASSEMBLY SUB SiLL 2X CEDAR TRiM MiN 3". TRiM AND PRESS/STRECH AROUND BOTH CORNERS. INTERIOR EXTERIOR TO BE PRESSURE DECK OR SiM TREATED TYP WINDOW SILL TYP DOOR THRESHOLD TYP WINDOW FLASHING DTL TYP DOOR FLASHING DTL @ EXTERIOR 6 7 N.T.S. 3 1" =1'-0" OR APPROVED EQUAL 8 N.T.S. OR APPROVED EQUAL TYPICAL WINDOW NOTE: 1. INSTALL BACKER ROD AND/OR FOAM INSULATION @ ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP R-10 FOAM Cad HEADER TYP EXTERIOR WALL PREPRiMED CEDAR PREPRiMED CEDAR TYP ASSEMBLY TRiM TO MATCH TRiM TO MATCH WD TRiM TO HEADER PER SELF-ADHESIVE EXISTING EXISTING MATCH GWB, UNO EXiSTiNG STRUCTURAL WATERPROOF GWB WRAP TO MATCH (VERIFY W/ MEMBRANE INSTALL EXISTING (VERIFY W/ OWNER PRIOR WD TRiM PER TYP TiLE OVER PER 7/A4.1 OWNER PRIOR TO INSTALL TO INSTALL) DETAIL 15/A4.1 DOOR PER SCHEDULE WATERPROOFED MTL FLASHING OVER BACKER BRD. WD TRiM WINDOW PER WINDOW WRAP TiLE Cad WD TRiM PER TYP SCHEDULE JAMB, TYP LINE OF R JALIN, DOOR DOOR FRAME DOOR JAMB WINDOW HEAD DETAIL 12/A4.1 WINDOW PER WINDOW ; '' JAMB, TYP DE TRIM 1 PER TYP 2x_ WOOD SILL, WITH � DETAIL 15/A4.1 SEALANT SLOPE AND DRiP, SET SCHEDULE DOOR PER DOOR DOOR PER SCHEDULE GWB, UNO WINDOW PER WINDOW DOOR PER DOOR SCHEDULE PROUD OF FACE OF SiDE SCHEDULE SCHEDULE TRiM TYP 5/4x_ WOOD SiLL, / PAINTED TYP WNDW HEAD SHOWER TYP EX�TW�N�DWJTRI M TYP �IN T. WN DW TRIM TYP EXT. DOOR�TRIM TYP I NT. DOO�RT�R M TYP I NT DOOR HEAD TYP I NT DOOR JAM B 16 TYP EXTERIOR WALL ASSEMBLY WD TRiM PER TYP CL DETAIL 12/A4.1 DOOR, WHERE OCCURS DOOR, WHERE OCCURS TYP ROOF ASSEMBLY @ FiNiSH WOOD FLOORING FiNiSH WOOD FLOORING FiNiSH VAULTED CEILING CLG OR BEAM PER SELF-ADHESIVE SCHLUTER TRANSITION SCHLUTER SCHiENE SOFFIT STRUCTURAL WATERPROOF MEMBRANE TYP WALL ASSEMBLY TRANSITION STRIP, OR BUILT-UP INSTALL PER 7/A4.1 1/2"x4 WOOD BASE, ALUMINUM 1x_ WD TRiM 9 FAUX BEAM, PAINTED CARPET TiLE FLOORING BEAM WRAP, BEAM SiZE BEAM PER SEALANT SUBFLOOR SUBFLOOR PAINT GRADE VARIES PER STRUCTURAL WRAP TiLE Cad WINDOW JAMB FiNiSH FLOORING I STRIP, ALUMINUM LOCATION TiLE OVER WATERPROOFED < L lix iiiiiiiiiiiiiiiiiiiiiiliaLWALWALWiWAM1x8 WD TRiM BACKER BOARD 1/2" REVEAL, TYP I TYP WNDW JAMB @SHOWER 1 TYP WD BASE DTL (� TYP WD TO CRPT TRANSITION 20 TYP WD TO TILE TRANSITION 21 TYP BOX BEAM DETAIL WRAPPED BEAM DTL O 1" =1'-O" 18 3/4 =1-O * 1 v 1-1/2 =1-0 VER W/ OWNER 3/4 =1-0 PRIOR TO INSTALL FRAMED WALL TiLE OVER WATERPROOFED BACKER TYP ASSEMBLY: TEMPERED CLEAR -TILE TEMPERED GLASS TiLE, THiNSET OVER FULLY BOARD -THIN SET TiLE SHOWER PANEL GLASS SHOWER WATERPROOFED BACKER WRAP TiLE @ SiLL, SLOPE TO DRAIN -CEMENT BACK BPANEL SLOPE BOARD PANEL BOARD � -WATERPROOF MEMBRANE BUILT-UP CURB LOW PROFILE ALUMINUM OR BED OF SEALAN LOW PROFILE ALUMINUM SEALANT -FRAMED WALL FLOOR TiLE OVER 31�2 S.S. U-CHANNEL TiLE OR S.S. U-CHANNEL 5L0IF 2x_ WD SiLL W/ SLOPE & DRIP RECESSED SHELF SUBSTRATE AND BED OF SEALANT GWB SUBN SHOWER FLOOR � -- P.T. BENCH FRAME SLOPE SiLL TO DRAT "' WATERPROOFING MUD SET SELF-ADHESIVE WATERPROOF SiLL MATERIAL PER TYP FLOOR �� TiLE OVER MUD SET OVER CEMENT SHOWER PAf�-� MEMBRANE INSTALL PER 7/A4.1 FINISH SCHEDULE 4° ASSEMBLY TYPN, SLOPE TO DRAIN, BACKER BOARD TiLE TYP EXTERIOR WALL ASSEMBLY BLOCKING FRAMED WALL NOTE: CONTRACTOR TO FULLY WATERPROOF ALL AREAS OF FRAMED WALL *FULLY WATERPROOF SHOWER FLOOR AND CURB TYP SHOWER INCLUDING BUT NOT LiMiTED TO NICHE, WALLS, *FULLY WATERPROOF SHOWER WALLS TYP SHOWER PAN, AND CURB TYP WN DW SILL @ SHOWER TYP RECESSED SHELF DTL TYP U-CHANNEL DTL CURB TYP U-CHANNEL WALL TYP BENCH DTL -SECTION 1 -1 0 1 -1 0 1' -1 0 PLAN ViEW 1-1/2 -1 0 G INSTALLED WINDOW -------------- LU U Z o cv w O W L.L z Q � J 3:z w L Z � 0 uJ D 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: 04/27/2022 REV 1: 6/15/2022 PERMIT SET TYP. DETAILS RESUB Jun 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4,1 BUILDING CODE 2018 INTERNATIONAL BUILDING CODE FLOOR LOAD DECK LOAD DEAD LOAD 12 psf DEAD LOAD 12 psf LIVE LOAD: 40 psf LIVE LOAD: 60 psf SNOW LOAD: 25 psf ROOF LOAD DEAD LOAD: 15 psf FLAT ROOF SNOW LOAD: 25 psf SNOW EXPOSURE FACTOR (Ce): 1.1 SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 THERMAL FACTOR (Ct): 1.1 WIND DESIGN DATA 1. BASIC WIND SPEED: 110 MPH 2. WIND IMPORTANCE FACTOR (Iw): 1.0 BUILDING CATEGORY: II 3. WIND EXPOSURE: B 4. Kzt = 1.33 5. INTERNAL PRESSURE COEFFICIENT: NA 6. APPLICABLE WIND PRESSURE FOR COMPONENTS AND CLADDING: NA SESIMIC DESIGN DATA 1. SEISMIC IMPORTANCE FACTOR: 1.0 SEISMIC USE GROUP: 1 2. SPECTRAL RESPONSE ACCELERATION (Ss): 128.4% G 3. SITE CLASS: D (ASSUMED) 4. SPECTRAL RESPONSE COEFFICIENTS (SDS): 102.7%G 5. SEISMIC DESIGN CATEGORY: D 6. BASIC SEISMIC -FORCE -RESISTING SYSTEM: SHEARWALLS & CANTILEVER TIMBER FRAME 7. DESIGN BASE SHEAR: SEE CALCULATIONS 8. SEISMIC RESPONSE COEFFICIENT (Cs): SHEARWALLS Cs = 0.205; CANTILEVER TIMBER FRAME Cs = 0.890 9. RESPONSE MODIFICATION FACTOR (R): SHEARWALLS R = 6.5; CANTILEVER TIMBER FRAME R = 1.5 10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE > FOUNDATIONS 1. THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS PRESENTED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY PANGEO ; s INCORPORATED (PROJECT NO. 22-086), ISSUED 04-26-2022 ; 2. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES: > ALLOW. SOIL BEARING 2000 PSF ; SOIL FRICTION .35 ; > EQUIV. FLUID PRESSURES > ACTIVE PRESSURE 38 PCF PASSIVE PRESSURE 320 PCF > ; SEISMIC SURCHARGE 8H PSF ' 3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 18" BELOW THE UNDISTURBED GROUND SURFACE OR TO FROST DEPTH. ALL FOOTINGS SHALL 3 BE FOUNDED ON UNDISTURBED NATURAL GRADE OR PER GEOTECHNICAL REPORT. 4. COMPACTION SHALL BE IN ACCCORDANCE WITH THE GEOTECHNICAL > REPORT. 5. FOUNDATION EXCAVATIONS SHALL BE EXAMINED AND CERTIFIED BY THE SOIL ENGINEER OR HIS REPRESENTATIVE. S 6. DESIGN DRAWINGS SHALL BE REVEIEWED AND APPROVED BY THE SOIL ' ENGINEER PRIOR TO CONSTRUCTION. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 (fy = 60 KSI) FOR BAR SIZES NO. 5 & LARGER, GRADE 40 (fy = 40 KSI) FOR NO. 3 AND NO. 4 BARS. 2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED ON THE CONSTRUCTION DOCUMENTS, LAPS AND/OR SPLICES SHALL BE 42 BAR DIA AND BE WELL STAGGERED. 3. COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED IN ACCORDANCE WITH ACI 315 SHALL BE REVIEWED BY THE ENGINEER AND AVAILABLE ON THE JOB SITE PRIOR TO THE PLACING OF CONCRETE. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185 AND SHALL BE 6x6 W2.1 /W2.1 UNLESS OTHERWISE NOTED. LAP REINFORCEMENT 6" MINIMUM. 5. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED. SLAB ON GRADE REINFORCEMENT SHALL BE PLACED AT MID -DEPTH OF SLAB AND SHALL BE HELD SECURELY IN PLACE WITH MECHANICAL DEVICES DURING PLACING OF THE CONCRETE. 6. REINFORCEMENT SHALL PLACED CONTINUOUS AROUND CORNERS AND INTERSECTIONS UNLESS SPECIFIED OTHERWISE. CONCRETE 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 PCF) AGGREGATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05%. 2. CONCRETE COMPRESSIVE DESIGN STRENGTHS AT 28 DAYS (f'c) SHALL BE CONCRETE EXPOSURE & COMPRESSIVE DESIGN STRENGTHS DESIGNATION CONDITIONS EXPOSURE MIN. f'c CLASS (psi) HEATED: SLABS, BEAMS, INTERIOR CONC. 8c GIRDERS, COLUMNS, PIERS, AND FOOTINGS FO 2500 BURRIED FOOTINGS FOUNDATION WALLS, UN -HEATED: FREEZING & BEAMS,GIRDERS, THAWING CYCLES , COLUMNS, PIERS, PILE CAPS, WITH LIMITED F1 3500 SHEAR WALLS EXPOSURE TO WATER 3. ALL CONCRETE WITH A DESIGNATED COMPRESSIVE STRENGTH EXCEEDING 2500 PSI SHALL REQUIRE SPECIAL INSPECTION BY AN INSPECTOR APPROVED BY THE BUILDING DEPARTMENT AND THE ENGINEER. EXCEPTION: NO INSPECTION IS REQUIRED WHERE CONCRETE EXCEEDING 2500 PSI IS DESIGNATED FOR WEATHERING PURPOSES ONLY. 4. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, CSA NORMAL. 5. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK. 6. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH ACI 301. 7. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 8. KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND ALL LAITANCE SHALL BE REMOVED. ALL VERTICAL JOINTS SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF NEAT CEMENT IMMEDIATELY BEFORE PLACING NEW CONCRETE. 9. SUBMIT LOCATION OF POUR JOINTS PRIOR TO PLACEMENT. POUR JOINTS SHALL BE LOCATED TO MINIMIZE EFFECTS OF SHRINKAGE AS WELL AS PLACED AT POINTS OF LOW STRESS. MAXIMUM AREA OF POUR JOINTS IS 400 SF. 10. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR FORMED WORK SHALL BE AS FOLLOWS: EXPOSED TO EARTH OR WEATHER (#5 OR SMALLER): 1 1/" EXPOSED TO EARTH OR WEATHER (#6 OR LARGER): 2" *NOTE: CONCRETE CAST AGAINST GROUND SHALL HAVE 3" MINIMUM COVERAGE 11. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. 12. LEAN CONCRETE SHALL BE 2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. 13. CONCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE WITH ACI 318 14. CONCRETE EXPOSED TO SULFATES, CONCRETE WITH LOW PERMEABILITY REQUIREMENTS, AND CONCRETE WITH CHLORIDE ION CONTENT REQUIRE ADDITIONAL MIX DESIGN CONSIDERATIONS. IN THE EVENT OF THESE REQUIREMENTS THE ENGINEER SHALL BE NOTIFIED BY THE CLIENT IN A WRITING AND DESIGN MIXES SHALL BE PROVIDED PER ACI 318. CEMENT CONTENT F c PSI (PSI) LBS/CUBIC YARD (MIN.) SACKS PER CUBIC YARD (MIN.) NOTES 2500 470 5 NOTE A 3500 564 6 - NOTE 1: MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. NO MORE THAN A 1" PLUS TOLERANCE SHALL BE ALLOWED. NOTE 2: AIR ENTRAINMENT IS REQUIRED FOR ALL CONCRETE EXPOSED TO WEATHER. FOR 3/4" AGGREGATE AN ENTRAINMENT OF 6% IS REQ'D. FOR %2" AGGREGATE AN AIR ENTRAINMENT OF 7% IS REQ'D. NOTE 3: POZZOLANS ARE NOT PERMITTED IN THE MIX DESIGN UNLESS APPROVED BY THE ENGINEER. A) WHERE SPECIAL INSPECTION IS NOT REQUIRED UNDER SECTION 1704.4 OF THE I.B.C., CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS PER CUBIC YARD OF CONCRETE. B) FOR STRENGTHS ABOVE 4000 PSI, PROPORTIONS SHALL BE ESTABLISHED BY THE METHODS SPECIFIED ACI 318. C) DESIGN MIX (OTHER THAN AS SPECIFIED IN THIS TABLE) SHALL BE SUBMITTED TO THE BUILDING OFFICIAL TWO WEEKS PRIOR TO FIRST USE. FRAMING LUMBER 1. FRAMING LUMBER SHALL BE DOUGLAS FIR/LARCH NO.1 FOR POSTS, BEAMS, AND HEADERS; HEM -FIR NO.2 FOR 2X AND 3X JOISTS, AND STUDS; AND HEM -FIR NO.2 FOR ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS). LUMBER TO BE GRADE MARKED PER WCLIB SPECIFICATIONS. 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, EXPOSURE 1 SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS DOC PS 1 OR PS 2. PROVIDE MINIMUM OF 3/8" EDGE DISTANCE ON ALL NAILS AND A 1 /8" EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS: ROOF SHEATHING TO BE 15/32" C-D INT-APA RATED PLYWOOD WITH EXTERIOR GLUE, P.I. 24/16 (USE 5-PLY FOR PANELIZED ROOFS). NAIL WITH 8d NAILS AT 6" ON CENTER AT PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE. SUB FLOORING TO BE 3/4" T&G C-D INT-APA RATED PLYWOOD WITH EXTERIOR GLUE, P.I. 48/24. GLUE AND NAIL WITH 10d NAILS AT 6" ON CENTER AT PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE. 3. NAILING SHALL CONFORM TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE. USE COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 5. USE DOUBLE JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS UNLESS SPECIFICALLY NOTED OTHERWISE. USE SOLID BLOCKING UNDER PARTITIONS PERPENDICULAR TO JOISTS. 6. RIM JOIST ARE 1%4" LSL OR 2x SOLID SAWN LUMBER AS MINIMUM. 7. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 16% FOR ALL STRUCTURAL MEMBERS. 8. PROVIDE 2X2 WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. 9. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1 /16" UNLESS OTHERWISE NOTED. LAG BOLT PILOT HOLES SHALL BE PRE -DRILLED TO 60% OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED. 10. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" MINIMUM DIAMETER BOLTS SPACED AT 48" O.C. MAXIMUM SPACING (EMBED 7" MINIMUM INTO CONCRETE OR MASONRY). SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE OCCUR. 11. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. (SEE NOTE 1 FOR MINIMUM GRADE INFORMATION). ALL FOUNDATION BOLTS AND CONNECTORS MUST BE HEAVY GALVANIZEDED, OR Z-MAX COATING TO PROTECT FROM OXIDATION. 12. FIELD -CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE PRESERVATIVELY TREATED WOOD SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. IRC R317.1.1. 13. 2X4 RAFTERS EXCEPT WHERE SPECIFICALLY DETAILED SHALL NOT SUPPORT SUSPENDED CEILINGS, SPRINKLERS, DROP SOFFITS, OR ANY OTHER ELEMENTS. 14. WIRE STAPLES MAY BE SUBSTITUTED FOR DIAPHRAGM AND SHEARWALL NAILING WHEN APPROVED BY THE STRUCTURAL ENGINEER. 15. EXTERIOR STUD WALLS SHALL BE 2X6 @ 16" O.C.. UNLESS NOTED OTHERWISE. INTERIOR STUD BEARING WALLS SHALL BE CONSTRUCTED USING 2X4 @ 16" O.C. AT UPPER TWO FLOORS AND EITHER 2X6 @ 16" O.C. OR 3X4 @ 16" O.C. BELOW TOP TWO FLOORS. STUD NONBEARING WALLS SHALL BE CONSTRUCTED USING 2X4 @ 24" O.C.. UNLESS NOTED OTHERWISE. SEE NOTE 1 FOR LUMBER GRADES OF STUDS AND PLATES. 16. FRAMING ANCHORS FOR JOISTS, PURLINS AND POSTS SHALL BE SIMPSON, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED IN WRITING PRIOR TO INSTALLATION. FILL ALL FASTENER HOLES WITH FASTENER TYPES (NAILS, BOLTS, ETC.), SIZES, AND QUANTITIES AS SPECIFIED BY THE MANUFACTURER. 17. ALL HEADERS SHALL BE 4X8 DF#2 UNLESS OTHERWISE NOTED ON THE DRAWINGS 18. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR PLYWOOD USED IN SHEAR PANELS. 19. CONTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES TO THESE DETAILS AND NOTES. GLUED -LAMINATED TIMBER 2. LAMINATIONS SHALL BE OF DOUGLAS FIR/WESTER LARCH, COMBINATION 24F-V4 FOR SIMPLE SPAN BEAMS AND 24F-V8 FOR CONTINUOUS MULTIPLE SPAN AND CANTILEVERED BEAMS, FABRICATED IN ACCORDANCE WITH AITC A190.1 AND ASTM D 3737. 3. FABRICATION SHALL BE BY A LICENSED FABRICATOR; SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. AITC CERTIFICATES OF INSPECTION ARE REQUIRED FOR ALL MEMBERS. 4. GLU LAM BEAMS EXPOSED TO WEATHER SHALL BE WOLM AN I ZED OR PRESSURE TREATED. MANUFACTURED LUMBER 1. 1.55E LAMINATED STRAND LUMBER DESIGN IS BASED ON TIMBERSTRAND LSL PRODUCTS AS SUPPLIED BY TRUSS -JOIST MACMILLAN IN ACCORDANCE WITH ASTM D 5456. DESIGN PROPERTIES SHALL BE: Fb = 2250 PSI; Fv = 400 PSI; E = 1.55x10^6 PSI 2. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED ALONG WITH THE APPROPRIATE ICBO EVALUATION REPORTS TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. INSTALLATION OF SUBSTITUTIONS SHALL NOT PROCEED WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. GENERAL 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. 8. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. 9. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOR HEATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED. 10. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. MODIFICATION TO DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 11. ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF THE STRUCTURAL DESIGN DRAWINGS AND ARE TO BE USED TO DEFINE DETAIL CONFIGURATIONS INCLUDING; BUT NOT LIMITED TO RELATIVE LOCATION OF MEMBERS, ELEVATIONS, DIMENSIONS AND LOCATIONS OF ALL OPENINGS, ETC. SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE CONDUCTED IN ACCORDANCE WITH THE 2015 IBC, CHAPTER 17. SPECIAL INSPECTION SHALL BE PROVIDED FOR: - SEISMIC FORCE RESISTING SYSTEMS REQUIRING INSPECTION (IBC 1705.11) - OTHER INSPECTIONS AS REQUIRED BY THE DESIGN PROFESSIONAL OR BUILDING OFFICIAL (1705.1.1) - ANCHOR BOLTS IN CONCRETE - CONT. SPECIAL INSPECTION FOR POST INSTALLED ANCHORS m v � 1 N E lri � O � V N N O Ln N Q W Q - 'T E W N U > Co m LU m � L Ln N V �. � W O (f a- N N N N O O N N 0 O 0 0 D cn nI GZ L 0 W N U �O w �� W � J > (ri o w L N z W MAY 09, 2022 Drawn By: JIB Checked By: CCC Date: 05-09-2022 5DA JOB NO. STRUSTU RAL CITY OF EDMONDS DEff�/ DETAI LS 5-1.1- 6x6 PT POST w/ T 6x6 PT POST w/ 6x6 PT POST w/ CBS BASE 24 o CBS BASE 24 CBS BASE 24 I I I I I---------------------� L--J L— J L� ------------------ UNDERMINE/UNDERPIN (E)1 (E) 16x8" THK I 24x24x8" THK FT'G w/ (2) FT'G &INSTALL (N) FT'G FT'G w/ 8" WIDE I I #4 BARS E.W. (TYP. @ 24) CONC. STEM WALL i 1 16" TALL [VERIFY] 1 I I I I HDU8 HDU8 HDU8 I (THROUGH) (THROUGH) (THROUGH)i j (E) FT'G ----- -------------------- r-------------------------------� Z__J I 1 I I I I 9/S2.0(TYP.) I (E) 16x8" THK FT'G w/ 8" I I WIDE CONC. STEM WALL 16" TALL [VERIFY] I I 1 /S2.0(TYP.) (E) 16x8" THK FT'G (E) 16x8" THK I w/ 8" WIDE CONC. FT'G w/ 8" WIDE STEM WALL 16" TALL CONC. STEM WALL -\I 16" TALL [VERIFY] [VERIFY] I 1 I I I 1 I 1 I 1 I I (E) FT'G (E) FT'G 1 ---------------------------------------� ------ 1 F---� -J 0 (E) 16x8" THK FT'G w/ 8" WIDE CONC. STEM WALL ^ I #4 DOWEL, 30" LG. 16" TALL [VERIFY] �I SECURED TO (E) CONC. I I o 1 I (E) FT'G I I I I w/ SET-XP [4" I I I L---------- L-------------J EMBED.] @ 12" o/c I Imo, I -- I L — — — — — 1 [SEE 7/S2.0] (TYP. @ I I I I I I ) I -COLD JOINT ----- - -1 L---------- I o N—------------ 30"D x 54" DEEP \� i/ � \� ® it O I HDU14(FT'G) H I I CONC. FILLED HOLE- w/ HDU4(THROUGH) EMBED. POST 1 I (TYP. @ 30"0) = I 1 3Ox16" THK FT'G w/ I 1 1 #4 BARS @ 8" o/c 1 -i E.W. TOP & BOTTOM F -1 � j z I I I I I I I I I 0 I I I I I I I Q I I I I I I I 1 0 (E) 4" CONC. I I o SLAB ON GRADE I � L I -- 1 z E WALL R&R T I 00 (E) FT'G 0 F--� Lij L ---- I a_ w L__J cn I I I �� 30"�- � 30 0- I I co I I I I I I I COMPACT BACKFILL I r � I I I 1 I I I PER GEOTECH REPORT I� J I I I I I I 5/S3.0(TYP.) 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M62.CONT. ._. 1 •_• M66 3: •4__•_• 1 6x6 PT POST w/ ECCLLQ CAP & 0 CBS BASE SOLID BLOCKING -//: @ RJ & POST LUS28 @ EA. MB1 TO MATCH & DTT1Z w/ SDWH L POST ABOVE iX @ 48" o/c o (TYP.) Im HDU8 THROUGH) MB 6_ 48 -_--- ._._. ._. E) BEAM _._._._._._. L48 POST (TYP. @ MB5) 9/S2.0(TYP.) BELOW 7/S4.0(TYP.) 4x8 POST (TYP. @ MB4) 6 /S3.0 2-2x4 POST (TYP. @ MB7) 2-2x4 POST F- (TYP. @ M138) MB8: 4 ,6 ---- ----------------.I 137: 4x6 JOIST @ 16" o/c 2-2x4 POST (TYP. @ M136) BEAM O O ro cn 0 HDU4(THROUGH) I �� o m! 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MB1 �I• c' ++ +++++++++++++++++++++LLJ ml ++++ +t+++++++++t+++t+++++ + I & DTT1Z w/ SDWH �I� Q + + + + + + + + + + + I + + + + + + + + + + + + + 1+ + dl 0 + + + + + + + + + + + +- + + + + + + + + + + + + 1 @ 48" o/c -11 m + + + + + + + + + + + + I of ;Ib: ++ ++++++++++++++++++++++j ++++Y+++++++++++++++++++++1+++ 11 0 �!• m + + + + + + + + + + + + +- + +j + + + + + + + + + + + 1 c �1 �m� � ;11 N + + + + + + + + + + + + I + ++ + + + + + + + + + ... + 11 4 � i �M0 --;li X + + + + + + + + + + +- + + . + + + + + + + + + + + + II 1 = COWW = �' N + + + + + + + + + + + + + + 9 + + + + + + + + + + + �1I + + + + + + + + + + + I + + w+ + + + + + + + + + + + + it o ;1�� ++ ++++++++++++++++++++++ I + + g + + + + + + + + + + i + M62 �, + + + + + + + + + + + + + + + •— — — — — ��• Y + + + + + + + + + + + + +- + + + + + + + + + + + + I + III + + + + + + + + +I + + + + + + + + + + + + �+ II �' it-++++ +++++++++++++++++++++++- + + + + + + + + + + + + i0+ 1 T II I + + +++++++++++++++++++++'i ++Ij 16" 11++ +++++++++++�•++o+++++t+t++ 1+tal c� MAX. + + + + + + + + + + + + w I + + + + + + + + + + + + + �,w I• + + + + + + + + + + + + +m + + + + + + + + + + + + 1 I 1+ + + + t + + + + + + + I + + + + + + + + + + + t z I• + + + + + + + + + + + + tL;]- + + + + + + + + + + +Of I t I f f f i ++++ +++++++++++++++++++++�-1 ++++ +++++++++++++++++++++!+++ I CD (D I + + + + + + + + + + + + +j ++++ +++++++++++++++++++++1+t+ II z z z + + + + + + + + + + + + + Of � Of I• + + + + + + + + + + + + + . + + + + + + + + + + + + I + 1 �, �, �, I I+ + + + + + + + + + + + + .. I + + + + + + + + .+ + 11 + + + + + + + + + + + + + . + + + + + + + + + + + + + 'I N N N + + t t t• t t t + - + + I + + + + + + t t t + +• N N N I + + + + t + + + + + + +• + t t t t + + + + + + + 1 1 + + + + + + + + + + + + 1 + + + + + + + + + + + 1 0 0 0 + + + + + + + + + + +- + + + + + + + + + + + + I + + + + + + + + + + + + I I + + + +I + + + I + + +, + + + +L N N L + L L.J L ; NOTES: 1) SEE S3.0 FOR HOLDOWN SCHEDULE; 2) RETAINING WALL GUARDS BY OTHERS. MAIN FLOOR FRAMING PLAN SCALE: I"=1'-0" LSC @ EA. STRINGER (TYP.) 0 - MB10: 2x12 PT STRINGER - MB10: 2x12 PT STRINGER - MB10: 2x12 PT STRINGER MB10: 2x12 PT STRINGER z O_ tf) w as Lu Q 0 I�1 N E� -I-� G) O V N N O Ln lli Q W Qcz � O U Lu LL- �lJ c� -6 O m LLJ m � C� � V N � LLJ O V J � N N O c� O 0 LLI D u7 m N N O 6� O L O E LLJ LLJ O ILl N U O w � pCC) j C) �Q W z� � o w �L N z Z LoO lz 0 w MAY 09, 2022 Drawn By: JIB Checked By: CCC Date: 05-09-2022 6 I M IOIPIMe 03 5TI�O&PA I�AL CITY EPOOgFF�EDMO�NND/S D��//om / T 5/ DETAI L5 5-1.1 4/S3.0(TYP.) END CAP FLASHING BY OTHERS (TYP.) SECURE TOP PLATE _ _ _ _6x6 PT POST w/ 4x4 KINGIR _ _ _ _ _6x6 PT POST w/ TO RB10 w/ LSTA30 ECCLLQ CAP & POST wTPCZ ECCLLQ CAP & j CBS BASE CAP & BASE CBS BASE4x6 KING 1 _RB5:4x10_POST/BLOCKING •-•-•-•-•-•-•-•-•-•10: 52x72 24F-V4 GLB• w/ HGA10KT I LSSU210 (TYP. @ R61) 4x6 KING POST/ I R131: 2x12 @ 24" o/c r R131: 2x12 @ 24" o/c 4x6 POST w/ SIN I m EPCZ CAP & I X ,� MST60 BOTTOM I Lo SECURE TOP PLATE I m I� 0' 1 TO RB11 w/ LSTA30 I iN 1 I RB9:4_8 I o m CN 2-2x4 POST I �i X (TYP. @ RB8) i mi N > N X oo�; N MSTC48133 TO BEAM BELOW r 32x92' LSL 1.55E I / POST w/ CCQ CAP CD 44 KING " r,l 4x6 POST POST w/ PCZ CAP & BASE r MST60- • • • - RB9: 4x8 RB9778 xI f moo/ MST6 BLOCKING w/ HGA10KT i� I N im I I � I N N CS14 CONT. STRAP & 2x x��X---x BLOCKING [20" END LENGTH] TOP PLATE TO UNDERSIDE OF RAFTER & R132 of MSC4��j / -q- ------------------------ — R134: 84x192 24F-V4 GLB SISTER (E) STUDS I w/ FULL HEIGHT I 2x4 @ 16" o/c I o (TYP. @ GABLE) I I 10/S4.0(TYP.) I N X I I--- m N cn 1 w @ m o I I N W I � � I 1��772- 4x6• I i 7/S4.0(TYP.) LT—T-------—�-- I I I I mo i a i com Q (D N m\ I of of x. w X. o� o� ml DO RB21: 48 I APA21 (TYP. I @ RB21) I F7 (-oa- Q co C)N m\ I w � I I C 0 cn H1 @ EA. RAFTER/WALL CONN. ----------� 1 I I F- m I I @ @ I� I i 1 X N I I x I N N I �� N I I I I F I I 131x9l LSL 1.55E POST I I ,oim 132x92 LSL 1.55E - X 8 � POST w/ CCQ CAP I F I> I & MSTC48133 BELOW ml I i 1 I 0- •N I t�,-�R-BB 4x6 w/ MTS TOP (TYP4x8 POST @ RB15 U.N.O.) 6x6 PT POST w/ PCZ 2-2x4 TYP. @7 (1 CAP &CBS BASE oI x8 RB16 U.N.O.) JOVERFRAMING �� 7!RB15 SECURED TO [SEE 15/S4.0 �\/ iII/ iIII i RB16 w/ HGA10 (TYP.) @ (TYP. & SIM.)] N ) i 1 44 KING POST w/ I i •I N PCZ CAP & BASE ,� I F\ RB15:4x6 •00I H1 @ EA. m �„ I 4x4 KING POST w/� �1 RAFTER/WALL m I PCZ CAP & BASE \ �� ICI CONN. I ICI I I 2x8 @ 24" o/c (TYP. ENTRY RAFTERS) RB15-•-.•-•-•-•-•-•-•-•-•-•-•-• :6x8 +�Bl3+ 4x+6+ + + + rt 5 + y RIB13: 4x6 RB14: 30 , 24F-V4 GLB + + ` 1 + + + + + + + + I+ + + . + + + +� + + + + + + + + + J 6x6 PT POST w/ PCZ + + + + + + + + + + + + +� + + + + + + + + + + CAP &CBS BASE + �� + + + + + �T60 + I+ + + + � + + + + + + + + + + + + + + +I + + + Io + + + + + + + + + + I H1 @ EA. RAFTER (TYP.) + + + + + + + + + + + + + + + + 4 m+ + + + + + + + + + + �d+ + F + + + + + + + +I + + + + + + + + + + + + + + + + + + + + + + I+ + + + + + + + + 2-2-x4 POST 1 +� +. + + � / p� ++++++ +I+++++ ++��+++++++++� p,-010) ++ I + +Q+ + + + + + + + + + + + + + + + + +I + + + � + + + + + + + + + + I I ++�+++++ ++++++ I+++++b.+++++++++ i I + + + + + + + + + + + + + I+ + + + + + + + + + + + + + + + + + + + +I I + + + + + + + + + + + + +I + + + + + + + + + + + + + +I I + + + + + + + + + + + + + I + + + + + + + + + + + + + + + I + + + + + + + + + + + + ++ + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + + + + + +I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + Y+I + I�+ + + + + + + + + + + + + ++++++++++++++6I++ +77- +X++++++++++++++++++++++ ++++++... + + + + + + + + + + + + + + I+ + + + + + + + + + + + I + 00 + + + + + + + + + + + + + + L+I + + + + + + + + + + + + + + 1 m& + 2+2x4 ROST. + + + + + + + + Q + + + + + + + + + + + + + + •o + + + + + + + +w+I + + + + + + + �-(TYP., @ R1318) + + + + + + + ffi I+ + + + + + + + + + + + +o+ + + + + + + + + + + + + + + I + + + + + + + + + + + + +I + + + + + + + + + + + + + + + + + + + +I + + + + + + + + + + + + + + + + + + + + + + + + + + +�+I + + + + + + + I+ + + + + + + + + + + + + + + + + + + + �I+ + + + + + + + + + + + + + + + + + + + + + + + + + +�+ + + + + + + +I+ + + + + + + I + + + + + + + + + + + + + e) + + + + + + +I + + + + + + + + + + + + + + + +I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +1 + + + + + + �, H2.5T @ EA. RB22 + + + + + + + + + + + + + +I + + + + + + + +I+ + + + + + + + + + + + + + + + + + + + + I+ + + + + + + + + + + + + + + +i 1 + + + + + + + + + + + + + + + + + + + + + + +I+ + + + + + + I + + + + + + + + + + + + + +I+ + + + + + + + +I + + + + + + + + + + + + + + + + + + + ... I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +I + + + + + + I + + + + + + + + + + + + + + +1 + + + + + + + + I+ + + + + + + IX + + + + + + + + + + + + + + I+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .... +1+ + + + + 1+ + +I j+I+`I + + + 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1� 1 1 C1 r J LLTII.1 1 li T+T+T+T+T+T+T+T T+T+T+T+T+T+ +IT+T T+T+T+T+T+T+TI+T+T+T+T+T+T+TiI I + + + + + + +4 + + + + + + I+ + + + + + + + + + + + + + 1 + + + + + + + + + + + + + + + + + + + + +1+ + + + + + + I + + + + + + + + + + + I+ + + + + + + +I + + + + + + 2/S2.O(4fYPt) + + + + + + + + + +I + + + + + + + + + + + + + + 1 + + + + + + +4 + + + + + + + + + + + + + +1 + + + + + + I + + + + + + + + + + + + + +I + + + + + + +I+ + + + + + + + + + + + + + 4 + + + + + + I+ + + + + + + + + + + + + + 1 + + + + + + + + + + + + + + + + + +1+ + + + + + I 1 ri RBl�x6 I •� 19: x3�• 1 I I I I L— — — — — — — — — — — — ------------1--------------J LSTA18 HORZ. CORNER STRAP @ EA. CORNER; SHEATH ABOVE & BELOW OPENING w/A 2/S3.0(TYP.) (TYP. @ — ) NOTES: 1) SEE S3.0 FOR HOLDOWN SCHEDULE; 2) RETAINING WALL GUARDS BY OTHERS. ROOF SCALE: I"=1.-0 FRAMING PLAN 'V lllll�1 N E� �9 � V N N 0 � Q W Q Q .. E O L.L Lu -" LL- ! 75 C) O > VJ m LLJ m � � L W O _ r-�-� V J � z O N N N O w O cn O LO O m O Q Lu cf) Q — w O O O ILl N U O w p�j C) �Q W z� � o w �L N z Z LoO lz 0 w MAY 09, 2022 Drawn By: JIB Checked By: CCC Date: 05-09-2022 6 I M IOIPIMe 03 5TI�O&PAED NAL CITY EPOOgFF�EDMO�NND/S D��//om / T 5/ DETAI L5 5-1.2 SILL PLATE AND ANCHOR BOLTS PER SHEARWALL SCHEDULE. (USE 2x6 P.T. SILL PLATE W/ 5/8" 0. J—BOLTS @ 48" O/C MIN.) PANEL EDGE NAILING PER SHEARWALL SCHEDULE BACKFILL W/ POROUS MATERIAL (TYP) C.� 1 II 11—III 18" MIN 42" MAX 8 WALL PER PLAN /(2) LAYERS OF 90# FELT OR EQUIVALENT SLAB PER PLAN (2) #4 BARS @ TOP 8" STEMWALL w/ #4 BARS @ 1" 8o/c EACH WAY. HOOK VERTICAL BARS TO FOOTING. ALTERNATE HOOK DIRECTION 4" 0 PERFORATED PLASTIC PER PIPE. CENTER IN ONE CUBIC PLAN (2) #4 BARS CONT. FOOT OF FREE DRAINING 16" MIN. GRAVEL AND DRAIN TO APPROVED OUTFALL. FNDN/SHEARWALL CONNECTION SCALE: 3/4"=1'-0' d ° C d PER PLAN 6" d °d PER PLAN POST PER PLAN — INSTALL PLUMB 6—INCHES ABOVE BOTTOM OF HOLE PRIOR TO CONCRETE PLACEMENT CONCRETE FILLED HOLE PER PLAN (1)#4 BAR EACH WAY THROUGH POST POST EMBEDMENT SHEARWALL EDGE NAILING TO BOTTOM PLATE PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE. USE 2x6 W/ A.B. @ 48" O/C (MIN) LTP4 PER SHEARWALL SCHEDULE SHEARWALL EDGE NAILING TO SILL PLATE 16d @ EA JOIST. WHERE 3x BOTTOM PLATE IS REQ'D, USE SDS%4x4%2 SCREW. 6>> \_ JOISTS PER =1 I=1 1=1 1=1 PLAN —1 II I� II li it II FOUNDATION WALL PER SCHEDULE SHEARWALL EDGE NAILING TO BOTTOM PLATE PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE. USE 2x6 W/ A.B. @ 48" O/C (MIN) LTP4 PER SHEARWALL SCHEDULE SHEARWALL EDGE - NAILING TO SILL PLATE 16d @ EA BLOCK AND @ 12" O/C INTO RIM. WHERE 3x BOTTOM PLATE IS REQ'D, USE SIDS %4x4 %2 SCREWS /BLOCKING @ 48" O/C W/ (3) 10d NAILS 6" I.• JOISTS PER PLAN FOUNDATION WALL PER SCHEDULE *BREAK SHEARWALL SHEATHING @ BOTTOM OF SILL PLATE JOISTS PERPENDICULAR EXT. WALE /FOU N D AT ON CONNECTON APPLICABLE FOR ALL SHEARWALLS 'OST PER PLAN DB POST BASE DR PER PLAN 10" 0 CONCRETE COLUMN (4) #4 VERTS EQUALLY SPACED w/ #3 TIES @ 12" o/c, TYPICAL. HOOK VERTICAL BARS INTO FOOTING AS SHOWN =00TING AND REINFORCEMENT PER CLAN TYP CAL CONCRETE PLINTH �1 6 „ 1=1 11=1 11=1 11= II � 11 I� I II 1 - IIII1 I i- 0 11111111=11�- 11=11 #4 HORZ. BARS —II @ 12" o/c 4' III11— MAX. #4 @ 8" w o/c VERT. ry "L' BAR > Ix 12" #4 LONG. BARS @ 12" o/c TOP & BOTTOM 1 12" .1I11I II III II I II 1111 #4 TRANSVERSE TOP I��MIN.IIIH1' 2"_ ° BARS @ 12" o/c ;III„III o ° 4" 0 PERFORATED PIPE II10��I goo° IIII-11 ° ° CENTERED IN 1 SQ. � � I _ °-0 FOOT WASHED PEA 3„CLR�I11111111118"111 GRAVEL AND DRAINED III—�''I 14 TO DAYLIGHT OR APPROVED OUTFALL. RETA N NG WALL SCALE: 3/4"=V-0" POST PER PLAN (2-2x MIN) to] I1Z9]Ti9IN maasolo 0 n., a 3X12 TREAD 2X4 PT CONN TO STRINGER W/ A35 EACH END. CONN TO CONIC W/ 3/4" 0 A307 GALV HILTI KWIK BOLT,(OR EQUIV) W/ 3 %2" CONIC EMBED EA END ANCHOR BOLT PER HOLDOWN SCHEDULE PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE. JOISTS PARALLEL 7" �3%4" MIN. STAIR STRINGER PER PLAN; --- 11" SECURE REINFORCEMENT MEMBERS w/ SDW22458 @ 12" o/c 18„ `THICKENED SLAB EDGE PER PLAN MIN. 3 WRAP SLAB REINFORCEMENT 1 DOWN TO BOTTOM BAR 3" CLR� 4" TH K SLAB ON GRADE TYP. STRINGER/ CONIC CONNECTION d � d STEM WALL d AND FOOTING d dd a PER PLAN. ° d d °dd ° BEARING PLATE 3" MIN. Q Q. a: .d PER PLAN 14 d BACKFILL PER PLAN HOFDOWN DETAIL w/o R MJO ST SCALE: 3/4"=1'-0" EDGE PANEL NAILING PER SHEARWALL SCHEDUEL SAWCUT (E) SOG\ PT 2x SILL PLATE w/ 5/8" 0 ANCHOR BOLTS @ 48" o/c OR PER SHEARWALL SCHEDULE ° \\ o o o o da', 04 n od Q \ —FOOTING AND /a/REINFORCEMEN T\3CLR/ PER PLAN POST TO FOOTING CONNECTION NEW FOUNDATION WALL PER PLAN EMBED ALL HORIZONTAL REBAR 4" INTO EXISTING FOUNDATION AS SHOWN AND EPDXY WITH SIMPSON 'SET'. EXISTING FOUNDATION (REBAR NOT SHOWN FOR CLARITY) 4" TYP NEW FN DN TO EXISTING z O > w m w Q Q 0 VG l(i U � O � V CV N O N lTi Q w QQ — O CIO 4-N v� Q� R/ �; m C) N N 75 O > 3: m LU m � L � � V N � � � W o N N 0 0 N CV m � 0 OLn 0 0 0 w w w u 0 W N U �O w � pCO j W J J Q W z Ln O 0 w MAY 09, 2022 Drawn By: JIB Checked By: CCC Date: 05-09-2022 5DA JOB NO. 08 5TRb)&T4J RAL ��//CITYYEPOOgFF�EDMO�NND/S DT�/TL5/ DETA I L5 5-2.0 SHEARWALL SCHEDULE (CDX) MARK SHEATHING EDGE NAILING FIELD NAILING SILL PLATE & CONN. BOTTOM/TOP PLATE @ FIND CONN. Al 3/8" CDX ONE 8d @ 6 O/C 8d @ 12 O/C 5/8" 0 A.B. @ 48" O/C LTP4 @ 20" O/C W/ 2x BOTTOM FACE W/ 2x SILL PLATE PLATE 3/8" CDX ONE 8d @ >> 4 0/C 8d @ 12 0/C 5/8" A.B. @ 36" 0/C LTP4 @ 14" O/C W/ 2x BOTTOM FACE W/ 2x SILL PLATE PLATE A15/32" CDX ONE 1Od @ >> 4 O/C 10d @ >> 12 O/C 5/8" 0 A.B. @ 30" O/C LTP4 @ 12" O/C W/ 2x BOTTOM FACE W/ 3x SILL PLATE PLATE A 15/32" CDX ONE 1Od @ 3" O/C 10d @ 12" O/C 5/g 0 A.B. @ 24" O/C LTP4 @ 9" O/C W/ FACE W/ 3x SILL PLATE 3x BOTTOM PLATE A 15/32" CDX ONE 1Od @ 2" O/C 10d @ 12" O/C 5/g 0 A.B. @ 20" O/C LTP4 @ 7" O/C W/ FACE W/ 3x SILL PLATE 3x BOTTOM PLATE A 15/32" CDX EACH 1Od @ 3" O/C 10d @ 12" O/C 5/8" A.B. @ 12" O/C LTP4 @ 5" O/C W/ FACE EACH FACE EACH FACE W/ 3x SILL PLATE 3x BOTTOM PLATE SHEARWALL NOTES 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM -FIR NO. 2 UNLESS NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING (SEE NOTE #3). 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL SHEATHING MUST EXTEND TO THE OUTSIDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. 3. WHERE SHEATHING NAILING IS SHEARWALL SW-3 AND GREATER, ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3-INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE OFFSET. FOR SW 1-7 (2)2x MAY BE SUBSTITUTED FOR A SINGLE 3x MEMBER PROVIDED THE STUDS ARE STITCH NAILED TOGETHER w/ 10d NAILS STAGGERED @ 6" o/c FROM EACH SIDE. 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 4.3A OF THE 2015 AMERICAN WOOD COUNCIL SDPWS (SPECIAL DESIGN PROVISIONS FOR WIND & SEISMIC). VALUES ARE BASED ON CDX PLYWOOD SHEATHING STRUCTURAL 1 w/ HEM -FIR NO. 2 FRAMING AND COMMON NAILS, UNLESS NOTED OTHERWISE. OSB STRUCTURAL 1 SHEATHING WITH EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED. �&" SHEATHING SHALL NOT BE SUBSTITUTED FOR 15/32" SHEATHING UNLESS APPROVED BY THE ENGINEER. 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USED AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF THE POST. 6. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR CONCRETE CAST AGAINST SOIL. ANCHOR BOLTS SHALL BE SECURED TO THE SILL PLATE WITH 3x3x0.229" WASHERS. THE WASHERS EDGE SHALL BE PLACED WITHIN 2" OF THE WALL SHEATHING. 7. POST INSTALLED 5"0 SIMPSON TITEN HD ANCHOR BOLTS MAY SUBSTITUTE CAST -IN PLACE ANCHOR BOLTS. POST INSTALLED ANCHOR BOLTS SHALL BE EMBEDDED 51" INTO EXISTING CONCRETE. POST INSTALLED ANCHOR BOLTS SPACING SHALL BE REDUCED BY 50% (VALID FOR STEM WALLS 6" OR THICKER, f'c=2,500PS1, Oo=2.5, SIDS C OR HIGHER). 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR BORATE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. ALL NAILS SHALL BE COMMON OR GALVANIZED BOX PER ASTM F 1667. 9. NAILS MUST BE STAGGERED WHEN SPACED AT 2" 0/C. HOLDOWN POST. SEE HOLDOWN SCHEDULE OR PLAN FOR MINIMUM REQUIREMENTS LOCATION OF HOLDOWN TO BE LENGTH OF FOR DOUBLE SIDED SHEARWALLS, THE SHEARWALL SHEATHING ON EACH FACE MUST EXTEND CONTINUOUS BETWEEN HOLDOWN POSTS AS SHOWN. HOLDOWN SCHEDULE *FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS THRU BOLTS EMBEDMENT/ MINIMUM MODEL ANCHOR OR STRAP EDGE de L BOLT NAILS/SCREWS LENGTH DIST. HDU14-SDS2.5 8 (36) 4x22 SIDS IN SEE de &F 3„ 14 >> 11 1>> 162 (FT G) 4x8 OR 6x6 POST MST60 N/A (IN6 60" CRIMTJOISOTN NA NA DOOUBLEOSTUDN HOLDOWN SCHEDULE *FOR HOLDOWNS INSTALLED IN EXISTING 6" WIDE STEM THRU BOLTS OR EMBEDMENT/ MINIMUM MODEL ANCHOR BOLT NAILS/SCREWS STRAP EDGE LENGTH DIST. HDU4-SDS2.5 5"�' F1554 GR.36 w/ (THROUGH DOUBLE NUT 8c (10) 4x22 SIDS IN NA (THROUGH 13" 4 BOLT) PL4x4x4" A36 PLATE DOUBLE STUD STEM & FT'G) WASHER HDG HDU8-SDS2.5 8"0 F1554 GR.36 w/ (THROUGH DOUBLE NUT 8c (20) 4x22 SIDS IN 4x6 NA (THROUGH 13" 4 BOLT) PL4x4x4" A36 PLATE POST STEM & FT'G) WASHER HDG HOEDOWN NOTES 1. ALL -THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c=2500 PSI. MINIMUM WALL THICKNESS IS 8". 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. WHERE HOLDOWNS ARE INSTALLED INTO THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d SINKERS STAGGERED @ 4" 0/C. 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. 6. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. 7. ALL HOLDOWN BOLTS MUST BE RE -TIGHTENED JUST PRIOR TO ENCLOSING SECOND SIDE OF WALL. I r r nr \n/A I I Ann\/0. I CRIPPn\AI OPENING TC BLOCKING PER PLAN ALIGNED WITH HEADER/SILL TO PERMIT INSTALLATION OF STRAP TOP CORNER STRAP PER PLAN POST & HDR PER PLAN BOTTOM CORNER STRAP PER PLAN MIRROR # OPENING PER PLAN # CORNER OPEN N G S TR A P �FT �AQ STHD14RJ ` INSTALLED TYPE OF HOLDOWN TO BE INSTALLED SHEARWALL DESIGNATION - SEE SHEARWALL SCHEDULE FOR FRAMING, NAILING AND LATER AL_ MARKING LEGEND ANCHORAGE REQUIREMENTS SHEARWALL PER PLAN 16d COMMON x CANT. JOIST PER PLAN 3%2" L @ 3" 0 / C DIAPHRAGM EDGE NAILING PANEL EDGE NAILING PER (MIN 10d @ 6" o/c) SHEARWALL SCHEDULE 2x BLOCKING BEAM PER PLAN OR SOLID BLOCKING BELOW SHEARWALL 32" CDX BOTTOM SHEATHING SECURED TO FRAMING PER FLOOR SHEATHING ABOVE LTP4 PER SHEARWALL SCHEDULE SHEARWALL PANEL EDGE NAILING PER PER PLAN SHEARWALL SCHEDULE OEESET SH EAR WALL CONN EC ON SHEARWALL PER PLAN (WHERE SPECIFIED) SHEARWALL EDGE NAILING (WHERE APPLICABLE) LTP4 FROM BOTTOM PLATE TO RIM JOIST PER SCHEDULE (AT SHEARWALL ONLY) LPT4 FROM RIM JOIST TO TOP PLATE PER SCHEDULE (AT SHEARWALL ONLY) SHEARWALL EDGE NAILING (WHERE APPLICABLE) SHEARWALL PER PLAN - (WHERE SPECIFIED) DIAPHRAGM EDGE NAILING INTO RIM JOIST (10d @ 6" o/c MIN) 16d NAIL EACH JOIST (USE SDS)/4"x4Y2" SCREW FOR 3x BOTTOM PLATES) JOIST PER PLAN (I -JOIST SHOWN, SOLID SAWN SIMILAR) 14" RIM JOIST (MINIMUM) (2)16d NAILS EACH JOIST TO TOP PLATE ANCHOR cn Q ROD PER L' HOLDOWN Q SCHEDULE > d de ° d d °..LLPd ° 2F (MIN) FOR "FT'G" HOLDOWNS ONLY FT'G HOLDOWN NOTE: THE LTP4 AND THE 3x BOTTOM PLATE MAY BE ELIMINATED FOR THE SHEAR CONNECTION FOR SHEARWALL #'S 1-5 IF THE SHEATHING FROM THE SHEARWALL IS BROKEN ONLY AT THE CENTER OF THE RIMJOIST AND NAILED TO THE RIMJOIST W/ (2) ROWS OF PANEL EDGE NAILING. CLEAR SPAN NO NAILS REQUIRED O O O O DOUBLE TOP PLATE w/ EDGE NAILING (STAGGER) SHEARWALL EDGE NAILING AT ALL PANEL EDGES. © BLOCKING AT ALL PANEL EDGES WHERE APPLICABLE. © EDGE NAILING TO HOLDOWN POST (FULL HEIGHT) STAGGER INTO DOUBLE STUDS OD STUDS @ 16" ON CENTER PRESSURE TREATED SILL PLATE WITH EDGE OE NAILING AND ANCHOR BOLTS PER SHEARWALL SCHEDULE STD. SW. ELEVAT ONS SCALE: %"=1'-0" HOLDOWN POST PER PLAN/SCHEDULE /-STRAP PER PLAN - CENTER BETWEEN FLOORS. FLOOR FRAMING PER PLAN FLOOR TO FLOOR STRAP SHEARWALL PER PLAN (WHERE SPECIFIED) SHEARWALL EDGE NAILING (WHERE APPLICABLE) LTP4 FROM BOTTOM PLATE TO RIM JOIST PER SCHEDULE (AT SHEARWALL ONLY) LPT4 FROM RIM JOIST TO TOP PLATE PER SCHEDULE (AT SHEARWALL ONLY) SHEARWALL EDGE NAILING (WHERE APPLICABLE) SHEARWALL PER PLAN (WHERE SPECIFIED) JOIST PARALLEL STRAP PER PLAN CENTERED ON TOP PLATE �Q^n col it BEAM PER POST TOP PLATE SPLICE NAILING TO BE (8) 16d 0 SINKERS (MIN). LAP 48" MIN. CENTER SPLICE ON STUD G HOLDOWN PER SCHEDULE AND PLAN (HDQ8-SDS3 0 SHOWN) H COORDINATE ALL STUD AND PLATE SIZES w/ 0 SHEARWALL SCHEDULE REQUIREMENTS J EDGE NAILING TO POSTS, TRIM STUDS, AND KING STUDS 0 BEARING STUD FOR HEADER © RIMJOIST TO BE 1%2" MIN THICKNESS AT ALL SHEARWALLS '-�HFARWALL \TE BEAM/SHEARWALL CONN. DIAPHRAGM EDGE NAILING INTO RIM JOIST (10d @ 6" o/c MIN) 16d NAIL EACH BLOCK (USE SDSY4"x4Y2" SCREW FOR 3x BOTTOM PLATES) 2 BAYS OF JOIST BLOCKING @ 48" o/c w/ (3)10d NAILS INTO EACH BLOCK FLOOR FRAMING PER PLAN (I -JOIST SHOWN, SOLID SAWN SIMILAR) 1Y4" RIM JOIST (MINIMUM) 34 FROM BLOCKING TO TOP PLATE FLOOR JOIST/SHEARWALL CONNECTION I BREAK SHEATHING ON PLATE AS SHOWN. SEE NOTE FOR ALTERNATE. 2x BLOCKING (MIN) OR JOIST ALIGNED w/ SHEARWALLS. (USE LSL AS SUBSTITUTION FOR 1-JOISTS) LTP4 PER SHEARWALL SCHEDULE SHEARWALL PER PLAN SHEARWALL PER PLAN 16d COMMON @ 3" o/c (FOR 3x PLATE USE %4" x 5%2" SIDS SCREWS @ 3" o/c) 2x BLOCKING (MIN) OR JOIST ALIGNED w/ SHEARWALLS. (USE LSL AS SUBSTITUTION FOR I -JOISTS) LTP4 PER SHEARWALL SCHEDULE INTERIOR STACK N G SHEARWALL CONN. z O w m w Q 0 0 z � O � V N N O Ln N � Q j O � O Q N U Lu c _I.� U > Q� 75 O O > 6� m LU m � L Ln V N � O N N N N O O N N m O 0 O 0 o w Lu D n [ij 0 0 W N U �O w � pCO j W J J Q W ,� cv z z Ln O 0 w MAY 09, 2022 Drawn By: JIB Checked By: CCC Date: 05-09-2022 5DA JOB NO. WW 5TRO&PA RAL CITY EPOOgFF�EDMO�NND/S D��//om / T 5/ DETAI L5 5-3.0 DIAPHRAGM EDGE NAILING - 8d @ 6" o/c JOIST PER PLAN PANEL EDGE NAILING PER SHEARWALL SCHEDULE SHEAR WALL PER PLAN 2x BLOCKING `A35 PER SHEARWALL SCHEDULE H2.5 CLIP EA RAFTER RAFTER PERPENDICULAR 2x BLOCKING JOIST PER PLAN H1 @ EA. JOSIT BEAM PER PLAN DECK MST TO BM. CONN. BEVELED BLOCKING 8d @ 6" o/c MIN. 16d TOENAIL @ EA. BLOCKING JOIST PER PLAN PANEL EDGE NAILING PER SHEARWALL SCHEDULE SHEAR WALL PER PLAN TERS PER PLAN LSSU28 HANGER TYP.J \-RIDGE BEAM PER PLAN UPSET R DGE BEAM CONN. PANEL EDGE NAILING PER SHEARWALL SCHEDULE SHEATHING TO MATCH SHEARWALL BELOW 3x FLAT STUDS @ 24" o/c 2x6 BLOCKING BETWEEN STUDS PANEL EDGE NAILING PER SHEARWALL SCHEDULE DIAPHRAGM EDGE NAILING - 8d @ 6" o/c A35 @ 24" o/c FROM RAFTER TO TOP PLATE RAFTER PARALLEL VST37 STRAP EACH SIDE AT BEAM BREAK. NAIL EQUALLY TO EACH BEAM. 2x BLOCKING @ 48 o/c w 3 8d NAILS PROVIDE 2" MINIMUM EDGE DISTANCE AND ROW SPACING RIM JOIST PER PLAN 1%2" MIN WIDTH WALL PER PLAN PT 2x HF#2 LEDGER SECURED TO ADJ. /-RIMBOARD PER PLANS DECK JOIST AND HANGER PER PLAN HANGER PER PLAN DTT1 Z & SDWH @ 48" o/c MIN. HEDGER CONN. w/ RJ (5)16d NAILS EACH END 2x KING STUD 16d NAILS AC COLUMN CAP @ 8" o/c_ OR PER PLAN POST PER PLAN BEAM TO COLUMN CONN. DIAPHRAGM EDGE NAILING - 8d @ 6" o/c (E) RAFTERS PER PLAN 2x BLOCKING @ 48" o/c w/ (3) 8d NAILS DIAPHRAGM EDGE NAILING - 8d @ 6" o/c (N) RAFTERS PER PLAN 2x BLOCKING - -FLAT OR SLOPED RAFTERS PER PLAN H1 @ EA. RAFTER SHEARWALL PER PLAN NAIL ROOF SHEATHING TO TOP CHORD w/ 8d @ 6" O/C HEADER PER PLAN 2x TRIM STUD OR POST PER PLAN. STANDARD HEADER DETA E 2x BLOCKING @ 24" o/c SHEATHING ABOVE SECURED w/ (4) 10d NAILS RAFTER PER PLAN' �-A34 @ EA. BLOCKING SHEATHING TO MATCH SHEARWALL. NAIL TO FULL HEIGHT STUDS GABLE PER SCHEDULE. OR CRIPPLE STUDS �GABEE �END SH EARWAEE CON N • CONTINUOUS 12x6 (SLEEPER II w/ (3)16d SINKERS TO EACH II TRUSS/RAFTER BELOW1 11 II MAIN ROOF FRAMING PER II II PLAN 11 11 II II I II 2x4 BLOCKING BETWEEN RAFTZS111 w/ 16d SINKERS @ 6" o/c SLEEPER BE 2x4 w/ (3)16d SINKERS TO RAFTER AND (2)16d TOENAILS TO ROOF FRAMING CONTINUOUS 2x4 TRIM BOARD w/ (2) 16d SINKERS TO EACH RAFTER/TRUSS. INSTALL SNUG IN FRONT OF 2x4 POSTS TO PREVENT SLIDING WALL PER PLAN PROVIDE 2" MINIMUM EDGE DISTANCE AND PT 2x HF#2 LEDGER ROW SPACING SECURED TO ADJ. RIMBOARD PER PLANS RIM JOIST PER PLAN_\6 DECK JOIST AND 1Y2" MIN WIDTH HANGER PER PLAN HANGER PER PLAN DTT1 Z & SDWH @ 48" o/c MIN. ML26Z @ EA. JOIST WALL PER PLAN LEDGER CONN • w/ CANTFEVER RJ 3x1 DECK FRAMING PER PLAN (1) ROW OF 2x BLOCKING BM. PER PLAN STRINGER PER PLAN CLIP PER PLAN STRNGER CONN. DIAPHRAGM EDGE NAILING - 8d @ 6" o/c 2x BLOCKING - FLAT OR SLOPED H1 @ EA. 4L`RAFTERS RAFTER PER PLAN PANEL EDGE NAILING / SHEARWALL PER SHEARWALL v PER PLAN SCHEDULE 11-R AFTER /S�HEAR WALE CONN CONTINUOUS 2x6 RIDGE BOARD II II II II II II �i �i II II 2x4 OVERFRAMING RAFTERS II I @ 24 o/c w/ (3) 16d II TOENAILS EACH END ii ii 11 11 1 2x41 DIRECTLYBELOW RIDGE BOARD II w/ 2x4 GUSSET w/ (3)16d SINKERS II EACH MEMBER I I II II II II II II II II A II II II I DIAPHRAGM EDGE NAILING - 8d @ 6" o/c 2x BLOCKING - FLAT OR SLOPED ---- HI @ EA. RAFTER_��/ CONTINUOUS 2x6 SLEEPER w/ (3)16d SINKERS EA. TRUSS/RAFTER PROVIDE 2" MINIMUM EDGE DISTANCE AND ROW SPACING (2) BAYS OF BLOCKING @ 48 O/C W 3 10d NAILS @ EA BLOCK? WALL PER PLAN PT 2x HF#2 LEDGER SECURED TO ADJ. RIMBOARD PER PLANS DECK JOIST AND HANGER PER PLAN HANGER PER PLAN JOIST PER PLAN' LDTT1 Z & SDWH @ 48" o/c MIN. A34 FROM BLOCK TO TOP PLATE WALL PER PLAN TYPICAL LEDGER CONNECTION RAFTERS PER PLAN BEAM PER PLAN RAFTER/SHEARWALL CONN. 2x4 HF#2 RAFTERS @ 24" o/c w/ (3)16d TOENAILS EACH END CONTINUOUS 2x6 RIDGE BOARD PROVIDE 2x4 POSTS AT RAFTERS AND RIDGE BOARD EVERY ROOF FRAMPf REVAWRIVgA[NE-� 48-INCHES MINIMUM. POSTS SHOULD BE ALIGNED TO FALL ON PLAN/SCHEDULE MAIN ROOF FRAMING MEMBERS AS SHOWN. WHERE RIDGE BOARD DOES NOT ALIGN w/ MAIN ROOF MEMBER, POSTS SHOULD BEAR ON 2x6 BLOCK INSTALLED BETWEEN ADJACENT TRUSSES. TOP VIEW SIDE VIEW TYPICAL ROOF OVERFRAM NG DETAILS 2x4 BLOCKING w/ 16d SINKERS @ 6" o/c TO SLEEPER BELOW DIAPHR, EDGE NAILIN, 8d @ 6" PANEL EDGE NAILING PER SHEARWALL SCHEDULE 2x BLOCKING - FLAT OR SLOPED 1 @ EA. AFTER �EARWALL -R PLAN RAFTER/SHEARWALL CONN. 2x4 GUSSET w/ (3) 16d SINKERS EACH MEMBER CONTINUOUS 2x4 BLOCKING w/ (2) 16d SINKERS TO EACH TRUSS/RAFTER BELOW. INSTALL SNUG IN FRONT OF POST AS SHOWN OVERFRAMING RAFTERS 2x4 POST @ 48-INCHES ON CENTER MAX SECTION A A �G_ l(i U � O � V N Ln O Ln N Q W QO — E o �co1� W � � U > Q� 75 N O O > 6� m LU m � L � Ln V N � -G-� O _ 0 W N U �O w � pCO j n z� W J J Q W z LnO 0 w MAY 09, 2022 Drawn By: JIB Checked By: CCC Date: 05-09-2022 5DA JOB NO. 5TRb)&T4J RAL CITY EPOOgFF�EDMO�NND/S D��//om / T 5/ DETAI L5 5-4.0