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APPROVED PLN_BLD ENG BLD2021-0047+Architectural_Plan+2.24.2021_8.22.04_AM+2061320
GENERAL NOTES PROJECT INFORMATION N AS BUILT - MAIN FLOOR /�T SCALE: VEY' = 1'-0" TT----1 II I II I r ----- AS BUILT - LOWER FLOOR SCALE:1/8" = 1-0" THESE DRAWINGS ARE THE PROPERTY OF H2D, LLC. ANY REPRODUCTIONS MUST BE AUTHORIZED BY THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT. © COPYRIGHT 2021 SY H2D, LLC. THESE DRAWINGS ARE PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. 1. CODES/REGULATIONS: -CONSTRUCTION TO CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE (iRC), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE RESIDENTIAL ENERGY CODE AND VARIOUS CODES IMPOSED BY LOCAL AUTHORITIES. -A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLICABLE. -A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB SiTE DURING CONSTRUCTION. 2. CONTRACTOR'S RESPONSIBILITY: -PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES. -DO NOT SCALE CONTRACT DOCUMENTS. AF ANY DISCREPANCIES 1N THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO SE NOTIFIED IMMEDIATELY. -ALL CHANGES MADE BY THE CONTRACTOR SHALL BE 5UBMiTTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. -THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR OMISSIONS OR PERFORMANCE OF THE CONTRACTOR. -CONTRACTOR SHALL BE RE5PON515LE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, iTS COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL SE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WiTH INSTRUCTIONS PREPARED BY THE SUPPLER. -ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUIREMENTS AS DEFINED BY THE EPA AND THE STATE OF WASHiNGTON. -ALL WASTE AND REFUSE CAUSED iN CONNECTION WiTH THE WORK SHALL 5E REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. THE PREMISES SHALL 5E LEFT CLEAR AND CLEAN TO THE 5AT15FACTION OF THE OWNER. -CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. SOILS: -FOUNDATION DESIGN 15 BASED ON AN ASSUMED AVERAGE SOiL BEARING OF 2,000 P5F OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL BE CAST ON UNPISTUR5ED FiRM NATURAL SOiL OR COMPACTED SOiL OF 2,000 PSF SEARING CAPACITY AT LEAST 1'-6" BELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL BE FREE OF LOOSE SOILS, DEDRiS, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RESPONSISiLiTY IN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS. 4. ATTIC REQUIREMENTS: -APPLY ROOFING 1N ACCORDANCE WiTH 1RC CHAPTER 9. PROVIDE ATTiC VENTILATION AS INDICATED ON DRAWINGS AND AS 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 SE 1/300 PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATION LOCATED iN THE UPPER PORTION OF THE 512ACE TO BE VENTILATED AT LEAST 3 FEET ABOVE 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, UNOB5TRUCTED, READILY ACCESSIBLE OPENING. iRC SEC R807. ACCESS DOOR5 SHALL 5E WEATHER5TRiPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. AN ROOMS NOT PROVIDED WiTH AN OPERABLE WINDOW OF 1.5 SQ. FT. OR GREATER, A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING 5 AiR CHANGES PER HOUR SHALL 5E PROVIDED. -VENT DRYER, BATH FANS, AND RANGES/OVENS TO THE OUTSIDE. 5. VENTILATION: -VENT FANS SHALL TERMINATE AT THE EXTERIOR OF THE BUILDING PER 1RC SECTION M1502.3 AND iMC SECTION 501.3. -INSULATE ALL DUCTS OUTSIDE OF CONDITIONED SPACE PER WA STATE ENERGY CODE. -KITCHEN RANGE HOODS: RANGE HOODS CAPABLE OF EXHAUSTING MORE THAN 400 CFM REQUIRE MAKE-UP AiR PER iRC M1503.4. 6. GLAZING: -TO BE iN COMPLIANCE WiTH iRC SEC R308 AND WASHiNGTON STATE SAFETY GLASS LAW, EXCEPTIONS ARE A5 OUTLINED iN iRC SEC R308. -GLAZING iN LOCATIONS SUBJECT 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 SE APPROVED WiRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. -GLAZING WiTHiN 18" OF FLOOR AND GREATER THAN 18" iN LEAST DIMENSION SHALL COMPLY WiTH IMPACT LOADS. SEE PLANS. -ALL EXTERIOR WALL GLAZING SHALL 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 SQ. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL DE 24", MiNiMUM NET CLEAR OPENING WIDTH OF 20" AND A FINISHED SiLL HEIGHT NOT MORE THAN 441, ABOVE THE FLOOR. iRC SEC R310. 7. ENERGY: -ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO IRC REQUIREMENTS AND THE WASHINGTON STATE ENERGY CODE, LATEST EDITION. VERIFY ALL CONDITIONS BEFORE PROCEEDING WiTH WORK. -APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. -BUILDING AiR LEAKAGE TESTING, PER SEC 502.4.5,15 REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE. -EACH DWELLING UNiT 15 TO HAVE ONE PROGRAMMABLE THERM05TAT FOR REGULATION OF TEMPERATURE PER SEC 503.(5.1. -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 SE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. -MiNiMUM 75% OF PERMANENTLY INSTALLED LAMPS 1N LIGHTING FIXTURES SHALL BE HiGH EFFICACY LAMPS PER SEC 404.1. -WHERE THE PRIMARY HEATING SYSTEM 15 A FORCED-AiR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNiT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL ALLOW FO, AT A MiNiMUM, A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKENDS) AND BE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACKS PER DAY. 8. STAIRS: -MiNiMUM HEADROOM &-8'; MiNiMUM TREAD 10"; MAXIMUM RISER 7 3/4" -HANDRAIL: REQUIRED AT ALL 5TAiR5 WiTH MORE THAN 4 RISERS PER iRC 311.7.8. MINIMUM 34" AND MAXIMUM 36' ABOVE TREAD NOSING. OPEN SIDES OF STAIRS MORE THAN 30" ABOVE ADJACENT FLOOR SHALL HAVE HANDRAILS AND GUARDRAILS. HANDRAIL TO 5E 1 1/4"-2" CROSS SECTIONAL DIMENSION AND 1 1/21, AWAY FROM WALL. -GUARDRAIL: SHALL SE MiN 36" iN HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE BELOW. RAILINGS SHALL BE SPACED TO NOT ALLOW THE PASSAGE OF A 4" SPHERE PER iRC 312.1. -INSTALL FiRE 13LOCKiNG AT MiP-STRINGER SPAN AND AT WALL ALIGN STRINGER. -COVER WALLS AND SOFFITS OF U5A13LE SPACE UNDER STAIR WiTH 5/6' TYPE "X" GYPSUM WALLBOARD. 9. INSULATION: -INSULATION TO MEET THE CURRENT WASHiNGTON STATE ENERGY CODE REQ'TS FOR TABLE R402.1.1, TABLE R402.1.3 AND SECTION R402. REFER TO PRESCRIPTIVE TABLE ON SHEET 01. -EXISTING WALL AND FLOOR CAVITIES EXPOSED DURING CONSTRUCTION FOUND UNiNSULATED, OR WiTH DAMAGED INSULATION (DISCOLORED, WET, DAMAGED, OR DETERIORATED) SHALL BE FILLED WiTH R-151NSULATiON AT 2X4 FRAMING AND WiTH R-21 INSULATION AT 2X6 FRAMING. REF SEC R503.1.1-EXCEPTION 2.. -WALLS TO BE INSULATED WiTH MiNiMUM R-21 INSULATION. 5ELOW 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 BLOWN-iN AT FLAT CEILINGS AND R-38 H.D. GATT AT VAULTED AREAS UNLESS NOTED OTHERWISE. -ROOF: ALLOW FOR A MINIMUM 1" CLEAR BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING FOR VENTING UNLESS NOTED OTHERWISE. -VENTING 15 REQUIRED iN EACH JOIST SPACE. WHERE CONTINUOUS VENTING WiTH A JOIST SPACE 151NTERRUPTED BY A HEADER (FOR EXAMPLE AT A SKYLIGHT OR HiP), PROVIDE (2)1 1/2" VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUOUS THRU-VENTING INTO THE NEXT J015T SPACE UNLE55 NOTED OTHERWISE. -FLOORS: INSULATED WiTH R-30 GATT INSULATION OVER UNHEATED SPACE UNLESS NOTED OTHERWISE. -SLAB-ON-GRADE: PROVIDE EXTRUDED RiGiD CLOSED CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL BREAK BETWEEN SLAB AND FOOTING AND RUN FROM THE TOP OF THE 5LA5 TO THE BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAB AND FOOTING TOGETHER. UNLESS NOTED OTHERWISE. 10. GARAGE SEPARATION: -REQUiRES 1/2" GWB ON THE GARAGE SiDE. 5/8" TYPE'X' GWB WHERE THERE 15 LiViNG SPACE ABOVE. SUPPORTING COLUMNS, WALLS AND BEAM5 USE 1/2" 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. N DOORS SHALL SE EQUIPPED WiTH A SELF -CLOSING DEVICE PER iRC R302.5.1. 11, VAPOR BARRIERS: -AN APPROVED VAPOR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, BELOW ENCLOSED JOIST SPACES WHERE CEILING FINISHES ARE DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE INSULATION. THiS VAPOR BARRIER MAY BE A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. 12. FIRE SAFETY: -SMOKE ALARMS/DETECTORS (S.D.): SMOKE ALARMS/DETECTORS SHALL BE INSTALLED iN ALL SLEEPING ROOMS, iN THE AREA OUTSIDE THE SLEEPING ROOM AND iN OTHER LOCATIONS PER 1RC R314. POWER SOURCE AND INTERCONNECTION PER 1RC. -CARBON MONOXIDE DETECTORS (C.M.D.): SHALL HAVE AN APPROVED CARBON MONOXIDE ALARM INSTALLED OUTSIDE OF EACH SLEEPING AREA iN DWELLING UNITS AND iN EACH LEVEL iN ACCORDANCE WiTH THE MANUFACTURER'S REQUIREMENTS PER iRC315. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WiTH UL2034 AND SHALL 5E INSTALLED iN ACCORDANCE WiTH THIS CODE, NFPA 720-2012 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. -CARBON MONOXIDE DETECTION SYSTEMS PER iRC 315.2 THAT INCLUDE CARBON MONOXIDE DETECTORS AND AUDIBLE NOTIFICATION APPLIANCES, INSTALLED AND MAINTAINED iN ACCORDANCE WiTH THiS SECTION FOR CARBON MONOXIDE ALARMS AND NFPA 720-2012, SHALL SE PERMITTED. THE CARBON MONOXIDE DETECTORS SHALL 5E LISTED AS COMPLYING WiTH UL 2075. WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM 15 INSTALLED, iT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY. 13. CERTIFICATE & TESTING - A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WiTHiN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL SY THE SUiLDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL 5E COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR 055TRUCT THE V151131LiTY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LiST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED iN OR ON CEILING/ROOF WALLS, FOUNDATION (SLAB, 5ELOW-GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AiR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LiST THE VALUE COVERING THE LARGEST AREA. THE CERTRiFiCATE SHALL LiST THE TYPES OF EFFICIENCIES OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT. ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL EXCEPT ON SLOPES 33% OR GREATER. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE 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. ENGINEERING DIVISION APPROVED AS NOTED Jul, [#4Atn,,tIIu 03/02/2021 VV City Of Edmonds Building Department Work REMODEL, DECK ------------------------------------------------ Address: 8010 181 ST PL SW Owner GOODMAN ------------------- Approved Date 3/4/2021 -------------- Building Official r W. W o ALcLix ------------------------ ------------------ -------------------------------------- Permit Number BLD2021-0047 APPROVED BY ALL WORK SUBJECT PROJECT OWNER: ERiC AND JOiE GOODMAN 8010181ST PL 5W EDMONDS WA 98026 PROJECT ARCHITECT: HEIDI HELGE50N PROJECT DESIGNER: LiSA MONTALVO H21) ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 9802O 5TRUCTURAL ENGINEER: TODD VALENTINE HARRiOTT VALENTINE ENGINEERS 1932 15T AVE, SUITE 720 SEATTLE, WA 95101 206-624-4760 PROJECT DESCRIPTION: INTERIOR REMODEL AND DECK ADDITION PROJECT ADDRESS: 8010181ST PL SW TAX LOT NUMBER: 00430600000700 LEGAL DESCRIPTION: DYERS HOMES 13LK 000 D-00 - LOT 7; NE-27-04-18 LAND USE CODE COMPLIANCE STATISTICS ZONE: R 5 10 LOT COVERAGE: REFER TO SHEET 02 FOR LOT COVERAGE CALCULATIONS IMPERVIOUS REFER TO SHEET 02 FOR IMPERVIOUS SURFACE SURFACE: CALCULATIONS REQ'D 5ET13ACK5: FRONT: 25' REAR SETBACK: 20' SiPE 5ET13ACK: 10, PARKING: 2 EXISTING PARKING SPACES TO REMAIN BUILDING HEIGHT 5UiLPING HEIGHT LiMiT = 25' INFORMATION: REFER TO SHEET A2.0 AND A2.1 FOR DETAILED HEIGHT INFORMATION ENERGY CREDIT INFORMATION ENERGY CREDIT FROM WASHiNGTON STATE ENERGY CODE TABLE 406.2 ADDITIONS LESS THAN 5005F: 0.5 CREDITS 5a EFFICIENT WATER HEATING: 0.5 CREDITS ALL SHOWERHEAD AND KITCHEN SiNK FAUCETS INSTALLED iN THE HOUSE SHALL BE RATED AT 1.75GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. 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 30/3& 0.029 BELOW GRADE WALL 10/15/21 iNT + T5 0.042 SLAB R-VALUE AND DEPTH 10, 2 FT N/A SHEET INDEX 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS 02 SiTE PLAN SURV SURVEY A1.0 LOWER & MAiN FLOOR DEMOLITION PLANS AV LOWER FLOOR PLAN A1.3 ROOF PLAN, WINDOW AND DOOR SCHEDULES A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.0 SUiLPING SECTIONS A4.0 WALL SECTION AND DETAILS A4.1 TYP. DETAILS 51.0 GENERAL STRUCTURAL NOTES 52.0 FOUNDATION PLAN 52.1 MAiN FLOOR FRAMING PLAN 52.2 ROOF FRAMING PLAN 53.0 STRUCTURAL DETAILS SOUTHWEST ---------------COUNTY PARK i i 180TH PL SW 181ST PL SW SITE � w 0 182NP PL SW Z Q 182ND ST SW � O g = o rn W U z W N C)_ CO V J � 0') Q W � � z w 'T__ 00 0 O z O 5Q 0 � 0 G 9716 REGISTERED ARCHITECT 114• � GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 1 /18/2021 REV 1: 2/22/2021 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS RESUB Feb 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED OBTAIN ELECTRICAL CITY OF EDMONDS PLANS MUST BE TO FIELD PERMIT FROM BUILDING DIVISION ON JOB SITE INSPECTION FOR STATE LABOR & VICINITY MAP Mar 04 2021 CODE COMPLIANCE INDUSTRIES NTS 7 01 -(�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i i F P P ----------------0 -- 181STPLSW- ---'—/---—-—-—- — - — - —- "' I I I iSCO I 11 1 I \ I -526 EX BLOCK T F STEPS X BLOCK WALL I P5b WM -- N89°00'35"W 92.00' — — u ----- -- — ----------------- �12° PiN _ \ = I 2 / , , � ,• /� QCz i �0' o� _ EX BLOCK EX BLOCK —_—_ WALL I i o i LU + Q ' cij L / U_ w I I DEMO STAiRS X OCKERY - - - - EX ROCKER � _ - - - - 322- -?12a-- III I A �� r AVERAGE GRADE CORNER POINT ELEVATION A 323.4' B 323.8' C 329.3' D 1 328.6' AVERAGE GRADE = 326.3' MAX HEIGHT = 351.3' --————— — S —— S —— S —— S — S —— S —— S — S —— S —— S —— S U) FAA I 24'-71/4"+/- I EX15TiNG DECK SiDE/ ' ARP I JO'JREQ0 vaTE iDE Z /(A D / U pI/ W �I I wI I I I CDf I I LO C)CD f --- z 32 EX ROCKERY I I / I NEWIWOOD ' 5TAr I I ' I I I / I I I +328 6' I Q w I 0. WALL / I I I a� I � EX DRIVEWAY MODIFY NEW WALKWAY N �I / d ROCKERY AS RE I �� r111 j � Al NEW WOOD I� i JV STAIR � ' to I ' 2- _ _ B l w I 10'-O" +323.5 I ---- ------------------------ -- -- / / REQ'D 5PE YARD ----r--------J/1 15/ I I X 51 IYA I " CED 00 \ L SW- a�1 )8026 P I I O I 10 CEP /� I I NOUT UP TO NEW DECK I I DEIPPE Aif11 I I NEW PATIO ON I I GRADE I I NEN 315.6 5a ft j I GR I OVERED PATIO j l-'---NEWI AREA OF J_ U'. 6', 10".14" DEC� INSTALL TREE PROTECTION FENCE PER CiTY OF EDMONDS REQUIREMENTS I .� STOCKPILE TO BE COVERED WiTHiN 24 HOURS NEW SPL I' o (4) 6" DEC I cc ° T_ W C I o 3' Z TYP I I ;LOC ALL 61 I 5 o v o< N�� _ - XBLOC LU � _6'DECo - -WALL O----_-_- 26" MAP 0 18" EVG CEV 0 )14"" FiR ---332---_ N 89000'35" �2. ' S S S S S:As- S S S S S S S S S r S S S S S S S S S S S 182ND ST SW LAND USE CODE COMPLIANCE STATISTICS LOT COVERAGE: LOT AREA: 12,196 5F EXISTING HOUSE: 1,389.1 5F EXISTING DECK: 214.6 5F NEW DECK: 135.9 5F NEW COVERED PATIO: 313.6 5F EXISTING/ PROPOSED LOT COVERAGE: 2,053.2 SF ALLOWED LOT COVERAGE: 12,196 SF X 35% = 4,268.6 SF OK EXISTING EX15TiNG HOU5E/ROOF: 1,751.1 SF IMPERVIOUS EXISTING DECK: 123.3 SF SURFACE: EXISTING DRIVEWAY: 802.6 SF EXISTING EXTERIOR STAIRS (TO DE DEMO-ED): 75 SF EXISTING ROCKERIES/RETAINING WALLS: 304.5 5F EXISTING 5HED/ROOF: 135.1 SF EXISTING PATIO (TO DE DEMO-ED): 304.7 5F EXISTING IMPERVIOUS SURFACE: 3,496.3 SF PROP05EP EXISTING HOUSE/ROOF: 1,751.1 5F IMPERVIOUS EXISTING DECK: 123.3 SF SURFACE: NEW DECK: 64.7 SF EXISTING DRIVEWAY: 802.6 5F NEW EXTERIOR STAIRS: 83.9 SF EXISTING ROCKERIES/RETAINING WALLS: 304.5 5F EXISTING SHED/ROOF: 135.1 SF NEW WALKWAY: 25.6 5F NEW PATIO: 501.3 SF TOTAL PROPOSED IMPERVIOUS SURFACE: 3,876 SF TOTAL NEW/REPLACED IMPERVIOUS SURFACE: 667.7 SF APPROVED BY PLANNING Zone w Mar 05 2021 RS-10 Corner N Flag N Setbacks: Required Actual Front (Street) 25' N= >25' / S=42' Sides 10, , E & W = > 10' -------------- Rear ' Other 25' Height *NO CHANGE TO HEIGHT OF STRUCTURE, HEIGHT IS LESS THAN 25 FEET. 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. LU U z LU co N co � Q LU � z U co co0 O z O 5Q G 0 � c 0 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: 1 /18/2021 REV 1: 2/22/2021 PERMIT SET SITE PLAN RESUB Feb 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SITE PLAN SCALE:1" =10' N 02 EXISTING DECK ABOVE TO REMAIN DEMO STAiR PREPARE FOR NEW STAIR -- —— r T T1 r T I I I 11 I I I 11 1 1 T I I 1 I I I I I� 11 I I I II 11 — — — — — — — — — — — — I I t- — — I I — — I I N LOWER FLOOR DEMO PLAN SCALE:1/4" = 1'-0" 0 EXISTING WALLS r I DEMO WALLS NOTES: 1. VERIFY ALL ITEMS TO BE SALVAGED W/ OWNER PRIOR TO DEMOLITION Cvrcrrn I/" nC/"V rn &i. A A TA I nCA An C:'r ATO 0000 CnfJ DEMO REPL/ PARTi WALL WiNDC DEMO iNFiLL MAIN FLOOR DEMO PLAN SCALE:1/4" = 1'-0" 0 EXISTING WALLS r I DEMO WALLS VCIYIV VVIIVVVVV liIVV VV/\LL, vL-iviv vvnvvvvv, i i\L-i i vi, . - — PREP FOR PARTIAL iNFiLL, I iNFiLL I FiNiSHES NEW WINDOW I I I I I I I I I I I I I I I DEMO CONCRETE I PATIO I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — J NOTES: 1. VERIFY ALL ITEMS TO BE SALVAGED W/ OWNER PRIOR TO DEMOLITION N LU U Z LU N 0 U) 00 v) LU � 4') Q Z 00 � U) Q O z O 5Q G 7— 00 75 0 9716 REGISTERED ARCHITECT 114• � HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 1 /18/2021 REV 1: 2/22/2021 PERMIT SET LOWER & MAIN FLOOR DEMOLITION PLANS RESUB Feb 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1,0 0 LD 2 X�3 A A3.0 A3.0 LOWER FLOOR PLAN SCALE:1/4" = 1'-O" 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 L15TEP AS COMPLYING WiTH UL 2034 AND SHALL 5E INSTALLED iN ACCORDANCE WiTH iRC R3153 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS N GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) EXISTING LOWER FLOOR CONDITIONED AREA: 722.5 SF EXISTING GARAGE (UNCONDITIONED) 480.2 SF Lu U Z LU N 0 00 � Q LJJ � Z U) oo � Cn 0 Q o Z O 0 7- 05 75 0 O w O C3 9716 REGISTERED ARCHITECT 114• � HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 1 /18/2021 REV 1: 2/22/2021 PERMIT SET LOWER FLOOR PLAN RESUB Feb 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AlA 25'-1 3/44/- INSTALL NEW GUARDRAIL 9 DECK EXISTING DECK, SAND, STAIN, & SEAL EX DECKING EXISTING FIREPLACE TO REMAIN INSTALL GAS STUB 9 RANGE RANGE HOOD, VENT TO OUTSIDE; HOODS OVER 400CFM REQ'D MAKE UP AiR iNFiLL EX WINDOW; PATCH TO MATCH EX SiPING PARTIALLY iNFiLL EX WINDOW; PATCH TO MATCH EX SiDiNG ANGLE PATIO 9 SOUTHWEST CORNER MAIN FLOOR PLAN 5CALE:1/4" = 1'-0" 0 EXISTING WALLS ® NEW WALLS 0 0 m A B A3.0 A3.0 A .0 I -co 36" GUARDRAIL HT _ - +to c9t ENTRY DECK Q EXISTING n r_i rz rzinu i nni C.L. 51/2" EXISTING EXISTING J Q = o � s/ Q Q Q �z 0Q �I� c� BENCry z I X w C.L. 41-011 4'-0 C.L. �KYLiG�iT I S�KYLiGI�T —t I I I I LIVING ABA NEW HAFWOOD I �Bv J NEW BEAM PER STRUCTURAL; 1 WRAPPER DETAIL A4.0 NEW VAULTED ,EX CEILI� CEILING VAULT CEILING Ca) 15LAND LiViNG/KITCHEN T6"X4' Q I--o= w 1 F® z L--- 36"GAS ---� o� RANGE m KITCHEN NEW HARDWOOD DIN SiNK CVTL--1 it L 7 /2° /- o1 7 3/ ') cm 11" DN F— � A P DECK 6'-0" DECKING 56" GUARDRAIL HT PATIO ON GRADE 27'-0" DECK EXISTING BEDROOM EXISTING STORG EXISTING EXISTING BEDROOM EXISTING w 0 J 0 O w z ^ p S.D. �x ww= O HALL x NEW HARDWOOD EX CLOSET N w N + LINEN REF EXISTING -5" 2' II II II II II II II II II II 1 1 EXIST I I II II II II I Ii IIII IIII II II II II II II I II aIl IIII IIII II II QC� IIII 11 II_ II 11 II I IN 11 1 II I I /I IIC/LII II IIoII _ IIII II C1h POSTII II 11II II 11 111I0- 11 7- IIINJ6II II II L- D1 I I I I I 11 11 I I Dw 1I I ^ 11 11 11 I' 11 1111 I 11 11 11 11 I I 11 11 11 11 I I I I I I L _ _ _ _ _ r�__� J C/L — —1T il- I 71 lT IF POST I I= IX II=1 II II II II II II II I I ItuII I I I I I II I II �I � I II I II II II II I II II II II II II II II II II II II II II II II II II I I II I I II I I I I I 1 I I 1 I II II II II I II 6d10' II II I II II II 211211 11 II II II II II II II II II I I II I I I I I I I I I I S I�`iR I I I I I I I I I I II II II I I I I I I II I I II I I I I I I I I II II II IIII IIII E_T�ATIql I �II II II II II II II II II II II II II II II I I LD II I I N II 1 1 _ II _II II_ II _II_ II _ II I If C/L Jl_1L-IL�I-1 1L-IL�I-TT_1L-IE::!-L_1L-F///F� POST I i I II II II II II II II II II II II II II II I i I C/L S S POST POST A4.0 A3.0 (PATIO) 51'-101/2"+/- irl F-7 O S.D. BEDROOM EXISTING 80 CFM FAN, VENT TO OUTSIDE, TYP 50 CFM FAN, VENT TO OUTSIDE, TYP NEW CONCRETE PATIO NEW POSTS & BEAMS PER STRUCTURAL; WRAP PER DETAIL 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 BE INSTALLED iN ACCORDANCE WiTH iRC R3153 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS N GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) EXISTING MAiN FLOOR CONDITIONED AREA 1318.6 SF TOTAL CONDITIONED AREA (ALL FLOORS) 2041.1 SF W U Z W � N 0_^ C%) 00 v / n I..L a w � Z o oo O Z O 5Q G 0 7- 00 2 0 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.2065423734 www.h2darc h i tects.c om DATE: 1 /18/2021 REV 1: 2/22/2021 PERMIT SET MAIN FLOOR PLAN RESUB Feb 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1,2 DOOR SCHEDULE ALL GLAZED DOORS TO 13E NFRC CERTIFIED ID R.O. DIMENSIONS *SEE NOTE 1 DOOR LEAF DIMENSIONS TYPE THICK AREA (SF) NOTES U-VAL WIDTH HEIGHT W HT MAiN FLOOR 01 2'-5" 6-101/2" 21-4" 6'-8" POCKET 0-1 3/8" 1 0.00 1 VERIFY R.O. REQ'TS W/ POCKET DR MFR TOTAL EXTERIOR DOOR AREA: 0.00 MANUFACTURER: INTERIOR: SiMPSON OR EQUAL SOLID CORE 6-PANEL DOOR TO MATCH EXISTING, VERIFY SELECTION 9 POCKET DOOR NOTES: 1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS 2. SEE ELEVATIONS FOR CONFIGURATION 3. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION 4. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS 0 0 A5 SCHEP. i i-r1=>2rnw pnrxf> --r WINDOW SCHEDULE ALL WINDOWS TO 13E NFRC CERTIFIED ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER AREA (SF) NOTES U-VAL WIDTH HEIGHT MAiN FLOOR 01 6'-0" 3'-101, 6-101/2" 1 A I H.S. 23.00 1 VERIFY R.O. TO ALIGN SiLL W/ COUNTER .30 02 3'-0" 2'-6" 10'-1 1/2" 13 1 P 7.50 1 VERIFY HEAD HEIGHT .30 ROOF - RIDGE 03 1'-101/2" 3'-101/2" -- FIXED 7.2 1 VELUX FCM 2246 CURB MOUNTED SKYLIGHT .50 04 1'-101/2" 3'-101/2" -- FIXED 7.2 1 VELUX FCM 2246 CURB MOUNTED SKYLIGHT .50 45.3 TOTAL EXTERIOR WiNDOW AREA: MANUFACTURER: VERIFY MATCH EXISTING SERIES: VERIFY MATCH EXISTING 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. 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 DE SATIN ETCH. PROVIDE GLASS SAMPLE TO OWNER/ARCH FOR APPROVAL PRIOR TO ORDERING E-1 N Q A5 SCHEDULED A 1:11 C. A5 SCHEP. KEY A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE S.H. = SINGLE HUNG H = HOPPER A B A3.0 A3.0 2 X�� A A3.0 A3.0 ROOF PLAN SCALE:1/4" = 1'-O" 0 EXISTING ROOF 0 NEW ROOF "'r ^ MAiN FLOOR LOWER FLOOR N Lu U Z LIJ N 0 00 U) LJJ � 4') Q � Z oo � U) 0 O z O CQ c 7M0 W 75 9716 REGISTERED ARCHITECT 114• � HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 1 /18/2021 REV 1: 2/22/2021 PERMIT SET ROOF PLAN, WINDOW AND DOOR SCHEDULES RESUB Feb 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1,3 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HEiGHT LiMiT EL = 25'-0" (EL 351.3') EXISTING ROOF TO REMAIN 56" HiGH GUARDRAIL ASSEMBLY TYP. EXISTING CHIMNEY TO REMAIN EXISTING RIDGE = 217 3/8"+/- NEW SKYLIGHT NEW SKYLIGHT (T.O. EX RIDGE) _ EXISTING MF PLATE=16'31/4"+/- EX. — — — — — — — — — — — — — — — — — — — — — — — — — — (T.O. EX TOP PLATE) D.S. p 5 ELEV = 338.64 - EXiSTING EXISTING TE�P� r EXiS I iNG EX1 iNG 36" HiGH GUARDRAIL ASSEMBLY TYP. NE q \ EXISTING MAiN FLOOR = 8'6 3/8"+/- ` (T.O. EX SLIDFLOOR) - — — — — — — — — — — — — — — — — — — — — — — — — — \ — — — — — — — —ELEV=330.9' +/- — EXISTING LF PLATE = 76 3/8"+/- EX EXISTING EXiS UING EXISTING DECK, BEAM AND EXiSTiNG EXiSTiNG `� XiiPOSTS TO REMAIN -- --� ----�-------_- - N-9 EXISTING GRADE Z'_ij �T' F11 al. ul_ _ _ _ _ _ EXISTING LOWER FLOOR = 0'0" NEWEXTERiORSTAiR---------------------------- (T.O.EXSLAB) ELEV = 322.4' +/- NORTH ELEVATION SCALE:1/4" = 1'-0" - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HEiGHT LiMiT EL = 25'-0" (EL 3510) EXISTING CHIMNEY EXISTING RiDGE = 217 3/8"+/- (T.O. EX RIDGE) ELEV = 343.9' +/- iNFiLL @ EXISTING OPENING, NEW TRELLIS PER INSTALL SiPING TO MATCH STRUCTURAL & DETAIL EXISTING EXISTING MF PLATE=16'31/4"+/- - — — — — — — — — — — — — — — — — — — — — — — — — .S. .5. — — — — — — — — — — — — — — — — — — — — — — — — — — (T.O. EX TOP PLATE) EXISTING 51PING EXiiNGELEV = 338.6' +/- EEX15l'ING36" HiGH GUARDRAIL Nr-� ASSEMBLY TYP. � � EXISTING NEW POSTS PER STRUCTURAL, NEW DECK PER STRUCTURAL WRAP PER DETAIL - EXISTING MAiN FLOOR = 8'6 3/8"+/- _-_ _ EXISFING �/NEW STAiR PER PLAN (T.OLEX 5 30.9O+R/� NEW STAIR PER PLAN _ _ _ _ EXISTING LF PLATE = 7'6 3/8"+/- 7F7 7�— — — — — — — — — —NEW ON GRADE PATIO, �O.-EX fiuP r_viGTtnlr' (,2AOF PER STRUCTURAL & PLAN ELEV = 329.9' +/- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -AVERAGE GRADE= 3260 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING LOWER FLOOR = 0'0" (T.O. EX SLAB) ELEV = 322.4' +/- SOUTH ELEVATION Lu U z LU N 0 C%) 00 v J � 07 Q LJJ � z U) 00 � C%) 0 O z O 5Q G 0 � 00 0 9716 REGISTERED ARCHITECT 114• � HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONIDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 1 /18/2021 REV 1: 2/22/2021 PERMIT SET EXTERIOR ELEVATIONS RESUB Feb 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE:1/4" = 1'-0" A2,0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HEiGHT LiMiT EL = 25'-0" (EL 351.3') EXISTING CHIMNEY EXISTING ROOF 36" HiGH GUARDRAIL ASSEMBLY TYP. EXISTING POST AND DECK TO REMAIN NEW EXTERIOR - — STAIR BEYOND WEST ELEVATION SCALE:1/4" = 1'-0" NEW TRELLIS PER STRUCTURAL & PETAIL----" P.S. NEW ON GRADE PATIO 36" HiGH GUARDRAIL ASSEMBLY TYP. NEW POSTS PER STRUCTURAL; WRAP PER DETAIL NEW DECK PER STRUCTURAL 12 VERIFY HEIGHT AND PROXIMITY TO CHIMNEY PRIOR TO FRAMING iNFiLL Cad EXISTING OPENING, INSTALL SiDiNG TO MATCH EXISTING EXISTING RIDGE = 21'7 3/8"+/- (T.O. EX RIDGE) NEW TRELLIS PER ELEV = 343.9' +/- STRUCTURAL & DETAIL 12 NEW 1/4 +/- 7P.S. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EXi5TiNG MF PLATE _=16'31/4"+/- D.S. (T.O. EX TOP PLATE) ELEV = 338.6' +/- 36" HiGH GUARDRAIL ASSEMBLY TYP. NEW POSTS PER STRUCTURAL; WRAP PER DETAIL DOWNSPOUT NEW STAIRS PER EXISTING MAiN FLOOR = 66 3/84/- PLAN (T.O. EX 5UBFLOOR) ELEV = 330.9' +/- EXiSTiNG LF PLATE = 7'61/4"+/- — — — — — — — — — — — — — — — — — — — — (T.O. EX TOP PLATE) EXISTING ROOF TO REMAIN 12 4 +/- i HEIGHT LiMiT EL = 25'-0" (EL 3513) EXi?rNG r--> — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — AVERAGE GRADE= 326.3' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — AVERAGE GRADE= 326.3' EXISTING CHIMNEY EXISTING LOWER FLOOR = 0'0" (T.O. EX SLAB) ELEV = 322.4' +/- EXISTING RIDGE = 217 3/8"+/- (T.O. EX RIDGE) ELEV = 343.9' +/- __EXiSTiN_G MF PLATE _=16'31/4"+/- (T.O. EX TOP PLATE) ELEV = 338.6' +/- 36" HiGH GUARDRAIL ASSEMBLY TYP. EXISTING DECK TO REMAIN NEW EXTERIOR EXISTING MAiN FLOOR = 8'6 3/8"+/- STAiR (T.O. EX SUBFLOOR) ELEV = 330.9' +/- EXiSTiNG LF PLATE = 76 3/8"+/- (T.O. EX TOP PLATE) ELEV = 329.9' +/- 36" HiGH GUARDRAIL ASSEMBLY TYP. NEW POSTS Cad STAIR LANDING PER STRUCTURAL EX15TiNG P05T TO REMAIN BEYOND EXISTING LOWER FLOOR = 0'0" ELEV = 322.4' +/- Lu U z LU N 0 C%) 00 vJ LJJ � � Q � U) z 00 � Cn 0 O z O 5Q G 0 � 00 0 9716 REGISTERED ARCHITECT 114• � HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 1 /18/2021 REV 1: 2/22/2021 PERMIT SET EXTERIOR ELEVATIONS RESUB Feb 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EAST ELEVATION SCALE:1/4" = 1'-0" A2,1 BUILDING SECTION SCALE:1/4" = 1'-0" A If1Al 12r A A A nr-0 f--rnI 1/"TI In A I BUILDING SECTION V ) SCALE:1/4" = 1'-0" Lu U Z LU N 0 00 LJJ � Q � U) Z oo � Cn 0 Q o Z O 0 7- 05 75 0 O w O (3 9716 REGISTERED ARCHITECT 114• � HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 1 /18/2021 REV 1: 2/22/2021 PERMIT SET BUILDING SECTIONS RESUB Feb 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3,0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ FASTEN SKYLIGHT TO CURB \ WiTH FiNiSH SCREWS j I I UNDERLAYMENT NOTE 1 & 3 I I I SADDLE FLASHING I I I Dc SHEATHING I CURB CURB -MOUNTED FIXED SKYLIGHT I D� I CURBaC-) I SiLL FLASHING PER MANUF.'S REQ'S \� UNDERLAYMENT I I NOTE 1 & 3 I I I / I I 30 YEAR ASPHALT I COMP. ROOFING I _ I MATERIAL HEAD FLASHING PLACED BETWEEN UNDERLAYMENT HEADER PER STRUCT. I I I I I I I I I I I I I I I I I I 1 5/8" GWB TYP. I I I 1 TYP. ROOF ASSEMBLY I 1 \ _ — — — — — — — — — — — — — — — — — — — — — TYP SKYLIGHT DETAIL N.T.S. I I I I I I / CURB MOUNTED SKYLIGHT PER SCHEDULE WALL SECTION SCALE:1/2" = 1'-0" ��---------- P ROOF ASSEMBLY Cad ULTED CEILING AM PER RUCTURAL WD TRiM; PAINTED REVEAL_TYP WRAPPED BEAM DTL i 3/4" =1'-0" i TYP UNVENTED VAULTED ROOF ASSEMBLY ----------1 � I i i 5/4x4 WOOD CAP, SLOPE TOP TO DRAIN 5/4X3 WD TOP RAiL, EACH SiPE 2X2 WD BALLUSTER, TYP 4X4 POST BEYOND, CONNECTION PER STRUCTURAL 5/4X3 WD BOTTOM RAiL, EACH SiPE TYP DECK ASSEMBLY 5/4x10 DECK FASCIA, TYP BEAM PER STRUCTURAL TYPICAL NEW EXTERIOR RAILING ASSEMBLY / 1 "=1'-0" i / / / — TYF UNVENTED VAULTED ROOF ASSEMBLY / / / / / EXISTING GUTTERS/DOWNSPOUTS TO REMAIN SLOPE I I EXISTING FASCIA I I EXISTING T&G SOFFIT WALL SECTION SCALE:1/2" = 1'-0" ITYP EXISTING MAiN FLOOR ASSEMBLY I R-21 GATT INSULATION 9 KIM, TYP I TYP EXTERIOR RAILING PER DETAIL I I FLASHING AT DECK LEDGER, TYP TYP DECK ASSEMBLY -5/4X6 CEDAR DECKING WiTH 1/8" GAPS -P.T. FRAMING PER STRUCTURAL I I BEAM PER STRUCTURAL I�11� I !I I INSTALL METAL DOOR PAN & FLASHING, TYP EXISTING CONCRETE SLAB ON GRADE EXISTING CONCRETE FOUNDATION AND FOOTING TO REMAIN OR PER STRUCTURAL EXISTING FOOTING DRAIN, VERIFY iN FIELD TYP TRELLIS ASSEMBLY -POLYCARBONATE ROOF; SLOPE 114 -FRAMING PER STRUCTURAL BEAM PER STRUCTURAL; WRAF' PER DETAIL POST PER STRUCTURAL; WRAP PER DETAIL POST PER \ STRUCTURAL MITERED CORNERS, TYP 1 WRAP W/ 1x CEDAR, GLUE & NAiL; PAINTED, TYP TYP POST WRAP DETAIL 1 "=1'-O" NEW ON GRADE PATIO EX GRADE Lu U z LU N 0 U) 00 v) LIJ � 07 Q � z 00 � U) 0 O z O 5Q G 0 � 00 0 9716 REGISTERED ARCHITECT 114• � 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.206.542.3734 www.h2darchitects.com DATE: 1 /18/2021 REV 1: 2/22/2021 PERMIT SET WALL SECTIONS & DETAILS RESUB Feb 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT iNTERiOR EXTERIOR iNTERiOR EXTERIOR FOLD UP HENRY 13LUESKiN REA FOAM TYP EXTERIOR WEATHER RESISTIVE BARRIER R-10 FOAM Cad HEADER TYP TYP EXTERIOR F HEADER TYP WALL ASSEMBLY AND TEMPORARILY SECURE WEATHER RESISTIVE WALL ASSEMBLY BARRIER HEADER PER STRUCTURAL 1/2" GWB SELF-ADHESIVE WATERPROOF OR EXIST SELF-ADHESIVE WATERPROOF WD TRiM MEMBRANE INSTALL PER DETAIL MEMBRANE INSTALL PER 7/A4.1 PER TYP 8/A4.0 EXTERIOR SHEATHING DETAIL 1/2" GWB 12/A4.1 �� MTL FLASHING OVER WD TRiM EXTERIOR SHEATHING MTL FLASHING OVER WD TRiM 4 FOLD WEATHER- WD TRiM PER HEADER PER TAPE WEATHER RESISTIVE SILL PLATE TI E DARRIiN RESISTIVE BARRIER & TYP DETAIL STRUCTURAL PREPRiMED CEDAR TRIM BARRIER TEMPORARILY SECURE 10/A4.1 PER TYP DETAIL 11/A4.1 HENRY BLUESKiN WP25 WD I KIM PER TYP DETAIL DOOR JAMB WINDOW LINER 12/A4.1 PRE -HUNG DOOR PER SCHEDULE WINDOW PER WINDOW WEATHER - SCHEDULE STRIPPING TYP TYP �WlNDOW HEAD TYP EXTERIOR DOOR HEAD 1 1" =1'-p4 TYP EXTERIOR WALL 3 2 3 WEATHER -RESISTIVE HENRY BLUESKiN BARRIER WP25 4" OR 6"; NO CUTS NECESSARY 9 CORNER SiLL PLATE DO NOT FLASH � Q OVER BOTTOM 0 ASSEMBLY TYP EXTERIOR WALL ASSEMBLY NAILING FLANGE \ HENRY BLUESKiN WP25 WD TRiM PER TYP SELF-ADHESIVE WATERPROOF \ @ CORNER DETAIL 9/A4.1 MEMBRANE INSTALL PER DETAIL 8/A4.1 WINDOW FLASHING WD TRiM PER TYP DETAIL 11/A4.1 1. CUT THE 13LUESKiN FLUSH WiTH THE ROUGH 15. REPEAT 5TE12511-14 TO SEAL ALL EDGES OF THE OPENING RO: SiLL, JAM135, AND HEAD HENRY BLUESKiN WEATHERSTRIPPING TYP 2. CUT THE 13LUESKiN AT 45 DEGREE ANGLE TO A 16. INSTALL THE WINDOW ACCORDING TO THE HENRY 2 POINT 9 UP AND 9" OUT FROM THE UPPER CORNERS MANUFACTURER'S SPECIFICATIONS. UNLESS BLUESKiN WP25 SELF-ADHESIVE WATERPROOF OF THE ROUGH OPENING SPECIFIED, SEALANT 15 NOT REQUIRED BEHIND THE MEMBRANE INSTALL PER 7/4.1 PRE -HUNG DOOR 3. FOLD UP BLUESKiN FLAP AT HEAD AND NAiL FLANGE PER SCHEDULE TEMPORARILY SECURE WiTH TAPE WD TRIM PER TYP DETAIL DOOR JAMB 4. USE BLUESKiN WP25 4" OR WIDER TO COUNTER- SEAL TOP OF JOISTS 10/A4.1 WD TRIM PER TYP DETAIL 12/A4.1 4. CUT BLUESKiN WP25 (4") TO FiT THE DEPTH OF FLASH THE FLANGE iN WEATHER -LAP FASiON UNDER DECKING 1/2" GWB THE SiLL ADDING 3" OVERHANG TO THE EXTERIOR 18. BOTTOM FLANGE REMAINS UNTAPED JAMB 1/2" GWB 5. FOLD BLUESKiN WP25 ALONG THE SPLIT BACKING FLASHING EXTENDS 2" PAST LOWER EDGE OF FLANGE TYP WINDOW �IA�MB TYP EXTERIOR DOOR JAMB PAPER 19. HEAD FLASHING EXTENDS 1" PAST THE OUTER 6. SLIDE INTO CORNER EDGES OF THE JAMB FLASHING 5 7. PEEL OFF ONE BACKING STRIP AFTER ANOTHER 1" =1'-O" 1" =1'-0" AND PRESS ON FIRMLY 20. DRAPE THE BLUESKiN FLAP OVER THE HEAD EXTERIOR DOOR W/ 8. STARTING AT THE CORNER, SPREAD THE LOOSE FLASHING SILL PER TYP DETAIL DOOR PAN INTEGRAL THRESHOLD END OF THE 13LUESKiN WP25 GRADUALLY ONTO THE 21. SEAL THE 45 DEGREE CUTS WiTH BLUESKiN BACKER ROD x WALL FACE (2) BEADS OF BUTYL CAULK 9. USE BOTH THUMBS FOR A UNIFORM APPLICATION FiNiSH FLOOR :i� o ALONG SILL, 1" INSIDE FRONT AND AND PRESS ON FIRMLY N REAR EDGES, EXTEND CAULK 3" 10. REPEAT STEPS 8 AND 9 TO SEAL ALL CORNERS TYP FLOOR TiE-iN WiTH WEATHER RESISTIVE BARRIER INSTRUCTIONS ASSEMBLY w UP SIDES OF ROUGH OPENING 1. INTEGRATE INSTALLATION OF HENRY BLUESKiN WEATHER -RESISTIVE 2x_ WD SILL W/ SLOPE & DRiP 11. CUT BLUESKiN WP25 6" OR WIDER TO LENGTH SELF ADHESIVE FLEXIBLE FLASHING, BARRIER WiTH HENRY 13LUESKiN WP25 TO FORM WATER SHEDDING LAPS EXTEND BELOW SLAB, MINIMIZE (INSIDE TO INSIDE OF THE RO) 2. SCORE AND FOLD WEATHER -RESISTIVE BARRIER ABOVE HEADER TO SELF-ADHESIVE WATERPROOF 12. FOLD BLUESKiN WP25 ALONG THE SPLIT PENETRATIONS FOR REBAR ALLOW FOR HENTRY BLUESKiN WP25 iNSTALLATiON NOTES: MEMBRANE, INSTALL PER 7/A4.1 BACKING PAPER 3. INSTALL HENRY BLUESKiN WP25 HEAD FLASHING UNDER WEATHER- 1. ViSiT RESiDENTiAL.HENRY.COM FOR THE MOST CURRENT 13. RELEASE FIRST BACKING PAPER AND SEAL TO RESISTIVE BARRIER DETAILS, INSTALLATION VIDEOS AND PRODUCT DATA SHEETS TYP EXTERIOR CAULK RO 4. FOLD WEATHER -RESISTIVE BARRIER BACK OVER HEAD FLASHING AND 2. INSTALL HENRY 13LUESKiN WP25 IN ORDER AS SHOWN BY WALL ASSEMBLY SUB SiLL OR SHiM 14. PEEL OFF SECOND BACKING PAPER AND SEAL SEAL WiTH HENRY BLUESKiN TAPE NUMBERS INTERIOR EXTERIOR TO BE PRESSURE ° a DECK ONTO THE WALL FACE/FACADE AND PRESS ON TREATED FIRMLY TYP WINDOW SILL �j TYP�DO�ORTHRESnLD 7 HENRY BLUESKIN WP25 FLASHING DTL R HENRY BLUESKIN WP25 FLASHING DTL @ EXTERIOR 3 1" = 1' . N.T.S. v N.T.S. TYPICAL WINDOW NOTE: 1. INSTALL BACKER ROD AND/OR FOAM INSULATION @ ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP 1/2'' GWB, TYP WD TRiM TO MATCH EXISTING WD TRiM TO WD TRiM TO MATCH WD TRiM TO MATCH 1,EMATCH EXISTING EXISTING EXISTING WD TRIM TO MATCH EXISTING DOOR PER SCHEDULE += TYP WALL ASSEMBLY WINDOW PER WINDOW SCHEDULE LiNE OF DOOR LiNE OF DOOR DOOR JAMB WD BASE TO MATCH WINDOW PER WINDOW JAMB, TYP JAMB, TYP DOOR FRAME WD TRiM TO MATCH EXISTING SCHEDULE DOOR PER DOOR DOOR PER SCHEDULE EXISTING DOOR PER DOOR SCHEDULE 1/2" GWB FiNiSH FLOORING SCHEDULE _uc -777 TYP EXT. WN DW TRIM TYP I NT. WN DW TRIM TYP EXT. DOOR TRI M TYP I NT. DOOR TRIM TYP I NT DOO�RHE ADTYP I NT DOOR JAMB TYP WD BASE DTL CL TYP ASSEMBLY: TEMPERED CLEAR DOOR, WHERE OCCURS DOOR, WHERE OCCURS TILE -TILE TEMPERED GLASS GLASS SHOWER I -THIN SET SHOWER PANEL PANEL FiNiSH WOOD FLOORING FiNiSH WOOD FLOORING -CEMENT BACK BOARD SHWR -WATERPROOF MEMBRANE BUILT-UP CURB LOW PROFILE ALUMINUM OR BED OF SEALAN LOW PROFILE ALUMINUM SCHLUTER TRANSITION SCHLUTER 5CH1ENE -FRAMED WALL FLOOR TiLE OVER 3 v2 S.S. U CHANNEL TILE OR S.S. U-CHANNEL TRANSITION STRIP, SUBSTRATE AND BED OF SEALANT GWB ALUMINUM RECESSED SHELF SUBFLOOR SHOWER SLOPE SiLL TO DRAT � WATERPROOFING SUBFLOOR SUBFLOOR CARPET TiFLOORING SiLL MATERIAL PER TYP FLOOR �� TiLE OVER MUD SET OVER CEMENT STRIP, ALUMINUM FiNiSH SCHEDULE 4" ASSEMBLY PAN, SLOPE TO DRAIN, TILE TYP BACKER BOARD All BLOCKING FRAMED WALL FRAMED WALL *FULLY WATERPROOF SHOWER FLOOR AND CURB TYP *FULLY WATERPROOF SHOWER WALLS TYP TYP WD TO CRPT TRANSITION TYP WD TO TILE TRANSITION TYP RECESSED SHELF DTL TYP U-CHANNEL DTL CURB TYP U-CHANNEL WALL 1 1-0 1 1-O 1 1-0 COUNTERTOP FLUSH TO WINDOW WINDOW PER SiLL/TRACK, INSTALL SCHEDULE COUNTER Cad EXTERIOR CONCEALED L-METAL BRACKET TO SUPPORT COUNTERTOP PER COUNTERTOP MFTR P. BOLT BRACKET TO WALL TYP EXTERIOR WALL ASSEMBLY EXTERIOR iNTERiOR 21 TYP WNDW COUNTER INSTALLED Z WINDOW Z w w m m z z Lu U z LU N 0 00 v J LJJ � 4') Q � u) z 'T__ � Cn 0 O z O 5Q G 0 � 0 0 9716 REGISTERED ARCHITECT 114• � 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: 1 /18/2021 REV 1: 2/22/2021 PERMIT SET TYP. DETAILS RESUB Feb 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A401 GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS & THE INTERNATIONAL BUILDING CODE (2015 EDITION). 2. DESIGN LOADING CRITERIA: FLOOR LIVE LOAD (RESIDENTIAL) . . . . . . . . . . . . . . . . . . 40 PSF ROOF SNOW LOAD (Pf) . . . . . . . . . . . . . . . . . . . . . . . 25 PSF EARTHQUAKE: LAT. / LONG. . . . . . 47.834 /-122.342 SEISMIC IMPORTANCE FACTOR (Ie) . . . . . . . . . . . . . . . . . . . 1.0 SEISMIC USE GROUP . . . . . . . . . . . . . . . . . . . . . . . . . I MAPPED SPECTRAL RESPONSE (Ss/S1). . . . . . . . . . . . . . 1.36g/0.46g SPECTRAL RESPONSE COEF. (SDS/SD1) . . . . . . . . . . . . . 0.87g/0.46g SEISMIC FORCE RESISTING SYSTEM: . . . . . . . . . . PLYWOOD SHEAR WALLS DESIGN BASE SHEAR . . . . . . . . . . . . . . . . . . . . . . . . 1.49k SEISMIC RESPONSE COEFICIENT (Cs) . . . . . . . . . . . . . . . . . 0.697 SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . D RESPONSE MODIFICATION FACTOR (R) . . . . . . . . . 1.25 ANALYSIS PROCEDURE . . . . . . . . . . . . . . .EQUIVALENT LATERAL FORCE REFERENCE: USGS NATIONAL SEISMIC HAZARD MAPPING PROJECT, 2008 DATA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CON- DITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CON- STRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST VERIFIED. CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION. THE CONTRACTOR SHALL BRING ALL CONFLICTS AND DISCREPANICES TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR ENTRAINED WITH AN AIR ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 19.3.2.1 OF THE ACI 318. 11. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. ALL REBAR SHALL BE 90% MINIMUM RECYCLED CONTENT. SUBMIT MANUFACURERS CERTIFICATE OF RECYCLED CONTENT TO ARCHITECT AND STRUCTURAL ENGINEER. 12. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORD- ANCE WITH ACI 318. LAP ALL CONTINUOUS REINFORCEMENT 40 BAR DIAMETERS OR 2' 0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTER- SECTIONS. LAP CORNER BARS 40 BAR DIAMETERS OR 2' 0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 13. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: A. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE . . .3" B. ALL OTHER SURFACES . . . . . . . . . . . . . . . . 1 1/2" 14. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). 15. EPDXY -GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 2508. WOOD 16. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CON- FORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2X MEMBERS) HEM -FIR NO. 2 MINIMUM BASE VALUE, FB = 850 PSI (3X & 4X MEMBERS) DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, FB = 1000 PSI STRUCTURAL LIGHT FRAMING: DOUGLAS FIR NO. 2 5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY (INCL. 3X AND 4X POSTS) MINIMUM BASE VALUE, FB = 900 PSI DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING BEAMS AND STRINGERS: DOUGLAS FIR NO. 1 REINFORCING SHALL BE RETAINED UNDAMAGED WHERE NOTED ON THE PLANS. (INCL. 6X AND LARGER) MINIMUM BASE VALUE, FB = 1350 PSI DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON POSTS AND TIMBERS: DOUGLAS FIR NO. 1 EXISTING FLOOR SYSTEMS TO 40 PSF. ALL NEW OPENINGS THROUGH EXISTING (6X6 AND LARGER ) MINIMUM BASE VALUE, FC = 1000 PSI CONCRETE OR MASONRY WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR OR HEM -FIR STANDARD GRADE 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CON- TRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CON - CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 8. SPECIAL INSPECTION OF EPDXY GROUTED INSTALLATIONS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 109 AND 1704 OF THE INTERNATIONAL BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. GEOTECHNICAL 9. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE . . . . . . . . . . 2,000 PSF LATERAL EARTH PRESSURE . . . . . . . . . . . 35 PCF 10. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORD- ANCE WITH ACI 301. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF F'C = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CON- CRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CE- MENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 301. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. 2X6 STUDS AND PLATES: HEM -FIR NO.3/ STUD GRADE 2X AND 3X T & G DECKING HEM -FIR COMMERICAL DEX, MINIMUM BASE VALUE, FB = 1350 PSI 17. ENGINEERED LUMBER MEMBERS SHALL BE MANUFACTURED UNDER A PROCESS BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPROPRIATE NER REPORT AND GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. PSL FB = 2900 PSI E = 2000 KSI FV = 290 PSI NER-292 LSL FB = 2250 PSI E = 1500 KSI FV = 285 PSI NER-481 LVL FB = 2600 PSI E = 1800 KSI FV = 285 PSI NER-126 DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. ALL PROPOSED HOLE SIZES AND LOCATIONS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL TWO WORKING DAYS PRIOR TO DRILLING HOLES. 18. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F V4, FB = 2,400 PSI, FV = 165 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F V8, FB = 2400 PSI, FV = 165 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. ALL COLUMNS SHALL BE DOUGLAS FIR COMBINATION NO. 5, FC = 2400 PSI, E = 2.0 X 1OE6 PSI. 19. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH APA STANDARDS. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND SPAN RATING MAY BE USED IN LIEU OF PLYWOOD, A. ROOF SHEATHING SHALL BE 1/2" (NOM.) WITH SPAN RATING 24/0. B. FLOOR SHEATHING SHALL BE 3/4" (NOM.) WITH SPAN RATING 40/20. C. WALL SHEATHING SHALL BE 1/2" (NOM.) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING. ALL SHEATHING SHALL BE FSC CERTIFIED AND SHALL BEAR THE FSC STAMP. 20. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. ALL WOOD EXPOSED TO WEATHER WITHOUT THE ADEQUATE PROTECTION OF A ROOF OR EAVE SHALL BE AN APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR PRESSURE TREATED. SUCH MEMBERS INCLUDE HORIZONTAL MEMBERS SUCH AS GIRDERS, JOISTS, AND DECKING; OR VERTICAL MEMBERS SUCH AS POSTS, POLES, AND COLUMNS. 21. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR MOST RECENT CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UN- LESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEA- SONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. HANGERS IN DIRECT CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE EITHER STAINLESS STEEL (SST300), POST HOT -DIPPED GALVANIZED(HDG) OR GALVANIZED WITH A MINI- MUM OF 1.850Z ZINC PER SQUARE INCH (ZMAX). UNLESS NOTED OTHERWISE, ALL LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH IUS" SERIES JOIST HANGERS, AND ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" OR "IUT" SERIES JOIST HANGERS. 22. NAILS - NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6D 2" 0. 113" 8D 2-1/2n 0. 131" 10D 3" 0.148" 12D 3-1/4n 0.148" 16D 3-1/2" 0.162" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 23. STAPLES - THE FOLLOWING STAPLES MAY BE SUBSTITUTED FOR NAILING OF PLYWOOD (APA RATED SHEATHING): NAIL SIZE EQUIV. STAPLE MINIMUM LENGTH 6D 16 GA. 1-3/4" 8D 15 GA. 1-3/4" 10D 13 GA. 1-3/4" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE STAPLES, THEY SHALL SUBMIT STAPLE SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. STAPLES SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 24. TONGUE AND GROOVE STRUCTURAL ROOF AND FLOOR DECKING SHALL BE INSTALLED AS FOLLOWS: 2X DECKING SHALL BE TOENAILED THROUGH THE TONGUE AND FACENAILED WITH ONE 16D NAIL PER PIECE PER SUPPORT. 3X AND 4X DECKING SHALL BE TOENAILED WITH ONE 40D NAIL AND FACENAILED WITH ONE 60D NAIL PER SUPPORT. COURSES SHALL BE SPIKED TOGETHER WITH 8" SPIKES AT 30" O.C. (MAXIMUM) AND AT 10" (MAXIMUM) FROM EACH END OF EACH PIECE. SPIKES SHALL BE INSTALLED IN PREDRILLED EDGE HOLES. 25. WOOD FRAMING NOTES THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X4 STUDS @ 16" 0. C. AT INTERIOR WALLS AND 2X6 @ 16" 0. C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2X8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COL- UMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16D NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16D NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16D AT 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE SIX 16D NAILS AT 4" O.C. EACH SIDE OF JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 12" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT)@ 4' 0" O.C. UNLESS INDICATED OTHERWISE. INDIVI- DUAL MEMBERS OF BUILT UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16D @ 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE 5D COOLER NAILS FOR 1/2" GWB AND 6D COOLER NAILS FOR 5/8" GWB. WHEN NOT OTHERWISE NOTED, PROVIDE 1/2" (NOM.) APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 8D @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8D @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16D NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH METAL JOIST HANGERS IN ACCORDANCE WITH TIMBER CONNECTOR NOTE. NAIL ALL MULTI JOIST BEAMS TO- GETHER WITH 16D @ 12" O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND NAILED WITH 8D NAILS @ 6" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE AND GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16D @ 12" O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PLYWOOD PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com Project Contact Todd Fisher tel 206 624 4760 ex. 29 tfisher@harriottvalentine.com Project Architect H2D ARCHITECTURE + DESIGN 23020 Edmonds Way, #113 Edmonds, WA 98020 Project Goodman Residence 8010 181 st PL SW Edmonds, WA 98026 Issue Date Issue Description 8/28/20 Permit Building Department Approval RESUB Feb 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title GENERAL STRUCTURAL NOTES Drawing Number S100 all JOISTS PER PLAN — . DECKING PER PLAN CB SERIES POST BASE COLUMN PER PLAN (PRESSURE -TREAT (3) #4 EACH WAY AT BOTTOM PLAN VI (4) #4 TIES - (2) DIAMOND - TIES & (2) SQUARE TIES SEE ELEV. BELOW FOR SPACING POST PER PLAN MPB66Z POST BASE 11/2" CLEAR —x x x (8) #4 VERTS w/9" TAILS TYPICAL SLAB 1'-4" SQUARE o a 11°A 2'-6" SQ. 0 M ON -GRADE /S2.0 3/4" = 1'-0" 2 (2) HOOKs - 135° BEND w/3" 1-8so. STRAIGHT EXTENSION SLAB PER PLAN x x x— I 3) #4 EACH WAY Oc� 0 5 I,S2.0 LEGEND SPAN EXTENT X SECTION DETAIL llsX. (FB) FLUSH BEAM (KP) KING POST (PT) PRESSURE -TREATED 001 IIA1A1 ADM/C Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com Project Contact Todd Fisher tel 206 624 4760 ex. 29 tfisher@harriottvalentine.com Project Architect H2D ARCHITECTURE + DESIGN 23020 Edmonds Way, #113 Edmonds, WA 98020 Project 3 3/4" = 1'-0)$ _ S2. Goodman Residence Edmonds, WA 9 026 I 4" THICK SLAB REINF. W/ x x x x x X � 6 MIL VAPOR BARRIER 0° O�000�o� oho°ogoa00000 (OMIT AT EXTERIOR SLABS) 85�°00� 080°00� °0 4" FREE -DRAINING GRANULAR FILL CONTROL x x xJ (-x x X JOINT 80 0 � °08° c foko �72°a8l 2nd POUR i. 1st POUR CON STR. x x x x x x 0 JOINT 800°°080o'°g°°°°08 CONTROL JOINT FORMER "ZIP STRIP" 11/2" DEEP (JOINT MAY BE SAW -CUT AT CONTRACTOR'S OPTION) CUT ALT. WIRES AT JOINT PLASTIC JOINT KEY "MEADOW BURKE" STOP REINF. 1" CLEAR OF JOINT EACH SIDE SLAB —ON —GRADE (NOT INSULATED) 3/4" = 1'-0" 4 i Hardware and fasteners in contact with ■ preservative -treated wood shall be of hot -dipped zinc galvanized steel, ■ stainless steel, silicon bronze or copper. I In the absence of manufacturer's ■ recommendations a minimum of ASTM A 653 type G185 zinc -coated galvanized steel, or ■ equivalent, shall be used. I IRC R317.3.1 IBC 2304.10.5.1 ■ .� 1 FOUNDATION PLAN 52.0 scale: 1/4" = l'-0" 3/4" = 1'-0" Issue Date Issue Description 8/28/20 Permit Building Department Approval RESUB Feb 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title FOUNDATION PLAN Drawing Number SIO aim Z Q 0 0 0 HANGER SCHEDULE REMOVE SIDING AT LEDGER CONTINUOUS GALV. FLASHING WITH DRIP EDGE OVER SELF—SEALING FLEXIBLE MEMBRANE (COORD. WITH ARCHITECTURAL) PIR cV DECK JOISTS PER PLAN DECK2WALL SPACER BETWEEN LEDGER AND FLASHING AT EACH BOLT nrnl/TAIn Acc rljnl v nrn Annl I'I 44 (P.T.) STANCHIONS — SEE ARCH'L. FOR LAYOUT SEE ARCH'L. FOR INFILL, TOP AND BOTTOM RAILS UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING AT A MINIMUM: * 26 RAIL CAP, AND 20 TOP AND BOTTOM RAILS, WITH A MAXIMUM SPAN OF C-0"oc, ATTACH EACH WITH (2) NO. 8 WOOD SCREWS EACH END (MIN.) * 2x2 PICKETS @ 4"oc, ATTACH EACH WITH (1) NO. 8 WOOD SCREW TOP AND BOTTOM SHEARWALL PER PLAN (2) ROWS 1/2"0 THRU— BOLTS @ 32"oc (EACH ROW) CAULK EACH BOLT HOLE JOISTS PER PLAN EX. STEMWALL 1-1/2)) = 1 ' — 0" Lei MI-�96011Ell IT, l 3/4" = 1'-0" HD2A TOP AND BOTTOM EACH WITH 5/8"0 THRU— BOLT TO STANCHIONS AND (2) 5/8"0 DIAMETER THRU— BOLTS TO BLOCKING 0 0 �71 (5) 16d 0 o z , 2 3 BLOCK ONE BAY FULL DEPTH WITH (2) 2x (AT JOISTS PARALLEL CONDITION, SHOWN) OR PROVIDE 2x BACKER 16" LONG (AT JOISTS PERPENDICULAR CONDITION, SIMILAR) 1-1/2)) = 1 ' — 0" 4 MEMBER (FLAT ONLY) 26 HANGER LUS26 FACE NAILING CAPACITY (Cd = 1.0) 10d COMMON 830 lb 2x10 HU210 10d COMMON 1190 lb FRAME LANDING w/2x10 (PT) 16" oc 4 iWA LEGEND Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 SPAN Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com < e EXTENT X llsX. SECTION DETAIL (FB) FLUSH BEAM (KP) KING POST (PT) PRESSURE —TREATED COLUMN ABOVE COLUMN BELOW 3/4" = 1'-0" Project Contact Todd Fisher tel 206 624 4760 ex. 29 tfisher@harriottvalentine.com Project Architect H2D ARCHITECTURE + DESIGN 23020 Edmonds Way, #113 Edmonds, WA 98020 Project Goodman Residence 8010 181 st PL SW Edmonds, WA 98026 Issue Date Issue Description 8/28/20 Permit Building Department Approval RESUB Feb 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title MAIN FLOOR FRAMING PLAN Drawing Number 5 S2.1 rZ17 z Q 0 0 0 ■ A ■lfs.��lrt■7.\f aawNEIINMEN 0r■�1il NG I\IUVL UL/11VI I LI\ I Lrlll 3/4" = 1'-0" n AAICI Cnr\C AI A TI TAI/\ nLIA CD BEAM PER PLAN 3/4" = 1'-0" NEW PONY -WALL BEAM PER PLAN (UP -SET ABOVE EX. PARTITON W EX. PARTITION W) 2 3 NOTE!! EXISTING FRAMING MEMBERS AS INDICATED ON THIS PLAN ARE ASSUMED FOR DESIGN PURPOSES ONLY. HARRIOTT VALENTINE ENGINEERS SHALL NOT BE HELD LIABLE FOR LOCATION/ SIZE OF EXISTING MEMBERS AS CALLED ON THIS PLAN. EXISTING MEMBERS SHALL BE VERIFIED AND REPORTED TO STRUCTURAL ENGINEER OF RECORD PRIOR TO CONSTRUCTION. J/ JL.L ROOF FRAMING PLAN (MAIN FLOOR WALLS scale: 1/4" = 1'-0" LEGEND < e� X llsX. (FB) (KP) (PT) ❑ SPAN EXTENT SECTION DETAIL FLUSH BEAM KING POST PRESSURE -TREATED COLUMN ABOVE COLUMN BELOW NEW STRUCTURAL WALL EXISTING STRUCTURAL WALL NEW CONCRETE WALL EXISTING CONCRETE WALL FRAMING PLAN NOTES 1. REFER TO GENERAL STRUCTURAL NOTES FOR FLOOR OR ROOF SHEATHING TYPE, THICKNESS, AND NAILING. 2. POSTS ❑, INCLUDING ENDS OF WALL OPENINGS, SHALL BE 46 UNLESS NOTED OTHERWISE. 2 FOR CALLOUTS V - (1) AT EAC OST - ALIGN DCA1,1 nED nl Ahi Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com Project Contact Todd Fisher tel 206 624 4760 ex. 29 tfisher@harriottvalentine.com Project Architect H2D ARCHITECTURE + DESIGN 23020 Edmonds Way, #113 Edmonds, WA 98020 Project Goodman Residence 8010 181 st PL SW Edmonds, WA 98026 Issue Date Issue Description 8/28/20 Permit Building Department Approval RESUB Feb 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title SECOND FLOOR FRAMING PLAN Drawing Number 52.2 8/28/20 1 Cz G 0 O 0 HV Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com 3/4" = 1'-0" 1 3/4" = 1'-0" 2 3/4" = 1'-0" 3 3/4" = 1'-0" 4 t.� v I-N �q ':A x 39927 �AL 8/28/20 Project Contact Todd Fisher tel 206 624 4760 ex. 29 tfisher@harriottvalentine.com Project Architect H2D ARCHITECTURE + DESIGN 23020 Edmonds Way, #113 Edmonds, WA 98020 3/4" = 1'-0" 5 3/4" = 1'-0" 6 3/4" = 1'-0" 7 3/4" = 1'-0" QProject Goodman Residence 8010 181 st PL SW Edmonds, WA 98026 Issue Date Issue Description 8/28/20 Permit LEDGER/RIM PER PLAN (2) A35 — (1) AT EACH Building Department Approval STRINGER RESUB Feb 24 2021 EX. DECK JOISTS CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title STRUCTURAL DETAILS STRINGER PER PLAN Drawing Number 3/4 = 1 —0 9 3/4 = 1 —0 10 3/4 = 1 —0 11 3/4 = 1 —0 12 SIO z CQ G 0 (D