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APPROVED PLN_BLD2022-0335+Site_Plan+3.17.2022_12.30.02_AM+2742965GENERAL NOTES PROJECT INFORMATION HEIGHT CALCULATION ELEVATION A = +297.9' D = +305.1' C = +305.4' D = +303.1' AVERAGE GRADE = (A+B+C+D) / 4 = +302.9' ACTUAL HEIGHT = +316.6' MAXIMUM HEIGHT = +327.9' / 1 INSTALL LANDSCAPE STEPS, 7 3/4" / MAX RISER, 10" MiN TREAD TYP, 1/ \ \I \ IR � EERFY/LOCATiON W/ OWNER EX PAVED \ r -/ �N63o 'ao / I � REB D iLD \ 1 -- --- -� _\ � I W1-------- op / LU N / o D5 34 441 \ I Q of 87.2T 182Nb PIL SW L----- _ 26'-5 7/8" - ' EDMOND5, WA 98)626 00 CIOEX FRONT Y 1ZD EXiSTiNG S.T.R1 Z5'-O" / I - EX CARPORT EX WATER UPPLY 1`Q. FRONT Y TRY---- I yx� / I C�, -EX-SA iTAR 1 can i _ SEWS (VE iFY) / o o / / I EX DRIVEWAY 1 EX PLANTER �' 'h-0i I i i Cn w C3LU L-89°07-49 ----- ------�/ i 85.00 /- � / I - ss ss J�21NIID PL SW ss �s / PA M POINT / POF55 / MANHOLE COVER = +306.4' M:) M:) - - - -- - -M.) Mi) M:) SITE PLAN SCALE 1" = 20' F - 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 H - - - - - - - - �L - - - - - - - - - - I MAIN FLOOR - AS BUILT SCALE:1/8" = 1'-0" I I I II I II I II I II I II I II I I II I II I II I II I II I b I L LL JJ N 2 THESE DRAWINGS ARE THE PROPERTY OF H2D, LLC. ANY REPRODUCTIONS MUST 5E AUTHORIZED 5Y THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT. © COPYRIGHT 2022 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 (]PC), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE RESIDENTIAL ENERGY CODE AND VARIOUS CODES IMPOSED DY LOCAL AUTHORITIES. -A SEPARATE PERMIT MAY DE REQUIRED FOR PLUMPING, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLICABLE. -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. -iF ANY DISCREPANCIES iN THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT i5 TO PE NOTIFIED IMMEDIATELY. -ALL CHANGES MADE BY THE CONTRACTOR SHALL BE SUBMITTED iN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRiOR TO CONSTRUCTION. -THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT PE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR OMISSIONS OR PERFORMANCE OF THE CONTRACTOR. -CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, iTS COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO PE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION iN ACCORDANCE WiTH INSTRUCTIONS PREPARED DY THE SUPPLER. -ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUIREMENTS AS DEFINED BY THE EPA AND THE STATE OF WASHiNGTON. -ALL WASTE AND REFUSE CAUSED IN CONNECTION WiTH THE WORK SHALL DE REMOVED FROM THE PREMISES AND DISPOSED OF DY THE CONTRACTOR. THE PREMISES SHALL PE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER. -CONTRACTOR SHALL DESIGN AND INSTALL SHORING A5 REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL PE THE RESPONSIBILITY OF THE CONTRACTOR. -FOR ALL NEW CONSTRUCTION OR ADDITIONS DESIGNED WiTHiN 1'-0" OF THE HEIGHT LIMiT, THE CONTRACTOR SHALL DE RESPONSIBLE FOR COORDINATING WiTH THE SURVEYOR TO VERIFY THE ELEVATION OF THE STRUCTURE AS iT i5 BEING BUILT TO VERIFY ANY ELEVATION PISCRPANCiES THROUGHOUT CONSTRUCTION. ELEVATIONS SHOULD PE 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 DE VERIFIED DURING CONSTRUCTION. CONSULT ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION. 3. SOILS: -FOUNDATION DESIGN 15 BASED ON AN ASSUMED AVERAGE SOiL 13EARiNG OF 2,000 PSF OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL DE CAST ON UNDISTURBED FiRM NATURAL 501L OR COMPACTED SOiL OF 2,000 PSF HEARING CAPACITY AT LEAST 1'-6" BELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL PE FREE OF LOOSE SOiLS, DEBRIS, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RESPONSIBILITY IN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED DY OTHERS. 4. STAIRS: -MiNiMUM HEADROOM 6-8'; MiNiMUM TREAD 10"; MAXIMUM RISER 7 3/4" -HANDRAIL: REQUIRED AT ALL STAIRS WiTH MORE THAN 4 RISERS PER iRC 311.7.8. MINIMUM 34" AND MAXIMUM 38" ABOVE TREAD NOSING. OPEN SIDES OF STAIRS MORE THAN 30" ABOVE ADJACENT FLOOR SHALL HAVE HANDRAiL5 AND GUARDRAILS. HANDRAIL TO BE 1 1/4"-2" CRO55 SECTIONAL DIMENSION AND 1 1/2" AWAY FROM WALL. -GUARDRAIL: SHALL PE MiN 36" iN HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE BELOW. RAILINGS SHALL DE SPACED TO NOT ALLOW THE PASSAGE OF A 4-3/8" SPHERE PER iRC 312.1. -INSTALL FiRE BLOCKING AT MiP-STRINGER SPAN AND AT WALL ALIGN STRINGER. -COVER WALLS AND SOFFITS OF USABLE SPACE UNDER STAIR WiTH 5/8" TYPE "X" GYPSUM WALLBOARD. 5. LIGHTING EQUIPMENT - NOT LESS THAN 90 PERCENT OF LAMPS iN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL PE HiGH-EFFICACY LAMPS - FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY DURNiNG PILOT LIGHTS APPROVED BY PLANNING Mar 24 2022 Zone RS-10 Corner Y Flag N Setbacks: Required Actual Street (88TH) 25' W > 25' Side 10' E = 10' Street (182ND) 25' S > 25' ------------ Other Height ACTUAL SETBACKS ARE TO PROPOSED DECK. N LOWER FLOOR - AS BUILT rT SCALE:1/5" = 1'-0" PROJECT OWNER: ELiSSA AND PETER EVERETT 8721 182ND PL SW EDMONDS WA 98026 PROJECT ARCHITECT: HEiDi HELGE50N H2D ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 STRUCTURAL ENGINEER: TODD VALENTINE HARRiOTT VALENTINE ENGINEERS iNG 1932 FIRST AVENUE, SUITE 720 SEATTLE, WA 98101 206-624-4760 PROJECT DESCRIPTION: RE13UiLP DECK PROJECT ADDRESS: 8721 182ND PL SW TAX LOT NUMBER: 00567200000100 LEGAL DESCRIPTION: SEA ViEW ESTATES DLK 000 D-00 - LOT 1 LAND USE CODE COMPLIANCE STATISTICS ZONE: RS-10,000 LOT COVERAGE: LOT AREA: 14,375 5F EXISTING HOUSE FOOTPRINT: 1,886 5F EXISTING CARPORT: 555.3 SF EXISTING DECK FOOTPRINT (TO BE DEMO'D): (456 SF NEW DECK FOOTPRINT: 620 SF TOTAL LOT COVERAGE: 3061.3 SF ALLOWED LOT COVERAGE: 14,375 SF X 35% = 5,031 SF OK IMPERVIOUS EX15TING ROOF AND CARPORT: 2,956.7 5F SURFACE: EXISTING DECK (TO BE DEMO-D) (456 SF EXISTING DRIVEWAY TO REMAIN: 652 SF EXISTING PATIO/WALKWAY/ROCKERIES: 1,386 SF TOTAL EX IMPERVIOUS SURFACE: 4994.7 SF PROPOSED NEW DECK (BEYOND ROOF EAVE): 419.1 5F LANDSCAPE STAIR: 120 5F TOTAL NEW+REPLACED IMPERVIOUS SURFACE: 539.1 5F TOTAL EX15TING + NEW IMPERVIOUS SURFACE: 5533.8 SF REQ'D SETBACKS: FRONT SETBACK: 25' CORNER LOT SiDE SETBACK: 10, PARKING: 2 EXISTING PARKING SPACES TO REMAIN BUILDING HEIGHT BUILDING HEIGHT LiMiT = 25' INFORMATION: NO CHANGE PROPOSED ENERGY CREDIT INFORMATION NOT APPLICABLE Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. SHEET INDEX 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, A5-13UILT PLANS, SiTE PLAN A1.0 LOWER FLOOR DEMOLITION PLAN A1.1 MAiN FLOOR DEMOLITION PLAN A1.2 LOWER FLOOR PLAN A1.3 MAiN FLOOR PLAN A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS, WALL SECTIONS 51.0 GENERAL STRUCTURAL NOTES 52.0 FOUNDATION PLAN 52.1 MAiN FLOOR FRAMING PLAN 52.2 SECOND FLOOR FRAMING PLAN 53.0 STRUCTURAL DETAILS 54.0 STRUCTURAL DETAiL5 VICINITY MAP (NTS 0 0 m CZ o o o LD 0) LU SITE 0�_ w z `p 182ND PL 5W o��M�`Gv�E w � � Q SL SL m 184TH 5T. 5W Q 0 LU U z Lu N Q U) 05 J 4) U) a- Q LU 0 3: N z LU CN O 2i CD 0 LU LL1 LU 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/17/2022 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS, SITE PLAN RECEIVED Mar 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 01