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APPROVED PLN FIR BLD RESUB3 BLD2023-0799+Architectural_Plan+9.3.2024_9.45.54_AM+4476015GENERAL NOTES Approved D F M aMrls Burt South County Fire Date: 09/06/2024 09-06-2024 RESUB 3 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: 1. A SEPARATE PERMIT SUBMITTAL IS FOR A RESIDENTIAL SPRINKLER SYSTEM IS REQUIRED. A RECOMMENDED FLOW -THROUGH DESIGN WILL MEET SPECIFICATIONS AND REDUCE EQUIPMENT AND CONTINUAING MAINTENANCE REQUIRMENTS. PROVIDE A MINIMUM COMBINATION WATER SERVICE OF ONE INCH (1") METER AND ONE AND ONE HALF (1 1/2") SERVICE LINE OR SHOW THAT THE DOMESTIC AND FIRE PROTECTIONS NEEDS CAN BE MET WITH A SMALLER SERVICE. 2.4 INCH ADDRESS CHARACTERS WITH 1/2 INCH STROKE TO BE INSTALLED ON THE HOUSE VISIBLE FROM THE STREET IN CONTRASTING COLOR TO THE BACKGROUND. ADDITIONAL ADDRESS SIGNS MY BE REQUIRED IF NOT VISIBLE FROM THE STREET. DFM BURT THESE DRAWINGS ARE THE PROPERTY OF H2D, LLC. ANY REPRODUCTIONS MUST 5E AUTHORIZED BY THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT. © COPYRIGHT 2023 BY H2D, LLC. THESE DRAWINGS ARE PROTECTED BY FEDERAL AND STATE COPYRiGHT LAWS. 1. CODES/REGULATIONS: -CONSTRUCTION TO CONFORM TO THE 20181NTERNATiONAL RESIDENTIAL CODE (]PC), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE RESIDENTIAL ENERGY CODE AND VARIOUS CODES IMPOSED BY LOCAL AUTHORiTIES. -A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLICABLE. -A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB SiTE DURING CONSTRUCTION. 2. CONTRACTOR'S RESPONSIBILITY: -PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES. -DO NOT SCALE CONTRACT DOCUMENTS. AF ANY DiSCREPANCiES IN THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO DE NOTIFIED IMMEDIATELY. -ALL CHANGES MADE BY THE CONTRACTOR SHALL BE SU13MiTTED 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 DE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR OMISSIONS OR PERFORMANCE OF THE CONTRACTOR. -CONTRACTOR SHALL DE RESPONSIBLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, iTS COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO BE COMPOSED OF COMPONENTS TO DE HELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION iN ACCORDANCE WiTH INSTRUCTIONS PREPARED BY THE SUPPLER. -ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUIREMENTS AS DEFINED BY THE EPA AND THE STATE OF WASHiNGTON. -ALL WASTE AND REFUSE CAUSED iN CONNECTION WiTH THE WORK SHALL 5E REMOVED FROM THE PREMISES AND P15120SEP OF BY THE CONTRACTOR. THE PREMISES SHALL BE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER. -CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL BE THE RE5PON51DiLiTY OF THE CONTRACTOR. -FOR ALL NEW CONSTRUCTION OR ADDITIONS DESIGNED WiTHiN 1'-0" OF THE HEIGHT LiMiT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WiTH THE SURVEYOR TO VERIFY THE ELEVATION OF THE STRUCTURE AS iT 15 BEING BUILT TO VERIFY ANY ELEVATION PISCRPANCiES THROUGHOUT CONSTRUCTION. ELEVATIONS SHOULD BE VERIFIED FOR EACH FLOOR LEVEL PRiOR TO PROCEEDING WiTH THE NEXT FLOOR OF FRAMING: TOP OF FOUNDATION, TOP OF SUDFLOOR, TOP PLATE AND RIDGE ELEVATIONS SHOULD DE VERIFIED DURING CONSTRUCTION. CONSULT ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION. 3. SOILS: -FOUNDATION DESIGN 15 BASED ON AN ASSUMED AVERAGE SOiL BEARING OF 2,000 P5F OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL BE CAST ON UNDISTURBED FiRM NATURAL SOiL OR COMPACTED SOiL OF 2,000 PSF BEARING CAPACITY AT LEAST 1'-6" DELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL BE FREE OF LOOSE SOiLS, DEBRIS, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RESFON51131L1TY 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 DE NOT LE55 THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300 PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED DY VENTILATION LOCATED iN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OF CORNICE VENTS WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. (iRC SEC R806). -ATTIC ACCESS: MINIMUM 22" x 30" WiTH MiNiMUM 30" HEADROOM, UNO135TRUCTED, READILY ACCESSIBLE OPENING. iRC SEC R807. ACCE55 DOORS SHALL BE WEATHERSTRiPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. AN ROOMS NOT PROVIDED WiTH AN OPERABLE WINDOW OF 1.5 5Q. FT. OR GREATER, A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING 5 AiR CHANGES PER HOUR SHALL DE PROVIDED. -VENT DRYER, BATH FANS, AND RANGES/OVENS TO THE OUTSIDE. 5. VENTILATION: -VENT FANS SHALL TERMINATE AT THE EXTERIOR OF THE DU1LPING 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 M1503.6. 6. GLAZING: -TO BE 1N COMPLIANCE WiTH 1RC SEC R308 AND WASHiNGTON STATE SAFETY GLASS LAW, EXCEPTIONS ARE AS OUTLINED iN iRC SEC R308. -GLAZING iN LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS GLASS iN DOORS, GLAZING WiTHiN 24" ON EITHER SiPE OF A DOOR OPENING, GLAZING CLOSER THAN 16' TO A FLOOR, SHOWER DOORS AND TUB ENCLOSURES SHALL BE WiRE REINFORCED, TEMPERED GLASS, LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. -SLIDING GLASS DOORS TO DE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS. -SHOWER ENCLOSURES SHALL BE APPROVED WiRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLA55 OR SHATTER RESISTANT PLASTIC. -GLAZING WiTHiN 18" OF FLOOR AND GREATER THAN 16' iN LEAST DIMENSION SHALL COMPLY WiTH IMPACT LOADS. SEE PLANS. -ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED, UNLESS NOTED OTHERWISE, AND COMPLY WiTH STATE OF WASHiNGTON ENERGY CODE. -EGRESS iN EVERY SLEEPING ROOM SHALL HAVE A MiNiMUM NET CLEAR OPENING OF 5.7 5Q. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24", MiNiMUM NET CLEAR OPENING WIDTH OF 20" AND A FINISHED SiLL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR. 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 5EFORE PROCEEDING WiTH WORK. -APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. -BUiLPING AiR LEAKAGE TESTING, PER SEC 402.4,15 REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL DE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE. -EACH DWELLING UNiT 15 TO HAVE ONE PROGRAMMABLE THERMOSTAT FOR REGULATION OF TEMPERATURE PER SEC 403.1. -A SIGNED AFFADAViT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION. -DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. -MiNiMUM 90% OF PERMANENTLY INSTALLED LAMPS iN LIGHTING FIXTURES SHALL BE HiGH EFFICACY LAMPS PER SEC 404.1. -WHERE THE PRIMARY HEATING SYSTEM 15 A FORCED-AiR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNiT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL ALLOW FOR, AT A MINIMUM, A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKENDS) AND DE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACKS PER DAY. 8. STAIRS: -MiNiMUM HEADROOM 6-6; MiNiMUM TREAD 10"; MAXIMUM RISER 7 3/4" -HANDRAIL: REQUIRED AT ALL STAIRS WiTH MORE THAN 4 RISERS PER 1RC 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 5E MiN 36" iN HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE DELOW. RAILINGS SHALL BE SPACED TO NOT ALLOW THE PA55AGE OF A 4-3/8" SPHERE PER iRC 312.1. -INSTALL FiRE BLOCKING AT MiD-STRINGER SPAN AND AT WALL ALIGN STRINGER. -COVER WALLS AND SOFFITS OF USADLE SPACE UNDER STAIR WiTH 5/8" TYPE "X" GYPSUM WALLBOARD. 9. INSULATION: -INSULATION TO MEET THE CURRENT WASHiNGTON STATE ENERGY CODE REQ'T5 FOR TABLE R402.1.1, TABLE R402.1.3 AND SECTION R402. REFER TO PRESCRIPTIVE TABLE ON SHEET 01. -EXISTING WALL AND FLOOR CAVITIES EXPOSED DURING CONSTRUCTION FOUND UNiNSULATED, OR WiTH DAMAGED INSULATION (DISCOLORED, WET, DAMAGED, OR DETERIORATED) SHALL BE FILLED WiTH R-15 INSULATION AT 2X4 FRAMING AND WiTH R-21 INSULATION AT 2X6 FRAMING. REF SEC R503.1.1-EXCEPTION 2.. -WALLS TO DE INSULATED WiTH MiNiMUM R-21 INSULATION. DELOW GRADE WALLS TO DE INSULATED WiTH MiNiMUM R-21 INSULATION, ALLOW FOR THERMAL BREAK BETWEEN FLOOR SLA5 AND BASEMENT 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 1N EACH JOIST SPACE. WHERE CONTINUOUS VENTING WiTH A JOIST SPACE 151NTERRUPTED 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 J015T SPACE UNLE55 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 DREAK BETWEEN SLAB AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAD AND FOOTING TOGETHER. UNLESS NOTED OTHERWISE. 10. GARAGE SEPARATION: -REQUiRES 1/2" GWB ON THE GARAGE SiDE. 5/8" TYPE'X' GWB WHERE THERE 15 LiViNG SPACE ABOVE. SUPPORTING COLUMNS, WALLS AND BEAM5 USE 1/2" GWD PER iRC R302.6 -OPENINGS INTO A GARAGE: OPENINGS INTO A GARAGE SHALL HAVE A SOLID WOOD OR HONEYCOMB -CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE FiRE RATING. DOORS SHALL DE EQUIPPED WiTH A SELF -CLOSING DEVICE PER 1RC R302.5.1. 11. VAPOR BARRIERS: -AN APPROVED VAPOR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, BELOW ENCLOSED JOIST SPACES WHERE CEILING FINISHES ARE DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE INSULATION. THiS VAPOR BARRIER MAY BE A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR 13ARRiER5 SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. 12. FIRE SAFETY: -SMOKE ALARMS/DETECTORS (S.D.): SMOKE ALARMS/DETECTORS SHALL BE INSTALLED iN ALL SLEEPING ROOMS, iN THE AREA OUTSIDE THE SLEEPING ROOM AND iN OTHER LOCATIONS PER iRC R314. POWER SOURCE AND INTERCONNECTION PER 1RC. -CARBON MONOXIDE DETECTORS (C.M.D.): SHALL HAVE AN APPROVED CARBON MONOXIDE ALARM INSTALLED OUTSIDE OF EACH SLEEPING AREA iN DWELLING UNITS AND iN EACH LEVEL iN ACCORDANCE WiTH THE MANUFACTURER'S REQUIREMENTS PER iRC315. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WiTH UL2034 AND SHALL DE INSTALLED iN ACCORDANCE WiTH THiS CODE, NFPA 720-2012 AND THE MANUFACTURER'5 INSTALLATiON INSTRUCTIONS. -CARBON MONOXIDE DETECTION SYSTEMS PER 1RC 315.2 THAT INCLUDE CARBON MONOXIDE DETECTORS AND AUDIBLE NOTIFICATION APPLIANCES, INSTALLED AND MAINTAINED iN ACCORDANCE WiTH THIS SECTION FOR CARBON MONOXIDE ALARMS AND NFPA 720-2012, SHALL BE PERMITTED. THE CARBON MONOXIDE DETECTORS SHALL DE LISTED AS COMPLYING WiTH UL 2075. WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM 15 INSTALLED, iT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY. 13. CERTIFICATE & TESTING - A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WiTHiN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL DE COMPLETED BY THE DUiLDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE V15iL31LiTY 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, 5ELOW-GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AiR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LiST THE VALUE COVERING THE LARGEST AREA. THE CERTRiFiCATE SHALL LiST THE TYPES OF EFFICIENCIES OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT. - THE BUILDING OR DWELLING UNiT SHALL BE TESTED AND VERIFIED AS HAVING AN AiR LEAKAGE RATE OF NOT EXCEEDING 5 AiR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WiTH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TiME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. 14. LIGHTING EQUIPMENT - NOT LESS THAN 90 PERCENT OF LAMPS iN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL DE HiGH-EFFICACY LAMPS - FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS 15. FIRE SPRINKLERS - INSTALL FiRE SPRINKLER SYSTEM TO ALL AREAS OF DWELLING UNiT. DESIGN TO 5E PROVIDED DY OTHERS. - SPRINKLERS SHALL BE LISTED RESIDENTIAL SPRINKLERS AND SHALL DE INSTALLED iN ACCORDANCE WiTH THE SPRINKLER MANUFACTURER'S INSTALLATION INSTRUCTIONS. - THE SPRINKLER SYSTEM SHALL DE DESIGNED DY A WASHiNGTON STATE CERTIFIED SPRINKLER DESIGNER AND INSTALLED iN ACCORDANCE WiTH THE NATIONAL FiRE PROTECTION STANDARD (NFPA)13R. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE IA separate permit is required for the Photo i •voltaic system (solar). Please obtain the proper i (permit from the City of Edmonds. I ■ I ■ ■ Special Inspection for: I I ■ :1. Soils i PROJECT INFORMATION PROJECT OWNER: PROJECT ARCHITECT PROJECT DESIGNER: STRUCTURAL ENGINEER: IA separate permit is required for the Plumbing. CIVIL ENGINEER I Please obtain a plumbing permit from the City o. (Edmonds. I ■ ■ Deferred submittal for: 1 !1. Engineered trusses 12. Steel hand/guard rails and their anchorage ■ City Of Edmonds Building Department Work SFR ------------------------------------------------- Address 8475 FREDERICK PL ------------------------------------ Owner COCHRAN --------------------------------------------------------- -------------------------------------------------- Approved Date 09/0 024 --------------------------- ---------- - Building Official --------------- --- ----------------------------- Permit Number BLD2023-0799 SHEET INDEX 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS 02 SiTE PLAN 03 TREE RETENTION AND PROTECTION PLAN SURVEY SURVEY C1.1 COVER SHEET & GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL PLAN C2.2 TEMPORARY EROSION CONTROL DETAILS C3.1 GRADING & DRAINAGE PLAN & DETAILS C3.2 GRADING & DRAINAGE DETAILS C3.3 GRADING & DRAINAGE DETAILS C4.1 UTILITIES PLAN C4.2 WATER & SEWER PLAN C4.3 WATER & SEWER DETAILS A1.0 ARCHITECTURAL FOUNDATION PLAN A1.1 LOWER FLOOR PLAN A1.2 MAiN FLOOR PLAN A1.3 UPPER FLOOR PLAN A1.4 ROOF PLAN A1.5 WINDOW AND DOOR SCHEDULES A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS A3.1 BUILDING SECTIONS r • -' -' -' -' -' -' -' -■ A3.2 BUILDING SECTIONS ■A3.3 included in plan set as provided J A4.0 WALL SECTIONS &DETAILS '------�-�-� A4.1 WALL SECTIONS & DETAILS A5.0 TYPICAL DETAILS 51.1 STRUCTURAL NOTES 51.2 STRUCTURAL NOTES 52.1 FOUNDATION PLAN 52.2 MAiN FLOOR FRAMING PLAN 52.3 UPPER FLOOR & LOWER ROOF FRAMING PLAN 52.4 ROOF FRAMING PLAN 53.1 SCHEDULES 54.1 FOUNDATION DETAILS 54.2 FOUNDATION DETAILS 55.1 WOOD FRAMING DETAILS 55.2 WOOD FRAMING DETAILS 55.3 WOOD FRAMING DETAILS 56.1 ROOF FRAMING & STEEL DETAILS 56.2 ROOF FRAMING & STEEL DETAILS PRESCRIPTIVE REQUIREMENTS- ALL CLIMATE ZONES LOCATION R-VALUE U-FACTOR FENESTRATION U-FACTOR N/A 0.30 SKYLIGHT U-FACTOR N/A 0.50 GLAZED FENESTRATION SHGC N/A N/A CEILING 49 0.026 WOOD FRAME WALL 211NT 0.056 MASS WALL R-VALUE 21/21 0.056 FLOOR 30 0.029 BELOW GRADE WALL 10/15/21 iNT + TB 0.042 SLAB R-VALUE AND DEPTH 10, 2 FT N/A RYAN & SYDNEY COCHRAN 902 N 815T 5T SEATTLE, WA 98013 HEIDi HELGE50N SARAH THOMP50NILAUREN GROTH H21) ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 96020 DIRK ROGSTAD CG ENGINEERING 250 4TH AVE 5, SUITE 200 EDMONDS, WA, 98020 425-778-8500 JARED UNDERDRiNK CG ENGINEERING 250 4TH AVE 5, SUITE 200 EDMONDS. WA, 98020 425-778-8500 GEOTECHNiCAL ENGINEER: KHALED SHAWiSH NELSON GEOTECHNiCAL ASSOCIATES, INC. 17311-135TH AVE. N.E., 5TE A-500 WOODiNViLLE, WA, 98072 425-486-1669 ARBORiST: PROJECT DESCRIPTION: PROJECT ADDRESS: TAX LOT NUMBER: TOM HAN50N ARBOR INFO LLC 2406 N CASTLE WAY DRIER, WA 98036 206-300-9711 NEW CUSTOM SINGLE FAMILY RESIDENCE 8475 FREDERiCK PL 00594400006402 LEGAL DESCRIPTION: SECTION 07 TOWNSHIP 27 RANGE 04 QUARTER SW TALBOT PARK 13LK 000 D-02 LOT 20F CiTY OF EDMONDS 5P NO PLN-2017-0020 REC UND AFN 201908265001 BEING APTN OF LOTS 63 & 64 SD PLAT LAND USE CODE COMPLIANCE STATISTICS "REFER TO 02 SHEET FOR ALL LAND USE CODE COMPLIANCE STATISTICS ENERGY CREDIT INFORMATION LARGE DWELLING UNiT (DWELLING UNITS EXCEEDING 5,000 5F OF CONDITIONED FLOOR AREA): 7.0 CREDITS REQURiED FUEL NORMALIZATION CREDIT FROM WASHiNGTON STATE ENERGY CODE TABLE R406.2 SYSTEM TYPE 2 =1.0 CREDIT: FOR AN INITIAL HEATING SYSTEM USING A HEAT PUMP THAT MEETS FEDERAL STANDARDS FOR THE EQUIPMENT LISTED iN TABLE C403.3.2(1) OR C403.3.2(2) OR AiR TO WATER HEAT PUMP UNITS THAT ARE CONFIGURED TO PROVIDE BOTH HEATING AND COOLING AND ARE RATED iN ACCORDANCE WiTH AHR1550/590 ENERGY CREDITS FROM WASHiNGTON STATE ENERGY CODE TABLE R406.3 3.5 HiGH EFFICIENCY HVAC EQUIPMENT =1.5 CREDIT AiR-SOURCE CENTRALLY DUCTED HEAT PUMP WiTH MiNiMUM HSPF OF 11.0. 4.1 HiGH EFFICIENCY HVAC DISTRIBUTION SYSTEM = 0.5 CREDIT ALL SUPPLY AND RETURN DUCTS LOCATED iN AN UNCONDITIONED ATTiC SHALL BE DEEPLY BURIED iN CEILING INSULATION iN ACCORDANCE WiTH SECTION R403.3.7. FOR MECHANICAL EQUIPMENT LOCATED OUTSIDE THE CONDITIONED SPACE, A MAXIMUM OF 10 LINEAR FEET OF RETURN DUCT AND 5 LINEAR FEET OF SUPPLY DUCT CONNECTIONS TO THE EQUIPMENT MAY BE OUTSIDE THE DEEPLY BURIED INSULATION. ALL METALLIC DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST HAVE BOTH TRANSVERSE AND LONGITUDINAL JOINTS SEALED WiTH MASTIC. iF FLEX DUCTS ARE USED, THEY CANNOT CONTAIN SPLICES. DUCT LEAKAGE SHALL BE LiMiTED TO 3CFM PER 100 SQUARE FEET OF CONDITIONED FLOOR AREA. AiR HANDLER(5) SHALL BE LOCATED WiTHiN THE CONDITIONED SPACE. 5.3 EFFICIENT WATER HEATING =1.0 CREDITS ENERGY STAR RATED GAS OR PROPANE WATER HEATER WiTH A MiNiMUM UEF OF 0.91. 6.1 RENEWABLE ELECTRIC ENERGY OPTION = 3.0 CREDITS FOR EACH 1200 KWH OF ELECTRICAL GENERATION PER HOUSING UNiT PROVIDED ANNUALLY DY ON -SITE WiND OR 50LAR EQUIPMENT A 1.0 CREDIT SHALL DE ALLOWED UP TO 3 CREDITS. GENERATION SHALL BE CALCULATED AS FOLLOWS: FOR SOLAR ELECTRIC SYSTEMS, THE DESIGN SHALL DE DEMONSTRATED TO MEET THiS REQUIREMENT USING THE NATIONAL RENEWABLE ENERGY LABORATORY CALCULATOR PVWATTS OR APPROVED ALTERNATE BY THE CODE OFFICIAL. _n SiTE 175H ST 5W Q FREDERiCK PL \ p - -F - -- - SOUTHWEST i \ cp �'I I F COUNTY PARK I VIEW D ---- -- - 1 W U z w J Cfl O 00 U) W U � Q Lj U) Z LjJ � Z Z LL Lf 7 G I) U 00 Lu O U 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON I 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: 6/28/2023 REV 1: 2/27/2024 REV 2: 6/13/2024 REV 3: 8/28/2024 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS RESUB Sep 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT VICINITY MAP (NTS N 01 FOUND IRON PiPE 0.30'W OF LiNE & 0.41'5 �0Q �FROM PROP COP, � 0� O 0� _._•-•-•- ���, - N85°09'00"E 57 :00' ��• _ • - . - ' - • - • PROPOSED DRYWELL, o SEE CiViL & POOL SiTE POOL FENCE & GATE �Tg] PLAN FOR MORE iNFO� UNDER SEP. PERMiT� FiN. GRADE 9 NW CORNER OF POOL DECK SHALL NOT DE LOWER THAN 44.17' (FiN. POOL DECK SURFACE SHALL NOT DE MORE THAN (EDGE OF 30" ABOVE FiN. GRADE) TERRACE FRAMING / 1 QT 15" (VERIFY W/ OVvINT=RA POOL DE AVERAGE EXISTING GRADE POINT ELEVATION A 55.7' D 47.0' C 48.6' D 58.5' 209.8 5F/4= 52.45' = 52'-51/2" AVE. GRADE =52'-5 1/2" HEIGHT LIMIT = 77'-5 1/2" PARCEL NO. 00594400006400 I I I I I I • FND P,EDAP, & CAi' MEYRiNG 50.52, WO20 N85°09'00"E 125.00' _(_ • - -7„- • - . - - oM fix \/ / �rrnTtzn>p nx ��/ N\ 7' / y 0 / HARDSCAPE / _ ;-1 20.6 5ci ft / /-------- rn < /--------------------------- rn �'---- / ---------- / ---= - HP ------ --- -- I ---------------------- - - / (POOL DECK 5 (47 O ) ------ _-- LAND USE CODE COMPLIANCE STATISTICS ZONE: R5-20 EXISTING LOT AREA: 20,020 SF (0.46 ACRE) I 17.1"C REQ'D SETBACKS: FRONT: 25' X O [ ] FENCE COR 0.9'N SiPE SETBACK: 35' TOTAL, MiN 10' REAR 5ET13ACK: 25' OF LiNE & 0.5'E FROM PROP COR 9 5"C I PARKING: 2 PARKING SPACES I [W] ' - _ - . - - • - I SET BUILDING HEIGHT BUILDING HEIGHT LiMiT: 25' - ALL P,ET'G WALLS WITHIN SETBACKS 110"5 REDAR/CAP INFORMATION: REFER TO SHEET A2.0 AND A2.1 FOR DETAILED 12"F SHALL NOT EXCEED 36" A.O.G. (SEE [0Y HEIGHT INFORMATION ALSO CiViL PLANS i [206] n LOT COVERAGE: MAX. 35% TOW: 56.0' / I 6"C 3 LOCATIONS FOR WALL- I [T6]o / PROPOSED PROPOSED HOUSE, COV. DECK, &GARAGE N I MOUNTED HEAT PUMPS I / LOT COVERAGE: (iNCL. O.H. OVER 50" iN DEPTH): 4,551.3 SF N c' (SEE ALSO FLOOR PLANS) -n PROPOSED UNCOVERED DECKS & STEPS: 169.4 SF PROPOSED TOTAL LOT COVERAGE: 4,720.7 5F (24%) y N I HARDSCAPE C"F o 061'C / I rn ALLOWED LOT COVERAGE: 20,020 SF X 35% = 7,007.0 SF OK a I 53.0 5q ft ----t5�------ - -PT4) -------1-------------- 0 / / 7'c'a I PROPOSED PROPOSED HOUSE, COV. DECK, & GARAGE (iNCL. O.H.): 4,551.3 5F _ A/97) / [24] IMPERVIOUS PROPOSED UNCOVERED DECKS & STEPS: 169.4 5F ---- _-_- SURFACE: PROPOSED DRIVEWAY & FRONT WALK: 1,811.0 SF _ __ - -- _ i/ I PROPOSED POOL & POOL DECK, SiTE STEPS, & LOWER - I % / I I FLOOR ENTRY COURT: 1,530.7 SF I / N PROPOSED ADDITIONAL HARDSCAPE (AT GRADE): 73.8 5F b PROPOSED TOTAL IMPERVIOUS SURFACE: 8,156.2 5F rn�zr"3 ° wv� OF V F.F- 1 ------ - - - - - _ _ _ - - � z I o .= 46� \ / � s�� o o I LOW POINT I� 4'-3" *ALL POOL & /PECK � � DECK POOL DECK I � 1 UNCOVERED DECK / I �� y 3 �; I II 1 I m EL - 43.0' \ DIMENSIONS & " I I \ SPECIFICATIONS OVER 36 A.G. / I � rna � � 119-1/2 � � \ I 169.4 501 ft \ \ I TO DE VERiFiED WiTH OWNER* I - -- ' \ j° 15'-0 CDI ' Si E YARD" c y\ 1 o I NE OF % \ I � (SEE ALSO I POOL SITE PLAN, _ _ - - 1 / UPPER FLOOR / *35' TOTAL SiPE \ i I U, #DLD2023-0811 ) / PROPOSED ROOF RIDGE / ABOVE, TYP. i / 1 YARDS, MiN. 1 I „ ' C I 1 ELEV: +/- 34'-01/8" ; I [20] 1 (DATUM ELEV: +/- 76'-51/4") *SEE A A - - -- ' ' APPROX. LOG. I I[20] ___ ________ I o I ALSO EXT. ELEVATIONS ON SHEETS A2.0 & A2.1 _ -± ' --------------- -- - 7 OF NEW ---- +%- 51.58' , / I P. 1 � POOL & POOL _ - - i ' ELECTRIC I// ` Si YARD* I o DECK, SITE STEPS, _ / , / �, , METEP, (VEP,iFY v c IAz I *35' & LOWER FLOOR 1 / RESIDENCE & ADJACENT / + ON CiViL N / DRAWINGS) • m TOTAL SiDE rn ENTRY COURT / COVERERD DECKS & PATIOS �, \D YAP,DS,10 MiN. / / 1519.4 5q ft 4,551.3 5q, ft I = DRIVEWAY & I► 5-9" I / ; MAiN LEVEL F.F. = 51.75' ' _ I , FRONT WALK / 1 , 1753.8 5 ft TOW: 57.9' III I PROPOSED DRYWELL, SEE CiViL & POOL 51TE I ' WNI�� I " / I I 10.6„ C PLAN FOR MORE INFO 23'-9" VERIFY W/o I LiNE OF DUiLDiNG / \ / ► gi] p / I / 8"M \ [ 01] bo\ I 8.911C POOL FENCE & t D -n ) ` I \ [1] GATE UNDER / 0 APN: 00594400006402 / 14.9"C ALL RETG WALLS WiTHiN o' o TOW: 57.5' I FOUND TACK/LEAD O 11"C I P�� / / QP�G0001O� I SEP. PERMIT o_ 8 H / [7] 5 A.O.G. KSEE ALSO CIVIL PLANS)5 SHALL NOT EXCEED 6 " I L5# 14490 [TE] �/ 005g�Dosa� sl \ I o Lot Area: // 68.3 C 9.1"F / I - - •°� ._ • .- \\ 0.12'W FROM PROP COR 20,020 SF / ° [5]0/ �d J _ PROP 5ED ASPHALT 1);" FOUND IRON PiPE I / /NEW 55 LINES TO ' ss / \ - , - . - . - • - ' - ' �/ DRi WAY ON PROP. 1 0.11'W OF LiNE & 0.18'S I EXTEND NEW WATER / i EX CLEANOUT, \� N85°09'00' E_ 82 . _ . �- / 0 57.1 5 ft '::;'NAL HiGH POINT FROM PROP COR \ SERVICE TO P,ESiDENCE, / / SEE CIVIL PLANS��� - , - t- i I EXTEND NEW DRY EL 613 SEE CiViL PLANS / • - • - ' - ' - 3 r : UTILITIES TO -A - 2 C 010 C I VV:iT')':O;V:: 1213 -._•- �•-' 1 1215 [/PJ� � 191 MAPLE ? ::::::.:' 18':3., :f1r'};. : [TD]O \ - ' - • RESIDENCE, 5EE - - -• ._� " / [U] I 17rC � LUSTER CIVIL PLANS / / / u) 2 - - _•-. 10M I _ 18 EX WATER I S2� 8'�H MAPLE / -- •- •-• o . . �TC SERVICE EX SiPE SEWER EX \ M [J] •.<.. ` I SERVICE q.�p I [ ] CLUSTEP, i + .. � �- � � (E). PUP CONDUIT. - I.. . o O /CLEANOUT RIM: 51.3' \ �J HYP. \ I: pp,VEMENT & DRY.UTiLiTfES \ I EDGE OF W I CONDUIT (VERIFY.) G. 0 30"FiR / iE 9 P.L.: 44.15' � all IV] 91 i VE:_ .- -\ W WV IMENT - `PL:EpGFR ERICK . W . I. .. _ ----- \ X - SS - I.. I. 1282:95. - W 1ON85099 100 GONCRTE : _ SS SS\- • _-- ASS" \ SS .- _ - • �'_ SS'. :- . SS -�. �. EDGE CI 0 P E R�ME6 0.15 12" W 1E 58.40 F A - SS CD 438 -SS -SS _ / RiM 52 62 : I) PP 12" CONIC W iE=48.92 �;G 12" CONIC 1E=51.10 PLANTERS cn / I -I I ', / FOOTPRINT, TYP. / V / ', 1 � e' o(5� --�, --------------------f- - , IL 713 sue\ D (585) 6"M \ / I TOW:54.4' \ Tr I [T2] r I TOW: 57.4 . TOW: 52.0' I C (48.6') / �% j LINE OF 5UiLPING �,� j ��0 P�\ �G �0 I I / OVERHANG (WHERE 13 8475 FREDERICK PL. / LESS THAN 30 iN 1 y x �I �0�\��� 0�� I I i , DEPTH), TYP. / 0 7 EDMONDS, WA 95026 / I SITE PLAN SCALE: 1" =10' NOTE: 1. REFER TO CiViL ENGINEERING PLANS FOR ALL DRAINAGE AND STORMWATER MANAGEMENT REQUIREMENTS DURING AND POST -CONSTRUCTION. 2. REFER TO ARBORiST REPORT FOR ADDITIONAL INFORMATION. REFER TO ARDORiST REPORT AND TREE RETENTION & PROTECTION PLAN (SHT. 03) FOR REPLANTING REQUIREMENTS, NEW TREE LOCATIONS, AND OTHER SiTE REQUIREMENTS. 3. REFER TO SURVEY FOR ADDITIONAL INFORMATION. PROPOSED PROPOSED LOWER FLOOR CONDITIONED GROSS FLOOR AREA: (STAIR & MECH. RM.): 270.1 SF PROPOSED LOWER FLOOR UNCONDITIONED: 2,797.3 SF (SEE ALSO GROSS PROPOSED MAiN FLOOR CONDITIONED: 5,064.3 SF FLOOR AREA TABLES PROPOSED GARAGE UNCONDITIONED: 9,53.0 SF ON FLOOR PLAN PROPOSED UPPER FLOOR CONDITIONED SHEETS A1.1-A1.3) (NOT INCLUDING FLOOR OPENING*): 2,222.3 SF PROPOSED TOTAL CONDITIONED FLOOR AREA: 5,556.7 SF PROPOSED TOTAL UNCONDITIONED FLOOR AREA: 3,730.3 SF *UPPER FLOOR OPENING AREA: 248.2 5F TREE RETENTION: SEE SHEET 03, TREE RETENTION AND PROTECTION PLAN APPROVED BY PLANNING I Sep 11 2024 Zone RS-20 Corner Flag Setbacks: Required Actual Front25' 25'3" -------- 35710' --------- 19754' Sides (E/W) 25 : 25'3" Rear Other 25' 24.45' Height _ If mounted on the ground and located within a required setback area, the height of any heat pump and supporting pad must be less than 36 inches tall (original grade to top of heat pump). If mounted on an exterior wall and located within a required setback area, a heat pump cannot project more than 30 inches into the required setback area. Noise generated by mechanical equipment must meet the standards in ECC 5.30 LL1 U z w J Cfl O 00 W W U rn Q w 0 cn z LLJ � C) Z Q LL Lf 7 G U 00 w O U 9716 REGISTERED ARCHITECT � �n•/�- HEIDI MICHELLE HELGESON I 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 6/28/2023 REV 1: 2/27/2024 REV 2: 6/13/2024 REV 3: 8/28/2024 PERMIT SET SITE PLAN RESUB Sep 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPLICANT SHALL RETAIN A CERTIFIED ARBORIST ON SITE FOR ANY WORK WITHIN TREE PROTECTION FENCE PURSUANT TO ECDC 23.10.070.C.3 Tree protection fence shall remain in place for the duration of project per ECDC 23.10.070(C). Signage designating tree protection areas with the following text shall be installed on fence at least every 15 feet: Tree and Soil Protection Area, Entrance Prohibited Report violations to: (425) 771-0220 =PLACEMENT TREE NOTES )TAL PROPOSED PLANTING AREA FOR REPLACEMENT TREES = +/-1,576 5F ,OP05ED AVERAGE AREA ALLOWED PER TREE = 75 SF )TAL REPLACEMENT TREES PROPOSED = 21 TREES )TE: PLANTING SHALL CONSIST OF NO LE55 THAN (11) NATIVE SPECIES TREES AND > MORE THAN (10) NON-NATIVE SPECIES TREES ,OPOSED TREE SPECIES (SUBJECT TO AVAILABiLITY AT TiME OF PLANTING): / NATIVE SPECIES: PACIFIC DOGWOOD (CORNUS NUTALii) i�IGTdI I TC7CC YJL7 (1TC(`Ti/l�l CCAI/`if\I/� 9000"E 157A� \ i PROP05 ^` \ OVERF WD ,DRYWELL, —SE�E Ci -IMANS \ POOL FENCE & GATE AXIn 10/1/l1 elrt- Y>I AAI `. IINDFR c�FP PFRMiT— SS SS — TREE RETENTION & PROTECTION PLAN SCALE: 1" =10' NOTE: 1. REFER TO SURVEY FOR ADDITIONAL INFORMATION. 2. REFER TO ARDORiST REPORT FOR ADDITIONAL INFORMATION, INCLUDING TREE RETENTION & PROTECTION PLAN (SHT. 03) FOR REPLANTING REQUIREMENTS, NEW TREE LOCATIONS, AND OTHER SiTE REQUIREMENTS. i � \ I I 20.5"M [14] / _6°M I [T2] / I HATCH LEGEND REFER ALSO TO STRUCTURAL AND CiViL DRAWINGS FOR SPECIFIC DIMENSIONS AND FINISHED GRADES/ELEVATIONS OF CONSTRUCTION NEW BASEMENT CONCRETE WALLS/SLAB +/- 9'-0" BELOW GRADE CONCRETE SiTE WORK +/- 4'-0" TO 9'-0" BELOW GRADE CONCRETE SiTE WORK 9 GRADE (U.N.O.) CONCRETE OR ASPHALT DRIVEWAY WiTHiN R.O.W. 9 GRADE APPROX. FiN. GRADE OR SURFACE ELEVATION OF PROPOSED CONSTRUCTION (VERIFY SiTE FINISHES W/ CiViL ENGINEER) AREA DESIGNATED FOR PLANTING REPLACEMENT TREES - SEE ADDITIONAL BOX NOTE, TH15 SHEET TREE LEGEND REFER TO ARBORiST'S REPORT FOR TREE TABLES INCLUDING IDENTIFICATIONS & DESIGNATIONS 27 F TREE DIAMETER, SPECIES, AND TAG [25] G EX. TREE TO REMAIN W/ CRITICAL ROOT ZONE INDICATED ( X ) EX. TREE TO DE REMOVED TREE DESIGNATED BY ARDORiST AS X DEAD, DYING, INJURED, OR D15EA5ED (TO DE REMOVED AND NOT COUNTED TOWARD SIGNIFICANT TREE TOTALS) 0 EX. OFF -SITE TREE TO REMAIN W/ CRITICAL ROOT ZONE INDICATED TREE PROTECTION FENCING AS REQUIRED DY CiTY OF EDMONDS TO DE PROVIDED AT DRiP LiNE OR GREATEST EXTENT POS5I13LE OUTSIDE AREA OF WORK ARDORiST SHALL DE CONSULTED ON PROTECTION FENCING LOCATIONS AND SHALL EVALUATE TREE CONDITIONS PRIOR TO AND DURING EARTH PISTURDANCE AND CONSTRUCTION. ENCOUNTERS WiTH ROOT SYSTEMS SHALL BE REPORTED TO ARDORiST FOR MITIGATION MEASURES. SEPARATE R.O.W. PERMIT TO INCLUDE REMOVAL OF TREES AS INDICATED, NECESSARY FOR UTILITY TRENCHING AND DRIVEWAY CONSTRUCTION. SEE ALSO SiTE PLAN, CiViL PLANS, AND ARDORiST REPORT. TREE REPLACEMENT REQ'S PER ECDC 23.10.080 MiN. 30% OF EX15TiNG ViADLE SIGNIFICANT TREES MUST DE MAINTAINED. CURRENT RETENTION PERCENTAGE FOR TH15 PROJECT = 35.71% FOR TH05E TO BE REMOVED: 6" -10" PIA. = 1 REPLACEMENT TREE 10.1" -14" = 2 REPLACEMENT TREES 14" - (LESS THAN) 24" = 3 REPLACEMENT TREES 24" AND GREATER = SEE NOTES 13ELOW REPLACEMENT NOT REQUIRED iF: - TREE 15 HAZARDOUS, DEAD, DISEASED, INJURED, OR DECLINING COND. - EXISTING TREE CAN DE MOVED TO A SUiTA13LE PLANTING SiTE FEES iN LiEU: iF REPLACEMENT ON SiTE 15 iNFEASiDLE (AND THiS MUST DE VERIFIED WiTH AN ARDORiST'S REPORT), THEN FEES MUST DE PAiD INSTEAD: $1,000 PER EACH REPLACEMENT TREE THAT CANNOT DE PLANTED TREES GREATER THAN 24" PIA. ("LANDMARK TREES") TO DE REMOVED CANNOT DE REPLACED AND MUST DE MITIGATED BY FEES. FEE WiLL DE THE ASSESSED VALUE OF TREE (ASSESSMENT PROVIDED iN ARDORiST'S REPORT). EXCEPTIONS: iF AT LEAST 50% OF EXi5TiNG ViADLE SIGNIFICANT TREES ARE DEiNG MAINTAINED, THEN FEES iN LiEU - INCLUDING ASSESSED VALUES OF LARGER TREES - MAY DE WAIVED. HOWEVER, REPLACEMENT 15 ALWAYS THE FIRST OPTION. (EXCEPTION 15 CURRENTLY NOT DEiNG MET.) CAPPED FEES: iN NO CASE SHALL THE REQUIRED FEE-iN-LIEU PAYMENTS EXCEED $2.00 PER SQUARE FOOT OF LOT AREA. LOT AREA = 20,020 SF. FEES FOR TREE MITIGATION FOR THiS PROPERTY SHALL NOT EXCEED $40,040.00. LL1 U z w J n Cfl O 00 � W U w � Q 0 cn Z LLJ � Z Z LL L U 00 w O U 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON I STATE OF WASHINGTON H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 6/28/2023 REV 1: 2/27/2024 REV 2: 6/13/2024 REV 3: 8/28/2024 PERMIT SET TREE RETENTION & PROTECTION PLAN RESUB Sep 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 03 LEGAL DESCRIPTION (PER STATUTORY WARRANT DEED RECORDING #202204290646) TOPOGRAPHIC & BOUNDARY SURVEY LOT 2, CITY OF EDMONDS SHORT PLAT NO. PLN-2017-0020 RECORDED UNDER RECORDING NO. 201608265001, BEING A PORTION OF LOTS 63 AND 64, TALBOT PARK, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 107, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. BASIS OF BEARINGS ACCEPTED THE BEARING OF N 85°09'00" E BETWEEN MONUMENTS FOUND ALONG THE CENTERLINE OF FREDERICK PLACE, PER REFERENCE NOS. 1 & 2. REFERENCES R1. RECORD OF SURVEY, AUDITOR'S FILE NO. 201908265001, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. R2. RECORD OF SURVEY, AUDITOR'S FILE NO. 7612090241, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. VERTICAL DATUM NAVD 88 PER GPS OBSERVATIONS SITE TEMP. BENCHMARK DESCRIPTION: SET PK NAIL & RED WASHER LOCATION: IN ASPHALT OF FREDERICK PLACE; APPROX. 52.8' SE'LY OF FOUND IRON PIPE NEAR SUBJECT SW PROP COR. ELEVATION: 47.48' SURVEYOR'S NOTES 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN MARCH OF 2023. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE SERVICE (800-424-5555). 4. SUBJECT PROPERTY TAX PARCEL NO. 00594400006402 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 20,020 S.F. (0.46 ACRES) 6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN HEREON. 7. EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS ARE MEASURED FROM THE FACE OF THE SIDING UNLESS OTHERWISE NOTED. 8. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. LEGEND 0 ASPHALT SURFACE BENCHMARK CENTERLINE ROW coo CLEANOUT CULVERT PIPE X X FENCE LINE (CHAIN LINK) FENCE LINE (WIRE) FIRE HYDRANT ►fit INLET (TYPE 1) MONUMENT (IN CASE, FOUND) NAIL AS NOTED P POWER (OVERHEAD) PP0---0 POWER POLE W/ LIGHT PROPERTY LINE (SUBJECT) REBAR & CAP (SET) O IRON PIPE (FOUND) RIGHT-OF-WAY LINES SS^ SEWER LINE () SEWER MANHOLE SD STORM DRAIN LINE SIZE TYPE O° TREE (AS NOTED) W WATER LINE WM ❑ WATER METER WV DQ WATER VALVE ARBORIST TAG C.C. CENTER CHANNEL CALC'D CALCULATED CB CATCH BASIN COR CORNER DEC DECIDUOUS EVG EVERGREEN LS# LAND SURVEYOR NUMBER MEAS MEASURED MON MONUMENT PROP PROPERTY (R) RECORD DATA SSMH SANITARY SEWER MANHOLE SSS SANITARY SIDE SEWER SF SQUARE FEET VICINITY MAP N.T.S. Emily D. Austin, LMT9 15 g SI TE TE d ©hike path County Park raoms!sw OtU^Pi. via" < 3 •''� t reca P.sw e ^ S ark d Elroi Adult Family Home Q I rstm St oNmvwv ; N n ; s aaa"ww f � i f d !aa,nssw rant, sz sw � a 3 S; 3 Seaview Park P E R R I N V I L L E StBrlmit T.:wer 5 io wo VZ U 0 zo oN Mo 0 in o m SSMH RIM=45.30' IE 10"CONC =36.22'(C.C.) STEEP SLOPE/BUFFER DISCLAIMER: THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT ARE BASED SOLELY ON OUR GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE PUBLIC DOCUMENTS; AS SUCH, TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY, TLJC I Ik AITC Akin CVTCkIT nE' AAIV =E-En Cl nn=' AC`C`nrq A-rEn %A/ITLJ AAIV C`CT0A/'111C` /lr) W U z N W _ o 0CL o — 1 U) i Q W o O z LL Q J 0 w � U � � CL ULU O U on JOB NUMBER: 230365 DATE. 03110123 DRAFTED BY. TLR CHECKED BY. JGM/TBH SCALE: 10' DEPARTMENT SHEET NUMBER 1 OF 1 A A3.1 B A3.0 A A3.0 A B A A3.2 A3.2 IV N ARCHITECTURAL FOUNDATION PLAN (FOR REFERENCE ONLY w U z w J n Cfl o O 00 � U � Q W w 0 cn z � o z Q LL L0 � _ o U 00 w O U 9716 REGISTERED ;ARCHITECT lz� HEIDI MICHELLE HELGESON I STATE OF WASHINGTON H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 6/28/2023 REV 1: 2/27/2024 REV 2: 6/13/2024 REV 3: 8/28/2024 PERMIT SET ARCHITECTURAL FOUNDATION PLAN RESUB Sep 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE:1/4" = P-0" NOTE: 1. ARCHITECTURAL FOUNDATION PLAN FOR REFERENCE ONLY. 2. REFER TO 5TRUCTURAL ENGINEERING FOR ALL STRUCTURAL INFORMATION A1.0 ALL DIMENSIONS ON THiS PLAN ARE TO FACE OF CONCRETE U.N.O. (Window well construction to meet section, B A B A . R310.2.2 A3.1 A3.2 A3.2 A3.3 y�'�'�'�'�'�'�'�'�'j 59'-8" 16'-10" 4'-81/2" 12-31/2" N 24'-2" L11 o 0 21'-2 1/2" 2-11 1/2" WOOD 5TEP5 & PERMANENT LADDER REQ'D 12" 6'-0" CLEAR LANDING ABOVE (SEE z iF WELL DEPTH EXCEEDS 44" MiN. INSTALL CONCRETE WINDOW WELL, F.O.S. ALSO NORTH ELEV.) (SEE ALSO SEC. A/A3.3) REFER TO STRUCTURAL Z WINDOW 8"X16 8"X16 U UP 9 WELL 0 CRAWL CRAWL VENT VENT b = <o (MiN. 9 S C) L 8"X16 EXT. 2X6 WOOD CONC. RETAINING CRAWL WALLS ADJ. TO WALL PER STRUCT, __________ VENT UNDER -TERRACE TYP. Cad BASEMENT : 0 () � VERIFY WIDTH FOR STORAGE AREA, PERIMETER, U.N.O. N WINDOWFRMG A Em TYP. - L--JL--J - CONIC. WO. ALL A3.1 N PROVIDE 2x6 FURRED WALL - FUTURE - POOL EQUIP. BY OTHERS WiTHiN MECH. ROOM FOR WET BAR (VERIFY LOCATION, iN5TALLTiON, RECESSED FiRE SPRINKLER & VENTILATION REQ'S W/ EQUIP. CONTROLS CABINET, LOCATION TO PROVIDE PLUMBING STUB- MFR. & POOL DESIGNER) BE CONFIRMED OUTS FOR FUTURE WET BAR 17'-0" PROVIDE GAS STUB -OUT FOR POOL EQUIP. PER MFR. 5'-10" o (COORD. LOCATION W/ EQUIP.) (VERIFY) F.O.S. v F.O.S. TERRACE ABOVE C.L. C.L. 435.4 So ft FiRE P05T POST PER STRUCTURAL POST o SPRINKLER (RECTANGULAR POST MAY BE POOL &POOL 9'-61/2" 4'-31/2" 7-8 1/2" CONTROLS ORIENTED EITHER WAY - BUILDER DECK ABOVE 11'-7" 3'-6" 4'-4 1/2 TO COORD. PREFERRED BY OTHERS 8"X16 11, - ui INSTALL R-21 GATT 9) cri ORiENTATiON W/ CLIENT r\ CRAWL o A.O. SMITH PROLiNE XE o G iNSUL. WALLS, TYP. UL 0 LL VENT CONDENSING TANKLESS rn GAS W.H. (MiN. UEF 0.91). -, UNFINISHED LOWER FLOOR g 3 1 SEE ENERGY CREDIT V (UNCONDITIONED) STTRUCTURAL A3.0 A4.0 A .1 F.0.5. INFO ON SHT. 01 MECH J CONCRETE S.O.G. (INSULATED) 03 8'X16 CONCRETE S.O.G. S.D./C.M.D EL = 42.62' CRAWL EXT. 2X6 WOOD WALLS ADJ. TO FUTURE O LOWER FLOOR VENT UNDER -TERRACE HVAC #1 STORAGE AREA, 30"X36" (SERVING HVAC #2 - TYP. (INSULATED CLEAR LOWER (SERVING �' 2x6 PROVIDE PLUMBING o L` WHERE INDICATED) I LEVEL MAiN LEVEL) (iNSUL) STUB -OUTS FOR I ELEC. I FUTURE BATHROOM F�0�5� PLANTERS AND I I 1 I 1 SUB I FIXTURES (LAVATORY, P055. HVAC I 1 k-a -7 !PANE I ;;' ;� 02 TOILET, & SHOWER ) IVI CHASE ABV. LANDSCAPE X L- -_ ��L_ G y L JI I STEPS ABOVE C" F.0.5. 0 4'-3 1/2" UTILITY i u - . . CHASE ABV. INSTALL ELEC. EQ L EQ Cq ------------ SUB PANEL, PORK #TM9V080B12MP12C) � --� ' I I VERIFY LOC. TWO -STAGE VARIAB UPLE + > 04 O + ; W/ OWNER SPEED ECM GAS FURNACE, i 0i TYP. t----- -y PROVIDE PLUMBING ==== = _ J______________________ �p STUB -OUTS FOR SiTE RETAINING ;STACKED: FUTURE SiNK AND Q WALLS PER CiViL ; ELEC W/D' STACKED WASHER/ °L - FUTURE WALLS (FUT.) ; DRYER = N (DASHED, TYP.) O 4'-101/2" 7'-6" 3'-0" L LL MTI vra ATIMJEM N 0 X ° STAIR 14'-6" c� 03 FUTURE WALLS & (INSULATED) 711/1 " LOWER o DOOR (DASHED, TYP.) o CONCRETE LC r 1 " UP TO FLOOR S.O.G. W/ GIV L GRP. ENTRY COURT CONCRETE OR O1 F.O.S. PAVERS 4x8 POST ------ HANDRAIL (34" - 38" HT.) AREA DRAINS 9 ENTRY COURT, TYP. PER CiViL - SiTE RETAINING WALLS PER / CiViL s 9'-41/2" PER STRUCT. EXT. 2X6 WOOD FRAME WALL 9 ENTRY COURT, TYP. '1 ° u �=J I I I L= ------------ --------------------------- F.O.S. rn 0 INSTALL R-21 GATT @ iNSUL. WALLS, TYP. �PROViDE PLUMBING STUB -OUTS FOR FUTURE BATHROOM FIXTURES _ N (LAVATORY, TOILET, & SHOWER) `� r ENTRY PORCH ABOVE 1 `p SLAB ON GRADE ABOVE 1 PER STRUCTURAL I- - - - - - - - - - - - - - - - J ccq Q A B A A3.2 A3.2 A3.3 ALL EXTERIOR DIMENSIONS ON THiS PLAN ARE TO FACE OF CONCRETE U.N.O. CONC. RETAINING WALL PER STRUCT, TYP. Cad BASEMENT PERIMETER, U.N.O. 18'-9" I. 6'-1" R403.1.3 CONTINUOUSLY BURNING PILOT LIGHTS: THE NATURAL GAS SYSTEMS AND EQUIPMENT LISTED BELOW ARE NOT PERMITTED TO BE EQUIPPED WiTH CONTINUOUSLY BURNING PILOT LIGHTS 1. FAN -TYPE CENTRAL FURNACES 2. HOUSEHOLD COOKING APPLIANCES EXCEPTION: HOUSEHOLD COOKING APPLIANCES WITHOUT ELECTRICAL SUPPLY VOLTAGE CONNECTIONS AND iN WHICH EACH PILOT LIGHT CONSUMES LESS THAN 150 BTU/HR 3. POOL HEATERS 4. SPA HEATERS 5. FIREPLACES EXCEPTION: ANY FIREPLACE WiTH ON -DEMAND, INTERMITTENT OR INTERRUPTED IGNITION (AS DEFINED iN ANSi Z21.20) i5 NOT CONSIDERED CONTINUOUS. -- - -- o I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I A I A3.1 I I I I I I I I N ° I I GARAGE S.O.G. ABOVE N I I I I � 3 1 B A4.0 A4.1 A3.0 I I I I I I I I I I ' I I ' L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I � I L- - - - - - - - - - - - - - - - - - - - - - - - - - -- N 1 2 A A4.0 A4.0 A3.0 NOTES: 1. ALL EXTERIOR DIMENSIONS ARE GIVEN TO THE FACE OF CONCRETE (F.O.C.) RETAINING WALL, UNLESS NOTED AS FACE OF STUD (F.O.S.). 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE TO CENTERLINE OF ROUGH OPENING, U.N.O.; REFER TO SCHEDULE & MANUFACTURER FOR OPENING SiZE. 3. SEE ATTACHED WSEC FORMS FOR ENERGY CODE COMPLIANCE INFORMATION. 4. INSTALL SMOKE DETECTORS (S.D.) AT LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 5. INSTALL CARBON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF THE BEDROOMS. THE ALARM AND SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R315.3 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 6. SMOKE DETECTORS (S.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO BE INSTALLED 3'-0" MINIMUM FROM BATHROOM DOORS. 7. ALL GAS FIREPLACE HEATERS (iF PROVIDED) RATED TO AN51 Z21.88 SHALL BE L15TEP AND LABELED WiTH A FIREPLACE EFFICIENCY (FE) RATING OF 50 PERCENT OR GREATER iN ACCORDANCE WiTH CSA P.4.1. VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) CERTIFIED TO ANSi Z21.50 SHALL BE LISTED AND LABELED, INCLUDING THEIR FE RATINGS, iN ACCORDANCE WiTH CSA P.4.1. VENTILATION REQUIREMENTS VENTILATION NOTES: WHOLE HOUSE VENTILATION TO BE INTEGRATED INTO THE FORCED AiR SYSTEM TO MEET iRC M1505.4.3. PROVIDE CONTINUOUS AIRFLOW OF MiN 120 CFM. WATER HEATER REQUIREMENTS INSTALL TANKLESS GAS W.H. WiTH MiN. UEF 0.91 AT LOWER FLOOR LEVEL TO SERVE MAiN FLOOR. SEE ENERGY CREDIT INFO ON SHT. 01. SEE FLOOR PLAN FOR EQUIPMENT SPEC. 1. PROVIDE SHUTOFF VALVE @ CONNECTION TO APPLIANCE. 2. PER iRC M1307.2 ANCHOR OR STRAP WATER HEATER APPLIANCE TO RESIST HORIZONTAL DISPLACEMENT CAUSED BY EARTHQUAKE MOTION. STRAPPING SHALL BE PROVIDED PER MANUFACTURER'S RECOMMENDATIONS. HVAC REQUIREMENTS 1. INSTALL FORCED AiR FURNACE TO PROVIDE HEATING, COOLING AND VENTILATION TO EACH FLOOR OF THE HOME AS INDICATED ON THE PLANS. 2. PER iRC 1505.4: PROVIDE WHOLE HOUSE VENTILATION SYSTEM INTEGRATED WiTH THE FORCED AiR SYSTEM. 3. INTEGRATED WHOLE HOUSE VENTILATION SYSTEM SHALL OPERATE CONTINUOUSLY. PROVIDE CONTROLS TO ALLOW OPERATION OF VENTILATION SYSTEM WITHOUT NEED TO OPERATE HEATING SYSTEM. A LABEL SHALL BE AFFIXED TO THE CONTROLS THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)" 4. CONTINUOUS WHOLE HOUSE MECHANICAL VENTILATION MiNiMUM AIRFLOW RATE OF 120 CFM. REFER TO iRC TABLE M1505.4.3 (1). GROSS FLOOR AREA LOWER FLOOR (MEASURED FROM EXTERIOR FACE OF EXTERIOR WALLS AND INCLUDING STAIRWELLS AT EACH FLOOR PER ECDC 21.30.040) LOWER FLOOR AREA (CONDITIONED): 270.1 SF LOWER FLOOR (UNCONDITIONED): 2,797.3 SF TOTAL LOWER FLOOR AREA: 3,067.4 SF TOTAL CONDITIONED AREA (ALL FLOORS): 5,556.7 SF N LL1 U z w J Cfl O 00 C/) LL1 U rn Q W 0 cn z LLJ � C) Z LL L G U 00 w O U 9716 REGISTERED ;/Z� ARCHITECT �n•/M�- HEIDI MICHELLE HELGESON I 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: 6/28/2023 REV 1: 2/27/2024 REV 2: 6/13/2024 REV 3: 8/28/2024 PERMIT SET LOWER FLOOR PLAN RESUB Sep 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LOWER FLOOR PLAN SCALE:1/4" - 1'-0" ® NEW WALLS (ALL EXTERIOR WALLS TO BE CONCRETE RETAINING PER STRUCTURAL, U.N.O.) A1.1 95'-51/2" -1011 3'-0" 17'-0" 24'-2" 18'-6" 9'-2" 11'-81/2" 4'-21/2" 10'-1" 4'-21/2" INSTALL RANGE HOOP- HOODS v OVER 400 CFM REQUIRE MAKE UP B A o m B A AiR ViA DAMPER. MAKE UP AiR TO A3.1 A3.2 w A3.2 A3.3 BE INTERLOCKED WiTH FAN PROVIDE GAS � �[_3P MAX 7 3/4" OPERATION AT A RATE APPROX. STUB -OUT cz < X 2T MIN. EQUAL TO THE EXHAUST AiR RATE FOR BBQ N w Lu < PER M1503.6. VERIFY W/ MFR oz =" VERIFY o Q N Q O _ .� ULJRANGE HOOD SPECS. X X o MIN. BUiLDiNG - � -1 w z PATIO Q o'er ~ Q INSTALLATION � o"~ < ( �o m PARTIALLY SETBACK LiNE X w = COVERED) p >_ w - 2 (D YO MTFQ'S W/ BBQ L(FUT) HEAT r 14 HEAT 15 = o "= L PUMP #1 J C Ls "= C L PUMP #2 C L -- - -- ---��-�- ---- - --- - --- - - - - WOOD-FRA ED WINDOW WELL I FR BBQ G I ^ ° I LANDING ( EE DN 13 (SEE LOWER FLR HiTACHi #HVAHP036B215 VRF 3-TON I hIIVK I tH.B• FOR MORE INFO HEAT PUMP (MiN. HSPF 11.0), TYP. SEE POOL&POOL NORTH ELC .L C L) ENERGY CREDIT INFO ON SHT. 01 (VERIFY DECK BY I PROVIDE WATER, SEWER, AND ELEC. LOC. FOR CURRENT &FUTURE UNITS PER OTHERS FLUSH MFR). UNiT SHALL BE WALL -MOUNTED TO 1:1 FOR CABiNETD00BR51BY CLIENT) & 105 I I I "NK 1 ___rEXTERIOR WALL USING BRACKET AS BREAKFAST I 1 �V�DW 1 OPEN APPROVED BY MFR. MOUNTED UNiT I I FRAME HALF -WALL GUAR (SEE SEC. /A3.1) J HARDWOOD I I 36" ELEC. 1 J SHELVES SHALL NOT PROJECT INTO REAR N A3.1 - - - - - - - - - - - - - - - - - - 1O4 - KITCHEN CO KTOP SETBACK MORE THAN 30 , TYP. MEASUREMENTS C3tOUTDOOR MEDIA/PLAY ROOM KITCHEN CABINETS & I I 91-611 5'-8" 1 < HARDWOOD POSTS & BEAMS KITCHEN ISLAND ARE TO o N PER STRUCTURAL 1 (COVERED) CABINET FACE, TYP. 1 12" DP. INSTALL SOUND BATTS 9WRAP PER DETAIL APPL. MEDIA ROOM WALLS, TYP. I I 4'-81/2" 19'-51/2" I GAR. DROPPED BM PER 1 ISLAND p 4'-11 1/2" 3'-8" 9'-5" 1 L TRUCT (APP. GRADE) 1 2'-1 1/2" 4'-1 1/2" 3'-2" - - - - - - - = --- --- --- --- - -- ° EQ. EQ. I POST PER REF 114 r(�� Q BM ABV, GREAT ROOM ;1 1 STRUCT, 0 WRAPPER HARDWOOD c' 2-61/2" 6'-611 TERRACE N CLO _ (OPEN ABOVE) 117 FULL -HT 113 (UNCOVERED) I ;1 DROPPED CAFT N C L R&5 WOOD -FRAMED I I BM PER � II �A/, STEPS Cad LAND'G. N ;I I STRUCT Val 1'-7" 4'-11" z w I SEE SEC. B/A3.1 0 o B 3 1 J 103 61/2" 61/2" � I I (APP. ��\ J w S. ./C.M.D _ A3.0 A4.0 A4.1 c' O 15'-61/2" GRADE) _ '- - PANTRY - = - 36 HT GUARD I i1 1 N \%kEl HARDWOOD � c a? HOOKS & BENCH STOR. I TERRACE 3'-5" 2'-11" 2'-11" 3'-5" I I O WET \ o O POOL & POOL o (COVERED) FULL ARCH FULL ARCH BAR PLANTER PLANTER w I 7'6"X12'6" " ;1 1 MUD/DROP DECK BY 5-6 C L 5-6 91/2 I I :L'LE DBL 112 OTHERS I 10 :D'-0" SPRING PT 36" ELEC FiREPLAC SPRING PT EL = 51.751 ? VEN TILE 7-81/2 „ (VERi APPL. W/ ;1 I MAiN FLOOR _ � LEC.)j 3'-4" EQ. PLANTER o 5-61/2 2-2 OW NER I I _ ) UTiLiTY ;I I C� C 2'-7" 2'-81/2" 11'-31/2" 3'-10" 110 = DN I tH.B. C L FLUSH - - - - CHASES it I FEATURE = 0 EN SHLVS OI7EN SHLVS -JI I WALL Cagy HALL HDWD FOSS. HVAC STOR. ABOVE 1/m ABOVEUBUFFET CHASE GONG. LANDSCAPE 36" HT ND L/- - - - - - - - - - STEPS & PLANTER GUARD 6 wj � N a? BUFFET FLAT ARCH OPENING* N c� CURBS; MAX. 7 3/4' DN 7 8 8 8 118 5-11 3 11 RISER / MiN.10" 1 N 8'-0" WIPE EQ. EQ. TREAD, TYP. (COORD. BENCH SEATING/ cs I I FINAL DESIGN iN STOR. & HOOKS w UP PORT - o z C L 0o� FIELD & W/ POOL J Ix z - PECK DESIGNER) 36" HT GUARD POOL/LNDRY 119 = STRUCT, a? Q z - = o �w- TiLE F - HW GUEST _ � � �Riz P L I u- In 1� 3 5' WIC _ DETAIL FORMAL DINING Q FLUSH ATH 1 F '� ® HDWD O HARDWOOD c' N PLANTER STACK ac TILE O = 1 SiNK ELEC LAV 126 z 120 04 N D *FLAT ARCH OPENINGS: OPEN SHELVES Q � -, � SPRING PT. 5'-6" A.F.F. o o TiLE CROWN HT. 7"-6" A.F.F. SiTE RET'G WALLS 50 CFM EXHAUST N GUESTF1 Q HALL F " N BELOW; SEE ALSO FAN, VENT OUTSIDE TO N 125 BATH _ _ _ _ _ _ _ _ _ _ m 36" HT GUARD LOWER FLOOR PLAN TiLE HDWD SOUND BATTS Cad � � o - CLO _j (3 I 1 0 -- BATHROOM WALLS F _ o � R&S < " 1 LIVING FORMAL F H.B. o O G LOWER 80 CFM EXHAUST FAN, C'2 L-_ - = HARDWOOD 1 2 D FLOOR J VENT TO OUTSIDE 5 121 50 CFM EXHAUST FAN, 1 (VAULTED) A3.0 A4.0 A4.0 ENTRY �' r- VENT TO OUTSIDE I 10 GUEST TUB/ 1 _ >=n C L Pn J L N H N RA L COURT N i (BELOW) EGRESS HARDWOOD DN SOUND BATTS Ca 36" HT GUARD SiTE STAIRS TO LOWER FLR cz ENTRY COURT; SEE LOWER < SiTE RET'G FLOOR PLAN FOR MORE INFO. WALLS BELOW; SEE ALSO LOWER FLOOR PLAN *FOR ADDITIONAL NOTES, SEE SHT. A1.1 * B NOTES: A3.1 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE TO CENTERLINE OF ROUGH OPENING, U.N.O.; REFER TO SCHEDULE & MANUFACTURER FOR OPENING SiZE. 3. SEE ATTACHED WSEC FORMS FOR ENERGY CODE COMPLIANCE INFORMATION. 4. INSTALL SMOKE DETECTORS (S.D.) AT LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 5. INSTALL CARBON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF THE BEDROOMS. THE ALARM AND SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R315.3 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 6. SMOKE DETECTORS (S.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO BE INSTALLED 3'-0" MINIMUM FROM BATHROOM DOORS. 7. ALL GAS FIREPLACE HEATERS (iF PROVIDED) RATED TO ANSi Z21.88 SHALL BE LISTED AND LABELED WiTH A FIREPLACE EFFICIENCY (FE) RATING OF 50 PERCENT OR GREATER iN ACCORDANCE WiTH CSA P.4.1. VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) CERTIFIED TO ANSi Z21.50 SHALL BE LISTED AND LABELED, INCLUDING THEIR FE RATINGS, iN ACCORDANCE WiTH CSA P.4.1. MAIN FLOOR PLAN i�9W J � _ (s) z w - w OFFICE HARDWOOD A A3.2 F wil lr _j BATHROOM WALLS 5'-711 w O L9 S D 124 122 o ENTRY TiLE 123 0 2'-0" 4'-41/2" 0 101 S.D. FLUSH 07L C L L CV ENTRY PORCH CONCRETE MiN. BUILDING 0 = o SETBACK LiNE mG I, m - - - _* - - - - - - - - - - - - - m - -, r- - - - - - - - - - - - - - - - - - I w Q z 36" ELEC JI J Lu o FIREPLACE • �I w w (VERIFY APPL. .E HDWD II W/ OWNER) - - - - - - - - m - - - - - - - - - 1 DECO. BOX - - - - - - - BEAMS ABV I FLUSH I DROPPED RIDGE BM Iuj PER STRUCT. - - - - - - - - - - J L - - - - - - - - - m 05CL PLANTER �A3.3 ENTRY WALK 95'-5 5'-71/2" 2-31/2" SiTE RETAINING B WALL PER CiViL A3.3 WHERE OVER 4'-0" TALL CONCRETE p Q CONCRETE LAN iNG MiN. BUILDING - LL LANDING 5' 4' SETBACK LiNE o Iz < 11'-7"X4' ULJ HEAT ���� C LI PUMP #3 "= C L I 106 READY PROVIDE FOR (1) EV-READY rd I PARKING SPACE PER ECDC TABLE \ / 17.115.040 (INCLUDES ELECTRICAL PANEL CAPACITY & RACEWAY W/ \ / CONDUIT TO TERMINATE iN A J-BOX / X \ OR 240V CHARGING OUTLET) N MiN.1/2 GWB APPLIED TO GARAGE SiDE OF WALL / \ SEPARATING DWELLING SPACES, I EXTEND TO ROOF SHEATHING I R21 GATT INSULATION Cad WALLS SEPARATING CONDITIONED SPACE AND GARAGE, TYP 4'-01/2" INSTALL HEAT DETECTOR TO F.O.S. AT GARAGE PER iRC R314 D GARAGE N CONCRETE w N N H.D. S.O.G. o 'i: MiN. BUILDING 0 cn SETBACK LiNE SLOPE GARAGE TO BE FLUSH WiTH MAiN FLOOR Cad MUDROOM ENTRY 3 1 B I A4.0 A4.1 ________________ T.c MiN. FiRE RATED - \ / I I SELF-CL05ING DOOR \ / I Q x ELEC. X;w PANEL FLUSH / \ w �zs I N CL CL Q) L.L 0 T) TRENCH DRAIN PER CiViL I NEW CONCRETE SiTE RETAINING I DRIVEWAY WALLS PER CiViL WHERE OVER 4'-0" TALL CV 1 2 A A4.0 A4.0 A3.0 N -+/-1'-6" (VERIFY W/ SELECTED F.P. INSTALL REQT'S) I I � I \ �o w `� NEW CONCRETE v DRIVEWAY � w 00 � � I O z I CV I CV C� I - - - - - - - - - - - - - - - - - - - - - - - - - - -J 6'-6" 33'-311 AN SiTE RETAINING WALLS PER CiViL WHERE OVER 4'-0" TALL GROSS FLOOR AREA MAIN FLOOR (MEASURED FROM EXTERIOR FACE OF EXTERIOR WALLS AND INCLUDING STAIRWELLS AT EACH FLOOR PER ECDC 21.30.040) MAiN FLOOR AREA (CONDITIONED): 3,064.3 SF GARAGE (UNCONDITIONED): 933.0 SF TOTAL MAiN FLOOR AREA: 3,997.3 SF TOTAL CONDITIONED AREA (ALL FLOORS): 5,556.7 SF N LLJ U z wo J Cfl O 00 W LIJ U rn Q W 0 cn z LLJ � C) Z LL L U 00 w O U 9716 REGISTERED ;/Z� ARCHITECT /Ill• HEIDI MICHELLE HELGESON I 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: 6/28/2023 REV 1: 2/27/2024 REV 2: 6/13/2024 REV 3: 8/28/2024 PERMIT SET MAIN FLOOR PLAN RESUB Sep 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al .2 SCALE:1/4" - 1'-0" ® NEW WALLS (ALL EXTERIOR WALLS TO BE 2X6 U.N.O. - ALL INTERIOR WALLS TO BE 2X4 U.N.O.) N_ LD o� N O N_ N A3.1 = r©TO �1. - • ARK l Mrs ffim 61"Mmil - • 17'-0" 24'-2" 12'-5" 14'-51/2" 11 2-61/2" 12'-0" 12'-2" 8'-6" 5'-11 1/2" 4'-0 1/2" 5'-7 3/4" 6-61/4" 6-2 1/2" 6-2 1/2" B A B A A3.1 A3.2 A3.2 A3.3 N 27 EGRESS 50 CFM EXHAUST 30 C L C L EGRESS FAN, VENT TO ROOF BELOW OUTSIDE p 29 13UILT-iN SHELVING 28 C L C L EGRESS ALIGN 203 Li m BUILT-IN - ALIGN BED 2 CRAFT ROOM/ CLO SHELVING HARDWOOD 26 OFFICE R&S F 141-411 HARDWOOD N BATH 3 2O7 BED 1 61-411 ROOF BELOW TiLE U�5 HARDWOOD 11-91, 0 ( 4'-11 1/2" CLO FLUSH 216 R&5 204 0 202 0 w 36" HT C D GUARD 206 MIN. 2'Ox3'0 2'-4" Lq ATTIC ACCESS BALCONY - PECKING OVER SLEEPERS OVER FIBERGLASS WATERPROOF SURFACE FRAMELESS TEMP. GLASS SHOWER PANEL & DOOR 110 CFM EXHAUST FAN, VENT TO OUTSIDE 50 CFM EXHAUST FAN, VENT TO OUTSIDE 209 S.D. I ARCHITECTURAL III 1 - w WIC I ��WD BEAMS ABOVE 11,�' `p O 1 >1 �� HDWD I I `i I I I 1,11 1 S.D./C.M.D 208 c I I DROPPED RIDGE III = L ' - J w ? I I I I BM PER STRUCT. ,'GAULT 11 1 FLAT HALL 25 I I I CLG CLG 1'-0 1/2" HARD L- 210 eL----�a�--- \.���---ABV,e11ABV o WOOD T--- 51NK 2 I 1111 DROPPED 1 50 CFM EXHAUST L Q 11 1 BM PER FAN, VENT TO F SLOPE I I I I I I STRUCT OUTSIDE Z VANITY 211 � I 1/4:12 TO I I I I 1,,-' (OPEN TOIBELOW) �`., III 1 (APP. `p I � = DRAIN I 1 I 1`41 1 GRADE) w `� I z 2MIN ATTIC x30 1`1. 4'-10" FULL- LAUNDRY w J TiLE I I ATTIC 1 1 TiLE F 16 5' TUB/ SHWR 1 VERiF% I I I ACCESS 1 11 1 WIC 1136" HT `, w C L I I GUARD HVAC #3 (SERV. w 3 HDWD UPPER LEVEL- -- F- 201 - SECONDARY N OR MODE ) SEE LOWER L FLR J 212 213 A.O. SMITH p J 217 U 1 PROLiNE XE _ " OPEN ALIGN K CONDENSING n 0 SHELVES IILC HARDWOOD Q .I z 220 219 77 J < 0 3'_5 = C L 19 U PLACE S.D.9CLG WITHIN - - - - - -- � C�s 3'-0" OF PEAK OF VAULT I I = > 1 U 11 6-6 1 15'-101/2 7-41/2 = VAULT FLAT B NOTES: A3.1 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE TO CENTERLINE OF ROUGH OPENING, U.N.O.; REFER TO SCHEDULE & MANUFACTURER FOR OPENING SiZE. 3. SEE ATTACHED WSEC FORMS FOR ENERGY CODE COMPLIANCE INFORMATION. 4. INSTALL SMOKE DETECTORS (S.D.) AT LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 5. INSTALL CARBON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF THE BEDROOMS. THE ALARM AND SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R315.3 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 6. SMOKE DETECTORS (S.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO BE INSTALLED 3'-0" MINIMUM FROM BATHROOM DOORS. 7. ALL GAS FIREPLACE HEATERS (iF PROVIDED) RATED TO ANSi Z21.88 SHALL BE LISTED AND LABELED WiTH A FIREPLACE EFFICIENCY (FE) RATING OF 50 PERCENT OR GREATER iN ACCORDANCE WiTH CSA P.4.1. VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) CERTIFIED TO ANSi Z21.50 SHALL BE LISTED AND LABELED, INCLUDING THEIR FE RATINGS, iN ACCORDANCE WiTH CSA P.4.1. UPPER FLOOR PLAN 23 CLG CLG_ SITTING _-- - - - - --- r DN HARDWOOD I PRIMARY BED �:ARCHITECTURAL 10" HARDWOOD WD BEAMS 8'-11 1/2" (VAULTED) ABOVE 2-2" - - - - - - - - I L -- - - - - - - - BUILT-IN DiZnPPFD i�, w SHELVING A3.2 ROOF BELOW -31/2" 41 BELOW )'-2 1/2" 11'11 1/2" C Ls 80 CFM EXHAUST FAN, VENT TO OUTSIDE 9 N N C9 n LD O LD N 1 y 2 A A4.0 A4.0 A3.0 N 0 a B A3.3 ROOF BELOW R403.1.3 CONTINUOUSLY BURNING PILOT LIGHTS: THE NATURAL GAS SYSTEMS AND EQUIPMENT LISTED BELOW ARE NOT PERMITTED TO BE EQUIPPED WiTH CONTINUOUSLY BURNING PILOT LIGHTS 1. FAN -TYPE CENTRAL FURNACES 2. HOUSEHOLD COOKING APPLIANCES EXCEPTION: HOUSEHOLD COOKING APPLIANCES WITHOUT ELECTRICAL SUPPLY VOLTAGE CONNECTIONS AND iN WHICH EACH PILOT LIGHT CONSUMES LESS THAN 150 BTU/HR 3. POOL HEATERS 4. SPA HEATERS 5. FIREPLACES EXCEPTION: ANY FIREPLACE WiTH ON -DEMAND, INTERMITTENT OR INTERRUPTED IGNITION (AS DEFINED iN ANSi Z21.20)15 NOT CONSIDERED CONTINUOUS. WATER HEATER REQUIREMENTS INSTALL TANKLESS GAS W.H. WiTH MiN. UEF 0.91 AT UPPER FLOOR LEVEL TO SERVE UPPER FLOOR. SEE ENERGY CREDIT INFO ON SHT. 01. SEE FLOOR PLAN FOR EQUIPMENT SPEC. 1. PROVIDE SHUTOFF VALVE 9 CONNECTION TO APPLIANCE. 2. PER iRC M1307.2 ANCHOR OR STRAP WATER HEATER APPLIANCE TO RESIST HORIZONTAL DISPLACEMENT CAUSED BY EARTHQUAKE MOTION. STRAPPING SHALL BE PROVIDED PER MANUFACTURER'S RECOMMENDATIONS. HVAC REQUIREMENTS 1. INSTALL FORCED AiR FURNACE TO PROVIDE HEATING, COOLING AND VENTILATION TO EACH FLOOR OF THE HOME AS INDICATED ON THE PLANS. 2. PER iRC 1505.4: PROVIDE WHOLE HOUSE VENTILATION SYSTEM INTEGRATED WiTH THE FORCED AiR SYSTEM. 3. INTEGRATED WHOLE HOUSE VENTILATION SYSTEM SHALL OPERATE CONTINUOUSLY. PROVIDE CONTROLS TO ALLOW OPERATION OF VENTILATION SYSTEM WITHOUT NEED TO OPERATE HEATING SYSTEM. A LABEL SHALL BE AFFIXED TO THE CONTROLS THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)" 4. CONTINUOUS WHOLE HOUSE MECHANICAL VENTILATION MiNiMUM AIRFLOW RATE OF 120 CFM. REFER TO iRC TABLE M1505.4.3 (1). GROSS FLOOR AREA UPPER FLOOR (MEASURED FROM EXTERIOR FACE OF EXTERIOR WALLS AND INCLUDING STAIRWELLS AT EACH FLOOR PER ECDC 21.30.040) UPPER FLOOR AREA (CONDITIONED): 2,222.3 5F AREA OF FLOOR OPENING (NOT COUNTED TOWARD GFA): 248.2 SF TOTAL UPPER FLOOR AREA: 2,470.5 5F TOTAL CONDITIONED AREA (ALL FLOORS): 51556.7 SF A3.1 l I W U z wo J Cfl O 00 � Lu U � Q W 0 cn z LLJ � C) Z LL L U 00 w O U 9716 REGISTERED ARCHITECT 171�- HEIDI MICHELLE HELGESON I 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: 6/28/2023 REV 1: 2/27/2024 REV 2: 6/13/2024 REV 3: 8/28/2024 PERMIT SET UPPER FLOOR PLAN RESUB Sep 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al .3 SCALE:1/4" = 1'-0" ® NEW WALLS (ALL EXTERIOR WALLS TO BE 2X6 U.N.O. - ALL INTERIOR WALLS TO BE 2X4 U.N.O.) q 1 2 A3.0 A4.0 A4.0 ccq Q A B A A3.2 A3.2 A3.3 ROOF PLAN I I\V I I V L `L ) I it L I lw -L I "IN - % I -I %I I I\w/\ V Vf % I � 11 / 11 III \ I.� I LI\ V/ \ I V I\ MiN 15.9 5Q INCHES AT EAVES TYP ROOF AREA OVER MAiN FLOOR POOL/LAUNDRY = 35.3 5F REQUIRED VENTILATION AREA =0.12 5F OR 16.9 5Q INCHES (8.5 5Q INCHES AT THE EAVE; 8.5 5Q INCHES AT RIDGE) PROVIDE CONTINUOUS RIDGE VENT AT RIDGE = MiN 8.5 5Q INCHES PROVIDE (2)1-1/2" HOLES PER BAY = APPROX 5 BAYS W/ MiN 1.7 5Q iN PER BAY OR MiN 8.5 SQ INCHES AT EAVES TYP N w U z w J n Cfl o O 00 � U � Q W w 0 cn z � o z Q LL L0 � _ o U 00 w O U 9716 REGISTERED ;ARCHITECT lz� HEIDI MICHELLE HELGESON I 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: 6/28/2023 REV 1: 2/27/2024 REV 2: 6/13/2024 REV 3: 8/28/2024 PERMIT SET ROOF PLAN RESUB Sep 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE:1/4" = T-O" 0 UPPER FLOOR ROOF _ MAiN FLOOR ROOF APPROX. LOCATION FOR ROOFTOP SOLAR PANELS A1.4 DOOR SCHEDULE ID R.O. DIMENSIONS *SEE NOTE 1 DOOR LEAF DIMENSIONS TYPE THICK AREA (SF) NOTES U-VAL WIDTH HEIGHT W HT LOWER FLOOR 01 3'-2" 6'-101/2'' 3'-0" 6'-8" SWING iii 0'-1 3/4" 20.00 EXTERIOR DOOR, INSULATED 0.37 02 2'-10" 6-101/2" 2'-8" 6-8" iNT SWING 0'-1 3/8" 0.00 INSULATED, PROVIDE DOOR SEALS 0.37 03 3'-2" 6-101/2" 3'-0" 6-8" iNT SWING 0'-1 3/8" 0.00 INSULATED, PROVIDE DOOR SEALS, NO TRiM 0.37 04 3'-2" 6-101/2" 3'-0" 6-8" SWING iii 0'-1 3/4" 0.00 VER. HT UNDER TERRACE, NOWINSULATED 05 2'-8" 6-101/2" 2-6" 6-8" iNT SWING 0'-1 3/8" 0.00 NON -INSULATED, NO TRiM MAiN FLOOR 101 6'-2" 7-8 1/2" 6'-0" 7-6" FRENCH 0'-1 3/4" 45.00 EXTERIOR DOOR, INSULATED, TEMPERED 0.30 102 3'-2" 7-8 1/2" 3'-0" 7-6" SWING ii 0'-1 3/4" 22.50 EXTERIOR DOOR, INSULATED, TEMPERED 0.30 103 9'-2" 7-8 1/2" 9'-0" 7'-6" LiFT AND SLIDE 0'-1 3/4" 67.50 EXTERIOR DOOR, INSULATED, TEMPERED 0.30 104 9'-2" 7-8 1/2" 9'-0" 7'-6" LiFT AND SLIDE 0'-1 3/4" 67.50 EXTERIOR DOOR, INSULATED, TEMPERED 0.30 105 3'-2" 7-8 1/2" 3'-0" 7'-6" SWING 11 0'-1 3/4" 22.50 EXTERIOR DOOR, INSULATED, TEMPERED 0.30 106 2-10" 7-8 1/2" 2'-8" 7-6" SWING ii 0'-1 3/4" 0.00 GARAGE EXTERIOR MAN DOOR, TEMPERED N/A 107 9'-01/2" 7-7 3/4" 9'-0" 7-6" OVERHEAD 0'-1 3/4" 0.00 108 9'-01/2" 8'-13/4" 9'-0" 8'-0" OVERHEAD 0'-13/4" 0.00 109 18'-01/2" 8'-13/4" 18'-0" 8'-0" OVERHEAD 0'-13/4" 0.00 110 3'-2" 7-8 1/2" 3'-0" 7'-6" SWING ii 0'-1 3/4" 22.50 EXTERIOR DOOR, INSULATED, TEMPERED 0.30 111 3'-0" 7-8 1/2" 2'-10" 7'-6" SWING 0'-1 3/8" 0.00 SOLID CORE OR 20 MiN. RATED, SELF -CLOSING, iNSUL. 0.37 112 2'-10" 7'-5" 3'-0" 7-6" BARN 0'-1 3/8" 0.00 VER. R.O. W/ BARN DOOR MFR. 113 2'-10" 7-8 1/2" 2'-8" 7-6" SWING 0'-13/8" 0.00 114 3'-8" 7-8 1/2" 3'-6" 7-6" iNT FRENCH 0'-1 3/8" 0.00 115 3'-8" 7-8 1/2" 3'-6" 7'-6" iNT FRENCH 0'-1 3/8" 0.00 116 2'-10" 7-8 1/2" 2'-8" 7'-6" SWING 0'-13/8" 0.00 117 2'-6" 7'-5" 2'-8" 7'-6" BARN 0'-1 3/8" 0.00 VER. R.O. W/ 6AKN DOOR MFR. 118 2'-10" 7-8 1/2" 2'-8" 7-6" SWING 0'-13/8" 0.00 119 2'-6" 7-8 1/2" 21-4" 7-6" SWING 0'-13/8" 0.00 120 2'-6" 7-8 1/2" 21-4" 7-6" SWING 0'-13/8" 0.00 121 2'-8" 7-8 1/2" 2'-6" 7'-6" SWING 0'-13/8" 0.00 122 2'-10" 7-8 1/2" 2'-8" 7'-6" SWING 0'-13/8" 0.00 123 2'-10" 7-8 1/2" 2'-8" 7'-6" SWING 0'-13/8" 0.00 124 2'-10" 7-8 1/2" 2'-8" 7-6" SWING 0'-13/8" 0.00 125 2'-7" 7-8 1/2" 2'-6" 7-6" POCKET 0'-1 3/8" 0.00 VER. R.O. W/ POCKET DOOR MFR. 126 2'-6" 7-81/2" 21-4" 7-6" SWING 0'-13/8', 0.00 UPPER FLOOR 201 2'-10" 6-101/2" 2'-8" 6'-8" SWING ii 0'-1 3/4" 18.00 EXTERIOR DOOR, INSULATED, TEMPERED 0.30 202 2'-10" 6-101/2" 2'-8" 6'-8" SWING ii 0'-1 3/4" 18.00 EXTERIOR DOOR, INSULATED, TEMPERED 0.30 203 6'-2" 6-101/2" 6'-0" 6'-8" 131-PASS 0'-13/8" 0.00 204 2'-10" 6-101/2" 2'-8" 6'-8" SWING 0'-13/8" 0.00 205 2'-8" 6-101/2" 2'-6" 6-8" SWING 0'-13/8" 0.00 206 2'-10" 6-101/2'' 2'-8" 6-8" SWING 0'-13/8" 0.00 207 2'-8" 6-101/2" 2'-6" 6-8" SWING 0'-13/8" 0.00 208 2'-10" 6-101/2" 2'-8" 6'-8" SWING 0'-13/8" 0.00 209 2'-8" 6-101/2" 2'-6" 6'-8" SWING 0'-13/8" 0.00 210 2'-8" 6-101/2" 2'-6" 6-8" SWING 0'-13/8" 0.00 211 2'-6" 6-101/2" 214" 6-8" SWING 0'-13/8" 0.00 212 2'-8" 6-101/2" 2'-6" 6-8" SWING 0'-13/8" 0.00 213 2'-8" 6-101/2" 2'-6" 6'-8" SWING 0'-13/8" 0.00 214 2'-10" 6-101/2" 2'-8" 6'-8" SWING 0'-13/8" 0.00 215 5'-2" 6-101/2" 5'-0" 6'-8" 131-PASS 0'-13/8" 0.00 216 6'-2" 6-101/2'' 6'-0" 6'-8" 131-PASS 0'-13/8" 0.00 217 3'-0" 6-101/2'' 2'-10" 6'-8" SWING 0'-13/8" 0.00 218 2'-10" 6-101/2'' 2'-8" 6'-8" SWING 0'-13/8" 0.00 219 2'-8" 6-101/2" 2'-6" 6'-8" SWING 0'-13/8" 0.00 220 2'-8" 6-101/2" 2'-6" 6'-8" SWING 0'-13/8" 0.00 221 2'-6" 6-101/2" 21-4" 6'-8" SWING 0'-13/8" 0.00 222 2'-10" 6-101/2" 2'-8" 6'-8" SWING 0'-13/8" 0.00 TOTAL EXTERIOR DOOR AREA: 303.50 MP\NUI-/\Gl UKtK: INl tKIUK: 51MY5UN UK StLtC l tV, SULIV C UKt, Y/\NtL 5l YLt l .t�.5. EXTERIOR: TO BE SELECTED EXTERIOR DOORS TO BE NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER. GENERAL DOOR NOTES: 1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS 2. SEE ELEVATIONS FOR CONFIGURATION 3. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION 4. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS POOR TYPE: NOTE: 1. REFER TO SCHEDULE FOR ALL DIMENSIONS UNLESS NOTED OTHERWISE. 2. REFER TO ADDITIONAL GENERAL DOOR NOTES ABOVE UNLESS NOTED OTHERWISE. INTERIOR DOORS: r-� EXTERIOR DOORS: 0� PST-PAGG TNT FPF:M(.H TNT CWTNr en('KFT SWTNr WINDOW SCHEDULE ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER AREA (SF) NOTES U-VAL WIDTH HEIGHT LOWER FLOOR 01 5'-0" 3'-6" 6-101/2" H H.S. 17.50 EGRESS, TEMPERED 0.50 02 5'-0" 4'-0" 6-101/2" K H.S. 20.00 TEMPERED 0.50 03 5'-0" 4'-0" 6-101/2" K H.S. 20.00 TEMPERED 0.50 MAiN FLOOR 04 9'-0" 6'-0" 7'-6" L C/P/P 54.00 0.30 05 10'-0" 8'-6" 10'-0" G P/P/P 80.00 0.30 06 2'-6" 5'-6" 7-6" B P 14.00 TEMPERED 0.30 07 2'-6" 5'-6" 7'-6" B P 14.00 0.30 08 8'-0" 5'-6" 7'-6" G P/P/P 44.00 0.30 09 2'-0" 5'-6" 7-6" E C 11.00 0.30 10 5'-0" 5'-6" 7-6" M C/C 27.50 EGRESS 0.30 11 2'-6" 4'-0" 7-6" D C 10.00 0.30 12 9'-0" 6'-0" 7-6" G P/P/P 5.00 0.30 13 9'-0" 4'-5" 7'-6" 1 SH/SH/SH 39.60 0.50 14 5'-0" 4'-6" T-6" J C/C 22.50 0.30 15 5'-0" 4'-6" 7-6" J C/C 22.50 0.50 UPPER FLOOR 16 3'-0" 2'-0" 6-101/2" A A 6.00 TEMPERED, TRANSLUCENT 0.50 17 6-0" 4'-0" 6-101/2" J C/C 24.00 EGRESS 0.30 18 2'-0" 3'-0" 6-101/2" B P 6.00 0.30 19 2'-0" 3'-0" 6-101/2" B P 6.00 0.30 20 8'-0" 4'-6" 6-101/2" G P/P/P 56.00 0.30 21 8'-0" 5'-6" 6-101/2" F C/P/C 44.00 EGRESS 0.30 22 2'-0" 5'-6" 6-101/2" C C 11.00 TEMPERED 0.30 23 2'-0" 5'-6" 6-101/2" C C 11.00 TEMPERED 0.30 24 2'-6" 4'-0" 6-101/2" C C 10.00 TEMPERED; TRANSLUCENT 0.30 25 9'-0" 6'-0" 6-101/2" G P/P/P 54.00 TEMPERED 0.50 26 8'-0" 4'-6" 6-101/2" F C/P/C 5.00 TEMPERED (ONLY UNiT CLOSEST TO DOOR #202) 0.30 27 8'-0" 4'-6" 6-101/2" F C/P/C 56.00 EGRESS 0.30 28 2'-6" 3'-6" 6-101/2" C C 8.75 TEMPERED; TRANSLUCENT 0.30 29 8'-0" 4'-6" 6-101/2" F C/P/C 56.00 EGRESS 0.30 30 8'-0" 4'-6" 6-101/2" 1 F I C/P/C 56.00 1 EGRESS 0.30 TOTAL EXTERIOR WiNDOW AREA: 729.35 NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER MANUFACTURER: MARViN OR SELECTED SERIES: FIBERGLASS OR ALUMINUM CLAD, T.B.D. GENERAL WiNPOW NOTES: 1. ADD 1/2" TO THE BOTTOM OF THE ROUGH OPENING, UNLESS NOTED OTHERWISE FOR INSTALLATION OF BEVEL SiLL 1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS 2. SEE ELEVATIONS FOR CONFIGURATION 3. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION 4. VERIFY EXISTING ROUGH OPENINGS WHERE WINDOWS ARE BEING REPLACED iN THE EXISTING OPENINGS PRIOR TO ORDERING THE WINDOWS 5. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS 6. TRANSLUCENT GLASS TO BE SATIN ETCH. PROVIDE GLASS SAMPLE TO OWNER/ARCH FOR APPROVAL PRIOR TO ORDERING 7. ALL WINDOWS iN SHOWERS TO BE VINYL, FIBERGLASS OR RATED FOR USE iN WET LOCATION. VERIFY CONFIGURATION OF SHOWER WINDOWS WiTH OWNER PRIOR TO ORDERING. WiNDOW TYPE: NOTE: 1. REFER TO SCHEDULE FOR ALL DIMENSIONS UNLESS NOTED OTHERWISE. 2. REFER TO ADDITIONAL GENERAL WiNDOW NOTES ABOVE UNLESS NOTED OTHERWISE. A B C D E H MEN _m.mm_ J K mmm mmm mm L OPERABILITY KEY A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE S.H. = SINGLE HUNG H = HOPPER F M G L L1 U z w J Cfl O 00 c/) L L1 U rn Q Lu 0 cn z LLJ � C) Z LL L U 00 Lu O U 9716 REGISTERED ;/Z� ARCHITECT /-//,• 171�- HEIDI MICHELLE HELGESON I 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: 6/28/2023 REV 1: 2/27/2024 REV 2: 6/13/2024 REV 3: 8/28/2024 PERMIT SET WINDOW AND DOOR SCHEDULES RESUB Sep 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FRENCH LiFT AND SLIEDE OVERHEAD SWiNG 11 SWiNG iii A1.5 STANDING SEAM METAL ROOF, TYP. -CONTINUOUS RIDGE VENT, TYP -CRICKET ROOF PER STRUCTURAL MAX. BLDG. HEIGHT LiMiT / DATUM EL = 7T- 1/2" STONE VENEER T.B.S. SiDiNG TYPE 1: DS BOARD AND BATTEN; PAINTED STANDING SEAM METAL ROOF D5 POSTS & BEAMS PER STRUCTURAL, WRAP PER DETAIL 36" HT GUARD, TYP.- 51TE RETAINING WALLS PER CNiL� FiN. GRADE SOUTH (FRONT) ELEVATION SCALE:1/4" = 1' 0" :T. 12 71 21 11 08 07 06 rill— TEMP W17T_ - 12 17 STONE VENEER AT FALSE CHIMNEY; ELECTRIC FIREPLACE AT THiS LOCATION D5 0 12 12 7 7 ROOF EL = +/- 34'-01/8" DATUM EL = +/- 76'-51/4" (T.O. RIDGE) CONTINUOUS RIDGE VENT, TYP UPPER FLOOR PLATE EL = 27-6 3/4" DATUM EL = 69'-11 7/8" (T.O. PLATE) STONE VENEER T.B.S. UPPER FLOOR EL =19'-5 5/5" DATUM EL = 61'-10 3/4" T.O. SUBFLOOR MAiN FLOOR PLATE EL=18'-5" DATUM EL = 60'-101/8" (T.O. PLATE) FiN. GRADE U E AVE. EX. GRADE — — — — — — — — J — TEMP , EX GRADE DATUM EL = 52'-51/2" _ — — — ,' MAiN FLOOR EL = 9'-3 7/8" — — ,'— - DATUM EL = 51'-9" -4 ------------------- ---FINISH GRAPE -- E. I— (T.0.5UBFLOOR) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ _ LOWER FLOOR PLATE EL = 8'-11/8'' DATUM EL = 50-61/4" I (T.O. PLATE) TEMP , �LiNE OF BELOW -GRADE BASEMENT WALLS I I I I I I I I I I LOWER FLOOR EL = 0-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DATUM EL = 42'-51/8" (T.O. SLAB) NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WiTH THE SURVEYOR AND TO VERIFY THE ELEVATION OF THE NEW STRUCTURE AS iT 15 BEING BUILT TO VERIFY ANY ELEVATION DISCREPANCIES THROUGHOUT CONSTRUCTION. 2. ELEVATIONS SHOULD BE VERIFIED BY THE SURVEYOR FOR EACH FLOOR LEVEL PRIOR TO PROCEEDING WiTH THE NEXT FLOOR OF FRAMING. 3. TOP OF FOUNDATION, TOP OF SLAB/SUBFLOOR, TOP PLATE, AND RIDGE ELEVATIONS SHOULD BE VERIFIED DURING CONSTRUCTION. 4. CONSULT ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION. 5. REFER TO STRUCTURAL ENGINEERING FOR ALL REQUIRED SHEAR WALLS. STONE VENEER AT FALSE CHIMNEY; ELECTRIC FIREPLACE AT THiS LOCATION PS SiDiNG TYPE ii: STONE VENEER T.B.S. 13/41 12 ---DS -- 51DiNG TYPE 1: BOARD AND BATTEN; PAINTED SiTE WALLS PER CiViL FiN. GRADE 3%4 12 CONTINUOUS STANDING SEAM RIDGE VENT, TYP. METAL ROOF, TYP. _—_—_-- -\---------------_ _—_—_---- MAX. BLDG.HEIGHT LIMIT /DATUM EL=77_5 PS IS IS ROOF EL = +/- 34'-01/8" DATUM EL = +/- 76-51/4" (T.O. RIDGE) UPPER FLOOR PLATE EL = 27-6 5/4" DATUM EL = 69'-11 7/8" (T.O. PLATE) SiDiNG TYPE 11: STONE VENEER T.B.S. UPPER FLOOR EL =19'-5 5/8" DATUM EL = 61'-10 3/4" - - - - - - T.O. SUBFLOOR MAIN FLOOR PLATE EL=18'-5" DATUM EL = 60'-101/8" D5 (T.O. PLATE) RETAINING WALL PER STRUCTURAL LiNE OF APPROX. FiN. GRADE @ RETAINING WALL -----__ FIN. GRAPE AVE. EX. GRADE DATUM EL = 52'-51/2" MAiN FLOOR EL = 9'-3 7/8" ENTRY WALK - - DATUM EL = 51'-9" LOWER FLOOR PLATE EL=6-11/8" I I DATUM EL = 50'-61/4" LiNE OF BELOW- I (T.O. PLATE) GRADE BASEMENT WALLS BEYOND I I I I I I I I I I I I I I I - L- - - - - - - - - - - - - - - - - - - - - - - - - - - - -----.-.- --.-.-.-.-.-.-. LOWER FLOOR EL=0'-0" DATUM EL = 42'-51/8" (T.O. SLAB) EAST ELEVATION SCALE:1/4" = 1'-0" r� L LI U z wo J Cfl O 00 � Lu U � Q Lu 0 cn z LIJ M C) Z Q LL L U 00 LL] O U 9716 REGISTERED ;ARCHITECT /Z� HEIDI MICHELLE HELGESON I 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: 6/28/2023 REV 1: 2/27/2024 REV 2: 6/13/2024 REV 3: 8/28/2024 PERMIT SET EXTERIOR ELEVATIONS RESUB Sep 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2.0 NORTH ELEVATION SCALE:1/4" = 1' 0" Ps cr A AInTL I/- Cr AAA CTnTKI/"r\/Or T_ L- - - - - - - - I I � LiNE OF BELOW -GRADE I BASEMENT WALLS I I NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WiTH THE SURVEYOR AND TO VERIFY THE ELEVATION OF THE NEW STRUCTURE AS IT 15 BEING DUiLT TO VERIFY ANY ELEVATION DISCREPANCIES THROUGHOUT CONSTRUCTION. 2. ELEVATIONS SHOULD BE VERIFIED BY THE SURVEYOR FOR EACH FLOOR LEVEL PRIOR TO PROCEEDING WiTH THE NEXT FLOOR OF FRAMING. 3. TOP OF FOUNDATION, TOP OF 51-AB/50FLOOR, TOP PLATE, AND RIDGE ELEVATIONS SHOULD BE VERIFIED DURING CONSTRUCTION. 4. CONSULT ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION. 5. REFER TO STRUCTURAL ENGINEERING FOR ALL REQUIRED SHEAR WALLS. STANDING SEAM METALROOF POSTS & BEAMS PER STRUCTURAL, WRAP PER DETAIL STANDING SEAM METAL ROOF — D5� POSTS & BEAMS PER STRUCTURAL, WRAP PER DETAIL STONE VENEER T.3.5.----� — CONC. SLAD ON GRADE POOL DECK BY UNDER -TERRACE OTHERS VENTS, SEE LOWER POOL DECK EL = +l- 4'-01/8" FLOOR PLAN APPROX. FiN. GRADE DATUM EL = +/- 46'-8" (T.O. SUBFLOOR) F-APPROX. FiN. GRADE APPROX. LOCATION FOR ROOFTOP PV ARRAY - REFER TO SOLAR PANEL MFR. SPECS FOR MORE INFORMATION MAX. BLDG.HEIGHT LIMIT /DATUM EL=77-51/2" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I_ _ _ _ _ _ _ I I I I I I I I I I I I I I I NORTH ELEVATION (PARTIAL) WEST ELEVATION SCALE:1/4" = 1'-0" SCALE:1/4" = 1'-0" - -1 OOL DECK EL = +/- 4'-0 ATUM EL = +/- 46'-8" .0. SUBFLOOR) ROOF EL = +/- 34'-01/5" DATUM EL = +/- 76-51/4" (T.O. RIDGE) _ UPPER FLOOR PLATE EL = 27-6 3/4" DATUM EL = 69'-11 7/8" (T.O. PLATE) UPPER FLOOR EL =19'-5 5/8" DATUM EL = 61'-10 3/4" T.O. SUBFLOOR MAiN FLOOR PLATE EL=18'-5" Ij DATUM EL = 60'-101/8" (T.O. PLATE) AVE. EX. GRADE DATUM EL = 52'-51/2" MAiN FLOOR EL = 9'-3 7/8" DATUM EL = 51'-9" (T.O. SUBFLOOR) LOWER FLOOR PLATE EL = 8'-1 1/8" DATUM EL = 50-61/4" (T.O. PLATE) LOWER FLOOR EL = 0'-0" DATUM EL = 42'-510' (T.O. SLAB) ROOF EL = +/- 34'-01/8" DATUM EL = +/- 76-51/4" (T.O. RIDGE) UPPER FLOOR PLATE EL = 27-6 3/4" DATUM EL = 69'-11 7/8" (T.O. PLATE) w >- III III L L -I Z Q i -77 LL��' 1 1 1 I I o 1 1 I I I I I I ~ U3�: m W III 1 1 1 1 1 1 1 1 1 < z I II I II 1111 I I I 111 II 111 I I �QL - II 11111 II III II III c� Q 03 1111 1 O III 02 III Q `Z < I II II 11111 01 II I11 II 111 Q ` -_-_-_ -_ _ 1 1 1 �`- - - - - - _-_-_�� LL W z ______________JJII II ---------------- rr�� I I 11 I I I I V o QL � Q I I I I I I I I LOWER FLOOR ENTRY COURT I I I I I I I I 1 1 LOWER FLOOR EL = 0'-0" — — — — — — — — — — — — r— - - — - - - -y-- - - - — - --.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.— DATUM EL = 42'-51/8" (T.O. SLAB) LLI U z wo J Cfl O 00 � W U w � Q 0 cn z � C) Z L.L L U 00 w O U 9716 REGISTERED ;ARCHITECT /Z� HEIDI MICHELLE HELGESON I 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: 6/28/2023 REV 1: 2/27/2024 REV 2: 6/13/2024 REV 3: 8/28/2024 PERMIT SET EXTERIOR ELEVATIONS RESUB Sep 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2.1 ROOFTOP PV ARRAY - REFER TO SOLAR PANEL MFR. SPECS FOR MORE iNFO.— � 1 A4.0 0 SiTE WALL & GUARD BEYOND =KOMI Iiiiiii BUILDING SECTION 5CALE:1/4" = 1'-0" DATUM EL. 77-51/2" MAX. BUILDING +/- 4" ,\ 12 G� 17 12 7 �• G 0 N DROP'jPED RIDGE BM PER TRUCTURAL, WRAJ PER DETAIL PRIMARY BEDROOM 11 7/J TJ1 FLOOR FRAMING 9 UPPER FL00 , PER STRUCT. GUEST BEDROOM AVE. EX. GRADE IDATUM EL. 52'-51/2" 2x12 ROOF RAFTERS PER STRUCTURAL Cagy VAULTED CEILING DECO. BOX BEAMS PER PLANS ATTIC PRE -MANUFACTURED TRUSSES CRICKET ROOF FRAMING PER GUARD- STRUCT. 12 12 2x ROOF RAFTERS RAiL 7 7 \ PER STRUCTURAL 9 VAULTED CEILING SITTING NEW 11 7/8" TJi FLOOR FRAMING 9 UPPER FLOOR, PER STRUCT. STAIR 2f PROVIDE BLOCKING FOR TOP - A4.0 FURRED MOUNT GUARDS *RAISED PLATE PLUMBING 9 FORMAL LIVING WALL DROPPED APP. GRADE & DiNiNG ROOMS GLULAM BM PER STRUCT (NO WRAP) - PIE GWB INTO p GUEST STAINED 1x TRiM UNDER BM) FO MAL LIVING o BATH STAIR ENTRY APPROX. EX. _ GRADE — — _ — _ — — /—PLANTER _ BM PER CONC. SiTE STAIRS -SEE LOWER 14" FLOOR TRUSS STRUCT FRAM NG 9 MAiN FLOOR, FLR PLAN FOR MORE INFO (CIVIL PER TRUCT. (R-30 iNSUL) TO VERIFY FiN. GRADES) LOWER LE�EL ENTRY COI RT UNFINISHED LOWER FLOOR AREA DRAIN (UNCONDITIONED) PER CIViL 5L 5L CONC. SLAB FLOOR AND FOUNDATION PER STRUCT. 14" FLOOR TRUSS 5/8" TYPE 'X' GYP FRAMING Cad MAiN FLOOR, UNDER- UNDERSIDE OF STAiR PER STRUCT. (R-30iNSUL) STAIR (CONDITIONED UNFINISHED LOWER FLOOR R-21 iNSUL Cad STAiR WALL (UNCONDiTIIONED) FRMG, MiN. FROM LOWER FLOOR TO MAiN FLOOR (SEE ALSO SEC. 13/A3.2 & 2/A4.1) I- ROOFTOP PV ARRAY - REFER TO SOLAR 2x ROOF RAFTERS PER ROOF OVER -FRAMING PANEL MFR. SPECS FOR MORE INFO. STRUCT. @ VAULTED CLG PER STRUCT. --------------------------------f------------------------------------ ---.—.—.—.—.--- Y-) G _ = o � 12 o� + -oz +cfl/ / 7 FF - r r ATTIC �q / �7 �, G/GG� �J LJ J LJI PR MANU AC II II II II TRUS E' II II II II _____ 1-- II II II IIL—E I I LJI I I L I XLl 3 NON-STRUCTURAL A4.0 DECORATIVE WOOD TRUSSES BEYOND cif DECK DROPPED RIDGE BM PER STRUCTURAL HALL dj zo Q (WRAP PER DETAIL) BM PER STRUCTURAL z o � 4 (APP. GRADE GILD) �.—.—.—.—.—.—.—.—.—.—.—.—.—.—. — 0 — — — — — — — — — — — — — — — — — — GREAT ROOM DECK JOISTS PER STRUCT. cp STAINED T&G LiFT & SLIDE DOOR FiNiSH Ca SOFFIT PER PLANS WET BAR o� TERRACE Q DECK JOISTS N PER STRUCT. --- POOL DECK FRAMED BM. PER STRUCT. — — (BY OTHERS) z _ TERRACE WALLS DATUM EL. 46'-8"— (POOL DECK) CRAWL (STORAGE) (EXTERIOR) APPROX. GRADE, + GRAVEL FiNiSH (8" MiN. BELOW BASEMENT FF) LAUNDRY 11 7/8" TJi FLOOR FRAMING 9 UPPER FLOOR, PER STRUCT.— ROOF OVER -FRAMING PER STRUCT. 12 17 ATTIC PRE -MANUFACTURED TRUSSES VANITY BATH DATUM EL. 77-51/2" MAX. BUILDING HEiG \ o� FLUUH BM5 PER STRUCT.-�—� PANTRY HALL MUDROOM 14" FLOOR TRUSS FLUSH BM FRAMING 9 MAiN FLOOR, PER STRUCT PER STRUCT. (R-30 iNSUL) MECHANICAL ROOM (INSULATED) INSULATED DOOR & R-21 UNFINISHED LOWER FLOOR INSULATED WALLS 9 MECHi (UNCONDITIONED) *�� RM (SEE DOOR SCHED.) EXT. STUD WALL Ca CRAWLSPACE (R-21 iNSUL. C)a MECH RM) GONG. RETAINING WALL & FTG PER STRUCT / CONC. SLAB FLOOR AND FOUNDATION PER STRUCT. T I jTIC PRE NUFA URED U55E MiN.1/2" GWB APPLIED TO GARAGE SiDE OF WALL SEPARATING DWELLING SPACES, INCLUDE iN ATTiC AREA TO ROOF SHEATHING (MiN. R-21 iNSUL.) GONG. RETAINING WALL PER STRUCT APPROX. FiN.GGR.R. APPROX. EX. GARAGE GRADE (UNCONDITIONED) AVE. EX. GRADE DATUM EL. 52'-51/2" + m _ >x U o� < A4.1 + w GONG. RETAINING WALL PER STRUCT GONG. SLAB FLOOR AND FOUNDATION PER STRUCT. LLB U z wo J Cfl O 00 � W U w � Q 0 i� cn z LLJ � C) Z L.L L U 00 w O U 9716 REGISTERED ARCHITECT ;�� HEIDI MICHELLE HELGESON I 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: 6/28/2023 REV 1: 2/27/2024 REV 2: 6/13/2024 REV 3: 8/28/2024 PERMIT SET BUILDING SECTIONS RESUB Sep 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BUILDING SECTION LJ % SCALE:1/4" = 1'-0" A3.0 EX c0 0 om 00 In O ROOFTOP PV ARRAY - REFER TO SOLAR PANEL MFR. SPECS FOR MORE INFO. — ® BM5 PER STRUCT. (WRAP PER DETAIL) OUTDOOR KITCHEN 0 =moo 12 \=w 71 0) yf Q Q +/- 4" 12 ATTIC 7 PRE -MANUFACTURED TRUSSES CRAFT ROOM/ OFFICE LiFT & SLIDE DOOR PER PLANS BM PER STRUCT: CLO BREAKFAST DROPPED BM PER STRUCT. (APP. GRADE GLB) ATTIC PRE -MANUFACTURED TRUSSES BATH BED 1 11 7/8" TJi FLOOR FRAMING 9 UPPER FLOOR, PER STRUCT. KITCHEN 12 71 DECK JOISTS AVE. EX. GRADE DATUM EL. 52'-51/2" cv PER STRUCT. toU -------------------------------------------------------------------------------------------------------- — POOL DECK FRAMED 14" FLOOR TRUSS (BY OTHERS) TERRACE WALLS _ — — — FRAMING Cad MAiN FLOOR, DATUM EL. 46'-8" _ — — — PER STRUCT. (R-30 iN5UL) (POOL DECK) — — UNFINISHED LOWER FLOOR �........................... CRAWL (STORAGE) (EXTERIOR) EXT. STUD WALL (UNCONDITIONED) E0 0 CRAWL5PACE APPROX. GRADE, GRAVEL FiNiSH (8" MiN. + DELOW BASEMENT FF) CONC. RETAINING WALL & FTG PER STRUCT BUILDING SECTION (�A -SCALE: 1/4" = 1'-0" MAIN FLR. PLATE .0. BEAM ATTIC PRE -MANUFACTURED TRUSSES DATUM EL. 77-51/2" (MAX. BUILDING 12 7 BM PER STRUCT. MEDIA/PLAY ROOM FLUSH GLB PER STRUCT (WRAP EXPOSED BOT. W/ DRYWALL) CONC. SLAB FLOOR AND FOUNDATION PER STRUCT. r---------------------------------------------------------------------------------------, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r r i � r r i 7 r I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------ DECK ------------------------ STAINED HOUSE ELEVATION BEYOND ` MiN.1/2" GWB APPLIED TO GARAGE 51DE OF WALL SEPARATING DWELLING SPACES, INCLUDE iN ATTiC AREA TO ROOF SHEATHING (MiN. R-21 iNSUL.) SEE ALSO WALL SEC.1/A4.1 CONC. RETAINING WALL PER STRUCT FAPPROX. Ex. GARAGE - GRADE (UNCONDITIONED) CONC. RETAINING WALL PER STRUCT I NU rIN15H TER AC _171L I 13M5 PER STRUCT. (WRAP PER DETAIL) FRAMED HALF -WALL GUARD W STONE VENEER T.B.S. & STONE OUTDOOR KITCHEN PER (CLIENT APPROX. EX. — GRADE 'I \.—CONC. RETAINING WALL & FTG PER STRUCT BUILDING SECTION CAP DECK JOISTS — — PER STRUCT_ CRAWL (STORAGE) (EXTERIOR) APPROX. GRADE, GRAVEL FiNiSH (8" MiN. BELOW BASEMENT FF) -5tt WtS I tLtV1\ I IUN UN SHEET A2.1 FOR MORE INFO w �s) 10" MiN. X TREAD TYP. WOOD -FRAMED STAIR & LANDING "III/ I I I it DOOR LEADING \ n TO UNDER - TERRACE LOWER LEVEL ENTRY CO + STORAGE/ CRAWL -SPACE _ APPROX. FiN. GR. SiTE RET'G WALL PER CiViL ' AREA DRAIN ' PER CiViL SL ,' SL 77771 CONC. SLAB FLOOR AND FOUNDATION PER STRUCT. APPROX. FiN. GR. W U z W J � Cfl o 00 � W U w 0) Q 0 U) z C) Z L.L Lo 2i 0 U 00 W O U 9716 REGISTERED A/R'CAHITECT HEIDI MICHELLE HELGESON I 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.2065423734 www.h2darchitects.com DATE: 6/28/2023 REV 1: 2/27/2024 REV 2: 6/13/2024 REV 3: 8/28/2024 PERMIT SET BUILDING SECTIONS RESUB Sep 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE:1/4" = 1'0'' A3. 1 I I DATUM EL. 77-51/2" (MAX. BUILDING HEIGHT) ATTIC IAN FACT TRU SES CRAFT ROOM/ o OFFICE 11 7/6" TJi FLOOR FRAMING 9 UPPER FLOOR, PER STRUCT. BREAKFAST o� c� FAVE. EX. GRADE DATUM EL. 52'-51/2" APPROX. FiN. GR.— CONC. RETAINING WALL PER STRUCT UNFINISHED LOWER FLOOR (UNCONDITIONED) BUILDING SECTION SCALE:1/4" = 1'-0" I DROPPED BM PER STRUCT. (WRAP PER DETAIL) WOOD FRAMED N STAiR7 - - -- 12 31/4 F BATH PRE-MANUF. TRUSSES STAINED T&G FiNiSH 9 SOFFIT KITCHEN NON-STRUCTURAL DECO. WOOD TRUSSES BEYOND m! % NO ��-!lm DROPPED m RIDGE BM w PER STRUCT o 2X CEILING JOISTS + °L FOR VAULTED CEILING PER STRUCT. ~ (SLOPE = 5.5:12) OPEN TO BELOW - - - - -BM PER STRUCT.----, FRAMED ARCH SOFFITS PER PLANS -DROPPED BM PER STRUCT (APP. GRADE GLB - NO WRAP) GREAT ROOM APPROX. EX. GRADE ---- R-21 INSULATED PRE-M NUFA URED "-L2x ROOF RAFTERS 9 TRUSSE5 VAULTED CEILING W/ DROPPED WRAPPED BM, PER STRUCTURAL WET ROOM II II WC II II PRIMARY BEDROOM WALLS Cad MECH RM FURRED 2X6 WALL FOR FiRE SPRINKLER VALVE ASSEMBLY PER PLANS MECHANICAL ROOM (INSULATED) 1-4 CONC. SLAB FLOOR AND FOUNDATION PER STRUCT. ATTIC / PRE -MANUFACTURED / TRUSSES -11 7/5" TJi FLOOR FRAMING Cad UPPER FLOOR, PER STRUCT. HALL 11 7/8" TJi FLOOR FRAMING 9 UPPER FLOOR, PER STRUCT. POOLI LN RYI BATH I I GUEST BED 14" FLOOR TRUSS FRAMING 9 MAiN FLOOR, PER STRUCT. (R-30 iNSUL UNFINISHED LOWER FLOOR (UNCONDITIONED) —.�—.—STAIR------ OFFICE BMS PER STRUCT GONG. RETAINING WALL PER STRUCT- DATUM EL. 77-51/2" (MAX. BUILDING 2 A4.1 SITTING zu-z DROPPED BM PER STRUCTURAL z GREAT ROOM (APP. GRADE GLB � w ENTRY - NO WRAP) = 14" FLOOR TRUSS HALL FRAMING 9 MAiN FLUSH BM PER STRUCT 14" FLOOR TRUSS FRAMING 9 MAiN FLOOR, PER STRUCT. (R-30 iNSUL) UNFINISHED I LOWER FLOOR (UNCONDITIONED) \ L _ GONG. SLAB FLOOR AND FOUNDATION PER STRUCT. 2X ROOF JOISTS PER STRUCT. 12 1 3/4 BMS PER STRUCT �? L Q +cam 2X ROOF JOISTS PER Q STRUCT. N 1 3/4 LBM PER STRUCT. STAINED T&G FiNiSH Cad SOFFIT ' APPROX. FLOOR, PER STRUCT. AVE. EX. GRADE EX. GRADE (R-30 iNSUL) DATUM EL. 52'-51/2" -- -- -------------------------------------------- ------------ - ------------------- — — PLANTER If STAIR — --II -- -- -- — — (CONDITIONED) CONC. ENTRY _ o NFINISHED PORCH PATiO SLAB LOWER PER STRUCT. _ FLOOR CONC. RETAINING iNSUL. DOOR & R-21 /(UNCONDITIONED) WALL PER INSULATED STAiR WALLS STRUCT, TYP. (SEE DOOR SCHED.) LLB U z wo J Cfl O 00 W W U w rn Q 0 i� cn z LLJ � C) Z L.L L U 00 w O U 9716 REGISTERED ARCHITECT ;�� HEIDI MICHELLE HELGESON I 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: 6/28/2023 REV 1: 2/27/2024 REV 2: 6/13/2024 REV 3: 8/28/2024 PERMIT SET BUILDING SECTIONS RESUB Sep 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT In BUILDING SECTION SCALE:1/4" = 1' O" A3.2 DROPPED BM PER STRUCT. (WRAP PER DETAIL) 12 31/4 F BED 1 PRE -MANUFACTURED TRUSSES STAINED T&G FiNiSH 9 SOFFIT KITCHEN 12 31/4 ATTIC TR HALL LAUNDRY 11 7/8" TJi FLOOR FRAMING 0) UPPER FLOOR, PER STRUCT. PANTRY HALL FLU5H BM 3" MIN. APPROX.PER STRUCT — FiN. GRADE — — — — — — — — WD STUD FRAMING J"' WINDOW ABOVE WINDOW 14" FLOOR TRUSS (Window well construction to meet section' WELL FRAMING MAiN FLOOR, .R310.2.2 CONC. WELL RET'G PER STRUCT. (R-301NSUL) WALL PER STRUCT. UNFINISHED LOWER FLOOR PERMANENT LADDER REQ'D iF WELL DEPTH (UNCONDITIONED) EXCEEDS 44" (LADDER SHALL NOT ENCROACH MORE THAN 6" INTO MiN. WELL DIMS) SEE ALSO LOWER FLOOR PLAN, - z � INSTALL PUSH OUT GRATE AT WELL iF REQ'D + CONC. SLAB FLOOR AND FOUNDATION PER STRUCT. BUILDING SECTION SCALE:1/4" = 1'-0'' CLOII HALL BM PER STRUCT FORMAL DINING DRIVEWAY PER Ci IL APPROX. EX. GRADE TRENCH DRAIN 9 DRIVEWAY PER CiViL CRICKET FRAMING PER c0 STRUCT. 2x ROOF RAFTERS Cad VAULTED CEILING W/ DROPPED WRAPPED 13M, PER STRUCTURAL LD 0 FORMAL LIVING O PLANTER SiTE WALK 12 4 3M PER STRUCT. OVERHEAD ROLL -UP GARAGE DOOR, TYP. SEE DOOR SCHED. W ATTIC PRE -MANUFACTURED TRUSSES 12 4 NO INSULATION REQUIRED Cad GARAGE WALLS NOT ADJACENT TO CONDITIONED SPACES, TYP. - GARAGE SLOPE 1/4:12 CONC. SLAB FLOOR AND ----.—.—.—.—.---.—.—.—.---.—.—.—.---.---- -----------------F'OUNTSATTONR­5TMCT- IV BUILDING SECTION SCALE:1/4" = 1'-0" APPROX. FiN. GRADE LLJ U z w J Cfl O 00 � W U w � Q 0 cn z LLJ � C) Z L.L L U 00 w O U 9716 REGISTERED ARCHITECT ;�� HEIDI MICHELLE HELGESON I STATE OF WASHINGTON H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 6/28/2023 REV 1: 2/27/2024 REV 2: 6/13/2024 REV 3: 8/28/2024 PERMIT SET BUILDING SECTIONS RESUB Sep 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3.3 TYP EXT 2X6 WALL ASSEMBLY STONE VENEER ----THIN STONE VENEER (T.13.5.) j -SCRATCH COAT OVER SELF -FURRING EXPANDED METAL LATH I -GREENGUARD RAINDROP 3D BUILDING WRAP W.R.B. (OR I APPROVED EQUAL FOR VENEER INSTALLATION PER MFR.) -1" RiGiD INSULATION (R-5) - OPTIONAL -CDX PLYWOOD PER STRUCTURAL 1 -2X6 FRAMING PER STRUCTURAL -MiN. R-21 GATT OR BLOWN iN INSULATION 1-iNTELLO'X' CONTINUOUS VAPOR VARIABLE AiR BARRIER -1/2" GWB I 1 TYP ROOF ASSEMBLY @ VAULTED CEILING I -STANDING SEAM METAL ROOFING (CONFIRM SEL. W/ OWNER) I -iCE AND WATER SHIELD OR WEATHER RESISTANT BARRIER I UNDERLAYMENT PER ROOFING MFR 1 -CDX PLYWOOD PER STRUCTURAL -VAULTED ROOF RAFTERS PER STRUCTURAL -BAFFLE FOR MIN. 1" VENTILATED AiR SPACE -R-38 H.D. GATT INSULATION 12 -iNTELLO'X' CONTINUOUS VAPOR VARIABLE AiR BARRIER 7 -5/5" GWB I TYP. EAVE ASSEMBLY. I HEADER PER STRUCTURAL W/ i R-10 RiGiD INSULATION, TYP. I ' I 1 A5.0 I I I I 2 A5.0 I I I f 3 I A5.0 TYP EXT 2X6 WALL ASSEMBLY -BOARD & BATTEN SiDiNG PER ELEVATIONS -(SEE ALT. STONE VENEER ASSEMBLY THiS SHEET) -GREENGUARD RAINDROP 3P BUiLPiNG WRAP W.R.B. -1" RiGiD INSULATION (R-5) - OPTIONAL -CDX PLYWOOD PER STRUCTURAL -2X6 FRAMING PER STRUCTURAL -MiN. R-21 GATT OR BLOWN iN INSULATION -iNTELLO'X' CONTiNU0U5 VAPOR VARIABLE AiR BARRIER -1/2" GWB TYP UPPER FLOOR ASSEMBLY FiNiSH FLOOR PER PLAN PLYWOOD SHEATHING PER STRUCTURAL FRAMING PER STRUCTURAL SOUND INSULATION 5/8" GWB TYP MAIN FLOOR ASSEMBLY -FiNiSH FLOOR PER PLAN -PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -R-30 GATT INSULATION OVER ALL UNCONDITIONED SPACES; SOUND INSULATION OVER CONDITIONED SPACES -iNTELLO'X' CONTiNUOU5 VAPOR VARIABLE AiR BARRIER 9 ALL AREAS OVER UNCONDITIONED SPACES -5/6" GWB TYP EXT WALL ASSEMBLY @ L.F. ABV GRADE -SiDiNG PER ELEVATIONS (SEE ALT. ASSEMBLY FOR STONE VENEER, THiS SHEET) -GREENGUARD RAINDROP 31)BUILDING WRAP W.R.B. -1" RiGiD INSULATION (R-5) - OPTIONAL -CDX PLYWOOD PER STRUCTURAL -2X6 FRAMING PER STRUCTURAL -MiN. R-21 GATT OR BLOWN iN INSULATION (OPTIONAL @ ALL UNCONDITIONED SPACES) -iNTELLO'X' CONTINUOUS VAPOR VARIABLE AiR BARRIER -1/2" GWB TYP SLAB ON GRADE ASSEMBLY 4" REINFORCED CONCRETE SLAB PER STRUCTURAL R-10 CONTINUOUS RiGiD INSULATION 10 MiL POLYETHYLENE VAPOR DIFFUSION RETARDER 6" GRAVEL (NO MORE THAN 5% FINES) UNEXCAVATED SUBGRADE P.T. PLATE OVER SiLL SEALER, TYP INSTALL 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK. REFER TO CiViL ENGINEERING SURROUND 4" PERFORATED PVC PiPE DRAIN BY 6" MiN 1" MINUS WASHED ROCK ENCIRCLED WiTH NON -WOVEN GEOTEXTiLE FILTER FABRIC (MiRAFi 14DN, 5UPAC 4NP OR SiM); AT HIGHEST POINT PERFORATED Pi12E 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. REFER TO CiViL ENG CONCRETE FOUNDATION AND FOOTING PER STRUCTURAL, TYP 1/2" SOFFIT PER SPECS TYP ROOF ASSEMBLY Cad VAULTED CEILING OR TYP ROOF ASSEMBLY AT ATTIC (SIM) VENTED BLOCKING - REFER TO ROOF VENTILATION CALCUATiON5 FOR SiZE AND DIMENSION OF VENT HOLES PER BAY, INSTALL W/ NON -CORROSIVE INSECT SCREEN EAVE FRAMING PER STRUCTURAL — METAL DRiP EDGE TYP METAL GUTTER PER SPECIFICATION, TYP 5/4X8 PRE -PRIMED EXT RATED WD FASCIA, PAINTED 2" CONTINUOUS FLUSH SOFFIT VENT W/ NON -CORROSIVE WiRE INSECT SCREEN- 1/2" AiR SPACE TYP EXTERIOR WALL ASSEMBLY TYP EAVE ASSEMBLY 1" =1'-O" mill • � �ri.I�rt ATtI tI�Yt w z wQ U.N.O. _ o� Tw <� METAL GUARDRAIL jI \i (DESIGN T.B.D.) INSTALL PER MFR., HT. TO PROVIDE I MiN. 36" GUARD ABOVE I WALKING SURFACE 2X WOOD WALL CAP, I z 1 BEVEL FOR DRAINAGE 1 HEADWALL FLASHING Ca ROOF, RUN UNDER CAP FLASHING TYP. ATTIC ROOF ASSEMBLY OVER CAP FLASHING W/ DRiP EDGE 1X FLASHING BLOCK STRIP VENT W/ BUG GUARD (UNDER CAP FLASHING) OUTDOOR SPACE PROVIDE OVERFLOW SCUPPERS HAVING 3X THE SiZE OF TOTAL SIZES OF ROOF DRAINS PROVIDED, DAYLIGHT AT SOFFIT CANT STRIP, COVER W/ FULLY- SHEATHiNG PER 1 I ADHERED MEMBRANE, WRAP UNDER STRUCTURAL, TYP. I I FIBERGLASS WATERPROOFING AND _- I UNDER CURB W.R.B., SEAL W/ MASTIC 1 __- I DECK DRAIN W/ STRAINER & OVERFLOW, DRAIN TO DOWNSPOUT BM PER STRUCTURAL \\ TYP WATERPROOF DECK ASSEMBLY ---- --- TYP NEW ROOF DECK GUARD ASSEMBLY . \\ 1 =1-O \ TYP SOLID GUARD/CURB ASSEMBLY -SiDiNG (BOARD & BATTEN) -GREENGUARD RAINDROP 31) BUILDING WRAP W.R.B. -SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL VAULTED CEILING FRAMING 9 GREAT ROOM PER STRUCTURAL (SEE ALSO BUILDING SEC. A/A3.2) - VERIFY MiN. R-49 iNSUL. @ NARROW POINT ROOFTOP PV ARRAY PER MFR. (SEE ALSO ROOF PLAN) TYP ATTIC ROOF ASSEMBLY OVER UNCONDITIONED OR OUTDOOR SPACE -ROOFING PER PLANS -iCE AND WATER SHIELD OR WEATHER RESISTANT BARRIER UNDERLAYMENT PER ROOFING MFR -CDX PLYWOOD PER STRUCTURAL -ROOF TRUSSES PER STRUCTURAL -5/4 STAINED TONGUE & GROOVE WOOD FiNiSH TYP. SAVE ASSEMBLY "Ink IrTA II Inl It- nlrI/"r- \ /T-A Ir r�/r? ----------------- - =Lu <� w � rn�>Oo <(DMw DROPED BM. PER STRUCT. WRAPPED PER PET. TEMPERED GLAZING AT WINDOWS, PER WINDOW SCHEDULE— \ TYP WATERPROOF UPPER DECK ASSEMBLY FIBERGLASS WATERPROOFING, RUN UP SiPE WALL iN. 8" UNDERLAYMENT PER FIBERGLASS MFR SHEATHING PER STRUCTURAL AND FIBERGLASS MFR REQ'TS DECK FRAMING PER STRUCTURAL, SLOPE MiN.1/4:12 DROPPED 2X SOFFIT FRAMING (FLUSH W/ BOT. OF TRUSSES) T&G SOFFIT FiNiSH PER SPECS TYP. ATTIC ROOF ASSEMBLY OVER OUTDOOR SPACE TYP. EAVE ASSEMBLY DROPPED BM PER STRUCTURAL, WRAP PER DETAIL TYP. MAiN FLOOR ASSEMBLY TYP SLATTED TERRACE DECK ASSEMBLY -DECKING T.13.D,1/8" SPACING -FRAMING PER STRUCTURAL -WATERPROOF UNDER -DECK DRAINAGE SYSTEM BY OWNER, OPT. TYP. EXTERIOR GUARDRAIL DETAIL P.T. RiM JOIST PER STRUCT. 5/4 TRiM 9 TERRACE EDGE TYP TERRACE WALL ASSEMBLY 51PING PER ELEVATIONS GREENGUARD RAINDROP 3D BUILDING WRAP W.R.B. CDX PLYWOOD PER STRUCTURAL P.T. 2X6 FRAMING PER STRUCTURAL INTERIOR WALL FiNiSH, OPT. 8" MiN. CONCRETE POOL DECK SLAB BY OTHERS TYP. BELOW GRADE WALL ASSEMBLY C� UNCONDITIONED SPACE GRAVEL FiNiSH 9 GRADE TYP. FOOTING DRAIN PER SEC. 1/A4.0 CONCRETE FOUNDATION AND FOOTING PER STRUCTURAL, TYP \ I I I � 1 1 I I I zC�' �< 1 I 1 12 1 L;��l Y) 0 1 I I I o�m�n�l FLUSHoz LD N m �' SLOPE 1/4:12 DROPPED P.T. BM PER STRUCTURAL TYP. LOWER FLOOR EXT. WALL ASSEMBLY Cad UNDERSIDE OF TERRACE (SIDING T.B.D.) a1 6 51M. A5.0 INSTALL FLASHING FROM DOOR PAN OVER P.T. LEDGER, RUN CONT. W.R.B. BEHIND LEDGER, FLASHING RUN UNDER W.R.B. AND OVER TOP OF WALL SiDiNG TYP. SLAB -ON -GRADE A55EM13LY 1 UPPER FLOOR UPPER FLOOR F.F. MAiN FLOOR P LATE ui U z w J C. CN o O 00 � ui U 0.) Q Lij 0 W Z LJJ � C) Z LL Lo U00 Lu O U 9716 REGISTERED ARCHITECT xl/l•171�— HEIDI MICHELLE HELGESON I 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: 6/28/2023 REV 1: 2/27/2024 REV 2: 6/13/2024 REV 3: 8/28/2024 PERMIT SET WALL SECTIONS RESUB Sep 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WALL SECTION WALL SECTION WALL SECTION SCALE:1/2" = 1'-0" �L l SCALE:1/2" = 1-0'' ��% l SCALE: 1/2" = 1' 0'' A4.0 UPPER FLOOR PLATE ,CONDITIONED GARAGE SPACE I (UNCONDITIONED) TYP ATTIC ROOF ASSEMBLY OVER CONDITIONED SPACE -STANDING SEAM METAL ROOF -iCE AND WATER SHIELD OR WEATHER RESISTANT BARRIER UNDERLAYMENT PER ROOFING MFR -CDX PLYWOOD PER STRUCTURAL -ROOF TRUSSES PER STRUCTURAL -BAFFLE FOR MiN.1" VENTILATED AiR SPACE -R-49 H.D. GATT INSULATION -iNTELLO 'X' CONTINUOUS VAPOR VARIABLE AiR BARRIER -5/8" GWB TYP SAVE ASSEMBLY TYP EXTERIOR WALL ASSEMBLY SiDEWALL FLASHING, RUN UP WALL UNDER W.R.B. MiN. 6", TYP. TYP ATTiC ROOF ASSEMBLY OVER CONDITIONED SPACE TYP ATTiC ROOF ASSEMBLY OVER UNCONDITIONED SPACE FLUSH BEAM PER STRUCTURAL TYP UPPER FLOOR ASSEMBLY TYP GARAGE WALL ADJACENT TO CONDITIONED SPACE -MIN. 1/2" GWB APPLIED TO GARAGE -SIDE, CONTINUOUS TO ROOF SHEATHING -CDX PLYWOOD PER STRUCTURAL -2X6 FRAMING PER STRUCTURAL -R-21 GATT OR BLOWN iN INSULATION ANTELLO W CONTINUOUS VAPOR VARiADLE AiR BARRIER -1/2" GWB (EXTEND TO ROOF SHEATHING) ADDED P.T. SiLL PLATE WHERE NECESSARY 9 GARAGE SLAB WATERPROOF MEMBRANE APPROVED FOR INSTALLATION 9 CONCRETE CURB & EXT. GRADE SHEATHING, TYP. TYP GARAGE SLAB ON GRADE ASSEMBLY 4" REINFORCED CONCRETE PER STRUCT., SLOPE PER PLAN -2" SAND LAYER PER STRUCTURAL -10MiL VAPOR BARRIER 4" OF 5/8" CRUSHED ROCK -UNEXCAVATED SUBGRADE P.T. PLATE OVER SiLL SEALER, TYP TYP MAiN FLOOR ASSEMBLY FLUSH BEAM PER STRUCTURAL, WRAP BEAM W/ 5/8" GWB WHERE EXPOSED BELOW FLOOR FRAMING TYP BELOW -GRADE WALL ASSEMBLY Cad UNCONDITIONED SPACE TYP SLAB ON GRADE ASSEMBLY PROVIDE R-5 THERMAL BREAK BETWEEN SLAB & BELOW -GRADE WALL, TYP. TYP FOOTING DRAIN PER 5EC.1/A4.0 TYP ATTiC ROOF ASSEMI OVER CONDITIONED SPAC TYP UPPER FLOOR ASSE METAL GUARD (DESIGN i INSTALL PER MFR; GUARI SHALL NOT HAVE OPENiN( THAT ALLOW PASSAGE C PIA. SPHERE, TYP. TYP. UPPER FLOOR ASSE PROVIDE BLOCKING AS NECESSARY FOR GUARD ATTACHMENT PER MFR.- 1X TRiM 9 EDGE OF FLOOf OPENINGS, FULL DEPTH OF FLOORING A55EM13LY PAINT FiN15H TYP. INTERIOR GIJ DROPPED APP. GRADE G POST PER STRUCTURAL I STAIR GUARD BEYOND, G DETAIL, THiS SHT. [SIM].1 STAIR SHALL NOT ALLOW STAIR FRAMING & FiNiSH TYP MAiN FLOOR ASSEM OVER UNCONDITIONED 5P FLUSH BEAM PER STRUC INSULATED DOOR PER DC TYP. 2X INTERIOR WALL Fl BOTH SIDES (PROVIDE R AT STAIR WALLS FROM N STAIR FRAMING & FiNiSH TYP MAiN FLOOR ASSEM w U z w J n Cfl cN 0 O 00 � U � Q W w 0 (n z LLJ � C) Z LL L U 00 Lu O U 9716 REGISTERED ;ARCHITECT /Z� HEIDI MICHELLE HELGESON I 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: 6/28/2023 REV 1: 2/27/2024 REV 2: 6/13/2024 REV 3: 8/28/2024 PERMIT SET WALL SECTIONS RESUB Sep 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WALL SECTION SCALE:1/2" = 1'-0 CONCRETE FOUNDATION AND FOOTING PER STRUCTURAL, TYP WALL SECTION SCALE:1/2" = 1'-0 A4.1 iNTERiOR EXTERIOR iNTER10R EXTERIOR R-10 FOAM 9 TYP EXTERIOR R-10 FOAM Cad HEADER TYP TYP EXTERIOR HEADER TYP__ YP WALL ASSEMBLY WALL ASSEMBLY 1/2" GWB FOLD WEATHER HEADER PER STRUCTURAL WD TRim SELF-ADHESIVE WATERPROOF RESISTIVE BARRIER OR EXIST SELF-ADHESIVE WATERPROOF MEMBRANE INSTALL PER 7/A5.0 PER TYP MEMBRANE INSTALL PER DETAIL 8/A5.0 WEATHER RESISTIVE ANDTEMP AND TEMPORARILY EXTERIOR SHEATHING 1/2" GWB DETAIL 15/ A5.0 �� MTL FLASHING OVER WD TRiM BARRIER SECURE MTL FLASHING OVER WD TRIM FOLD UP WEATHER -RESISTIVE WD TRiM PER HEADER PER BARRIER & TEMPORARILY TYP DETAIL STRUCTURAL PREPRiMED CEDAR TRiM I � 02 SECURE 13/A5.0 PER TYP DETAIL 14/A5.0 �, EXTERIOR SHEATHING WINDOW LINER WD TRIM PER TYP DETAIL 12/A5.0 DOOR JAMB PRE -HUNG DOOR PER SCHEDULE I 1O TAPE WEATHER RESISTIVE _ SiLL PLATE WINDOW PER WINDOW WEATHER- STRiPP1NG BARRIER 5C EDULE 0 H TYP TYP WINDOW HEAD TYP EXTERIOR DOOR �HEAD TYP EXTERIOR WALL ASSEMBLY TYP EXTERIOR WALL ASSEMBLY WD TRiM PER TYP SELF-ADHESIVE WATERPROOF DETAIL 12/A50 MEMBRANE INSTALL PER DETAIL 8/A50 01 5 WEATHER -RESISTIVE ,X WRAP INTO OPENING I SiLL TAPE \\a (WATERPROOF, \ AiRTiGHT TAPE) / WATERPROOF y AIRTIGHT TAPE WATERPROOF WD TRiM PER TYP DETAIL 14/A5.0 AiRTiGHT TAPE © s WATERPROOF AIRTIGHT TAPE LEDGER FLASHING WEATHERSTRIPPING TYP FOR SEALING - 5ELF-ADHESIVE WATERPROOF AROUND DOORS / MEMBRANE INSTALL PER 7/5.0 PRE -HUNG DOOR WINDOW FLASHING O PER SCHEDULE 6. INSTALL FLANGED WINDOW AND FASTEN TO / WD TRiM PER TYP DETAIL 1. CUT THE WRB FLUSH THE ROUGH OPENING STRUCTURE PER MFR'5 INSTRUCTIONS. / SEAL TOP OF JOISTS 13/A5.0 DOOR JAMB 2. CUT THE WRB AT 45 DEGREE ANGLE TO A POINT - WD TRiM PER TYP DETAIL 15/A5.0 9" UP AND 9" OUT FROM THE UPPER CORNERS OF 7. WRB AT TOP FLANGE: UNFOLD WRB AND RUN iT / UNDER DECKING ' 1/2" GWB 1/2" GWB OVER THE TOP OF FLANGE. THE ROUGH OPENING 8. FLANGE TAPE: USE FLANGE TAPE TO SEAL 3. FOLD UP WRB FLAP AT HEAD AND TEMPORARILY BOTTOM FLANGE TO THE WRB. PRESS FIRMLY TO TYP WINDOW JAMB TYP EXTERIOR DOOR �IAM�B. SECURE WiTH MASKiNG TAPE 50 THAT iT CAN BE AFFIX.INSTALLED OVER THE HEADER FLANGE OF THE DOOR FLASHING 9. TAPE THE SiPE FLANGES TO THE WRB. WINDOW LATER. 1 1. CUT THE WRB FLUSH AT THE DOOR R.O. 4. FOLD BACK THE OTHER TWO EDGES OF THE WRB T 11. HE WINDOW HEAD. TAPE THE WRB TO THE TOP FLANGE TAPE THE DIAGONAL CUTS IN THE WRB ABOVE 2. AT THE DOOR R.O. HEAD, CUT THE WRB AT 45 DEGREE DOOR PAN EXTERIOR DOOR W/ T INTO THE ROUGH OPENING AND SECURE BY ANGLE TO A POINT 9" UP AND 9" OUT FROM THE UPPER SiLL PER TYP DETAIL INTEGRAL THRESHOLD STAPLING. TO ENSURE POSITIVE DRAINAGE OF THE CORNERS OF THE ROUGH OPENING BACKER ROD ,< (2) BEADS OF BUTYL CAULK NOTE: MAKE SURE TAPING i5 DONE FROM BOTTOM 3. WATER INTRUSION, ADD A BACK DAM * 3. FOLD UP WRB FLAP AT HEAD AND TEMPORARILY SECURE FiNiSH FLOOR o ALONG SILL, 1" INSIDE FRONT AND OR SLOPE SiLL AT THE BOTTOM OF THE R.O. TO TOP 50 THAT ALL TAPE JOINTS ARE PROPERLY WiTH MASKING TAPE 50 THAT iT CAN 5E INSTALLED OVER 6. INSTALL WP AIRTIGHT TAPE ON THE JAMB AND REAR EDGES, EXTEND CAULK 3" SHiPLAPPED. THE HEADER FLANGE OF THE WINDOW LATER. INTO THE FULL INTERIOR DEPTH OF THE ROUGH TYP FLOOR x UP 5iDE5 OF ROUGH OPENING 5. INSTALL SiLL TAPE ON WINDOW SiLL, EXTENDING 4. FOLD BACK THE OTHER TWO EDGES OF THE WRB INTO THE OPENING OVERLAPPING THE WRB. 2x_ WD SiLL W/ SLOPE & DRiP ASSEMBLY L'' iT UP EACH SiPE A MiN OF 4". ACCURATELY PRESS ROUGH OPENING AND SECURE WiTH AIRTIGHT TAPE. ADD A 7. INSTALL WP AIRTIGHT TAPE TO THE HEAD SELF ADHESIVE FLEXIBLE FLASHING, INTO CORNERS. OVERLAP THE VERTICAL FACE OF BACK DAM OR SLOPE SiLL AT THE BOTTOM OF THE R.O. 8. TAPE THE DIAGONAL CUTS IN THE WRB ABOVE SL� SELF-ADHESIVE WATERPROOF EXTEND BELOW SLAB, MINIMIZE THE WRB APPROXIMATELY MiN 1". TRiM AND THE DOOR HEAD. MEMBRANE, INSTALL PER 7/A5.0 ENETI\ATiONS FOR REBAR PRESS/STRECH AROUND BOTH CORNERS. 5. INSTALL WATERPROOF AIRTIGHT TAPE ON SiLL AND INTO FULL DEPTH OF ROUGH OPENING, EXTENDING iT UP EACH *NOTE: MAKE SURE TAPING 15 DONE FROM BOTTOM TYP EXTERIOR CAULK SiDE A MiN OF 6". ACCURATELY PRESS INTO CORNERS. TO TOP 50 THAT ALL TAPE JOINTS ARE PROPERLY WALL ASSEMBLY SUB SiLL OR SHiM ° ° ° OVERLAP THE VERTICAL FACE OF THE WRB APPROXIMATELY SHiPLAPPED. TO BE PRESSURE a ° 2X CEDAR TRIM MiN 3". TRiM AND PRESS/STRECH AROUND BOTH CORNERS. INTERIOR EXTERIOR TREATED CONCRETE SLAB TYP WINDOW SILL 6 TYP DOOR THRESHOLD TYP WINDOW FLASHING DTL R TYP DOOR FLASHING DTL @ EXTERIOR 3 =1'-O" 7 N.T.S. N.T.S. 1 =1-0 OR APPROVED EQUAL OR APPROVED EQUAL TYPICAL WINDOW NOTE: 1. INSTALL BACKER ROD AND/OR FOAM INSULATION 0 ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP R-10 FOAM COD HEADER TYP EXTERIOR WALL TYP ASSEMBLY HEADER PER 2x2 PRE -PRIMED EXT. 1X3 WD TRiM W/ GWB, UNO SELF-ADHESIVE RATED TRiM W/ MITERED 2x2 PRE -PRIMED EXT. MITERED STRUCTURAL WATERPROOF CORNERS*, TYP. 1X3 WD TRIM W/ MITERED RATED TRiM W/ MITERED CORNERS*, TYP. WD TRIM PER TYP MEMBRANE INSTALL TiLE OVER PER 7/A5.0 CORNERS*, TYP. CORNERS*, TYP. DETAIL 15/A5.0 DOOR PER SCHEDULE WATERPROOFED MTL FLASHING OVER BACKER BRD. WD TRiM WINDOW PER WINDOW LINE OF WRAP TiLE 9 WD TRiM PER TYP SCHEDULE!LLL JAMB, TYP R LINE OF DOOR DOOR FRAME DOOR JAMB WINDOW HEAD DETAIL 12/A5.0 2x_ WOOD SiLL, WiTH WINDOW PER WINDOW JAMB, TYP WD TRiM PER TYP WINDOW PER WINDOW SEALANT SLOPE AND DRiP, SET SCHEDULE DOOR PER DOOR GWB,iUNOA5.0 SCHEDULE SCHEDULE DOOR PER DOOR DOOR PER SCHEDULE PROUD OF FACE OF SiPE SCHEDULE TRiM TYP *CONFIRM 5/4 WOOD SiLL, *CONFIRM *CONFIRM *CONFIRM W/ OWNER PAINTED W/ OWNER W/ OWNER W/ OWNER TYP WNDWJH�E AD SHOWER TYP EXT. WNDW TRIM TYP I NT. WNDW TRIM TYP EXT. DOOR TRIM TYP I NT. DOOR TRIM TYP INT DOOR HEAD9 1" =1'--1'-016 TYP EXTERIOR WALL ASSEMBLY TYP ROOF ASSEMBLY @ VAULTED CEILING WD TRiM PER TYP CL OR PER PLANS DETAIL 12/A5.0 DOOR, WHERE OCCURS DOOR, WHERE OCCURS FiNiSH WOOD FLOORING FiNiSH WOOD FLOORING FiNiSH CLG OR SOFFIT SELF-ADHESIVE SCHLUTER TRANSITION SCHLUTER SCHiENE PER PLANS DROPPED BEAM SEAT CUT CEILING WATERPROOF MEMBRANE TYP WALL ASSEMBLY TRANSITION STRIP, 1X WD TRiM, PER JOISTS 9 BEAM, TYP. INSTALL PER 7/A5.0 1/2"x4 WOOD ALUMINUM BEVEL Ca) STRUCTURAL BASE*, *CONFIRM CARPET TiLE FLOORING EDGES, DROPPED RIDGE BM. SEALANT PAINTED, TYP. W/ OWNER SUBFLOOR SUBFLOOR PAINT OR PER STRUCTURAL WRAP TiLE Ca) WINDOW JAMB FINISH FLOORING STRIP, ALUMINUM STAIN FiNiSH FINISH CLG 1X P TRIM, DE EL TiLE OVER WATERPROOFEDPAINT OR SOFFIT OR STAIN FiNiSH BACKER BOARD PER PLANS TYP WN �DW JAM�B@ SHOWER Q TYP WD BASE DTL TYP WD�TO�CRPT TRANSITION 20 TYP WD TO TILE TRANSITION 21 TYP BOX BEAM DETAIL WRAPPED INT. BEAM DTL 10 1 1/2 -1 O 1 1/2 -1 0 FRAMED WALL TYP EXT. WALL OR TiLE OVER WATERPROOFED BACKER TYP ASSEMBLY: -TILE TEMPERED GLASS TEMPERED CLEAR TiLE, THiNSET OVER FULLY ROOF ASSEMBLY BOARD - TiLE GLASS SHOWER WATERPROOFED BACKER F i -THIN SET SHOWER PANEL METAL LASHING (RUN PANEL UNDER W.R.B. MIN. 6") WRAP TiLE C� SiLL, SLOPE TO DRAIN -CEMENT BACK BOARD SHWR BOARD 5�E -WATERPROOF MEMBRANE BUILT-UP CURB LOW PROFILE ALUMINUM OR BED OF SEALA LOW PROFILE ALUMINUM SEALANT -FRAMED WALL FLOOR TiLE OVER 31/2 S.S. U-CHANNEL TiLE OR S.S. U-CHANNEL DROPPED BEAM 7 PER STRUCTURAL SLOP 2x_ WD SiLL W/ SLOPE & SUBSTRATE AND BED OF SEALANT GWB P.T. BENCH FRAME DRiP RECESSED SHELF SHOWER SUBFLOOR -y WRAP W/ 1X CEDAR (OPT: SLOPE SiLL TO DRAT m WATERPROOFING MUD SET FiDER CEMENT GLUE & SELF-ADHESIVE WATERPROOF MEMBRANE SiLL MATERIAL PER TYP FLOOR " TiLE OVER MUD SET OVER CEMENT )' INSTALL PER 7/A5.0 FiNiSH SCHEDULE �% ASSEMBLY PAN, SLOPE TO DRAIN, BACKER BOARD TILE SHOWER PAN -� NAIL, PAINT FINISH TYP EXTERIOR WALL ASSEMBLY TYP1/2" DRIP EDGE, TYP. BLOCKING FRAMED WALL NOTE: CONTRACTOR TO FULLY WATERPROOF ALL AREAS OF FRAMED WALL *FULLY WATERPROOF SHOWER FLOOR AND CURD TYP SHOWER INCLUDING BUT NOT LiMITED TO NICHE, WALLS, FiNiSH SOFFIT PER PLANS *FULLY WATERPROOF SHOWER WALLS TYP SHOWER PAN, AND CURB TYP WND W SILL @ SHOWER (3)TYP RECESSE�DS�H ELF DTL TYP U-CHANNEL DTL CURB TYP U-CHANNEL WALL TYP BENCH DTL -SECTION WRAPPED EXT. BEAM DTL 1' -1 O 4 1" =1'-0" 1 -1 0 PLAN ViEW 1-1/2 -1 0 1-1/2" =1 0 G INSTALLED WINDOW -------------- uj U z W J co o CD CD U)U � Q W W 0 U) Z z Z L.L L U 00 W O U 9716 REGISTERED ;/Z� ARCHITECT �n•/m�- HEIDI MICHELLE HELGESON I 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: 6/28/2023 REV 1: 2/27/2024 REV 2: 6/13/2024 REV 3: 8/28/2024 PERMIT SET TYP. DETAILS RESUB Sep 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A5.0 STRUCTURAL NOTES (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. DEAD LOADS: ROOF (W/O SOLAR) 15 PSF ROOF (W/ SOLAR) 20 PSF FLOOR (HARDWOOD) 16 PSF FLOOR (TILE) 28 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF RESIDENTIAL 40 PSF DECK 60 PSF EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-16 SECTION 12.8. SITE CLASS D SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.308 ONE SECOND SPECTRAL RESPONSE ACCEL (SI) 0.464 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 1.046 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.568 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) 0.161 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-16 SECTION 12.7.2. SS BASE SHEAR (V), V = CSW = RIDI W ►ivi1►1111tiy-AoilI BASIC WIND SPEED (3 SECOND GUST) 97 MPH EXPOSURE D 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 SECTION 1704.4 OF THE IBC. SHOP DRAWINGS SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION: 1. PREMANUFACTURED WOOD TRUSSES 2. STEEL HAND/GUARD RAILS & THEIR (ROOF & FLOOR) ANCHORAGE SHOP DRAWINGS SHALL BE REVIEWED, REVISED AS REQUIRED FOR FIELD CONDITIONS, AND DATE STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. CONTRACTOR SHALL PROVIDE (3) SETS OF SHOP DRAWINGS FOR ENGINEER'S REVIEW. ALLOW TWO WEEKS FOR SHOP DRAWING APPROVAL BY ENGINEER. ENGINEER'S SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY, AND FOR PERFORMING THE WORK IN A SAFE MANNER. ENGINEER'S SHOP DRAWING REVIEW OF STRUCTURAL COMPONENTS DESIGNED BY OTHERS IS FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL CONNECTIONS TO THE BASIC STRUCTURE. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF THE LOADS IMPOSED ON THE BASIC STRUCTURE AND SHALL BE STAMPED & SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT. FABRICATION SHALL BEGIN ONLY AFTER SHOP DRAWINGS BEARING THE STAMP AND SIGNATURE OF THE PROJECT ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR HAVE BEEN RECEIVED. DEFERRED APPROVAL ITEMS SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND INDICATE THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DEFERRED SUBMITTALS SHALL BE STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT. 1. PREMANUFACTURED WOOD TRUSSES (ROOF & FLOOR) 2. STEEL HAND/GUARD RAILS & THEIR ANCHORAGE 4m EN G INEE RING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 DESIGN: DRAWN: CHECK: JOB NO: 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. 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 0.52 5 1/2 SACK N/A FOOTINGS 3000 PSI 0.52 5 1/2 SACK N/A WALLS 4000 PSI 0.52 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. *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 30 f'c = 4000 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 19 15 8 24 19 12 #4 25 19 10 33 25 15 #5 31 24 12 41 31 19 #6 37 29 15 49 37 23 #7 54 42 17 71 54 27 #8 62 48 1 19 81 62 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. 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) DOUG-FIR STUD 700 850 2x JOISTS AND PLANKS DOUG-FIR #2 900 - PLATES AND BLOCKING DOUG-FIR #2 900 - 6x AND LARGER BEAMS AND STRINGERS DOUG-FIR #2 875 - 4x AND SMALLER BEAMS AND STRINGERS DOUG-FIR #2 900 - ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000 REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. DTR MARK DATE DESCRIPTION 06/07/23 PERMITSUBMITTAL COCHRAN RESIDENCE cos 8475 FREDERICK PLACE DMT EDMONDS, WA 98026 23038.10 06/07/23 STRUCTURAL NOTES 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 G185 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. 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) RIMS & BEAMS (d >_ 9 1/2") LSL 1.55E 2,325 310 - BEAMS & POSTS LVL 2.0E 2,600 285 2,510 POSTS (d < 9 1/2") PSL 1.8E 2,400 190 2,500 BEAMS (d >_ 9 1/2") PSL 2.0E 2,900 290 - TIMBERSTRAND, MICROLLAM, AND UNTREATED PARALLAM MEMBERS ARE INTENDED FOR DRY -USE APPLICATIONS. UNLESS NOTED OTHERWISE, ENGINEERED WOOD BEAMS EXPOSED TO WEATHER SHALL BE TREATED PER MANUFACTURES RECOMMENDATIONS. GLUE -LAMINATED TIMBER GLUE -LAMINATED TIMBER SHALL BE DOUGLAS FIR, FABRICATED IN CONFORMANCE WITH ANSI/AITC STANDARD A190.1, LATEST EDITION. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL BE OF THE FOLLOWING MINIMUM STANDARDS: SPAN COMBINATION Fb SIMPLE SPAN BEAMS 24F-V4 2400 PSI CANTILEVER OR MULTI -SPAN BEAMS 24F-V8 2400 PSI PRE -MANUFACTURED WOOD TRUSSES WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT 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. SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW PRIOR TO FABRICATION. CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT. TRUSS DESIGN AND SHOP DRAWINGS SHALL BE IN CONFORMANCE WITH IBC 2303.4 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. FOR TOP CHORD DESIGN LIVE LOADS, REFER TO THE DESIGN LOAD SECTION. IN ADDITION TO ROOF LOADING LISTED IN THE DESIGN LOAD SECTION, ROOF TRUSSES SHALL BE DESIGNED FOR A BOTTOM CHORD LIVE LOAD OF 10 PSF. TOP AND BOTTOM CHORD LIVE LOAD DO NOT NEED TO BE DESIGNED FOR SIMULTANEOUSLY. IN ADDITION TO THEIR SELF WEIGHT, ROOF TRUSSES SHALL BE DESIGNED FOR A TOP CHORD DEAD LOAD OF 10 PSF AND A BOTTOM CHORD DEAD LOAD OF 10 PSF ACTING SIMULTANEOUSLY. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOADS AND OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. DEFLECTIONS SHALL NOT EXCEED L/360 FOR LIVE LOADS, OR L/240 FOR TOTAL LOADS. SHEET: RESUB Sep 03 2024 jOF ED NDS PM RVICES EPART NT ■ 06/ 01/ 2� WA MIN STRUCTURAL NOTES l Lcl I \ irk ___lk 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 06/ 01/ 2� DESIGN: DTR DRAWN: JOS CHECK: DMT JOB NO: 23038.10 DATE: 06/07/23 MARK I DATE I DESCRIPTION 106/07/231 PERMIT SUBMITTAL (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) TYPICAL FRAMING NOTES 1. BEARING WALL FRAMING 2x STUDS @ 16" OC FOR ALL SHEAR AND/OR BEARING WALLS UNO. REFER TO FRAMING PLAN NOTES FOR TYPICAL DOOR & WINDOW HEADERS NOT CALLED OUT ON THE PLANS. HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD UNO. COLUMNS BELOW FLUSH MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT OTHERWISE SHALL BE TWO STUDS. 2. WALL BASE PLATE ON CONCRETE WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE -TREATED. FOR ALL EXTERIOR AND INTERIOR WALLS, BOLT PLATES OR SILLS TO CONCRETE STEM WALLS OR THICKENED SLAB FOOTINGS WITH 5/8 INCH DIAMETER ANCHOR BOLTS WITH 7 INCH MINIMUM EMBEDMENT. PLACE AT 5-0" OC MAXIMUM FOR SHEAR WALLS, AND AT 6'-0" OC FOR BEARING WALLS AND OTHER PARTITIONS. USE MINIMUM OF TWO ANCHOR BOLTS PER SILL AND PLACE ONE WITHIN 12 INCHES OF END OF PLATES, TYPICAL UNLESS NOTED OR DETAILED OTHERWISE. REFER TO SHEAR WALL SCHEDULE. AT ALL SILL PLATE ANCHOR BOLTS, CONTRACTOR SHALL INSTALL 1/4" x 3" x 3" FLAT PLATE WASHERS. INTERIOR NON-STRUCTURAL WALLS MAY BE ANCHORED TO CONCRETE SLAB -ON -GRADE WITH 1/4" x 3" POWDER ACTUATED FASTENERS WITH 3/4" WASHERS AT 16" OC AND WITHIN 6" OF END OF PLATES. 3. ROOF AND FLOOR FRAMING PROVIDE 1 1/2" FULL DEPTH BLOCKING FOR JOISTS AND RAFTERS AT ALL SUPPORTS AND AT 8'-0" OC MAXIMUM UNO. INTERMEDIATE 8'-0" OC BLOCKING NOT REQ'D IF GWB CEILING IS INSTALLED DIRECTLY TO UNDERSIDE OF FRAMING. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST SPAN. PROVIDE TRUSS BLOCKING PANELS FOR ROOF TRUSSES AT SUPPORTS AND SHEAR WALLS, AND WHERE INDICATED ON PLANS AND DETAILS. 4. DIAPHRAGM NAILING ALL SHEAR WALLS, FLOOR AND ROOF DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT ON SCHEDULES OR ON THE PLANS. EXTERIOR WALLS NOT INDICATED AS SHEAR WALLS SHALL BE SHEATHED AND NAILED TO SUPPORTING FRAMING WITH 8d NAILS AT 6" OC AT ALL PANEL EDGES AND 12" OC AT ALL INTERMEDIATE SUPPORTS. THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE DIAPHRAGMS CAN BE INSTALLED FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16" ARE NOT ACCEPTABLE. f.�e\��i�tit/_\ l���r�1�7e1►1�1»e���»►1��:7e��[�7►(.y 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 AND CIVIL 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 AND CIVIL 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. COCHRAN RESIDENCE 8475 FREDERICK PLACE EDMONDS, WA 98026 STRUCTURAL NOTES LEGEND DEFINITION SYMBOL DEFINITION SYMBOL DIRECTION OF FRAMING NATIVE SOIL GRANULAR FILL STRUCTURAL STEEL RATED SHEATHING SHEAR WALL (SEE SCHEDULE) COLUMN MARK (SEE SCHEDULE) I I in I rn I M I M � � — — — — — EXTENT OF FRAMING COLUMNS COLUMN BEARING ON BEAM BEAM CONTINUOUS OVER SUPPORT CONCRETE WALL loe P SWX dl � BEARING STUD WALL NON -BEARING STUD WALL BEARING STUD SHEAR WALL NON -BEARING STUD SHEAR WALL FOOTING MARK (SEE SCHEDULE) HOLDOWN MARK (SEE SCHEDULE) HANGER MARK (SEE SCHEDULE) FLAG NOTE (SEE PLAN NOTES) O O 77 CMU WALL STEEL MOMENT FRAME CONN. �VA_ Exxxx ABBREVIATIONS (A) ABOVE ANCHOR BOLT ALTERNATE ARCHITECT BELOW BLOCKING HORIZ HORIZONTAL AB KIP KSI KING POST KIPS PER SQUARE INCH ALT ARCH MECH MECHANICAL MOMENT FRAME NEAR SIDE ON CENTER OPPOSITE PLATE PLACES POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT (B) MF BLKG NS BM BEAM BOTTOM OC OPP BOT BTWN BETWEEN COMPLETE JOINT PENETRATION PL PLCS CJP CLR CLEAR PSI PSF CMU CONCRETE MASONRY UNIT COL COLUMN P/T POSTTENSIONED CONIC CONCRETE PT REINF PRESSURE TREATED CONN CONNECTION REINFORCING CONT CONTINUOUS REQ'D REQUIRED DBL DIET DOUBLE DETAIL SCHED SIM SCHEDULE SIMILAR DIM DIMENSION EACH SOG SLAB ON GRADE EA STD STANDARD ELEV ELEVATION SW TOC SHEAR WALL TOP OF CONCRETE EXIST EXISTING EXP EXPANSION TOS TOP OF STEEL TOW TOP OF WALL TYP TYPICAL LINO UNLESS NOTED OTHERWISE FLR FLOOR FDN FOUNDATION FOOTING FAR SIDE FULL HEIGHT GLUE -LAMINATED BEAM FTG FS VFY VIF VERIFY FH VERIFY IN FIELD GLB VERT VERTICAL SHEET: RESUB Sep 03 2024 TY OF NDS LOP VICES DEP THE ■ u a u 1 n9'-S 1 /9" FOUNDATION PLAN 1 SCALE: 1/4" = V-0" 2'-0" 0 2'-0" 4'-0" = -0 4m ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 DESIGN: DTR yZS M T ✓�Ova WA DRAWN: DRAWN: JOS 1 > p cap'�j CHECK: DMT 901 ►►,, �� JOB NO: 23038.10 MARK I DATE I DESCRIPTION 106/07/231 PERMIT SUBMITTAL COCHRAN RESIDENCE 8475 FREDERICK PLACE EDMONDS, WA 98026 FOUNDATION PLAN SHEET: RESUB Sep 03 2024 OFEDMO S ENT ICES D RTME ■ 06107/2� DATE: 06/07/23 PONY WALL STUDS, PLATES, & PLYWOOD SHALL BE PRESSURE TREATED MAIN FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IIIIIIIIII■IIIIIIIII� � mw ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 DESIGN: DTR DRAWN: JOS CHECK: DMT JOB NO: 23038.10 MARK I DATE I DESCRIPTION 106/07/231 PERMIT SUBMITTAL COCHRAN RESIDENCE 8475 FREDERICK PLACE EDMONDS, WA 98026 MAIN FLOOR FRAMING PLAN 5 LESS RD PLE IT SHEET: RESUB Sep 03 2024 SOF ED 2TE S PME ES PARENT ■ 06/ 01/ 2� DATE: 06/07/23 UPPER FLOOR AND LOWER ROOF FRAMING PLAN SCALE: 1/4" = V-0" 4= - 4m ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 DESIGN: DTR MARK DATE DESCRIPTION 06/07/23 PERMITSUBMITTAL COCHRAN RESIDENCE DRAWN: JOS 8475 FREDERICK PLACE CHECK: DMT EDMONDS, WA 98026 JOB NO: 23038.10 UPPER FLOOR AND LOWER ROOF FRAMING PLAN 2'-0" 0 2'-0" 6 4'-0" SHEET: RESUB Sep 03 2024 ITY OF ED S OPME ES EPA E ■ 06/01/23 1 DATE: 06/07/23 SOLAR ARE ALLOWABLE V ROOF TRL ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 ROOF FRAMING PLAN SCALE: 1/4" = V-0" 06/ 01/ 23 DESIGN: DTR DRAWN: JOS CHECK: DMT JOB N O: 23038.10 DATE: 06/07/23 MARK I DATE 06/07/23 DESCRIPTION PERMIT SUBMITTAL 2'-0" 5 56.1 TYPICAL ROOF FRAMING PLAN NOTES: 1. REFER TO SHEET S6.1 THROUGH S6.2 FOR TYPICAL ROOF FRAMING DETAILS. 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, COLLECTOR TRUSSES, AND BLOCKING OR TRUSS BLOCKING PANELS INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE 8d COMMON NAILS @ 12" OC. REFER TO DETAIL 2/S5.1 FOR SHEATHING LAYOUT AND NAILING. 3. TYPICAL HEADERS AT BEARING LOCATION SHALL BE 46 HF#2 UNO 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. �Q>1 INDICATES COLUMN BELOW AND BEAM SHALL BE CONTINUED OVER COLUMN, TYP. (KP) INDICATES KING POST BELOW Cf RIDGE AND ABOVE TRANSFER BEAM. 7. COLUMNS AND BEARING WALLS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. 8. HOLDOWNS SHOWN ON ROOF FRAMING PLAN SHALL BE PLACED AT BASE OF WALLS SHOWN. 9• + + HATCHED AREAS INDICATE VALLEY TRUSSES @ 24" OC APPLIED ABOVE PLYWOOD SHEATHING. REFER TO TYPICAL RESIDENCE 8475 FREDERICK PLACE EDMONDS, WA 98026 COCHRAN SHEET: + OVERFRAMING DETAIL 7/56.1. 10. ROOF TRUSSES SHALL BE PRE-ENGINEERED BY OTHERS AND SPACED AT 24" OC, TYP. 11. ATTACH ALL ROOF TRUSSES TO WALLS BELOW WITH SIMPSON H2.5 HURRICANE TIES, EA END. 12. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS. 0 2'-0" 4'-0" ROOF FRAMING PLAN RESUB Sep 03 2024 TY OF EDMO OPMENT S CES EPART ■ C3� ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 06/ 01/ 2� DESIGN: DTR DRAWN: JOS CHECK: DMT JOB NO: 23038.10 DATE: 06/07/23 FOOTING SCHEDULE MARK FOOTING SIZE REINFORCING COMMENTS F1 1'-4" x 0'-10" DEEP x CONTINUOUS (3) #4 CONTINUOUS - F2 T-0" x 2'-0" x V-0" DEEP (3) #5 EACH WAY BOTTOM - T-0" x T-0" x V-0" DEEP (4) #5 EACH WAY BOTTOM - F4 4'-0" x 4'-0" x V-0" DEEP (5) #5 EACH WAY BOTTOM - WW REFER TO RETAINING WALL REFER TO RETAINING WALL REFER TO SHEET S4.2 SCHEDULE SCHEDULE NOTES: 1. ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED NATIVE SOIL OR COMPACTED STRUCTURAL FILL PER GEOTECHNICAL ENGINEERING REPORT. 2. REINFORCEMENT SHALL BE CONTINUED FROM CONTINUOUS FOOTINGS THRU SPREAD FOOTINGS WHERE APPLICABLE. MARK I DATE I DESCRIPTION 106/07/231 PERMIT SUBMITTAL SHEAR WALL SCHEDULE (DF) 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 0.148"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 3/4" 0 AB SW6 ONE SIDE AND BLKG @ 6" OC @ 24" OC 5" OC @ 5'-0" OC 2x 310 15/32" (2) 2x STUD AND 0.148"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 3/4"0 AB SW4 ONE SIDE 2x FLAT BLKG @ 4" OC @ 16" OC 3" OC @ 4'-4" OC 2x 460 15/32" 3x STUD AND 0.148"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 3/4"0 AB SW3 ONE SIDE 2x FLAT BLKG @ 3" OC @ 12" OC 2.5" OC @ T-4" OC 2x 600 15/32" 3x STUD AND 0.148"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 3/4"0 AB SW2 ONE SIDE 2x FLAT BLKG @ 2" OC @ 10" OC 2" OC @ 2'-4" OC 2x 770 15/32" BOTH (2) 2x STUD 0.148"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 3/4"0 AB 2SW4 SIDES AND BLKG @ 4" OC @ 8" OC 1.5" OC @ 2'-0" OC 2x 920 15/32" BOTH 3x STUD 0.148"0 x 2 1/2" LTP4 OR A35 0.162"0 x 3" @ 3/4"0 AB 2SW3 SIDES AND BLKG @ 3" OC @ 6" OC 1.5" OC @ V-8" OC 2x 1200 15/32" BOTH 3x STUD 0.148"0 x 2 1/2" LTP4 OR A35 0.162"0 x 3" @ 3/4"0 AB 2SW2 SIDES AND BLKG @ 2" OC @ 5" OC 1.5" OC @ V-3" OC 2x 1540 NOTES: 1. REFER TO THE TYPICAL SHEAR WALL DETAIL. 2. THE VALUES IN THIS TABLE ARE APPROPRIATE FOR DF GRADE STUDS AND DF 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: SW4 = (2) 0.131" 0 @ 4" O.C., 2SW4 = (2) 0.131"o @ 2" 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 NOMINAL MEMBERS (MIN) U.N.O. FIELD NAILING 12" O.C. MAXIMUM. 8. AT ALL 3/4" 0 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 A.B. INTO FOUNDATION OR STEM WALL. 10. 7/16" SHEATHING MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" OC OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. JOIST SCHEDULE MARK JOIST SPACING REMARKS FJ1 11 7/8" TJI 230 16" OC SEE NOTE 3 RJ1 2x10 HF#2 24" OC SEE NOTE 2 RJ2 2x12 HF#2 24" OC SEE NOTE 2 DJ1 PT 2x12 HF#2 16" OC SEE NOTE 2 DJ2 2x6 HF#2 16" OC SEE NOTE 2 NOTES: T. FOR JOIST HANGERS REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ALL INSTALLATION REQUIREMENTS. 2. TIMBER JOISTS FRAMING INTO WOOD BEAMS SHALL USE LUS OR SLOPED LSSU FACE MOUNT HANGERS. 3. PLYWOOD WEB JOISTS FRAMING INTO WOOD BEAMS SHALL USE ITS -SERIES TOP FLANGE HANGERS. 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 - C6 - 5.25 x 7.0 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/S5.1 FOR FABRICATION OF MULTIPLE STUD COLUMNS. 3. CONTRACTOR TO PROVIDE BLOCKING EQUAL TO COLUMN DIMENSIONS AT JOIST SPACE FOR COLUMNS CONTINUING TO FOUNDATION. COCHRAN RESIDENCE 8475 FREDERICK PLACE EDMONDS, WA 98026 SCHEDULES BEAM SCHEDULE MARK BEAM REMARKS HANGER AS REQ'D BM1 48 DF#2 - - BM2 410 DF#2 SEE NOTE 2 HU410 BM3 6x12 DF#2 SEE NOTE 2 HUC612 BM4 5 1/4" x 9 1/4" PSL SEE NOTE 5 HU610 BM5 3 1/2" x 11 7/8" PSL - HU412 BM6 5 1/4" x 11 7/8" PSL - HU612 BM7 5 1/4" x 14" PSL - HGU5.50-SDS BM8 5 1/4" x 18" PSL - HU616 BM9 5 1/8" x 12" GLB - HGU5.25.-SDS BM10 5 1/8" x 18" GLB - HGU5.25-SDS 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. 5. IF PSL SUPPLIER DOS NOT STOCK EXACT DEPTH OF BEAMS LISTED, CONTRACTOR SHALL COORDINATE WITH SUPPLIER TO RIP BEAMS TO EXACT DIMENSIONS LISTED ON TABLE. 6. UNO, ALL BEAM TO BEAM CONNECTORS SHALL BE SIMPSON HU-SERIES HANGERS. HOLDOWN SCHEDULE MARK TYPE MIN CHORD SIZE STUD NAILS OR BOLTS ANCHOR BOLT (SEE NOTE 4) CAPACITY (LB) 1 MST48 (2) 2x (17) 16d EA END - 3,640 0 HDU2 (2) 2x (6) SIDS 1/4" x 2 1/2" SCREWS 5/8"0 2,215 0 HDU8 4x DF#2 (20) SIDS 1/4" x 2 1/2" SCREWS 7/8"0 6,970 ® HDU11 4x6 DF#2 (30) SIDS 1/4" x 2 1/2" SCREWS 1110 9,335 NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. REFER TO DETAIL 6/S5.2 FOR INSTALLATION OF MST FLOOR TO FLOOR STRAPS. REFER TO DETAIL 8/S5.2 FOR INSTALLATION OF MST STRAP TO BEAM. 3. REFER TO DETAIL 7/S5.2 FOR INSTALLATION OF HOLDOWN ROD FLOOR TO FLOOR CONNECTION. REFER TO DETAIL 9/S5.2 FOR CONNECTION OF HOLDOWN ROD TO BEAM. 4. INSTALL HD HOLDOWNS AT FOUNDATION WALLS OR THICKENED SLAB FOOTINGS PER DETAIL 4/S4.1. 5. AT ALL HOLDOWN CHORDS, PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHED. SHEET: RESUB Sep 03 2024 3OF EDM SENT ICES A "All CORNER BARS x MAY BE SUBSTITUTED FOR ALL Q I'% — , _ AS OTHERWISE NOTED OR SHOWN TYPICAL CONCRETE WALL REINFORCING DETAIL SCALE: NTS 1.5 H LAP SPLICE MIN TYP T/2 Q ~ III —III- J d m -III=III BENT BARS TO MATCH YT3 & LAP FOOTING BOTTOM REINF UNDISTURBED EARTH OR CLR COMPACTED FILL PER YP STRUCTURAL NOTES T = FTG THICKNESS PER PLAN, SCHED, AND DETAILS TYPICAL STEPPED WALL FOOTING SCALE: 1/2" = V-0" C-3�J ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 TRENCH EXCAVATION PARALLEL TO FTG SLEEVES TO 1'-6" MIN 1LR ALL SIDES TOF PIPE JO PIPES ALLOWED N THIS REGION. _OWER FTGS AS ZEQ'D / BOF / LOWER BOF - z AS REQ'D 9" MIN PIPE TRENCH EXCAVATION PARALLEL TYP TO FOOTING IS NOT ALLOWED BELOW THIS LINE. STEP FTG AS REQUIRED FOR THIS CONDITION TYPICAL PIPE PENETRATION AT WALLS AND FOOTINGS SCALE: 1/2" = V-0" NOTE: RAISE STEM WALL AS REQ'D AT PERIMETER AREAS WHERE NEEDED DUE TO CIVIL GRADES. STUD WALL PER FRAMING PLAN NOTES SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE x z_Q TOP OF ASPHALT WHERE APPLICABLE � oo N PAVING OR FINISHED GRADE PER ARCH DRAWINGS SILL PL AND AB DIA AND SPACING PER SHEAR WALL SCHED (2) #4 CONT TOP PROVIDE BLOCK OUT AT DOOR OPENINGS SLAB ON GRADE AND SUBGRADE PER FOUNDATION PLAN #4 @ 12" OC EA WAY CENTERED IN WALL X X 000 _ no 000 no 0 (Dpo o o z -I vInIIo — I-- 0 0O o 0o DoOo 00 Do00o io O O o00o 0 00 0 0 O°o0°o00Q 0 O0000°0 0 w a N cz J o_ FOOTING DRAIN 78 _ PER TYPICAL n' u DETAIL ALT HOOK AS SIZE & REINF SHOWN PER PLAN & SCHED 06/ 07/ 2� TYPICAL STEM WALL DETAIL SCALE: 1" = V-0" DESIGN: DRAWN: CHECK: JOB NO: DATE: 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 0 0 o° O 00 0000 O Ooo 0 o 0oo00 Oo0oo0 0 O00 : 00 1 LINE OF MAX EXCAVATION. 1 i IF SOIL IS OVER EXCAVATED, REPLACE WITH LEAN MIX FIRM BEARING SOIL OR CONCRETE. COMPACTED STRUCTURAL FILL TYPICAL FOOTING DRAIN SCALE: 1" = V-0" STUD WALL PER FRAMING PLAN NOTES IN ALL AREAS WITH EXPOSED CONC FLOORS, EDGE SLAB WITH 1/8" MAX RADIUS AND FILL JOINT WITH SEALANT PROVIDE 5/8"0 x T-0" SHEAR WALL PER SMOOTH SLIP DOWEL BARS PLAN AND SCHED AT 12" OC, TYP UNO COUNTERSINK ADDITIONAL END STUD AS REQ'D N HOLDOWN PER PLAN AND SCHED THREADED ROD AS GREASE THIS REQ'D FOR HOLDOWN HALF OF BAR W/ NUT AND WASHER AT BASE. EXTEND ROD TYPICAL CONSTRUCTION JOINT INTO FTG, TYP UNO f�_k I I I I SAWCUT JOINT - IN ALL AREAS WITH I I I I EXPOSED CONC. FLOORS, FILL JOINT I I l = WITH SEALANT. IN LIEU OF SAWCUT I I JOINTS CONTRACTOR MAY USE ZIP I I STRIP PLACED WITH SLAB TOP OF FTG I I I II � II � II II II � II _ TYPICAL CONTRACTION JOINT m U HOLDOWN DETAIL CONC SLAB ON GRADE SLAB REINF AT CENTER OF SLAB OR AT TOP AND BOT. REINF SHALL NOT PASS THRU JOINT CONC SLAB ON GRADE SLAB REINF AT CENTER OF SLAB OR AT TOP AND BOT TYPICAL SLAB ON GRADE DETAILS SCALE: 1" = V-0" ` v I SCALE: 1" = V-0" AB PER SHEAR WALL SCHED III I OR STRUCTURAL NOTES —I #4 CONT NOSING BAR — #4@12" PT SILL PL PAVING OR GRADE SLAB ON GRADE AND SUBGRADE OC EA WAY PER ARCH DWGS PER FOUNDATION PLAN. SLOPE �i � SLAB PER ARCH PLAN Cry SLAB ON GRADE AND SUBGRADE PER PLAN NOTE: X X X X X X — IF CONC SIDE WALL OR END WALL IS X X X I I I pC X X X X —III—III—I I 0 o o 00 00 Oo °(j PRESENT, PROVIDE DOWELS FROM CONC WALL TO MATCH THE #4 @ 12 #4 CON I I 0 X o 0o o b o oo o b o oo o �o p0 �O l o, o 0, o oo Oo o� oo =�El —I I p z o DO Op op � o, o o 69 cp �o O -I I I IIIIIIIIIIIII I- /i5o III_ 111 -III cc SIZE & REINF 1 1 MAXIMUM (1) #4 CONT 10" u PER PLAN AND SCHED SLOPE CONTINUOUS FOOTING DETAIL THICKENED EDGE SLAB YPICAL CONCRETE STAIR SECTION (*—iSCALE: SCALE: 1" = V-0" SCALE: 1" = V-0" 1" = V-0" DTR MARK DATE DESCRIPTION 06/07/23 PERMIT SUBMITTAL JOS DMT 23038.10 06/07/23 COCHRAN RESIDENCE 8475 FREDERICK PLACE EDMONDS, WA 98026 FOUNDATION DETAILS SHEET: RESUB Sep 03 2024 CIT FMEEDMO S DEV NT ICES ,a ARTME ■ C3�J ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 06/ 07/ 2� DESIGN: DTR MARK DATE DESCRIPTION 06/07/23 PERMIT SUBMITTAL DRAWN: JOS CHECK: DMT JOB NO: 23038.10 DATE: 06/07/23 REFER TO TOP OF WALL DETAILS 2/S4.1, 2/S5.3, OR 3/S5.3 WHERE APPLICABLE r i FRAMED PONY I I WALL PER PLAN I I I I I I I I FINISHED GRADE \� PER ARCH MIRADRAIN 6000 TIGHT LINE TO FOUNDATION DRAIN BACKFILL W/ FREE DRAINING MATERIAL FOOTING DRAIN PER TYPICAL DETAIL "F" BARS O •• • .• • •� •• 0• •• 0.• • I MIN 1 1/2" CLR 0 0.0 OOO o 00 OoO o� �0 0 0 °° o 0 °0bo 0 0 0 0OOo 0,OO°° o 000°0 00 '1 OOoO o o RETAINING WALL SCHEDULE WALL GEOMETRY WALL REINFORCING MAX "T" "B" IT, "D" "S" BARS "F" BARS " H' 4'-0" 0'-9" 0'-9" 8" 12" #4 @ 12" q- NOT REQ'D 6'-0" 1 V-0" V-6" 8" 12" #4 @ 12" (� NOT REQ'D 8'-0" 1'-6" 2'-4" 8" 12" #4 @ 8" EXT FACE #4 @ 9" 10'-0" 2'-2" 3'-0" 8" 1'-1" #5 @ 6" EXT FACE #5 @ 12" NOTES: 1. FOUNDATION SHALL BEAR ON UNDISTURBED NATIVE SOIL OR COMPACTED FILL. 2. NOTE THAT THE RETAINING WALLS LESS THAN 8'-0" TALL HAVE REINFORCEMENT CENTERED IN THE WALL. ALTERNATE HOOK DIRECTION INTO FOOTING EVERY OTHER BAR. 3. THE RETAINING WALLS 8'-0" & TALLER HAVE REINFORCEMENT IN EACH FACE AS SHOWN. (2) #5 BARS #4 @ 16" OC HORIZ EA FACE FOR WALLS 8'-0" & TALLER (SINGLE LAYER #5 @ 15" OC FOR WALLS SHORTER THAN 8'-0") #4 @ 12" OC FOR 8'-0" AND TALLER WALLS "S" BARS FINISHED GRADE OR SLAB ON GRADE COMPACTED BACK FILL -X X ol "S" BARS m U #5 @ 12" OC TOP & BOTTOM "B" I " t " I "T" RETAINING WALL SECTION SCALE: 3/4" = V-0" RETAINING WALL SCHEDULE WALL GEOMETRY WALL REINFORCING WALL MAX "T" "B" "t" "D" "S" BARS "F" BARS TYPE "H" 1 4'-0" 0'-9" 0'-9" 8" 12" #4 @ 12" NOT REQ'D 2 6'-0" V-0" V-6" 8" 12" #4 @ 12" NOT REQ'D 3 8'-0" 1'-6" 2'-4" 8" 1 12" #4 @ 8" EXT FACE #4 @ 9" NOTES: 1. FOUNDATION SHALL BEAR ON UNDISTURBED NATIVE SOIL PER GEOTECHNICAL REPORT. 2. NOTE THAT THE 4' AND G TALL RETAINING WALLS HAVE REINFORCEMENT CENTERED IN WALL. ALTERNATE HOOK DIRECTION INTO FOOTING EVERY OTHER BAR. 3. REFER TO PLAN FOR ADDITIONAL REINF REQ'D AT WALLS SUPPORTING PT SLAB. ;11N Z� F- F- w w 0 0 w w z z Q Q F- uj w w cr- cr COCHRAN RESIDENCE 8475 FREDERICK PLACE EDMONDS, WA 98026 FOUNDATION DETAILS (2) #5 BARS #5 @ 15" OC OR #4 @ 10" OC HORIZ "S" BARS COMPACTED BACK FILL FINISHED GRADE OR PAVING PER ARCH -7 r X X X o _ r4 U J U/ #5@12"OCJ °-o 000 Do o-o OOb �°-o 0 OOb MIN 1 1/2" A ° CLR o°ro i;� oo °° ° ° O ° 0 0 0° O O 0 °0°° ° ° ° o O oO 0 0 O 0 0 ° 77 0 FINISHED GRADE OR PAVING PER ARCH BACKFILL W/ FREE DRAINING MATERIAL FTG DRAIN PER TYPICAL DETAIL O O O O 1-111-11 "F" BARS #5 @ 12" OC "S" BARS "T" I "t" I "B" RETAINING WALL SECTION SCALE: 3/4" = 1'-0" SHEET: RESUB Sep 03 2024 Y OF ED S D OPME ES EPAR ENT ■ HEADER PER PLAN CRIPPLE STUDS PER PLAN; DO NOT CUT AWAY MATERIAL FROM CRIPPLE STUDS FULL -HEIGHT HOLDOWN CHORD AB W/ SIMPSON BP PL WASHER, TYP PT SILL PL PER SHEAR WALL SCHED CONCRETE FOOTING OR P/T SLAB STAGGER NAILS ON EA SIDE OF PANEL JOINT AS REQUIRED PER SHEAR WALL SCHED -n-------�- - I.I I•I II II II II II II II II I II II I I•I I•I •11 II II I 1 1 I I I I I I I.1 1 I I I I I I I I I I I I I I I I 1 1.1 I I• I I I I I I I II II I•I I I I II II I� I I II.11 II II I I I III II II I•I II III 1 I•I I I I I I.I II.11 II II I• I II 1111 II II I.I II II11 II II I� I II II.11 II II I I II � I I � I I I I I •i i. I i•i I i�i i i i• I I I 1111 II II I.I II II11 II II 1� I II II.11 II II I I II II11 II II 1.1 II III 1 I•I I.I I I I.I I I.1 1 I I I I 1• I 11 II II I•I II II II 1• I II I I I I 1 1 I I I I I •I I•I I•I I. 1 I I I I 1 1 I I II I.1 II II I� I II II I .I I I•I I I A I.I II I• I II 1------1 -- J1 II _ z II II II 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. AB SIZE AND SPACING A i— PER PLAN AND SHEAR WALL SCHEDULE, TYP TYPICAL SHEAR WALL DETAIL SCALE: 3/4" = V-0" ------ I'I I'I I'I I•I I I•I II II II II III II II II �I III II II II F'� II II II II III II II II II III II I II II II II II FRAMING AT ADJOINING I I I I•I I I PANEL EDGES PER SHEAR I I I I I I II III I'I WALL SCHED I I II jI l III II II II II I�.I II II II I II II II II I'I ICI ICI I, II II II II II ,J 11 I____ ;--�•F- ;-- ;-� F•-- - . . . ' . —� r------ ------ I i----- I I I•I I•I II II II II II II II II II II II II I I ICI ICI II II II II II II II II II II II II I I ICI ICI ff ft- II II II II II II II II II II II II I I ICI ICI II II II ------ II II I II II II II II II II II II 1L--+- _ 1L- - ---L - II II RIM BOARD ( OR BLOCKING /1 PANEL EDGE NAILING PER SHEAR WALL SCHEDULE, TYP PANEL EDGE NAILING INTO HOLDOWN CHORDS, TYP INTERMEDIATE NAILING @ 12" OC SHEATHING PER PLAN AND SHEAR WALL SCHEDULE HOLDOWN CHORD PER SCHEDULE. REFER TO TYPICAL BUILT-UP COLUMN DETAIL ADDITIONAL END STUD IF REQUIRED TO PROVIDE COUNTERSINK FOR HOLDOWN BOLTS HOLDOWN ANCHORAGE PER PLAN AND SCHEDULE SIMPSON CNW COUPLER 1/2" TO NUT W/ SIZE TO MATCH SHEATHED E HOLDOWN ANCHORAGE PANELEDGE NAILING PER SHEAR WALL SCHED CONTINUE HOLDOWN CHORD TO FOUNDATION EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC (2) ROWS OF 0.131"o x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP CONCRETE STEM WALL CONCRETE FOOTING 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 PLATE WASHER PER SHEAR WALL SCHED SECTION A -A SCALE: 1 1/2" = V-0" B. 'T' INTERSECTION TYPICAL WALL INTERSECTION DETAIL SCALE: 1" = V-0" NOTE: 2x OR 3x BLOCKING ONLY STAGGER SHEATHING IF BLOCKED DIAPHRAGM AS SHOWN. (IBC TABLE IS SPECIFIED 2306.3.1, CASE 1 OR 3) FRAMING MEMBERS W/ INTERMEDIATE SPACING PER PLAN FRAMING MEMBERS SHEATHING PANEL, 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 CONTINUOUS - - - � ADJACENT NAILS IN A ROW PANEL EDGES ADJACENT NAILS IN A ROW ARE TO BE DRIVEN FROM OPPOSITE SIDES, TYP SUPPORTED PANEL EDGES II II II /I DIAPHRAGM BOUNDARY (SHEAR WALL, BEAM, OR DRAG STRUT) TYPICAL FLOOR/ ROOF SHEATHING DETAIL SCALE: NTS (2) ROWS OF (8) 0.131"o x 3" 2 1/4" END NAILS @ 3" OC EA SIDE OF DISTANCE, TYP SPLICE AND (2) @ 9" OC ELSEWHERE W/ 1 1/2" EDGE DISTANCE 3" OC SPACING TOP CHORDJ SPLICE AT LOCATIONS WHERE IT IS NOT POSSIBLE BOTTOM TO INSTALL THE SPECIFIED 0.131"o 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 TYPIC���OP PLATE SPLICE DETAIL 4 SCALE: 1" 2x6 STUD @ 2x4 CROSS WALL 2x8 STUD @ 2x6 CROSS WALL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP NOTE: SUPPORTS AT SOLID POSTS S I M BEAM PER AND SCHE SIMPSON LTP4 C A35 FRAMIIN ANCHOR EACH SII OF BEA SOLID OR MULT STUD COLUMN PER F,­ BEAM WIDTH, MIN UNO PARALLEL TO STUD WALL 0.131"o 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 BEAM OR HEADER PER PLAN AND NOTES NAILING PER TYP BUILT-UP STUD COLUMN DETAIL CRIPPLE STUDS PER PLAN OR STRUCTURAL NOTES AT HOLDOWNS: PROVIDE FULL HT HOLDOWN CHORDS PER HD SCHED. OTHERWISE: (1) 2x FULL HT TYPICAL HEADER DETAIL SCALE: 1" = V-0" JOIST DIRECTION PER PLAN STUD WALL TYPICAL FLUSH BEAM SUPPORT DETAILS SCALE: 1" = V-0" SOLID STUD COLU,���_ _ . PERPENDICULAR TO STUD WALL STUD WALL DESIGN: DTR MARK DATE DESCRIPTION SHEET. 06/07/23 PERMITSUBMITTAL COCHRAN RESIDENCE q�og WA DRAWN: DRAWN: JOS 8475 FREDERICK PLACE RESUB Aft Sep 03 2024 EN G INEE RING, �' `� CHECK: D M T E D M O N D S, W A 9 8 0 2 6 D ENTMO ICES 250 4TH AVE. S., SUITE 200 ARTME EDMONDS, WASHINGTON 98020 �, asL 1� ■ JOB NO: 23038.10 PHONE (425) 778-8500 ONAL FAX (425) 778-5536 WOOD FRAMING DETAILS 06/01123 DATE: 06/07/23 TREAD/RISER PER ARCH USE 1 1/8" PLYWOOD TREADS UNO 2x12 BLOCKING AB PER STRUCTURAL NOTES OR PROVIDE HILTI X-DNI (0.145"0) @ 12" OC. EMBED MIN 2" INTO CONCRETE W/ STANDARD STEEL WASHER TREATED 2x SILL PLATE o X X X X X X X X X— u op, 00of 7L�'& I� � 0° 0 0° 0 v' 00 eo o°O°� W • • 0 1 SIZE & REINFORCING m v MAXIMUM SLOPE PER PLAN AND SCHEDULE A. TYPICAL STRINGER TO LOWER LANDING TYPICAL STAIR SECTIONS SCALE: 1" = V-0" 2x12 NOTCHED STRINGER DO NOT OVERCUT NOTCHES FOR TREAD/RISER 2x6 SISTERED TO SIDE OF 2x12 W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" OC AS SHOWN J Q �zz ��m m<� N O LL z000 0 z zLDm O Of V) O D a 2x6 SISTERED 3LOCKING =VELED PLATE -UD WALL OR JI PER PLAN 0 -V IVIHA JrHfv DC I vv CCIV LANDINGS B. TYPICAL STRINGER TO PONY WALL TREAD AND RISERS PER ARCH BEAM PER PLAN SIMPSON HUC28-2, EACH STRINGER, WITH FULL NAILING 2x12 NOTCHED STRINGER 2x6 SISTERED PER SECTION A I NOTCH BEAM AS REQUIRED 8'-0" MAX SPAN BETWEEN LANDINGS C. TYPICAL STRINGER TO CENTER BEAM CHORD SIZE PER HOLDOWN SCHEDULE SIMPSON STRAP WITH FASTENERS PER HOLDOWN SCHEDULE INSTALL MAX NAILING INTO RIM OR BLOCKING WHERE POSSIBLE JOIST DIRECTION PER PLAN FILL JOIST SPACE WITH FULL DEPTH BLOCKING TO MATCH DIMENSIONS OF STUD COLUMN ABOVE TYPICAL STRAP HOLDOWN DETAIL SCALE: 1" = V-0" SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES BREAK SHEATHING AT PLATE UNO 1 1/2" LSL 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 A. TYPICAL FRAMING STUD WALL PER STUD WALL PER FRAMING PLAN NOTES FRAMING PLAN NOTES NOTE: SILL PLATE NAILING SHEATHING AND NAILING SILL PLATE NAILING FOR NOTES AND DETAILS PER PLAN AND SHEAR PER PLAN AND SHEAR PER PLAN AND SHEAR NOT CALLED OUT REFER WALL SCHEDULE OR WALL SCHEDULE OR WALL SCHEDULE OR TO DETAIL 1 STRUCTURAL NOTES STRUCTURAL NOTES STRUCTURAL NOTES SHEATHING AND NAILING PER PLAN 1 1/2" LSL RIM SHEATHING AND `NAILING PER PLAN, (4) 10d NAILS BREAK SHEATHING AT RIM AND PROVIDE PANEL NAILING EA SIDE OF JOINT PER SW SCHED 1 1/2" LSL RIM JOIST I -JOISTS PER PLAN PANEL EDGE NAILING I -JOISTS PER PLAN (3) 0.131"0 x 3" AND SCHEDULE PER PLAN AND SHEAR AND SCHEDULE NAILS EACH END WALL SCHEDULE OR 2x4 BLOCKING AT STRUCTURAL NOTES I -JOISTS PER PLAN SHEAR WALLS AND SCHEDULE 1 1/2" LSL BLOCKING @ 4'-0" OC MAX TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = V-0" BEAM PER PLAN 2x12 STRINGER (4) 8d NAILS @ BLOCKING HUC28-2 W/ FULL NAILING D. TYPICAL STRINGER TO UPPER LANDING CHORD SIZE PER HOLDOWN SCHEDULE SIMPSON HOLDOWN PER PLAN AND SCHEDULE JOIST DIRECTION PER PLAN FILL JOIST SPACE WITH BLOCKING TO MATCH DIMENSIONS OF STUD COLUMN ABOVE COUNTER SINK ADDITIONAL END STUD FOR BOLTS TYPICAL ROD HOLDOWN DETAIL SCALE: 1" = V-0" JOIST PER PLAN BLOCKING @ 24" OC B. ALTERNATIVE SHEAR WALL FRAMING SHEAR V\ PER PLAP HOLDOVA PER PLAN BEND AR BEAM PE PLAN (DIRECTION VARIES) JOIST PI (DIRECTION SHEATHING WHERE NOTED ON PLAN VARIES PER PLAN STAIR 2x12 `NOTCHED TREADS PER ARCH / STRINGER EXTERIOR WALL PARALLEL TO JOISTS TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = V-0" ' ' ROOF JOISTS PER PLAN SLOPED HU OR LRUZ HANGERS 2x LEDGER W/ 12" OC MAX (2) ROWS OF NO ON PLAN 1/4"0 x 5" SDS 2x6 SISTERED TO 2x12 PER SCREWS @ 16" OC TYPICAL STAIR SECTION \ GAP (IF REQUIRED) TO SUIT NOTE: ARCH FINISHES. FOR NOTES & INFO NOT SPECIFICALLY CALLED OUT REFER TO DETAIL 1/S5.2. TYPICAL STAIR SECTION SECTION SCALE: 1" = V-0" SHEAR WALL PER PLAN HOLDOWN STRAP PER PLAN, FIELD BEND AROUND BEAM CONTINUOUS RIM HEADER BEAM PER PLAN FLUSH BEAM HEADER TYPICAL STRAP HOLDOWN TO WOOD BEAM SCALE: 1" = V-0" SCALE: 1" = V-0" ROOF SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES DF BLOCKING (MATCH WALL THICKNESS) W/ A35 CLIP EA END, TOP JOISTS PER PLAN AND SCHEDULE STUD WALL PER PLAN 1LDOWN R PLAN DOD BEAM R PLAN _,ARING PLATE 3/8 x 3 1/2 x 0'-3 1/2" ROD HOLDOWN TO WOOD BEAM SCALE: 1" = V-0" DESIGN: DTR MARK DATE DESCRIPTION SHEET. 06/07/23 PERMITSUBMITTAL COCHRAN RESIDENCE q�og WA DRAWN: DRAWN: JDS 8475 FREDERICK PLACE RESUB AftSep 03 2024 ENGINEERING �''' CHECK: DMT EDMONDS, WA 98026 PMPED SEs 250 4TH AVE. S., SUITE 200 EPAR ENT EDMONDS, WASHINGTON 98020 asli 1� S50 PHONE (425) 778-8500 �`rIJOB NO: 23038.10 ON FAX (425) 778-5536 WOOD FRAMING DETAILS 06/01123 DATE: 06/07/23 SHEATHING & NAILING PER PLAN & SHEAR WALL SCHED OR STRUCTURAL NOTES STUD WALL PER PLAN FLOOR SHEATHING & NAILING PER PLAN NOTES SHEATHING & NAILING PER PLAN NOTES (4) 10d NAILS SHEATHING AND SHEATHING AND NAILING PER PLAN AND PT SILL PL W/ ANCHOR BOLT NAILING PER PLAN AND SHEAR WALL SCHED SIZE AND SPACING PER SW SCHED OR STRUCTURALNOTES SHEAR WALL SCHED 10 SILL PLATE NAILING PER SILL PLATE NAILING PER 10 SHEAR WALL SCHED 3x PT LEDGER W/ (2) STAGGERED SHEAR WALL SCHED ROWS OF 3/4" 0 AB @ 16" OC 10 SHEATHING PANEL EDGE EMBEDDED 6" INTO CONCRETE WALL SHEATHING PANEL EDGE NAILING PER SW SCHED NAILING PER SW SCHED . .... OR STRUCTURAL NOTES _� OR STRUCTURAL NOTES PRE-ENGINEERED FLOOR all z ®— z oil _® in DECK JOISTS PER PLAN TRUSSES PER PLAN �� TL TRUSS BLKG PER MFR @ 2x LEDGER W/ (3) 1/4"0 x 5" 48" OC, FIRST BAY ONLY SIDS SCREWS @ 16 OC; i ® ® i i ATTACH JOISTS TO LEDGER W/ 3 1/2" x 14" PSL RIM _ SIMPSON LUS HANGERS TRUSS PER PLAN HANGER PER TRUSS MFR DECK SECTION SECTION SECTION SCALE: 1" = V-0" DIAPHRAGM BOUNDARY NAILING 1 1/2" LSL RIM DIAPHRAGM BOUNDARY NAILING SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES DECK FRAMING SCALE: 1" = V-0" C3� ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 HANDRAIL & ANCHORAGE TO STRUCTURE BY OTHERS PLYWOOD SHEATHING PER FRAMING NOTES JOIST PER PLAN & SCHEDULE 2x BLOCKING W/SILL PLAT NAILING 06/ 01/ 2� SCALE: 1" = V-0" DIAPHRAGM BOUNDARY NAILING 1 1/2" LSL RIM DIAPHRAGM BOUNDARY NAILING SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES DECK FRAMING SCALE: 1" = V-0" NDRAIL & ANCHORAGE STRUCTURE BY OTHERS 10d NAILS I BLOCK ST PER PLAN iCHED (3) 16d NAILS SL BLOCKING OC ;KING W/ SILL PLATE NAILING SCALE: 1" = V-0" SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHED SLAB ON GRADE AND SUBGRADEPER FOUNDATION PLAN DESIGN: DTR MARK DATE DESCRIPTION 06/07/23 PERMIT SUBMITTAL DRAWN: JOS CHECK: DMT JOB NO: 23038.10 DATE: 06/07/23 — X X ®11 0.000 00 o.� 0 o 69 0 000 00 'I —III LJ SECTION SCALE: 1" = V-0" SHEATHING & NAILING PER PLAN & SHEAR WALL SCHED OR STRUCTURAL NOTES PT SILL PL W/ ANCHOR BOLT SIZE AND SPACING PER SW SCHED OR STRUCTURAL TRUSS RIM OR BLKG PER NOTES TRUSS MFR; DESIGN BLKG 3x PT LEDGER W/ (2) STAGGERED FOR IN -PLANE SHEAR AT ROWS OF3/4"O AB @ 16" OC SHEAR WALLS ONLY EMBEDDED 6" INTO CONCRETE WALL FLOOR TRUSS PER PLAN NOTE: FOR NOTES & INFO NOT SPECIFICALLY CALLED OUT REFER TO DETAIL 3. FLOOR SHEATHING AND NAILING PER PLAN FLOOR TRUSS PER PLAN BREAK SHEATHING AT TOP OF DBL TOP PLATE & PROVIDE LTP4 ANCHORS PER SHEAR WALL SCHED STUD WALL PER FRAMING PLAN NOTES SILL PLATE NAILING PER PLAN & SHEAR WALL SCHEDULE OR STRUCTURAL NOTES SHEATHING & NAILING PER PLAN PRE-ENGINEERED FLOOR TRUSS PER PLAN EXTERIOR WALL FRAMING DETAIL SCALE: 1" = V-0" SHEATHING & NAILING PER PLAN &SHEAR WALL SCHED OR STRUCTURAL NOTES SHEATHING & NAILING PER PLAN NOTES DECK JOIST PER PLAN 2x LEDGER W/ (3) 1/4"0 x 5" SIDS SCREWS @ 16" OC; ATTACH JOISTS TO LEDGER W/ SIMPSON LUS HANGERS HEADER PER PLAN DECK SECTION SCALE: 1" = V-0" COCHRAN RESIDENCE 8475 FREDERICK PLACE EDMONDS, WA 98026 WOOD FRAMING DETAILS 2x6 HF STUD PONY WALL 6x BLKG W/ (2) A34 CLIP EA END SHEATHING & NAILING PER PLAN & SHEAR WALL SCHED OR STRUCTURAL NOTES TRUSS RIM OR BLKG PER TRUSS MFR; DESIGN BLKG FOR IN -PLANE SHEAR AT SHEAR WALLS ONLY SILL PLATE NAILING PER PLAN & SHEAR WALL SCHED BREAK SHEATHING AT TOP OF DBL TOP PLATE & PROVIDE PANEL NAILING EA SIDE OF JOINT PER SW SCHED STUD WALL PER FRAMING PLAN NOTES SILL PLATE NAILING PER PLAN & SHEAR WALL SCHEDULE OR STRUCTURAL NOTES FSHEATHING PER PLAN NOTES L PRE-ENGINEERED FLOOR TRUSS PER BOUNDARY NAILING PER PLAN SHEAR WALL SCHED TRUSS BLKG PER MFR @ 48" OC, FIRST BAY ONLY EXTERIOR WALL FRAMING DETAIL x Q 0 SCALE: 1" = V-0" MST27 STRAPS, EA END HEADER PER PLAN :I I •I I :I I PER PLAN 'I I •I I :I I •I I SHEATHING AND NAILING PER PLAN •FF AND SHEAR WALL .I I SCHEDULE ;I I HOLDOWN PER PLAN AND SCHED, TYP (2) #4 HOOKED DOWEL EA END OF STEM EXTEND CONC FTG STEM WALL PER PLAN WHERE INDICATED _ ON PLAN 10 10d NAILS @ 3" OC EA WAY STAGGERED 2x6 FLAT BLOCKING AT ANY PLYWOOD JOINTS, JOINTS MUST BE LOCATED WITHIN 24" OF MID HEIGHT ANCHOR BOLT PER SHEAR WALL SCHED (1) MIN (3) #3 TIES TOP AND REMAINDER @ 6" OC CONC STEM WALL PER PLAN #4 HOOKED DOWEL @ 12" OC MAX CONVENTIONAL SHEAR WALL m V SLENDER SHEAR WALL ELEVATION SCALE: 1/2" = V-0" SHEET: RESUB Sep 03 2024 5D� OF ED S PME CES PAE ■ DIAPHRAGM BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES FULL DEPTH BLKG RIPPED TO MATCH SLOPE OF ROOF PROVIDE BOUNDARY NAILING AT TOP PLATE PER SHEAR WALL SCHEDULE SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE ROOF SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES ROOF RAFTERS PER PLAN 2x4 BLKG W/ SILL PL NAILING PER SHEAR WALL SCHED SIMPSON H2.5A TIE STUD WALL FRAMING PER PLAN NOTES TYPICAL RAFTER SUPPORT DETAIL SCALE: 1" = V-0" SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES 2x OUTLOOKER (24" MAX OVERHANG) GABLE END TRUSS SHEATHING AND NAILING TO MATCH SHEAR WALL BELOW SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE DIAPHRAGM BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES 2x4 FLAT OUTLOOKER @ 24" OC, 24" MAX OVERHANG 2x FULL DEPTH RIM. NOTCH AT OUTLOOKERS 2x FULL DEPTH BLKG @ 4'-0" OC SHEATHING PER PLAN & SHEAR WALL SCHEDULE SIMPSON A35 CLIPS @ 24" OC (4) 10d NAILS @ BLKG ROOF SHEATHING & NAILING PER ROOF FRAMING PLAN NOTES ROOF VENTILATION 10d NAILS @ 6" OC PER ARCH FASTEN JOIST TO BEAM WITH #14 x 15" SCREWS ROOF SHEATHING AND 2x4 BLOCKING W/ SILL VENT HOLE TRUSS OVERFRAMING NAILING PER ROOF PLATE NAILING PER AS URN EQ'D 2x HF BLOCKING EACH PER TYP DETAIL FRAMING PLAN NOTES SHEAR WALL SCHEDULE 2x BLKG RIPPED SIDE OF RIDGE BEAM SHEATHING & NAILING PER DIAPHRAGM BOUNDARY ROOF JOIST ROOF FRAMING PLAN NOTES NAILING PER ROOF PER PLAN 1 I FRAMING PLAN NOTES / ROOF JOIST PER PLAN ROOF SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES (3) 10d NAILS EA END 10d NAILS @ 6" OC NOTCH JOISTS AS SHOWNA\ A34 CLIP EA BLOCK FULL -HEIGHT STUD WALL PER PLAN & NOTES ROOF RAFTER CONNECTION (NON -BEARING SCALE: 1" = V-0" DIAPHRAGM BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES A35 CLIP PER SW SCHED (24" OC MAX) A35 EACH LINE OF BLOCKING OPTION A. BLOCKING AND STRAPS TYPICAL GABLE END SECTION SCALE: 1" = 1'-0" C3� EN G INEE RING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 06/ 01/ 23 SIMPSON LSTA15 STRAP EACH SPLICE 2x4 BLOCKING FOR (3) TRUSS SPACES @ 4'-0" OC MAX 6d COOLER NAILS @ 6" OC OVER EXTENTS OF BLOCKING DESIGN: DTR DRAWN: JOS CHECK: DMT JOB NO: 23038.10 DATE: 06/07/23 132-11► 1»:iWWI ►1 ° CC COLUMN CAP KING POST OR COLUMN BEYOND SECTION AT ROOF RIDGE BEAM SCALE: 1" = V-0" (4) 8d NAILS INTO EA BLOCK 2x4 BLOCKING EACH BRACE 2x4 BLOCKING EACH BRACE (6) 10d PROVIDE (2) 2x4 OR (1) 2x6 DIAGONAL BRACE AT 4'-0" OC NOTE: REFER TO CASE A FOR INFORMATION NOT SPECIFICALLY CALLED OUT OPTION B. BRACING SHEATHING & NAILING FULL DEPTH BLKG RIPPED / PER ROOF FRAMING TO MATCH SLOPE OF ROOF J PLAN NOTES SILL PLATE NAILING PER SHEAR WALL SCHEDULE PRE-ENGINEERED ROOF TRUSS PER PLAN 16d @ 6" OC PROVIDE BOUNDARY NAILING AT TOP PLATE PER SIMPSON H2.5A SHEAR WALL SCHEDULE TIE AT EACH TRUSS JOISTS PER SHEATHING AND PLAN NAILING PER PLAN AND 2x BLKG PRE -MANUFACTURED SHEAR WALL SCHEDULE STUD WALL FRAMING A34 CLIP ROOF TRUSSES PER PLAN NOTES @ 24" OC STUD WALL PER PLAN ^ SECTION SCALE: 1" = V-0" 2x HF BLKG. AT RIDGE, TYP VALLEY TRUSSES PER ROOF PLAN, TYP 2x4 SLEEPER TYP W/ (2) 0.131"0 x 3 1/2" NAILS EACH TRUSS PRE-ENGINEERED ROOF TRUSSES OR RAFTER FRAMING PER ROOF PLAN TYPICAL OVERFRAMING DETAIL TYPICAL TRUSS SUPPORT DETAIL SCALE: 1" = V-0" S I M 5 PRE-ENGINEERED ROOI TRUSSES OR RAFTEF FRAMING PER ROOF PLAN PROVIDE CONT DOUBLE TOP PLATE OVER BEAM (LAP W/ ADJACENT WALLS) BEAM PER PLAN ROOF TRUSS SUPPORTED BY BEAM SCALE: 1" = 1'-0" \ r / SCALE: 1" = V-0" MARK DATE DESCRIPTION 06/07/23 PERMIT SUBMITTAL COCHRAN RESIDENCE 8475 FREDERICK PLACE EDMONDS, WA 98026 ROOF FRAMING & STEEL DETAILS SHEET: L RESUB Sep 03 2024 OFEDMO S ENT ICES ARTMEN ■ C3� ENGINEERING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 ROOF SHEATHING AND NAILING PER 5 56.1 I I I I I I I I I I I I I I I I I I I I I FLOOR FRAMING SECTION SCALE: 1" = V-0" 111010 J STUD WALL PER PLAN AND "'^Try ROOF SHEAT NAILING PE FRAMING PLAN ROOF JOISTS F SLOPED HU OR LRUZ F 2x LEDGER W/ OF 1/4"0 x 3 SCREWS C� FOR NOTES & INFO NOT SPECIFICALLY CALLED OUT REFER TO DETAIL 1/S5.2. SECTION DIAPHRAGM BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES FULL DEPTH BLKG RIPPED TO MATCH SLOPE OF ROOF 16d @ 6" OC FASTEN JOIST TO BEAM WITH #14 x 15" SCREWS ROOF SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES NOTE: AT SIM SECTION LOW ROOF IS FRAMED W/ VAULTED RAFTERS SHEATHING AND NAILING PER ROOF FRAMING WOOD STUD WALL PLAN NOTES � PER PLAN 2x6 HF LEDGER W/ (2) 16d NAILS @ 6" OC NAILS INTO BLKG 2x6 HF BLKG SLOPED PROVIDED BETWEEN STUDS —"'\' I TO MATCH LOWER ROOF PROFILE ROOF RAFTERS PER PLAN 2x4 BLKG W/ 16d @ 6" OC BEAM PER PLAN TYPICAL RAFTER SUPPORT DETAIL SCALE: 1" = V-0" HANDRAIL & ANCHORAGE TO STRUCTURE BY OTHERS ROOF SHEATHING AND NAILING PER PLAN NOTES 2x6 BLKG W/ (2) 1/4"0 x 3" SIDS SCREWS @ 6" OC I I I I I I I I I I I I I I I I I I I I I I I I I I I I ROOF TRUSS HANGER PER IPER PLAN TRUSS MFR I � BEAM PER 5 SIM PLAN 56.1 SECTION AT DECK SCALE: 1" = V-0" \ v / SCALE: 1" = V-0" DESIGN: DTR MARK DATE DESCRIPTION 06/07/23 PERMITSUBMITTAL COCHRAN RESIDENCE DRAWN: JOS 8475 FREDERICK PLACE CHECK: DMT EDMONDS, WA 98026 JOB NO: 23038.10 DATE: 06/07/23 ROOF FRAMING & STEEL DETAILS 2x4 HF STUD PONY WALL 46 BLKG W/ (2) A34 CLIPS TOP & BOT SHEATHING AND NAILING PER PLAN NOTES DECK JOIST AND HANGER PER PLAN AND SCHED BEAM PER PLAN FLOOR SHEATHING & NAILING PER FLOOR SHEATHING AND FRAMING PLAN NOTES NAILING PER PLAN AND NAI SLK 6WOC2) 16d SHEAR WALL SCHEDULE ROOF TRUSSES \ JOISTS & HANGERS PER PLAN PER PLAN & SCHED SECTION AT LOWER ROOF SCALE: 1" = V-0" ROOF SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES SILL PLATE NAILING PER SHEAR WALL SCHEDULE PANEL EDGE NAILING PER SHEAR WALL SCHEDULE STUD WALL W/ SHEATHING & NAILING PER PLAN AND SHEAR WALL SCHEDULE BEAM PER PLAN DIAPHRAGM BOUNDARY NAILING PER PLAN AND FRAMING NOTES PRE-ENGINEERED ROOF TRUSS PER PLAN. DESIGN ROOF TRUSS FOR 455 PLF IN -PLANE SHEAR LOADING UNO ON PLAN ?x4 BLOCKING AND W/ SILL SLATE NAILING PER SHEAR MALL SCHEDULE TYPICAL DRAG TRUSS SECTION SCALE: 1" = V-0" SHEET: RESUB Sep 03 2024 61�1 OF EDM S PMEN ES PAR W 06/01/2�