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RESUB1- GARAGE PLANS 6.1.20 - SIGNED BY ALLGENERAL NOTES PROJECT INFORMATION SEWER OUT II I II I II I II I II I II I II L II II II II - - - - J L - - - - - II II II II II AS BUILT - LOWER FLOOR SCALE: 1/8" = 10 N AS BUILT - UPPER FLOOR SCALE:1/6' = 10 I AS BUILT - MAIN FLOOR 5CALE:1/8" = 1' 0" N 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 2020 BY 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 APPLiCADLE. -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. -iF ANY DISCREPANCIES 1N THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO BE 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 DE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR OMISSIONS OR PERFORMANCE OF THE CONTRACTOR. -CONTRACTOR SHALL BE RE5PON5113LE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, iTS COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE 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 DY THE EPA AND THE STATE OF WASHiNGTON. -ALL WASTE AND REFUSE CAUSED iN CONNECTION WiTH THE WORK SHALL BE 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 RESPONSiDiLiTY 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 BEARING 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 RESPONSiBiLiTY 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 5EC 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 BY VENTILATION LOCATED iN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OF CORNICE VENTS WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. (iRC SEC R806). -ATTIC ACCESS: MINIMUM 22" x 30" WiTH MiNiMUM 30" HEADROOM, UNOB5TRUCTED, READILY ACCESSiDLE OPENING. iRC SEC R807. ACCESS DOORS 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 iRC SECTION M1502.3 AND iMC SECTION 501.3. -INSULATE ALL DUCTS OUTSIDE OF CONDITIONED SPACE PER WA STATE ENERGY CODE. -KITCHEN RANGE HOODS: RANGE HOODS CAPABLE OF EXHAUSTING MORE THAN 400 CFM REQUIRE MAKE-UP AiR PER iRC M1503.4. 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 SiPE OF A DOOR OPENING, GLAZING CLOSER THAN 18" TO A FLOOR, SHOWER DOORS AND TUB ENCLOSURES SHALL DE WiFE 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 WiRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. -GLAZING WiTH1N 18" OF FLOOR AND GREATER THAN 18" iN LEAST DIMENSION SHALL COMPLY WiTH IMPACT LOADS. SEE PLANS. -ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED, UNLESS NOTED OTHERWISE, AND COMPLY WiTH STATE OF WASHiNGTON ENERGY CODE. -EGRESS iN EVERY SLEEPING ROOM SHALL HAVE A MiNiMUM NET CLEAR OPENING OF 5.7 SQ. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24", MiNiMUM NET CLEAR OPENING WIDTH OF 20" AND A FINISHED SiLL HEIGHT NOT MORE THAN 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 BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. -MiNiMUM 75% OF PERMANENTLY INSTALLED LAMPS iN LIGHTING FIXTURES SHALL BE HiGH EFFICACY LAMPS PER SEC 404.1. -WHERE THE PRIMARY HEATING SYSTEM 15 A FORCED-AiR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNiT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL ALLOW 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 6'-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 38" 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 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" SPHERE PER iRC 312.1. -INSTALL FiRE BLOCKING AT MiP-STRINGER SPAN AND AT WALL ALIGN STRINGER. -COVER WALLS AND SOFFITS OF U5A13LE SPACE UNDER STAIR WiTH 5/8" 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 (D15COLORED, 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 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 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. -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 5LA13 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. DOORS SHALL BE EQUIPPED WiTH A SELF -CLOSING DEVICE PER iRC R302.5.1. 11. VAPOR BARRIERS: -AN APPROVED VAPOR DARRiER SHALL DE 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 DE A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRiER5 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 iRC. -CARBON MONOXIDE DETECTORS (C.M.D.): SHALL HAVE AN APPROVED CARBON MONOXIDE ALARM INSTALLED OUTSIDE OF EACH SLEEPING AREA iN DWELLING UNITS AND iN EACH LEVEL iN ACCORDANCE WiTH THE MANUFACTURER'S REQUIREMENTS PER iRC315. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WiTH UL2034 AND SHALL 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 AUP15LE 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 AS COMPLYING WiTH UL 2075. WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM 15 INSTALLED, iT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY. APPROVED BY (PLANNING .! p Jul 01 2020 VICINITY MAP (NTS PALEY ST. SPRAGUE ST. Q CiViC CENTER PLAYFiELD > _ = HUMMiNGB1RD HiLL BELL 5T. `� o MAiN ST. DAYTON ST. SITE YOST PARK MAPLE ST. ALDER ST. APPROVED PLANS MUST BE ON JOB SITE CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN PROJECT OWNER: KiRSTEN AND NATHANiEL PAUST 825 MAiN STREET EDMONDS WA 98020 PROJECT ARCHITECT: HEiDi HELGE50N PROJECT DESIGNER: NiCOLE MCKERNAN H21) ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 5TRUCTURAL ENGINEER: TODD VALENTINE HARRiOTT VALENTINE ENGINEERS 1932 15T AVE, SUITE 720 SEATTLE, WA, 98101 206-624-4762 PROJECT DESCRIPTION: ADDITION & INTERIOR REMODEL TO EXISTING SINGLE FAMILY HOME; NEW DETACHED GARAGE PROJECT ADDRESS: 825 MAiN STREET TAX LOT NUMBER: 00434207803000 LEGAL DESCRIPTION: CiTY OF EDMONDS 13LK 078 D-00 LOTS 30 & 31. LAND USE CODE COMPLIANCE STATISTICS ZONE: R5 6 LOT COVERAGE: LOT AREA: 6,586 SF EXISTING HOUSE: 1001.8 SF EXISTING PORCH: 230.4 5F NEW ADDITION: 342.6 SF NEW PORCH AND LANDING: 51.3 SF NEW DETACHED GARAGE: 489.3 SF PROPOSED LOT COVERAGE: 2115.4 SF ALLOWED LOT COVERAGE: 6,566 SF X 35% = 2,305.1 SF ... OK IMPERVIOUS SURFACE: REFER TO SHEET 02 REQ'D SETBACKS: FRONT: 20' REAR SETBACK: 15, SiDE SETBACK: 5' DETACHED GARAGE REAR SETBACK: 5' PARKING: 2 EXISTING PARKING SPACES TO REMAIN BUILDING HEIGHT BUILDING HEIGHT LiMiT = 25' INFORMATION: REFER TO SHEET A2.0 AND A2.1 FOR DETAILED HEIGHT INFORMATION OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE BLD2020-0397 SHEET INDEX RESUB Jun 01 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, A5-DUiLT PLANS 02 SiTE PLAN SURV SURVEY A1.0 GARAGE FOUNDATION, MAiN FLOOR, AND ROOF PLAN, WINDOW AND DOOR SCHEDULES A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.0 DU1LPING SECTIONS, WALL SECTION AND DETAILS A4.1 TYP. DETAILS 51.0 GENERAL STRUCTURAL NOTES 52.2 GARAGE ROOF AND FOUNDATION PLANS 53.0 STRUCTURAL DETAILS 54.0 STRUCTURAL DETAILS City Of Edmonds Building Department Work DETACHED GARAGE Address 825 MANI ST Owner PAUST Approved Date 6/15/2020 Building Official err mAg Permit Number BLD2020-0397 LU U o z w O LU Q W N LL 00 � M U) cn >< LU z cn Q O N 0 0 Q W 0- 9716 REGISTERED ARCHITECT xleW Gam. 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: 4/17/2020 REVISED: 5/26/2020 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS 01 `St. JB9- CITY OF EDMONDS PUBLIC WORKS DEPARTMENT 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS, WIRE MESH FENCE �I TO SUPPORT FILTER FABRIC N %/ � / /'/'/'/'/'/'/ � BURY BOTTOM OF FILTER a MATERIAL 8" TO 12" 6' MAX REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-902 NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN REVISION DATE FILTER FABRIC FENCE JANUARY 2018 CITY OF EDMONDS FILTRATION SYSTEMS T PUBLIC WORKS STANDARD - DEPARTMENT DETAIL St. 189� APPROVED BY: R. ENGLISH E R - 9 00 SCALE: 1" =10' NEW GATE, NEW SECTION OF FENCE GATE, oNEW ALONG DRIVEWAY tio� CONNECT FENCE TO ---- - - - - - - SOUTH FENCE o / LLI Q NEW CONCRETE REPLACE F CE I I WALK UTH I I I PROPERTY LiNE 1 TYP DEMO DOG RUN � - - - - - I I I AND SLAB @ RUN I ❑ I I I I I ❑ I 1 CONCRETE OR El I j I PAVER PATiO 16'-0" 1 1 I I I 489.� 5q ft I I I / CONCRETE WALK Ell 1 � I I I ?.6 5a ftI I NEW CONCRETE I I - - - - - - - - LANDING AND STEPS NEW CONCRETE OR I I PAVERS Cad WALK I I I I I I I I I \ I I I I 1 I I I I I I I I I I O INSTALL I I I CURB/RE AiNiNG 1 WALL AS NEEDED 1 O I 1 I I I I I ALONG ALK I I I I I I .-LE WALK AND I I I ANTiNG BED TO SLOPE AWAY FROM I I I HOUSE L _ ______L____ _1 DEMOEXiSTiNG 1 1 GATE AND FENCE L - - - - - 1 LiNE HERE REPLACE BRICK 1 WALL, MATCH EX REPLACE STEPS, l INSTALL NEW 1CONCRETE STRIP CONCRETE STEPS DRIVEWAY ILLI 'A INSTALL FENCE AND NEW GATES 1 REPLACE FENCE & GATE ALONG NORTH PROPERTY LiNE TYP LOT COVERAGE: LOT AREA: 6,586 SF EXISTING HOUSE: 1001.8 5F EXISTING PORCH: 230.4 SF NEW ADDITION: 342.6 SF NEW PORCH AND LANDING: 51.3 SF NEW DETACHED GARAGE: 489.3 SF PROPOSED LOT COVERAGE: 2115.4 SF IMPERVIOUS SURFACE: EXISTING TO REMAIN: 1523.5 SF EXISTING HOUSE, PORCH AND ROOF PORCH: 96.9 5F EXISTING WALKWAYS TO REMAIN: PROPOSED NEW AND/OR REPLACED: NEW ADDITION AND ROOF: 347 SF NEW PORCH, LANDING, PATIO, AND WALKWAYS 650.8 SF (NEW/REPLACED): NEW DETACHED GARAGE AND ROOF: 607.5 SF NEW DRIVEWAY AND TiRE TRACKS AT FRONT: 178.E SF PROPOSED NEW AND REPLACED IMPERVIOUS SURFACE: 1783.9 SF TOTAL IMPERVIOUS SURFACE: 3404.3 SF PROPOSED NEW AND REPLACED IMPERVIOUS SURFACE UNDER 2000 SF I I CONSTRUCTION STOCKPILE LOCATION, COVER W/ PLASTIC SHEETING REPLACE ALL FENCES, TYPE VERIFY SiDE SEWER LOCATION '6 � U OQpS�_� �m 15' ALLEY 1973 HEIGHT CALCULATION FOR MAIN HOUSE *REFER TO SURVEY FOR DATUM ELEVATION A = +199' B = +200.3' C = +200.2' D = +199.4' AVERAGE GRADE = (A+B+C+D) / 4=199.7' MAXIMUM HEIGHT = +224.7' PROPOSED HEIGHT = 224.6' (REFER TO SHEETS A2.0 & A2.1) APPROVED BY PLANNING 9 O Jul 01 2020 USE EXISTING AND PROPOSED DRIVEWAY FOR CONSTRUCTION ENTRANCE 201.0' o / 2-6"+/- oU-1< cz ❑I I I I I I F_- I I (DEMO I I I I EW II WALKWAY ❑� 1 DETACHED 1I o I , GA�2AGE I 489 5GI ft I IDECK EXIST NEW pAT 1 Ilk D=+,199.5' L- --+-- - - I ---}- I I 0 I r - -NEW-LANK I� --fr - � f�41d =Q J AND STAIR 1 3 .6 5GI ftl I 1 i 1 ARDI 17-4 3/8" I o EXiSTiN SIDE YAP, IIIII 1IIII \\ \ \ \ \ \\ + I II1 I I I 1 \ I� 825 MAjIN STREET-�- EDMONgS, WA 98020 I I ADIPiTiON TO I E ( EXiStING S.F.R. I I PAN I rl I II I DEMO EXIST I EXISTING SiPE SEWER LOCATION (CONFIRM iN FIELD); 2 4 MODIFY CONNECTION AT J LOCATION OF NEW ADDITION - DEMO WALKWAY 200.3 LiNE OF EXISTING AREA OF O„ HOUSE TO BE EQ. DEMOLISHED iDE RD ALL NEW DOWNSPOUTS TO 618" SPLASHBLOCKS, 0 11) TYP D GIAS I I I O I I I I II I 1 O I I I II I I I I I li I I LU U� =+19 , EX P CH- I C 2�( L / -- I - - I I I SS - l Si\Lu SSEX ocq CZ WA K � 11 I ---- �WM EX SIDEWALK(` � 0 NI INSTALL NEW PORCH DEMO \ WALKW Y VERIFY SiPE SEWER 2 I LOCATION RES U B Jun 01 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 201.2' NOTE: 825 MAIN STREET 1. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13. 2. FiLTER SOCKS TO BE ADDED TO ANY CATCH BASINS DOWNSTREAM FROM THE CONSTRUCTION SiTE PER CiTY OF EDMONDS ER-902. 3. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS. CiTY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. 4. CiTY OF EDMONDS REQUIRES EROSION CONTROL MEASURES TO KEEP ALL CONSTRUCTION MATERIALS/DEBRIS ON SiTE DURING CONSTRUCTION. INSTALL A FiLTE FEN E AS NEED D PE CiTY OF ED ON DETAIL ER-900. N � N SITE PLAN SCALE: I" =10' ENGINEERING DIVISION APPROVED AS NOTED NGriggs 06/24/2020 **SEE COMMENTS ON PLANS FOR BLD2020-0398. AIN HOUSE UNDER PERMIT #BLD2020-0398 TACHED GARAGE UNDER PERMIT #BLD2020-0397 LU U o Z wc:) LU Q w � 00 � �^ VJ �/� U) Q LU z U) Q � 0 Lo D o 0 Q w a_ 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: 4/17/2020 REVISED: 5/28/2020 PERMIT SET SITE PLAN 02 LEGAL DESCRIPTION (PER STATUTORY WARRANTY DEED RECORDING# 200903240217) TOPOGRAPHIC & BOUNDARY SURVEY LOT(S) 30 AND 31, BLOCK 78, CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 39 OF PLATS, PAGE(S) 2, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BASIS OF BEARINGS NAD 83(91) WASHINGTON NORTH STATE PLANE COORDINATES PER GPS OBSERVATIONS. REFERENCE R1. PLAT OF CITY OF EDMONDS, VOL.2, PG.39, RECORDS OF SNOHOMIS COUNTY, WASHINGTON. R2. SURVEY AUDITORS FILE NO. 9012115012, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. R3. SURVEY AUDITOR'S FILE NO. 200611085163, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. VERTICAL DATUM NAVD881 PER GPS OBSERVATIONS. m0 SURVEYOR'S NOTES 1. THE SURVEY SHOWN HEREON WAS PERFORMED IN JULY OF 2019. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE SERVICE (800-424-5555). 4. SUBJECT PROPERTY TAX PARCEL NO. 00434207803000 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 6,586 ±S.F. (0.15 ACRES) 6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN HEREON. 7. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. LEGEND +] AREA DRAIN ;•; NAIL AS NOTED 0 ASPHALT SURFACE PAVER SURFACE XS�SbZSZSb�SbZS BUILDING P ❑ POWER METER CENTERLINE ROW P POWER (OVERHEAD) coo CLEANOUT PP O POWER POLE 0 CONCRETE SURFACE REBAR & CAP (SET) RETAINING WALL ROCKERY DECK SS SEWER LINE X X FENCE LINE (CHAIN LINK) (v) SEWER MANHOLE FENCE LINE (WOOD) STORM MANHOLE C ❑ GAS METER SD STORM DRAIN LINE ❑0 INLET (TYPE 1) SIZE TYPED TREE (AS NOTED) ►�� MONUMENT IN CASE (FOUND) WM^ WATER METER VICINITY MAP 0 a N.T.S. Ae SITE Y:\Civil\Civil Internal\Naushin\190515\Drawing\DWG Support Files\VMap\Capture.JPG Xl--\ 4) SD SD SD Sp CB (TYPE 1) RIM=181.32' IE 6"PVC(NE.)=178.92' IE 6"PVC(E.)=178.82' IE 6"PVC(E.)=178.82' IE 24"CMP(W.)=175.32' I I �0\ �� I �� CB (TYPE 1) RIM-198.57' IE 6"PVC(N./W.)=195.47' X -SD- SID w z iD SD Y � U SET REBAR/CAP 0- LS# 37547 3.00' OFFSET NORTH ° 196.E OF PROP COR 19&5 ROCKERY o^ 0 98s 6" DEC FENCE COR �p FENCE CSR99 0.6'S & 1.9'E o0 0 0.6' N OF PROP COR 16.8' F BLOCK WALL .00 SID W FENCE COR 0.7' ,9 N 88°40'41" W 9.81' SHED 99.21 JN 199.0 h� 6. ^00199.46 199.5 �r 0 ROOF EL=209.51 SET REBAR/CAP LS# 37547 NCE END 0.8' E 34.2' I 99.77 no ni 5.4' c�' FENCE 1.0' E x oo� g; o0 62CON C 2 0 . 0.2' E •FF EL=200.2' OF EL=212.6' N o°6 FENCE 9938 GARAGE 06 '�•d, 0.4' E FOUND REBAR/CAP FOUND MON IN CASE 13 LL WOOD ti92s FOOTPRINT=367 fSF DOWN 0.2' BELL S T BRASS DISK, DOWN 0.2' o� I ,p .•• 0 N 88'40'00" W 628.98' MEAS (630.00' R1, 628.88' R3) .11c, �99 ,99.3 198o� 20.2' '� a 1O" CH199.5 200.35 LA`f Mo .o. o. •• 2W.67 • 200.62 30' � CON C 2oo.s ROW b TT�T7 I o� WALL EAVE e�D !9 cn o�. c5 • 200 53 €��j FENCE N L 0.9' E DECK 96� 9.3 > oN 2oo0so, i Lr) - 1: UN�I L > z^ N �a e I e� �1 I e�➢ I-�®hJ w -, I II �G�O�II m.•lI�IWN^ �e ODN � rn 61.2 99 O .^s 8 co)O 0 CO�N0000 23. 'F =1 wZ PORCHO611 CH �N ,n E. ° 19Ld ^oo p I Ld LLI I _AA�ROW30' x90 o0�r� r� COQ l G�) 20�� 00.10 I� L. o o �? I �v G��\ 9 O 6,� P 329.48' O o ,,, d I,- r It o r w O N 88'41'23" W 629.02' MEAS (630.00' R1, 628.92' R3) O i� � h p _ < �� N I � Q O� I-mW MAIN ST �� z M o z $ co � FOUND MON IN CASE � BRASS DISK, DOWN 0.3' �0 CHIMNEY � 99.92 O I N L.9 d 000 ,0 L Z 00 O I HOUSE NO. 825 • , 8a CH 6 W LL 8 CH o`; FOOTPRINJ= 1,124 fSF c� FENCE N I 0.5' w ,��° 1o0.2' W FENCE COR FENCE END 0.4' E o 0.1' W GAT ook I9. x 6.3' Co. 17.4 A. FF ,EL=2 2.7 d , o o 0 o• o , --? � •-• d N N FOUND MON IN CASE I �^ CONIC •• RODF °FL 22�.8 -EAVE W QD• PORCH 2O2.33 ,202.36 5 � N STEPS BRASS DISK, DOWN 0.8' o 0 0 ,- x0� ' • • zoo. •• `tik 4. BRICK o0. BRICK CONC 4' GATE , o WALL 1o1 c" � a ss m WALL WALL d A o CONC ROCKERY d STEP So 4 2003 •, o. � � d yo CONTROL MAP � Q � N I o FENCE COR ° N.T.S. 0.4' w d .• 6 0 . ' CONC ° • GQTE� oo� tio° o Cp oo. STEPS ; 99ROCKERY FENCE'OEND ROCKERY .3 1 .70 , 99.71 do° °, • I • 0.3' 0.3' W 9 . 1?m zz p 7 O O O :d oo. 97.1 • 197,4 ° 198. 198.69. 201. • , • • ° &8 41 23 . .59,.9® �' cl . 199.7 • A d , tl WM • d • : . e d SET PK NAIL P W/ WASHER P. • ° : a ° .° 'P per- P ° P am' • ' °• �• "P A,99,2 .I PP P P - 37547 �� CURB 9 e, '-- �� 3.00' OFFSET SOUTH ' o^�o I CURB SET PK NAIL SEWER CLEANOUT OF PROP COR I W/ WASHER RIM=194.44 O LS# 37547 I 3.00' OFFSET SOUTH o o I OF PROP COR SS SS SS o SS ss ss ASS MAIN SAT SSMH RIM=175.23' IE 8"CONC(E./W.) =167.18'(C.C.) STEEP SLOPE/BUFFER DISCLAIMER: THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT ARE BASED SOLELY ON OUR GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE PUBLIC DOCUMENTS; AS SUCH, TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY, THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY SETBACKS OR OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR. N" 00 N 88'41'23" W 629.02' It �o It 329.48' RESUB Jun 01 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w '^ VJ W M o w Q Q Z ::) m Ui z r'- N �: N o o r\ N M o O U Z w '^ V) w W (n z_ Q N 00 rn Q � z � z U_ _ Q U) O W � Z) Q LID N 00 p Uj 0 z 0- 0 i c��\ 1�^, 1� � co W ^W` C C Q 4-Al a--) Q Q � m Z3 N O 00 co LnLn N N L a-J V) d- C � CD O JOB NUMBER: 190515 DATE: 07108119 DRAFTED BY. IDV-PSC CHECKED BY: VVB SCALE.- I" = 10' REVISION HISTORY SHEET NUMBER 4 !lC 4 q 1 A3.0 A3.0 B A3.0 F- - - - - - - - - - - - - - - - - - - - - - - - - - -I I I r- - - - I I - - - - - - - - - - - - - - - - - - - I I 20-8" I I I I I I I I I I I I I I I I GARAGE FOUNDATION I � I N I I I I I I I I I I I I I I I I I I L- - - - I I I I I I - - - - - - - - - - - - - - - - - - J I I J I L- - - - - - - - - - - - - - - - - - - - - - - 3 A .0 B LiNE OF STAIR AND LANDING A3.0 ABOVE ,, 24'-10 3/6"+/- CRAWLSPACE NEW GARAGE FOUNDATION PLAN SCALE: 1/4" = 1'-0" EXISTING WALLS ® NEW WALLS �Al A3.0 A3.0 A q A3.0 A3.0 ADDITION AT MAiN HOUSE UNDER SEPARATE PERMIT N VENTILATION REQUIREMENTS @ DETACHED GARAGE ATTIC VENTILATION NOTES: FOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL TO /30015 PERMITTED PROVIDED THAT AT LEAST 40 PERCENT AND NOT MORE FHAN 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY /ENTiLATORS LOCATED iN THE UPPER PORTION OF THE SPACE TO BE /ENTiLATED AT LEAST 3' ABOVE THE EAVE VENTS WiTH THE BALANCE OF THE :EQUiRED VENTILATION PROVIDED BY THE EAVE VENTS. JEW TOTAL ATTIC AREA 9 NORTH = 338.3 SF :EQUiRED VENTILATION =1.13 SF OR 162.4 SQ INCHES 'ROViDE CONTINUOUS RIDGE VENT = MiN 81.2 SQ INCHES 'ROViDE (2) 2" VENT HOLES PER BAY AT EAVES = MiN 51.2 SQ INCHES LiNE OF GARAGE FLOOR "P FiRE RATED EAVE 5SEMBLY PER DETAIL A3.0 ADDITION AT MAiN HOUSE UNDER SEPARATE PERMIT A A3.0 23 GARAGE 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. REFER TO WINDOW AND DOOR SCHEDULE FOR MORE INFORMATION. GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) NEW DETACHED GARAGE (UNCONDITIONED) 338.3 SF GARAGE MANUFACTURER B T A3.0 :E RATED WALL WALL PER 2/A3.0 5' ACK iON AT MAiN UNDER ZATE PERMIT MAIN HOUSE ADDITION UNDER SEPARATE PERMIT DOOR SCHEDULE R.O. DIMENSIONS *SEE NOTE 1 DOOR LEAF DIMENSIONS AREA ID WIDTH HEIGHT W HT TYPE THICK (SF) NOTES U-VAL T 01 8'-41/2" 8'-2 1/4" 8'-0" 8'-01, ROLL UP 0'-1 3/4" 12.10 GARAGE DOOR; TEMPERED .20 7VEL0 S U B 02 8'-41/2" 8'-2 1/4" 8'-0" 8'-01, ROLL UP 0'-1 3/4" 12.10 01 2020 F EDMONDS 03 3'-2" 6'-101/2" 3'-0" 6'-8" SWING O'-1 3/4" 2.60 20 MIN FIRE RATED DOOR W/ 5ELF-CL05ER .20 DAP"MFNRVICES EXTERIOR: MARViN OR APPROVED EQUAL FIBERGLASS OR CLAD GARAGE DOOR: TO BE SELECTED 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 w i w � � U co AS SCHEDULE ROLL UP w \ J w w U � a AS SCHEDULE SWiNG WINDOW SCHEDULE ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER AREA (SF) NOTES U-VA WIDTH HEIGHT GARAGE 01 5'-0" 4'-011 6-101/2" D 1 D.H. 15.50 1 0.30 TOTAL EXTERIOR WINDOW AREA: 15.5 MANUFACTURER: MARViN OR APPROVED EQUAL SERIES: FIBERGLASS OR CLAD 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 N 5. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS KEY A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE S.H. = SINGLE HUNG H = HOPPER I, AS SCHEDULE t N w D U Lu U o z W O LV 0 LiJ 0� 00 47 ��^^ VJ U) Q LIJ z U) Q O Lo 00 Q LLB n 9716 REGISTERED ARCHITECT elW /pl. Ae -- 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: 4/17/2020 REVISED: 5/26/2020 PERMIT SET GARAGE FOUNDATION, MAIN AND ROOF PLANS GARAGE ROOF PLAN SCALE:1/4" = 1'-O" A1,0 — HEIGHT LiMiT FOR GARAGE EL = 214.9'-�* . . — — — — — — — — — — — — — — — — — GARAGE RiDGEEL=13'-51/4"�=213.61----------------------- —_ SOUTH ELEVATION SCALE:1/4" = 1'-0" CONTINUOUS RIDGE VENT, TYP 30 YR ARCHITECTURAL ASPHALT COMPOSITE ROOFING TO MATCH EXISTING 5/4X WI) FASCIA TO MATCH EXISTING CEDAR LAP SiPING W/ CORNER HEIGHT LiMiT FOR GARAGE EL = 214.9'�k,_ _ _ BYAARDS TO MATCH EXISTING — — — TP GARAGE RiDGE EL=13'-51/4" (EL=2 —-(f.0-.Ri GARAGE PLATE EL == 9'-0" (EL=209 (T.O. PLAi GARAGE FLOOR EL =-Q'-O AVENGE G1�ADE EL FO1�ATA�=1-99?3—�''_ _ _ WEST ELEVATION SCALE:1/4" = 1-0" 36" HiGH GUARDRAIL ASSEMBLY TYP. EXISTING SiPING TO REMAIN GARAGE EX. NEW EX ROOF TO REMAIN EX CHIMNEY TO REMAIN NEW N�W -224-7-— _ — — - — - — EX RIDGE EL = 30'-101/4"+/- (EL = 225.8'),� (T.O. EX RiDGE)'�' DD N-KTP1 E!?t—= 2 /' i•`C 2 — - - (T.O. EX F\IPGE)I- E> UPPER FLR PLATE EL = 23'-11 1/2"+/- EL = 218.9' --— — — — — —— --— (T.O. EX PLATE)j-' W 12 EX AND PROPOSED UPPER FLOOR _EL=18'-41/2"+/- EL = 213.3' (T.O. EX AND NEW SUBFLOOR) mi ,OP05ED MAiN FLOOR = 7'-9"+/- (EL = 2027) _ _-- "�- ------ AVERAGE GRADE EL=199.7' T �NP:J-------1? J -- ----- - -"'.- - ---- --- -- PRE-FAB EGRESS WINDOW WELL iF REQ'D FOR NEW EGRE55 ----- WINDOW EXIST LOWER FLOOR EL = 0'-0" EL=195.2' (T.O. EXIST SLAB) MAIN HOUSE ADDITION UNDER SEPARATE PERMIT RESUB Jun 01 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LU U o z w o LU 0 w � 00 M U Q W z cn � Q o O N 00 r) Q W n 9716 REGISTERED ARCHITECT GST DIMICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONIDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 4/17/2020 REVISED: 5/26/2020 PERMIT SET EXTERIOR ELEVATIONS A2,0 EX RIDGE EL = 30'-101/4"+/- (L = 225.8')— (T.O. EX RIDGE) NEW ADPITi0f-FZ)(w-E--_5L---_ /-(€ -2�44G _____ =-___ =-___=-___-___ =-___=-___--------- ----- (T.O. EX RIDGE) EX. ROOF 12 31/2 EX UPPER FLR PLATE EL = 23'-11 1/2"+/- (EL = 218.9] . ------- (T.O. EX PLATE) EX. SiDiNG TO REMAIN EX. ROOF EX AND PROPOSED UPPER FLOOR EL=18'-41/24/- (EL 213_3)— _ (T.O. EX AND —NEW 5U5F- ON \) EX. PORCH EX AND PROPOSED MAiN FLOOR EL = 7'-9"+/-(EL = 202.7')— — — (T.O. EX AND NEW SUBFLOOR) AVERAGE GRADE EL =19 7' D.S., — — — — — — — — — — — — — — — — — — — — — — EXIST LOWER FLOOR EL = 0'-0" (EL=195.2) — — — (T.O. EX15T 51-AB) EAST ELEVATION SCALE:1/4" = 1'-0" T CONTINUOUS RIDGE VENT, TYP HEIGHT LiMiT EL = 224.7' — 30 YR ARCHITECTURAL ASPHALT COMPOSITE ROOFING TO MATCH EXISTING D.S. � E 5/4X WD FASCIA TO MATCH i EXISTING ull�ll 1, 'm TO MATCH — — — — — — — — — — \— — — — _,or -- HEIGHT LiMiT FOR GARAGE EL = 214.9' — — — — — — — — — GARAGE_Ri — —=13'-51/4" EL=213.6) ( 0. RIDGE-) — — — — — — — GARAGE PLATE EL = 9'-0" (EL=209.2') (T.O. PLATE) N l -)I� E -4 - : EX GRAPE GAR,�(,F El QL — — — (F - — - — - — - — - — - — APE — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - _ �A VERAGE GRADE EL FOR GARAGE=199.9' 30 YR ARCHITECTURAL ASPHALT COMPOSITE ROOFING TO MATCH EXISTING CONTINUOUS RIDGE VENT, TYP 5/4X WD FASCIA TO MATCH EXISTING 7 HEIGHT LiMiT FOR GARAGE_ - GARAGE RIDGE EL=13'-51/4" DEL-21,-�-6'� -------- - (fi0.1�IDGE) — — — — — — - GARAGE PLATE EL = 9'-0" (T.O. PLATE) CEDAR LAP SiDiNG TO MATCH EXISTING TYP t EXISTING SiDiNG TO REMAIN EX ROOF EX RIDGE EL = 30'-101/4"+/- (EL = 225.6) (T.O. EX RIDGE) - — - — - - HIGF T LIRrliTft — - _ - — — — - (T.O. EX RIDGE) 12 12 31/2 ) �-- 5 3/4 Y EL� 11111111111uIIIIIIIIIIII� NORTH ELEVATION @ GARAGE SCALE:1/4" = 1'-0" f►iGEml EX CHIMNEY EX UPPER FLR PLATE EL = 25'-11 1/2"+/- _ _ EL=2182 (T.O. EX F LATE) EX AND PROPOSED UPPER FLOOR J EL=18'-41/2"+/- (EL = 2130) (T.O. EX AND NEW SUBFLOOR) 36" HiGH GUARDRAIL ASSEMBLY TYP. EX AND PROPOSED MAiN FLOOR J EL = 7'-9"+/- (EL = 2027) (T.O. EX AND NEW SUDFLOOR) AVERAGE GRADE EL=199.7' 7d--, EX GRADE EXIST LOWER FLOOR EL = 0'-0" (EL=195.2') (T.O. EXIST SLAB) RESUB Jun 01 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LU U o z w O LU W 00 ��^^ v! U Q LU z U) Q � O N oo 0 Q W a_ 9716 REGISTERED ARCHITECT tOF ICHELLE HELGESON 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: 4/17/2020 REVISED: 5/26/2020 PERMIT SET EXTERIOR ELEVATIONS MAIN HOUSE ADDITION UNDER SEPARATE PERMIT A2,1 BUILDING SECTION A SCALE:1/4" = 1'-O" FB TYP NEW ROOF ASSEMBLY @ GARAGE -30 YEAR ARCHITECTURAL A512HALT COM12051TE ROOF -HENRY BLUESKiN RF200 DRAINAGE PLANE INSTALL SHINGLE FASHION OR BETTER -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -5/8" GWB -PVA PRIMER (2) 2" DIAMETER HOLES PER BAY W/ NON -CORROSIVE WiRE INSECT SCREEN 2" CONTINUOUS FLUSH VENT W/ NON- CORROSIVE WiRE INSECT SCREEN — METAL DRiP EDGE, TYP K-STYLE METAL GUTTER & DOWNSPOUT TO MATCH EXISTING 5/4x_ WD FASCIA TO MATCH EXISTING PROFILE, PAINTED TYP CONCRETE SLAB ON GRADE @ GARAGE -4" REINFORCED CONCRETE SLAB ON GRADE PER STRUCTURAL ENGINEER, SLOPE PER PLAN -10 MiL POLYETHYLENE VAPOR DIFFUSION RETARDER -6" GRAVEL (NO MORE THEN 5% FINES) -UNEXCAVATED SUBGRADE SIM TO TYPICAL WINDOW DETAILS TYP NEW EXTERIOR WALL ASSEMBLY @ GARAGE -HORIZONTAL CEDAR LAP SiDiNG TO MATCH EXiSTiNG -HENRY 13LUESKiN VP100 BUILDING WRAP OR BETTER -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -1/2" GWB P.T. SiLL PLATE OVER SiLL SEALER, TYP TREMPROOF 250GC, XYPEX OR APPROVED _ EQUAL WATERPROOFING 9 ALL NEW BELOW - GRADE FOUNDATiONS, TYP EX GRADE INSTALL NEW 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK PER CiTY OF EDMONDS REQUIREMENTS; TiE INTO EXISTING DRAIN SYSTEM. SURROUND 4" PERFORATED PVC PiPE DRAIN BY 6" MiN 1" MINUS WASHED ROCK ENCIRCLED WiTH NOW WOVEN GEOTEXTiLE FILTER FABRIC (MiRAFi 14DN, SUPAC 4NP OR SiM); AT HIGHEST POINT PERFORATED PiPE INVERT SHOULD BE AT LEAST 6" BELOW BTM OF SLAB FLOOR OR LEVEL OF CRAWLSFACE. DISCHARGE PiPE FOR SUBSURFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. ' WALL SECTION SCALE: 1/2" = 1' 0'' BUILDING SECTION SCALE:1/4" = 1'-0" EXTERIOR WALLS GA FiLE NO. WP 8105 GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS EXTERIOR SiPE: ONE LAYER 48" WiPE 5/8" TYPE X GYPSUM SHEATHING APPLIED PARALLEL TO 2X4 WOOD STUDS 24" O.C. WiTH 1 3/4" GALVANIZED ROOFING NAILS 4" O.C. AT VERTICAL JOINTS AND 7" O.C. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY DE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS. INTERIOR SiDE: ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD, WATER- RESISTANT GYPSUM BACKING BOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WiTH 61) COATED NAILS, 1 7/8" LONG, 0.0915" SHANK,1/4" HEADS, 7" O.C. (LOAD -BEARING) FIRE RATING DETAIL NTS 1 HOUR FiRE THiCKNESS: APPROX. WEIGHT: FiRE TEST: 47,-48, VARIES 7 F5F SEE WF 3510 (UL R3501- 9-17-19, UL DESIGN U309; UL R1319-129, 7-22-70, UL DESIGN U314) _----------------------------------------------------- I TYP NEW ROOF ASSEMBLY Cad GARAGE I I METAL DRiP EDGE, TYP I I 1 5/4x_ WD FASCIA TO MATCH I EXISTING PROFILE, PAINTED I I I I I 1 I I 1/2'' T&G SOFFIT I I I I I I I I I 5/8" TYPE "X" GWB FROM TOP PLATE TO ROOF I SHEATHING PER R302.1(2)b. 1 I 1 1 NO EAVE VENTS PERMITTED iF EAVE 15 WiTHiN 10' OF DETACHED GARAGE; PROVIDE ON -THE- j 1 ROOF INTAKE VENT PER DETAIL I I I I I I 1 I 1 I 1 I 1 I � I TYP FiRE-RATED EXTERIOR WALL ASSEMBLY ----------------------------------------------------- TYP 1-HR RATED EAVE ASSEMBLY- UNVENTED *REQUIRED AT ALL EAVES WiTHiN 10' OF MAiN HOUSE RESUB Jun 01 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w U o Z w o W 0 w � 00 rn U Q 3: W z cn � Q o O Lo CN D o0 Q w n 9716 REGISTERED ARCHITECT GST DIMICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S+ I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 4/17/2020 REVISED: 5/26/2020 PERMIT SET BUILDING SECTIONS, WALL SECTIONS AND DETAILS MAIN HOUSE ADDITION UNDER SEPARATE PERMIT A3,0 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/A4.1 EXTERIOR SHEATHING DETAIL 1/2" GWB 15/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 13/A4.1 PER TYP DETAIL 14/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 HEAD4 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 � OVER BOTTOM � ASSEMBLY TYP EXTERIOR WALL ASSEMBLY NAILING FLANGE \ HENRY BLUESKiN WP25 WD TRiM PER TYP SELF-ADHESIVE WATERPROOF \ @ CORNER DETAIL 12/A4.1 MEMBRANE INSTALL PER DETAIL 8/A4.1 WINDOW FLASHING WD TRiM PER TYP DETAIL 14/A4.1 1. CUT THE 13LUESKiN FLUSH WiTH THE ROUGH 15. REPEAT 5TE12511-14 TO SEAL ALL EDGES OF THE OPENING RO: SiLL, JAMB5, AND HEAD HENRY BLUESKiN WEATHERSTRIPPING TYP 2. CUT THE 13LUESKiN AT 45 DEGREE ANGLE TO A 16. INSTALL THE WINDOW ACCORDING TO THE Q2 HENRY POiNT 9 UP AND 9" OUT FROM THE UPPER CORNERS MANUFACTURER'S SPECIFICATIONS. UNLESS SELF-ADHESIVE WATERPROOF OF THE ROUGH OPENING SPECIFIED, SEALANT 15 NOT REQUIRED BEHIND THE BLUESKiN WP25 MEMBRANE INSTALL PER 7/4.0 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 13/A4.1 WD TRIM PER TYP DETAIL 15/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 WALL FACE (2) BEADS OF BUTYL CAULK 9. USE BOTH THUMBS FOR A UNIFORM APPLICATION FiNiSH FLOOR ALONG SILL, 1" INSIDE FRONT AN AND PRESS ON FIRMLY TYP FLOOR REAR EDGES, EXTEND CAULK 3" 10. REPEAT STEPS 8 AND 9 TO SEAL ALL CORNERS TiE-iN WiTH WEATHER RESISTIVE BARRIER INSTRUCTIONS ASSEMBLY 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 SLOPE PENETRATIONS FOR REBAR 12. FOLD BLUESKiN WP25 ALONG THE SPLIT 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 ViDE05 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 2X CEDAR TRiM 14. PEEL OFF SECOND BACKING PAPER AND SEAL SEAL WiTH HENRY BLUESKiN TAPE NUMBERS INTERIOR EXTERIOR TO BE PRESSURE DECK OR SiM ONTO THE WALL FACE/FACADE AND PRESS ON TREATED FIRMLY TYP WINDOW SILL TYP DOOR �THR�SHOLD % HENRY BLUESKIN WP25 FLASHING DTL 8 HENRY BLUESKIN WP25 FLASHING DTL @ EXTERIOR 3 1" = 1'-0" N.T.S. N.T.S. TYPICAL WINDOW NOTE: 1. INSTALL BACKER ROD AND/OR FOAM INSULATION @ ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP WOOD TRiM WD TRiM TO MATCH TO MATCH EXISTING WD TRiM TO MATCH WD TRiM TO MATCH EXISTING PROFILE, TYP EXISTING PROFILE, TYP EXISTING PROFILE, TYP WINDOW PER WINDOW SCHEDULE LiNE OF DOOR LiNE OF DOOR WINDOW PER WINDOW JAMB, TYP JAMB, TYP WOOD SiLL, WiTH SLOPE SCHEDULE DOOR PER DOOR AND DRiP TO MATCH DOOR PER DOOR SCHEDULE EXISTING SCHEDULE TYP EXT. WN �DW TRI M TYP I NT. WND W TRIM TYP EXT. DOOR TRIM TYP I NT. DOOR TRI M =1'-0" 15 1" RESUB Jun 01 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT INSTALLED Z WINDOW z sz Nlz w w m m z z LU U o z LLJ O w w °° �0^ v! U Q L U z U) Q � O N o 0 Q w a_ 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: 4/17/2020 REVISED: 5/26/2020 PERMIT SET TYP. DETAILS A4,1 ■ TA 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: 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. 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. FLOOR LIVE LOAD (RESIDENTIAL) . . . . . . . . . . . . . . . . . . 40 PSF 9 REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), ROOF SNOW LOAD (Pf) 25 PSF GRADE 40, FY = 40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. ►UJING BASIC WIND SPEED (3-SECOND GUST) . . . . . . . . . . . . . . . . 110 MPH WIND IMPORTANCE FACTOR (I w) . . . . . . . . . . . . . . . . . . . . . 1.0 WIND EXPOSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . B TOPOGRAPHICAL FACTOR (Kzt) . . . . . . . . . . . . . . . . . . . . .1.00 EARTHQUAKE: LAT. / LONG . . . . . . . . . . . . . . . . . . . . . . 47.811 / -122. 368 SEISMIC IMPORTANCE FACTOR (I e) . . . . . . . . . . . . . . . . . . . 1.0 SEISMIC USE GROUP. . . . . . . . . . . . . . . . . I MAPPED SPECTRAL RESPONSE (Ss/Si) . . . . . . . . . . . . . . 1.29g/0.45g SPECTRAL RESPONSE COEF. (SDS/SD1) . . . . . . . . . . . . . 0.86g/0.45g SEISMIC FORCE RESISTING SYSTEM: . . . . . . . . . . PLYWOOD SHEAR WALLS DESIGN BASE SHEAR . . . . . . . . . 8.66k SEISMIC RESPONSE COEFICIENT (Cs) . . . . . . . . . . . . . . . . . 0.131 SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . D RESPONSE MODIFICATION FACTOR (R) . . . . . . . . 6.5 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 CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE RETAINED UNDAMAGED WHERE NOTED ON THE PLANS. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. ALL NEW OPENINGS THROUGH EXISTING CONCRETE OR MASONRY WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. 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. GEOTECHNICAL 7. 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. 10. 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. 11. 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" 12. 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). ANCHORAGE 13. EXPANSION BOLTS INTO CONCRETE AND GROUTED MASONRY UNITS SHALL BE "STRONG -BOLT" ANCHORS AS MANUFACTURED BY THE SIMPSON COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 1771, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. STEEL 14. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE AISC SPECIFICATIONS AND CODES: A. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360) B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (AISC 303) C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. BOLTS IN SHEAR OR BEARING TYPE CONNECTIONS NEED ONLY BE TIGHTENED TO THE SNUG TIGHT CONDITION PER SECTION 8(C). 15. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM STANDARDS. PLATES, ANGLES, AND CHANNELS SHALL CONFORM TO ASTM A36, FY = 36 KSI. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, FY = 50 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE B, FY = 35 KSI. SQUARE OR RECTANGULAR STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, FY = 46 KSI. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM A307. THREADED ROD AND STUDS SHALL CONFORM TO ASTM A36. 16. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. STAINLESS STEEL 17. STAINLESS STEEL STRUCTURAL SHAPES AND STUDS SHALL CONFORM TO ASTM A276, TYPE 304. STAINLESS STEEL PLATES, BARS, AND RODS SHLL CONFORM TO ASTM A240, TYPE 304L. STAINLESS STEEL BOLTS SHALL CONFORM TO ASTM F593, ALLOY GROUP 1 OR 2, UNLESS NOTED OTHERWISE. 2X6 STUDS AND PLATES: HEM -FIR NO. 3/ STUD GRADE 24. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" Harriott Valentine Engineers Inc. BY SIMPSON COMPANY, AS SPECIFIED IN THEIR MOST RECENT CATALOG. EQUIVALENT 1932 First Avenue, Suite 720 2X AND 3X T & G DECKING HEM -FIR COMMERICAL DEX, DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC Seattle, Washington 98101-2447 MINIMUM BASE VALUE, FB = 1350 PSI APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF tel 206 624 4760 fax 206 447 6971 FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN www.harriottvalentine.com 19. ENGINEERED LUMBER MEMBERS SHALL BE MANUFACTURED UNDER A PROCESS BY THE ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL LUMBER SHALL UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UN - BE MANUFACTURED IN ACCORDANCE WITH THE APPROPRIATE NER REPORT AND GLUED LESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEA - WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL SONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. HANGERS GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. IN DIRECT CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE EITHER STAINLESS STEEL (SST300), POST HOT -DIPPED GALVANIZED(HDG) OR GALVANIZED WITH A MINI- PSL FB = 2900 PSI E = 2000 KSI FV = 290 PSI NER-292 MUM OF 1.850Z ZINC PER SQUARE INCH (ZMAX). UNLESS NOTED OTHERWISE, ALL LSL FB = 2250 PSI E = 1500 KSI FV = 285 PSI NER-481 LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST LVL FB = 2600 PSI E = 1800 KSI FV = 285 PSI NER-126 HANGERS, AND ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT' DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAUSER OR "IUT" SERIES JOIST HANGERS. CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST 25. NAILS - NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED SPECIFICATIONS: THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS SIZE LENGTH DIAMETER PROVIDED. 6D 2" 0. 113" 8D 2-1/2" 0. 131" ALL PROPOSED HOLE SIZES AND LOCATIONS SHALL BE SUBMITTED TO THE STRUCTURAL 10D 3" 0.148" ENGINEER FOR APPROVAL TWO WORKING DAYS PRIOR TO DRILLING HOLES. 12D 3-1/4" 0.148" 16D 3-1/2" 0.162" 20. PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE WEYERHAUSER CORPORATION AND SHALL BE FURNISHED AND IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS THEY SHALL SUBMIT INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL FOR REVIEW AND APPROVAL. NAILS SHALL BE DRIVEN FLUSH TO FACE OF BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS TO SHEATHING WITH NO COUNTERSINKING PERMITTED. THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW 26. STRONG -WALLS SHALL CONSIST OF PREFABRICATED WOOD SHEAR PANELS AS AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST MANUFACTURED BY THE SIMPSON COMPANY AND SHALL BE INSTALLED IN STRICT HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED ACCORDANCE WITH ICC ESR-1267. THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB 27. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN: JOIST PROVIDED. ALL HOLES SHALL CONFORM TO THE MANUFACTURERS SPECIFICATIONS. IF THREE OR FEWER HOLES ARE PROPOSED FOR A SINGLE JOIST, HOLES SHALL CONFORM TO THE WEYERHAUSER ILEVEL TJI ALLOWABLE HOLE CHART. IF MORE THEN THREE HOLES ARE PROPOSED FOR ONE SINGLE JOIST, ALL HOLE SIZES AND LOCATIONS SHALL BE SUB- MITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL TWO WORKING DAYS PRIOR TO DRILLING HOLES. 21. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: A. TOP CHORD LIVE LOAD . . . . . 25 PSF B. TOP CHORD DEAD LOAD . . . . . 10 PSF C. BOTTOM CHORD DEAD LOAD . . . . 5 PSF D. TOTAL LOAD . . . . . . . . . 40 PSF WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCT- STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. WOOD FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT 22. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, FINISHED GRADE. UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW 18. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CON- EXTERIOR GLUE IN CONFORMANCE WITH APA STANDARDS. ORIENTED STRAND COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE FORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND SPAN RATING MAY BE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: USED IN LIEU OF PLYWOOD. ALLOWABLE SOIL PRESSURE . . . . . . . . . . 2,000 PSF LATERAL EARTH PRESSURE . . . . . . . . . . . 35 PCF CONCRETE 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 8. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORD- STRUCTURAL LIGHT FRAMING: DOUGLAS FIR NO. 2 ANCE WITH ACI 301. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF F'C = 2,500 (INCL. 3X AND 4X POSTS) MINIMUM BASE VALUE, FB = 900 PSI 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. BEAMS AND STRINGERS: DOUGLAS FIR NO. 1 (INCL. 6X AND LARGER) MINIMUM BASE VALUE, FB = 1350 PSI 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 POSTS AND TIMBERS: DOUGLAS FIR NO. 1 THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CON- (6X6 AND LARGER ) MINIMUM BASE VALUE, FC = 1000 PSI CRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CE- STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR OR HEM -FIR STANDARD GRADE 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. 23. 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. 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. IC Project Contact Todd Valentine tel 206 624 4760 ex. 27 fax 206 447 6971 tvalentine@harriottvalentine.com Project Architect H2D Architecture + Design 23020 Edmunds Way, #113 Edmunds. WA 98020 Project Paust Residence 825 Main Street Edmonds, WA 98020 Issue Date Issue Description E3/18/20 Permit 1 V V ermit Corrections Jun 01 2020 CITY OF EDMONDS D VICES I C DEPARTMENT Building Department Approval Drawing Title GENERALSTRUCTURAL NOTES Drawing Number S100 w z w 0 W w W D n EXTEND LSL OVER SHEATH END TRUSS FRAMING PLAN NOTES H V SIMPSON STRONG WALL AND NAIL PER SW1 3 /—TYP.�OTH WALLS 3 1 2 3 1 — / — 1. SW__ INDICATES SHEARWALL TYPE PER 1932 tt Valentine Engineers Inc. 1932 First Avenue, suite 720 BLOCK ONE TRUSS BAY OUTRIGGERS 2x4 @ 24"oc I SSW 18x9 i SSW 18x9 SCHEDULE 8 S4.0. REFER TO DETAILS FOR / Seattle, Washington 98101-2447 W/ 2x6 @ 48"oc WITH (3) 16d TO TRUSS 7/S2.2 ��+ 7/S2.2 TYPICAL SHEARWALL CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL tel 206 624 4760 fax 206 447 6971 PANEL EDGE NAILING PER PRE -MANUFACTURED — — — WALL INFORMATION. www.harriottvalentine.com (3) 16d AT BLOCKS PLAN (8d @ Coc U.N.O.) TRUSSES PER PLAN 2. REFER TO GENERAL STRUCTURAL NOTES FOR BLOCK FULL -DEPTH FLOOR OR ROOF SHEATHING TYPE, THICKNESS, L (VENT PER ARCH'L.) AND NAILING. (3) 16d I• 3. COLUMNS SHALL BE DOUBLE STUD MINIMUM, FACENAIL UNLESS NOTED OTHERWISE. SEE 11/S4.0. AT BARGE (5) 12d 2+� ��+� RAFTER 4. AT ALL SHEARWALLS PROVIDE DOUBLE TOP TRUSSES 03 PLATES AND SPLICE PER 12/S4.0. NOTCH GABLE END / PER PLAN 5. POSTS 0, INCLUDING ENDS OF WALL OPENINGS, TRUSS OVER WALL •�--- SHALL BE (2)2x4 UNLESS NOTED OTHERWISE. FOR OUTRIGGERS SHEATHE GABLE END BRACES 2x4 @ 48"oc, NO STEEPER THAN 1:1 A35 PER SW SCHEDULE 4 TRUSS TO MATCH SW „ / ;"�'�, ;,'���'�, (@ 48"oc ELSEWHERE) 2 BELOW A34 EACH SIDE OF BRACE � 4 2. (HEADER AT SOME TRUSSES SHEARWALL PER PLAN A35 PER SW SCHEDULE LOCATIONS) SHEARWALL PER PLAN N @ 24oc N 3/41) = 1'-0" 3/4" = 1'-0" 4 2 2x8 W1 3 ` 2. OUTLINE WALL BEYOND SHEARWALL PER PLAN #4 @ 16"oc VERT. (CENTERED) 2 GARAGE ROOF FRAMING PLAN S2.2 scale: 1/4" = 1'-0" #4 @ 16"oc VERT. THERMAL BREAK PER 26 P.T. PLATE WITH #4 @ 10"oc HORIZ. (CENTERED) 7\\ ARCH'L. 5/8"0 ANCHOR BOLTS PER [(2) AT TOP OF WALL] 0 0 ' SW SCHEDULE (@ 48'oc #4 @ 10"oc HORIZ. SLAB -ON -GRADE ELSEWHERE) SLAB -ON -GRADE F---- PER 8/S2.2 y PER 8/S2.2 II • 3927AL PAVING PER ARCH'L. // % '%/i /i /i /i /i /i / x x x X x x x \\/ \/\\\/\\\ RODS FOR SSW 5 RODS FOR SSW FOUNDATION PLAN NOTES 5/28/20 x x x x x x x �,./,// /�///\� ��\�j MUST BE CAST 2. MUST BE CAST °°�° ° oo° oo °o ° 0 0�0 o o°°�° ° 000 0�°°0 ° °o ° o 0�0 g° 00 0000 IN PLACE (7/S2.2) IN PLACE (7/S2.2) 1 Project Contact ° o 000-�o°oo co o ° o°o o co 0, REQUIREMENTSYPICAL CONCRETE AND i---------- --------- — FOOTINGS. Todd valentine tel 2066244760ex. 27 fax 206 447 6971 tvalentine@harriottvalentine.com (2) #4 CONT. (2) #4 CONT. I l DRAINAGE PER ARCHITECTURAL „ 5 s 5 DRAINAGE PER „ „ ARCHITECTURAL 5 s 5 I I Project Architect H2D Architecture + Design 23020 Edmunds Way, #113 I I Edmunds, WA 98020 a Project 3/4" = 1'-0" 3/4" = 1'-0" j r Paust Residence 825 Main Street I I I Edmonds, WA 98020 4" THICK SLAB REINF. W/ i�oI& � J`� LEGEND Issue Date Issue Description W2.9xW2.9 6x6 W.W.M. CTR'D. SLAB ON GRADE 3/18/20 Permit ermit Corrections 0 HEADER PER PLAN 1 1 A A�A�A (9) SIMPSON SDS /4 0 x 3 X i PER 8/S2.2 SPAN Jun 01 2020 1 SCREWS TO BEAM PER PLAN TYPICAL x x x x f 6 MIL VAPOR BARRIER 6 I 6 D CITYOAF .ff5E VIC ES DEPARTMENT 1 > O O STRONGWALL PER PLAN < 1 _x °° 00000°� o°p�°°°°o°oo��°o (OMIT AT EXTERIOR SLABS) SLAB 8 �0°0000 008 �°° °o° 0 0°08° ° �0°°° 2 I I 2 EXTENT X SECTION DETAIL 4 FREE -DRAINING I X. GRANULAR FILL I (FB) FLUSH BEAM Building Department Approval PLAN OF SEE 6/S2.2 FOR STEM CONTROL JOINT FORMER ', FOUNDATION AND 4" MIN 4" MIN REBAR CALLOUT IN "ZIP STRIP" 11/2" DEEP i J� do o�� G� � (PT) PRESSURE -TREATED CONTROL x xJ �x x x— (JOINT MAY BE SAW -CUT �° � COLUMN ABOVE 0 o COMMON _—x °° 000 00°°� o°�o �g0000 - AT CONTRACTOR'S OPTION) o °° o°O o °°° 0° T? 0 JOINT o02000Io °°oo �ooa�°o° o °°oo _ _ _ _ _ _ _ _ _ _ _ _ CUT ALT. WIRES AT JOINT 0 COLUMN BELOW (2) #3 TIES PER ������o�o���o�o���o�o� SIMPSON 6 5 NEW STRUCTURAL WALL �2nd POUR 1st POUR 2. �"" 7/8" 0 THREADED ROD -- PLASTIC JOINT KEY EXISTING STRUCTURAL WALL I I NUT AND ANCHOR IN "MEADOW BURKE" NEW CONCRETE WALL I I ; BOTOTM CONSTR. x x x x— STOP REINF. 1 " CLEAR OF Drawing Title GARAGE ROOF AND _—x o °g°°o o- � °°��°°— �—o ��� JOINT EACH SIDE JOINT O'S50�o 0,%,0 oo�oQ°��o°oo EXISTING CONCRETE WALL FOUNDATION PLANS ° o °.°° °°°°° GARAGE FOUNDATION PLAN S2.2 y ALL -THREAD HOLDOWN AT �� END of SHEARWALL ABOVE (10/S4.0) oo scale: 1/4" = 1'-0" STRAP HOLDOWN AT cs� Drawing Number SLAB —ON —GRADE (NOT INSULATED END of SHEARWALL ABOVE (6/S4.0) � Q S123/4 = 1 —0)) 3/4 = 1 —0 w z w co w co D HV 2x4 SQUASH BLOCK Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 OVER -FRAMING RIDGE BEAM PER PLAN BELOW EACH OUTRIGGER Seattle, Washington 98101-2447 PER 5/S3.0 PANEL EDGE NAILING PER 8d @ 6" oc OUTRIGGERS 2x4 @ 24"oc tel 206 624 4760 fax 206 447 6971 PLAN (8d @ 6" oc U.N.O.) 2x4 x 6'-0" LONG OUT- TO END RAFTER WITH (3) 16d TO RAFTER www.harriottvalentine.com j RAFTERS PER PLAN WITH RIGGERS AT EACH RAFTER \X • r HANGERS PER SCHEDULE BLOCK FULL -DEPTH 0 RIDGE BEAM PER PLAN (VENT PER ARCH'L.) TRIM RAFTER TAILS (3) 16d (3) 16d KING POST PER PLAN AS REQUIRED (SEE FACENAIL AT BLOCK ° BC POST CAP TOP & BOTTOM ARCH'L. FOR DIMS.) AT BARGE SHIM AS REQ'D RAFTER RAFTERS 12d @ 8"oc PER PLAN - BEAM PER PLAN NOTCH END RAFTER EXISTING ROOF f- = RAFTERS PER PLAN OVER WALL FOR BLOCK ONE RAFTER FRAMING ATTACH EX. FRAMING TO OUTRIGGERS BAY @ 48"oc NEW BEAM WITH LUS24-2 A35 PER SW SCHEDULE HANGERS (SHIM AS REQ'D) (@ 48"oc ELSEWHERE) SHEARWALL PER PLAN A35 PER SW SCHEDULE 8d @ 6" oc o THIS SECTION TO CLARIFY (HEADER AT SOME ADD'L BLOCKING LOCATIONS) SHEARWALL PER PLAN BLOCK BETWEEN RAFTERS AND NAIL TO BEAM WITH 16d @ 6" oc 3/4" = 1'-0" 1 3/4" = 1'-0" 2 3/4" = 1'-0" 3 3/4" = 1'-0" 4 PLATE NAILING PER PLATE NAILING PER SHEARWALL SCHEDULE SHEARWALL SCHEDULE ' WF BEAM PER PLAN SHEARWALL PER PLAN FLOOR SHEATHING NAILING SHEARWALL PER PLAN FLOOR SHEATHING NAILING PER PLAN PER PLAN TRIM TONGUES AND/OR TRIM TONGUES AND/OR GROOVES AT EDGE OF A35 PER SW SCHEDULE GROOVES AT EDGE OF A35 PER SW SCHEDULE ' -- - SHEATHING SHEATHING 10d BOX FACENAIL TJI's PER PLAN (BEAR 13/4 MIN.) TJI's PER PLANo'' ' �r AT TOP AND BOTTOM (3) 10d BOX EACH SIDE PLATES 3 TJI FLANGES SIDE OF BLOCKING 3927 316"21/2�, W/ /x / 16 '' ' ' " ' BOLTS 11/4" LSL RIM 11/4" LSL RIM ------------------- 5/28/20 ' (U.N.O. ON PLAN) (U.N.O. ON PLAN) SUPPORT �;�;�� '��' , ;�;'' BLOCK ONE BAY FULL- Project Contact OVERFRAMING �'' ;%�� OVFRFRAMING WOOD COLUMN PER PLAN DEPTH @ 48"oc WITH Todd valentine RAFTERS WITH - % ��' %%'\ � ,�'F�Af TERS 10d BOX EACH SIDE LSL 11/4" RIMBOARD - fax 206 447467971ex. 27 " '''' 2x4 @ 48 oc ''''' "' 2x4 @ 24 g�,- OF TJI TO PLATE - FIT TIGHT TO TJI tvalentine@harriottvalentine.com CENTERED ON ,;\;;-' ; ;;' „%;-'' SHEARWALL PER PLAN DRIVE NAILS 11/2" MIN. SHEARWALL PER PLAN TRUSSES OR ''' ' - ''' -%'-'' FROM END OF TJI 10d BOX TOENAIL EACH Project Architect RAFTERS BELOW " SIDE OF LSL TO PLATE H2D Architecture + Design 23020 Edmunds Way, #113 (ALTERNATE %; ' „ ;'''2x PLATE „%;= Edmunds, WA 98020 AS SHOWN) " ' WF BEAM BEARING ON WOOD COLUMN Project 3/8" = 1'-0" 5 3/4" = 1'-0" 6 3/4" = 1'-0" 7 3/4" = 1'-0" 8 Paust Residence 825 Main Street Edmonds, WA 98020 Issue Date Issue Description o ° 3/18/20 Permit 6ikFkn Corrections EMBED THREADED ROD FOR HOOLDOWN PER PLAN HOLDOWN TO BOTTOM OF 2x BEAM WIDTH EXISTING AND NEW FRAMING SHEARWALL PER PLAN A35 PER SW SCHEDULE urkermit FOOTING WITH 4" SQ x 1/4" NAILER WITH 5/8" 0 PER PLAN Jun 01 2020 CITY OFEDMONDS PLATE WASHER AND NUT WELDED THREADED RODS 2x6 P.T. PLATE WITH AT 24" oc 5/8"0 ANCHOR BOLTS PER BLOCK ONE JOIST BAY DEVE�PME�-sER�IC DEPARTMENT a a . a a a (COUNTERSINK) #4 @ 16"oc VERT. SW SCHEDULE (@ 48"oc FULL -DEPTH @ 48 oc �\/��/\//\,���/\��/!// (ALT. HOOKS) ELSEWHERE) — Building Department Approval \/\\/��\/��\/� \//�\/\\\ • • cL� • • \//j\/�\\/\ ..,,,._ _„" #4 @ 10" oc HORIZ. [(2) AT TOP OF WALL] JOISTS PER PLAN 2x P.T. PLATE WITH 5/8"0 ANCHOR BOLTS PER ' II• II• SW SCHEDULE (@ 48"oc °° SHEARWALL PER PLAN ELSEWHERE) A ,v. �� i % /,�/,, fIE vv vv/Vv Vv vv vv/vv/v/vwv/vv STEEL BEAM PER PLAN M i EXISTING SLAB HANGERS PER PLAN BLOCK WEBS SOLID AND ATTACH WITH BOLTS AT16 5/8" 0 THRU oc N\i °oo° B� ° ° ° a Drawin Title STRUCTURAL DETAILS ° 5" " 65A ` SEE 11 /S3.0 FOR WALL 2'-0' (4) #4 CONT. DRAINAGE PER ARCH'L. (2) #4 CONT. AND FOOTING CALLOUTS Drawing Number TOP AND BOTTOM „ 10 11 12 SIO 3/4 = 1 —0)) 1-1/2" = 1 —0 3/4 = 1 —0 3/4 = 1 —0 w z w 0 W w W ■ TA PAIRED HOLDOWN ABOVE PER PLAN PROVIDE SOLID 4x BLOCKING AND DRILL FOR ROD PAIRED HOLDOWN BELOW PER PLAN SHEATHING PER SW SCHEDULE z ONE-SIDED Fg-1 SHEARWALL SHEATHING PER SW SCHEDULE TWO-SIDED OO STAGGER ANCHORS SHEARWALL AT TWO—SIDED SHEARWALLS Q ANCHOR BOLT WITH PLATE —SHEATHING PER SW WASHER PER SW SCHEDULE SCHEDULE (0.229" x 3" SQUARE) TYPICAL SHEARWALL ANCHOR BOLT PLACEMENT 3/4" = 1'-0" 1 1-1/2" = 1'-0" 2 II SHEARWALL II II II II PER PLAN II II II 7I � SHEARWALL PER PLAN: � STRAP PER PLAN— WRAP C w UNDER HEADER AND UP I I I I I I PROVIDE HALF OF SPECIFIED INSIDE FACE OF HEADER W NAILS IN EACH END LENGTH II Ill --2�---- II II --------2-- II II -rfi - - - - II - � 11f - - - JL ----�-- II II -- --TI--- :. --TI _TF_ --IT F7 TI-- --n -7F - N HEADER N W PIROVIDE 15/8" MIN. END I II II II o W I DISTANCE FOR NAILS W :. SHEARWALL PER PLAN J W - PROVIDE STRAP AT EACH II —L III II II END OF HEADER TO MATCH II (SECTION) STRAP ABOVE — WRAP OVER HEADER AND DOWN II j INSIDE FACE OF HEADER II II TYPICAL STRAPPED HEADER TYPICAL STRAP HOLDOWN AT FLOOR 3/4" = 1'-0" 5 3/4" = 1'-0" 6 HOLDOWN SCHEDULE (2) STUDS MIN. —REFER MARK FASTENERS TO STUDS' ANCHOR EMBEDMENT LENGTH SSTB TO PLAN FOR LOCATIONS DIA.2 WHERE BUILT—UP POST EPDXY' CAST—IN4 CONSISTS OF MORE STUDS SHEARWALL PER PLAN HDU4 (10) 1/4" 0 x 21/2" SCREWS 5/8" 24" 24" SSTB20 HOLDOWN PER PLAN W/ SCREWS PER MFR. SPECS. (OR NAILS SIMILAR) 1. 10d AND 12d DIAMETER = 0.148"; 16d DIAMETER = 0.162". SCREWS SHALL I,I BE SIMPSON "SDS" TYPE SCREWS, INSTALL PER SIMPSON RECOMMENDATIONS. I I ' CONCRETE STEMWALL PER 2. PROVIDE A36 OR A307 ALL —THREAD AT EPDXY AND CAST —IN ANCHORS. II I I PLAN (6" MIN. THICKNESS) 3. PROVIDE SIMPSON "SET—XP" EPDXY PER GENERAL STRUCTURAL NOTES. SPECIAL INSPECTION IS REQUIRED. II a 4. AT CAST —IN ANCHORS PROVIDE HEAVY HEX NUT AT BOTTOM OF ALL —THREAD. ° 4 HOOKED J—BOLT MAY BE USED FOR LTT HOLDOWNS. AT EX. CONC. WALL a �I n ° AT NEW CONCRETE WALL PROVIDE ALL —THREAD PROVIDE ALL —THREAD AND 5. AT 3x SILL PLATES, PROVIDE LONGER SSTBL MODELS. AND EMBED IN EPDXY m HEX NUT OR HEADED BOLT GROUT PER SCHEDULE W � NOTE: AND EMBED PER SCHEDULE PROVIDE 5" END (HOOKED J—BOLT MAY BE AND 13/4" EDGE USED FOR LTT HOLDOWNS) DISTANCE FOR ANCHORS (MIN.) TYPICAL HOLDOWN AT CONCRETE 3/4" = 1'-0" SHEARWALL SCHEDULE (NOT ALL USED ON PLANS) MARK SHEATHING' STUDS AT ABUTTING PANEL EDGES2 PANEL EDGE NAILING3,4 RIM JOIST OR BLOCKING TO TOP PLATE BOTTOM PLATE ATTACHMENT SOLID RIM TJI RIM BOTTOM PLATE TO RIM JOIST BELOW 4 ANCHOR BOLT TO CONCRETE' SILL PLATE AT FOUND. SW1 15/32" CDX PLYWOOD 2x 8d @ 6" oc A35 @ 24"oc 16d @ 6" oc 16d @ Coc 5/8" 0 @ 48"oc 2x SW2 15/32" CDX PLYWOOD 2x 8d @ 4"oc A35 @ 15"oc 16d @ 4"oc 16d @ 4"oc 5/8"0 @ 32"oc 2x SW3 15/32" CDX PLYWOOD 3x 8d @ 3" oc A35 @ 12"oc N/A — USE SOLID RIM 16d @ Yoc 5/8" 0 @ 16" oc 2x SW4 15/32" CDX PLYWOOD 3x 8d @ 2"oc A35 @ 9"oc N/A — USE SOLID RIM 16d @ 2"oc 5/8" 0 @ 12"oc 2x SW5 15/32" CDX PLYWOOD BOTH SIDES 3x 8d @ 3" oc A35 @ 6" oc N/A — USE SOLID RIM (2) ROWS 16d @ 3" oc 5/8" 0 @ 12"oc 3x SW6 15/32" CDX PLYWOOD BOTH SIDES 3x 8d @ 2"oc A35 @ 41/2"oc N/A — USE SOLID RIM (2) ROWS 16d @ 2"oc 5/8"0 @ 12"oc 3x 1. WALL SHEATHING SHALL CONSIST OF APA RATED PLYWOOD WITH SPAN RATING 24/0. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF PANELS. 7/6" APA RATED SHEATHING (OSB) MAY BE USED IN PLACE OF 15/32" CDX. 2. STUDS AT ABUTTING PANEL EDGES MAY CONSIST OF (2)2x STUDS IN PLACE OF 3x STUDS — NAIL (2)2x STUDS TOGETHER WITH BOTTOM PLATE ATTACHMENT NAILING. 3. BLOCK ALL PANEL EDGES W/ 2x4 FLAT, ATTACH W/ PANEL EDGE NAILING. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS. END STUDS SHALL RECEIVE PANEL EDGE NAILING. INTERMEDIATE STUDS SHALL BE 2x STUDS. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH 8d @ 12"oc. 4. 8d NAILS SHALL BE 0.131" DIAMETER x 21/2" (COMMON). 16d NAILS SHALL BE 0.135" DIAMETER x 31/2" (BOX). 5. ANCHORS TO CONCRETE SHALL CONSIST OF CAST —IN —PLACE ANCHOR BOLTS, EXPANSION BOLTS, EPDXY GROUTED ALL —THREADS, OR TITEN HD HEAVY DUTY SCREW ANCHORS. CAST —IN —PLACE ANCHOR BOLTS HAVE A 7" EMBED AND SHALL BE J—BOLTS OR SHALL HAVE A HEX NUT AT THE BOTTOM END. EXPANSION BOLTS SHALL HAVE 5" EMBED AND SHALL NOT BE USED AT STEM WALL LOCATIONS WITH EDGE DISTANCE LESS THAN 5" (INSTEAD, USE EPDXY GROUTED ALL —THREADS OR TITEN HD ANCHORS). EPDXY GROUTED ANCHORS SHALL HAVE 5" EMBED AND 21/2" MIN. EDGE DISTANCE. TITEN HD ANCHORS SHALL HAVE 31/2" EMBED AND 13/4" MIN. EDGE DISTANCE. AT ALL ANCHOR BOLTS, PROVIDE STEEL PLATE WASHERS THAT ARE A MINIMUM OF 0.229" (3 GAUGE) x 3% 3" (SIMPSON BP5/8-3 OR SIMILAR). PLACE BOLTS PER ANCHOR BOLT PLACEMENT DETAIL. SHEARWALL PER PLAN NAILING TO MATCH BOTTOM PLATE NAILING PER SW SCHEDULE SHEARWALL PER PLAN SHEARWALL PE" "' ""' INTERSECTING NON—SHEARWA PANEL EDGE NAILING PER SW SCHEDULE NAILING TO MATCH BOTTOM PLATE NAILING PER SW SCHEDULE PANEL EDGE NAILING PER SW SCHEDULE "'"T' ING TO MATCH TOM PLATE NAILING SW SCHEDULE EL EDGE NAILING SW SCHEDULE TYPICAL SHEARWALL INTERSECTIONS TYPICAL DOUBLE TOP PLATE 'LAN MULTI —STUD PER PLAN WITH NAILING PER GEN. NOTES TYPICAL MULTIPLE -STUD POST CONSTRUCTION 10 3/4" = 1'-011 11 BLOCKING (OR JOIST) PER FLOOR AND ROOF DETAILS JOISTS PER PLAN (DIR. VARIES) FULL DEPTH BLOCKING (OR RIM AT EXTERIOR) BLOCK ALL PANEL EDGES SILL PLATE PER SW SCHEDULE BOTTOM PLATE NAILING PER SW SCHEDULE TOP PLATE CONNECTION PER SW SCHEDULE PANEL EDGE NAILING PER SW SCHEDULE //--- ANCHOR BOLTS & WASHERS PER SW SCHEDULE PANEL EDGE NAILING r PER SW SCHEDULE a III TYPICAL SHEARWALL SECTION 3/4" = 1'-0" 6'-0" MIN. BETWEEN SPLICES 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 Valentine tel 206 624 4760 ex. 27 fax 206 447 6971 tvalentine@harriottvalentine.com Project Architect H2D Architecture + Design 23020 Edmunds Way, #113 Edmunds. WA 98020 Project 8 Paust Residence 825 Main Street Edmonds, WA 98020 (8) 16d @ 4"oc STAGGERED EACH SIDE OF SPLICE (16d @ 12"oc ELSEWHERE) CENTER SPLICE OVER S TYPICAL TOP PLATE SPLICE CONSTRUCTION 3/4" = 1'-0" 12 5/28/20 Issue Date Issue Description E3/18/20 Permit 1 0 V V ermit corrections Jun 01 2020 CITY OF EDMONDS DE'. Et6PMENT--SERVICES DEPARTMENT Building Department Approval Drawing Title STRUCTURAL DETAILS Drawing Number S4mO w U z w 0 W w ry W a