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APPROVED ENG BLD RESUB3 BLD2022-0015+Architectural &SITE _Plan+4.15.2022_7.52.36_AM+2804382GENERAL NOTES r"i/rr rrr//r/ / "�l1�FzTi �S, MELODY LN HiNDLEY LN ----------- /""iiiii/r//r l z w w 1 w = W zrn w Z Q SiTE 1 : U \ = GASPERS ST / O = i / VICINITY MAP (NTS THESE DRAWINGS ARE THE PROPERTY OF H21), LLC. ANY REPRODUCTIONS MUST BE AUTHORIZED 5Y THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT. © COPYRIGHT 2021 BY H21), 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 5Y LOCAL AUTHORITIES. -A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, ELECTRICAL, AND/OR MECHANICAL WORK AS AFFLiCABLE. -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 PIMEN51ONS 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 5Y THE CONTRACTOR SHALL 5E 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 RE5PON51BLE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR OM15510N5 OR PERFORMANCE OF THE CONTRACTOR. -CONTRACTOR SHALL 5E 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 COMP05EP OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION iN ACCORDANCE WiTH INSTRUCTIONS PREPARED 5Y 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 1N CONNECTION WiTH THE WORK SHALL BE REMOVED FROM THE PREMISES AND P15POSEP 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 ADDITIONS PE51GNEP WiTHiN 1'-0" OF THE HEIGHT LiMiT, THE CONTRACTOR SHALL 5E RE5PONSIBLE 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 50FLOOR, TOP PLATE AND RIDGE ELEVATIONS SHOULD BE VERIFIED DURING CONSTRUCTION. CONSULT ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION. 3. SOILS: -FOUNDATION DESIGN 15 BASED ON AN ASSUMED AVERAGE 501L BEARING OF 2,000 PSF OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL DE CAST ON UNP15TURDED FiRM NATURAL SOiL OR COMPACTED SOiL OF 2,000 125F DEARiNG CAPACITY AT LEAST 1'-6" BELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL BE FREE OF L005E SOiLS, DEDR15, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RE5PONSiDILiTY iN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED 5Y 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 BE NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300 PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATION LOCATED iN THE UPPER PORTION OF THE 512ACE TO BE VENTILATED AT LEAST 3 FEET ABOVE SAVE OF CORNICE VENTS WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. (iRC SEC R806). -ATTIC ACCE55: MINIMUM 22" x 30" WiTH MiNiMUM 30" HEADROOM, UNOBSTRUCTED, READILY ACCES5113LE OPENING. IRC SEC R807. ACCE55 DOORS SHALL BE WEATHER5TRiPPED AND iN5ULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. -iN 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 RANGE5/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 DE iN COMPLIANCE WiTH iRC SEC R308 AND WASHiNGTON STATE SAFETY GLASS LAW, EXCEPTIONS ARE AS OUTLINED iN iRC SEC R308. -GLAZING iN LOCATIONS SUBJECT TO HUMAN IMPACT SUCH A5 GLASS IN DOORS, GLAZING WiTHiN 24" ON EITHER SIDE OF A DOOR OPENING, GLAZING CLOSER THAN 16' TO A FLOOR, SHOWER DOORS AND TUB ENCLOSURES SHALL 5E WiFE REINFORCED, TEMPERED GLASS, LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. -SLIDING GLA55 DOORS TO BE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS. -SHOWER ENCLOSURES SHALL 5E APPROVED WiRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT 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 50. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL 5E 24", MiNiMUM NET CLEAR OPENING WIDTH OF 201, 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 THERMOSTAT 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 5E 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 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 THERM05TAT SHALL ALLOW FO, AT A MiNiMUM, A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKENDS) AND BE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACKS PER DAY. 8. STAIRS: -MiNiMUM HEADROOM 6-8'; MiNiMUM TREAD 10"; MAXIMUM RISER 7 3/4" -HANDRAIL: REQUIRED AT ALL STAIRS WiTH MORE THAN 4 RISERS PER iRC 311.7.8. 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 BELOW. RAILINGS SHALL BE SPACED TO NOT ALLOW THE PASSAGE OF A 4" SPHERE PER iRC 312.1. -INSTALL FiRE BLOCKING AT MiD-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 REQTS FOR TABLE R402.1.1, TABLE R402.1.3 AND SECTION R402. REFER TO PRESCRIPTIVE TABLE ON SHEET 01. -EXISTING WALL AND FLOOR CAVITIES EXPOSED DURING CONSTRUCTION FOUND 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 BE INSULATED WiTH MiNiMUM R-21 INSULATION. BELOW GRADE WALLS TO 5E INSULATED WiTH MiNiMUM R-21 INSULATION, ALLOW FOR THERMAL BREAK BETWEEN FLOOR SLAD AND 5A5EMENT 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 THRU-VENTING INTO THE NEXT JOIST 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 SLAD AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAD AND FOOTING TOGETHER. UNLESS NOTED OTHERWISE. 10. GARAGE SEPARATION: -REQUIRES 1/2" GW5 ON THE GARAGE SiPE. 5/8" TYPE'X' GW5 WHERE THERE 15 LiViNG SPACE ABOVE. SUPPORTING COLUMNS, WALLS AND BEAMS USE 1/2" GW5 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 BE EQUIPPED WiTH A SELF-CL051NG DEVICE PER iRC R302.5.1. 11. VAPOR BARRIERS: -AN APPROVED VAPOR SARRiER SHALL 5E 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. TH15 VAPOR BARRIER MAY BE A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. 12. FIRE SAFETY: -SMOKE ALARMS/DETECTORS (S.D.): SMOKE ALARMS/DETECTORS SHALL 5E INSTALLED 1N ALL SLEEPING ROOMS, iN THE AREA OUTSIDE THE SLEEPING ROOM AND iN OTHER LOCATIONS PER iRC R314. POWER SOURCE AND INTERCONNECTION PER iRC. -CAR50N MONOXIDE DETECTORS (C.M.D.): SHALL HAVE AN APPROVED CARBON MONOXIDE ALARM INSTALLED OUTSIDE OF EACH SLEEPING AREA 1N DWELLING UNITS AND iN EACH LEVEL 1N ACCORDANCE WiTH THE MANUFACTURER'5 REQUIREMENTS PER 1RC315. SINGLE STATION CARBON MONOXIDE ALARMS SHALL 5E LISTED AS COMPLYING WiTH UL2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH THIS CODE, NFPA 720- 2012 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. -CARBON MONOXIDE DETECTION SYSTEMS PER iRC 315.2 THAT INCLUDE CARBON MONOXIDE DETECTORS AND AUDIBLE NOTIFICATION APPLIANCES, INSTALLED AND MAINTAINED iN ACCORDANCE WITHTHIS SECTION FOR CARBON MONOXIDE ALARMS AND NFPA 720-2012, SHALL 5E PERMITTED. THE CARBON MONOXIDE DETECTORS SHALL BE 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 BY THE BUILDER OR OTHER APPROVED PARTY AND POSTED ON A WALL 1N THE SPACE WHERE THE FURNACE 15 LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION INSIDE THE BUILDING. WHEN LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE ViSi131LiTY OF THE CiRCUiT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LiST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED iN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAiN COEFFICIENT (SHGC) OF FENESTRATION; HTE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AiR LEAKAGE TESTING DONE ON THE BUiLPING; AND THE RESULTS FROM THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FLOW RATE TEST. WHERE THE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL L15T THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATE SHALL L15T THE TYPES AND EFFICIENCIES OF HEATING ,COOLING, WHOLE -HOUSE MECHANICAL VENTLLAON, AND SERVICE WATER HEATING APPLIANCES. WHERE A GAS -FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE, OR BASEBOARD ELECTRIC HEATER 15 INSTALLED IN THE RESIDENCE, THE CERTIFICATE SHALL LiST "GAS -FIRED UNVENTED ROOM HEATER", "ELECTRIC FURNACE", OR "BASEBOARD ELECTRIC HEATER", A5 APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR GAS -FIRE UNVENTED ROOM HEATERS, ELECTRIC FURNACES, OR ELECTRIC BASEBOARD HEATERS. 14. LIGHTING EQUIPMENT - NOT LESS THAN 90 PERCENT OF LAMPS iN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL 5E HiGH-EFFICACY LAMPS - FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS y SPECIAL INSPECTION FOR THIS PROJECT: ;1)SOILS ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE i7_A21IIT, l41•]W»_1kiINATJ1A►JF ;1) A separate Plumbing permit is required for this project. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES City Of Edmonds Building Department Work DETACHED GARAGE WITH RECROOM --------------------------------------------- Address 812 CARY RD ------------------------ --------------------------- ----------------------------------------------------------• Owner NORTON ------------------------------------------ ---------------- Approved Date 4/19/2022 -- -- -- -- - -' -------------------------- Building Official: W. Xp4ifa�c ---------------- Permit Number BLD2022-0015 -------------- PROJECT INFORMATION PROJECT OWNER: MiKE & SABiNA NORTON 812 CARY RP EDMONDS WA 98020 PROJECT ARCHITECT: HEiDi HELGESON PROJECT DESIGNER: L15A MONTALVO H2D ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 STRUCTURAL ENGINEER: DENNIS TiTUS, PE, SE CG ENGINEERING 250 4TH AVE 5, SUITE 200 EDMONDS, WA 96020 425-778-8500 PROJECT DESCRIPTION: NEW DETACHED GARAGE & ACCESSORY BUILDING PROJECT ADDRESS: 812 CARY RP TAX LOT NUMBER: 27032400226000 LEGAL DESCRIPTION: SECTION 24 TOWNSHIP 27 RANGE 3 QUARTER NW LOT 2 CiTY ED 5P PFN FLN20170055 REC AFN 201903115001 BEING PTN NW1/4 NW1/4 LAND USE CODE COMPLIANCE STATISTICS ZONE: RS 12 LOT COVERAGE: LOT AREA: EXISTING HOUSE: NEW ACCESSORY BUILDING: PROPOSED LOT COVERAGE: ALLOWED LOT COVERAGE: PROPOSED NEW ACCESSORY BUILDING & ROOF: NEW HARD NEW DRIVEWAY ADDITION: SURFACE: TOTAL NEW HARD SURFACE: REQ'D SETBACKS: FRONT: REAR SETBACK: SiPE SETBACK: 97574.4 SF 1,440.0 5F 1532.8 SF 2972.8 5F 97574.4 SF X 35% = 34151 SF OK PARKING: PROPOSED 3 GARAGE PARKING SPACES BUILDING HEIGHT BUILDING HEIGHT LIMIT = 25' INFORMATION: ACCE55ORY BUILDING HEIGHT LiMiT =15' REFER TO SHEET A2.0 AND A2.1 FOR DETAILED HEIGHT INFORMATION 1825.9 SF 172.5 SF 1998.4 SF ENERGY CREDIT INFORMATION 0ACCESSORY DU1LPING FUEL NORMALIZATION CREDIT FROM WASHiNGTON STATE ENERGY CODE TABLE R406.2 SYSTEM TYPE 4 = 0.5 CREDIT: FOR HEATING SYSTEM BASED ON ELECTRIC RESISTANCE WiTH A DUCTLESS MINi-SPLIT HEAT PUMP SYSTEM 1N ACCORDANCE WiTH SECTION R403.7.1 INCLUDING THE EXCEPTION ENERGY CREDIT FROM WASHiNGTON STATE ENERGY CODE TABLE 406.3 SMALL DWELLING UNiT: 3 CREDITS DWELLING UNITS LESS THAN 1500 SF iN CONDITIONED FLOOR AREA WiTH LESS THAN 300 5F OF FENESTRATION AREA. ADDITIONS TO EXISTING BUILDINGS GREATER THAN 5005F OF HEATED FLOOR AREA BUT LESS THAN 1500 5F. 25' 25' 10, 1.3 EFFICIENT DUiLPING ENVELOPE = 0.5 PRESCRIPTIVE COMPLIANCE 15 BASED ON TABLE R402.1.1 WiTH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U=0.28 FLOOR R-38 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 5% 3.4 HiGH EFFICIENCY HVAC EQUIPMENT =1.5 CREDITS DUCTLESS MiNi-SPLIT HEAT PUMP SYSTEM, ZONAL CONTRAIL: iN HOMES WHERE THE PRIMARY HEATING SYSTEM 15 ZONAL ELECTRIC HEATING, A DUCTLESS MiNi-SPLIT HEAT PUMP SYSTEM WiTH A MiNiMUM HSPF OF 10.0 SHALL 5E INSTALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE HOUSING UNiT. 5.2 EFFICIENT WATER HEATING = 0.5 CREDITS ENERGY STAR RATED GAS OR PROPANE WATER HEATER WiTH A MiNiMUM UEF OF 0.80 TOTAL CREDITS = 3.0 SHEET INDEX 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, A5-13UILT PLANS 02 SiTE PLAN 03 EROSION CONTROL PLAN AND TREE RETENTION CHART 04 CiTY OF EDMONDS STANDARD DETAILS SURV SURVEY A1.0 MAiN FLOOR PLAN AND LOFT FLOOR PLAN A1.1 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 SECTION AND DETAILS A4.1 WALL SECTION AND DETAILS A4.2 TYPICAL DETAILS 51.1 GENERAL STRUCTURAL NOTES 52.1 FOUNDATION, ROOF, FRAMING & STORAGE LOFT FRAMING PLANS 53.1 SCHEDULE5 54.1 FOUNDATION DETAILS 55.1 WOOD FRAMING DETAILS 56.1 ROOF FRAMING DETAILS PRESCRIPTIVE REQUIREMENTS- ALL CLIMATE ZONES LOCATION R-VALUE U-FACTOR FENESTRATION U-FACTOR N/A 0.28 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 30/38 0.029 5ELOW GRADE WALL 10/15/21 iNT + T5 0.042 SLAB R-VALUE AND DEPTH 10, 2 FT N/A W U Z o W o V) Q W U 0 Z p cal z �O L.L LL1 O Z 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: 11/19/2021 REV 1: 3/14/2022 REV 2: 4/15/2022 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS RESUB Apr 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 01 PROPOSED NEW ACCESSORY BUILDING & ROOF: 1825.9 SF NEW HARD NEW DRIVEWAY ADDITION: 172.5 SF SURFACE: TOTAL NEW HARD SURFACE: 1998.4 SF AVERAGE EXISTING GRADE POiNT ELEVATION A 91.0 8 87.2' C 87.9' D j 91.5' 357.6 SF/4= 89.4' AVERAGE GRADE =89.4' 15' HEIGHT LIMIT = 104.4' Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. - Zone ;.fZ$__'I.2__; Corner N N —Flag _ Setbacks: Required Actual :25' 33'-8.5" Front 10, 10' Sides :25.__ Rear Other ' 15' 14.4' Height BENCHMARK PER SURVEY: TOP MONUMENT 1N CASE ELEV = 89.73' , DATUM: ASSUMED i / / i 16' PSPL EASEMENT (A.F. #432625) / 94 APPROVED BY PLANNING Qo 2S, SITE PLAN SCALE: I" = 20' i (J10"M Ci 21 6" f 880 OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. \ ; I I - - - - - - - - - - - - 0 0 \ I OLUp< /� — — — 5--I` >< — — �--- --r — —� —� — N88°48'46"W (C) - 448.30' (D)(C)II' \ $6 \90 / \ \ A n A \A A A A hd I I I q2 SPLAJDLOCK I VEGETATED I I FLOVI PATH DEMO %�14k'OAK DOWNSPOUT TO/ \ SPLA�"kiBLOCK, A I- s TYP�� 12"W �- :�'�' - — — T- — — — — — — — — — — — — —� — --WELLT \-----—-------- (A.F.#5109220135) $0 /77-77 / \ , 78 / / // I %iiiiiiiiiiiiiiiiii �iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiil iiiiiiiiiiii� TREELiNE EXISTING WATEI FL W PATH 2PRIVEWAY (GRAVEL �4 / / SEW EASEMENT �EXGRAVELDR1VEVAY \ (A.F.#1747990) 3765.75E \ \ \� \ \ W I / APROXiMATE \ NOT CONNECTED TO ION -SITE STORMWAT$R SYSTEM) � < I / RfGE DOOR NEW GARAGE/ II LA ELEV: — �� WATER FLOW PATH ACCEI5SORY BU11-AG 0 DRIVEWAY) -O EXISTING 50LF 1773.5 SF r \ I\�I II I ` D15PER5i0NTRENCH ,q,n II GRAVEL � CONNECT TO EXUGP; DRNE\WAY CONTRACTOR TO VERIFY 1 1 i I I OOF AREA I ADDiTION LOCATION AND REC�TS 1N/, '— \� \ \ \ \\ \ d I I 1,825.9 sa ft 72.5 s ft � � �P � ` APPROXIMATE SEWER 8-11-EXI5T1NG 7YPE11CB \ \ \ \ \ LOCATION PER CITY OF I c0 p I I GONNEGTTOIEXGAS & \ \ � \ Q- o I I EDMONDS Gi5 MAPPING WATER. CONTRACTOR TO .O , , —/� \ �, / \ \ \\ \ O Q VERIFY LOCATION & ' \ 24"INVERT DEPTH 'I I REO.T5 W/ UTILITY (85' E�V� �\ EXISTING TY I 5I COMPANIES I / i RiM:36.5� C i �u� 74' ®� (, c� W / 40.93' PRIVATE UTILITY EASEMENT (A.F. #202010070081) \ ` , See City standard detail WA-130 for additional re uirements EX 6" PVC 9 6.6% - Q MIN 812 CARY RD I \ \ J \ \ \ -� lJ..lhn Q EDMONDS, WA 98020 \ 10 n, \ \ \ o EX S.F.R. 3105.9 SF I li \\ \\ \ \ \ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii� N I I 4"PVC 9 2'I.MIN, I I h i EX PATIO & I\ I I \ \ \ \\ tU WALKWAYS W 2306.1 SF 1 -01, is \ Si E I I I \ \ \\ \ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii� c I I c 4I \I REFER TO SiPE — J C14 U) i SEWER PERMIT / o I I #ENG2022-0164 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. o / Cn 1 I \ EXSIP� SEWER P'EPTH7' I \ I V9'+/-ELEV II 4'6"INVERT DEPTH LU EXCLEANOUT ) (82'4"ELEV) U a INVERT I \ C.O. SS O W S ,AT +/-86.o3\ELEV. �" I TREELiNE (T _ \ \L " �, --� — L/ ------------------------------------------- --------------- ------=--Y--- �—� ------- - ----- --- — SS —S S S S 75" INVERT DEPTH PER GiS MAPPING (+/- 80.5' ELEV) NOTES: 1. CONTRACTOR TO VERIFY LOCATIONS AND DEPTHS OF ALL UTiLTiiES PRIOR TO CONSTRUCTION SPLASHBLOGK 60•09 „ VEGETATED N45V5 0 E FLOW PATH AT NEW WATER EX 8" CONC. RET. CONNECTION: WALL 1.25" PEX PIPE & 1.25" BRASS TEE TO EX 1.25" POLY PiPE. BRASS TEE END TO BE THREADED FOR BRASS ADAPTER TO NEW PEX PiPE. — —1 \ iii iiiiiiiiiiiiiTiTiTiTiri i�itififififi�i�i�i u�LL�i-Ziiiiiiiiiiiii n \ \ / S� m�\ ire-r�ii�rt� i, i,�.c.czi i iiiiiiiiiiiiiiiiTJ7r7rrr �ii� �iii iiiiii iiiiii iiiiii iii-1 l --- ��---- ii I ----------------- °" -S884846E 406.84S �S S S S S S S S S S S ST--------------------SSEWER EASEMENT-7-----------------------------E—(A.F. --- -) ------T #1747992) APPROXIMATE W U Z o W o v! Q LU U 0 Z p cal z o 00 7�; N� O Z 9716 REGISTERED ARCHITECT y46 `v, 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: 11/19/2021 REV 1: 3/14/2022 REV 2: 4/15/2022 PERMIT SET SITE PLAN RESUB Apr 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 02 TREE RETENTION CHART C@ AREA OF WORK TREE CALIPER RETAIN Y/N OAK 14'' N WILLOW 12'' Y MAPLE 10" Y MAPLE 6'' Y DEC' 4" Y LILAC 2'' Y LILAC 8" Y MAPLE 8" Y LILAC 8" Y LILAC 8" Y LILAC 8" Y DEC' 6'' Y TOTAL EXISTING CALIPER: 94" TOTAL CALIPER RETAINED: 80" (85.1 NOTES: 1. DECiPIOUS TREE: UNKNOWN SPECIES (NOT A LANDMARK TREE) 2. ALL OTHER TREES ON PROPERTY TO BE RETAINED 3. PROVIDE TREE PROTECTION FENCING AT TREE DRiP LiNE OR GREATEST EXTENT POSSIBLE iN AREA OF CONSTRUCTION ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. OWNER/CONTRACTOR IS RESPONSIBLE FOR _ \ EROSION CONTROL AND DRAINAGE - - - - - X __x __x . . . . . . . . . c/ — _ F. #8109220135) �Q / I r \90 J/ \ &4 `` / o / / cC3 / — ' / /7T�7//7 777/•"l 4// /�.c // ///////////////////// //7�'T r�T�/ rrrr/ // /// /� — \ 8 /// \ \TRE TEPORARY POViD\E1�ON TRUCTION 4 STOCKPILE ETO TBE E ANCEC@ PROTECTI0�1 IEXDRNEWAY I \ FENCING DRIPLINE _ _ J COVERED WiTHIN24 /� HOURS � , I X \ EXDiSTAN BETWEEN � �G �6 GRAVELDRIVE`WAY AND U / �4 cv \ — INSTALL FILTER ENCE A5 �L / SEWEk EASEMENT / h \ \ WETLAND BUFFER U I / C3- (A #1747990) \ \ EXCAVATION NEEDED I�Q ON SITEI I / W I STOGKPiLE PREVENT SEDIMENT\FLOW / APPROXIMATE LOCATION \ TO WETLANDS EXISTING LAWN & VEGETATED SiTE \ / /6 1 I I \� \ -9\ I I \ �\ \ \ 1ST/ PROVIDE TREE o PROTECIJON FENCINGI1 M I 72.5 sd ft1.825.9qft �\PRIPLINE , � 0611 / 4 E ci o 2' / \ o I� I I \ \ \ �• �I� / / _ — — 8 1 2 CARY RD iNGRE55 & EGRESS EASEMENT i — — — I I i / / - - - - - - - - - - - - - I EDMONDS, WA 98020 (A.F.#201411200596) �'� I EX S.F.R. / (A.F. #202010070081) I I I n \ SS SS TREELiNE (T —� \ ,iL \ / \ 77-7-7Viiii/ii/iiiiiii r---�----------------------------------------------------------------------------`''- � I --- -- ---(-- �- -- ---- - ---- -------------------------------- -- ,,, ,,, /� — ----- --- ------r------------ � ., ,/ -------------------T ------ �s ems— - /iii//////////////7 7 r�r /�/�/�/�/�/�/1/1/1/1////// P SS-----------//Try% —S S S S S 1S S S S S S S I S S S ---------S S S S-4—S S S S S S —S ------ ----SEWER EASEMENT ----------------------------�—(A.F. #1747992) ——) — — — - I f/ I /--- 16' PSPL EASEMENT (A.F. #432625) EROSION CONTROL PLAN SCALE: V = 20' NOTES: 1. CONSTRUCTION EROSION CONTROL MEASURES MUST BE iN PLACE AND APPROVED BY CiTY OF EDMONDS PRIOR TO ANY EARTH DISTURBANCE. SCHEDULE AN INSPECTION APPOINTMENT FOR THiS ITEM. 2. NO SEDIMENT SHALL BE TRACKED ONTO PAVED STREET OR ROADWAYS. SEDIMENT SHALL BE REMOVED FROM TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE CONSTRUCTION SiTE. iN THE EVENT OF FAILURE OF THE CSC SYSTEM RESULTING iN SEDIMENT TRACKING ONTO PAVEMENT, THE CONTRACTOR SHALL IMPLEMENT MEASURES IMMEDIATELY TO CORRECT THE SITUATION. THE CONTRACTOR SHALL EMPLOY EMERGENCY MEASURES TO REMOVE SEDIMENT FROM PAVED SURFACES AS NECESSARY. STREET SWEEPING SHALL BE CONSIDERED AN EMERGENCY MEASURE, AND NOT A BASK COMPONENT OF THE EROSION CONTROL SYSTEM. SEDIMENT TRACKED ONTO PAVED SURFACES SHALL NOT BE WASHED INTO STORM DRAINS OR OTHER INLETS. 3. INSTALL FILTER FENCE AS NECESSARY TO CONTROL SEDIMENT AND PREVENT THE DISCHARGE OF POLLUTANTS. 4. AFTER CONSTRUCTION 15 COMPLETE, ALL EXPOSED EARTH SURFACES WiLL BE LANDSCAPED WiTH SUITABLE VEGETATION TO PREVENT EROSION FOR THE PERMANENT CONDITION. 107 ENGINEERING DIVISION APPROVED AS NOTED 04/22/2022 Lu U Z o W o 0') �-5 Q 3: W U r) Z O00 z LLI Z 9716 REGISTERED �p A/R'C,HITECT y 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: 11/19/2021 REV 1: 3/14/2022 REV 2: 4/15/2022 PERMIT SET EROSION CONTROL PLAN AND TREE RETENTION CHART RESUB Apr 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 03 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL I N NATIVE BACKFILL MATERIAL 8" 0 I CV FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS 1 WIRE MESH FENCE TO SUPPORT FILTER FABRIC I `BURY BOTTOM OF FILTER 14 MATERIAL 8" TO 12" NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT `St. 189� CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE FILTRATION SYSTEMS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-900 ENGINEERING DIVISION APPROVED AS NOTED - 04/22/2022 BUILDING ROOF DOWNSPOUT, SEE NOTE 1 DOWNSPOUT EXTENSION 24" WIDE x 36" LONG x 6" THICK ROCK PAD OR SPLASHBLOCK, SEE NOTES 2 AND 3 VEGETATED FLOW PATH, SEE NOTE 4 GENERAL NOTES: 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK AND INFEASIBILITY REQUIREMENTS. NOTES: 1. MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK. 2. SPLASHBLOCK MAY BE CONCRETE, PLASTIC, OR SIMILAR RIGID MATERIAL. 3. ROCK PAD SHALL CONSIST OF 4" STREAMBED COBBLES PER WSDOT SPEC. 9-03.1 1(2) OR WASHED DRAIN ROCK CONFORMING TO WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. 4. A VEGETATED FLOW PATH MUST BE PROVIDED IN ACCORDANCE THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM REQUIREMENTS. `St. 18y-, `St. 189'-' CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CITY OF EDMONDS PUBLIC WORKS DEPARTMENT TYPICAL DOWNSPOUT DISPERSION SPLASHBLOCK APPROVED BY: R. ENGLISH CATCH BASIN ^M ATr REVISION DATE DECEMBER 2017 STANDARD DETAIL SD-633 FILTER SOCK WITH OVER FLOW HOLES (TYP) W„ 31N NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE—THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-902 W U Z o W o r r^ V) Q W r ry U 0 Z cal z 000 G LLI Z 9776 REGISTERED ARCHITECT x/elw DI MICHELLE HELGESON ST HEIATE OF WASHINGTON il rl r1 o 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: 11 /19/2021 REV 1: 3/14/2022 REV 2: 4/15/2022 PERMIT SET CITY OF EDMONDS STANDARD DETAILS RESUB Apr 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERiOR WALLS) NEW GARAGE FLOOR AREA (UNCONDITIONED): 1087 5F NEW LOFT STORAGE AREA (UNCONDITIONED): 127.1 SF NEW ACCESSORY AREA (CONDITIONED): 347.6 5F TOTAL CONDITIONED AREA 347.6 5F WATER HEATER NOTES: 1. INSTALL NEW ON DEMAND GAS WATER HEATER. 2. VERIFY SHUTOFF VALVE Cad CONNECTION TO APPLIANCE. 3. VERIFY: PER iRC M1307.2 ANCHOR OR STRAP WATER HEATER APPLIANCE TO RESIST HORIZONTAL DiSPLACEMENT CAUSED BY EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WiTHiN THE UPPER 1/3RD AND LOWER 1/3RD OF THE APPLIANCE'S VERTICAL DIMENSIONS. AT THE LOWER POINT, THE STRAPPING SHALL MAINTAIN A MiNiMUM DiSTANCE OF 4" ABOVE CONTROLS. 4. WATER HEATER TO BE ENERGY STAR RATED WiTH A MINIMUM UEF OF 0.80 TO MEET WASHiNGTON STATE ENERGY CREDIT REQUIREMENTS. r)al /-11 NEW HEAT PUMP NOTES: 1. INSTALL DUCTLESS MiN15PLiT HEAT PUMP SYSTEM (1 UNiT). INSTALL WiTH A MiNiMUM UNOBSTRUCTED TOTAL AREA OF THE OUTSIDE AND RETURN AiR DUCTS OR OPENINGS TO HEAT PUMP SHALL NOT BE LESS THAN 6 SQUARE INCHES PER 1,000 BTU/H OUTPUT RATING OR AS INDICATED BY THE CONDITIONS OF THE L15TiNG OF THE HEAT PUMP. 2. ELECTRIC HEAT PUMPS SHALL CONFORM TO UL 1995 3. SUPPORT AND FOUNDATIONS FOR THE OUTDOOR UNiT OF A HEAT PUMP SHALL BE RAISED AT LEAST 31NCHE5 ABOVE THE GROUND TO PERMIT FREE DRAINAGE OF DEFROST WATER, AND SHALL CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. VENTILATION SiZiNG TO COMPLY WiTH ASHRAE 62.2: TOTAL CFM = 7.5 PER OCCUPANT + (AREA X 0.03) OCCUPANT 15 # OF BEDROOMS + 1. 5. SYSTEM TO HAVE A MiNiMUM H5PF OF 10.0 TO MEET WASHiNGTON STATE ENERGY CREDIT REQUIREMENTS. CV CV LD 0 IJO m 11.4 C_V �0 O cz n m l A3.1 i 'A41 �Cl A3.1 A4.1 D A3.1 nal /-11 VENTILATION REQUIREMENTS: VENTILATION NOTES: WHOLE HOUSE VENTILATION TO BE INTEGRATED INTO EXHAUST FAN Cad BATH. UNDERCUT DOORS TO HABITABLE SPACES A5 REQ'D FOR AiR FLOW. AIRFLOW TO MEET THE FOLLOWING MiNiMUM REQUIREMENTS PER TABLE M1507.3.3(1): CONTINUOUS AIRFLOW = 30 CFM INTERMITTENT AIRFLOW: RUN-TIME PERCENTAGE iN EACH 4-HOUR SEGMENT 25% 53% 50% 66% 75% 100% 180CFM 90CFM 60CFM 45CFM 39CFM 50CFM N MAIN FLOOR PLAN STORAGE LOFT FLOOR PLAN SCALE:1/4" = 1'-O" NOTES: SCALE:1/4" = 1'-O" NOTES: 0 EXISTING WALLS 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. = EXiSTiNG WALLS 1. ALL PIMEN51ON5 ARE GIVEN TO THE FACE OF STUD UNO. ® NEW WALLS 2. ALL DOOR AND WINDOW DIMENSIONS ON TH15 PLAN ARE ROUGH OPENING SIZES, UNO. REFER TO WINDOW AND DOOR ® NEW WALLS 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE ROUGH OPENING SIZES, UNO. REFER TO WINDOW AND DOOR SCHEDULE FOR MORE INFORMATION. SCHEDULE FOR MORE INFORMATION. 3. SEE ATTACHED WSEC FORMS FOR ENERGY CODE COMPLIANCE INFORMATION. 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 4. INSTALL SMOKE DETECTORS (S.D.) AT LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 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 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 THE BEDROOMS. THE ALARM AND SHALL BE LISTED A5 COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH 1RC R315.3 AND THE MANUFACTURER'S iNSTALLATiON INSTRUCTIONS ACCORDANCE WiTH iRC R315.3 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS W U Z o W o r rn >Q w r ry U r) Z O z LLI z 9716 REGISTERED ARCHITECT y 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: 11/19/2021 REV 1: 3/14/2022 REV 2: 4/15/2022 PERMIT SET MAIN FLOOR AND LOFT FLOOR PLAN RESUB Apr 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1,0 ANOPY ER JRAL ANOPY ER JRAL ROOF PLAN SCALE:1/4" = 1'-0" DOOR SCHEDULE ID R.O. DIMENSIONS *SEE NOTE 1 DOOR LEAF DIMENSIONS TYPE LEAF AREA (SF) NOTES U-VAL WIDTH HEIGHT W HT MAiN FLOOR 01 3'-2" 7-21/2" 3'-O" 7'-0" SWING 1 0'-1 3/4" 0.00 02 10'-2" 0-21/2" 10'-0" 13'-0" ROLL UP 0'-1 3/4" 0.00 TEMP, TRANSL; VERIFY R.O. W/ MFR. 03 10'-2" 6-21/2" 10'-0" 8'-0" ROLL UP 0'-1 3/4" 0.00 TEMP, TRANSL; VERIFY R.O. W/ MFR. INSTALL W/ HiGH LiFT TRACK 04 10'-2" 6-21/2" 10'-0" 8'-0" ROLL UP O'-1 3/4" 0.00 TEMP, TRANSL; VERIFY R.O. W/ MFR. INSTALL W/ HiGH LiFT TRACK 05 3'-2" 7-21/2" 3'-0" 7-0" SWING ii 0'-1 3/4" 21.00 TEMP, TRANSL. .20 06 6'-2" 7-21/2" 6'-0" 7-0" 131-PASS 0'-130, 0.00 07 2'-8" 7-2 1/2" 2'-6" 7-0" iNT. SWING 01-130, 0.00 TEMP, TRANSL. TOTAL EXTERIOR DOOR AREA: 21.00 MANUFACTURER: INTERIOR: SiMPSON SOLID CORE DOOR T.B.S. EXTERIOR: T.B.S. DOORS #02-03: T.B.S. 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 TEMPERED TRAN5LUCENT \ \ \ w TEMP. o / \ o \ TEMP. TRANSL. / \ TRANSL. lit_, LL -J, I "I -J, IL/ I L PER SCHEDULE PER 5CHED. PER 5CHEDULE PER SCHEDULE PER SCHEDULE RT-P A C;C; TNT G1A/iN(-- KOLL UP CIA/TKI(- 1 G1A/TN(; TT 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'-0" 2'-0" 7-21/2" A A 6.00 TEMP. TRANSL. .28 02 7-0" 2'-6" 8'-0" 3 P 17.50 TEMP. .28 03 3'-0" 4'-0" 8'-0" C C 15.00 TEMP. .28 04 7'-0" 2'-6" 8'-0" B P 17.50 TEMP. .28 CLERESTORY 05 5'-0" 2'-6" 12'-0" A A 32.00 .30 06 5'-0" 2'-6" 12'-0" A A 32.00 .30 07 5'-0" 2'-6" 12'-0" A A 32.00 .30 08 6'-0" VARIES VARIES D P 26.80 SiLL TO ALIGN W/ WiN. #5-7 .30 09 6'-0" VARIES VARIES D P 29.10 SiLL TO ALIGN W/ WiN. #5-7 .30 10 6-0" VARIES VARIES D P 31.60 SiLL TO ALIGN W/ WiN. #5-7 .50 11 3'-2" 2'-6" 13'-7" 13 P 11.00 .50 TOTAL EXTERIOR WiNDOW AREA: 250.50 NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER MANUFACTURER: T.13.5. SERIES: T.13.5. NOTES: 1. VERIFY ROUGH OPENING 51ZES 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 GLA55 5AMFLE TO OWNER/ARCH FOR APPROVAL PRIOR TO ORDERING z 0 / \ W � _ )Q W U // s� Q W w PER ' w PER 1, SCHED. SCHED PER PER 5CHEDULE SCHED A B C D KEY A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE S.H. = SINGLE HUNG H = HOPPER Lu U Z o W o ry 4') Fn >- Q Lu ry U 0 Z O cal z LLI z 9716 REGISTERED ARCHITECT y 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: 11/19/2021 REV 1: 3/14/2022 REV 2: 4/15/2022 PERMIT SET ROOF PLAN; WINDOW AND DOOR SCHEDULES RESUB Apr 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al, 1 APPROVED BY PLANNING --1 ---- STANDING SEAM METALROOF — — — 5/4X12 WD FASCIA, TYP_ METAL CANOPY PER STRUCTURAL SiDiNG TYPE is HORIZONTAL CORRUGATED METAL SiDiNG OR SiM; T.B.S. EXISTING GRADE NORTH ELEVATION SCALE:1/4" = 1'-O" 15'HEiGHTLIMIT _104.4- _ —_— _ —_ —— RiDGE EL =16'-91/4"+/ — — — — — — — — — — 12 ELEV=103.8' — — — — (T.O. RIDGE) SiDiNG TYPE 2 (BEYOND): VERTICAL METAL LOFT FLOOR EL =10'-2 1/8"+/— OSiPING OR SiM; T.B.S. 09 O8 N ELEV = 97.2' N T.O. SUBFLOOR --- - - - - - - - - - -- - - - - - - - - MAiN FLOOR PLATE EL = 9'-2 1/8"+/— — — — — — — — — — — — — — — — — — — — ELEV = 96.2' (T.O. TOP PLATE EXISTING GRADE —-—-_—_-——-— — — — — —— — —AVERAGE GRADE=89 — — ————— — — — — —— _ MAiN FLOOR EL = 0'-0"+/— ELEV = 87.0' (T.O. SLAB) 5/4X12 WD FASCIA, 15' HEIGHT LiMiT=104.4' — — — — — — —— — — —— — — — — —— — — — — —— — — — — — —— — — — —— Z TYP — ————RiDGEEL=16'-91%4— ———— SiDiNG TYPE 2: ELEV=103.8' VERTICAL METAL (T.O. RIDGE) SiDiNG OR SiM; T.B.S. SiDiNG TYPE is SiDiNG TYPE 3: HORIZONTAL CEDAR LAP SiDiNG; T.B.S. 11 METAL CANOPY PER STRUCTURAL ' tEM TRA TEMP. EXISTING GRADE EAST ELEVATION SCALE:1/4" = 1'-O" 03 ETAL CANOPY PER STRUCTURAL CORRUGATED METAL SiDiNG OR SiM; T.B.S. LOFT FLOOR EL =10'-2 1/8"+/— ELEV = 97.2' T.O. SUBFLOOR — — _ MAiN FLOOR PLATE EL = 9'-2 1/8"+/— _ ELEV = 96.2' (T.O. TOP PLATE / AVERAGE GRADE = 89.4' M EXISTING GRADE MAiN FLOOR EL = 0'-0"+/— ELEV = 87.0' (T.O. SLAB) Lu U Z o W o o � 00 Lu ry U 0 Z p N z o 00 L.L LLI O Z 9716 REGISTERED // ARCHITECT y 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: 11/19/2021 REV 1: 3/14/2022 REV 2: 4/15/2022 PERMIT SET EXTERIOR ELEVATIONS RESUB Apr 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2,0 STANDING SEAM METP I "^^t: 5/4X" TYP SiPI� VERT SOUTH ELEVATION SCALE:1/4" = 1'-O" SiPI HOR COR SiPI - - - - �RiDGE EL =16'-91/4"+/ - - - - ELEV=103.8' )ING TYPE 1: (T.O. RIDGE) KIZONTAL RRUGATED METAL )ING OR SiM; T.B.S. TAL CANOPY PER RUCTURAL LOFT FLOOR EL =10'-2 1/8"+/- ELEV = 97.2' T.O. SUBFLOOR MAiN FLOOR PLATE EL = 9'-21/8"+/- _ ELEV = 96.2' (T.O. TOP PLATE )ING TYPE 3: PAR LAP SiPING; I.S. PE_89.4'---------- MAiN FLOOR EL = 0'-0''+/- ELEV = 87.0' (T.O. SLAB) A . I�r. -AM RIDGE EL=16'-91/4"+/- 33 ELEV=103.8' (T.O. RiDGE) 2• 'AL LOFT FLOOR EL =10'-2 1/8"+/- 1; T.B.S. ELEV = 97.2' T.O. SUBFLOOR - - _ _ MAiN FLOOR PLATE EL = 9'-21/8"+/- _ ELEV = 96.2' (T.O. TOP PLATE I I AVERAGE GRADE = 89.4' - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - - - - - I I I I I I - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MAIN FLOOR EL = 0'-O"+/- ELEV = 87.0' (T.O. SLAB) WEST ELEVATION SCALE:1/4" = 1'-0" Lu U Z o W o 0 � 00 47 Q Lu U 0 Z p z O L.L � O Z 9716 REGISTERED ARCHITECT y 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: 11/19/2021 REV 1: 3/14/2022 REV 2: 4/15/2022 PERMIT SET EXTERIOR ELEVATIONS RESUB Apr 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2,1 9 X Gil --( 1 ZZ A4.0 2 A4.0 N, INSTALL 5/8" TYPE X' GWI3 AT ALL GARAGE WALLS ADJACENT GARAGE TO CONDITIONED SPACE f EX GRAG�E ;APE RECREATION N L BUILDING SECTION SCALE:1/4" = 1'-0" EX GRADE BUILDING SECTION SCALE:1/4" = 1'-0' INSTALL 5/8" TYPE "X' GWB AT ALL CONDITIONED CEILINGS ADJACENT TO GARAGE INSTALL 5/8" TYPE "X' GWB AT ALL GARAGE WALLS ADJACENT TO CONDITIONED SPACE o GARAGE LADDER TO STORAGE LOFT . STORAGE ■ M"* 111119MTM EX GRADE w U Z o W o 0 C) 00 d� w U 0 Z O 04 0 z ° LLI Z 9776 REGISTERED ARCHITECT X/elw tOIF ICHELLE HELGESON 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: 11 /19/2021 REV 1: 3/14/2022 REV 2: 4/15/2022 PERMIT SET BUILDING SECTIONS RESUB Apr 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3,0 C BUILDING SECTION SCALE:1/4" = 1'-0" A4.1 BUILDING SECTION SCALE:1/4" = 1'-0" 2 A4.1 IV E BUILDING SECTION SCALE:1/4" = 1'-0" BUILDING SECTION LJ ) SCALE:1/4" = 1'-0" w U Z o W o rn W ry U 0 Z O 04 00 z LLI z 9776 REGISTERED ARCHITECT GST DIMICHELLE HELGESON ATE OF WASHINGTON Fri r1 o il 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: 11 /19/2021 REV 1: 3/14/2022 REV 2: 4/15/2022 PERMIT SET BUILDING SECTIONS RESUB Apr 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3,1 TYP ROOF ASSEMBLY ---------------- ---- METAL EDGE FLASHING j I 5/4X8 WD FASCIA; PAINTED, TYP I I I I I I I I I I I I 1/2" T&G SOFFIT TYP EXTERIOR WALL ASSEMBLY TYPiCAL RAKE ASSEMBLY 1 "=1'-0" TYP NEW ROOF ASSEMBLY @ GARAGE \ -STANDING SEAM METAL ROOF -iCE AND WATER SHIELD OR PER ROOFING MFR (T.B.S) -CDX PLYWOOD PER STRUCTURAL -FRAMING PER STRUCTURAL -5/8" TYPE "X" GWB -PVA PRIMER TYP RAKE ASSEMBLY PER DETAIL METAL DRiP EDGE, TYP 5/4X8 WD FASCIA; PAINTED, TYP TYP NEW EXTERIOR WALL ASSEMBLY @ GARAGE -SiDiNG PER ELEVATIONS -HENRY BLUESKiN VP100 BUILDING WRAP OR BETTER -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -5/8" GWB -PVA PRIMER SLOPE GRADE AWAY FROM BUILDING, TYP I I I I I I I I I EX GRAD TYP BELOW GRADE WALL ASSEMBLY @ GARAGE -WATERPROOF MEMBRANE: TREMPROOF 250GC, XYPEX, OR APPROVED EQUAL -EXPOSED FOUNDATION PER STRUCTURAL TYP GARAGE FLOOR ASSEMBLY -CONCRETE SLAB ON GRADE PER STRUCTURAL -10 MiL POLYETHYLENE VAPOR DIFFUSION RETARDER -6" GRAVEL (NO MORE THAN 5% FINES) -UNEXCAVATED SUBGRADE TREMPROOF 250GC, XYPEX OR APPROVED EQUAL WATERPROOFING Cad ALL NEW & EXPOSED EX BELOW GRADE FOUNDATIONS, TYP 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK, INSTALL PER CiTY OF EDMONDS SPECIFICATIONS, TiE INTO EXISTING FOUNDATION DRAIN AND STORM SEWER SURROUND 4" PERFORATED PVC PiPE DRAIN BY 6" MiN 1" MINUS WASHED ROCK ENCIRCLED WiTH NON -WOVEN GEOTEXTiLE FILTER FABRIC (MiRAFi 141)N, SUPAC 4NP OR SiM); AT HIGHEST POINT PERFORATED PiPE INVERT SHOULD BE AT LEAST 6" BELOW BTM OF SLAB FLOOR OR LEVEL OF CRAWLSPACE. DISCHARGE PiPE FOR SUBSURFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. CONCRETE FOUNDATION AND FOOTING PER STRUCTURAL WALL SECTION SCALE: 1/2" = 1'-O" ME I I I I I i TYP NEW ROOF ASSEMBLY @ CONDITIONED SPACE -STANDING SEAM METAL ROOF -iCE AND WATER SHIELD OR PER ROOFING MFR (T.B.S) -CDX PLYWOOD PER STRUCTURAL -FRAMING PER STRUCTURAL -BAFFLE FOR MiN 1" AIR SPACE -MiN R-38 GATT INSULATION -5/8" GWB -PVA PRIMER TYP RAKE ASSEMBLY PER DETAIL METAL DRiP EDGE, TYP 5/4X8 WD FASCIA; PAINTED, TYP TYP NEW EXTERIOR WALLASSEMBLY@ CONDITIONED -SiDiNG PER ELEVATIONS -HENRY BLUESKiN VP100 BUILDING WRAP OR BETTER -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -R-21 GATT INSULATION -5/8" GWB -PVA PRIMER TYP BELOW GRADE WALL ASSEMBLY(& CONDITIONED EX GR-DRAINBOARD -WATERPROOF MEMBRANE: TREMPROOF 250GC, XYPEX, OR APPROVED EQUAL -CONCRETE FOUNDATION PER STRUCTURAL -MiN 1" AiR BARRIER -2X4 STUD WiTH MiN R-21 RiGiD INSULATION W/ FT SiLL PLATE -1/2" GWB -PVA PRIMER TYP MAIN FLOOR S.O.G. ASSEMBLY mommus- :1 5051 5-0 • 'wr...r orrrrer.er I i WALL SECTION SCALE: 1/2" = 1'-O" -FiNiSH FLOOR PER PLAN -CONCRETE SLAB ON GRADE PER STRUCTURAL -10 MiL POLYETHYLENE VAPOR DIFFUSION RETARDER -R-10 CONTINUOUS FIGiD INSULATION W/ THERMAL BREAK -6" GRAVEL (NO MORE THAN 5% FINES) -UNEXCAVATED SUBGRADE TREMPROOF 250GC, XYPEX OR APPROVED EQUAL WATERPROOFING @ ALL NEW & EXPOSED EX BELOW GRADE FOUNDATIONS, TYP 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK, INSTALL PER CiTY OF EDMONDS SPECIFICATIONS, TiE INTO EXISTING FOUNDATION DRAIN AND STORM SEWER 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" BELOW BTM OF SLAB FLOOR OR LEVEL OF CRAWLSPACE. DISCHARGE PiPE FOR SUBSURFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. CONCRETE FOUNDATION AND FOOTING PER STRUCTURAL Lu U Z o W o 0 ry 00 4') Lu fj� ry U 0 Z O cal z 00 N� L.L LLI O Z 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 11/19/2021 REV 1: 3/14/2022 REV 2: 4/15/2022 PERMIT SET WALL SECTIONS RESUB Apr 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TYP ROOF ASSEMBLY (2) 2" DIAMETER HOLES PER BAY W/ NON -CORROSIVE INSECT SCREEN METAL EDGE FLASHING I K-STYLE METAL GUTTER, TYP I I I 5/4X8 WD FASCIA; PAINTED, TYP I 1/2" T&G SOFFIT 2" CONTINUOUS FLUSH SOFFIT VENT W/ NOWCORROSIVE WiRE SCREEN TYP EXTERIOR WALL ASSEMBLY --------------� ---�\ \I -----------1 I I ' I I / TYPICAL EAVE ASSEMBLY 1 "=1'-0" \ TYP NEW ROOF ASSEMBLY PER 2/A4.0 TYP EAVE ASSEMBLY PER DETAIL METAL DRiP EDGE, TYP K-STYLE METAL GUTTER, TYP 5/4X8 WD FASCIA; PAINTED, TYP — 2" CONTINUOUS FLUSH SOFFIT VENT W/ NON -CORROSIVE WiRE SCREEN — (2) 2" DIAMETER HOLES PER BAY W/ NON -CORROSIVE INSECT SCREEN — TYP NEW EXTERIOR WALL A55EM13LY @ CONDITIONED PER 2/A4.0 TYP BELOW GRADE WALL ASSEMBLY @ CONDITIONED PER 2/A4.0 DRAiNBOARD OVER TREMPROOF 250GC, XYPEX OR APPROVED EQUAL WATERPROOFING 9 ALL NEW BELOW GRADE FOUNDATIONS, TYP TYP MAiN FLOOR S.O.G. ASSEMBLY PER 2/A4.0 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK, INSTALL PER CiTY OF EDMONDS SPECIFICATIONS, TiE INTO EXISTING FOUNDATION DRAIN AND STORM SEWER 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" 5ELOW BTM OF SLAB FLOOR OR LEVEL OF CRAWLSPACE. DISCHARGE PiPE FOR SUBSURFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. CONCRETE FOUNDATION AND FOOTING PER STRUCTURAL WALL SECTION SCALE:1/2" = 1'-O" 1 I I I I I I 1 - z ° EX GRADE TYP NEW ROOF ASSEMBLY PER 1/A4.0 TYP RAKE ASSEMBLY PER DETAIL METAL DRi12 EDGE, TYP 3/4 1� 5/4X8 WD FASCIA; PAINTED, TYP TYP LOFT FLOOR ASSEMBLY PLYWOOD SHEATHING PER STRUCTURAL FRAMING PER STRUCTURAL MiN R-38 GATT INSULATION 5/8" TYPE "X" GWB TYP NEW EXTERIOR WALL ASSEMBLY @ GARAGE PER 1/A4.0 TYP NEW EXTERIOR WALL ASSEMBLY @ CONDITIONED PER 2/A4.0 TYP MAiN FLOOR S.O.G. ASSEMBLY PER 2/A4.0 WALKWAY SLOPE �y oa°o / 0 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK, INSTALL PER CiTY OF EDMONDS SPECIFICATIONS, TiE INTO EXISTING FOUNDATION DRAIN AND STORM SEWER 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" BELOW BTM OF SLAB FLOOR OR LEVEL OF CRAWLSPACE. DISCHARGE PiPE FOR SUBSURFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. CONCRETE FOUNDATION AND FOOTING PER STRUCTURAL WALL SECTION SCALE:1/2" = 1'-O" WALL SECTION SCALE:1/2" = 1'-0' ROOF ASSEMBLY PER 1/A4.0 E ASSEMBLY PER DETAIL 21P EDGE, TYP ) FASCIA; PAINTED, TYP - FLOOR ASSEMBLY PER 2/A4.1 EXTERIOR WALL ASSEMBLY @ GARAGE PER 1/A4.0 =D GLASS PANEL, TYP =AMS & CONNECTIONS @ METAL CANOPY PER STRUCTURAL EXTERIOR WALL ASSEMBLY 9 CONDITIONED PER 2/A4.0 J FLOOR S.O.G. ASSEMBLY PER 2/A4.0 DOR PAN FLASHING, INSTALL PER DOOR MFR TYP )RATED FOOTING DRAIN iN DRAIN ROCK, INSTALL PER CiTY OF 5 SPECIFICATIONS, TiE INTO EX15TiNG FOUNDATION DRAIN )RM SEWER ND 4" PERFORATED PVC PiPE DRAIN BY 6" MiN 1" MINUS ROCK ENCIRCLED WiTH NON -WOVEN GEOTEXTiLE FILTER FABRIC 14DN, SUPAC 4NP OR SiM); AT HIGHEST POINT PERFORATED ERT SHOULD BE AT LEAST 6" BELOW BTM OF SLAB FLOOR OR = CRAWLSPACE. DISCHARGE PiPE FOR SUBSURFACE DRAINS BE SLOPED FOR FLOW TO OUTLET POINT. wlvul\E� fE FOUNDATION AND FOOTING PER STRUCTURAL w U Z o W o 0 � 00 4') U) >_ Q Lu fj� U 0 Z O z L.L � O Z 9716 REGISTERED ARCHITECT y 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.h2darc h i tects.c om DATE: 11/19/2021 REV 1: 3/14/2022 REV 2: 4/15/2022 PERMIT SET WALL SECTIONS RESUB Apr 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4,1 iNTERiOR EXTERIOR iNTERiOR EXTERIOR FOLD UP HENRY 13LUESKiN R-10 FOAM Cad HEADER TYP TYP EXTERIOR HEA FOAM TYP EXTERIOR WEATHER RESISTIVE BARRIER WALL ASSEMBLY F HEADER TYP WALL ASSEMBLY AND TEMPORARILY SECURE WEATHER RESISTIVE HEADER PER STRUCTURAL OR EXIST SELF-ADHESIVE WATERPROOF 1/2" GWB SELF-ADHESIVE WATERPROOF BARRIER MEMBRANE INSTALL PER 7/A4.2 WD TRIM MEMBRANE INSTALL PER DETAIL PER TYP 8/A4.2 EXTERIOR SHEATHING 1/2" GWB DETAIL 00( MTL FLASHING OVER WD TRiM 15/A4.2 MTL FLASHING OVER TRiM EXTERIOR SHEATHING CORNER BEAD HEADER PER TAPE WEATHER RESISTIVE 4 SILL PLATE FOLD TI BLUESKiN WEATHER - RESISTIVE BARRIER & J-STOP OR L-BEA STRUCTURAL METAL TRIM PER TYP BARRIER TEMPORARILY SECURE WiTH JOINT METAL TRiM PER TYP DETAIL DETAIL 14/A4.2 HENRY 13LUE5KiN WP25 COMPOUND 9/A4.2 DOOR JAMB PRE -HUNG DOOR PER SCHEDULE WINDOW PER WINDOW WEATHER - SCHEDULE STRiPPiNG TYP TYP WINDOW HEAD TYP EXTERIOR DOOR HEAD TYP EXTERIOR WALL ASSEMBLY 3 O 3 WEATHER -RESISTIVE HENRY BLUESKiN BARRIER WP25 4" OR 6"; NO CUTS NECESSARY 9 CORNER SiLL PLATE DO NOT FLASH OVER BOTTOM tQ� METAL TRiM PER TYP DETAIL TYP EXTERIOR WALL ASSEMBLY NAILING FLANGE HENRY BLUESKiN WP25 9/A4.2 @ CORNER SELF-ADHESIVE WATERPROOF MEMBRANE INSTALL PER DETAIL 8/A4.2 WINDOW FLASHING @ O MTL TRiM PER TYP DETAIL 14/A4.2 1. CUT THE 13LUESKiN FLUSH WiTH THE ROUGH 15. REPEAT 5TE12511-14 TO SEAL ALL EDGES OF THE OPENING RO: SiLL, JAMBS, AND HEAD HENRY BLUESKiN SELF-ADHESIVE WATERPROOF WEATHERSTRIPPING TYP 2. CUT THE 13LUESKiN AT 45 DEGREE ANGLE TO A 16. INSTALL THE WINDOW ACCORDING TO THE Q2 HENRY MEMBRANE INSTALL PER 7/4.2 POINT 9 UP AND 9" OUT FROM THE UPPER CORNERS MANUFACTURER'S SPECIFICATIONS. UNLESS OF THE ROUGH OPENING SPECIFIED, SEALANT 15 NOT REQUIRED BEHIND THE BLUESKiN WP25 ;J-STOP OR L-BEAD WiTH PRE -HUNG DOOR 3. FOLD UP BLUESKiN FLAP AT HEAD AND NAiL FLANGE @ JOINT COMPOUND PER SCHEDULE TEMPORARILY SECURE WiTH TAPE CORNER BEAD DOOR JAMB 17. USE BLUESKiN WP25 4" OR WIDER TO COUNTER- SEAL TOP OF JOISTS 1/2" GWB WD TRiM PER TYP DETAIL 15/A4.2 4. CUT BLUESKiN WP25 (4") TO FiT THE DEPTH OF FLASH THE FLANGE iN WEATHER -LAP FASiON UNDER DECKING THE SiLL ADDING 3" OVERHANG TO THE EXTERIOR 18. BOTTOM FLANGE REMAINS UNTAPED JAMB 1/2" GWB 5. FOLD BLUESKiN WP25 ALONG THE SPLIT BACKING FLASHING EXTENDS 2" PAST LOWER EDGE OF FLANGE TYP WINDOW JAMB 2 TYP EXTERIOR DOOR JAMB PAPER 19. HEAD FLASHING EXTENDS 1" PAST THE OUTER 6. SLIDE INTO CORNER EDGES OF THE JAMB FLASHING 1" =1'-0" 5 7. PEEL OFF ONE BACKING STRIP AFTER ANOTHER 1" =1'-0" AND PRESS ON FIRMLY 20. DRAPE THE BLUESKiN FLAP OVER THE HEAD SiLL PER TYP DETAIL EXTERIOR DOOR W/ 8. STARTING AT THE CORNER, SPREAD THE LOOSE FLASHING DOOR PAN INTEGRAL THRESHOLD END OF THE 13LUESKiN WP25 GRADUALLY ONTO THE 21. SEAL THE 45 DEGREE CUTS WiTH BLUESKiN BACKER ROD x WALL FACE (2) BEADS OF BUTYL CAULK 9. USE BOTH THUMBS FOR A UNIFORM APPLICATION FiNiSH FLOOR o ALONG SILL, 1" INSIDE FRONT AND AND PRESS ON FIRMLY N REAR EDGES, EXTEND CAULK 3" 10. REPEAT STEPS 8 AND 9 TO SEAL ALL CORNERS 2x_ WD SiLL W/ SLOPE TYP FLOOR - TiE-iN WiTH WEATHER RESISTIVE BARRIER INSTRUCTIONS ASSEMBLY w UP SIDES OF ROUGH OPENING 1. INTEGRATE INSTALLATION OF HENRY BLUESKiN WEATHER -RESISTIVE & DRiP SELF ADHESIVE FLEXIBLE FLASHING, 11. CUT BLUESKiN WP25 6" OR WIDER TO LENGTH BARRIER WiTH HENRY 13LUESKiN WP25 TO FORM WATER SHEDDING LAPS SELF-ADHESIVE WATERPROOF EXTEND BELOW SLAB, MINIMIZE 12. FOE TO INSIDE W THE L 2. SCORE AND FOLD WEATHER -RESISTIVE BARRIER ABOVE HEADER TO MEMBRANE, INSTALL PER 7/A4.2 SLR ENETRATiONS FOR REBAR D FOLD BLUPSKiN WP25 ALONG THE SPLIT ALLOW FOR HENTRY BLUESKiN WP25 INSTALLATION NOTES: BACKING PAPER 3. INSTALL HENRY BLUESKiN WP25 HEAD FLASHING UNDER WEATHER- 1. ViSiT RESiDENTiAL.HENRY.COM FOR THE MOST CURRENT TYP EXTERIOR a a 13. RELEASE FIRST BACKING PAPER AND SEAL TO RESISTIVE BARRIER DETAILS, INSTALLATION VIDEOS AND PRODUCT DATA SHEETS WALL ASSEMBLY a CAULK RO 4. FOLD WEATHER -RESISTIVE BARRIER BACK OVER HEAD FLASHING AND 2. INSTALL HENRY BLUESKiN WP25 IN ORDER AS SHOWN BY INTERIOR EXTERIOR SUB SiLL OR SHiM 2X CEDAR TRiM 14. PEEL OFF SECOND BACKING PAPER AND SEAL SEAL WiTH HENRY BLUESKiN TAPE NUMBERS TO BE PRESSURE a CONCRETE SLAB ONTO THE WALL FACE/FACADE AND PRESS ON TYP WINDOW SILL TREATED FIRMLY 3 1 TYP DOOR THRESHOLD HENRY BLUESKIN WP25 FLASHING DTL Q HENRY BLUESKIN WP25 FLASHING DTL @ EXTERIOR 6 1" =1'-p' TYPICAL WINDOW NOTE. 7 N.T.S. V N.T.S. 1. INSTALL BACKER ROD AND/OR FOAM INSULATION Cad ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP R-10 FOAM Cad HEADER 1" METAL TRIM TO MATCH EX 1x5 HEAD TRIM TYP TYP EXTERIOR WALL HOUSE (VERIFY) 1" METAL TRiM TO MATCH ASSEMBLY WINDOW PER WINDOW EX HOUSE (VERIFY) 1/2" REVEAL HEADER PER SELF-ADHESIVE SCHEDULE 1/2" GWB, TYP STRUCTURAL WATERPROOF MEMBRANE INSTALL WINDOW PER WINDOW GWB WRAP AT HEAD TiLE OVER PER 7/A4.2 SCHEDULE AND 5iDE5 1/2"x4 WD TRIM WD TRIM PER TYP WATERPROOFED MTL FLASHING OVER 2x_ WOOD SiLL, WiTH Cad SIDES DETAIL 15/A4.2 DOOR PER SCHEDULE BACKER BRD. WD TRiM SLOPE AND D \IF, SET1,E WRAP TiLE Ca) WD TRiM PER TYP PROUD OF FACE OF SiPE JAMB, J TYP DOORLINE OF A 3, DOOR DOOR FRAME WD TRIM PER DOOR JAMB WINDOW HEAD DETAIL 12/A4.2 TRiM TYP 1/2" REVEAL AMB, TYP DETAIL 5 A4.2YP WINDOW PER WINDOW SEALANT DOOR PER DOOR DOOR PER DOOR DOOR PER SCHEDULE 1/2" GWB ---------- SCHEDULE SCHEDULE 1'' METAL TRiM TO MATCH EX HOUSE 5/4x_ WOOD SiLL, SCHEDULE STAINED TYP WN DW HEAD SHOWER % TYP EXT. �rnRIM TYP I NT. WN DW TRIM TYP EXT. DOOR TRI M TYP I NT. DOOR TRI M TYP INT DOOR HEAD TYP INT DOOR JAMB9 1" =1'-E TRiM 1 1" =1'-0" *MATCH EX HOUSE TRiM 1 1" =1'-0" *MATCH EX HOUSE TRiM 1 1" =1'-0" *MATCH EX HOUSE TRiM 16 111=11-01117 TYP EXTERIOR WALL ASSEMBLY WD TRiM PER TYP CL TYP ASSEMBLY: TEMPERED CLEAR DETAIL 12/A4.2 DOOR, WHERE OCCURS -TILE TiLE TEMPERED GLASS -THIN SET SHOWER PANEL GLASS SHOWER FiNiSH WOOD FLOORING -CEMENT BACK BOARD PANEL SHWR -WATERPROOF MEMBRANE BUILT-UP CURB LOW PROFILE ALUMINUM OR BED OF SEALAN LOW PROFILE ALUMINUM SELF-ADHESIVE SCHLUTER SCHiENE -FRAMED WALL FLOOR TiLE OVER 31�2 S.S. U-CHANNEL TiLE OR S.S. U-CHANNEL WATERPROOF MEMBRANE TYP WALL ASSEMBLY TRANSITION STRIP, SUBSTRATE AND BED OF SEALANT GWB INSTALL PER 7/A4.2 1/2"x8 WOOD BASE, ALUMINUM RECESSED SHELF N SHOWER PAINTED TiLE FLOORING SLOPE SiLL TO DRAT SUBFLOOR m WATERPROOFING SEALANT SiLL MATERIAL PER SUBFLOOR TYP FLOOR TiLE OVER MUD SET OVER CEMENT WRAP TILE Cad WINDOW JAMB FiNiSH SCHEDULE �% ASSEMBLY PAN, SLOPE TO DRAIN, BACKER BOARD TILE FiNiSH FLOORING TiLE OVER WATERPROOFED BLOCKING FRAMED WALL BACKER BOARD A 7771FRAMED WALL *FULLY WATERPROOF SHOWER FLOOR AND CURB TYP � *FULLY WATERPROOF SHOWER WALLS TYP *7P WNDW JAMB @ SHOWER Q TYP WD BASE DTL TYP WD TO TILE TRANSITION % TYP RECESSED SHELF DTL TYP U-CHANNEL DTL CURB TYP UHAN�N EL WALL 0"=1'-0�-C21 1=1'-p1=1'-p" PLAN ViEW TiLE OVER WATERPROOFED BACKER BOARD WRAP TiLE 0 SiLL, SLOPE TO DRAIN SEALANT SLOP 2x WD SiLL W/ SLOPE & DRiP SELF-ADHESIVE WATERPROOF MEMBRANE INSTALL PER 7/A4.1 TYP EXTERIOR WALL ASSEMBLY TYP WN DW SILL @ �SHOWER INSTALLED Z WINDOW Z w w m m w w Lu U Z W o co U Q Lu U 0 Z p z O 00 N� L.L LLI O Z 9716 REGISTERED ARCHITECT 114• � 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: 11/19/2021 REV 1: 3/14/2022 REV 2: 4/15/2022 PERMIT SET TYP. DETAILS RESUB Apr 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4,2 STRUCTURAL NOTES C3� (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE 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 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 (ASSUMED) D SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.291 ONE SECOND SPECTRAL RESPONSE ACCEL (SI) 0.455 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 0.861 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.560 RISK CATEGORY II SEISMIC IMPORTANCE FACTOR 00 1.0 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE -RESISTING -SYSTEM PLYWOOD SHEAR WALLS RESPONSE MODIFICATION FACTOR, (R) 6.5 REDUNDANCY FACTOR (p) 1.0 SEISMIC RESPONSE COEFFICIENT (CS) 0.132 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-16 SECTION 12.7.2. BASE SHEAR (V), V = CSW = RD I W WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 97 MPH EXPOSURE C KZT 1.0 SEE PLANS FOR ADDITIONAL DESIGN LOADS. STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK IN ACCORDANCE WITH CHAPTER 1704.4 OF THE IBC. STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED. FREQUENCY AND DISTRIBUTION OF REPORTS - INSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY SPECIAL INSPECTOR. STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION. REPORTS SHALL BE DISTRIBUTED TO THE CONTRACTOR, ARCHITECT, ENGINEER AND BUILDING OFFICIAL. SPECIAL INSPECTION OPERATION CONT PERIODIC REMARKS SOILS FOUNDATION BEARING CAPACITY VERIFICATION X STRUCTURAL STEEL FABRICATION & ERECTION X SHOP & FIELD WELDING SINGLE PASS FILLET WELDS <_ 5/16" X OTHER WELDING X NOTE: ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL RESULTS. ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. FOUNDATIONS: SPREAD FOOTINGS SOILS REPORT: REPORT NOT AVAILABLE AT TIME OF DESIGN ALLOWABLE SOIL PRESSURE: 2000 PSF (ASSUMED; TO BE FIELD VERIFIED DURING CONSTRUCTION) LATERAL EARTH PRESSURE: UNRESTRAINED: 35 PCF + ANY APPLICABLE SURCHARGE RESTRAINED: 50 PCF + ANY APPLICABLE SURCHARGE PASSIVE: 300 PCF COEFFICIENT OF FRICTION: 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 D1557-00. BACKFILL BEHIND ALL RETAINING WALLS WITH WELL -DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER ARCHITECTURAL SPECIFICATIONS. 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. CONCRETE 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 3000 PSI 0.55 5 1/2 SACK N/A FOOTINGS 3000 PSI 0.55 5 1/2 SACK N/A WALLS 3000 PSI 0.45 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. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS NOT ROLLS. LAP WELDED WIRE FABRIC 12" AT SIDES AND ENDS. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH SP-66 AND ACI 318R, 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 7 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS. MINIMUM LAPS AND EMBEDMENT UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED BELOW: f'c = 3000 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 22 17 9 28 22 12 #4 29 22 11 37 29 15 #5 36 28 14 47 36 19 #6 43 33 17 56 43 23 #7 63 48 20 81 63 27 #8 72 55 22 93 72 1 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: #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" CONCRETE GENERAL NOTES 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 HORIZONTAL BAR AT A MAXIMUM OF 3" FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET EACH. AREAS TO BE AS SQUARE AS PRACTICAL AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. SEE ARCHITECTURAL 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. STRUCTURAL STEEL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. PLATES SHALL CONFORM TO ASTM A36, Fy = 36 KSI. BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325-N. BOLTS SHALL BE 3/4"0 MINIMUM, UNO ANCHOR BOLTS SHALL CONFORM TO ASTM A307. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. UNLESS SPECIFIED AS STAINLESS STEEL, ALL STEEL MEMBERS, SHAPES, BOLTS, AND ACCESSORIES EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED. WELDING WELDING SHALL CONFORM TO AWS "STRUCTURAL WELDING CODE", LATEST EDITION. ALL WELDING SHALL BE DONE WITH 70 KSI LOW HYDROGEN ELECTRODES. WHERE NOT CALLED OUT, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.8 IN AWS D1.1, LATEST EDITION. ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) CERTIFIED WELDERS. 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 I DOUG-FIR 1 #1 1 1200 1 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 2304.9.1 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 11.1.3. 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. GALVANIZATION 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 2303.1.4. WOOD I -JOISTS WOOD I -JOISTS, MANUFACTURED BY THE TRUS JOIST CORPORATION SHALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED ON THE PLANS. ALL DESIGN SHALL BE IN ACCORDANCE WITH THE ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED BY THE BUILDING CODE. PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND PERMANENT BRACING IS INSTALLED. MANUFACTURER SHALL PROVIDE ALL SPECIALTY ITEMS REQUIRED FOR A COMPLETE INSTALLATION OF JOISTS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ALL TRUSS JOISTS ARE TO BE CONNECTED TO FLUSH BEAMS WITH SIMPSON TYPE ITS, IUS, OR BA HANGERS. PROVIDE WEB STIFFENERS AS REQUIRED. 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 (d < 9 1/2") LSL 1.3E 1,700 425 1,835 RIMS & BEAMS (d >_ 9 1/2") LSL 1.55E 2,325 310 - POSTS (d < 9 1/2") PSL 1.8E 2,400 190 2,500 BEAMS (d >_ 9 1/2") PSL 2.2E 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 WITH 5/8 INCH DIAMETER ANCHOR BOLTS WITH 7 INCH MINIMUM EMBEDMENT. PLACE AT 5'-0" OC MAXIMUM FOR SHEAR WALLS, AND AT G-0" OC FOR BEARING WALLS AND OTHER PARTITIONS. USE MINIMUM OF TWO ANCHOR BOLTS PER SILL AND PLACE ONE WITHIN 12 INCHES OF EITHER END 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. 3. ROOF AND FLOOR FRAMING PROVIDE 1 1/2" BLOCKING FOR JOISTS AND RAFTERS AT ALL SUPPORTS AND AT 8'-0" OC MAXIMUM UNO. INTERMEDIATE 8'-0" OC BLOCKING NOT REQ'D IF GWB CEILING IS INSTALLED DIRECTLY TO UNDERSIDE OF FRAMING. 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. 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 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 NATIVE SOIL SYMBOL DIRECTION OF FRAMING l I m I m I m I m I r =1 I 1=1- - - EXTENT OF FRAMING � 4 GRANULAR FILL COLUMNS STRUCTURAL STEEL COLUMN BEARING ON BEAM P RATED SHEATHING BEAM CONTINUOUS OVER SUPPORT � SHEAR WALL (SEE SCHEDULE) SWX CONCRETE WALL COLUMN MARK (SEE SCHEDULE) ell BEARING STUD WALL FOOTING MARK (SEE SCHEDULE) O NON -BEARING STUD WALL HOLDOWN MARK (SEE SCHEDULE) BEARING STUD WALL HANGER MARK (SEE SCHEDULE) (DSHEAR NON -BEARING STUD SHEAR WALL CMU WALL FLAG NOTE (SEE PLAN NOTES) o op,V STEEL MOMENT FRAME CONN. ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 II/W21 Y Q' Q DESIGN: EH DRAWN: LVW CHECK: DTR JOB NO: 21339.10 DATE: 1 1 /05/21 O N O 00 LIj 0) 0 Q Z Q 0 O U ZO N O 0 Z 00 W SHEET: RESUB Apr 152022 F E DS LEW_VEL ENT S VICES D ARTME ■ w z J a N 9 55.1 FOUNDATION PLAN ROOF FRAMING PLAN STORAGE LOFT FRAMING PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" FOUNDATION PLAN NOTES: TO" 0 T-0" 4'-0" TYPICAL ROOF FRAMING PLAN NOTES: T-0" 0 T-0" 4'-0" 2'-0" 0 2'-0" 4'-0" 1. EXTERIOR FOOTINGS SHALL BEAR A MIN OF V-6" BELOW ADJACENT GRADE. 2. FOOTINGS AND SLAB ON GRADE SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL. 3. FOUNDATION LEVEL HOLDOWNS ARE SHOWN ON THE ROOF FRAMING PLAN. REFER TO THE HOLDOWN SCHEDULE ON SHEET S3.1 FOR HOLDOWN TYPES AND FRAMING PLANS FOR HOLDOWN ANCHOR BOLT LOCATIONS. 4. REFER TO ROOF FRAMING PLAN AND SHEAR WALL SCHEDULE ON SHEET S3.1 FOR LOCATION AND TYPE OF SHEAR WALL ANCHOR BOLTS. ANCHORAGE AT NON -SHEAR WALLS SHALL BE PER STRUCTURAL NOTES. 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, AND CONCRETE ROUGH OPENINGS WITH ARCHITECTURAL DRAWINGS AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. 6. REFER TO DETAIL 2/S4.1 FOR PIPE PENETRATIONS THROUGH CONCRETE WALL OR FOOTINGS. 7. WHERE SLAB ON GRADE IS INDICATED, SLAB SHALL BE 4" THICK W/ 6x6-W1.4 x W1.4 WELDED WIRE FABRIC REINF. SLAB SHALL BE POURED OVER A 8 MIL VAPOR BARRIER OVER 4" OF 5/8" CRUSHED ROCK. 8. REFER TO "CONCRETE GENERAL NOTES" ON SHEET S1.1 FOR CONTROL JOINT PLACEMENT AND DETAIL 5/S4.1 FOR CONTROL JOINT CONSTRUCTION. I�ryv/e\11si00relyiyl0go] 11:Zi161aI: TAAI1►[el»-00E-A:]avi1/_\116� 3:1tilyi1I:ZiZ67aI:7e\1AIILIr a 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, BLOCKING, AND RIMS. 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 48 HF#2 WHERE MAXIMUM SPAN = 6-0" AND SUPPORTED BY A MINIMUM OF (1) CRIPPLE STUD AND (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 DETAIL 3/S5.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. 6. ATTACH ALL ROOF RAFTERS TO WALLS BELOW WITH SIMPSON H8 HURRICANE TIES. 7. 6x6 DF#2 POST SHALL SPAN BETWEEN HEADER AND TOP PLATE WITH PCZ CAP TOP AND BOTTOM. 8. FULL -HEIGHT 6x6 DF#2 POST WITH (2) A35 CLIPS, TOP & BOTTOM. TYPICAL STORAGE LOFT FRAMING PLAN NOTES: 1. 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 10" OC AT INTERMEDIATE FRAMING. FOR SHEATHING LAYOUT AND NAILING REFER TO DETAIL 2/S5.1 2. REFER TO ROOF FRAMING PLAN NOTES. 4= - 4m�lhl ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 II/ 05/21 Ld r-4 �Ln Q O Y IY Q DESIGN: EH DRAWN: LVW CHECK: DTR JOB NO: 21339.10 DATE: 1 1 /05/21 w. �W • O N O 00 Q Z Q p O U Z O N O p Z 00 Ld SHEET: RESUB Apr 15 2022 Y DM s E LOP T SER ES RTMENT ■ 1 4= *_ ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 M. Ig ?, OF WAs q �� v SSIONALCs /05/21 J H Z O W N ~ Q' U � (n W Lu C) a- W Qo o� Y (Y Q DESIGN: EH DRAWN: LVW CHECK: DTR JOB NO: 21339.10 DATE: 1 1 /05/21 O N O 00 W 0) Q Q Q N < J Z Q 0 0 O U Z W O = N o o U Ca Z 00 W ili U- SHEET: RESUB 2022 M 8LNID� ESER ES s TMENT ■ SHEAR WALL SCHEDULE APA-RATED MIN FRAMING AT SHEAR WALL RIM JOIST OR SILL PLATE NAILING TO SILL PLATE ANCHOR FOUNDATION SHEAR TYPE SHEATHING ADJOINING PANEL NAILING BLOCK CONN TO RIM/BLKG BOLT TO SLAB OR SILL PLATE SIZE CAPACITY EDGES (SEE NOTE 5) AT PANEL EDGES TOP PLATE FOUNDATION (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 70h 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. FOOTING SCHEDULE MARK FOOTING SIZE REINFORCING COMMENTS F1C 1'-4" x 0'-10" DEEP x CONTINUOUS (3) #4 CONTINUOUS SEE NOTE 2 F3 3'-0" x 3'-0" x 1'-0" DEEP (4) #4 EACH WAY BOTTOM - RW REFER TO DETAIL 10/54.1 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. COLUMN SCHEDULE MARK COLUMN SIZE COLUMN SIZE REMARKS 2x4 WALL 2x6 WALL Cl (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 - 5 1/4 x 7 1/4 C6 _ 1.8E PARALLAM PSL 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. HOEDOWN SCHEDULE MARK TYPE MIN CHORD STUD NAILS OR BOLTS ANCHOR BOLT CAPACITY (LB) SIZE 1 HDU4 (2) 2x (10) SDS 1/4" x 2 1/2" SCREWS 5/8"� 3,285 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. BEAM SCHEDULE MARK BEAM REMARKS HANGER AS REQ'D BM1 5 1/4" x 11 7/8" 2.0E PARALLAM PSL - - BM2 6x10 HF#2 - - NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR HANGER INSTALLATION INFORMATION. 2. REFER TO FRAMING PLANS AND NOTES FOR SUPPORTS AT BEAM ENDS. 3. ALL BEAMS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 4. REFER TO PLAN NOTES FOR BEAMS &HEADERS AT BEARING LOCATIONS THAT ARE NOT CALLED OUT. CORNER BARS x All A MAY BE SUBSTITUTED FOR ALL Q I 90° HOOKED BARS ------ o �I STD 90° HOOK / - TYP UNO J a UNO, VERT CORNER BARS SHALL BE SAME SIZE TABULATED FOR MIN WALL REINF FOR THICKER WALL "A" = SPLICE LENGTH ® I 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 a a n �- PLACE VERT REINF OUTSIDE EXCEPT AS OTHERWISE NOTED OR SHOWN A TYPICAL CONCRETE WALL REINFORCING DETAIL SCALE: NTS NOTE: FOR NOTES & DETAILS NOT SPECIFICALLY CALLED OUT REFER TO DETAIL 6. SHEATHING PER PLAN & SCHED SLAB ON GRADE & SUBGRADE PER PLAN x x x— 000 0°0 000 �p0 00° 0°0 00° 00 00 00 00 IN ALL AREAS WITH EXPOSED CONIC FLOORS, EDGE SLAB WITH 1/8" MAX RADIUS AND FILL JOINT WITH SEALANT PROVIDE 5/8"0 x 2'-0" SMOOTH SLIP DOWEL BARS AT 12" OC, TYP UNO GREASE THIS I HALF OF BAR J TYPICAL CONSTRUCTION JOINT SAWCUT JOINT - IN ALL AREAS WITH EXPOSED CONC. FLOORS, FILL JOINT WITH SEALANT. IN LIEU OF SAWCUT JOINTS CONTRACTOR MAY USE ZIP STRIP PLACED WITH SLAB STUD WALL PER PLAN AB SIZE & SPACING PER PLAN & SW SCHED oil f I 0 — X X X ( op, 00 cpo 00 cpo 00 (Dpo 00 00 00 8" SIZE & REINF PER PLAN GARAGE WALL FOUNDATION PIPE SLEEVES TO CLEAR PIPE 1" ALL SIDES TOF BOF O X Q i» :E 0 VO PIPES ALLOWED IN THIS REGION. LOWER -_TGS AS REQ'D —1 1 1-1 LOWER BOF AS REQ'D _ z PIPE TRENCH EXCAVATION PARALLEL 9" MIN TO FOOTING IS NOT ALLOWED TYP BELOW THIS LINE. STEP FTG AS REQUIRED FOR THIS CONDITION TYPICAL PIPE PENETRATION AT WALLS AND FOOTINGS SCALE: 1/2" = V-0" CONIC SLAB ON GRADE SLAB REINF AT CENTER OF SLAB OR AT TOP AND BOT. REINF SHALL NOT PASS THRU JOINT CONIC SLAB ON GRADE SLAB REINF AT CENTER OF SLAB OR AT TOP AND BOT TYPICAL CONTRACTION JOINT TYPICAL SLAB ON GRADE DETAILS SCALE: 1" = V-0" 9 C u I AD CDI I!'E NOTE: RAISE STEM WALL AS REQ'D AT PERIMETER AREAS WHERE NEEDED DUE TO CIVIL GRADES. SILL PL & AB 0 & SPACING PER SHEAR STUD WALL PER WALL SCHED FRAMING PLAN NOTES (2) #4 CONT TOP SHEATHING & NAILING 00PROVIDE BLOCK OUT AT DOOR OPENINGS PER PLAN & SHEAR WALL SCHED z Q #4 @ 12" OC EA WAY g CENTERED IN WALL °, N SLAB ON GRADE & SUBGRADEPER PAVING OR FINISHED GRADE FOUNDATION PLAN PER ARCH DRAWINGS � 0 l ® cP 0000 — X X X z Q a LI_I FOOTING DR8"PER DETAI/ m v / ALT HOOKAS � SIZE &REINF SHOWN PER PLAN U >- m FRS TO MATCH DOTING I REINF JRBED EARTH OR �TED FILL PER JRAL NOTES T = FTG THICKNESS PER PLAN, SCHED, AND DETAILS TYPICAL STEPPED WALL FOOTING °00 o°O 00 a IU 0 TYPICAL STEM WALL DETAIL SCALE: 1" = V-0" FRAMED PONY WALL PER PLAN, REFER TO DETAIL 6 FOR ANCHORAGE INFO 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 LINE OF MAX EXCAVATION. IF SOIL IS OVER EXCAVATED, REPLACE WITH LEAN MIX CONCRETE. TYPICAL FOOTING DRAIN SCALE: 1" = V-0" STUD WALL PER FRAMING PLAN NOTES AB PER SHEAR WALL SCHED OR STRUCTURAL NOTES PT SILL PL SLAB ON GRADE AND SUBGRADE PER PLAN x x x y jpc x x x x 0 0 �0 0 0 O 0 II I o°o° ° 0 0� o°oo Ooo0�0 OOoo 1� 000 0 0 �000 0o/ Ns - 1 MAXIMUM SIZE & REINF SLOPE PER PLAN FINISHED GRADE PER ARCH - z II 001 000 00 (2) #4 BARS 0.0 0 00 0 Op 000 0 0 MIRADRAIN 6000 #4 @ 12" OC HORIZ TIGHT LINE TO FOUNDATION DRAIN - 1'-0" 0 �I MIN ~ BACKFILL W/ FREE ILu DRAINING MATERIAL 1 1/2" 'IS" BARS in CLR Q o �000 o w FINISHED GRADE OR 00O 0° o SLAB ON GRADE FOOTING DRAIN 200.0 COMPACTED "F" BARS 0.0 00 BACK FILL STD HOOK —I TO °00 0 — X x I I I o00 00°° °° I 0 111- 0 00 — Iill .0000 00 000.0 0 0 00 0 O oO O °O 0 _ o o NU o 00—0— O o0 00 o --- - 0 III of r, IIIIIII "S" BARS "B" "t" "T" #4 @ 18" OC TOP & BOTTOM RETAINING WALL SECTION CONTINUOUS FOOTING DETAIL SCALE: 1" = V-0" RETAINING WALL SCHEDULE WALL GEOMETRY WALL REINFORCING MAX "H" "T" "B" "t" "D" "S" BARS "F" BARS 4'4" 0'-8" 1'-0" 8" 12" #4 @ 12" 11. NOT REQ'D 6-0" 1'4" V-6" 8" 12" #4 @ 12" 11. #4 @ 12" NOTES: 1. FOUNDATION SHALL BEAR ON UNDISTURBED NATIVE SOIL OR COMPACTED FILL. COUNTERSINK ADDITIONAL END STUD AS REQ'D THREADED ROD AS REQ'D FOR HOLDOWN W/ NUT AND WASHER AT BASE. EXTEND ROD INTO FTG, TYP UNO TOP OF FTG HOLDOWN DETAIL SCALE: 1" = V-0" PCZ POST CAP DOUBLE TOP PLATE SHEAR WALL PER PLAN AND SCHED HOLDOWN PER PLAN AND SCHED II II II II II l� II II II I II II II II II 4 AT GARAGE PIERS PROVIDE PLYWOOD & NAILING PER SW6 OF SHEARWALL SCHED I I I II I I I I I I I 1 BEAM PER PLAN HDU HANGER POST PER PLAN (2) 2x6 HF STUD ABW WITH 5/8"0 x 9" J-BOLT ANCHOR RAISE STEM WALL AT GARAGE PIERS TO 3'-0" ABOVE SLAB X X X SECTION II II -III II II II 5/8"0 x 9" J-BOLT ANCHOR NOTE: FOR NOTES & DETAILS NOT SPECIFICALLY CALLED OUT REFER TO DETAIL 6. FOOTING PER PLAN X X X ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 105121 J H H z O co a- cn F- (f) LIJ Lu LIJ Q O C 7-1 Q DESIGN: EH DRAWN: LVW CHECK: DTR JOB NO: 21339.10 DATE: 1 1 /05/21 N N 00 W � Q Z Q p O U z O N O p Z 00 Ld SHEET: RESUB Apr 15 2022 CIT EDM SE ES MENT ■ SCALE: 1" = V-0" SCALE: 1/2" = V-0" v% SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" r � J STAGGER NAILS ON EA SIDE OF PANEL JOINT AS REQUIRED PER SHEAR WALL SCHED -n-------n- - - - - - - - r,-----T- I.1 I•I I'I I'I I'I 1.1 1101 II II II II II 11 III 11 II II II II 11 III II II II (� HEADER PER PLAN 1 1 1 I I I I I I I I 11 I I I 1 1'1 1'1 I'I I'I I•I 1.1 11. •11 II II I 1 II II II 11 1 I 11 11 II I •1 1 I II II 1 II I•I 1 1 1 I I I 1 FRAMING AT ADJOINING CRIPPLE STUDS PER 1 1 1 1 I I I I I I I I PANEL EDGES PER SHEAR 1 1 1 1 1 PLAN; DO NOT CUT 1 I I 1 I.1 I•I I 1• I'I WALL SCHED 1 I AWAY MATERIAL FROM 11•I I I I I I I 1 1 1 ' '' I I I I I CRIPPLE STUDS I I I I I I 1 �1 I I 11 I I I I 11�1 11.11 11 I I I' I I I I 11 1 1 11 111 111 II II 1 •I II II II I I II FULL -HEIGHT 1 I•I 1 ICI I I I. 1 1•I I•I ICI ICI 1� HOLDOWN CHORD 1 I I I 1 1 I I I •1 1 1 J L------ I I I I -. �.H- ;-- ;-- i F•---�-- I.I 1I I I I I I I I 1I•I1 11 II I' 1 11 II II II II 1111 11 II I �1 II II II II ' I I I I I I I I I 1I•I1 11 1I I.I II II II II 1 1 1 1 1. • I I.1 1.1 ICI ICI 1 1.1 1 I I 1 11 I I I I I I 11 II 1.1 11 II II II II II 1 I II II II II II AB W/ SIMPSON BP 1 1 I I I•.I I I I I I I I I PL WASHER, TYP I•I I 1 1.1 I'I ICI ICI II 1• I II II II II 1.1 11 II II II II 1 I II II II II PT SILL PL PER SHEAR II WALL SCHED I•I I •I A I.1 I I I I I I 1-------L -- - J1-- 1 1 I I I I _1L------1L------1 II _ z II II 7n_7__7__n__7__�_ 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. II II II II II II II II 1. Y 1L-_4jL_ _1L-----_1 AB SIZE AND SPACING A I II PER PLAN AND SHEAR II II ( WALL SCHEDULE, TYP RIM BOARD \\ OR BLOCKING -III-III- -III-III- -III- TYPICAL SHEAR WALL DETAIL SCALE: 3/4" = V-0" EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"o x 3" NAILS @ 9" OC (2) ROWS OF 0.131" 0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP 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" 2x6 STUD @ 2x4 CROSS WALL 2x8 STUD @ 2x6 CROSS WALL EDGE NAILING PER PLAN & SHEAR WALL SCHED OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) & NAILING PER PLAN & SHEAR WALL SCHED OR STRUCTURAL NOTES, TYP BEAM PER AND SCHE SIMPSON LTP4 A35 FRAMII` ANCHOR EACH SII OF BEA 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 NUT W/ SIZE TO MATCH HOLDOWN ANCHORAGE PA NAILING F WI CONTINUE HOLDOWN CHOR[ TO FOUNDATION CONCRETE STEM WALL CONCRETE FOOTING JOIST DIRECTION PER PLAN STUD WALL i SOLID OR MULTIPLE STUD COLUMN PER SOLID PLAN BEAM WIDTH, STUD COLU� �� MIN UNO NOTE: SUPPORTS AT SOLID PARALLEL TO STUD WALL POSTS S I M TYPICAL FLUSH BEAM SUPPORT DETAILS NOTE: STAGGER SHEATHING AS SHOWN. (IBC TABLE 2306.3.1, CASE 1 OR 3) INTERMEDIATE FRAMING MEMBERS SHEATHING PANEL, TYP CONTINUOUS PANEL EDGES SUPPORTED PANEL EDGES 2x OR 3x BLOCKING ONLY IF BLOCKED DIAPHRAGM `L DIAPHRAGM BOUNDARY (SHEAR WALL, BEAM, OR DRAG STRUT) TYPICAL FLOOR/ ROOF SHEATHING DETAIL SCALE: NTS 2 1/4" END DISTANCE, TYP PLATE WASHER PER SHEAR / WALL SCHED SECTION A -A SCALE: 1 1/2" = V-0" (2) ROWS OF (8) 0.131" 0 x 3" NAILS @ 3" OC EA SIDE OF SPLICE AND (2) @ 9" OC ELSEWHERE W/ 1 1/2" EDGE DISTANCE 3" OC \ SPACING TOP CHORD / SPLICE J 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 �l�AL TOP PLATE SPLICE DETAIL = 1'-0" BEAM PER PLAN AND SCHEDULE SIMPSON A35 EACH `SIDE OF BEAM i IN, IM F- cn = O � a J U- w 0 SCALE: 1" = V-0" VVf LL PERPENDICULAR TO STUD WALL SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES BREAK SHEATHING AT PLATE UNO 2x CONTINUOUS RIM SILL PLATE NAILING PER SHEAR WALL SCHEDULE BREAK SHEATHING AT PLATE UNO PANEL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES NOTE: NON -SHEAR WALL NAILING SHALL BE PER IBC TABLE 2304.9 STUD WALL PER FRAMING PLAN NOTES SILL PLATE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES SHEATHING AND NAILING PER PLAN WOOD JOISTS PER PLAN AND SCHEDULE 2x4 BLOCKING AT SHEAR WALLS ONLY TYPICAL FRAMING EXTERIOR WALL PERPENDICULAR TO JOISTS a 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 ADJACENT NAILS IN A ROW 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" TYP DOUBLE TOP PLATE SIMPSON A35 (ONLY REQUIRED AT EXTERIOR HEADERS GREATER THAN 6' SPAN) (6) 0.131"0 x 3" NAILS - TYPICAL STUDS TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = V-0" BEAM OR HEADER PER PLAN AND NOTES NAILING PER TYP BUILT-UP STUD COLUMN DETAIL CRIPPLE STUDS PER PLAN AT HOLDOWNS: PROVIDE FULL HT OR STRUCTURAL NOTES HOLDOWN CHORDS PER HD SCHED. OTHERWISE: (1) 2x FULL HT TYPICAL HEADER DETAIL SCALE: 1" = V-0" 2x WOOD RIM JOIST NOTE: FOR NOTES AND DETAILS NOT CALLED OUT REFER TO DETAIL 8. (4) 10d NAILS (3) 0.131"0 x 3" NAILS EACH END WOOD JOISTS PER PLAN AND SCHEDULE 2x WOOD BLOCKING @ 4'-0" OC MAX EXTERIOR WALL PARALLEL TO JOISTS TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = V-0" ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 J a H Z O m �= =) D_ N U � (n � W w Q a W Q O 0 --- rH Y Q DESIGN: EH DRAWN: LVW CHECK: DTR JOB NO: 21339.10 DATE: 1 1 /05/21 O O 00 W 0) Q Q Q a�� Z Q 0 O U Z0 cl� N :2 0 T p Z 00 W SHEET: 0 0 0 w a w RESUB A r "0 2022 Y OF EDM S E T SER ES DEP MENT ■ FILLER W/ 8d NAILS @ 12" OC OVERHANG PER ARCH 2x6 OUTLOOKER - 1 1/2" LSL BLKG RIPPED TO MATCH ROOF SLOPE - BEVELED PLATE - SIMPSON H8 TIE EA JOIST - SHEATHING & NAILING PER PLAN & SHEAR WALL SCHED - STUD WALL PER PLAN - ♦ SECTION SCALE: 1" = V-0" Zk �FNGTy OF O V DIAPHRAGM ' BOUNDARY 4/VG 4 0' NAILING M/N ROOF SHEATHING & NAILING PER ROOF FRAMING PLAN NOTES (2) 8d @ 8" OC WEB FILLER \� ` BEVELED 2x4 BLOCK W/ (2) 8d NAILS ROOF JOIST PER PLAN DIAPHRAGM BOUNDARY NAILING ROOF SHEATHING & NAILING PER ROOF FRAMING PLAN NOTES FILLER W/ 8d NAILS @12"OCR 2x6 OUTLOOKER OVERHANG PER ARCH SHEATHING & NAILING PER PLAN & SHEAR WALL SCHED SECTION SCALE: 1" = V-0" 4= - 4m ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 DIAPHRAGM BOUNDARY NPNG M\N FRAMING PLAN NOTNAILING PER ES (4) 10d NAILS @ BLKG (4) 10d NAILS DIAPHRAGM BOUNDARY NAILING PER ROOF VENGjN OF Ov�R 2x FLAT OUTLOOKER ROOF SHEATHING AND FRAMING PLAN NOTES ROOF SHEATHING AND 2X (2) 8d @ 8" OC @ 24" OC, 24" MAX NAILING PER ROOF NAILING PER ROOF OVERHANG FRAMING PLAN NOTES FRAMING PLAN NOTES FULL DEPTH LSL RIM. NOTCH AT OUTLOOKERS (3) 10d NAILS • (3) 10d NAILS EA END 1 1/2" LSL BLKG M. ROOF JOIST @ 4'-0" OC EA ENDZs PER PLAN ROOF JOIST �w'� of WA ?jf� 1 112" LSL BLKG @ PER PLAN WEB FILLER ROOF JOIST PER PLAN • 4'-0" OC FIRST E� • 1 1/2" LSL BLKG RIPPED SHEATHING PER SHEATHING PER JOIST BAY ONLY TO MATCH ROOF SLOPE PLAN AND SHEAR SIMPSON A35 PLAN AND SHEAR 45901 1 WALL SCHEDULE CLIPS @ 24" OC WALL SCHEDULE SIMPSON A35 � L BEVELED 2x4 BLOCK CLIPS @ 24" OC ONAL W/ (2) 8d NAILS FULL -HEIGHT STUD WALL PER PLAN & I/ W ZI SIMPSON H8 TIE EA JOIST NOTES STUD WALL PER BEVELED PLATE PLAN &NOTES STUD WALL PER PLAN ROOF RAFTER CONNECTION (NON -BEARING' SCALE: 1" = V-0" ROOF RAFTER CONNECTION (NON -BEARING; SCALE: 1" = V-0" SHEATI• 1/4 1/4 PL 1/2 x 4 x 0'-5 1/2" (VFY W/ ARCH FINISHES) 1" 0 ROD W/ #3 CLEVIS & 1" PIN EA END C8x11.5 EACHVl/4x""FSTBllAFlF RCH END OF CANOPYHES METAL DECK W/ 1/4" PER 12" SLOPE '-6" A PL 1/2 x 4 x 0'-4"LTS 14 1/4 PL LJ C8x11.5 ----------------- j] ELEV PER ARCH L2 x 2 x 1/4 C8x11.5 HSS5x5x1/4 14 1/4 3" PER ARCH (T-0" MAX) CANOPY SECTION SCALE: 3/4" = V-0" \ 4MING PER )ETAIL 1 PER 11/S4.1 1 1/2" SECTION A -A FULL HEIGHT POST PER PLAN & DETAIL 11/S5.1 PROVIDE 3/16" WASHER, COUNTERSUNK BOLT, TYP I - I � N A PL 3/8 x 3 x 0'-9" W/ (2) 5/8" 0 WELDED THREADED STUD, TYP TOP & BOTTOM J z O CZ N CY U � (n � I.iJ w C) � W Q O 0 � �-I �-I Y D' Q DESIGN: EH DRAWN: LVW CHECK: DTR JOB NO: 21339.10 DATE: 1 1 /05/21 V Q W 0 O N O (� co Z W < p Q Q � C' U) I..� O U0 Z L.L. O 0 0O N 0 w Z 00 W cy_ SHEET: RESUB Apr 15 2022 MSES MESeol