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APPROVED BLD ENG PLN RESUB 2-BLD2023-0460+Architectural_Plan+7.3.2023_3.58.29_PM+3646285GENERAL NOTES Special inspection required for all retrofit epoxy anchors. Provide inspection reports to City inspector. Separate Plumbing permit required. ..-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-. Interconnected Smoke Alarms Are A Requirement " Of This Permit In Accordance With R314.2.2 u u .-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-- City Of Edmonds Building Department Work ; REMODEL/ADDITION ------------------- Address 931 CAROLWAY -------------------------------------- •----------------------------------------- Owner HILL ...................................... -------------------------------- Approved Date ; 07/12/2023 Building Official Erl.�i Permit Number BLD2023-0460 AS BUILT - MAIN FLOOR SCALE:1/8" = 1'-0" ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE AS BUILT - LOWER FLOOR SCALE:1/8" = 1' 0' OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES THESE DRAWINGS ARE THE PROPERTY OF H2D, LLC. ANY REPRODUCTiONS MUST BE AUTHORIZED DY THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT. © COPYRIGHT 2023 DY H2D, LLC. THESE DRAWINGS ARE PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. 1. CODES/REGULATIONS: -CONSTRUCTION TO CONFORM TO THE 2018 INTERNATIONAL RESIDENTIAL CODE (1RC), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE RESIDENTIAL ENERGY CODE AND VARIOUS CODES iMPOSED BY LOCAL AUTHORITIES. -A SEPARATE PERMIT MAY DE REQUIRED FOR PLUMDiNG, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLiCADLE. -A COPY OF THE APPROVED PERMIT PLANS MUST DE 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 1N THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO DE NOTIFIED IMMEDIATELY. -ALL CHANGES MADE DY THE CONTRACTOR SHALL DE SUDMiTTED 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 5E RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR OM155iONS OR PERFORMANCE OF THE CONTRACTOR. -CONTRACTOR SHALL DE RE5PON51DLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUiLPING, iTS COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO DE COMPOSED OF COMPONENTS TO DE FIELD ERECTED SHALL DE SUPERVISED DY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION iN ACCORDANCE WiTH INSTRUCTIONS PREPARED DY THE SUPPLER. -ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUIREMENTS AS DEFINED 5Y THE EPA AND THE STATE OF WASHiNGTON. -ALL WASTE AND REFUSE CAUSED IN CONNECTION WiTH THE WORK SHALL DE REMOVED FROM THE PREMISES AND DISPOSED OF DY THE CONTRACTOR. THE PREMISES 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 DE THE RESPONS1D1LiTY 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 5UiLT TO VERIFY ANY ELEVATION D15CRPANCiES 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 DEARiNG 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 DEARiNG CAPACITY AT LEAST 1'-6" BELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL BE FREE OF LOOSE SOiLS, DEBRIS, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RE5PON51DiL1TY 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 A5 OUTLINED iN iRC SEC R806. -THE NET FREE VENTILATING AREA SHALL 5E NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300 PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED 5Y VENTILATION LOCATED 1N THE UPPER PORTION OF THE SPACE TO DE 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, UN05STRUCTED, READILY ACCE55iDLE OPENING. iRC SEC R807. ACCESS DOORS SHALL DE 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 BE PROVIDED. -VENT DRYER, BATH FANS, AND RANGE5/OVENS TO THE OUTSIDE. 5. VENTILATION: -VENT FANS SHALL TERMINATE AT THE EXTERIOR OF THE BUILDING PER iRC SECTION M1502.3 AND 1MC SECTION 501.3. -INSULATE ALL DUCTS OUTSIDE OF CONDITIONED 512ACE 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 5E 1N COMPLIANCE WiTH 1RC SEC R308 AND WASHiNGTON STATE SAFETY GLASS LAW, EXCEPTIONS ARE A5 OUTLINED iN iRC SEC R308. -GLAZING iN LOCATIONS SUDJECT TO HUMAN IMPACT SUCH AS GLASS iN DOORS, GLAZING WiTHiN 24" ON EITHER SiDE OF A DOOR OPENING, GLAZING CLOSER THAN 18" TO A FLOOR, SHOWER DOORS AND TUB ENCLOSURES SHALL BE WiRE REINFORCED, TEMPERED GLASS, LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. -SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS. -SHOWER ENCLOSURES SHALL DE APPROVED WiFE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. -GLAZING WiTHiN 18" OF FLOOR AND GREATER THAN 18" 1N LEAST DIMENSION SHALL COMPLY WiTH IMPACT LOADS. SEE PLANS. -ALL EXTERIOR WALL GLAZING SHALL 5E DOUBLE GLAZED, UNLESS NOTED OTHERWISE, AND COMPLY WiTH STATE OF WASHiNGTON ENERGY CODE. -EGRESS iN EVERY SLEEPING ROOM SHALL HAVE A MiNiMUM NET CLEAR OPENING OF 5.7 5Q. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24", MiNiMUM NET CLEAR OPENING WIDTH OF 20" AND A FINISHED SiLL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR. 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 BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION. -DUCT LEAKAGE TEST RESULTS SHALL DE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. -MiNiMUM 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 THERM05TAT SHALL ALLOW FOR, AT A MINIMUM, A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKENDS) AND BE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACKS PER DAY. 8. STAIRS: -MiNiMUM HEADROOM 6-8'; MiNiMUM TREAD 10"; MAXIMUM 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 HANDRAiL5 AND GUARDRAILS. HANDRAIL TO DE 1 1/4"-2" CRO55 SECTIONAL DIMENSION AND 1 1/21, 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 iRC 312.1. -INSTALL FiRE 5LOCKiNG AT MiD-STRINGER SPAN AND AT WALL ALIGN STRINGER. -COVER WALLS AND SOFFITS OF USABLE SPACE UNDER STAIR WiTH 5/8" TYPE "X" GYPSUM WALLBOARD. 9. INSULATION: -INSULATION TO MEET THE CURRENT WASHiNGTON STATE ENERGY CODE REQ'T5 FOR TADLE 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 UNiN5ULATED, OR WiTH DAMAGED INSULATION (DISCOLORED, WET, DAMAGED, OR DETERIORATED) SHALL BE FILLED WiTH R-15 INSULATION AT 2X4 FRAMING AND WiTH R-21 INSULATION AT 2X6 FRAMING. REF SEC R503.1.1-EXCEPTION 2.. -WALLS TO BE iN5ULATED WiTH MiNiMUM R-21 INSULATION. BELOW GRADE WALLS TO BE INSULATED WiTH MiNiMUM R-21 INSULATION, ALLOW FOR THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL UNLESS NOTED OTHERWISE. -ROOF AND CEILING INSULATED WiTH R-49 DLOWN-iN AT FLAT CEILINGS AND R-38 H.D. DATT 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 J015T SPACE UNLE55 NOTED OTHERWISE. -FLOORS: INSULATED WiTH R-30 GATT INSULATION OVER UNHEATED SPACE UNLESS NOTED OTHERWISE. -SLAD-ON-GRADE: PROVIDE EXTRUDED RIGiD CLOSED CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL DREAK DETWEEN SLAD AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAD AND FOOTING TOGETHER. UNLESS NOTED OTHERWISE. 10. GARAGE SEPARATION: -REQUIRES 1/2" GWB ON THE GARAGE SiDE. 5/8" TYPE'X' GWB WHERE THERE 15 LiViNG SPACE ABOVE. SUPPORTING COLUMNS, WALLS AND BEAMS USE 1/2" GWB PER iRC R302.6 -OPENINGS INTO A GARAGE: OPENINGS INTO A GARAGE SHALL HAVE A SOLID WOOD OR HONEYCOMB -CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE FiRE RATING. DOORS SHALL BE EQUIPPED WiTH A SELF-CL05iNG DEVICE PER 1RC R302.5.1. 11. VAPOR BARRIERS: -AN APPROVED VAPOR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, DELOW ENCLOSED JOIST SPACES WHERE CEILING FINISHES ARE DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE INSULATION. TH15 VAPOR DARRiER MAY BE A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR 5ARRiERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. 12. FIRE SAFETY: -SMOKE ALARM5/DETECTOR5 (5.D.): SMOKE ALARM5/DETECTORS SHALL BE INSTALLED 1N ALL SLEEPING ROOMS, IN THE AREA OUTSIDE THE SLEEPING ROOM AND 1N OTHER LOCATIONS PER iRC R314. POWER SOURCE AND INTERCONNECTION PER iRC. -CARBON MONOXIDE DETECTORS (C.M.D.): SHALL HAVE AN APPROVED CARBON MONOXIDE ALARM INSTALLED OUTSIDE OF EACH SLEEPING AREA iN DWELLING UNITS AND iN EACH LEVEL 1N ACCORDANCE WiTH THE MANUFACTURER'S REQUIREMENTS PER iRC315. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WiTH UL2034 AND SHALL 5E INSTALLED iN ACCORDANCE WiTH THiS CODE, NFPA 720-2012 AND THE MANUFACTURER'S 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 BE LISTED A5 COMPLYING WiTH UL 2075. WHERE A HOUSEHOLD CAR50N 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 P15TRi13UTION PANEL BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL 5E COMPLETED 5Y THE BUILDER OR REGISTERED PE51GN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE V151B1LiTY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LiST THE PREDOMINANT R-VALUE5 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 DE TESTED AND VERIFIED AS HAVING AN AiR LEAKAGE RATE OF NOT EXCEEDING 5 AiR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WiTH A SLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL DE 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 PRESCRIPTIVE REQUIREMENTS- ALL CLIMATE ZONES LOCATION R-VALUE U-FACTOR FENESTRATION U-FACTOR N/A 0.30 SKYLIGHT U-FACTOR N/A 0.50 GLAZED FENESTRATION SHGC N/A N/A CEILING 49 0.026 WOOD FRAME WALL 21 iNT 0.056 MASS WALL R-VALUE 21/21 0.056 FLOOR 30 0.029 BELOW GRADE WALL 10/15/21 iNT + TB 0.042 SLAB R-VALUE AND DEPTH 10, 2 FT N/A PROJECT INFORMATION PROJECT OWNER: ERIKA & TREVOR HiLL 931 CAROL WAY EDMONDS WA 98020 PROJECT ARCHITECT: HEiDi HELGESON PROJECT DESIGNER: CRiSTY WELLER/LAUREN GROTH H21) ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 STRUCTURAL ENGINEER: DANiEL BUKER/CATHERiNE BAiLEY DUKER ENGINEERING 4303 STONE WAY N SEATTLE, WA 98103 206.258.6333 PROJECT DESCRIPTION: FRONT PORCH ADDITION, DECK REBUILD, INTERIOR REMODEL PROJECT ADDRESS: 931 CAROL WAY TAX LOT NUMBER: 00569800000200 LEGAL DESCRIPTION: SHARON CREST DLK 000 D-00-LOT 3 LESS E 1OFT TGW E 10 FT LOT 2 LAND USE CODE COMPLIANCE STATISTICS ZONE: R5-12 REQ'D SETBACKS: STREET: 25' SiPE SETDACK: 10, REAR SETDACK: 25' PARKING: 2 PARKING SPACES BU1LPING HEIGHT BUILDING HEIGHT LiMiT = 25' INFORMATION: REFER TO SHEET A2.0 AND A2.1 FOR DETAILED HEIGHT INFORMATION "REFER TO 02 SHEET FOR ADDITIONAL LAND USE CODE COMPLIANCE STATISTICS ENERGY CREDIT INFORMATION ENERGY CREDIT FROM WASHiNGTON STATE ENERGY CODE TABLE 406.3 ADDITIONS LESS THAN 500SF:1.5 CREDITS FUEL NORMALIZATION CREDIT FROM WASHiNGTON STATE ENERGY CODE TADLE R406.2 SYSTEM TYPE 2 =1 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 AHRi 550/590 3.5 HiGH EFFICIENCY HVAC EQUIPMENT =1.5 CREDITS AiR-SOURCE, CENTRALLY DUCTED HEAT PUMP WiTH MiNiMUM HSPF OF 11.0 SHEET INDEX 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, A5-13UILT PLANS 02 SiTE PLAN SURV SURVEY A1.0 LOWER FLOOR DEMOLITION PLAN A1.1 MAiN FLOOR DEMOLITION PLAN A1.2 ROOF DEMOLITION PLAN A1.3 LOWER FLOOR PLAN A1.4 MAiN FLOOR PLAN A1.5 ROOF PLAN A1.6 WINDOW AND DOOR SCHEDULES A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS A4.0 WALL SECTIONS A5.0 TYP. DETAILS 51.1 GENERAL STRUCTURAL NOTES 52.0 FOUNDATION PLAN 52.1 MAiN FLOOR FRAMING PLAN 52.2 ROOF FRAMING PLAN 53.1 CONCRETE DETAILS 53.2 CONCRETE DETAILS 54.1 FLOOR FRAMING DETAILS 54.2 FLOOR FRAMING DETAILS 55.1 ROOF FRAMING DETAILS PUGET DR 1 ,iii.i.i. j►�j�iiii.!�.i %i IK-I 1- z j,iii.ii.i _ GASPERS ST w i.i. MOUNTAIN LN � I N I SiTE I I Uj I CAROL WAY 1 � VICINITY MAP (NTS I W o U � o Z Q 00 W 3:Q 0 J LLI Q 0 U Z O J 0 I W RESUB Jul 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9716 REGISTERED ;ARCHITECT /Z� HEIDI MICHELLE HELGESON I STATE OF WASHINGTON ri 0"N Nil 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: 4/11/2023 REV 1: 4/21 /2023 REV 2: 6/6/2023 REV 3: 7/3/2023 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS 01 NEW DOWNSPOUTS Cad DECK TO SPLASHBLOCKS, TYP- iNSTALL PATIO BELOW FOOTPRINT OF DECK, ANY STORMWATER ON NEW PATIO TO SHEET FLOW TO YARD, SLOPE PATIO TO DRAIN TO YARD AVERAGE EXISTING GRADE POINT ELEVATION A 129.3' B 1353 C 135.9' D 129.8' 530.15F/4=132.5' AVERAGE GRADE=132.5' HEIGHT LIMIT = 157.5' NOTES: 1. CONSTRUCTION EROSION CONTROL MEASURES MUST BE iN PLACE AND APPROVED BY CiTY OF EDMOND5 PRIOR TO ANY EARTH DISTURBANCE. SCHEDULE AN INSPECTION APPOINTMENT FOR THi5 ITEM. 2. NO 5EDIMENT SHALL 13E TRACKED ONTO PAVED STREET OR ROADWAYS. 5EDIMENT SHALL BE REMOVED FROM TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE CONSTRUCTION SiTE. iN THE EVENT OF FAILURE OF THE TE5C SYSTEM RESULTING IN SEDMiNT TRACKING ONTO PAVEMENT, THE CONTRACTOR SHALL IMPLEMENT MEASURES iMMEDiATELY TO CORRECT THE SITUATION. THE CONTRACTOR SHALL EMPLOY EMERGENCY MEASURES TO REMOVE SEDIMENT FROM PAVED SURFACES, AS NECESSARY. STREET SWEEPING SHALL BE CONSIDERED AN EMERGENCY MEASURE. 3. AFTER CONSTRUCTION 15 COMPLETE, ALL EXPOSED EARTH SURFACES WiLL BE LANDSCAPED WiTH 5UiTA13LE VEGETATION TO PREVENT EROSION FOR THE PERMANENT CONDITION. 4. ALL DISTURBED SOILS WiLL BE COMPOST AMENDED PER CiTY OF ED ON 5�13M.. C V 1 L T A Ti G Ti S.6. iF ANYN OF THE SiPE SEWER NEEDS TO BE REPLACED OR RELOCATED, A SiPE SEWER PERMIT WiLL BE REQUIRED. SS SS SS SITE PLAN 7' I I I *GRADING TO BE CONFIRMED iN THE FIELD W/ BUILDER AND OWNER, i VERIFY EXTENT OF RETAINING WALL W/ OWNER INSTALL TREE PROTECTiON FENCING PER CiTY OF EDMONDS BMP AT DRiPLiNE OR GREATEST EXTENT POSSIBLE OUTSIDE iN 17110E - RK STRAW WAD L 5 PER 88031'31 "W 99. 0 - - CiTY OF EDMO 5 BMP A5 NECE55AR 0 CONTROL SEPIM AND PREVENT PISCHA OF arc POLLUTANTS I NEW PATIO B< ELOW p a� N p NEW RETAINING WALL �0 NEW RETAINING WAL wo DEMO EX LiNE OF EXISTING STAIRS DECK TO BE NEW STAIRS DEMOLISHED AND X NEW CONCRETE PAD A REPLACED LU FOR OUTDOOR HVAC - - UNiT, VER LOCATION j PROPOPEif DECK DEMO REPLA(TEAENT I A EXISTING II - - - .B. ,1 r'=�1EV �� 1 Ex \fVE\ ITill 10 EX CIO. \ DOD 1 \ \ I I EX ,>-------------------- I I i 931 CAROL WAY EDMONDS, WA 98020 �/ I TPN:00569800000200 � I I I I �� i� 1-n rt I----------- I - - - - - - - - - - - - - - - - ------ ----- PROPO ED I I - DEMO EXj57iNG - - - PORCH PPITION, I ------ WALKWAY ---- - ROOFLi E \ `-`- �� ° 1j2.9 5a ft NEW ENTRY WAL \ PROPOSED EXCAVATION STOCK FiLE LCCATION iF x REQ'D, COVER / PLASTIC L \ SHEETING W/1 24 HR5 PER � --->tf-fY OF EDMONDS BMP INSTALL FiLTEF FENCE OR 4XiSTiNG SEWER LiNE, STRAW WADD ES PER CiTY VERIFY LOCATION o OF EDMOND5 MP A5 NECESSARY TO CONTROL - SEDIMENT AND PREVENT DISCHARGE 0 POLLUTANTS 7>;<� w o I Iz < EXISTING WATER NE, o z VERIFY LOCATION N ONSTRUCTiON FILTER 50C S TO DE INSTALLED TO ANY CAT H 13A51NS DOWNSTREAM FR M THE CONSTRUCTION SiTE PER C Y OF LLJ az EDMONDS REQ'T5 EXISTING DRIVEWAY TO REMAIN I - --.-•-•-• - -. -.-. - 99.00-.-.-.- EX CURB E C R CUT / ' CAROL WAY SS SS SS SS - SS - SS SCALE: 1" =10' NOTES: 1. REFER TO SURVEY FOR 51TE INFORMATION. 3. INSTALL AND MAINTAIN ALL TE5C MEASURES ACCORDING TO APPROVED PLANS, CiTY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MIGHT BE REQUIRED DURING CONSTRUCTION. EV 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. -SS - 10'-0" REQ'D SiPE YARD TING CURB CUT TO AIN SS SS I I I I I I I i I I I I I I I I I I I EXISTING fAS METER AND GAS LINE, -VERIFY LOCATION I I I I I I I I EV EAI D' I WG'DRiVEWAY TO BE USED FOt CONSTRUCTION ENTRANCE DURING CONSTRUCTION, LiMiT TRACK OUT AND IOTHER EROSION ISSUES QN SITE. I I I EXi5TiNJ OVERHEAD POWER, CONFiRMI LOCATION • ANY REPLACEMENT OR REVISION TO EXISTING I DRIVEWAY SHALL i REQUIRE SEPARATE RIGHT-OF-WAY PERMIT. - -SS < N LAND USE CODE COMPLIANCE STATISTICS ZONE: RS-12 EXISTING LOT AREA: 11,879 SF LOT COVERAGE: EXISTING HOUSE: 2123.8 SF EXISTING DECK: 247.5 SF EX15TiNG REAR DECK/STAIR: 40.6 SF EXISTING PORCH: 65.8 SF EX15TiNG SHED: 96.6 5F EXISTING LOT COVERAGE: 2574.3 SF ALLOWED LOT COVERAGE: 11879 5F X 35% = 4157.7 SF OK PROPOSED EXISTING HOUSE: 2123.8 5F LOT COVERAGE: EXISTING DECK (DEMO): (247.5 SF) NEW DECK AND STAIRS: 453 5F EX15TiNG REAR DECK/NEW STAIR: 38.4 5F EXISTING PORCH (NEW EXPANSION 0 FOOTPRINT): 65.8 SF EXISTING SHED (DEMO): (96.6 SF) PROPOSED LOT COVERAGE: 2681 5F ALLOWED LOT COVERAGE: 11879 SF X 35% = 4157.7 SF OK EXISTING EXISTING HOUSE AND PORCH (iNCL ROOF): 2549.1 SF IMPERVIOUS EX15TiNG DECK (AREA NOT UNDER ROOF): 183.3 SF SURFACE: EXISTING REAR DECK/STAIR (NOT UNDER RF): 25.5 SF EX15TiNG SHED: 96.6 5F EXISTING WALKWAYS: 104.2 SF EXISTING DRIVEWAY: 1073.6 5F EXISTING IMPERVIOUS SURFACE: 4032.3 5F PROPOSED EXISTING HOUSE AND PORCH (iNCL ROOF): 2549.1 5F IMPERVIOUS EX15TiNG DECK (AREA NOT UNDER ROOF - DEMO): (183.3 SF SURFACE: NEW DECK AND STAIR (NOT UNDER RF): 327.1 SF EXISTING REAR DECK/NEW STAIR (NOT UNDER RF): 50.6 SF EXISTING SHED (DEMO): (96.6 5F) EXISTING WALKWAYS (DEMO): (104.2 5F) NEW FRONT WALK WAY: 112.9 SF NEW REAR WALKWAY: 69.6 SF EXISTING DRIVEWAY (TO REMAIN): 1073.6 SF TOTAL NEW/REPLACED NEW DECK AND STAIR (NOT UNDER RF): 527.1 SF IMPERVIOUS EXISTING REAR DECK/NEW STAIR (NOT UNDER RF): 30.6 5F SURFACE: NEW FRONT WALK WAY: 112.9 SF NEW REAR WALKWAY: 69.6 5F Zone RS-12___ Corner ; Flag Setbacks: Required Actual Front 25 Sides 10, 10, Rear 25' ------------- 25' Other _ _ _ __ ___ 25' 19, Height ----------- APPROVED BY PLANNING iz /'�a �- Jul 07 2023 ENGINEERING DIVISION APPROVED AS NOTED 07/10/2023 NO STORMWATER MANAGEMENT SYSTEM REQUIRED AT THIS TIME. IF NEW AND/OR REPLACED IMPERVIOUS SURFACE EQUALS 2000SQFT OR GREATER, A STORMWATER MANAGMEMENT SYSTEM MAY BE REQUIRED PER CITY CODES AND STANDARDS EV LU o U � o Z Q 00 LU 3:Q M J O L L1 Q p U Z O J p I W RESUB Jul 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9716 REGISTERED ;ARCHITECT /Z� HEIDI MICHELLE HELGESON I STATE OF WASHINGTON r I t-"% *11 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: 4/11/2023 REV 1: 4/21 /2023 REV 2: 6/6/2023 REV 3: 7/3/2023 PERMIT SET OWNER/CONTRACTOR IS RESPONSIBLE FOR I SITE PLAN EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. l�L ES F—————————————————————————— — — — —TI DEMO PATiO AND I I RETAINING WALL I I I II I II I 0 I I DEMO POSTS AND DECK I I ABOVE TYP I I DEMO POSTS AND DECK I I I ABOVE TYP DEMO EX SLIDING GLASS DEMO EX WINDOW AND DOOR AND SECTION OF WALL i I SECTION OF WALL FOR AND PREP FOR NEW WIDER NEW TALLER/WIDER SLIDING GLASS DOOR I I WINDOW OPENING I DEMO EX 10'-7 3/4" 6'-0" 2'-2" N I I WATER HEATER AND FURNACE I F-- --I-I --Ir— I III � II Jill DEMO CHIMNEY H III AND FIREPLACE, III PREP FOR FLOOR II I I I I I AND ROOF iNFiLL i IL- ■■E I I I REMOVE EXISTING WINDOWS, PREP FOR REPLACEMENT, TYP LINO —�� ----- 0 I III DEMO EX SOFFIT — — AND DNG 00- — — — — — — — — — — �\ I DEMO EX WALLS / DEMO EX WALL I I II \ III AND DOORS \ -U AND DOORS \ _ _ — — — — — — — / DEMO EX DOOR AND II \ SECTION OF WALL 1 II FOR NEW DOOR REMOVE EXISTING WINDOWS, PREP FOR REPLACEMENT, TYP UNO LOWER FLOOR DEMOLITION PLAN SCALE:1/4" = 1'-0" 0 EXISTING WALLS r — I DEMO WALLS NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO DEMOLITION. 2. ALL SHORING TO BE THE RESPONSiDILiTY OF THE BUILDER. CONTACT THE STRUCTURAL ENGINEER WiTH QUESTIONS. r ' 0U W W \ I Q Lu r IG "� z L DEMO EX WALLS AND FIXTURES I �JI I i40 1 1 cno LI:zu 11�1Q SALVAGE W/DR, � — — iI L� I — J PREP FOR I I W REINSTALLATION PER PLAN— r O L--J REMOVE EXISTING WINDOWS, PREP FOR REPLACEMENT, TYP UNO DEMO EX WINDOW AND PREP FOR NEW TALLER DEMO STAIR WINDOW OPENING VERIFY EXISTING POSTS TO REMAIN WiTH LANDING ABOVE I T T T T� --- � I I I I I III I I I I I I II I I I I I I II I I I I I I II I I I I I I II I II II II II II II H II II II II II II II II II II i GARAGE DOOR TO REMAIN J GARAGE DOOR TO REMAIN ALT OPT: REPLACE ALT OPT: REPLACE DEMO STONE VENEER AND SiPING TYP Cad EXTERIOR I "'I I III I I III I �I I III I REMOVE EXISTING WINDOWS, III I PREP FOR REPLACEMENT, m I TYP UNO N W o U o Z Q op W 3: M J Q O U) W Q p U Z O J p = W RESUB Jul 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9716 REGISTERED ;ARCHITECT /Z� HEIDI MICHELLE HELGESON I STATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 4/11/2023 REV 1: 4/21 /2023 REV 2: 6/6/2023 REV 3: 7/3/2023 PERMIT SET LOWER FLOOR DEMOLITION PLAN A1.0 DEMO EX WINDOWS AND PREP FOR NEW WINDOWS iN EX OPENINGS DEMO EX WINDOW AND PREP FOR NEW WINDOW iN EX OPENING -------- -- r � DEMO EX DECK AND RAILING �I I� DEMO EX WINDOW, SLIDING GLASS DOOR AND SECTION OF WALL AND PREP FOR �I NEW WINDOW LL---------_— �I I 5'-51/8" ll�j NEW WINDOW I III I I III I I III I I�I IIII I I� I I I I I}I I III I I�I III I I�I I I I I III I I�I IIII I I� I I' I 7-1" NEW WALL AREA DEMO EX WALLS AND FIXTURES — 5'—O" 2'-5 <,, NEW Wi? DOW EX W DEMO EX HEARTH, BRICK FIREPLACE AND CHIMNEY, PREP TO iNFiLL FLOOR, CEILING AND ROOF — 12'-2" NEW SLIDING GLASS DEMO EX WALLS AND DOORS II `� I I r.r _ I L$J I __ DEMO EX WINDOW AND PREP DEMO EX FOR NEW TALLER WINDOW FRONT DOOR AND WINDOW, PREP FOR REPLACEMENT MAIN FLOOR DEMOLITION PLAN SCALE:1/4" = 1'-0" EXISTING WALLS r =1 DEMO WALLS NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO DEMOLITION. 2. ALL SHORING TO BE THE RESPONSIBILITY OF THE BUILDER. CONTACT THE STRUCTURAL ENGINEER WiTH QUESTIONS. DEMO EX WINDOWS AND SECTIONS OF WALL FOR NEW DOOR AND WINDOW OPENINGS I 2-8 7/8" JEW WALL I DEMO FINISHES AT LANDING, DEMO EX AND RAiLiI DEMO EX WINDOW AND D00 AND PREP FOR NEW WiNDO� AND DOOR iN EX OPENINGS �� NEW WINDOW I ro�o� I L—JLJ SALVAGE DISHWASHER DEMO EX WALLS, FINISHES AND FIXTURES AND KITCHEN II � �r--n r=oaaol -- I I III II I� ®I C---------- -��r / IL / L i 1 II � IIII � I `\ II II IIII l� Ir-1 —� 91 I I U— P EMO EX WALLS AND DOORS I II I u II I DEMO EX HALF WALL rl AND PREP FOR NEW I L — — J RAiLiNG I° 0 EX WINDOW \—DEMO EX WINDOW AND PREP FOR NEW TALLER WINDOW N W o U o Z Q op W 3: M J Q O U) W Q p U Z O J p = W RESUB Jul 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9716 REGISTERED ARCHITECT /11,' HEIDI MICHELLE HELGESON I STATE OF WASHINGTON f 1 0-"% 11 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: 4/11/2023 REV 1: 4/21 /2023 REV 2: 6/6/2023 REV 3: 7/3/2023 PERMIT SET MAIN FLOOR DEMOLITION PLAN Al. 1 DEMO SHED ROOF BELOW r-- - - - - -- - - - - - � I I I I I I DEMO ROOFING, PREP FOR DEMO 13ACK DOOR OVERFRAMiNG PEP, STRUCTURAL 9 CANOPY — — — — — — — — — — — — — — NEW DECK COVER ---\ bocn >=no KlcIni GVvI Tr u r ROOF DEMOLITION PLAN SCALE:1/4" = T-O" 0 EXISTING ROOF r I DEMO AREA OF ROOF NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRiOR TO DEMOLITION. 2. ALL SHORING TO 13E THE RESPONSiDiLiTY OF THE DUiLDER. CONTACT THE STRUCTURAL ENGINEER WiTH QUESTIONS. N w p U o z Q 00 w 3: 0 J Q Fn p 0� U) w Q 0 ry U Z J � O J (3)r) 0 = W RESUB Jul 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT s��s REGISTERED ARCHITECT /Pl• � HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P. 206 . 542 . 3 7 34 www.h2darchitects.com DATE: 4/11 /2023 REV 1: 4/21 /2023 REV 2: 6/6/2023 REV 3: 7/3/2023 PERMIT SET ROOF DEMOLITION PLAN A1,2 WATER HEATER NOTES 1. INSTALL NEW ON -DEMAND GAS FIRED WATER HEATER, SELECTION AND LOCATION TO BE CONFIRMED W/ OWNER. 2. PROVIDE SHUTOFF VALVE Ca CONNECTION TO APPLIANCE. 3. PER iRC M1307.2 ANCHOR OR STRAP WATER HEATER APPLIANCE TO RE515T HORIZONTAL DISPLACEMENT CAUSED BY EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WiTHiN THE UPPER 1/3RD AND LOWER 1/3RD OF THE APPLiANCE5 VERTICAL DiMENSIONS. AT THE LOWER POINT, THE STRAPPING SHALL MAINTAIN A MiNiMUM P15TANCE OF 4" ABOVE CONTROLS. 4. ALL ELECTRIC WATER HEATERS iN UNCONDITIONED SPACES, OR ON CONCRETE FLOORS iN CONDITIONED SPACES, SHALL BE PLACED ON AN INSULATED SURFACE WiTH A MiNiMUM THERMAL RES15TANCE OF R-10, AND MINIMUM COMPRESSIVE STRENGTH OF 40PSi OR ENGINEERED TO SUPPORT THE APPLIANCE. B V-O EV A A3.0 EXISTING HOSE BiB EV Hot tub to meet standards for both Washington State Energy Code and 2018 International Pool and Spa Code. C A3.0 D A3.0 1 A4.0 77_G :J:J-Ut/- 23'-6 3/4" 2' 1/2" 18'-0 5/0" 10'-11 1/8" 7-1 1/2" 5'-1 3/8" *GRADING TO BE CONFIRMED iN THE FIELD RETAINING WALL W/ BUILDER AND OWNER, 1 '-1 1/4" 11 VERIFY EXTENT OF RETAINING WALL W/ INSTALL NEW OWNER NS LL EW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 " G IR. NEi z UP R 7 1/2" /- �U / 13T UP o iN AL NEW z J W K HT cz i TA L NE V LK iN A NEW R G ALL O6 EGRESS COVERED PATIO NEW CONCRETE PATiO (INSTALL UNDER FOOTPRINT OF DECK ABOVE) EXISTING SEWER CLEANOUT WiTHiN 30' OF NEW 04 HOT TUB LOCATION, *SIDE SEWER PERMIT WiLL BE REQUIRED FOR ANY SiPE SEWER WORK - X FURRED WALL OR WALL MOUNTED REPLACE TO ALIGN W/ DUCTLESS HEAT PUMP, 03 WINDOW SiLL TYP VER LOCATION LOWER FLOOR PLAN REC LVT I I I I I I I I I I HOT U13 I I RM iZE/ \TiO W/ EV I EXISTING HOSE BiB, UP EV VERIFY W/i 30' OF NEW HOT TUB.I OCATION. . . ' rm, WALL MOUNTED DUCTLESS HEAT PUMP, VER LOCATION I I VIA o = I � � BED 1 LVT I -6 3/4" 11 6'-5 3/8" A LANDING i N Go E�-- - WALL MOUNTED DUCTLESS HEAT PUMP, VER LOCATION INSTALL SOUND S.D. INSULATION 9 GUEST 07 BEDRM WALLS ALIGN BED 2 LVT 80 CFM FAN, S.D. VENT TO OUTSIDE, TYP NO2 00 09 O 03 05 CLO _ UP_ _ - + S.D. R&S F = ; EX WALL 7 ® w HEATER, VER GUEST�oz SHELVES &V L CLEARANCE FOR ROOM O4 �'' HANGING ROD NEW CAB LVT 1'-8" - �zo F BATH GUESTz _ VER EX FLR DRAIN TiLE _ LOCATION U50 2'-101 2" BATH LAUNDRY WALL MOUNTED TiL - - - - LVT + OPTION: REPLACE DUCTLESS HEAT PUMP, c1� - - - W _z TOILET AND CENTER VER LOCATION UNDER ON WALL, CONFIRM W/ OWNER PRIOR TO STAIR EX CONSTRUCTION TUB CLO LVT 80 CFM FAN, 50 CFM AN, 10 771-51-1 08 VENT TO VENT TO OUTSIDE, 7 OUTSIDE, TYP TYP 13'-7 3/4" 13'-3 3/4"+/- 10'-01/4" 9'-9 7/8" VERIFY EX WATER 77'-61 /8"+/- OFF-FURR REST OF WALL TO ALIGN W/ REINSTALL EXISTING BUMP OUT 9 VANITY C WASHER/DRYER 0 AREA A3 D NEW LOCATION p A3.0 SCALE:1/4" = 1'-0" 0 EX15TiNG WALLS ® NEW WALLS NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE ROUGH OPENING SIZES, UNO. 3. SEE ATTACHED W5EC FORMS FOR ENERGY CODE COMPLIANCE INFORMATION. 4. INSTALL SMOKE DETECTORS (5.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 L15TED 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'-O" MiNiMUM FROM BATHROOM DOORS. 7. ALL GAS FIREPLACE HEATERS RATED TO ANSi Z21.88 SHALL BE LISTED AND LABELED WiTH A FIREPLACE EFFICIENCY (FE) RATING OF 50 PERCENT OR GREATER iN ACCORDANCE WiTH C5A P.4.1. VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) CERTIFIED TO ANSi Z21.50 SHALL BE L15TED AND LABELED, INCLUDING THEIR FE RATINGS, iN ACCORDANCE WiTH CSA F.4.1. EXi TIhG1 U I I II II II II � II II INSTALL NEW ON DEMAND W,WTIER HEATER, CONFIRM LOCATION; VERIFY iN5TALLATiON REQ'T5 W/ MFR SPECS I II I II GARAGE EX15TiNG II II II / \ / \ VERIFY GARAGE DOOR REPLACEMENT, T.B.D. XTERiOR HOSE 131135: ADD HOT WATER TO EXISTING HOSE BiB LOCATIONS, CONFIRM LOCATION W/ OWNER PRIOR TO INSTALL HVAC NOTES LOWER FLOOR: 1. INSTALL DUCTLESS MiNi SPLiT HEAT PUMP SYSTEM TO SERVE LOWER FLOOR WiTH A MiNiMUM UNOBSTRUCTED TOTAL AREA OF THE OUTSIDE AND RETURN AiR DUCTS OR OPENINGS TO HEAT PUMP SHALL NOT BE LESS THAN 6 SQUARE INCHES PER 1,000 BTU/H OUTPUT RATING OR AS iNTiCATED BY THE CONDiTiONS OF THE LiSTiNG OF THE HEAT PUMP. 2. ELECTRIC HEAT PUMPS SHALL CONFORM TO UL 1995 AND WA STATE ENERGY CREDIT ON SHEET 01. 3. SUPPORT AND FOUNDATIONS FOR THE OUTDOOR UNiT OF A HEAT PUMP SHALL BE RAISED AT LEAST 31NCHE5 ABOVE THE GROUND TO PERMIT FREE DRAINAGE OF DEFROST WATER, AND SHALL CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. MAiN FLOOR: 1. INSTALL NEW HEAT PUMP TO PROVIDE HEATING AND COOLING TO THE MAiN FLOOR. 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 74 CFM. REFER TO iRC TABLE M1505.4.3 (1). *CONFIRM HVAC SYSTEM W/ OWNER. A A3.0 CONFIRM EXISTING ELECTRICAL SERVICE, VERIFY iF UPGRADES ARE REQ'D GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) EXISTING LOWER FLOOR AREA 1577.5 5F EXi5TiNG GARAGE (UNCONDITIONED) 515.6 5F W LU o U o Z Q 00 IJ 3:L 0 J Q O LLl Q 0 U Z J c) 0 = W RESUB Jul 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z 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: 4/11/2023 REV 1: 4/21 /2023 REV 2: 6/6/2023 REV 3: 7/3/2023 PERMIT SET LOWER FLOOR PLAN Al .3 I N M POSTS PER STRUCTURAL, WRAP PER DETAIL 56" HALF HEIGHT WALL 34'-1 7/8" M — — — — — — — — — — — — — — — — n — — 36"GUARDRAIL HEIGHT I ______________� I if w BEAMS IABV PER I I DN : STRUCTIURAL, WRAP PER I DETAIL :< I II II I D T INSTALL NEW 36" HiGH HANDRAIL �1> lv�INSTALL NEW 36" HiGH GUARDRAIL Q � INSTALL NEW DECKING � DECK I I �p @ EXISTING LANDING DECKING I I QILI COVEREDIAREA ABOVE o oz e 1. = m INSTALL NEW HVAC HEAT PUMP OUTDOOR UNiT, VERIFY LOCATION W/ OWNER/BUILDER I 50'-2 1/61 INSTALL NEW TREADS I I 5 1 T N 9'-6 3/ " /- AND RISERS C� EX STAIR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I 2 11 1/8 12 1 hlO 7/8 12 61 �'/8 11'-61/4" 2'-7 3/4" 4'-1 ' 1 13 14 W P I 14 I 15 16 17 L jj 2'-0 5/8' +/ =EE�- - - G L. C L. C L. CAL. 20 N BENCH ZN X TA VAULTED CEILINGr-----------------� ABOVE, REFER TO r-----------�---� `� I � STRUCTURAL C'�4 19 MUD BOX BEAM ULILIN 11,I _ ABOVE, REFER TO A STRUCTURAL A3.0 SKYLIGHT ABV 1 12 1---------------- DINING 1 HARDWOOD HARDWOOD E S I UP AIRINSTALL NEW 36" HiGH 1 HOOKS HANDRAIL 9 EX STAIR I I I I I I II I I I I I 1 ITdHEN_ I I 1 �NTRY I ARdWOOP HARDWOOD A DW OD I + I VERIFY LOCATION _ _ _ L L N - - �c- L-8 1 EURK -WALL E- - - - - - - - _ -A INSTALL NEW OPEN 4'-2" 36" RANGE 19' 41/8" o I 5'-01/2'' � I REQ'D I - - - -- - - - - 36 HIGH I GUARDRAIL r 42" I - - - I I - - REF 22 1 - _ LIVING _ _ — — — — J S.D./C.M.D 3'-O 1/8" 2'-4-1/2" 6-7 1/ O 15 N INSTALL RANGE HOOD; HOODS OVER I r _ _ _ _ FiA1ZD_WOOD_ _ _ ] O 400 CFM REQUIRE MAKE UP AIR. PLAY ROOM I MAKE UP AiR TO BE INTERLOCKED 1 = IN 1'-11" 1 71/2 S D WiTH FAN OPERATION AT A RATE LVT 1 13 Q x % APPROXIMATELY EQUAL TO THE CLO (D °L x EXHAUST AIR RATE THAT i5 IN REPLACE 11 I R&5 - _ _ _ 16 17 EXCE55 OF 400CFM PER M1503.4. FLOORING AT � w� CLOSET w Ix � e 0) PRIMARY BED PWDR — UDC 1v� Z �s LD N HDWD `n cz rn w BATH cs� v CLOS HARDWOOD I I SHWR TiLE HARDWOOD rn n12 PN 1'-61/8" 1 I _ 31-711 7ENTRY z J HARDWOODINSTALL NEW " 1 22 HIGH GUARDRAi6L 20 19 I O — — — — — — — — — — — — — — — — — — — — — — — — 11 — O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 8 _ — — — — — — — — — — — — — — — — — — — — — — — — �I t GENERAL: �I 1. INSULATE FLOOR FOR SOUND DAMPENING 1 1 1 1 21 ABOVE I I I I 1 111 III I A3.0 L -J - - - - - - -L A-i A3.0 MAIN FLOOR PLAN SCALE:1/4" = 1'-0" 0 EXISTING WALLS ® NEW WALLS NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE ROUGH OPENING SIZES, UNO. 3. SEE ATTACHED WSEC FORMS FOR ENERGY CODE COMPLIANCE INFORMATION. 4. INSTALL SMOKE DETECTORS (S.D.) AT LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 5. INSTALL CARBON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF THE BEDROOMS. THE ALARM AND SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL DE 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 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. i9LAOD I I = o i K 1 /DW \I 21/2" 8'-911 5'-41/2" GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) EX15TiNG MAiN FLOOR AREA 1809.8 5F NEW PORCH ADDITION: 25.2 SF TOTAL CONDITIONED AREA 3212.5 SF -11 1 /7" B V-O A A3.0 N LU O U o Z Q op LJJ 3: M J Q O L L1 Q p U Z O J p I W RESUB Jul 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9716 REGISTERED ARCHITECT //,I• 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: 4/11/2023 REV 1: 4/21 /2023 REV 2: 6/6/2023 REV 3: 7/3/2023 PERMIT SET MAIN FLOOR PLAN Al .4 E3 A3.0 A A3.0 ROOF PLAN SCALE:1/4" = T-O" 0 EXISTING ROOF _ NEW ROOF C A3.0 A3.0 1 A4.0 E3 A3.0 A A3.0 T W o U o Z Q rn W 3:Q 0 J O U) W Q o ry U Z J � O J (3)r) 0 = W RESUB Jul 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9716 REGISTERED // ARCHITECT /`�1//'W HEIDI MICHELLE HELGESON STATE OF WASHING TON 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: 4/11 /2023 REV 1: 4/21 /2023 REV 2: 6/6/2023 REV 3: 7/3/2023 PERMIT SET ROOF PLAN A1,5 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 00 2'-7" 6'-101/2" 2'-6" 6'-8" POCKET 0'-1 3/8', 0.00 VER R.O. W/ PCKT DR MFR 01 8'-2" 6'-101/2" 8'-0" 6'-8" S.G.D. 0-13/4" 53.30 TEMPERED GLAZING 0.30 02 2-8" 6'-101/2" 2'-6" 6'-8" SWING 1 0'-1 3/8', 0.00 VER FiT iN EX R.O. 03 2'-7" 6'-101/2" 2'-6" 6'-8" POCKET 0'-1 3/8', 0.00 VER R.O. W/ PCKT DR MFR 04 2'-7" 6'-101/2" 2'-6" 6'-8" POCKET 0'-1 3/8', 0.00 VER R.O. W/ PCKT DR MFR 05 2-8" 0-10 1/2" 2'-6" 6'-8" SWING 1 0'-1 3/8', 0.00 VER FiT iN EX R.O. 06 2'-10" 6'-101/2" 2'-8" 6'-8" SWING 1 0'-1 3/8', 0.00 VER FiT iN EX R.O. 07 2'-10" 6'-101/2" 2'-8" 6'-8" SWING 1 0'-1 3/8', 0.00 08 6'-2" 6'-101/2" 6'-0" 6'-8" Bi-PASS 0'-13/8', 0.00 09 2-8" 0-10 1/2" 2'-6" 6'-8" SWING 1 0'-1 3/8', 0.00 10 2'-1011 10-10 1/2" 2-8" 6'-8" SWING 1 0'-1 3/8" 0.00 ENTRY 11 541/2" 16-10 1/2" 3'-0" 6'-8" ENTRY SWING 1 0'-1 3/4" 20.00 1 TEMPERED GLAZING 0.20 MAiN FLOOR 12 2'-5" 6-10 1/2" 21-4" 6'-8" POCKET 0'-1 3/81, 0.00 VER R.O. W/ PCKT DR MFR 13 1'-8" 6-10 1/2" 1'-6" 6'-8" SWING 1 0'-1 3/81, 0.00 14 12'-2" 6-10 1/2" 12'-0" 6'-8" S.G.D. 0'-13/4" 80.00 TEMPERED 0.30 15 2'-8" 6-10 1/2" 2'-6" 6'-8" SWING 1 0'-1 3/81, 0.00 16 2'-8" 6-10 1/2" 2'-6" 6'-(5" SWING 1 0'-1 3/81, 0.00 17 2'-8" 6-10 1/2" 2'-6" 6-8" SWING 1 0'-1 3/81, 0.00 18 2'-7" 6-10 1/2" 2'-6" 6'-8" POCKET 0'-1 3/81, 0.00 VER R.O. W/ PCKT DR MFR 19 2'-7" 6-10 1/2" 2'-6" 6'-8" POCKET 0'-1 3/8" 0.00 VER R.O. W/ PCKT DR MFR 20 2'-10" 6-10 1/2" 2'-8" 6'-8" SWING 1 0'-1 3/4" 0.00 TEMPERED; VER FiT iN EX R.O. 0.30 21 2'-10" 6-10 1/2" 2'-8" 6-8" SWING 1 0'-1 3/8" 0.00 VER FiT iN EX R.O. 22 2'-8" 6'-4" 2'-6" 6-11/2" SWING 1 0'-1 3/8" 0.00 VER FiT iN EX R.O. TOTAL EXTERIOR DOOR AREA: it)6.6u MANUFACTURER: INTERIOR: SiMPSON OR EQ, SOLID CORE DOOR, PAINT GRADE, PANEL TYPE PER SPEC EXTERIOR: MARViN OR EQ, REFER TO SPEC EXTERIOR DOORS TO 5E NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER. NOTES: 1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS 2. SEE ELEVATIONS FOR CONFIGURATION 3. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION 4. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS PER SCHED. 131-PASS PER SCHED. ENTRY SWiNG Pn(:KFT 8_,,,2'' PER SCHED. C;r0 C;r0 o � w = w U = � U i w PER SCHED. SWiNr 1 WINDOW SCHEDULE ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER AREA (SF) NOTES U-VAL WIDTH HEIGHT LOWER FLOOR 01 8'-01, 5'-0" 7'-0" C H.S. 35.00 VER FiT iN EX R.O.; EGRESS 0.30 02 6'-0" 5'-0" 7-0" C H.S. 35.00 VER FiT iN EX R.O. 0.30 03 6'-0" 5'-0" 7-0" C H.S. 35.00 VER FiT iN EX R.O. 0.30 04 6'-0" 5'-0" 7-0" C H.S. 35.00 VER FiT iN EX R.O. 0.30 05 4'-0" 3'-81, 7-0" G C 30.60 VER FiT iN EX R.O. HGHT; FRENCH CSMT; EGRESS, TEMP 0.30 06 4'-0" 3'-81, 7-0" G C 30.60 VER FiT iN EX R.O. HGT; EGRESS, TEMP; FRENCH CSMT 0.30 08 3'-01, 2'-0" 7-8" A A 15.30 TEMP; VER FiT iN EX R.O. 0.30 09 3'-01, 2'-0" 7-8" A A 15.30 TEMP; VER FiT iN EX R.O.; TRANSLUCENT 0.30 10 3'-01, 2'-0" 7-8" A A 15.30 TEMP; VER FiT iN EX R.O. 0.30 GARAGE 07 6'-0" 3'-01, 6'-101/2" C H.S. 18.75 VER FiT iN EX R.O. N/A MAiN FLOOR 11 8'-0" 5'-0" 6-10 1/2" D C/P 34.40 VER FiT EX R.O. HEAD HGT, LOWER SiLL 0.30 12 12'-0" 5'-0" 6-10 1/2" F P 34.40 VER FiT EX R.O. HGT; TEMP 0.30 13 5'-0" 5'-0" 6-10 1/2" B P 34.40 VER FiT EX R.O. HGT 0.30 14 5'-0" 5'-0" 6-10 1/2" B P 34.40 VER FiT EX R.O. HGT 0.30 15 7-6" 5'-0" 6-10 1/2" D C/P/C 34.40 VER FiT EX R.O. HGT 0.30 16 4'-6" 4'-0" 6-10 1/2" B P 27.50 TEMPERED 0.30 19 7-0" 5'-0" 6-10 1/2" D C/P/C 34.40 EGRESS 0.30 20 6-0" 3'-O" 6-10 1/2" C C 20.60 TEMPERED; TRANSLUCENT; FiT iN EX R.O. 0.30 ENTRY 21 5'-61/2" 2-21/4" VER EX H.H. B C 14.20 VER FiT iN EX R.O. HGT AND WiDTH 0.30 22 8'-0" 5'-011 16-10 1/2" D C/P/C 34.40 VER FiT iN EX R.O. HEAD HGT; LOWER SiLL 0.30 PLAY RM 17 3'-0" 4'-6" 6-10 1/2" 1 E I P 13.50 1 VER FiT iN EX R.O. 0.30 18 3'-01, 4'-6" 6-10 1/2" 1 E I C 13.50 1 VER FiT iN EX R.O. HEAD HGT 0.30 ROOF - RIDGE 23 3'-011 6'-011 -- FIXED 18.00 CRYSTALLITE OR EQ; CURB MTD SKYLIGHT 0.50 24 3'-0" 6'-0" -- FIXED 18.00 CRYSTALLITE OR EQ; CURB MTD SKYLIGHT 0.50 25 3'-0" 6'-0" -- FIXED 18.00 CRYSTALLITE OR EQ; CURB MTD SKYLIGHT 0.50 TOTAL EXTERIOR WiNDOW AREA: 649.95 NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER MANUFACTURER: ANDERSON OR SELECTED SERIES: 100 SERIES, EXT: BLACK, iNT: WHITE 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. IV IUI � IUIILJI A C u �I�JII�JII�JI KEY A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE S.H. = SINGLE HUNG H = HOPPER E F LU p U o Z Q op LJJ 3: M J Q < 0 U) L L1 Q p U Z J p = Li ] RESUB Jul 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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: 4/11/2023 REV 1: 4/21 /2023 REV 2: 6/6/2023 REV 3: 7/3/2023 PERMIT SET WINDOW AND DOOR SCHEDULES Al .6 NORTH ELEVATION SCALE:1/4" = 1'-0" HEIGHT LiMiT=157.5' EX ROOF EL = 22'-1 5/8"+/- (T.O. EX ROOF) (EL = 151.5'+/- ,LEX MAiN FLR PLATE EL=16'-71/8"+/- (T.O. EX PLATE) (EL=146'+/- EX PLAYRM EL = 12'-11/2"+/- (T.O. EX SUI3FLR) (EL=141.5'+/- EX MAiN FLOOR EL = 6-91/2"+/- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- AVE GRADE=132.5' EAST ELEVATION SCALE:1/4" = 1'-O" EX LOWER FLOOR EL = 0'-0" (T.O. EX SLAB) (EL=129.4'+/- HEIGHT LiMiT=157.5' (EL=129.4'+/- NOTES: 1. CONTRACTOR TO BE RESPONSIBLE TO COORDINATE VERIFICATION OF ALL EXISTING AND PROPOSED ELEVATIONS. VERIFICATION TO DE PERFORMED DY LICENSED SURVEYOR DURING CONSTRUCTION. 2. TOP OF FOUNDATION, TOP OF SLAB/SUBFLOOR, TOP PLATE, AND RIDGE ELEVATIONS SHOULD DE VERIFIED DURING CONSTRUCTION. 4. CONSULT ARCHITECT IMMEDIATELY WiTH QUESTIONS PRIOR TO OR DURING CONSTRUCTION. 5. REFER TO STRUCTURAL ENGINEERING FOR ALL REQUIRED SHEAR WALLS. W o U o Z Q op W 3: 0 J Q O U) W Q o ry U Z J c) 0 = W RESUB Jul 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9716 REGISTERED ;ARCHITECT /Z� HEIDI MICHELLE HELGESON I STATE OF WASHINGTON rm 0- "1 %",1 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: 4/11/2023 REV 1: 4/21 /2023 REV 2: 6/6/2023 REV 3: 7/3/2023 PERMIT SET EXTERIOR ELEVATIONS A2.0 WEST ELEVATION SCALE:1/4" = 1'-0" SOUTH ELEVATION SCALE:1/4" = 1'-0" HEIGHT LiMiT=157.5' I =V vnn= =1 - 001 1 -/all. / `I .1/. L/\ \V/ (EL=129.4'+/- HEIGHT LiMiT=157.5' I =v onn= =I 001 1 F/all . / __EX_GRApE EX LOWER FLOOR EL = 0'-0" (T.O. EX SLAB) (EL=129.4'+/- NOTES: 1. CONTRACTOR TO BE RESPONSIBLE TO COORDINATE VERIFICATION OF ALL EXISTING AND PROPOSED ELEVATIONS. VERIFICATION TO BE PERFORMED BY LICENSED SURVEYOR DURING CONSTRUCTION. 2. TOP OF FOUNDATION, TOP OF SLAB/SUBFLOOR, TOP PLATE, AND RIDGE ELEVATIONS SHOULD BE VERIFIED DURING CONSTRUCTION. 4. CONSULT ARCHITECT IMMEDIATELY WiTH QUESTIONS PRIOR TO OR DURING CONSTRUCTION. 5. REFER TO STRUCTURAL ENGINEERING FOR ALL REQUIRED SHEAR WALLS. W o U o Z Q 00 W 3: 0 J Q 3� O U) W Q o ry U Z J c) 0 = W RESUB Jul 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT s71s REGISTERED ;ARCHITECT /Z� 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: 4/11/2023 REV 1: 4/21 /2023 REV 2: 6/6/2023 REV 3: 7/3/2023 PERMIT SET EXTERIOR ELEVATIONS A2.1 In EX GRAPE BUILDING SECTION SCALE:1/4" = 1'-0" BUILDING SECTION SCALE:1/4" = 1'-0" 1 A4.0 BUILDING SECTION SCALE:1/4" = 10'' rD BUILDING SECTION SCALE:1/4" = 1'-0" W o U o Z Q op W 3: 0 J Q O U) W Q o ry U Z J c) 0 = W RESUB Jul 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9716 REGISTERED ;ARCHITECT /Z� HEIDI MICHELLE HELGESON I STATE OF WASHINGTON rm 0- "1 N ",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: 4/11/2023 REV 1: 4/21 /2023 REV 2: 6/6/2023 REV 3: 7/3/2023 PERMIT SET BUILDING SECTIONS A3.0 TYP EX. ROOF ASSEMBLY -EXISTING ROOFiNG MATERiAL, PATCH AND REPAiR AS REQ'D AT ALTERATION -EXISTING WEATHER RESISTANT BARRIER OR NEW AT AREA OF ALTERATION -EXISTING FRAMING, REFER TO STRUCTURAL AT AREA OF ALTERATION -BAFFLE FOR MiN 1" AiR SPACE -MiN R49 GATT INSULATION (RIGID INSULATION Cad AREAS AS REQUIRED) -5/8" GWB -PVA PRIMER AND PAINT TYP EX. MAIN FLOOR ASSEMBLY -FiNiSH FLOOR PER PLAN -EXISTING SHEATHING OR PER STRUCTURAL -EXISTING FRAMING OR PER STRUCTURAL -SOUND INSULATION -5/8" GWB TYP EX. WALL ASSEMBLY -INSTALL NEW SiDiNG PER ELEVATIONS -RAiNSCREEN: 3/4" VENTED AIRSPACE W/ 1X VERTICAL FURRING STRIPS 916" O.C. -OPT: 1" RiGiD INSULATION -WEATHER RESISTANT BARRIER -EXISTING SHEATHING OR PER STRUCTURAL -EXISTING FRAMING OR PER STRUCTURAL -EXISTING INSULATION OR FiLL EXPOSED 2X4 BAYS WiTH R-15 H.D. GATT INSULATION AND EXPOSED 2X6 BAYS WiTH R-21 GATT INSULATION -EXISTING FiNiSH WALL OR 1/2" GWB -PVA PRIMER AND PAINT TYP DECK ASSEMBLY -DECKING W/ MiN 1/8" GAPS -FRAMING PER STRUCTURAL p -OPTIONAL: OFF THE SHELF DRAINAGE SYSTEM erj BY OTHERS FURR BEAM PER DETAIL, REFER TO STRUCTURAL TYP EX. FURRED EXT WALL ASSEMBLY -INSTALL NEW SiDiNG PER ELEVATION -RAiNSCREEN: 3/4" VENTED AIRSPACE W/ 1X_ VERTICAL FURRING STRIPS 916" O.C. -OPT: 1" RiGiD INSULATION -WEATHER RESISTANT BARRIER -EXISTING SHEATHING OR PER STRUCTURAL -EXISTING FRAMING OR PER STRUCTURAL -EXISTING INSULATION OR FiLL EXPOSED 2X4 BAYS WiTH R-15 H.D. GATT INSULATION AND EXPOSED 2X6 BAYS WiTH R-21 GATT INSULATION; EXISTING FURRED WALLS TO REMAIN OR REPLACE WiTH 2X4 FURRED WALL W/ 2X4 PT PLATE AND R-21 RiGiD INSULATION -EXISTING FiNiSH WALL OR 1/2" GWB -PVA PRIMER AND PAINT REPLACE EXISTING CONCRETE PATIO, REFER TO STRUCTURAL EXISTING CONCRETE FOUNDATION AND FOOTING TO REMAIN OR PER STRUCTURAL EXISTING FOOTING DRAIN TO REMAIN, VERIFY EXISTING CONCRETE SLAB W/ FiNiSH FLOOR OVER, TYP WALL SECTION SCALE: 1/2" = 1'-0'' o/ ©w OU 2101 SLOPE 12 41/2+/- F EX EX OR NEW MTL DRiP EDGE, TYP REMOVE DROPPED FLAT SOFFIT, REPLACE W/ NEW T&G SOFFIT ALIGN W/ RAFTER TAILS 2" CONTINUOUS FLUSH VENT INSTALL W/ NON -CORROSIVE WiFE INSECT SCREEN EX15TiNG GUTTER AND DOWNSPOUT, REPLACE A5 NECE55ARY R-21 GATT INSULATION 9 RiM, TYP FLASHING, RUN UP WALL MiN 6" W o U o Z Q op W 3: M J Q O U) W Q p ry U Z O J p = W RESUB Jul 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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: 4/11/2023 REV 1: 4/21 /2023 REV 2: 6/6/2023 REV 3: 7/3/2023 PERMIT SET WALL SECTIONS A4.0 iNTER10R EXTERIOR iNTERiOR EXTERIOR R-10 FOAM Ca) HEADER TYP TYP EXTERIOR R-10 FOAM 9 TYP EXTERIOR WALL ASSEMBLY WALL ASSEMBLY HEADER TYP__ YP HEADER PER STRUCTURAL 1/2" GWB SELF-ADHESIVE WATERPROOF FOLD TI WEATHER RESISTIVE BARRIER OR EXIST SELF-ADHESIVE WATERPROOF MEMBRANE INSTALL PER DETAIL AND TEMPORARILY MEMBRANE INSTALL PER 7/A5.0 WD TRiM 8/A5.0 WEATHER RESISTIVE SECURE EXTERIOR SHEATHING 1/2" GWB PER TYP DETAIL �� MTL FLASHING OVER WD TRiM BARRIER MTL FLASHING OVER WD TRIM FOLD UP WEATHER-RESi5TiVE WD TRIM PER HEADER PER STRUCTURAL PREPRiMED CEDAR TRIM / ' / BARRIER & TEMPORARILY 02 SECURE TYP DETAIL PER TYP DETAIL EXTERIOR SHEATHING WINDOW LINER WD TRiM PER TYP DETAIL DOOR JAMB PRE -HUNG DOOR PER SCHEDULE TAPE WEATHER RESISTIVE - SILL PLATE WiNDOW PER WINDOW WEATHER- STRiPPiNG BARRIER SC EDULE 0 H TYP TYP WINDOW HEAD TYP EXTERIOR DOOR HEAD 4 TYP EXTERIOR WALL ASSEMBLY TYP EXTERIOR WALL ASSEMBLY WD TRiM PER TYP SELF-ADHESIVE WATERPROOF DETAIL MEMBRANE INSTALL PER DETAIL 8/A5 0 G1 5 WEATHER -RESISTIVE ,X WRAP INTO OPENING I SiLL TAPE (WATERPROOF, \ AIRTIGHT TAPE) / WATERPROOF ,, AiRTiGHT TAPE WATERPROOF � ,I AIRTIGHT TAPE @ 5 WD TRiM PER TYP DETAIL WATERPROOF WEATHERSTRiPPiNG TYP SELF-ADHESIVE WATERPROOF AIRTIGHT TAPE LEDGER FLASHING FOR SEALING MEMBRANE INSTALL PER 7/A5.0 AROUND DOORS / 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 WiTH THE ROUGH OPENING STRUCTURE PER MFR'S INSTRUCTIONS. / SEAL TOP OF JOISTS DOOR JAMB 2. CUT THE WRB AT 45 DEGREE ANGLE TO A POINT WD TRiM PER TYP DETAIL 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 THE ROUGH OPENING OVER THE TOP OF FLANGE. / 1/2 GWB 3. FOLD UP WRB FLAP AT HEAD AND TEMPORARILY 8. FLANGE TAPE: USE FLANGE TAPE TO SEAL TYP WINDOW JAMB TYP EXTERIOR DOOR JAMB SECURE WiTH MASKING TAPE 50 THAT iT CAN BE BOTTOM FLANGE TO THE WRB. PRESS FIRMLY TO AFFIX. INSTALLED OVER THE HEADER FLANGE OF THE DOOR FLASHING 9. TAPE THE SiDE FLANGES TO THE WRB. WINDOW LATER. 10. TAPE THE WRB TO THE TOP FLANGE 1. CUT THE WRB FLUSH AT THE DOOR R.O. / 4. FOLD BACK THE OTHER TWO EDGES OF THE WRB 11. 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/ INTO THE ROUGH OPENING AND SECURE BY THE WINDOW HEAD. 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 ,< SiLL/PREVENT WATER INTRUSION, ADD A BACK DAM * 3. FOLD UP WRB FLAP AT HEAD AND TEMPORARILY SECURE (2) BEADS OF BUTYL CAULK OR SLOPE SiLL AT THE BOTTOM OF THE R.O. NOTE: MAKE SURE TAPING i5 DONE FROM BOTTOM 3. MASKING TAPE 50 THAT iT CAN BE INSTALLED OVER FINISH FLOOR o ALONG SILL, 1" iN51PE FRONT AND TO TOP 50 THAT ALL TAPE JOINTS ARE PROPERLY 6. INSTALL WP AIRTIGHT TAPE ON THE JAMB AND N REAR EDGES, EXTEND CAULK 3" SHiPLAPPED. THE HEADER FLANGE OF THE WINDOW LATER. INTO THE FULL INTERIOR DEPTH OF THE ROUGH TYP FLOOR X UP 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 SIDE A MIN OF 4". ACCURATELY PRESS ROUGH OPENING AND SECURE WITH AIRTIGHT TAPE. ADD A 7. INSTALL WP AIRTIGHT TAPE TO THE HEAD SELF ADHESIVE FLEXIBLE FLASHING, INTO CORNERS. OVERLAP THE VERTICAL FACE OF BACK DAM OR SLOPE SILL AT THE BOTTOM OF THE R.O. 8. TAPE THE DIAGONAL CUTS iN THE WRB ABOVE SELF-ADHESIVE WATERPROOF 5L� EXTEND BELOW SLAB, MINIMIZE THE WRB APPROXIMATELY MiN V. TRiM AND THE DOOR HEAD. MEMBRANE, INSTALL PER 7/A5.0 ENETRATiONS FOR REBAR PRE55/5TRECH AROUND BOTH CORNERS. 5. INSTALL WATERPROOF AIRTIGHT TAPE ON SiLL AND INTO 41 FULL DEPTH OF ROUGH OPENING, EXTENDING iT UP EACH *NOTE: MAKE SURE TAPING 15 DONE FROM BOTTOM TYP EXTERIOR a ° '6 °4 CAULK SiDE A MiN OF 6". ACCURATELY PRESS INTO CORNERS. TO TOP 50 THAT ALL TAPE JOINTS ARE PROPERLY M ° ° v6I° OVERLAP THE VERTICAL FACE OF THE WRB APPROXIMATELY SHiPLAPPED. WALL ASSEMBLY SUB SiLL OR SHi TO BE PRESSURE ° 2X CEDAR TRIM MiN 3". TRiM AND PRE55/5TRECH AROUND BOTH CORNERS. a INTERIOR EXTERIOR CONCRETE SLAB TREATED TYP WINDOW SILL TYP DOOR THRESHOLD TYP WINDOW FLASHING DTL R TYP DOOR FLASHING DTL @ EXTERIOR 3 / % 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 9 ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP R-10 FOAM 9 HEADER TYP EXTERIOR WALL TYP ASSEMBLY HEADER PER SELF-ADHESIVE 5/4x4 PRE -PRIMED 5/4x4 PRE -PRIMED GWB, UNO STRUCTURAL WATERPROOF EXT RATED TRiM; EXT RATED TRiM; MEMBRANE INSTALL MITER CORNER 1x4 WD TRIM W/ MITER CORNER 1x4 WD TRIM W/ WD TRiM PER TYP TiLE OVER PER 7/A5.0 MITERED CORNERS MITERED CORNERS DETAIL 15/A5.0 DOOR PER SCHEDULE WATERPROOFED MTL FLASHING OVER BACKER BRD. WD TRiM WINDOW PER WINDOW It LINE OF WRAP TILE @ WD TRIM PER TYP SCHEDULE JAMB, TYP DOOR LiNE OF DOOR DOOR FRAME DOOR JAMB WINDOW HEAD DETAIL 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 DOOR PER DOOR DOOR PER SCHEDULE GWB,DETAIA5.0 UNO SCHEDULE PROUD OF FACE OF SiDE 5/4x- WOOD SiLL, SCHEDULE SCHEDULE TRiM TYP PAINTED *YP WNDW HEAD SHOWER TYP EXT. WN DW TRIM TYP I NT. WNDW �TRIM TYP EXT. DO�OR�TRIM*_TYP I NT. DOOR TRI M TYP I NT DOOR HEAD TYP I NT DOOR JAM 6 _T 1" 14 1" =1'-0" 1"=1'-0" 16 = TYP EXTERIOR WALL A55EMBLY WD TRiM PER TYP CL DETAIL DOOR, WHERE OCCURS DOOR, WHERE OCCURS TYP ROOF A55EM13LY 0 FiNiSH WOOD FLOORING FiNiSH WOOD FLOORING FiNiSH VAULTED CEILING CLG OR BEAM PER SELF-ADHESIVE SCHLUTER TRANSITION SCHLUTER SCHiENE SOFFIT STRUCTURAL WATERPROOF MEMBRANE TYP WALL ASSEMBLY TRANSITION STRIP, OR BUILT-UP INSTALL PER 7/A5.0 1/2"x4 WOOD BASE, ALUMINUM 1x WD TRiM OR FAUX PAINTED CARPET TiLE FLOORING GWB 9 BEAM BEAM SiZE � BEAM PER SEALANT WRAP, PAINT SUBFLOOR SUBFLOOR VARIES PER STRUCTURAL � STRIP, ALUMINUM GRADE; CONFiR LOCATION WRAP TILE 9 WINDOW JAMB STRIP, FLOORING SELECTION W/ TiLE OVER WATERPROOFED OWNER 1x8 WD TRIM BACKER BOARD 1/2" REVEAL, TYP TYP WNDW JAMB @ SHOWER TYP WD BASE DTL TYP WD TO CRPT TRANSITION *T1 FRAMED WALL TiLE OVER WATERPROOFED BACKER TYP ASSEMBLY: -TILE TILE TEMPERED GLASS TEMPERED CLEAR TiLE, THiNSET OVER FULLY BOARD -THIN SET SHOWER PANEL GLASS SHOWER WATERPROOFED BACKER WRAP TiLE Cad SiLL, SLOPE TO DRAIN -CEMENT BACK BPANEL SLOPEOARD LOW PROFILE ALUMINUM OR BED OF SEALAN SHWR LOW PROFILE ALUMINUM BOARD �- -WATERPROOF MEMBRANE BUILT-UP CURB 31/2" 5.5. U-CHANNEL OR S.S. U-CHANNEL -FRAMED WALL SEALANT FLOOR TiLE OVER TILE SLOP 2x_ WD SiLL W/ SLOPE & SUBSTRATE AND BED OF SEALANT GWB DRiP RECESSED SHELF SUBFLOOR N SHOWER P.T. BENCH FRAME SLOPE SiLL TO DRAT WATERPROOFING MUD SET SELF-ADHESIVE WATERPROOF SiLL MATERIAL PER TYP FLOOR TiLE OVER MUD SET OVER CEMENT MEMBRANE INSTALL PER 7/A5.0 FiNiSH SCHEDULE v4 ASSEMBLY PAN, SLOPE TO DRAIN, BACKER BOAR TiLE SHOWER PAN--� TYP EXTERIOR WALL ASSEMBLY TYP BLOCKING FRAMED WALL NOTE: CONTRACTOR TO FULLY WATERPROOF ALL AREAS OF FRAMED WALL *FULLY WATERPROOF SHOWER FLOOR AND CURB TYP SHOWER INCLUDING BUT NOT LiMiTED TO NICHE, WALLS, *FULLY WATERPROOF SHOWER WALL5 TYP SHOWER PAN, AND CURB TYP WND W SILL @ SHOWER ^ TYP RECESSE�D$H ELF DTL TYP U-CHANNEL DTL CURB TYP U-CHANNEL WALL TYP BENCH DTL -SECTION =1'-0" 25 1=1'-0" PLAN ViEW 26 1-1/2" =1'-O" G INSTALLED WINDOW -------------- w p U o z Q co w 3: 0 J Q w Q 0 U z J c) 0 = w RESUB Jul 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9716 REGISTERED ARCHITECT //,I• 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: 4/11/2023 REV 1: 4/21 /2023 REV 2: 6/6/2023 REV 3: 7/3/2023 PERMIT SET TYP. DETAILS A5.0 General Structural Notes The Following Apply Unless Noted Otherwise on the Drawings Criteria Concrete Wood Wood (Continued) 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE 1. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH 1. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN B. NEW WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. DRAWINGS, SPECIFICATIONS, AND THE 2015 INTERNATIONAL BUILDING CODE. IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO.17. ALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE 2. DESIGN LOAD CRITERIA ATTAIN A 28-DAY STRENGTH OF f'c=3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 FURNISH TO THE FOLLOWING MINIMUM STANDARDS: PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2 BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER OF 5" OR LESS. (STRUCTURAL DESIGN OF FOUNDATION IS BASED ON A f'c=2,500 PSI, PER IBC AND BEAMS: MINIMUM BASE VALUE, Fb=850 PSI ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL FLOOR LIVE LOAD (RESIDENTIAL DECKS) 60 PSF 1705.3.2.3, SPECIAL INSPECTION IS NOT REQUIRED.) BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID SNOW Pf=25 PSF 2. THE MINIMUM AMOUNTS OF CEMENT MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. WIND Iw=1.0, GCpi=0.18, 97 MPH IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR MINIMUM BASE VALUE, Fb=900 PSI ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL (ULTIMATE), EXPOSURE "B", APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD KZT=1.00 INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND . BEAMS: (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" EARTHQUAKE ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND MINIMUM BASE VALUE, Fb-1350 PSI O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4" O.C. EACH ANALYSIS PROCEDURE: EQUIVALENT LATERAL SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.6. THE USE OF A SIDE JOINT. FORCE PROCEDURE PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE POSTS: (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF MINIMUM BASE VALUEFc-1350 PSI , FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON -CENTER, OR ATTACHED TO BASE SHEAR (ALLOWABLE) V=15.9 KIPS RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY TO THE (6X AND LARGER) DOUGLAS FIR -LARCH 1 CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0" ON -CENTER EMBEDDED SITE CRITERIA SITE CLASS=D, Ss=1.289, Sds=1.03, CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR E, F MINIMUM BASE VALUE, Fc-1000 PSI MINIMUM 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS 51=0.45, SDI=0.55, Cs=0.113 SPECIFIED PERFORMANCE. SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON -CENTER. UNLESS SDC D, 1e=1.0, R=6.5 3. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE STUDS, PLATES & MISC. FRAMING: DOUGLAS-FIR-LARCH OR HEM -FIR NO. 2 OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SEE PLANS FOR ADDITIONAL LOADING CRITERIA AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND 2. MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8" C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL) APA RATED SHEATHING 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS WITH TABLE ACI 318 TABLE 4.2.1 MODERATE EXPOSURE. STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES 60, f =60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL y AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR-1387 EDGES) AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" PRIOR TO CONSTRUCTION. BE GRADE 40, fy=40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SPIRAL USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE ON -CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy=60,000 REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE C. NEW FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN PSI. MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. LONGITUDINAL REINFORCEMENT IN DUCTILE FRAME MEMBERS AND IN WALL BOUNDARY PSL (2.OE) Fb=2900 PSI, E=2000 KSI, Fv=290 PSI OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL MEMBERS SHALL COMPLY WITH ASTM A706. ASTM A615 GRADES 40 AND 60 REINFORCEMENT LVL (1.9E) Fb=2600 PSI ,E=1900 KSI, Fv=285 PSI AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE ARE ALLOWED IN THESE MEMBERS IF (A) THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS LSL (1.55E) Fb=2325 PSI ,E=1550 KSI, Fv=310 PSI TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN WITH THE PLANS. DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI (RETESTS DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAEUSER ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3,000 PSI) AND (B) THE RATIO CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND ROWS 16d @ 12" ON -CENTER. TECHNIQUES, SEQUENCES OR PROCEDURES, REQUIRED TO PERFORM THE CONTRACTORS OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL TENSILE YIELD STRENGTH IS NOT APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL LESS THAN 1.25. OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE 6. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL REINFORCEMENTS IN ACCORDANCE HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. AS SHOWN ON PLANS AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS. PROVIDE THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR WITH "THE REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE." PROVIDE CORNER MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G ENTITIES OR PERSONS AT THE PROJECT SITE. FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 3. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL 11, EXTERIOR SUPPORTS WITH 16d @ 12" ON -CENTER UNLESS OTHERWISE NOTED. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. GLUE IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF EQUIVALENT 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE 7. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS FOOTINGS AND OTHER UNFORMED SURFACES CAST A. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND AGAINST AND PERMANENTLY EXPOSEDTO EARTH 3" B. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. FORMED SURFACES EXPOSED TO EARTH C. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. OR WEATHER (#5 BARS OR SMALLER) 1-1/2" D. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. SLABS AND WALLS (INT. FACE) GREATER OF BAR DIAMETER 4. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING Quality Assurance PLUS 1/8" OR 3/4" PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 8. CONCRETE WALL REINFORCING - PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 5. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD. PRESSURE TREATED 1. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT 8" WALLS #4 @ 12 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO A RETENTION OF 0.25 PCF. WOOD IN SPECIFICATIONS AND SECTIONS 110 AND 1704 OF THE INTERNATIONAL BUILDING CODE BY A 9. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL 0.40 PCF. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO A RETENTION BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH OF 0.60 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, TO WEATHER. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ-A, INSPECTION IS REQUIRED OF THE FOLLOWING TYPES OF CONSTRUCTION: FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE CBA-A, CA-B, OR SBX TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER SURFACES, BOTH CAST -IN -PLACE AND PRECAST. HOT -GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECT EPDXY GROUTED INSTALLATIONS PER MANUFACTURER CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 2. UNLESS OTHERWISE NOTED, THE FOLLOWING ELEMENTS COMPRISE THE 6. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SEISMIC -FORCE -RESISTING SYSTEM AND ARE SUBJECT TO SPECIAL INSPECTION FOR SEISMIC SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2015. EQUIVALENT RESISTANCE IN ACCORDANCE WITH SECTION 1705.12 OF THE INTERNATIONAL BUILDING DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES CODE. Ar�CI I,, e APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF IOra FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN A. STRUCTURAL WOOD SHEAR WALL SYSTEMS REQUIRE PERIODIC INSPECTION FOR NAILING, ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC 1. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. FORCE RESISTING SYSTEM INCLUDING DRAG STRUTS, BRACES AND HOEDOWNS. STRONG -BOLT 2 ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" SERIES JOIST HANGERS. ALL INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST Geotechnical MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED HANGERS.WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR 2. FOR ALL EXPANSION BOLT INSTALLATION. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE BOLTS IN EACH MEMBER. 1. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE DRAWINGS SHALL BE INSTALLED USING "SET-3G" HIGH STRENGTH EPDXY AS MANUFACTURED ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES CONNECTED. APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, REPORT NO. ESR-4057. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE 7. WOOD FASTENERS NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. ASTM A-36 UNLESS OTHERWISE NOTED. A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT SIZE LENGTH DIAMETER FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW 8d 2-1/2" 0.131" COLUMNS OR WALLS ABOVE. 10d 3" 0.148" 16d BOX 3-1/2" 0.135" BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW ALLOWABLE SOIL PRESSURE 2000 PSF AND APPROVAL. LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 55 PCF/35 PCF NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN COEFICIENT OF FRICTION FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. (FACTOR OF SAFETY OF 1.5 INCLUDED) 0.3 B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2005 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" Renovation AND SMALLER LAG SCREWS. 8. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE 1. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING PLANS: ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS A. ALL NEW WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1. CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND TO 40 PSF. ARCHITECTURAL DRAWINGS. 2. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. bulEr ENGINEERING ILLC 4303 Stone Way N Seattle, WA 98103 206.258.6333 RESUB Jul 03 2023 CITY OF E MONDS DEVELOPMENT SERVICES U o fV O 00 0 ^ Imo v I r U 0 0 0-) W no I No. Date Issue I 03/31/23 Permit Sheet Contents General Structural Notes Sheet No. S1,1 2'-6"x 2'-6" x 8" FTG w/ (3) #4 EACH WAY TYP. (3) LOCATIONS N �I - -------------- ----- --- F1 --�-- - 1 - I� ' II L <'____a:««<:-��-i_ __ _-__ _ LY.S illai.l J.,l.JIJ iJ �i+i.1 _- rf-l------------------------------------------------------------------------I--, 4= --f--- _ -- ---------- + rf--------------------------------------------- 4--~r___t__---------------- _------------ - L+ J L I 1 1 I I 1 1 1 1 1 1 1 1 I SLAB ON GRADE ; ; ; I I I I PER PLAN NOTE 9JL I 11 I I 1 1 1 1 I L----- I I I 1 1 1 1 1 } { 1 i _---------- L_ -1- i J— J I I ------------------- =--1 I 10/S3• 2 11/S3.2 I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 I I I 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 f�--------------fi 11 Ih 11 Ih Fr--------------4� + 1 1 1 Fr--------------44 -------------- -------------- PROVIDE EPDXY DOWEL REINFORCING #5 X 24" TO MATCH (N) REINFORCING WHERE (N) FDN. INTERSECTS (E) FDN TYP. (EMBED 3" MIN.) 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Provide Special Inspection reports to City for retrofit epoxy anchors. PLAN NOTES 1. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS (S1.1). 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS UNLESS SPECIFICALLY NOTED ON STRUCTURAL PLANS. 3. ALL NEW FOOTINGS SHALL BEAR ON FIRM, NATIVE SOIL. 4. PROVIDE DRAINAGE BEHIND ALL NEW FOUNDATION WALLS. 5. REINFORCE NEW FOOTING AND WALL CORNERS AND INTERSECTIONS PER 11/S3.1. 6. "HDUx" REFERS TO HOLDOWNS PER 9/S3.1. 7. REFER 4/S3.1 WHERE PIPES PENETRATE NEW FOUNDATION. 8. CONTRACTOR TO VERIFY TOP OF FOOTING ELEVATION w/ ARCHITECTURAL PLANS. 9. 4" CONCRETE SLAB ON GRADE REINFORCED WITH #3 @ 12" OC EACH WAY, CENTERED IN SLAB. PROVIDE A BASE OF 4" COMPACTED, CLEAN %" MINUS GRAVEL COVERED WITH 6 MIL. VAPOR BARRIER. PROVIDE JOINTS PER 7/S3.1. 10. CONTRACTOR TO COORDINATE WHERE SITE CONDITIONS REQUIRE FOOTING TO STEP. (REFER TO DETAIL 11/S3.2) I I I I I I I I I I L------ ----J M rn 11/S3.2 r -------------- LEGEND 0 (N) CONCRETE WALL ABOVE THIS LEVEL (E) CONCRETE WALL ABOVE THIS LEVEL (N) CONCRETE FOOTING (E) CONCRETE FOOTING -------- STRUCTURAL WOOD WALL or POST ABOVE THIS LEVEL (E) SPAN DIRECTION SPAN DIRECTION < > EXTENT OF SPAN JOIST or BEAM — — — (E) JOIST OR BEAM HD _ HOLDOWN Foundation Plan SCALE: %411=11-011 N bulc-r ENGINEERING LLC 4303 Stone Way N Seattle, WA 98103 206.258.6333 ?Fiji a W ,o �T 44090 �Ofy bR A L �SSIONAL E��l RE U B Jul 0 E202D3 CITY 0 D �VELOPMENT SERVICES DEP RTMENT U W No. Date Issue 03/31 /23 Permit Sheet Contents FOUNDATION PLAN Sheet No. 52.0 DTT2Z @ (5) LOCATIONS, EVENLY SPACED, ALONG DECK A PLAN NOTES I Provide steel mill tickets and WABO shop documents to City Inspector. 2x RIM w/ LUS HANGER Ir @ EACH END BCS2-2/4 POST BASE '� - - .. ., 2xRIM OIST III X 2/S4.2LU G G w o s� 0 0 z w w J 00 J m N X LU m CD CD DECK FRAMING N z �' ¢ CD 0 cmPER PLAN NOTE 12 `J `J BCS2-2/4 POST BASE O LJJ Lun, 0 Lu z fV L_LJ X mCD 6� f'V Z l¢J F- 2x RIM w/ LUS HANGER @ EACH END �Q Q DOUBLE JOISTS r F% x 7Y LSL W4(4'-011) V e W4(16'-0") 2)2 g I I �L W4 8'-0„ - ---- _ - - --0.7r A:zx9YPSLI Fr Fr - - AL '**7 � ALL (N) EXTERIOR ALL (N) HEADER w I '�or�9�%,y �Q PER PLAN NOTE 5 rIX9� PER PLAN NOTE 9 9�pGF� (TYP.U.N.O.) 9�oGF� (TYP.U.N.O.) wl � I � I (E)FLOOR FRAMING o I (TYP.U.N.0) ¢I LU wl I F (E)BEAM (E)BEAM E BEAM (E)BEAM ��-------- �� ,� ----------- . . (2)2x10 I A 1 __� W I I �D 1 ■ ■ ■ �D 1 ■ 1 � " ■ ■ " / I 1 1 0 1, 1 ■ 1 � " ■ ■ " / 1 1 ¢ I ii F� nl I " ■ ■ " 1 1 1 1■ 1 ♦ "■■" i 1 1 W I 1■ 1 1 1■1 ♦ 11 „ 11 � I 1 1 = 1■ ■ ■ 1■1 ♦ 11 „ 11 1 1 I1■ FJ......1■1 " ■ ■ " 1 1 1 ■ I' 1 �' ■ ■ " 1 5 `� I 1, 1 1 ■■ 1 4 I 1■ 111 ■ ■ I 1 4 1■ 111 ■ ■ 1 h I 1■ 111 ■ ■ 1 ;i 1■ 111 . . 1 I 1■ 111 ■ ■ I 1 1 1■ 1�1 ■ ■ 1 1 1■ 1 1 ■ ■ 1 4 1■ 1■1 ■ ■ 1 4 1■ ■ 1■1 ■ ■ 1 4 I 1■ ■ i■i i i I 1 5 I i 3 C li.... 11• ____ ______ -I I 1 11■ ■ ■ ■ 1 1 ■ ■ 1 y I ■ ■ ■ I 1 y ■■ Ia 1 ■ ■ 1 y V ■ ■ � 1 4 = 1 - ��- �� W4(31'-3") FLOOR (E)HEADERv W4(6'-0") (E)HEADER r., FRAMING PER PLAN NOTE 3 7 PROVIDE EPDXY DOWEL REINFORCING 4/53.2 #5 X 24" TO MATCH (N) REINFORCING -- WHERE (N) FDN. INTERSECTS (E) FDN TYP. (EMBED 3" MIN.) (2) LOCATIONS (REFER -- ---�-- ---� TO DETAIL 3/S3.1) 1. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS (S1.1) 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS UNLESS SPECIFICALLY NOTED ON STRUCTURAL PLANS. 3. NEW FLOOR FRAMING WHERE INDICATED TO BE 2x10 @ 16" O.C. TYP. U.N.O. 4. NEW FLOOR SHEATHING SHALL BE %" T&G PLYWOOD SHEATHING WITH 48/24 SPAN RATING. NAIL FRAMED PANEL EDGES w/ 8d COMMON (0.131" DIA. x 2 %") @ 6" O.C., FIELD @ 12" O.C. (REFER TO 9/S4.1) 5. "W#" REFERS TO SHEARWALL TYPE PER 3/S4.1 & 7/S4.1. ALL OTHER NON -DESIGNATED EXTERIOR WALLS SHALL BE SHEARWALL TYPE W6. WHERE INDICATED, "(x-x)" REFERS TO MINIMUM SHEARWALL LENGTH. COORDINATE ACTUAL LENGTH WITH ARCHITECTURAL. 6. "MSTC66/CMST" & "CS16" REFER TO HOLDOWNS PER 8/S4.2 & 3/S4.2 RESPECTIVELY. 7. PROVIDE TOP PLATE SPLICES PER 5/S4.1 8. REFER TO 1 1/S4.1 AT SHEARWALL INTERSECTIONS. 9. ALL NEW HEADERS NOT NOTED OTHERWISE ON PLAN SHALL BE (2) 2x8. (REFER TO 6/S4.1) 10. CONTRACTOR TO VERIFY THAT ALL POSTS HAVE CONTINUOUS BEARING THROUGH TO THE FOUNDATION. 11. REFER TO DETAIL 4/S4.2 FOR ALL GUARDRAIL REQUIREMENTS. 12. DECK FRAMING TO BE PT2x12 DECKJOISTS @ 12" O.C., CAN BE TAPERED TO A MINIMUM DEPTH OF 9.25". I I I I ■ ■ d IN ,off 9l,\ slq�G2� �Q F n n (E)BEAM UI ,off 9l/\ F (E)HEADER -T■ d b 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 W4(9'-6") o ■ ■ I __ ■■ Iw ■■ jj 1 1 1 1 1 I¢ o W .. .. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 I = W ■ ■ ■■ ■■ ■ ■ I I ---- ------� ++LU I I .. . . I ■■ I o ■ ■ 1 ¢ ■ ■ LU LU ��__, I w ■ ■ II ■ ■ 1 ■ ■ 1 LU • • I . . I . . I LU YAD LU W I (E)HEADER. ------- ■ ■ ■ ■ I ■I i N 11 nl I -------------- ■ ■ ■ ■ ----- ------------------ (E)BEAM LEGEND o STRUCTURAL WOOD WALL or ® POST BELOW THIS LEVEL L---------' L--------- J STRUCTURAL WOOD WALL or POST ABOVE THIS LEVEL 0 (E) STRUCTURAL WOOD WALL OR ® POST BELOW THIS LEVEL (E) SPAN DIRECTION SPAN DIRECTION EXTENT OF SPAN < > (E) CONCRETE WALL BELOW THIS LEVEL — (N) CONCRETE WALL BELOW THIS LEVEL Main Floor Framing Plan SCALE: Y411=1'-011 N bu 1c. ENGINEERING LLC 4303 Stone Way N Seattle, WA 98103 206.258.6333 RE U B Jul 2023 CITY O EDMONDS �VELOPMENT SERVICES DEP RTMENT U o fV n ) W O 00 Q •— _ O V / ru Ln U 0 0 a� W no No. Date Issue 03/31 /23 Permit JOIST or BEAM — — — (E) JOIST OR BEAM HD HOLDOWN Sheet Contents —--— STRAP PER PLAN MAIN FLOOR FRAMING ----------- BLOCK DIAPH. PLAN ----------- 2X'S LAID FLAT @ ALL PANEL EDGES. 8D @ 4"OC @ ALL PANEL EDGES & 12"OC IN Sheet No. FIELD. (REFER TO 9/S4.1) (N) CONCRETE FOOTING (E) CONCRETE FOOTING S201 NOTE: CONTRACTOR TO VERIFY (E)ROOF CONSTRUCTION IS NOT SUPPORTED ON CEILING JOISTS IN THIS AREA. I HUCQ412-SDS w I w CONTRACTOR TO VERIFY 3 2 x V LSL HEADER MIN. I HUCQ412-SDS -1 4x4 POST 'N EPC1 CN? PLAN NOTES LU 0 I 12/55.1 I ALL(N)HEADER PER PLAN NOTE 6 ALL (N) EXTERIOR WALL (TYP.U.N.O.) PER PLAN NOTE 5 (TYP.U.N.O.) (2) 2x8 W4 (74") (2) 2x8 jI-A, W4 W4 (3'-0") (2)1 % x 9Y LSL ECC CAP C 1- 5&14 PSL BEAM DEPTH AT THE WALL L HUCQ412-SDS j Ln J / HUCQ412-SDS (2)1% x 9% LSL t26 @ 16" O.C. PICAL CEILING JOIST 6x8 1. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS (S1.1) 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS UNLESS SPECIFICALLY NOTED ON STRUCTURAL PLANS. 3. NEW ROOF FRAMING SHALL BE 2x8 @ 24" O.C., U.N.O.. 4. NEW ROOF SHEATHING SHALL BE %" CDX PLYWOOD SHEATHING WITH 40/20 SPAN RATING. NAIL FRAMED PANEL EDGES w/ 8d COMMON (0.131" DIA. x 212") @ 6" O.C., FIELD @ 12" O.C. (REFER TO 9/S4.1) 5. "W#" REFERS TO SHEARWALL TYPE PER 3/S4.1 & 7/S4.1. ALL OTHER NON -DESIGNATED EXTERIOR WALLS SHALL BE SHEARWALL TYPE W6. WHERE INDICATED, "(x-x)" REFERS TO MINIMUM SHEARWALL LENGTH. COORDINATE ACTUAL LENGTH WITH ARCHITECTURAL. 6. ALL NEW HEADERS AT ROOF NOT NOTED OTHERWISE ON PLAN SHALL BE (2) 2x8. (REFER TO D ETAI L 6/S4.1) 7. PROVIDE TOP PLATE SPLICES PER 5/S4.1 8. WHERE OVERFRAMING IS INDICATED, OVERFRAME WITH 2x6 @ 24" O.C. w/ 4'-0" MAX SPAN. (REFER TO DETAIL 4/S5.1 FOR CONNECTION OF OVERFRAMING TO PRIMARY ROOF) 9. REFER TO 1 1/S4.1 AT SHEARWALL INTERSECTIONS. 10. CONTRACTOR TO EXERCISE CAUTION AND NOT CUT ANY COLLAR TIES AT ROOF. �� ALP �\Q` 2x8 @ 24" O.C. TYPICAL AT ENTRY PORCHE ^ 44 KP w/ - 7/55.1 EPCZ CAP 17111111. (2)1 4 x 14 LSL MSTC66 STRAPS 4, 4 HUCQ412-SDS FROM BEAM TO ly CEILING JOISTS o FOR SEISMIC LOAD w 10/S4.2 `-i J J CD 2x8 @ 16" O.C. CD o fV d w J CV 44 KP TO SUPPORT CAN TAPER TO 4/" DEPTH AT TOP PLATE HIP BEAMS ECC CAP (E)RIDGE BOARD HUS412 L`�7DI1 HUCQ412-SDS W4 (8'-3") CQ412-SDS LU w (2)2x8 6x8 ------------------------------ 8/S5.1 MTC6SRASF . l FOR SEISMIC LOAD 44 POST w/ E CZ AP RAFTERS, CUT BACK_ 00 R KY IGHTS 1% X 11% LSL (2)2x8 (2)2x8 A df i i +9 ♦f � it 4f i i ♦' Ig i (2)2x8 (208 ROOF RAFTS 24" O.C. 11 HUS48 TO HDR --- -- -- ---� W4 (8'-0") (E)HEADER Q qP HUCQ412-SDS �_CAN TAPER TOcD I LU DEPTH AT TOP TE rn CD J �w >< — (2)1% x 11Y8 LSL BELOW HUS412 0/0 I (E)ROOF FRA I i(TYP.U.N.O.) I I — — — — — — — W4 (10'-0") 6x8 W4 (3'-3") ---- I--- ----------------------------------------------------------------------------------------------------------------------- LEGEND CONTRACTOR TO VERIFY (2)2x8 HEADER MINIMUM W4 (9'-61 (E)ROOF FRAMIN (TYP.U.N.O.) - CONTRACTOR TO VERIFY (208 HEADER MINIMUM o STRUCTURAL WOOD WALL or ® POST BELOW THIS LEVEL 0 (E) STRUCTURAL WOOD WALL OR ® POST BELOW THIS LEVEL —o— (E) SPAN DIRECTION 8 SPAN DIRECTION �e> EXTENT OF SPAN — - - — (E) ROOFLINE ROOFLINE I Roof Framing Plan SCALE: %4"=1'-0" N bulc.r ENGINEERING LLC 4303 Stone Way N Seattle, WA 98103 206.258.6333 RE7ET U B Jul 202D3 �VELOPSERVICES DEPMENT U O fV ^, VJ rO r6 00 Q Ln vi U _0 0 0 Lu No. Date Issue 03/31 /23 Permit JOIST or BEAM — — — (E) JOIST OR BEAM HD _ HOLDOWN Sheet Contents —--— STRAP PER PLAN ROOF FRAMING PLAN G.T. GIRDERTRUSS H.T. HIPTRUSS qw OVERFRAMING Sheet No. ----------- BLOCK DIAPH. ----------- 2X'S LAID FLAT @ ALL PANEL EDGES. 8D @ 4"OC @ ALL PANEL EDGES & 12"OC IN FIELD. (REFER TO 9/S4.1) S202 i POST, PLINTH & FOOTING 10" SQ. PLINTH (4) #4 x LVERT @ 6" O.C. w/ (3; TOP 5" OF PLINI SLAB EDGE BEY( Deck or Canopy Post Footing SCALE: 3/4"=1'-0" Holdown Schedule >T PER PLAN J SERIES -)T BASE B ON GRADE 2/S3.1 FOR INFO )OTING SIZE & INFORCING PER PLAN SHEARWALL PER PLAN EDGE NAIL PER SHEARWALL SCHEDULE HOLDOWN POST PER SCHEDULE BELOW HDU HOLDOWN FRAMING CONTINUES WHERE OCCURS ANCHOR BOLTS PER SCHEDULE BELOW Plan Mark Screws Anchor Bolt O A.B. Embed Holdown Post 0 Capacity # IF N IF M HDU2-SDS2.5 (6) SDS%" x 2%" SSTB16 12 %" (2) 2x4 46 2215/3075 HDU4-SDS2.5 (10) SDS%" x 212" SB% x 24 18" 44 46 4565 HDU5-SDS2.5 (14) SDS%" x 212" SB% x 24 18" 44 46 5645 HDU8-SDS2.5 (20) SDS%" x 2 2" SB Y8 x 24 18" 44 46 6970 HDU11-SDS2.5 (30) SDS%" x 212" SB 1 x 30 24" 48 6x6 9335 (8315 AT CORNER) HDU14-SDS2.5 (36) SDS%" x 212" SB 1 x 30 24" N/A 6x6 11470 (8315 AT CORNER) 1Q MINIMUM SIZE OF POST AT END OF WALL UNLESS NOTED OTHERWISE ON FRAMING PLANS. 02 "SSTB" & "SB" REFER TO ANCHOR BOLTS BY SIMPSON STRONG -TIE. INSTALL PER MANUFACTURER, 03 AT (E) FOUNDATION, PROVIDE EPDXY GROUTTED THREADED ROD (DIA. PER MAUUFACTURER) EMBED 12" HDU Holdown Schedule SEE PLAN FOR ci AR THICKNESS Af REINFORCING (3) #4 CONT. Typical Slab Edge SCALE: 3/4"=1'-0" O PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE FOR F'c = 2500 psi, GRADE 60 REINFORCING MINIMUM STRAIGHT DEVELOPMENT LENGTH (Pd) BAR SIZE TOP BARS OTHER BARS #3 23 18 #4 31" 24" #5 40" 30" #6 47" 36" #7 68" 53" #8 78" 60" #9 88" 68" #10 99" 77" #11 110" 85" MINIMUM LAP SPLICE LENGTHS (2s) BAR SIZE TOP BARS OTHER BARS #3 31" 23" #4 41 " 31 " #5 51" 40" #6 62" 47" #7 89" 68" #8 102" 78" #9 114" 88" #10 130" 99" #11 143" 110" TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER IS NOT GREATER THAN THE DIAMETER OF THE BAR, OR THE CENTER TO CENTER SPACING IS NOT GREATER THAN 3 BAR DIAMTERS, THEN LENGTHS SHALL BE INCREASED BY 50% MINIMUM EMBEDMENT LENGTHS (2dh) FOR STANDARD END HOOKS BAR SIZE LENGTH #3 7" #4 9" #5 11" #6 13" #7 14" #8 17" #9 19" #10 21" #11 24" EMBED nni A I r 1/II R A I h I (E) MUI (E) FOU (E) FOC „,� EPDXY DOWEL REINF. #5 x 24 @ 12" O.C. 2x P.T. MUDSILL u WALL AND FOOTING REINFORCING PER DETAIL X/SX.X Epoxy Dowel Connection at (E) Foundation SCALE: 3/4"=1'-0" SEE PLAN FOR SLAB THICKNESS AND REINFORCING (typ.) CUT ALTERNATE WIRES ATJOINT CONTROL IOINT Typical Slab Joints SCALE: 3/4"=1'-0" CORNER BARS TO MATCH EXTERIOR HORIZ. REINF. PRE -MOLDED STIC JOINT STRIP. be saw cut at soption) L LnJI I'. VAPOR BARRIER AND COMPACT GRANULAR FILL PER PLAN Pipe and Trench Locations SCALE: 3/4"=1'-0" SEE PLAN FOR CI All THICKNESS AN REINFORCING PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. ':ORNER BARS TO ✓LATCH CROSS WALL iORIZ. REINF. ORNER 24 ('V WALL CORNER BARS TO MATCH HORIZ. REIf SECOND POUR FIRST POUR CONSTRUCTION IOINT LM.nvnl IVIN HUI ALLOWED BELOW THIS LINE DI ml/c I/E\/I/OLD" JOINT. 1" CLEAR H SIDE LLnJI I'. VAPOR BARRIER AND COMPACT GRANULAR FILL PER PLAN rnrmED BARS TO CROSS WALL ZEINF. )ks) RNER 24 IF VALL bulc-r ENGINEERING LLC 4303 Stone Way N Seattle, WA 98103 206.258.6333 of IF W w o� 44090 DR A L �SS10NAL RESUB Jul 03 2023 C�VELOPMENT CITY OF EDMONDS SERVICES WDEPARTMENT U o N W ro O 0, Q •— O ^1 W ro U Ln � m 0 o d) E w I No. Date Issue I 03/31/23 Permit Sheet Contents CONCRETE DETAILS 1. SIDE COVER MUST BE EQUAL TO OR GREATER THAN M" I Sheet No. 2. END COVER FOR 90° HOOKS MUST BE EQUAL TO OR GREATER THAN 2" Lap Splice and Development Schedule DOUBLE CURTAIN SINGLE CURTAIN Typical Corner Bars at Concrete Walls and Footings S361 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1 '-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" #4 x I 24 @ 18"oc (1) #4 EACH NOSE • [1Y 0 #4 @ 18" oc EA. WAY (2) #4 BOTTOM EXACT CONFIGURATION OF STAIR ' (including tread and riser dimensions) PER ARCH. DRAWINGS Typical Stair on Grade E MIS 4 POST & FOOTING Post Footing w/ (E) Slab on Grade SCALE: 3/4"=1'-0" PROVIDE FREE -DRAINING MATERIAL PLACE SLAB PRIOR TO BACKFILLING WALL SLAB ON GRADE PER PLAN 13 i 1 '/z" cl r. @ #4's & #5's 2" clr. @ #6's is I B2 Retaining Wall Schedule SCALE: 3/4"=1'-0" Retaining Wall Schedule FOOTING DRAIN PANEL EDGE NAILING BACKFILL PRIOR TObul OVERALL HOLDOWN STUDS FRAMING FLOOR c r HOEDOWN (WHERE OCCURS) A35PER SHEARWALL ENGINEERINGLLC PER PLAN WALL -THREAD SCHEDULE 4303 Stone Way N TO MATCH A.B. SIZE IN VERTICAL GRAIN BLOCKING Seattle, WA 98103 HOLDOWN SCHEDULE ; , TO MATCH HOLDOWN STUDS 206.258.6333 ')T PER PLAN SHEARWALL PER PLAN (4) 8d INTO EACH BLOCK J SERIES POST BASE NAILING PER SHEARWALL JOIST DIRECTION AND R. 8 SCHEDULE (TYP.) SHEATHING PER PLAN �� OF WASV SLAB ON GRADE 2x RIM JOIST (2) #4 CONT. TOP 1 �� 44090 ti (1 EA. SIDE OF A.B.) ��'O��URAL S�,c�� SSIONAL REINFORCING PER RETAINING WALL VFORCEMENT SCHEDULE PLAN ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER GENERAL NOTES WHERE JOISTS ARE PARALLEL, PROVIDE 2x BLOCKING @ 48" O.C. (2)16d TOENAILS THRU EACH JOIST OR BLOCK P.T. 2x6 PLATE w/ A.B. PER SHEARWALL SCHEDULE (%"O @ 48" O.C. ELSEWHERE) Exterior Framing at Overexcavation SCALE: 3/4"=1'-0" RETAINING WALL SCHEDULE w/ SLAB H (ft.) B1 is BZ tf STEM REINFORCING FOOTING REINFORCING VERT. HORIZ. TOP LONGIT. 34" 5" 8" 5" 10" #4 @ 18" O.C. #4 @ 12" O.C. (2) #4 44" 1'-0" 8" 5" 10" #4 @ 18" O.C. #4 @ 12" O.C. (2) #4 RETAINING WALL w/ Key Schedule H (ft.) Bt is Bh tf Bk STEM REINFORCING FOOTING REINFORCING VERT. HORIZ. TOP LONGIT. UP TO 5' 9" 8" 1'-6" 12" 6" #4 @ 18" O.C. #4 @ 12" O.C. #5 @ 12" O.C. (4) #5 64" 1'-3" 8" 1'-6" 12" 10" #4 @ 18" O.C. #4 @ 12" O.C. #5 @ 12" O.C. (4) #5 74" 1'J' 8" 2'-0" 12" 12" #4 @ 10" O.C. #4 @ 12" O.C. #5 @ 12" O.C. (4) #5 84" 1'-9" 8" 2'-0" 12" 14" #5 @ 12" O.C. #4 @ 12" O.C. #5 @ 12" O.C. (4) #5 RE U B Jul 0 ED202D3 CITY 0 �VELOPMENT SERVICES DEP RTMENT U W .Ln a) cl� No. Date Issue 03/31 /23 Permit Sheet Contents CONCRETE DETAILS Sheet No. S302 SCALE: 3/4"=1 '-0" SCALE: 3/4"=1 '-0" SCALE: 3/4"=1 '-0" 10000©07 SCALE: 3/4"=1'-0" ion it j n All n r CTArrrnrn 64" MIN. BETWEEN SPLICES SPLICE TO OCCUR AT OF VERT. STUD TYP. Typical Top Plate Splice 16d @ 12"O.C. STAGGERED ELSEWHERE BEAM PLR FLr11u Typical Flush Beam / Header SCALE: 3/411=1'-011 A35 (at c OMIT @ TYP. STU Typical Header Support SCALE: 3/4"=1'-0" " SCALE: 3/411=1'-011 'FISTS AND dEATHING -R PLAN S SERIES HANGER Tvn nnl IDLE TOP PLATE HEADER 1 )PENING IS LESS _.. . _ 0" PROVIDE (1) BEARING STUD U.N.O. 2x OR LSL 16d NAILIN PER SCHED DETAIL A 16d NAILING PER SCHEDULE 2x NAILER I r PLYWOOD EDGE EDGE NAILING OVER EA. STUD I I 16d NAILING PER SCHEDULE DETAIL B PLAN VIEW AT ABUTTING PANEL EDGES OFW3&W2 Shearwall Schedule SCALE: 3/4"=1'-0" LSLBLO( BTWN.I( (2)16d EA. JOIST 2x BLOCI\IIIU BTWN. STUDS SHEARWALL SCHEDULE MARK SHEATHING PANEL EDGE NAILING TOP PLATE CONNECTION BASE PLATE CONNECTION IF TJI IF 2x OR LSL 8 AT WOOD AT CONCRETE W6 '%z" CDX PLYWOOD 8d @ 6"OC 16d @ 6" OC A35 @ 24" OC 16d @ 6" OC %" 0 A.B. @ 48" OC W4 '%Z" CDX PLYWOOD 8d @ 4" OC 16d @ 4" OC A35 @ 16" OC 16d @ 4" OC %" 0 A.B. @ 32" OC W3 4) 1%2" CDX PLYWOOD 8d @ 3"OC (2) ROWS 16d @ 6" OC A35 @ 12" OC 16d @ 3" OC ® %" 0 A.B. @ 16" OC W2 ® '%Z" CDX PLYWOOD 8d @ 2"OC (2) ROWS 16d @ 4%" OC A35 @ 9" OC (2) ROWS 16d @ 02" OC 0 %" 0 A.B. @ 12" OC 1. BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d @ 12' o.c. 2. 8d NAILS SHALL BE 0.131" x 2%" (common) -16d NAILS SHALL BE 0.135"0 x 3%" (box) 3. EMBED ANCHOR BOLTS AT LEAST 7" EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x%" PLATE WASHERS. EXTEND TO WITHIN%" OF THE PLYWOOD SHEATHING. 4. 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. SEE DETAIL B. WHERE 3x STUDS ARE USED FOR W2, STAGGER NAILS AT ADJOINING PANEL EDGES. 5. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. 6. ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. 7. /6" O.S.B. MAY BE SUBSITUTED FOR'%z" CDX. 8. LTP4's MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. 9. A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. 10. STAGGER NAILS IN ROW W/%" MIN. OFFSET. 11. MINIMUM OFFSET BETWEEN ROWS/2, AND MINIMUM RIM OR JOIST 3%" WIDE. PANEL EDGE NAILING nr SHEARWALL BELOW A35 PER SHEARWALL SCHEDULE TOP PLATE CONNECT w/ 16d NAILS TJI JOISTS PER PLAN PANEL EDGE NAILING SHEATHING PANELJOINT W/ PANEL EDGE NAILING BOTTOM PLATE CONNECTION PANEL EDGE NAILING II I II II NOTE: BEARING WALL SEE SHEARWALL SCHEDULE FOR ALL NAILING AND NON -BEARING WALL CONNECTIONS, NOT OTHERWISE NOTED Typical Shearwall Construction SCALE: 3/4"=1'-0" bulEr ENGINEERING LLC 4303 Stone Way N Seattle, WA 98103 206.258.6333 of v, a sv o� 44090 rp0� UR A L Vl$ �ss10NAL (4) 8d INTO RESU B EA. BLOCK Jul 03 2023 (2)16d CITY OF EDMONDS /: jVELOPMENT SERVICES W DEPARTMENT EA. BLOCK U O ^^11 �O W 00 (1) JOIST BAY OF >ro 0') LSL BLKG. @ 48" oc > Q V) ro U Ln m 0 o d� E 2x BLOCKING w BTWN. STUDS I I SHEARWALL PER PLAN I.X � 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----------,; I I r----------, r----------7 F-- -- , I I I I I I I I -----i F--------- I I I I I I I I I I I L--�------J L - - - - - - - - - - J L - -- - - J L - -- I I I I I • I• I • • � • I I I I I I I jr----------, r------.-f--, I r--\-------t F---_ I I I I 1 1 • �• • -----i 4----------J L----------J L-----_____J • • EDGE NAILING No. date issue 2x4 FLAT BLOCKING AT ; ; ; ; ; ; / ;• PER PLAN03/31/23 3 3(:2)2 UNFRAMED PANEL EDGES / / '; ' ' �� . ;� / Permit 1 1 WHERE BLOCKED DIAPHRAGM I 1 1 �.. I / 1 ' �.. ; /�� ; ; I•' �, ; ; SHEARWALL PER IS SPECIFIED ON PLAN I ; ; ; ; ; ; ; ; ; ; I I I I FIELD NAILING PER PLAN PLAN 0 IF SHEARWALL OR �2 ' ' FRAMING PER PLAN ' ' y` ' ' ' ' OTH ER WALLS ; ; NOTE: INTERSECTING WALL ----------; ;------=�-; ; ;-.-/------, ,----------,----------j f----------1 r----------, r------�,-ti F--------y---- ' ' (see left if shearwall) Sheet Contents ' ' ' PROVIDE EDGE NAILING ---------� L----------J L----- ----J L----------J I �-� ' I �-.------1 r----------- t----------� F----------y ~- I I I I I I I I AT ALL H I PS, VALLEYS, RIDGE AND SHEARWALLS FLOOR FRAMING STAGGER PLYWOOD AS SHOWN , , , , / , I ' ' ' ' ' 1 10 PLYWOOD PANEL EDGE NAILING PER SHEARWALL SCHEDULE DETAILS BASE PLATE NAILING PER SHEARWALL SCHEDULE Sheet No. ' I / (3 16d @ 8" OC PLAN VIEW Typical Diaphragm Sheathing and Nailing Typical Shearwall Intersection S401 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" nrnnn nrR PLAN __ACH JOIST JOIST PER PLAN CEILING JOIST LUS HANGER Ceiling Joists at Beam 1/4"x3"x8"E w/ (4) 1/4" 0 x 21/: SCREWS, STAGGER[ NOTCH POST AS R (1/2" MAX.) Steel Beam to Post Connection SCALE: 3/4"=1'-0" EAM PER PLAN OST PER PLAN ORIENTATION PER PLAN Typical CS Holdown at Floor SCALE: 3/4"=1'-0" SHEARWALL PER PLAN CS HOLDOWN PER PLAN w/ (16) 8d NAILS EA. END OR STRAP PLYWOOD SHEATHING PER PLAN FULL WIDTH VERTICAL GRAIN 2x BLOCKING TO MATCH HOLDOWN STUDS REFER TO PLAN FOR LOCATIONS WHERE WALL CONTINUES P.T. 2x8 MIN. DECKJOISTS & RIMS "o THREADED P.T. ROD w/ NUTS bulc—r 4x4 MIN. POST &WASHERS @6'-0" ocMAX. ENGINEERING LLC Z 4303 Stone Way N Seattle, WA 98103 -- 206.258.6333 2%" MIN. 5" MAX. �� o WA RSNBU�� HD3B Cti� SECTION A�' �� w o� 44090 �ti} A L "oTHREADED ��`ss10NAL ROD w/ NUTS & WAS HERS P.T.4x4MIN. POST z @ 64" oc MAX. ('V T� 5" ma PLAN VIEW z 1D3B ('V SECTION B Typical Guardrail Construction SCALE: 3/4"=1'-0" SHEARWALL PER PLAN RESUB Jul 03 2023 POST, PLINTH, &FOOTING STRAP PER PLAN w/ CITY OFEDMONDS A �VELOPMENTSERVICES 2x CONT. NAILER x FLANGE WIDTH EQUAL NO. SPECIFIED . W DEPARTMENT NAILS INTO STUDS V COLUMN ABOVE WHERE OCCURS - DECKING PER ARCH. ,�� ABOVE AND BELOW � N CONT. 2x BLOCKING DECKJOISTS PER PLAN PLYWOOD SHEATHING pop 6/54.2, PER PLAN 0 3/16 BEAM PER PLAN Q ° ORIENTATION III IIII FULL WIDTH VERTICAL ^^ 11 U Ln 1/4" x 3" x 8" R PER PLAN IIII °° GRAIN 2x BLOCKING W w/ (4) 1/4" 0 x 21/2 1/8 BOLT NAILERTO BEAM IIII °o TO MATCH HOLDOWN f`n o SCREWS, STAGGERED. POST PER PLAN w/%" o W.T.S. @ 48: O.C. = — — — STUDS NOTCH POST AS REQ'D REQUIRED) °e _—_— (1/2" MAX.) (COUNTERSNKAS o w PER ARCH. 1'-6" MAX. BEAM PER PLAN I I I I REFER TO PLAN FOR I I LOCATIONS WHERE I I WALL CONTINUES Steel Beam to Post Connection SCALE: 3/4"=1'-0" BEAM PER PLA"' LUS HANGER CEILING JOIST Ceiling Joists at Beam JOIST PER PLAN LU.) I If1IVGER Typical Cantilevered Deck Detail SCALE: 3/4"=1'-0" (E) EXTERIOR WALL PER PLAN DECKING PER ARCH. DTT2ZWHERE INDICTATED DECKJOISTS PER PLAN LUS HANGER @ EA. JOIST 2x P.T. LEDGER FASTENED w/ (2)14"o x 3 %" LEDGERLOK SCREWS @ 16" O.C. (E) EXTERIOR WALL PER PLAN Deck Ledger at (E) House Typical MST/MSTC Holdown at Floor SCALE: 3/4"=1'-0" PANEL EDGE NAILING OVER ALL HOLDOWN STUDS HOLDOWN (where occurs) PER PLAN W/ ALL -THREAD TO MATCH A.B. SIZE IN HOLDOWN SCHEDULE (N) SHEATHING PER PLAN NAILING PER SHEARWALL - SCHEDULE (typ.) (E) RIM JOIST SHEATHE AND NAIL PONY WALL TO MATCH WALL ABOVE. PROVIDE DBL. STUD EA. SIDE OF ALL -THREADS (E) JOIST DIRECTION PER PLAN (E)Floor Framing at Basement with Pony Wall No. Date Issue 03/31/23 Permit Sheet Contents FLOOR FRAMING DETAILS Sheet No. S462 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" ►Aall III MTMa.l.Ll H■1 (E)RAFTER 2x4 @ 16" O.C. I VERTICALLY %" 0 x 4" SDS S( STAGGARED POST CAP PER PI POST PER PLAN (N)Roof & (E)Roof Framing Connection SCALE: 3/4"=1'-0" LUS HAN SCALE: 3/4"=1I-0" FLK FLAIN RAFTERS AND SHEATHING PER PLAN 2x6 CONT. W/ (2)16d @ EA. TF TOP CHORD Overframing Connection SCALE: 3/4"=1'-0" 8d @ 6" oc FULL DEPTH (may be dri SHEARWALL Exterior Bearing Wall At Roof SCALE: 3/4"=1'-0" 8d @ 6" oc FULL DEPTH (may be dril FASCIA PER F POST PER PL Beam & Post At Roof TRUSS PER PLAN (E)RAFTER H1 EA. RAFTER HEADER/BEAM PER PLAN RAFTER PER PLAN H1 EA. RAFTER BEAM PER PLAN POST CAP PER PLAN bulEr ENGINEERING LLC 4303 Stone Way N Seattle, WA 98103 206.258.6333 of (w a a sv off, 44090 �ti} RA L S$ s10NAL RESUB Jul 03 2023 CITY OF EDMONDS C�VELOPMENT WDEPARTMENT SERVICES U O N W � ro O 00 O Q V) ro U Ln m 0 o rn E LU No. Date Issue 03/31/23 Permit Sheet Contents ROOF FRAMING DETAILS Sheet No. S501 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0"