Loading...
APPROVED ENG PLN BLD BLD2024-1603+Architectural_Plan+12.5.2024_2.34.04_PM+4655888GENERAL NOTES SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM THESE DRAWINGS ARE THE PROPERTY OF H21), LLC. ANY REPRODUCTIONS MUST BE AUTHORIZED BY THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT. © COPYRIGHT 2024 BY H2D, LLC. THESE DRAWINGS ARE PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. 1. CODES/REGULATIONS: -CONSTRUCTION TO CONFORM TO THE 2021 INTERNATIONAL RESIDENTIAL CODE (1RC), 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 51TE DURING CONSTRUCTION. 2. CONTRACTOR'S RESPONSIBILITY: -PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES. -DO NOT SCALE CONTRACT DOCUMENTS. -iF ANY DISCREPANCIES iN THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO DE NOTIFIED IMMEDIATELY. -ALL CHANGES MADE BY THE CONTRACTOR SHALL BE SUBMITTED iN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. -THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR OMISSIONS OR PERFORMANCE OF THE CONTRACTOR. -CONTRACTOR SHALL BE RE5PON518LE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, iTS COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERV15EP BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION iN ACCORDANCE WiTH INSTRUCTIONS PREPARED BY THE SUPPLER. -ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUIREMENTS AS DEFINED BY THE EPA AND THE STATE OF WASHiNGTON. -ALL WASTE AND REFUSE CAUSED iN CONNECTION WiTH THE WORK SHALL BE REMOVED FROM THE PREMISES AND P151205EP OF DY THE CONTRACTOR. THE PREM15ES SHALL DE 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 RESPONS151LiTY 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 PISCRPANCiE5 THROUGHOUT CONSTRUCTION. ELEVATIONS SHOULD BE VERIFIED FOR EACH FLOOR LEVEL PRIOR TO PROCEEDING WiTH THE NEXT FLOOR OF FRAMING: TOP OF FOUNDATION, TOP OF SUBFLOOR, TOP PLATE AND RIDGE ELEVATIONS SHOULD BE VERIFIED DURING CONSTRUCTION. CONSULT ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION. 3. SOILS: -FOUNDATION DESIGN 15 BASED ON AN ASSUMED AVERAGE SOiL BEARING OF 2,000 PSF OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL 5E CAST ON UNDISTURBED FiRM NATURAL SOiL OR COMPACTED SOiL OF 2,000 PSF BEARING CAPACITY AT LEAST 1'-6" BELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL BE FREE OF LOOSE SOiLS, DE13Ri5, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RESPONS181LiTY iN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS. 4. ATTIC REQUIREMENTS: -APPLY ROOFING 1N ACCORDANCE WiTH iRC CHAPTER 9. PROVIDE ATTiC VENTILATION AS INDICATED ON DRAWINGS AND AS OUTLINED iN 1RC SEC R606. -THE NET FREE VENTILATING AREA SHALL 5E NOT LE55 THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY DE 1/300 PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATION LOCATED iN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OF CORNICE VENTS WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. (iRC SEC R806). -ATTIC ACCESS: MINIMUM 22" x 30" WiTH MiNiMUM 30" HEADROOM, UNOBSTRUCTED, READILY ACCE55113LE OPENING. iRC SEC R807. ACCESS DOORS SHALL BE WEATHER5TRiPPED 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 BUILDING PER iRC SECTION M1502.3 AND iMC 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 iRC SEC R308 AND WASHiNGTON STATE SAFETY GLASS LAW, EXCEPTIONS ARE AS OUTLINED iN iRC SEC R308. -GLAZING 1N LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS GLASS iN DOORS, GLAZING WiTHiN 24" ON EITHER SiPE OF A DOOR OPENING, GLAZING CLOSER THAN 18" TO A FLOOR, SHOWER DOORS AND TUB ENCL05URES SHALL BE WiRE REINFORCED, TEMPERED GLASS, LAMINATED SAFETY GLA55 OR SHATTER RES15TANT PLASTIC. -SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS. -SHOWER ENCL05URES SHALL BE APPROVED WiFE REINFORCED, TEMPERED OR. LAMINATED SAFETY GLASS OR SHATTER RES15TANT PLASTIC. -GLAZING WiTHiN 18" OF FLOOR AND GREATER THAN 18" 1N LEAST DIMENSION SHALL COMPLY WiTH IMPACT LOADS. SEE PLANS. -ALL EXTERIOR WALL GLAZING SHALL DE DOUBLE GLAZED, UNLESS NOTED OTHERWISE, AND COMPLY WiTH STATE OF WASHiNGTON ENERGY CODE. -EGRESS iN EVERY SLEEPING ROOM SHALL HAVE A MiNiMUM NET CLEAR OPENING OF 5.7 SQ. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24", MiNiMUM NET CLEAR OPENING WIDTH OF 20" AND A FINISHED SiLL HEIGHT NOT MORE THAN 44" A50VE THE FLOOR. iRC SEC R310. 7. ENERGY: -ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO iRC REQUIREMENTS AND THE WASHiNGTON STATE ENERGY CODE, LATEST EDITION. VERIFY ALL CONDITIONS BEFORE PROCEEDING WiTH WORK. -APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. -BUILDING AiR LEAKAGE TESTING, PER SEC 402.4,15 REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE. -EACH DWELLING UNiT 15 TO HAVE ONE PROGRAMMABLE THERMOSTAT FOR REGULATION OF TEMPERATURE PER SEC 403.1. -A SIGNED AFFADAViT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL 5E 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. -ALL PERMANENTLY INSTALLED LIGHTING FIXTURES EXCLUDING KITCHEN APPLIANCE LIGHTING FIXTURES, SHALL CONTAIN ONLY HiGH-EFFICACY LIGHTING SOURCES PER SEC 404.1. -WHERE THE PRIMARY HEATING SYSTEM 15 A FORCED-AiR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNiT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL ALLOW FOR, AT A MiNiMUM, A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKENDS) AND BE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE 5ETBACK5 PER DAY. 8. STAIRS: -MiNiMUM HEADROOM 6-8'; MiNiMUM TREAD 10"; MAXIMUM R15ER 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 11/2" AWAY FROM WALL. -GUARDRAIL: SHALL BE MiN 36" iN HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE BELOW. RAILINGS SHALL BE SPACED TO NOT ALLOW THE PASSAGE OF A 4-3/8" SPHERE PER 1RC 312.1.3 -INSTALL FiRE BLOCKING AT MiP-STRINGER 5PAN AND AT WALL ALIGN STRINGER. -COVER WALLS AND SOFFITS OF USABLE SPACE UNDER STAIR WiTH 5/8" TYPE 'X" GYPSUM WALLBOARD. N AS BUILT - LOWER FLOOR �'T 9. INSULATION: -INSULATION TO MEET THE CURRENT WASHiNGTON STATE ENERGY CODE REQTS FOR TABLE R402.1.2, 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-151NSULATiON AT 2X4 FRAMING AND WiTH R-21 INSULATION AT 2X6 FRAMING. REF SEC R503.1.1-EXCEPTION 2.. -WALLS TO BE INSULATED WiTH MiNiMUM R-20+5 OR R 13+10 INSULATION. DELOW GRADE WALLS TO DE INSULATED WiTH MiNiMUM R-21 INSULATION, ALLOW FOR R-5THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL UNLESS NOTED OTHERWISE. -ROOF AND CEILING INSULATED WiTH R-60 BLOWN-iN AT FLAT CEILINGS PER R402.2 AND R-38 H.D. GATT AT VAULTED AREAS UNLESS NOTED OTHERWISE. -ROOF: ALLOW FOR A MiNiMUM 1" CLEAR BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING FOR VENTING UNLESS NOTED OTHERWISE. -VENTING 15 REQUIRED iN EACH JOIST SPACE. WHERE CONTINUOUS VENTING WiTH A JOIST SPACE 15 INTERRUPTED BY A HEADER (FOR EXAMPLE AT A SKYLIGHT OR HiP), PROVIDE (2)1 1/2" VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUOUS THRU-VENTING INTO THE NEXT JOIST SPACE UNLESS NOTED OTHERWISE. -FLOORS: INSULATED WiTH R-30 GATT INSULATION OVER UNHEATED SPACE UNLESS NOTED OTHERWISE. -SLAB-ON-GRADE: PROVIDE EXTRUDED RiGiD CLOSED CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL BREAK BETWEEN SLAB AND FOOTING AND RUN FROM THE TOP OF THE 5LA8 TO THE BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAB AND FOOTING TOGETHER. UNLE55 NOTED OTHERWISE. 10. GARAGE SEPARATION: -REQUIRES 1/2" GWB ON THE GARAGE SiPE. 5/8" TYPE'X' GWB WHERE THERE 15 LiViNG SPACE ABOVE. SUPPORTING COLUMNS, WALLS AND BEAMS USE 1/2" GWB PER 1RC R302.6 -OPENINGS iNTO A GARAGE: OPENINGS INTO A GARAGE SHALL HAVE A SOLID WOOD OR HONEYCOMB -CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE FiRE RATING. DOORS SHALL BE SELF -LATCHING AND EQUIPPED WiTH A SELF -CLOSING OR AUTOMATIC -CLOSING DEVICE PER iRC R302.5.1. 11. VAPOR BARRIERS: -AN APPROVED VAPOR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, BELOW ENCLOSED 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 BARRIERS 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 iRC. -CARBON MONOXIDE DETECTORS (C.M.D.): SHALL HAVE AN APPROVED CARBON MONOXIDE ALARM INSTALLED OUTSIDE OF EACH SLEEPING AREA iN DWELLING UNITS AND iN EACH LEVEL iN ACCORDANCE WiTH THE MANUFACTURER'S REQUIREMENTS PER iRC315. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WiTH UL2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH THiS CODE, NFPA 720 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. -CARBON MONOXIDE DETECTION SYSTEMS PER iRC 315.2 THAT INCLUDE CARBON MONOXIDE DETECTORS AND AUDIBLE NOTIFICATION APPLIANCES, INSTALLED AND MAINTAINED iN ACCORDANCE WiTH THiS SECTION FOR CARBON MONOXIDE ALARMS AND NFPA 720, SHALL BE PERMITTED. THE CARBON MONOXIDE DETECTORS SHALL BE LISTED AS COMPLYING WiTH UL 2075. WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM 15 INSTALLED, iT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY. 13. CERTIFICATE & TESTING - A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WiTHiN THREE FEET OF THE ELECTRICAL PISTRBUTiON PANEL BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR. 013STRUCT THE ViSI131LITY OF THE CiRCUiT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LiST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED iN OR ON CEILING/ ROOF WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE 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 - ALL PERMANENTLY INSTALLED LIGHTING FIXTURES EXCLUDING KITCHEN APPLIANCE LIGHTING FIXTURES, SHALL CONTAIN ONLY HiGH-EFFICACY LIGHTING SOURCES PER SEC 404.1. - FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY DURNiNG PILOT LIGHTS N AS BUILT - MAIN FLOOR /1-T ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES City Of Edmonds Building Department Work REMODEL Address 18812 OLYMPIC VIEW DR Owner LIMPEL/SCHROEDER ---------------------- -------------------- Approved Date 2/05/2025 -------------------------------------------- Building Official ------------------------------------------ ----------------------------------------------- Permit Number A SEPARATE PLUMBING PERMIT IS REQUIRED. PLEASE OBTAIN A PLUMBING PERMIT FROM THE CITY OF EDMONDS \ OWNER/CONTRACTOR IS RESPONSIBLE FOR \ EROSION CONTROL AND DRAINAGE 1 I I I I I I I I I I I = _ I I I I I I I I I I I I I I I I L- - - - --- AS BUILT - UPPER FLOOR ENGINEERING DIVISION APPROVED AS NOTED Jd] tV4At",eU 02/06/2025 VV Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. N APPROVED BY P ANNING Feb 2 2025 PROJECT INFORMATION PROJECT OWNER: KEiTH AND ELiZABETH SCHROEDER 18812 OLYMPiC ViEW DR EDMONDS, WA 98020 PROJECT ARCHITECT PROJECT DESIGNER: STRUCTURAL ENGINEER: PROJECT DESCRIPTION: PROJECT ADDRESS: TAX LOT NUMBER: HEIDi HELGE50N SARAH THOMPSON/LAUREN GROTH H21) ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 96020 206-542-3734 DIRK ROGSTAD CG ENGINEERING 250 4TH AVE 5, SUITE 200 EDMONDS, WA 98020 425-77&-8500 INTERIOR REMODEL OF EXISTING SINGLE FAMILY RESIDENCE 18812 OLYMPiC ViEW DR 27031300413600 LEGAL DESCRIPTION: SECTION 13 TOWNSHIP 27 RANGE 3 QUARTER SE - LOT 1 CiTY OF ED SP #PLN20130043 REC AFN 201506105004 BEING A PTN OF GOVT LOT 3 SD SEC 13 LAND USE CODE COMPLIANCE STATISTICS ZONE: - R5 12 REQ'D 5ETBACKS: STREET SETBACK: REAR SETBACK: SiDE SETBACK: NO CHANGE PROPOSED PARKING: 2 EXISTING PARKING SPACES BUILDING HEIGHT BUILDING HEIGHT LiMiT = 25' INFORMATION: REFER TO SHEET A2.0 AND A2.1 FOR DETAILED HEIGHT INFORMATION NO CHANGE PROPOSED "REFER TO 02 SHEET FOR ADDITIONAL LAND USE CODE COMPLIANCE STATISTICS ENERGY CREDIT INFORMATION *NOT APPLICABLE: INTERIOR ONLY PROJECT 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 60 0.024 WOOD FRAME WALL 20+5 OR 13+10 0.056 MASS WALL R-VALUE 21/21 0.056 FLOOR 30 0.029 BELOW GRADE WALL 10/15/211NT + 51­13 0.042(2') 0.040(35) 0.035(7) SLAB R-VALUE AND DEPTH 10, 4 FT N/A SHEET INDEX 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS 02 SiTE PLAN, LAND USE CODE STATISTICS A1.0 LOWER FLOOR DEMOLITION PLAN A1.1 MAiN FLOOR DEMOLITION PLAN A1.2 UPPER FLOOR DEMOLITION PLAN A1.3 LOWER FLOOR PLAN A1.4 MAiN FLOOR PLAN A1.5 UPPER FLOOR PLAN A1.6 ROOF PLAN A1.7 WINDOW AND DOOR SCHEDULES A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS & DETAILS A5.0 TYP. DETAILS 51.1 STRUCTURAL NOTES 52.1 FOUNDATION PLAN 52.2 MAiN FLOOR FRAMING PLAN 52.3 UPPER FLOOR AND LOWER ROOF FRAMING PLAN 53.1 SCHEDULES 54.1 FOUNDATION AND WOOD FRAMING DETAILS 55.1 WOOD FRAMING DETAILS 25' 25' 10, i HUTT i/ I 187TH ST SW by ii o SITE c 18812 OLYMPiC wF �� o N rn ViEW DR SLAKE PL � 190TH PL SW WATER ST 5� l Nq\, \ CHERRY ST l \ CS bl \ >- w S� o> Ll N W U Z w 0 O p N O V) yj 00 LU > Q U) W C) >_ 0 w O ON � 0 � o 0000 w I� �0 V J 9716 REGISTERED ARCHITECT 5ST DIMICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 12/5/2024 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS RECEIVED Dec 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE:1/8" = 1'-0" SCALE: 1/8" = 1'-0" SCALE:1/8" = 1'-0" VICINITY MAP (NTS 01 / / X/ I I r I EXISTING REAR SETBrCK I APPROX. LOC. FOR NEW HEAT PUMP TO PROVIDE A/C, i VER. iN FIELD I I I I I I I I I I 'I I NI OR If - CD I LiNE OF MAiN FLOOR IL DECK ABOVE I I SHADED AREA: i IREPLACE EXISTING PAVERS WiTH NEW- T I I I I Q m +w _ cs� CV Q EXISTING � � DRIVEWAY TO REMAIN z X w \ \\ \ I 0 \ \ I EXISTING \ \ DRIVEWAY TO \\ \ I REMAIN q; U M a I II c 0 18812 OLYMPIC VIEW II I I DR EDMONDS, WA 9b02O INTERIOR REMODEL FOR I EXISTING SINGLE FAMILY I 'I RESIDENCE j /I ��I I ----------- 25'-011 I - REQ'D REAR SETBACK - I r I L — — — — L— — — — — — I I PL = 119.77'+/- SITE PLAN SCALE:1" =10' SiTE PLAN NOTES: 1. NO GROUND DISTURBANCE PROPOSED. NOTE THAT iF GROUND DISTURBANCE 1N NECESSARY, ALL UTILITIES TO BE LOCATED AND VERIFIED PRIOR TO ANY GROUND DISTURBANCE. 2. REFER TO STRUCTURAL ENGINEERING DRAWINGS AND CALCULATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. / 1 / / 1 1 1 - -i ----- � I I I I 37'-3/8"+/- EXiJTiNG STREET K 25'-0" RE-9P STREET SETBACK I I -+gym �Z� o � Lu (s) - oQ Cbi- 7,"'0 Xw °Lu moo ILAND USE CODE COMPLIANCE STATISTICS ZONE: R5-12 EXISTING LOT AREA (APPROX.): REQ'D SETBACKS: PARKING: FRONT (EAST) REAR (WEST) SiDE (NORTH) SiPE (SOUTH) 2 PARKING SPACES 14,969.00 5F 25' 25' 10, 10, BUILDING HEIGHT INFORMATION: BUILDING HEIGHT LiMiT: 25' REFER TO SHEETS A2.0 & A2.1 FOR DETAILED HEIGHT INFORMATION (NO CHANGES PROPOSED) ALLOWED LOT COVERAGE: 35% EXISTING LOT COVERAGE: EXISTING RESIDENCE: 1,559.3 SF TOTAL EXISTING LOT COVERAGE (NO CHANGES PROPOSED): 10% SF EXISTING GRO55 FLOOR AREA: EXISTING LOWER FLOOR CONDITIONED AREA: 913.3 SF EXISTING MAiN FLOOR CONDITIONED AREA: 1,559.0 SF EXISTING UPPER FLOOR CONDITIONED AREA: 479.3 SF TOTAL EXISTING CONDITIONED AREA (NO CHANGES): 2,951.6 SF EXISTING LOWER FLOOR UNCONDITIONED AREA (NO CHANGES): 671.6 5F (SEE ALSO GRO55 FLOOR AREA TABLES ON FLOOR PLAN SHEETS A1.3-A1.5) LLB U Z w 0 O Q > N O Cn LLJ 00 W > Q � U � U) W >- 0 w � O N o 00 LJJ I� U W 9716 REGISTERED ARCHITECT l%� HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 12/5/2024 PERMIT SET SITE PLAN, LAND USE CODE STATISTICS RECEIVED Dec 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DEMO EX. TANK WATER HEATER, PREP FOR NEW APPLIANCE DEMO POOR AND PORTION OF WALL AS SHOWN, PREP FOR NEW POST & BEAM DEMO PORTION OF WALL, PREP FOR NEW POOR DEMO BATHROOM FiXTURE5, FINISHES, SHOWER POOR, AND 5HOWER PAN (CAP PLUMBING) LOWER FLOOR DEMOLITION PLAN SCALE:1/4" - T-O" 0 EXISTING WALLS DEMO WALLS L _ J NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO PEMOLiTiON. 2. ALL SHORING TO BE THE RE5PON5113i1-iTY OF THE BUiLPER. CONTACT THE STRUCTURAL ENGINEER WiTH QUESTIONS. N W U Z ry W b O Q > N O (n W 00 W % Q U In W 0 > O O W O N Too o 0 W U U) 9716 REGISTERED ARCHITECT //K• � GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P. 206 . 542 . 3 7 34 www.h2darchitects.com DATE: 12/5/2024 PERMIT SET LOWER FLOOR DEMOLITION PLAN RECEIVED Dec 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.0 DEMO DOOR, PREP FOR WALL iNFiLL DEMO WINDOW, I PREP FOR \\ / WALL iNFiLL & A \ \ \\ NEW WiNDOW� 00 � \ � DEMO WINDOW, PREP FOR Iro REPLACEMENT (HIGHER SiLL)00 ��� y DEMO WINDOW & WIDEN OPENING, \ PREP FOR NEW WINDOW \, (HIGHER SiLL)�� � � � � \ � \ DEMO INTERIOR WALLS, \\�\ \\ �1V DOORS, PLUMBING FiXTI_RES, APPLIANCES, \ , Q\DINETS, & FLOORING, \\ TTP. THROUGHOUT EX �0 1 1 \\ \ PINNG, KITCHEN, -N \\ GREArT;AbT. OFFICE, AND PR ROOMS j' % \\ \ \ % \\ DEMO WINDOW, PREP FOR WALL iNFiLL & NEW WINDOWS DEMO WALLS An DEMO WINDOW \\*$\ . TO ENTRY & WIDEN 'V\ y < < \ \ \ \ OPENING, PREP FOR NEW DOOR ------------ ---3� I�DEMO DOOR, SiDELiGHT & DEMO DOOR, I TRANSOM WINDOWS, PREP FOR III' DEMO BEAM, PREP PREP FOR REPLACEMENT REPLACEMENTS III' FOR REPLACEMENT (LONGER SPAN)— DEMO WINDOW, PREP FOR REPLACEMENT I I I I I _ mom _ DEMO WINDOW, PREP FOR REPLACEMENT 7 III I I I�I I11 DEMO WINDOW, I 1 I PREP FOR 1 I REPLACEMENT I I�I I11 DEM( & WiC OPEC PREF NEW DEMO PORTION OF WALL & PREP FOR NEW WINDOW MAIN FLOOR DEMOLITION PLAN SCALE:1/4" = P-0" 0 EXISTING WALLS r - -1 DEMO WALLS L _ J NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO DEMOLITION. 2. ALL SHORING TO BE THE RESPONSiBiLiTY OF THE BUILDER. CONTACT THE STRUCTURAL ENGINEER WiTH QUESTIONS. DEMO CARPET Cad STAIR & PREP FOR NEW FiNiSHES- DEMO LOW CABINETS & PORTION OF WALL II I� DEMO CABINETRY II (MAINTAIN EX LNDRY CHUTE) DEMO DOORS, PORTION OF WALLS, AND ALL BATHROOM FIXTURES & FINISHES (CAP PLUMBING) +�� - J N�o IIII J o DEMO WALL o<o I I I I II r � I I I I I IDEMO EX I STAIR GUARD, IPREP IFOR NEW, � I � I ' -n Ilk d _ II u L____J r--i —LJ— I DEMO WINDOW, PREP FOR WALL iNFiLL III I�I I li OCIN DEMO WINDOW, PREP FOR REPLACEMENT (HIGHER SILLS) I11 I�I III I�I I11 I I I�I I I I��1 I DEMO WINDOW WALL UNiT, PREP FOR REPLACEMENT N Lu U Z W 0 O Q > N O Cn W � W i Q � U � L.L. 2i (n W o >- 0 W O ON � O o 0 W I� U 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 12/5/2024 PERMIT SET MAIN FLOOR DEMOLITION PLAN RECEIVED Dec 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al. 1 Ilk DEMO TRANSOM WINDOWS, PREP FOR REPLACEMENT (SEE ALSO NOTES ON MAiN FLOOR ENTRY) 1 Fr — — I II II I II DEMO WINDOW, m o Q I I 11 �-�REPLACEMENT PREP FOR Lu I1 <�< iI I I11 w � = I I 111 DEMO STAIR o Luz I 111 GUARD, z ^ I I I PREP FOR o I I I I NEW, TYP. DEMO EXTERIOR PARTIAL HT. WALL, TYP. I I11 I I I I I�I DEMO WINDOW, I I 111 PREP FOR NEW I I 1 DOOR & WINDOW I 1 I I I11 I I I11 I I I11 II II II UPPER FLOOR DEMOLITION PLAN �y:�s�rcyal� 0 EXISTING WALLS — DEMO WALLS L _ J NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO DEMOLITION. 2. ALL SHORING TO PE THE RESPONSiPiLiTY OF THE PUiLDER. CONTACT THE STRUCTURAL ENGINEER WiTH QUESTIONS. DEMO CAPiNET DOOR AND PORTION OF WALLS, PREP FOR PATH REMODEL I11 101 III DEMO WINDOW 1 WALL UNiT, PREP FOR .1. REPLACEMENT I (SEE ALSO 101 NOTES ON III MAiN FLOOR) I�I I11 - - - -DEMO ALL PLUMPING FIXTURES, CASEWORK AND FINISHES iN PATHROOM, TYP., PREP FOR NEW DEMO WINDOW PREP FOR REPLACEMENT L - e N W U Z ry W b O Q > N O (n W � W % Q U 3t 2i co- W 0 >. O 0 O W � O N o 0 W ) v! 9716 REGISTERED ARCHITECT /-ha'/ HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P. 206 . 542 . 3 7 34 www.h2darchitects.com DATE: 12/5/2024 PERMIT SET UPPER FLOOR DEMOLITION PLAN RECEIVED Dec 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.2 EX. W D. STAIR TO REMAIN, TY A3.0 l 30 o P ��,MN�� N0� �N PG` o �0�- C, 05 — 06 ' A3.0 NEW CENTRAL VACUUM SYSTEM SERVING MAiN \ \ \ . \ \ \ FLOOR (MFR. & MODEL \ r 7 PER CLIENT'S SPEC., ` \ 0 �' \ / - - \ \ INSTALL PER MFR.) INSTALL NEW EV CHARGING STATION PER REQ'S iN ECDC CH.17.115; VERIFY GARAGE \ \ EX. ELEC. PANEL CAPACITY & INSTALL \ \ RACEWAY W/ CONDUIT TO TERMINATE EX ` iN A 240V CHARGING OUTLET, CONFIGURE PER MFR. INSTALLATION j - __- j - � \ \ INSTRUCTIONS (VER. LOC. iN FIELD) \ \ EX. POST & BEAMS \ ADV. TO REMAIN, TYP. \ \ EX. POSTS BEAMS ABV. TO 70 \ \ \ \ REMAIN, TYP. <" 1 ` \\ \ \ REPLACE \ \ \ PAVERS 9 J \\ \ \ PATIO, TYP. \\ \ \ 01 \ \ ` REMOVE BOARD uj BATTEN WALL ` \ \ FiNiSH, TYP. \ \\ w B \ I uj \ \ \ 02 I \ ` Qo \ \\ w I \\ \� REPLACE o3 \\ F_ — —\�— — — — — - I II I I� I II EX HOT TUB I Ij I I I 02 A I -- 80 CFM EXHAUST FAN, VENT TO OUTSIDE TYP I I I I I EX LOWER FLOOR PLAN EX EX NEW GAS TANKLESS WH, VERIFY LOCATION �— EX. STORAGE NICHE W/ ADD HEAT PUMP I I SHELVING & SWINGING FOR A/C, VERIFY HALF -HEIGHT GATE, TO LOCATION REMAIN PROVIDE NEW BEAM AREA OF EX DROPPED (AND OPT. POST) Cad SOFFIT (VER. EX BMS REMOVED BEARING WALL AND/OR INSTALL NEW PER STRUCT. 9 I UP B REMOVED WALL) A3.0 S.D./C.Mp VERIFY EX. 5D/CMD I REC OR INSTALL NEW NEW FLOORING PER iRC R315.2.2 NEW GUARD Cad EX. STAIR PER CLIENT EVALUATE/ I SPEC. (MiN. 36" HT.) REPLACE GAS — — — — — FURNACE EX WOOD ----- BURNiNG — — — — — FP i EX LAUNDRY EX - - - - �FURN CHUTE TO REMAIN - - - - 41 MECH EX ® DOG EX ADD NEW WALL & 03 DOOR 9 REC ROOM SCALE:1/4" = 1'-0" 0 EXISTING WALLS ® NEW WALLS (2X6 EXT., 2X4 iNT. U.N.O.) NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE TO CENTERLINE OF ROUGH OPENING U.N.O.; REFER TO SCHEDULES & MANUFACTURER INSTALLATION REQUIREMENTS FOR ROUGH OPENING SiZE. 3. INSTALL SMOKE DETECTORS (S.D.) AT LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 4. INSTALL CARBON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF THE BEDROOMS. THE ALARM SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R315.3 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 5. SMOKE DETECTORS (S.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO BE INSTALLED 3'-0" MiNiMUM FROM BATHROOM DOORS. EX LAUNDRY EX NEW FLOORING EX SiNK EX EX E�l] DRYER WASF EX. ELEC. SUB -PANEL NEW GAS TANKLE55 WH, VERIFY LOCATION STOR _ EX i NON-CONPITiONED/ SPACE CLOS :XlR WDF6'3X5 Fr- -��7y n, 50 CFM EXHAUST FAN, VENT TO OUTSIDE TYP iNFiLL WALL OPENING TO MATCH ADJ. WALL iNFiLL EX. FLOOR OPENING ABV. UNDER EX. FLR. SHEATHING PER STRUCT., TO MATCH ADJ. FLR. FRAMING & CLG. FiNiSH; INCLUDE MiN. R-38 GATT iNSUL. iN JOIST DAYS A A3.0 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): 913.3 SF LOWER FLOOR (UNCONDITIONED): 671.6 SF TOTAL LOWER FLOOR AREA: 1,584.9 SF TOTAL CONDITIONED AREA (ALL FLOORS): 2,951.6 SF N W U Z W 0 0 Q > N O w W 00 W > Q � C-)� L.L (n W o 0 W O ON � O o 0 W I 141- U W 9716 REGISTERED ARCHITECT /k. HEIDI MICHELLE HELGESON STATE OF WASHINGTON I to"% Rol 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: 12/5/2024 PERMIT SET LOWER FLOOR PLAN RECEIVED Dec 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al .3 iNFiLL EX. WINDOW & DOOR OPENINGS; SEE EXTERIOR ELEVATIONS AND PET. 2/A3.0, TYP. 9 NORTH AND EAST ELEVATIONS — iNSTALL RANGE HOOD; HOODS OVER 400 CFM REQUIRE MAKE UP AiR. MAKE UP AiR TO BE INTERLOCKED WiTH FAN OPERATION AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST AiR RATE THAT i5 iN EXCESS OF 400CFM PER M1503.6 INSTALL GAS O�G STUD FOR RANGE EX. WD. DECK & GUARDS 04 TO REMAIN, TYP. EX. W D. STAIR & GUARDS TO REMAIN, TYP.- DN (EX.) MAIN FLOOR PLAN 0 ADD GAS LiNE ��A 05 NG 0 \� co0100 � r1 �� of 16 e60. �PSN \S�PP��NG 2'0112, OFF�G� �v 50 CFM EXHAUST FAN, VENT TO OUTSIDE TYP- DINING PROVIDE SOUND LVT DATTS Cad POWDER \ l � \ DATH WALLS, TYP. \ FURRED WALL 9tE SLIDERS FOR FRAME VERIFY EX. SD/CMD �o \ DEPTH, TYP. (VERIFY OR INSTALL NEW 5 D./C.M.D DiM. W/ MFR) PER iRC R315.2.2 ----&Io \ 07 \ NEW ARCHITECTURAL -GRADE* DROPPED GLULAM BM. \ ADV. PER STRUCT. (CURVED TO MATCH EX. WALL ADV.) \ \ LV NEW 6X6 POST \ *OPT: FRAMING -GRADE GLULAM PER STRUCT. W/ VENEER WRAP, STAINED FiNiSH NEW ARCHITECTURAL- NEW POST PER STRUCT., o GRADE* PROPPED GLULAM VENEER WRAP PER o I BM. ADV. PER STRUCT. DETAIL (STAINED FINISH) - DECK EX 08 I I LIVING I LVT 171 w Q w EX. AiR DUCT FROM LOWER FLOOR Lu r NEW F.P. MANTEL 07 I I NEW WALL-MNT T.V. REPLACE o8 NEW TAMBOUR PANELS OVER EX. BRICK iN BEDROOM (VER. FINISHED DESIGN W/ CLIENT) - A A3.0 INSTALL NEW FIXED TUBULAR SKYLIGHT PER MFR., VERIFY LOC. (MRF., SiZE & MODEL PER CLIENT SPEC.) 50 CFM EXHAUST FAN, VENT TO OUTSIDE TYP 9CALE:1/4" = 1'-0" 0 EXISTING WALLS ® NEW WALLS (2X6 EXT., 2X4 iNT. U.N.O.) NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE TO CENTERLINE OF ROUGH OPENING U.N.O.; REFER TO SCHEDULES & MANUFACTURER INSTALLATION REQUIREMENTS FOR ROUGH OPENING SiZE. 3. INSTALL SMOKE DETECTORS (S.D.) AT LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 4. INSTALL CARBON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF THE BEDROOMS. THE ALARM SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R315.3 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE DATTERY BACKUP AS REQUIRED. 5. SMOKE DETECTORS (S.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO BE INSTALLED 3'-0" MiNiMUM FROM DATHROOM DOORS. EX. F.P. 16 14 1 STqNE I UP LVT STONE INSTALL NEW FIXED TUBULAR SKYLIGHT PER MFR., VERIFY LOC. (MRF., SiZE & MODEL PER CLIENT SPEC.) DN (EX.) 15 13 2 W 18 `D k 14 ENTRY STONE REPLACE EX. GUARD 9 FLR. OPENING PER CLIENT SPEC., MiN. 36" HT. S.D. VERIFY EX. SD OR INSTALL NEW PER iRC R314.2.2 MAINTAIN EX. LNDRY CHUTE & REPLACE ACCESS PANEL, PATCH DRYWALL & PAINT FiN. PRIMARY BED LVT HALL 12 J STONE U +Cv -� & v ----------- . - . 111 ICI ICI �, I - Illlpl 36" GRDR HT; !ADV. LAN �iNFiLL EX. OPENINGS CLOS LVT NOTE: INSTALL NEW SHELF & POLE (VER. DESIGN W/ CLIENT) +/� 6-3" 12 NEW TOILET TO BE CENTERED iN ROOM A3.0 -EX. GONG. WALKWAY AND SiTE STEPS TO REMAIN EX. TiMDER PORCH ROOF POST & OUTLOOKER ABOVE TO REMAIN REFINISH EXISTING B STAIR LANDING & A3.0 TREADS, REPLACE EX. GUARDS PER CLIENT SPEC., MiN. 36" HT., TYP. 9 STAIR LEADING TO UPPER FLOOR PLANTER TO REMAIN, RE-FiNiSH PER CLIENT SPEC. iNFiLL EX. WINDOW OPENING; SEE EXTERIOR ELEVATIONS AND PET. 2/A3.0, TYP. 110 CFM EXHAUST FAN, VENT TO OUTSIDE TYP FFAMELE55 TEMP. SHOWER DOOR/ ENCLOSURE PER CLIENT SPEC. LINEAR 5H. DRAIN PER CLIENT SPEC. iNFiLL FLOORING iN EX. OPENING BELOW EX. FLOOR SHEATHING PER STRUCT NEW SKYLIGHT ADOVE, SEE ROOF PLAN SHOWERHEAD iN SKYLIGHT iNFiLL EX. WINDOW OPENINGS BELOW NEW WINDOWS; SEE EXTERIOR ELEVATIONS AND PET. 2/A3.0, TYP. A A3.0 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): 1,559.0 SF TOTAL MAiN FLOOR AREA: 1,559.0 SF TOTAL CONDITIONED AREA (ALL FLOORS): 2,951.6 SF N W U Z W 0 O Q > N O Cn W 0 LLI i Q 0� U L.L (n W >_ 0 W O O 2 O N o 0 W rUn 9716 REGISTERED ARCHITECT ;ICHELLE HELGESON 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: 12/5/2024 PERMIT SET MAIN FLOOR PLAN RECEIVED Dec 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AlA NEW TUBULAR \ / SKYLIGHT, SEE \\ / ROOF PLAN \ / / \ C / \ A3.0 \ \ EX. LOW ROOF \ \ (SEE ROOF PLAN) \ \ \ 18 \\ EX. DROPPED \ ROOF BEAMS \ ADV. TO \ REMAIN, TYP. CLOSET EX OPEN TO BELOW — EX J^E3 I A3.0 BED =_________ Ex REFINISH EX. STAIR NEW T&G FiN. 9 TREADS, REPLACE EX. SLOPED CLG. TO GUARDS, TYP. (SEE MATCH HALLWAY NOTE @ MAiN FLOOR) 19 w Q w EX. CHIMNEY 17 TO REMAIN w j � S.D. Q — — — — — — — — — EX LEXEX � 3A w °L 77 HALL EX. LAUNDRY CHUTE TO REMAIN CARPET DN (EX.) ADD NEW DECKING & MiN. 36" S'D' S.D./C.M.D REPLACE EX. GUARD @ VERIFY EX. SD OR INSTALL EX iNFiLL EX. FLOOR EDGE PER CLIENT HiGH GUARDS (PER CLIENT NEW PER iRC R314.2.2, 36„ OPENINGS* SPEC., TYP. MiN. 36" HT. SPEC) TYP. 9 EX. DECK JOISTS TYP. BOTH BEDROOMS M7^! ( ) (SEE SHT. A3.0 FOR MORE INFO) *MAINTAIN DECO. BATTEN WALL 17 VERIFY EX. 5D/CMD OR FiNiSH @ HALL & MATCH AT WALL INSTALL NEW PER iRC R315.2.2 EX iNFiLL, RE-FiNiSH PER CLIENT SPEC. AA BED NEW 4'0 VANITY A BATH a A3.o EX 80 CFM EXHAUST FAN, NEW T&G FiN. @ EX n w TUB/SH NEW TiLE VENT TO OUTSIDE TYP 20 SLOPED CLG. TO F NEW FINISHES THROUGHOUT MATCH HALLWAY — BATHROOM, TYP. EX. ROOF OUTLOOKER + 21 REPLACE NEW TOILET ABOVE TO REMAIN, TYP. I � I NEW 13UILT-iN C� j STORAGE W/ COUNTER NEW SKYLIGHT, N 3'-01/2"+/- SEE ROOF PLAN (VER. TUB DiMS) NEW TUBULAR j SKYLIGHT, SEE ROOF PLAN I I I I EX. LOW ROOF (SEE ROOF PLAN) I J I UPPER FLOOR PLAN SCALE:1/4" = 1'-0" 0 EXISTING WALLS ® NEW WALLS (2X6 EXT., 2X4 iNT. U.N.O.) NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE TO CENTERLINE OF ROUGH OPENING U.N.O.; REFER TO SCHEDULES & MANUFACTURER INSTALLATION REQUIREMENTS FOR ROUGH OPENING SiZE. 3. INSTALL SMOKE DETECTORS (S.D.) AT LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 4. INSTALL CARBON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF THE BEDROOMS. THE ALARM SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R315.3 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 5. SMOKE DETECTORS (S.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO BE INSTALLED 3'-0" MiNiMUM FROM BATHROOM DOORS. 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): 479.3 SF AREA OF FLOOR OPENING (NOT COUNTED TOWARD GFA): 268.6 SF TOTAL UPPER FLOOR AREA: 747.9 SF TOTAL CONDITIONED AREA (ALL FLOORS): 2,951.6 SF N W U Z W 0 O Q > N O Cn W 00 w > Q � U � W o >_ O 0 W O � O N o 0 W I U 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S+ I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 12/5/2024 PERMIT SET UPPER FLOOR PLAN RECEIVED Dec 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al .5 :NTKY ER POST _OOKER B A3.0 EX. ROOF OUTLOOKER TO REMAIN, TYP. A A3.0 UPPER FLOOR PLAN SCALE:1/4" = 1'-O" 0 EXISTING ROOF _ NEW ROOF NOTES: 1. INSTALL CONTINUOUS RIDGE VENT UNLESS NOTED OTHERWISE. 2. INSTALL FLASHING PER ROOFING MANUFACTURER REQUIREMENTS. 3. FLASHING AT ALL ROOF PENETRATIONS TO 13E INSTALLED PER ROOFING MANUFACTURER'S INSTALLATION REQUIREMENTS. 4. INSTALL ALL ROOFING PER SELECTING ROOFING MANUFACTURER'S INSTALLATION REQUIREMENTS, TYP. N W U Z ry W b O Q > N O (n W 00 W % Q U W 0 > O O W O N Too o 0 W Z� ) v! 9716 REGISTERED ARCHITECT A/K•1� TMICHELLE HELGESON OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P. 206 . 542 . 3 7 34 www.h2darchitects.com DATE: 12/5/2024 PERMIT SET ROOF PLAN RECEIVED Dec 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al .6 DOOR SCHEDULE ID R.O. DIMENSIONS *SEE NOTE 1 DOOR LEAF DIMENSIONS TYPE THICK AREA (SF) NOTES (REFER ALSO TO GEN. NOTES BELOW) U-VAL WIDTH HEIGHT W HT LOWER FLOOR 01 8'-0" 6'-10 1/2'' 7-111/2" 6'-10" S.G.D. 0'-1 3/4" 53.00 TEMPERED S.G.D.;SEE NOTE 6 0.30 02 6'-0" 6-10 1/2" 5'-111/2" 6'-10" S.G.D. 0'-1 3/4" 40.00 TEMPERED S.G.D. 0.30 03 2'-5" 6-10 1/2" 21-4" 6-8" SWiNG 1 0'-1 3/8" 0.00 04 2'-9" 6-10 1/2" 2-8" 6-8" SWING 1 0'-1 3/8" 0.00 05 941/2" 7-2 1/4" 9'-0" 7'-0" OVERHEAD 0'-1 3/4" 0.00 OVERHEAD GARAGE DOOR; SEE NOTE 6 06 941/2" 7-2 1/4" 9'-0" 7'-0" OVERHEAD 0'-1 3/4" 0.00 OVERHEAD GARAGE DOOR; SEE NOTE 6 MAiN FLOOR 07 6-11/2" 6-10 1/2" 8'-0" 6'-8 3/4" SLIDE & STACK SEE NOTE 10 53.83 3-PANEL FULL-LiTE SLIDING/STACKING; TEMPERED; VER. R.O. & UNiT W/ MFR. 0.30 08 8'-1 1/2" 6-10 1/2" 8'-0" 6'-8 3/4" SLIDE & STACK SEE NOTE 10 53.83 3-PANEL FULL-LiTE 5LIDING/5TACKiNG; TEMPERED; VER. R.O. & UNiT W/ MFR. 0.30 09 2'-5" 6-10 1/2" 214" 6'-8" POCKET 0'-1 3/8" 0.00 POCKET DOOR; VER. R.O. W/ MFR. 10 2'-7" 6-10 1/2" 2'-6" 6'-8" SWING 1 0'-1 3/8" 0.00 11 3'-1" 6'-8 1/2" 3'-3" 6-91/2" BARN 0'-1 3/8" 0.00 BARN -STYLE SLIDER; HARDWARE T.B.S. BY CLIENT; VER. PANEL 15 2" WIDER AND 1" TALLER THAN R.O.; TEMPERED; DECORATIVE GRiP PER CLIENT 12 3'-1" 6-10 1/2" 3'-0" 6'-8" SWING 1 0'-1 3/8" 0.00 13 5'-6" 6-10 1/2" 541/2" 6'-8" SWING 2 0'-1 3/4" 35.83 FAiR; ENTRY DOOR; VERIFY MFR. & PANEL DESIGN 14 4'-1" 6-10 1/2" 4'-0" 6-8" BYPASS 1 0'-1 3/8" 0.00 15 2'-7" 6-10 1/2" 2'-6" 6'-8" SWING 1 0'-1 3/8" 0.00 16 7-1" 16-10 1/2" 7'-0" 6'-8" BYPASS 2 0'-1 3/81, 0.00 1 INTERIOR SLIDER AT OFFICE; TEMPERED; DECORATIVE GRiP PER CLIENT UPPER FLOOR 17 6-11/2" 16-10 1/2" 6'-0" 6'-8" S.G.D. 0'-1 3/4" 40.00 1 TEMPERED S.G.D. 0.30 TUTAL EXTEKiUK VUUK AKEA: 2%6.4,9 MANUFACTURER: INTERIOR: SiMPSON OR EQUAL, SOLID CORE DOOR, PANEL DESIGN & FiNiSH SELECTED BY OWNER EXTERIOR (GENERAL): MARViN, SERIES: T.B.S., FIBERGLASS/ALUM., BLACK (SELECTION TO BE CONFIRMED BY OWNER PRIOR TO CONSTRUCTION) EXTERIOR SLIDING/5TACKING: MARViN, SERIES: MODERN MULTi-SLIDE DOOR, FiBERGLA55/ALUM., BLACK (SELECTION TO BE CONFIRMED BY OWNER PRIOR TO CONSTRUCTION) EXTERIOR DOORS TO BE NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER. GENERAL POOR 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 5. GARAGE DOORS SHALL BE LABELED WiTH A PERMANENT LABEL PROVIDED BY THE GARAGE DOOR MANUFACTURER. THE LABEL SHALL IDENTIFY THE GARAGE DOOR MANUFACTURER, MODEL/SERIES NUMBER, POSITIVE AND NEGATIVE DESIGN WiND PRESSURE RATING, INSTALLATION INSTRUCTION DRAWING REFERENCE NUMBER, AND APPLICABLE TEST STANDARD. 6. VERIFY EXISTING ROUGH OPENINGS WHERE DOORS ARE BEING REPLACED iN THE EXISTING OPENINGS PRIOR TO ORDERING THE DOORS. 7. VERIFY DOOR PANEL & FRAME THICKNESSES FOR 3-PANEL 5LiPING/STACKING DOOR, PER MFR.; COORD. WALL FRAMING DEPTH. POOR TYPE: NOTE: 1. REFER TO SCHEDULE FOR ALL DIMENSIONS UNLESS NOTED OTHERWISE. 2. REFER TO ADDITIONAL GENERAL DOOR NOTES ABOVE UNLESS NOTED OTHERWISE. FI:T`iff r-� TEMP. TEMP. C;(_1D <-- RYPAgq 1 TEMP. TEMP. TEMP. SLIDE & STACK / i / / / / / / \ SwTNr 1 nvf:WHF A r) GWTNr 9 F_ Pn(' K FT WINDOW SCHEDULE ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER AREA (SF) NOTES (REFER ALSO TO GEN. NOTES BELOW) U-VAL WIDTH HEIGHT LOWER FLOOR 01 6'-0" 4'-0" 6-91/2" A C/P 24.00 LOCATED iN GARAGE; SEE NOTE 5 02 6'-8" 4'-4" 0-10 1/2" B P 28.&9 SEE NOTE 5 0.30 03 4'-0" 4'-4" 0-10 1/2" B P 17.33 SEE NOTE 5 0.30 MAiN FLOOR 04 2'-0" 3'-10" 0-10 1/2" C C 7.67 0.30 05 6'-4" 3'-10" 6'-10 1/2" A C/P 24.28 0.30 06 6'-9" 5'-10 1/2" 6'-10 1/2" B P 26.16 0.30 07 6'-9" 5'-41/2" 6'-10 1/2" B P 36.28 TEMPERED; SEE NOTE 5 0.30 08 4'-1 1/2" 5'-41/2" 6'-10 1/2" B P 22.17 SEE NOTE 5 0.30 09 7-11" 4'-4" 6'-10 1/2" D C/P/C 34.50 VER. OPERABLE PANEL MEETS EGRESS REQ'S, SEE NOTES 9 & 5 0.30 10 3'-6" 4'-0" 0-10 1/2" B P 1.00 0.30 11 1'-10" 3'-6" 6'-10 1/2" C C 6.40 0.30 12 3'-61/4" 3'-0" 7'-3" E F 10.56 TEMPERED PRIVACY GLASS 0.30 13 3'-61/4" 3'-0" 7'-3" E F 10.56 TEMPERED PRIVACY GLASS 0.30 14 1'-9" 6'-7" 6'-91/2"+/- (SEE NOTE) B F 11.50 TEMP. SIDELIGHT; COORD. R.O. & PIMS W/ ADJOINING DOOR & TRANSOM UNITS 0.30 15 1'-6" 2'-6" 6'-10 1/2" C C 3.75 0.30 16 5'-0" 3'-6" 0-10 1/2" F H.S. 17.50 0.30 MAiN FLOOR PLATE 17 6-101/8" +/-16'-3"* 14'-2 5/8" 1 G I P 127.40 1 *ANGLED TOP; SPANS MAiN & UPPER FLOORS; TEMPERED; SEE NOTE 5 0.30 UPPER FLOOR 18 7-2 3/8" +/- 4'-9"* 12'-1" G P 23.00 *ANGLED TOP; TRANSOM OVER MAiN FLOOR ENTRY 0.30 19 7-11" +/- 7-6"* 8'-71/4" H H.S./P 45.50 *ANGLED TOP; VER. OPER. PANEL MEETS EGRESS REQ'S, SEE NOTES 9 & 5 0.30 20 1'-5 3/4" +/- 4'-8"* 7'-1" B P 6.00 *ANGLED TOP 0.30 21 4'-0" 1'-6" 5'-2" F H.S. 6.00 SEE NOTE 5 0.30 UPPER FLOOR PLATE 22 4'-6" +/-1'-9"* 9'-8 3/8" B I P 3.30 1 *ANGLED TOP; TRANSOM 0.30 ROOF - RIDGE 5K1 I 1'-10" 2'-0" - 3.67 SKYLIGHT 0.50 TOTAL EXTERIOR WiNDOW AREA: 497.52 NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER MANUFACTURER: MARViN (SELECTION TO BE VERIFIED BY CLIENT) SERIES: T.B.S., FIBERGLASS/ALUM., BLACK (SELECTION TO BE VERIFIED BY CLIENT) GENERAL WiNPOW NOTES: ADD 1/2" TO THE BOTTOM OF THE ROUGH OPENING, UNLESS NOTED OTHERWISE FOR INSTALLATION OF BEVEL SiLL 2. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS 3. SEE ELEVATIONS FOR CONFIGURATION 4. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION 5. VERIFY EXISTING ROUGH OPENINGS WHERE WINDOWS ARE BEING REPLACED iN THE EXISTING OPENINGS PRIOR TO ORDERING THE WiNDOW5 6. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS 7. TRANSLUCENT GLASS TO BE SATIN ETCH. PROVIDE GLASS SAMPLE TO OWNER/ARCH FOR APPROVAL PRiOR TO ORDERING 8. ALL WINDOWS iN SHOWERS TO BE VINYL, FiBERGLA55 OR RATED FOR USE iN WET LOCATION. VERIFY CONFIGURATION OF SHOWER WiNDOW5 WiTH OWNER PRIOR TO ORDERING. 9. EGRESS WINDOWS SHALL HAVE CLEAR OPENING DIMENSIONS OF MiN. 24" HiGH AND 20" WiDE, WiTH A MAX. 44" SiLL HT. ABOVE FiN. FLOOR AND AN OVERALL OPENING AREA OF MiN. 5.7 S.F. 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 TEMP. I II TEMP. OPERABILITY KEY A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE S.H. = SINGLE HUNG H = HOPPER C/P/C = CASEMENT/PICTURE/CASEMENT C/P = CASEMENT/PICTURE H.S./P = HORIZONTAL SLIDER/PICTURE NOTE: ANGLED TOP WHERE SHOWN ON PLANS (VER. DiMS FOR REPLACEMENT) B B C P F - 7 E MULLION F G NOTE FOR TYPE 'G': SEE EXT. ELEVATIONS AND EX. WINDOWS FOR SPECIFIC DIMENSIONS, ANGLED TOP, AND MULLION LAYOUT FOR REPLACEMENT DESIGN (VER. W/ CLIENT) H NOTE: ANGLED TOP WHERE SHOWN ON PLANS (VER. DiMS FOR REPLACEMENT) Lu U Z W 0 O Q > N O w W 00 W i Q � U � 2i U) W >_ 0 W 0 � O N o 00 W I 141- 0 W 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON A TEE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 12/5/2024 PERMIT SET WINDOW AND DOOR SCHEDULES RECEIVED Dec 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.7 SOUTH ELEVATION SCALE:1/4" = P-O" I WEST ELEVATION SCALE:1/4" = P-O" NEW GUARD AND DECKING AT EX. DECK JOISTS; SEE NOTES & DETAILS ON SHT. A3.0--) ELEVA NO PROPOSED CHANGES TO EXISTING ROOF OR CHIMNEY HEIGHT NEW FIXED SKYLIGHT, _SEE DETAIL 3/A3.0 � _ _ _ _ _ _ _ _ _ NEW FIXED TUBULAR SKYLIGHT, SEE MAiN FLOOR PLAN & SK1 ROOF PLAN EX H EX PS I DS NO PROPOSED CHANGES TO EXISTING ROOF OR CHIMNEY HEIGHT EX ROOF EL = 28'-10 5/8"+/- (T.O. EXISTING RIDGE) EX UPPER FLOOR PLATE EL = 23'-31/8"+/- (T.O. EXISTING PLATE) EX DS EX UPPER FLOOR EL=17-81/4"+/- T.O. EXISTING SUBFLOOR EX MAiN FLOOR PLATE EL=16-101/4"+/- T� (T.O. EXISTING PLATE) iNFiLL WALL PER PET. 2/A3.0, TYP. EGRESS EX DS EX MAiN FLOOR EL = 6-81/4"+/- (T.O. EXISTING SUBFLOOR) EX LOWER FLOOR PLATE EL = 7-101/4"+/- EX LOWER FLOOR EL = 0'-0"+/- (T.O. EXISTING SLAB) EX ROOF EL = 28'-10 5/8"+/- (T.O. EXISTING RIDGE) EX UPPER FLOOR PLATE EL = 23'-31/8"+/- (T.O. EXiSTiNG PLATE) 17 20 NEW GUARD AND DECKING AT EX. DECK JOISTS; SEE NOTES F- — & DETAILS ON SHT. A3.0 \ 09 `� ORES iNFiLL WALL PER PET. 2/A3.0, TYP. EX II `, EX EX PS EX UPPER FLOOR EL=17-81/4"+/- T.O. EXISTING SUBFLOOR EX MAiN FLOOR PLATE EL=16'-101/4"+/- (T.O. EXISTING PLATE) EX MAiN FLOOR EL = 6-81/4"+/- T.O. EXISTING SUBFLOOR EX LOWER FLOOR PLATE EL = 7-101/4"+/- EXiSTiNG PLATE) EX LOWER FLOOR EL = 0'-0"+/- (T.O. EXISTING SLAB) LU U Z W 0 O Q > N O Cn W � W i Q � U � L.L U) W o >- 0 W O ON � O o 0 W I Ir— U U) 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON ra - to"% a I H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 12/5/2024 PERMIT SET EXTERIOR ELEVATIONS RECEIVED Dec 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2.0 NORTH ELEVATION (ANGLED SCALE:1/4" = P-0" EAST ELEVATION SCALE:1/4" = P-O" W U Z ry W 0 O Q > N O Cn W 00 w > Q ry U 2i U) W o >- O r) W O � O CV o 0 W I U U) 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON ra t--,% mill 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: 12/5/2024 PERMIT SET EXTERIOR ELEVATIONS RECEIVED Dec 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2.1 w INSTALL NEW 1 DECKING OVER A30 EX. JOISTS PER BED CL05. _ STRUCT., 1 INSTALL NEW GUARD, PER PET.1/A3.0 I 1— TYP. 1 � 4 A5.0 REPLACE EXT. PAVERS, TYP. 9 REAR PATi( VERIFY EX. JOISTS ARE CONT. PER STRUCT. EX. FLOOR & ROOF PRIMARY STRUCTURE TO REMAIN, TYP. BED -EX. HVAC DUCT SOFFIT FRAMING TO REMAIN, TYP. -NEW SLIDING GLA55 DOOR PER PLANS LAUNDRY TYP. EX. 5.O.G. & FTGS/ 6 RET'G WALL TO 5.0 REMAIN, TYP. BUILDING SECTION SCALE:1/4" = 1'-0'' DECK FRAMING, & DECK RAILING TO REMAIN, TYP. REPLACE EXT. PAVERS, TYP. Ca REAR PATIO--i BATH EX. 2X6 PLUMBING WALL o+ NEW BARN -STYLE SLIDING DOOR PER PLANS CLOSET 0 POWDER o IV 1 ) 4 A5.0 SiM. 6 A5.0 Sim. EX. DECKING, DECK FRAMING, & DECK RAILING TO REMAIN, TYP. REPLACE EXT. PAVERS, TYP. Cagy REAR PATiO-7 BED NEW FURRED WALL PER PLANS FOR DEEP DOOR FRAME (VER. DiM. W/ MFR) LIVING EX. FLOOR & ROOF STRUCTURE TO REMAIN, TYP. NEW STONE FLOORING PER PLANS MAINTAIN SOFFIT FOR DUCTiNG�; NEW SLIDING GLASS DOOR NEW BEAMS PER PLANS PER STRUCT. REC NEW POST & FTG. PER STRUCT. EX. WALL TO BE REMOVED EX. S.O.G., FTG/RET'G WALL TO REMAIN, TYP. BUILDING SECTION SCALE:1/4" = 1'-0" HORiZ. CABLE RAiL GUARD* W/ METAL TOP RAiL, TYP. (FINAL DESIGN TO DE SELECTED BY CLIENT) *GUARD SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A 4" PIA. (OR LARGER) SPHERE, TYP. 5/4X6 CEDAR OR ENGINEERED SLATTED DECKING (STAIN/COLOR TO BE SELECTED DY CLIENT) FACE -MOUNT GUARD INSTALLATION & ATTACHMENT PER STRUCT. & MFR, PROVIDE BLOCKING AS NECESSARY ADDITIONAL STRUCTURE AT EX. DECK JOISTS PER STRUCTURAL NEW EXT. G UARD SCALE: 1" = 1' 0" CURB CURB -MOUNTED FIXED SKYLIGHT CURD SiLL FLASHING PER MANUF.'S REO'S UNDERLAYMENT NOTE 1 & 3 EX. ROOFING (PATCH / WHERE NEC. / 5/8" GWB TYP. TYP. ROOF ASSEMBLY co Cif REFINISH EX. STAIR LANDING, TREADS & RISERS, TYP. STAIR LANDIN FASTEN SKYLIGHT TO CURB WiTH FiNiSH SCREWS UNDERLAYMENT NOTE 1 & 3 SADDLE FLASHING / I Dr SHEATHING / I y I i HEAD FLASHING PLACED BETWEEN U E Y E 1. UNDERLAYMENT TO BE FOLDED UP AGAINST ALL SIDES OF CURDS. 2. VAPOR DARRiER SHOULD BE USED TO AVOID MOISTURE. 3. WRAP CURB iN UNDERLAYMENT. FiN. GRADE EXISTING WALL FiNiSH, OR PATCH TO MATCH EXISTING R-21 GATT INSULATION Cal ALL EXPOSED 2X6 STUD BAYS AND/OR R-15 H.D. GATT AT ALL EXPOSED 2X4 STUD BAYS. R-21 RiGiD OR GATT INSULATION Cad AREAS OF NEW 2X iNFiLL, TYP. EXISTING WALL FRAMING, OR NEW 2X WOOD STUDS @ 16" O.C. (MATCH EX. WALL THICKNESS) EXISTING EXTERIOR WALL SHEATHING, OR PATCH TO MATCH EX. OR PER STRUCTURAL EXISTING W.R.B., OR PATCH TO MATCH EXISTING EXISTING SiDiNG, OR PATCH TO MATCH EXISTING TYP. WALL INFILL DETAIL SCALE: 11/2"= 1'-0" U Z W 0 O Q > N O Cn W CO LIJ i Q � U � L.L 2i uJ W o >_ 0 W O O � O CV o 0 W I Ir— U 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H IT E C T U R E D E S+ I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 12/5/2024 PERMIT SET BUILDING SECTIONS & DETAILS RECEIVED Dec 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BUILDING SECTION SCALE:1/4" = 1'-0" TYP. SKYLIGHT DETAIL SCALE: 1" = 1' 0" A3.0 iNTERiOR EXTERIOR iNTERiOR EXTERIOR HEADER PER STRUCTURAL OR EXIST HEADER PER STRUCTURAL OR EXIST R-10 FOAM @HEADER TYP TYP EXTERIOR WALL ASSEMBLY R-10 FOAM @ HEADER TYP TYP EXTERIOR WALL ASSEMBLY EXTERIOR SHEATHING --- HEAD FLASHING INSTALL PER FOLD UP WEATHER 1/2" GWFOLD UP WATER -RESISTIVE B, U.N.O. BARRIER * BARRIER & TEMPORARILY '� ' �` 1/2" GWB, U.N.O. RESISTIVE ,'� ; �` \ TYP DOOR FLASHING DETAIL AND TEMPORARILY HEAD FLASHING INSTALL PER ' FLASHING TAPE 02 SECURE TYP WINDOW FLASHING DETAIL � ' � SECURE MTL FLASHING OVER HEAD TRiM, TYP @ ROUGH OPENINGrIN INSTALL GWB TAPE, MTL FLASHING OVER HEAD TRiM, TYP WATERPROOF, TO E 6 z COMPOUND AND \ INSTALL J-METAL PRE -PRIMED CEDAR OR EXT. RATED yVgTERPR00F, FEATHER D AND � PRE -PRIMED CEDAR OR EXT. RATED HEAD TRiM PER TYP EXT DOOR TRiM ,, AIRTIGHT TAPE j = O W R.D. TRiM PER TYP EXT WINDOW TRiM DETAIL 5 EXTERIOR SHEATHING WATER -RESISTIVE WINDOW LINER DETAIL 1O SILL PLATE WRAP INTO OPENING AIR SEAL WINDOW W/ BACKER ROD SEAL DOOR W/ BACKER PRE -HUNG DOOR PER TAPE WATER RESISTIVE 5 ROD AND INTERIOR AiR SCHEDULE; INSTALL W/ BARRIER ROD AND INTERIOR AiR SEALING WINDOW PER WINDOW SCHEDULE SEALING SELF ADHESIVE TAPE WEATHERSTRIPPING, TYP io � '`i >�/ SELF ADHESIVE TAPE 0 TYP WINDOW HEAD TYP EXTERIOR DOOR HEAD �' AM i 8 _ O TSiLL 1 TAPE,,OVERLAP INSTALLED FLASHING TAPE EXTERIOR WINDOW WATERPROOF JAMB FLASHING, INSTALL PER TYP 9 lO � � \ / EXTERIOR DOOR FLASHING DETAIL / ' INSTALL FLASHING TAPE AIRTIGHT TAPE TYP EXTERIOR WALL JAMB FLASHING, INSTALL PER TYP TYP EXTERIOR WALL GUSSETS AT CORNERS, ASSEMBLY WINDOW FLASHING DETAIL ASSEMBLY ,----_ PRE -PRIMED CEDAR OR EXT RATED / PRESS INTO CORNERS © 5 JAMB PER TYP EXT. DOOR TRiM / ACCURATELY WATERPROOF INSTALL GWB TAPE, PRE -PRIMED CEDAR OR EXT RATED DETAIL SiLL FLASHING TAPE AIRTIGHT TAPE LEDGER FLASHING COMPOUND AND JAMB PER TYP EXT. WINDOW TRiM SEALANT BTW TRiM & JAMB WATERPROOF (WATERPROOF, FOR SEALING FEATHER TO GWB DETAIL AIRTIGHT AIRTIGHT TAPE) AROUND DOORS SEALANT BTW WINDOW & JAMB EXTENSION JOINT TYP FLASHING TAPE @ JOINT PRE -HUNG DOOR PER SCHEDULE; ROUGH OPENING © Q % WINDOW PER WINDOW SCHEDULE INSTALL W/ WEATHERSTRIPPING, / ' AiR SEAL WINDOW W/ BACKER 1/2" GWB, U.N.O. '� TYP , / SEAL TOP OF JOISTS 1/2" GWB, U.N.O. ROD AND INTERIOR AIR SEALING -_-_-_- INSTALL J-METAL WINDOW FLASHING 6.0 CUT AND APPLY TWO GUSSETS WiTH TAPE THE / UNDER DECKING ---__- SELF ADHESIVE TAPE 1/4" AiR SEAL DOOR W/ BACKER ROD 1. CUT THE WRB FLUSH WiTH SiLL AND JAMBS AND FULL DEPTH OF THE ASSILAT CORNERS PLUS I / WINDOW LINER iNTER10R AND INTERIOR AIR SEALING SELF 1 INCH ABOVE HEAD. INCHES TO EXTEND PAST THE UR STRETCHING 0 AROUND THE CORNER AND ACCURATELY PRESS INTERIOR ADHESIVE TAPE 2. CREATE FLAP OF WRB ABOVE R.O. HEAD. CUT THE INTO CORNERS. SiM AT JAMB TO HEAD CORNERS. 2 TYP WINDOW JAMB TYP EXTERIOR DOOR JAMB WRB AT 45 DEGREE ANGLE TO A POINT 9" UP AND 7_ CUT HEAD FLASHiN6 TAPE 6"+ WIDER THAN HEAD ' 9" OUT FROM THE UPPER CORNERS OF THE ROUGH / OPENING. TO EXTEND 3 PAST EACH END. APPLY ALONG 5 1" =1' 0" 3. FOLD UP WRB FLAP AT HEAD AND TEMPORARILY HEAD PORTION AND CUT LENGTHWISE TOWARD CORNERS. FOLD TAPE ON HEAD WHILE FIRMLY SECURE WiTH MASKING TAPE SO THAT iT CAN BE DOOR FLASHING 9. INSTALL FLASHING TAPE ALONG JAMBS PRESSING TO ATTACH. 6. CUT AND APPLY TWO GUSSETS WITH TAPE AiR SEAL WINDOW W/ BACKER EXTERIOR DOOR W/ INSTALLED OVER THE HEADER FLANGE OF THE 1. CUT THE WRB FLUSH WiTH R.O.. OVER FLANGE. OVERLAP 1.5" ON TOP AND 2.5" 8. INSTALL FLANGED WINDOW ON FLASHED R.O. AND THE FULL DEPTH OF THE SILL AT CORNERS ROD AND iNTERiOR AiR SEALiN6 INSTALL PAN FLASHiN6 W/ BACK INTEGRAL THRESHOLD WINDOW LATER. 2. CREATE FLAP OF WRB ABOVE R.O. HEAD. CUT THE ON BOTTOM. PRESS FIRMLY TO AFFIX. DOOR PAN FLASHING AND FASTEN TO STRUCTURE PER MFR'S INSTRUCTIONS. PLUS 3 INCHES TO EXTEND PAST THE SILL. SELF ADHESIVE TAPE DAM OVER BEVELED SLOPED (2) BEADS OF BUTYL CAULK 4. INSTALL WATERPROOF AIRTIGHT SILL FLASHING g. INSTALL FLASHING TAPE ALONG JAMBS OVER WRB AT 45 DEGREE ANGLE TO A POINT 9" UP AND 10. INSTALL FLASHING TAPE ALONG HEAD TO __ CEDAR SiLL COUNTERFLASHiNG, TYP _ _ _ ALONG SILL, 1" INSIDE FRONT AND TAPE. CUT TAPE WIDER THAN THE SiLL TO EXTEND FLANGE. OVERLAP 1.5" ON TOP AND 2.5" ON BOTTOM. 9" OUT FROM THE UPPER CORNERS OF THE ROUGH ACCURSTRETATELY AROUND THE CORNER AND OVERLAP A 3" . U EACH WR13 AND IN MIN 2" PAST EACH END. APPLY AND FOLD TAPE OPENING. ACCURATELY PRESS INTO CORNERS. 51M AT FIRMLY TO AFFIX. UNFOLD WRB AND INSTALL SILL PER TYP INTERIOR SEALANT BTW WINDOW & SILL BACKER ROD & SEALANT,' REAR EDGES, EXTEND CAULK 3" PRESS FIRMLY TO AFFIX. JAMB TO HEAD CORNERS. OVER THE TOP OF FLANGE. TAPE THE WINDOW TRiM DETAIL TRiM JOINT UP SIDES OF ROUGH OPENING ONTO WINDOW SiLL, EXTENDING iT UP EACH SiPE MiN 10. INSTALL FLASHING TAPE ALONG HEAD TO 3. FOLD UP WRB FLAP AT HEAD AND TEMPORARILY CUT HEAD FLASHING TAPE 6"+ WIDER THAN BETWEEN L-METAL & OF 2". STRETCH AROUND CORNER AND SECURE WiTH MASKING TAPE SO THAT iT CAN BE DIAGONAL CUTS iN THE WRB ABOVE THE 2x_ PRE -PRIMED CEDAR OR EXT. RATED SiLL. TOOL JOINT. SELF ADHESIVE FLEXIBLE FLASHING, OVERLAP MIN 3 ON EACH SIDE. PRESS FIRMLY TO HEAD TO EXTEND 3" PAST EACH END. APPLY DOOR HEAD. ACCURATELY PRESS INTO CORNERS. INSTALLED OVER THE HEADER FLANGE OF THE DOOR EXTENDED SiLL W/ SLOPE & DRiP EXTEND BELOW SLAB, MINIMIZE AFFIX. UNFOLD WRB AND INSTALL OVER THE TOP OF ALONG HEAD PORTION AND CUT LENGTHWISE FiNiSH FLOOR 5. CUT WATERPROOF AIRTIGHT FLASHING TAPE 4 FLANGE. TAPE THE DIAGONAL CUTS iN THE WRB LATER. PENETRATIONS FOR REBAR LONGER THAN JAMBS TO EXTEND 1.5" ON TOP AND ABOVE THE WINDOW HEAD. 4. INSTALL WATERPROOF AiRTiGHT SiLL FLASHING TOWARD CORNERS. FOLD TAPE ON FULL DEPTH NOTE: MAKE SURE TAPING i5 DONE FROM TYP FLOOR SLbP OF HEAD. FIRMLY PRESS TO AFFIX. BOTTOM TO TOP SO THAT ALL TAPE JOINTS 2.5 ON THE BOTTOM. APPLY ALONG FIELD TAPE. CUT TAPE WIDER THAN THE SILL TO EXTEND BEVELED SLOPED CEDAR A55EMBLY 1-1/2" MAX 8. INSTALL DLOOR ON FLASHED R.O. AND ARE PROPERLY SHiPLAPPED. EXIT DOOR MEMBRANE AND CUT LENGTHWISE TOWARD *NOTE: MAKE SURE TAPING 15 DONE FROM BOTTOM MiN 2" PAST EACH END. ADD A BACK DAM OR ' SiLL, SLOPE TO EXTERIOR VARIES CORNERS. FOLD TAPE ON JAMB5 AND PRESS SLOPE SiLL AT THE BOTTOM OF THE R.O.. APPLY FASTEN TO STRUCTURE PER MFR'S SELECTED INSTALL WRB AND FLAN REQTS PER ---- W.R.B. AND SiLL FLASHING INSTALL a°a a CAULK FIRMLY TO ATTACH. INSTALL IDENTICAL GUSSETS S TOP 50 THAT ALL TAPE JOINTS ARE PROPERLY AND FOLD TAPE ONTO DOOR SiLL, EXTENDING iT UP INSTRUCTIONS. SELECTED MFR'S INSTALLATION REQTS 5UB SILL OR SHIM `. SHiPLAPPED. 1/2" GWB, U.N.O. PER TYP WINDOW FLASHING DETAIL TO BE PRESSURE 2X CEDAR TRiM AS USED FOR THE SiLL PORTION AND STRETCH **NOTE: INSTALL WRB AND FLASHING PER SELECTED EACH SiDE MiN OF 6". STRETCH AROUND CORNER TYP EXTERIOR WALL ASSEMBLY TREATED ----- PATIO/DECK VARIES AROUND CORNER TOWARD THE EXTERIOR. MFR'S INSTALLATION REQTS AND ACCURATELY PRESS INTO CORNERS. iNTERiOR EXTERIOR iNTERiOR EXTERIOR TYP WINDOW SILL �j TYP DOOR THRESH�OL D TYP WINDOW FLASHING DTL TYP DOOR FLASHING DTL @ EXTERIOR 3 1" =1'-0" NOTE: 1" =1 _p *OR SiM N.T.S. OR PER MFR INSTALLATION REQTS 8 N.T.S. OR PER MFR INSTALLATION REQ'T5 1. INSTALL BACKER ROD AND/OR FOAM INSULATION @ ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP 2. VERIFY WINDOW INSTALLATION W/ WINDOW MFR INSTALLATION REQTS iNTERiOR EXTERIOR HEADER PER STRUCTURAL OR EXIST TYP EXTERIOR 20 PRE -PRIMED R-10 FOAM @ HEADER TYP WALL ASSEMBLY CEDAR OR EXTERIOR RATED CASING W/ 2x3 PRE-PRiMED HEAD FLASHING INSTALL PER MITERED CORNER (VER. CEDAR OR TYP WINDOW FLASHING DETAIL PIM. W/ CLIENT) EXTERIOR RATED TiLE OVER TRiM W/ MITERED WATERPROOFED GWB WRAP @ WINDOW CORNER (VER. PIM. GWB TO DR JAMB BACKER BRD. JAMB AND HEAD W/ CLIENT) W/ 1/4" REVEAL WINDOW PER WINDOW MTL FLASHING OVER HEAD TRiM, TYP SCHEDULE WINDOW PER DOOR TYP WALL ASSEMBLY WINDOW SCHEDULE LINE OF DOOR __ LINE OF DOOR 1/2 x4 WOOD PRE -PRIMED CEDAR OR EXT. RATED 2x_ PRE -PRIMED CEDAR OR JAMB, TYP JAMB, TYP BASE, PAINTED WRAP TILE @ WINDOW HEAD . TRIM PER TYP EXT WINDOW TRIM EXTERIOR RATED SiLL, WiTH AiR SEAL WINDOW W/ BACKER - -' DETAIL SLOPE AND DRiP, EXTEND 5/4x WOOD STOOL, DOOR PER DOOR DOOR PER DOOR FiNiSH FLOORING ROD AND INTERIOR AiR SEALING PROUD OF FACE OF SiDE PAINTED ' SCHEDULE SCHEDULE SELF ADHESIVE TAPE WINDOW PER WINDOW SCHEDULE CASING TYP TYP WNDW HEAD SHOWER TYP EXT. WNDW TRIM TYP �INT. WND�W TRIM EX TYP T. DOOR TRIM TYP �IN�_DOORTRIM TYP WD BASE DTL 12 15 1" 16 1' EXTERIOR C.L JAMB FLASHING, INSTALL PER TYP DOOR, WHERE OCCURS DOOR, WHERE OCCURS TYP EXTERIOR WALL WINDOW FLASHING DETAIL TYP iNT. WALL ASSEMBLY CL CL DOOR, WHERE OCCURS ASSEMBLY ,----- TiLE FLOORING LVT FLOORING LVT FLOORING PRE -PRIMED CEDAR OR EXT RATED GWB, UNO JAMB PER TYP EXT. WINDOW TRiM DETAIL WD TRiM PER TYP SCHLUTER TRANSiT10N SCHLUTER TRANSITION SCHLUTER SCHiENE SEALANT BTW WINDOW & JAMB INTERIOR DOOR TRiM STRIP, ALUMINUM TRANSITION STRIP, TILE OVER � �� EXTENSION JOINT DETAIL DOOR PER SCHEDULE ALUMINUM WATERPROOFED SEALANT DOOR FRAME DOOR JAMB CARPET CARPET iLE FLOORING BACKER BOARD SUBFLOOR SUBFLOOR T AiR SEAL WINDOW W/ BACKER WD TRIM PER TYP INTERIOR SUBFLOOR WINDOW PER WINDOW ROD AND INTERIOR AiR SEALING DOOR PER SCHEDULE DOOR TRiM DETAIL STRIP, ALUMINUM SCHEDULE � ,�' SELF ADHESIVE TAPE GWB, UNO WRAP TiLE @ WINDOW JAMB iNTERiOR TYP iNT. WALL ASSEMBLY P JAMB @ SHOWER TYP INT DOOR HEAD TYP NT DOOR JAMB TILE TO CRPT TRANSITION WD TO CRPT TRANSITION WD TO TILE TRANSITION *T�_WNDW 1"=1' 20 1"=1'-O" 21 1"=1' 22 1" AiR SEAL WINDOW W/ BACKER ROD AND INTERIOR AiR SEALING INSTALL PAN FLASHING W/ BACK SELF ADHESIVE TAPE DAM OVER BEVELED SLOPED FRAMED WALL CEDAR SiLL TYP ASSEMBLY: WRAP TiLE @ SiLL, SEALANT BTW WINDOW & SiLL -TILE TEMPERED GLASS TEMPERED GLASS TILE, THiNSET OVER FULLY SLOPE TO DRAIN TRiM JOINT -THIN SET TiLE SHOWER PANEL WATERPROOFED BACKER 31/2" SHOWER PANEL WATERPROOFING SHWR LOW PROFILE BOARD SLOPE SL PE 2x_ PRE -PRIMED CEDAR OR EXT. RATED LOW PROFILE ALUMINUM BED OF SEALAN - EXTENDED SiLL W/ SLOPE & DRiP �— CEMENT BACKER BOARD BUILT-UP OR S.S. U-CHANNEL UILT-UP CURB ALUMINUM OR S.S. U- -FRAMED WALL FLOOR TiLE OVER N TiLE CHANNEL, RECESSED RECESSED SHELF, SUBSTRATE AND BED OF SEALANT GWB SLOPE SILL TO DRAIN SUBFLOOR SHOWER P.T. BENCH FRAME BEVELED SLOPED CEDAR a TILE OVER MUD SET WATERPROOFING MUD SET SiLL, SLOPE TO EXTERIOR TiLE OR SiLL MATERIAL TYP FLOOR OVER CEMENT PAN, SLOPE TO DRAIN, TILE SHOWER PAN—� TILE OVER --- W.R.B. AND SiLL FLA5HiN6 INSTALL PER SPEC A55EMBLY TYP BACKER BOARD WATERPROOFED PER TYP WINDOW LLAS SE DETAIL BLOCKING NOTE: CONTRACTOR TO FULLY WATERPROOF ALL AREAS OF TYP EXTERIOR WALL A55EMBLY FRAMED WALL BACKER BOARD FRAMED WALL *FULLY WATERPROOF SHOWER FLOOR AND CURB TYP SHOWER INCLUDING BUT NOT LiMiTED TO NICHE, WALLS, iNTERiOR EXTERIOR *FULLY WATERPROOF SHOWER WALLS TYP SHOWER PAN, AND CURB TYP WNDW SILL @ SHOWER TYP RECESSED SHELF TYP U-CHANNEL CURB �-= 1'-O"NOTE: 1" =1'-0" 1" =1'-0" 11'-0" 1. INSTALL BACKER ROD AND/OR FOAM INSULATION @ ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP 2. VERIFY WINDOW INSTALLATION W/ WINDOW MFR INSTALLATION REQTS Lu U Z W 0 O Q > N O Cn W CY) W i Q � U � L.L 2i (n W o >_ 0 W O ON � O o 0 W I� U W 9716 REGISTERED ARCHITECT le HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H IT E C T U R E D E S+ I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 12/5/2024 PERMIT SET TYP. DETAILS RECEIVED Dec 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A5.0 STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE LUMBER TYPICAL FRAMING NOTES ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: ROOF 15 PSF FLOOR 15 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF RESIDENTIAL 40 PSF EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-16 SECTION 12.8. SITE CLASS D (DEFAULT) SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.297 ONE SECOND SPECTRAL RESPONSE ACCEL (SI) 0.458 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 1.038 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.562 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) 0.160 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-16 SECTION 12.7.2. BASE SHEAR (V), V = CSW = RD I W WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 97 MPH EXPOSURE C KZT 1.0 SEE PLANS FOR ADDITIONAL DESIGN LOADS. STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE NOT REQUIRED. STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED. FOUNDATIONS: SPREAD FOOTINGS SOILS REPORT: LATERAL EARTH PRESSURE: UNRESTRAINED: RESTRAINED: PASSIVE: COEFFICIENT OF FRICTION REPORT NOT AVAILABLE AT TIME OF DESIGN 4000 PSF (PER ORIGINAL BUILDING DRAWINGS) 35 PCF + ANY APPLICABLE SURCHARGE 50 PCF + ANY APPLICABLE SURCHARGE 300 PCF 0.35 FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12" OF COMPACTED STRUCTURAL FILL AS REQUIRED AND AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE. IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE THAN 10% FINES (PASSING THE #200 SIEVE). 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 fc* WATER/CEMENT CONTENT PER CUBIC MAXIMUM SHRINKAGE STRAIN RATIO YARD FOOTINGS 3000 PSI 0.55 5 1/2 SACK N/A WALLS 3000 PSI 0.45 5 1/2 SACK N/A ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc (PSI) LIGHT FRAMING (STUDS) HEM -FIR STUD 675 800 2x JOISTS AND PLANKS HEM -FIR #2 850 - PLATES AND BLOCKING HEM -FIR #2 850 - 6x AND LARGER BEAMS AND STRINGERS DOUG-FIR #2 875 - 4x AND SMALLER BEAMS AND STRINGERS HEM -FIR #2 850 - ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000 REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.2 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: NAIL SHANK 0 MIN LENGTH 8d COMMON 0.1310 2 1/2" SHANK 10d COMMON 0.1480 3" SHANK 12d COMMON 0.1480 3 1/4" SHANK 16d COMMON 0.1620 3 1/2" SHANK 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148" 0 x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NDS 12.1.4.2. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. GALVANIZATION UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED ACCORDING TO THE FOLLOWING TABLE: GALVANIZATION UNTREATED WOOD CCA-C SBX ACQ-C ACQ-D CBA-A CA-B OTHER BORATE ACZA OTHER PT WOOD G90 X X X G 185 X X X X X X HDG X X X X X X STT300 X X X X X X X X G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA HDG = HOT DIP GALVANIZED SST300 = TYPE 316L STAINLESS STEEL RATED SHEATHING RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE IN CONFORMANCE WITH IBC STANDARD 2303.1.5. 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 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. ALLOWABLE STUD AND PLATE PENETRATIONS CUTTING AND/OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOT EXCEED 25% OF THE STUD/PLATE WIDTH IN EXTERIOR AND BEARING WALLS AND SHALL NOT EXCEED 40% OF THE STUD/PLATE WIDTH IN ANY NON -BEARING PARTITIONS. BORED HOLE DIAMETER IS LIMITED TO 40% OF STUD/PLATE WIDTH IN ANY STUD AND MAY BE 60% IN NONBEARING PARTITIONS OR IF STUD IS DOUBLED. MAINTAIN 5/8" MINIMUM EDGE DISTANCE FROM HOLE EDGE. 5. GYPSUM WALLBOARD NAILING ALL GYPSUM WALLBOARD SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES WITH 6d COOLER NAILS OR NO. 13 GAUGE x 1 5/8" @ 7" OC (5d COOLER NAILS FOR 1/2 INCH GYPSUM SHEATHING). TYPICAL UNLESS NOTED OTHERWISE. INSTALLATION OF GWB SHALL BE SUCH THAT JOINTS ARE STAGGERED ON EACH SIDE OF A SINGLE WALL. EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL 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, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. LEGEND DEFINITION SYMBOL DEFINITION SYMBOL DIRECTION OF FRAMING wl NATIVE SOIL — — — — — EXTENT OF FRAMING 0.1 GRANULAR FILL STRUCTURAL STEEL COLUMNS P COLUMN BEARING RATED SHEATHING ON BEAM BEAM CONTINUOUS SHEAR WALL OVER SUPPORT (SEE SCHEDULE) SWX COLUMN MARK Cl CONCRETE WALL (SEE SCHEDULE) BEARING STUD FOOTING MARK O WALL (SEE SCHEDULE) NON -BEARING t HOLDOWN MARK STUD WALL (SEE SCHEDULE) BEARING STUD HANGER MARK O SHEAR WALL (SEE SCHEDULE) NON -BEARING FLAG NOTE STUD SHEAR WALL (SEE PLAN NOTES) CMU WALL STEEL MOMENT �/� �V FRAME CONN. ABBREVIATIONS (A) ABOVE ANCHOR BOLT ALTERNATE ARCHITECT BELOW BLOCKING HORIZ HORIZONTAL KING POST KIPS PER SQUARE INCH AB ALT KIP KSI ARCH (B) BLKG MECH MECHANICAL MOMENT FRAME NEAR SIDE MF NS BM BOT BEAM BOTTOM OC ON CENTER OPPOSITE PLATE PLACES POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT OPP BTWN BETWEEN COMPLETE JOINT PENETRATION PL CJP PLCS CLR CLEAR CONCRETE MASONRY UNIT PSI CMU PSF COL COLUMN P/T POSTTENSIONED CONC CONCRETE PT PRESSURE TREATED CONN CONNECTION REINF REINFORCING CONT CONTINUOUS REQ'D REQUIRED DBL DET DOUBLE DETAIL SCHED SIM SCHEDULE SIMILAR SLAB ON GRADE STANDARD SHEAR WALL TOP OF CONCRETE TOP OF STEEL TOP OF WALL TYPICAL UNLESS NOTED OTHERWISE DIM DIMENSION SOG EA EACH STD ELEV ELEVATION SW EXIST EXISTING TOC EXP FLR EXPANSION TOS FLOOR TOW FDN FTG FOUNDATION FOOTING FAR SIDE FULL HEIGHT GLUE -LAMINATED BEAM TYP LINO FS VFY VERIFY VERIFY IN FIELD VERTICAL FH VIF GLB VERT C G ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 II/ II/ 24 LIJ � I— .H Q 0 rH rH Y L Q DESIGN: ERH DRAWN: JOS CHECK: DMT JOB NO: 24343.10 DATE: 1 1 /1 1 /24 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 W 0 ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE U AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND O SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 26 OF ACI 318. z :-3:: W N W ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE 0 , 00 WITH ACI 318 TABLE 19.3.3.1 FOR MODERATE EXPOSURE CLASS F1. Cy) *PROVIDE V) U f'c SPECIFIED IN TABLE FOR DURABILITY REQUIREMENTS. 2500 PSI CONCRETE MEETS STRENGTH _ REQUIREMENTS, THEREFORE SPECIAL INSPECTION IS NOT REQUIRED. cy/ Q c c J W 0 O (� 0 � N z O = 00 :m U 00 0 (n T­ ILI SHEET: J </'�/ LL ZD U D v) RECEIVED S 0 24 OF EDS MERVICESVll, PT w FOUNDATION PLAN NOTES: C G EXIST 18" x 18" DECK \\ FOOTING, TYP \ EXIST SLAB ON GRADE \ �\ 2'-0" WIDE x V-0" DEEP EXIST 20" x 20" x12" 2 \ \� FTG W/ #4 @ 12" OC EA ��'�\� S4.1 DEEP FTG, TYP WAY TOP & BOT \ s \ \ SAWCUT EXISTING FOUNDATION AND POUR NEW FOUNDATION TO RECEIVE HOLDOWN ANCHOR RODS. DOWEL & EPDXY HORIZONTAL REINF W/ SIMPSON SET-3G & 4" EMBED INTO ADJACENT FOOTING VERIFY EXISTING FOOTING IS A MINIMUM OF 12" WIDE, STEM WALL IS A MINIMUM OF 6" WIDE, AND TOTAL FOUNDATION HEIGHT IS 18" DEEP L' I I I I I I I I I I I I I I I I I I I I I I I I I I I L--- SAWCUT EXISTING FOUNDATION AND POUR NEW FOUNDATION TO RECEIVE HOLDOWN ANCHOR RODS. DOWEL & EPDXY HORIZONTAL REINF W/ SIMPSON SET-3G & 4" EMBED INTO ADJACENT FOOTING. VFY EXISTING FOOTING IS A MINIMUM OF 12" WIDE, STEM IS A MINIMUM OF 6" WIDE, AND TOTAL FOUNDATION HEIGHT IS 18" DEEP FOUNDATION PLAN ) SCALE: 1/4" = V-0" I I I I I I I 11 __ -F Z_ \ I \ I I I VERIFY EXISTING FOOTING IS A I I I MINIMUM OF 12" WIDE, STEM WALL IS I I A MINIMUM OF 6" WIDE, AND TOTAL FOUNDATION HEIGHT IS 18" DEEP 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 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 ti� 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 y I I I I L I I 11 2'-0" WIDE x V-0" DEEP I I I I FTG W/ #4 @ 12" OC EA I I I I WAY TOP & BOT 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 I I I I I I I I I I I I I I I I I I I L--------------------- 911 I 0 2'-0" 0 2'-0" 4'-0" 1. REFER TO SHEETS S4.1 FOR FOUNDATION DETAILS. 2. EXTERIOR FOOTINGS SHALL BEAR A MIN OF V-6" BELOW ADJACENT GRADE. 3. FOOTINGS AND SLAB ON GRADE SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL. 4. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. REFER TO SHEET S1.1 FOR ADDITIONAL CONCRETE DETAILING REQUIREMENTS. 5. HOLDOWNS ARE SHOWN ON THE FRAMING PLANS. REFER TO HOLDOWN SCHEDULE ON SHEET S3.1 FOR HOLDOWN TYPES AND FRAMING PLANS FOR HOLDOWN ANCHOR BOLT LOCATIONS. ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 II/II/24 Y Q DESIGN: ERH DRAWN: JOS CHECK: DMT JOB NO: 24343.10 DATE: 1 1 /1 1 /24 Ld 0 Z W 0 () W W 0 1 5i • N qrl- 00 00 SHEET: pil I Z O Q 0 Z ZD O L.L. RECEIVED e 9 4 F EDMO S D O"ENT SE ICES RiEN TYPICAL FLOOR FRAMING PLAN NOTES: MATCH EXIST. HANG OFF EXISTING FRAMING W/ LUS HANGERS MAIN FLOOR FRAMING PLAN SCALE: 1/4" = V-0" 2'-0" 0 2'-0" 1. REFER TO SHEETS S5.1 FOR TYPICAL FLOOR FRAMING DETAILS. REFER TO SHEET S3.1 FOR COLUMN, SHEAR WALL AND HOLDOWN SCHEDULES. 2. UNLESS NOTED OTHERWISE, DOOR HEADERS AT INTERIOR BEARING WALLS SHALL BE 4x6 HF#2 SUPPORTED BY A MINIMUM OF (1) CRIPPLE STUD AND (1) FULL HEIGHT STUD. UNLESS NOTED OTHERWISE, HEADERS AT EXTERIOR WALLS SHALL BE 46 HF#2 SUPPORTED BY A MINIMUM OF (1) CRIPPLE STUD AND (1) FULL HEIGHT STUD. 3. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. PROVIDE SOLID BLOCKING IN JOIST SPACE BELOW ALL COLUMNS. 4. WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED. HOLDOWNS SHALL BE PLACED AT THE BASE OF THE WALLS SHOWN. 5. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS. 6. UNLESS NOTED OTHERWISE, ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16" OC. 7. REFER TO DETAIL 2/S5.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. 8. CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 1 1/2" 0 HOLE CENTERED IN THE DEPTH AND AT THE THIRD POINT OF THE SPAN FOR ALL WOOD FLUSH BEAMS SHOWN ON THE PLAN. :� a 4'-0" ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 II/ II/ 24 Y Q DESIGN: ERH DRAWN: JOS CHECK: DMT JOB NO: 24343.10 DATE: 1 1 /1 1 /24 Z Q V z 0 W O Q z w Lw O L.L. 0 00 V) �U �a p O W J 0 O (n L.L. Lw 0 N z O z = 00 Q CJ U 00 0 V) La !tI r--- m SHEET: RECEIVED 09 Y OF EDM VELOPMEN VICES P� TYPICAL FLOOR FRAMING PLAN NOTES: UPPER FLOOR/LOWER ROOF FRAMING PLAN SCALE: 1/4" = V-0" 2'-0" 0 2'-0" 1. REFER TO SHEETS S5.1 FOR TYPICAL FLOOR FRAMING DETAILS. REFER TO SHEET S3.1 FOR COLUMN, SHEAR WALL AND HOLDOWN SCHEDULES. 2. UNLESS NOTED OTHERWISE, DOOR HEADERS AT INTERIOR BEARING WALLS SHALL BE 4x6 HF#2 SUPPORTED BY A MINIMUM OF (1) CRIPPLE STUD AND (1) FULL HEIGHT STUD. UNLESS NOTED OTHERWISE, HEADERS AT EXTERIOR WALLS SHALL BE 46 HF#2 SUPPORTED BY A MINIMUM OF (1) CRIPPLE STUD AND (1) FULL HEIGHT STUD. 3. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. PROVIDE SOLID BLOCKING IN JOIST SPACE BELOW ALL COLUMNS. 4. WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED. HOLDOWNS SHALL BE PLACED AT THE BASE OF THE WALLS SHOWN. 5. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS. 6. UNLESS NOTED OTHERWISE, ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16" OC. 7. REFER TO DETAIL 2/S5.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. 8. CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 1 1/2" 0 HOLE CENTERED IN THE DEPTH AND AT THE THIRD POINT OF THE SPAN FOR ALL WOOD FLUSH BEAMS SHOWN ON THE PLAN. :� a 4'-0" ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 II/ II/ 24 Y Q DESIGN: ERH DRAWN: JOS CHECK: DMT JOB NO: 24343.10 DATE: 1 1 /1 1 /24 Ld U O Ld W O 0 00 V) �U �a J LLI (� 0 O 0 � N Z O = 00 :m U 00 0 () v--- LLI SHEET: Z Q n w W CL 3:: CL RECEIVED 21IL10 1LE OFaEs f�RT 4= SHEAR WALL SCHEDULE (DF) - ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 M. Zg T wAs� ?'�. Ham? .. yr sSI0 I/ II/ 24 J H Z O m U (n W � w 0 d w� I- Q .� Y Q DESIGN: ERH DRAWN: JOS CHECK: DMT JOB NO: 24343.10 DATE: 1 1 /1 1 /24 W U O W Ld O 0 00 V) U ��a Ld Ld J LEI ZD O 0 0 0 O cv Z W � O = = 00 � o0 U V) 0 liu- SHEET: RECEIVED e 9 4 CITY EDMO S L NT SE ICES IIiEN 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"� x 2 1/2" LTP4 OR A35 0.131"� x 3 1/2" 3/4" � 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 1/2" 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 1/2" 3/4"0 AB SW3 ONE SIDE 2x FLAT BLKG @ 3" OC @ 12" OC @ 2.5" OC @ 3'-4" OC 2x 600 15/32" 3x STUD AND 0.148"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3 1/2" 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 1/2" 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 1/2" 3/4"0 AB 2SW3 SIDES AND BLKG @ 3" OC @ 6" OC @ 1.5" OC @ 1'-8" OC 2x 1200 15/32" BOTH 3x STUD 0.148"0 x 2 1/2" LTP4 OR A35 0.162"0 x 3 1/2" 3/4" 2SW2 HOEDOWN SCHEDULE MARK TYPE MIN CHORD STUD NAILS OR BOLTS ANCHOR BOLT CAPACITY (LB) SIZE (SEE NOTE 3) 1 HDU11 4x6 DF#2 (30) SDS 1/4" x 2 1/2" SCREWS 1"� 9,535 NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. AT ALL HOEDOWN CHORDS, PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHED. 3. INSTALL HD HOEDOWNS AT FOUNDATION WALLS OR THICKENED SLAB FOOTINGS PER DETAIL 1/54.1. 4. REFER TO DETAIL 7/55.1 FOR INSTALLATION OF ROD FLOOR TO FLOOR HOEDOWNS. COLUMN SCHEDULE COLUMN SIZE COLUMN SIZE MARK 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 4x10 HF#1 6x8 DF#1 - C7 6x10 DF#1 6x10 DF#1 - NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR PRE -FABRICATED CONNECTION INSTALLATION REQUIREMENTS. 2. MULTIPLE STUD COLUMNS SHALL USE GRADE OF STUD INDICATED ON WALL FRAMING SCHEDULE. REFER TO DETAIL 2/55.1 FOR FABRICATION OF MULTIPLE STUD COLUMNS. 3. CONTRACTOR TO PROVIDE BLOCKING EQUAL TO COLUMN DIMENSIONS AT JOIST SPACE FOR COLUMNS CONTINUING TO FOUNDATION. C GI NOTE: WHERE CONCRETE WALL WITH HT > T-0" EXISTS, ROD MAY EXTEND 24" MIN INTO WALL SHEAR WALL PER PLAN AND SCHED W/ NUT & WASHER AS SHOWN COUNTERSINK ADDITIONAL END STUD AS REQ'D HOLDOWN PER PLAN AND SCHED THREADED ROD AS REQ'D FOR HOLDOWN W/ NUT AND WASHER AT BASE. EXTEND ROD INTO FTG, TYP UNO TOP OF FTG I I II II I II II II HOLDOWN DETAIL SCALE: 1" = V-0" NOTE: RAISE STEM WALL AS REQ'D AT PERIMETER AREAS WHERE NEEDED DUE TO CIVIL GRADES. EXIST STUD WALL SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE PAVING OR FINISHED GRADE PER ARCH DRAWINGS -11 zx _Q bo't [V (O °O O o ° °`0 TOO Oo° Oo0 00 0.0 ,O 0�000 Ooo°q°0 Ooo °Oo°oQO O O o o ° °O SILL PLAN D AB DIA ENGINEERING AND SPACING PER 250 4TH AVE. S., SUITE 200 SHEAR WALL SCHED EDMONDS, WASHINGTON 98020 (2) #4 CONT TOP PHONE (425) 778-8500 FAX (425) 778-5536 PROVIDE BLOCK OUT AT DOOR OPENINGS SLAB ON GRADE PER FOUNDATION PLAN #4 @ 12" OC EA WAY CENTERED IN WALL EXIST SLAB GUARDRAIL AND ANCHORAGETO SIMPSON BA TOP FRAMING BY OTHERS -Ahl--Ahl- -T DOWEL & EPDXY W/ SIMPSON SET-3G & 4" EMBED z Q J w r / 8„ EXIST FOOTING / U DRAIN / ALT HOOK SIZE & REINF PER PLAN AS SHOWN 6 9 a- W ® ®- - -® TYPICAL STEM WALL DETAIL SCALE: 1" = V-0" MiTiT SECTION NOTCH DECKING STUD WALL WHERE GUARDRAIL POST OCCURS UPSET BEAM PER PLAN EXIST CEILING JOISTS AND RAFTERS PER PLAN EXIST FLOOR JOISTS PER PLAN SIMPSON LUS HANGER SECTION SCALE: 1" = V-0" (2) 2x CONTINUOUS RIM W/ (3) 1/4"0 x 5" SDS SCREWS @ EA JOIST DECK SECTION SCALE: 1" = V-0" DROPPED BEAM PER PLAN EXIST CAN JOIST PER EXI! EXIST END TRUSS PER PLAN UPSET BEAM PER PLAN, DOES NOT RUN PARALLEL TO DROPPED BEAM FUR DOWN AS REQ'D I M124 W F- .� Q C Y Q DESIGN: ERH DRAWN: JOS CHECK: DMT JOB NO: 24343.10 DATE: 1 1 /1 1 /24 Ld U O Ld W O 0 00 V) �U �a J LLI 0 O (� 0 � N Z O = 00 :m U 00 0 () v--- LLI SHEET: N J a w o0 z0 aZ z� oQ aLL- 00 zo �o o3:: RECEIVED S41 4 EDMO SNT SE ICES EN STAGGER NAILS ON EA SIDE OF PANEL JOINT AS REQUIRED PER SHEAR WALL SCHED —n-------�— — I.I I•I II II II II HEADER PER PLAN II II II II I I I I I•I I•I • I I I I I I I I I I I I I .II II II I I I I CRIPPLE STUDS PER PLAN; DO NOT CUT IIII I•I I•I I I. AWAY MATERIAL FROM I• I I I I I I I• I CRIPPLE STUDS I I I I I I II II I •I I•I I I I I I I I I I I I III II II I •I II FULL -HEIGHT I I•I I I•j I•I I• I I•I HOLDOWN CHORD IIII I I I I IIII I •I I I II II II I I I I I I I I I•I I I I I IIII II II IIII I.I I.I I I I I I I I I I.I I• I II I I.I I I I IIII II II IIII II II I• I I I I I I I.I I•I I II II I I I IIII II II IIII I.I I.I I.I I• II I I.I AB W/ SIMPSON BP I I I I II II I I I I I I I'I Ij PL WASHER, TYP I•I .I I I I I•I II II II I I I•I I •I I II I I I PT SILL PL PER SHEAR I I I• I I I WALL SCHED I•I I I A I.I II 1------i I•I II _ J1 II �� II _ -III—III - CONCRETE FOOTING OR P/T SLAB NOTES: 1. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. FOR SHEAR WALLS WHERE NO HOLDOWNS ARE SPECIFIED THE FIRST AB SHALL BE LOCATED NOT MORE THAN V-0" AND NOT LESS THAN (7) BOLT DIAMETERS FROM END OF WALL. TYPICAL SHEAR WALL DETAIL SCALE: 3/4" = V-0" - - - - - - 71 - - - - - - - 71 - - - - - - - -------r-i-----T- I'I I'I I'I I•I I I•I II II II II III II II II �I II• II II II II II II II III II II II II III II I II II II �I III FRAMING AT ADJOINING I I PANEL EDGES PER SHEAR I I I 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 I•I I•I I• II II II II II _J L-- ;--j•F— ;-- ;—i F�---�-- I I I•I I•I II II II II II II II II II II II II I I I•I I•I II II II II II II II II II o II II II I I I•I I•I II II II II II II II II II II II II I I I•I I•I — I'I II II II II II _1L------�L------� — II II I II II II II II II II II II 1( A AB SIZE AND SPACING 1� PER PLAN AND SHEAR WALL SCHEDULE, TYP RIM BOARD OR BLOCKING EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC (2) ROWS OF 0.131" 0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP A. CORNER INTERSECTION B. 'T' INTERSECTION TYPICAL WALL INTERSECTION DETAIL STUL PERPENDICULAR TO STUD WALL PANEL EDGE NAILING PER SHEAR WALL SCHEDULE, TYP PANEL EDGE NAILING INTO HOLDOWN CHORDS, TYP INTERMEDIATE NAILING @ 12" OC SHEATHING PER PLAN AND SHEAR WALL SCHEDULE HOLDOWN CHORD PER SCHEDULE. REFER TO TYPICAL BUILT-UP COLUMN DETAIL ADDITIONAL END STUD IF REQUIRED TO PROVIDE COUNTERSINK FOR HOLDOWN BOLTS HOLDOWN ANCHORAGE PER PLAN AND SCHEDULE SIMPSON CNW COUPLER 1/2" TO NUT W/ SIZE TO MATCH SHEATHED EDGE HOLDOWN ANCHORAGE PANELEDGE NAILING PER SHEAR WALL SCHED CONTINUE HOLDOWN CHORD TO FOUNDATION CONCRETE STEM WALL CONCRETE FOOTING 2x6 STUD @ 2x4 CROSS WALL 2x8 STUD @ 2x6 CROSS WALL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR BEAM PER PLAN STRUCTURAL NOTES, TYP AND SCHEDULE - 0.131"0 x 3" SIMPSON LTP4 OR NAILS @ 9" OC A35 FRAMING ANCHOR EACH SIDE STUD WALL PER FRAMING OF BEAM - PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR SOLID OR WALL SCHEDULE OR MULTIPLE STUD STRUCTURAL NOTES, TYP COLUMN PER PLAN BEAM WIDTH, MIN UNO PARALLEL TO STUD WALL PLATE WASHER PER SHEAR WALL SCHED SECTION A -A SCALE: 1 1/2" = V-0" STUD WALL JOIST DIRECTION PER PLAN STUD WALL NOTE: SUPPORTS AT SOLID POSTS SIM TYPICAL FLUSH BEAM SUPPORT DETAILS ADJACENT NAILS IN A ROW ARE TO BE DRIVEN FROM OPPOSITE SIDES, TYP FOR 2x4 STUDS, PROVIDE SINGLE ROW OF NAILS STAGGERED EA SIDE WITH 1 1/2" EDGE DISTANCE. FOR 2x6 STUDS, PROVIDE (2) ROWS OF NAILS SPACED AT 2 1/2" W/ 1 1/2" EDGE DISTANCE 9" OC MAX SPACING BETWEEN ADJACENT NAILS IN A ROW 0.131" 0 x 3" NAILS, TYP (5) STUDS MAX TO BE USED FOR BUILT-UP COLUMNS TYPICAL BUILT-UP STUD COLUMN DETAIL 2 1/4" END DISTANCE, TYP TOPCHORD (2) ROWS OF (8) 0.131"0 x 3" NAILS @ 3" OC EA SIDE OF SPLICE AND (2) @ 9" OC ELSEWHERE W/ 1 1/2" EDGE DISTANCE 3" OC \ SPACING SPLICE AT LOCATIONS WHERE IT IS NOT POSSIBLE BOTTOM TO INSTALL THE SPECIFIED 0.131" 0 CHORD SPLICE NAILS, THE CONTRACTOR SHALL SPLICE INSTALL SIMPSON CS20 STRAPS EA SIDE OF WALL AT SPLICE. INSTALL EA STRAP W/ (12) 10d AT EA END. WHERE BOTH PLATES ARE CUT, INSTALL CS20 STRAPS AT EA PLATE AND EA SIDE OF THE WALL. 6'-0" MIN BETWEEN SPLICES SPLICES TO OCCUR AT CENTER OF VERTICAL STUD TOP CHORD SPLICE BOTTOM CHORD SPLICE TYPICAL TOP PLATE SPLICE DETAIL SCALE: 1" = V-0" ` v f SCALE: 1" = V-0" 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 R I I I L COUNTER SINK ADDITIONAL END STUD FOR BOLTS TYPICAL ROD HOLDOWN DETAIL SIMPSON A35 (ONLY REQUIRED AT EXTERIOR HEADERS GREATER THAN U SPAN) (6) 0.131"0 x 3" NAILS TYPICAL STUDS NAILING PER TYP BUILT-UP STUD COLUMN DETAIL AT HOLDOWNS: PROVIDE FULL HT HOLDOWN CHORDS PER HD SCHED. OTHERWISE: (1) 2x FULL HT TYPICAL HEADER DETAIL SCALE: 1" = V-0" SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES 2x EXIST BLKG SECTION TYP DOUBLE TOP PLATE BEAM OR HEADER PER PLAN AND NOTES CRIPPLE STUDS PER PLAN AND COLUMN SCHEDULE STRUCTURAL NOTES SILL PLATE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES A35 CLIPS @ 4" OC EXIST JOISTS O GI ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 J Q Z O � N O V) LIJ w LI I— .� 0--- DESIGN: ERH DRAWN: JOS CHECK: DMT JOB NO: 24343.10 DATE: 1 1 /1 1 /24 � w U ? O La O 00 U 0) w Q w O La 0 N � O 00 L U 00 0 (n w SHEET: �� _Pro RECEIVED 9S14 CITY L NT CES A4 SCALE: 1" = V-0" SCALE: 1" = 1'-0" SCALE: 1" = V-0" SCALE: 1" = V-0"