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APPROVED BLD PLN BLD2020-0564+Architectural_Plan+10.27.2020_3.02.01_PMGENERAL NOTES PROJECT INFORMATION THESE DRAWINGS ARE THE PROPERTY OF H21), LLC. ANY REPRODUCTIONS MUST BE AUTHORIZED DY 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 (1RC), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE RESIDENTIAL ENERGY CODE AND VARIOUS CODES IMPOSED BY LOCAL AUTHORITIES. -A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLICABLE. -A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB SiTE DURING CONSTRUCTION. 2. CONTRACTOR'S RESPONSIBILITY: -PRIOR TO CONSTRUCTION, THE CONTRACTOR i5 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 SUBMITTED iN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. -THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR OM1551ONS OR PERFORMANCE OF THE CONTRACTOR. -CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, iTS COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRU55ES 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 BY THE SUPPLER. -ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUIREMENTS AS DEFINED BY THE EPA AND THE STATE OF WASHINGTON. -ALL WASTE AND REFUSE CAUSED iN CONNECTION WiTH THE WORK SHALL BE REMOVED FROM THE PREMISES AND P151205EP OF BY THE CONTRACTOR. THE PREMISES SHALL BE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER. -CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. SOILS: -FOUNDATION DESIGN 15 BASED ON AN ASSUMED AVERAGE 501L BEARING OF 2,000 P5F OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL BE CAST ON UNDISTURBED FiRM NATURAL 501L OR COMPACTED SOiL OF 2,000 P5F BEARING CAPACITY AT LEAST 1'-6" BELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL BE FREE OF LOOSE SOiLS. DEBRIS, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RESPONSiL31LiTY 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 1N 1RC SEC R806. -THE NET FREE VENTILATING AREA SHALL BE 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 SAVE OF CORNICE VENTS WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. (iRC SEC R806). -ATTIC ACCESS: MINIMUM 22" x 30" WiTH MiNiMUM 30" HEADROOM, UNOBSTRUCTED, READILY ACCESSIBLE OPENING. iRC SEC R807. ACCESS DOORS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. -iN 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 BE 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 5E iN COMPLIANCE WiTH iRC SEC R308 AND WASHiNGTON STATE SAFETY GLASS LAW, EXCEPTIONS ARE AS OUTLINED 1N 1RC SEC R308. -GLAZING iN LOCATIONS 5UBJECT TO HUMAN IMPACT SUCH A5 GLA55 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 BE 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 BE APPROVED WiFE 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 BE DOUBLE GLAZED, UNLE55 NOTED OTHERWISE, AND COMPLY WiTH STATE OF WASHiNGTON ENERGY CODE. -EGRESS iN EVERY SLEEPING ROOM SHALL HAVE A MiNiMUM NET CLEAR OPENING OF 5.7 5Q. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24", MiNiMUM NET CLEAR OPENING WIDTH OF 20" AND A FINISHED SiLL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR. 1RC 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 THERMOSTAT FOR REGULATION OF TEMPERATURE PER SEC 503.8.1. -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 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. I AS BUILT - MAIN FLOOR SCALE:1/8" = 1'-0'' 8. STAIRS: -MiNiMUM HEADROOM 6-8'; MiNiMUM TREAD 10"; MAXIMUM RISER 7 3/4" -HANDRAIL: REQUIRED AT ALL STAIRS WiTH MORE THAN 4 RISERS PER 1RC 311.7.8. MINIMUM 34" AND MAXIMUM 38" ABOVE TREAD NOSING. OPEN SIDES OF STAIRS MORE THAN 30" ABOVE ADJACENT FLOOR SHALL HAVE HANDRAILS AND GUARDRAILS. HANDRAIL TO BE 1 1/4"-2" CRO55 SECTIONAL DIMENSION AND 1 1/21, AWAY FROM WALL. -GUARDRAIL: SHALL BE MiN 36" iN HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE BELOW. RAILINGS SHALL BE SPACED TO NOT ALLOW THE PASSAGE OF A 4" SPHERE PER 1RC 312.1. -INSTALL FiRE BLOCKING AT MiP-STRINGER SPAN AND AT WALL ALIGN STRINGER. -COVER WALLS AND SOFFITS OF USADLE 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 TA13LE 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-15 INSULATION AT 2X4 FRAMING AND WiTH R-21 INSULATION AT 2X6 FRAMING. REF SEC R503.1.1-EXCEPTION 2.. -WALLS TO DE INSULATED WiTH MiNiMUM R-21 INSULATION. BELOW GRADE WALLS TO BE INSULATED WiTH MiNiMUM R-21 INSULATION, ALLOW FOR THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL UNLE55 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 Hit), PROVIDE (2)1 1/2" VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUOUS THRU-VENTING INTO THE NEXT JOIST SPACE UNLESS NOTED OTHERWISE. -FLOORS: INSULATED WiTH R-30 GATT INSULATION OVER UNHEATED SPACE UNLE55 NOTED OTHERWISE. -SLAB-ON-GRADE: PROVIDE EXTRUDED RiGIP CLOSED CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL BREAK BETWEEN SLAB AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE BOTTOM OF THE FOOTING. INSULATION MAY DE 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 SiPE. 5/8" TYPE'X' GWB WHERE THERE 15 LiViNG SPACE ABOVE. SUPPORTING COLUMNS, WALLS AND BEAMS USE 1/2" GWB PER iRC R302.6 -OPENiNGS INTO A GARAGE: OPENINGS iNTO A GARAGE SHALL HAVE A SOLID WOOD OR HONEYCOMB -CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE FiRE RATING. DOORS SHALL BE EQUIPPED WiTH A SELF -CLOSING DEVICE PER iRC R302.5.1. 11. VAPOR BARRIERS: -AN APPROVED VAPOR 5ARRiER 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. APPLICATIONAND INSTALLATIONS 0F INSULATION AND VAPOR BARRiERS SHALL COMPLY WiTH STATE 0F WASHINGTON THERMAL iNSULATiON STANDARDS. 12. FIRE SAFETY: -SMOKE ALARMS/DETECTORS (5.D.): SMOKE ALARMS/DETECTORS SHALL BE INSTALLED 1N ALL SLEEPING ROOMS, iN THE AREA OUTSIDE THE SLEEPING ROOM AND 1N OTHER LOCATIONS PER iRC R314. POWER SOURCE AND INTERCONNECTION PER iRC. -CARBON MONOXIDE DETECTORS (C.M.D.): SHALL HAVE AN APPROVED CARBON MONOXIDE ALARM INSTALLED OUTSIDE OF EACH SLEEPING AREA IN DWELLING UNITS AND iN EACH LEVEL iN ACCORDANCE WiTH THE MANUFACTURER'S REQUIREMENTS PER iRC315. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED A5 COMPLYING WiTH UL2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH THiS CODE, NFPA 720-2012 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. -CARBON MONOXIDE DETECTION SYSTEMS PER 1RC 315.2 THAT INCLUDE CARBON MONOXIDE DETECTORS AND AUPIDLE NOTIFICATION APPLiANCE5,1N5TALLED AND MAINTAINED IN ACCORDANCE WiTH THiS SECTION FOR CARBON MONOXIDE ALARMS AND NFPA 720-2012, SHALL 5E PERMITTED. THE CARBON MONOXIDE DETECTORS SHALL BE LISTED AS COMPLYING WiTH UL 2075. WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM 15 INSTALLED, iT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY. 13. CERTIFICATE & TESTING - A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WiTHiN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE ViSiBiLiTY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL L15T THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND 5UiLPING 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. 14. FIRE SPRINKLERS - INSTALL FiRE SPRINKLER SYSTEM TO ALL AREAS OF DWELLING UNiT. DESIGN TO BE PROVIDED BY OTHERS. -SPRINKLERS SHALL BE LISTED RESIDENTIAL SPRINKLERS AND SHALL 5E INSTALLED IN ACCORDANCE WiTH THE SPRINKLER MANUFACTURER'S INSTALLATION INSTRUCTIONS. -THE SPRINKLER SYSTEM SHALL BE DESIGNED BY A WASHiNGTON STATE CERTIFIED SPRINKLER DESIGNER AND INSTALLED IN ACCORDANCE WiT H THE NATIONAL FiRE PROTECTION STANDARD (NFPA) SYSTEM. AS BUILT - LOWER FLOOR SCALE:1/8" = 1'-O" ILI PRESCRIPTIVE REQUIREMENTS- ALL CLIMATE ZONES LOCATION R-VALUE U-FACTOR FENESTRATION U-FACTOR N/A 0.28 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 38 0.029 BELOW GRADE WALL 10/15/21 iNT + TB 0.042 SLAB R-VALUE AND DEPTH 10, 2 FT N/A I I s \ I 156TH ST 5' c1, o MEADOWDALE cq �� BEACH PARK ------------ 158TH 5T 5W w �iiiiiiiiiiii Q \ 160TH 5T 5W 164TH ST SW VICINITY MAP (NTS I PROJECT OWNER: CARL AND SHARON LARSEN 9832 MARINE ViEW DR MUKiLTEO WA 98275 PROJECT ARCHITECT: HEID1 HELGE50N PROJECT DESIGNER: LiSA MONTALVO H2D ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 STRUCTURAL ENGINEER: DENNIS TiTUS, PE, SE CG ENGINEERING 250 4TH AVE 5, STE 200 EDMONDS, WA 98020 425.778.8500 CiViL ENGINEER: CG ENGINEERING 250 4TH AVE 5, STE 200 EDMONDS, WA 9802O 425.778.8500 PROJECT DESCRIPTION: MAiN FLOOR REMODEL; DECK ADDITION; 2ND STORY ADDITION; GARAGE ADDITION W/ 2ND STORY ABOVE PROJECT ADDRESS: 7329158TH ST SW TAX LOT NUMBER: "NOT YET ASSIGNED LEGAL DESCRIPTION: THAT PORTION OF TRACT 27, MEADOWDALE BEACH SUPPLEMENTAL PLAT, ACCORDING TO THE FLAT THEREOF RECORDED iN VOLUME 5 OF PLATS AT PAGE 42, RECORDS OF SNOHOMiSH COUNTY, DESCRiDED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAiD TRACT 27; THENCE SOUTH 87°40'31" EAST 211.83 FEET ALONG THE NORTH LiNE OF TRACT 27 TO THE POiNT OF BEGINNING; THENCE CONTINUE SOUTH 87°40'31" EAST 159.08 FEET; THENCE SOUTH 21°5345" EAST 131.96 FEET TO THE SOUTH LiNE OF TRACT 27; THENCE NORTH 87°40'31" WEST 284.98 FEET ALONG THE SOUTH LiNE OF TRACT 27; THENCE NORTH 30'14'34" EAST 101.46 FEET; THENCE SOUTH 87°2618" EAST 23.74 FEET; THENCE NORTH 03°17'29" EAST 30.78 FEET TO THE NORTH LiNE OF TRACT 27 AND THE POiNT OF DEGiNNiNG. SITUATE 1N THE COUNTY OF SNOHOMiSH STATE OF WASHiNGTON. LAND USE CODE COMPLIANCE STATISTICS ZONE: R5 20 CRITICAL AREAS: EARTH SUBSIDENCE LANDSLIDE HAZARD AREA (ESLHA) LOT INFORMATION: EXISTING LOT AREA: 26,811 SF EXISTING/PROPOSED OCCUPANCY EXISTING STORIES: PROPOSED STORIES: ZONING DESIGNATION: EX15TiNG LOT DWELLING UNITS: LOT COVERAGE: LOT AREA: EXISTING HOUSE: NEW ADDITION: PROPOSED LOT COVERAGE: ALLOWED LOT COVERAGE: IMPERVIOUS EXISTING HOUSE/ROOF: SURFACE: EXISTING COVERED PORCH (DEMO): NEW HOUSE/ROOF ADDITION: NEW DECK: EXISTING DRIVEWAY: NEW DRIVEWAY: SINGLE FAMILY RESIDENTIAL 2 3 S.F.R. 1 DWELLING UNiT 26,811 5F 1,440.0 SF 280.0 SF 1720.0 SF 26811 5F X 30% = 8043.3 SF OK TOTAL EXISTING IMPERVIOUS SURFACE: TOTAL PROPOSED IMPERVIOUS SURFACE: TOTAL NEW/REPLACED: 2202.3 5F (510.4 SF) 1994.9 5F 91.7 SF 1402.2 SF 900 SF 4114.9 5F 6591.1 SF 2476.2 SF REQ'D SETBACKS: FRONT: 25' REAR SETBACK: 25' SiDE SETBACK: 10', MiNiMUM COMBINED WIDTH OF 35' 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 ENERGY CREDIT INFORMATION ENERGY CREDIT FROM WASHiNGTON STATE ENERGY CODE TABLE 406.2 MEDIUM DWELLING UNiT: 3.5 CREDITS ALL DWELLING UNITS NOT INCLUDED iN SMALL OR LARGE. 1a EFFICIENT BUILDING ENVELOPE: 0.5 CREDITS PRESCRIPTIVE COMPLIANCE 15 DASED ON TABLE R402.1.1 WiTH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.28 FLOOR R-38 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB 3a HiGH EFFICIENCY HVAC EQUiPMENT:1.0 CREDITS GAS, PROPANE, OR OiL-FIRED FURNACE WiTH MiNiMUM AFUE OF 947. GAS, PROPANE, OR OiL-FIRED DOiLER WiTH MiNiMUM AFUE OF 92% 5a EFFICIENT WATER HEATING: 0.5 CREDITS ALL SHOWERHEAD AND KITCHEN SiNK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL 5E RATED AT 1.OGPM OR LESS. 5c EFFICIENT WATER HEATiNG:1.5 CREDITS GAS, PROPANE, OR OiL WATER HEATER WiTH A MiNiMUM EF OF 0.91 SHEET INDEX 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS 02 51TE PLAN SURV SURVEY C1.1 COVER SHEET AND GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL AND DEMO PLAN C2.2 EROSION CONTROL DETAILS C3.1 GRADING AND DRAINAGE PLAN AND DETAILS C4.1 WATER AND SEWER PLAN C42 WATER AND SEWER DETAILS A1.0 LOWER AND MAiN FLOOR DEMOLITION PLANS AM LOWER FLOOR PLAN A1.2 MAiN FLOOR PLAN A1.3 UPPER FLOOR PLAN AIA ROOF PLAN A1.5 DOOR AND WINDOW SCHEDULES A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS A3.1 BUILDING SECTIONS A4.0 WALL SECTIONS AND DETAILS A4.1 WALL SECTIONS AND DETAILS A4.2 TYP DETAILS 51.1 STRUCTURAL NOTES 51.2 STRUCTURAL NOTES 52.1 FOUNDATION PLAN 52.2 FIRST FLOOR FRAMING PLAN 52.3 SECOND FLOOR FRAMING PLAN 52.4 ROOF FRAMING PLAN 53.1 SCHEDULES 54.1 FOUNDATION DETAILS 55.1 WOOD FRAMING DETAILS 55.2 WOOD FRAMING DETAILS 56.1 ROOF FRAMING DETAILS Lu U z N W 00 �^ V J U) Q W Cn z � � 0 z Lu N OO G U) cy) LLI 9716 REGISTERED ARCHITECT 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: 09/14/2020 REV: 10/27/2020 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS 01 EX FRAMING TO REMAIN; MODIFY OPENINGS 6'-0' I 4'-8' I 6'-1' NEW OPENING NEW OPENING LOWER FLOOR DEMO PLAN SCALE:1/4" = P-0" 0 EXISTING WALLS r — I DEMO WALLS NOTES: 1. VERIFY ALL ITEMS TO 13E SALVAGED PRIOR TO DEMOLITION U N z z w 0 u- 0 z cV -<�' w 0 C� _Z Q oz w x w DEMO WINDOW; PREPARE FOR PARTIAL iNFiLL AND NEW OPENiN, DEMO ALL FOR NEW WiNDO OPENING DEMO WINDOW; PREPARE FOR iNFiLL ------ - - - - -- r-I 1 III L RD DEMO WINDOW; PREP ICI I I FOR NEW DOOR OPENING IIIII 1 IF — — — — — - I Ir III FCUD/ IIIII I I I I NII I I I II � o Hill I w HillL— J I 1 II I 51-011 � EX FRAMING r TO REMAIN / I N I L L==1 I ----- P�� n r---ir iI II I DEMO POSTS, TYP II � I I I I I II II I I I II �� I I I I I II II I I I N DEMO WINDOW; u- I I I L _ _ _ _ L_ PREPARE FOR PARTIAL I I — — — — — — — — — — iNFiLL AND NEW OPENING I IIII 1 � I'�I - z IIIII I I IIII+ L J �U-J IIIII II II�II�+ I IIII I 1 i i 1 �'I I DEMO COVERED PATIO z I u II Ir——————— — — — -- II I I I II II z I I 1 1 I I r, I �U-i I I II 11 I I o I I I III z I I I I I III I DEMO POSTS, TYP J I r I LJ I DEMO WINDOW; PREPARE FOR PARTIAL IIIIILL (D iNFiLL AND NEW WINDOW III i IIII „-i OPENINGS DEMO EXTERIOR WALL IIIII I I i, i IIII @ AREA OF ADDITION (ADDITION TO BE rF Z III i t Ic I I I WiTHiN EX COVERED r 1 1 I PATIO FOOTPRINT) II DEMO ALL iNTERiOR I I I I l i DEMO POSTS, TYP I I WALLS, FINISHES, L____ J I r III I I L____ S = L IIII I AND FIXTURES I r — II Ll III I I I I z IIII � �I I I n w IIIII I I I w z II II III I I IL I II L II LL —„ 'r — — — —, I L- — — — — J I / I IIII 1�======�1 II 11 11 T� IIII Jr -- - LLB JL__JI IIII I� J I z DEMO WINDOW; I 1 u- / III z PREPARE FOR PARTIAL I I — — — — — — — — If iNFiLL AND NEW WINDOW I r — — — -1 -g` T nc -1 1 III OPENING IIIII z IIIII P= Ijl II �\ II 11 IIIII I`I II I �III� IIIII v I IIII I 6: _ II 1 II�� II II II II =- 7 DEMO WINDOW; 0 DE DEMO P>RiCK VENEER TO DE DEMO WINDOW; REPLACED iN EX SiZE REPLACED 9 SOUTH WALL PREPARE FOR iNFiLL AND LOCATION MAIN FLOOR DEMO PLAN SCALE:1/4" = P-0" 0 EXISTING WALLS r I DEMO WALLS 37-101/4"+/- EX FRAMING TO REMAIN; MODIFY OPENINGS DEMO CONCRETE PATIO & STEPS I I I EXISTING EXTERIOR WALL TO REMAIN I DEMO WINDOW; PREPARE FOR iNFiLL DEMO WINDOW; TO DE REPLACED NOTES: 1. VERIFY ALL ITEMS TO DE SALVAGED PRIOR TO DEMOLITION w w 0 z IY w w 2 Lu U Z � N W 0 (n 0000 or) U) . C%) Q Lu 00 U) Z Lr)0 z w N U) Cy ~ LLJ Q 9716 REGISTERED ARCHITECT //K• � 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 EDMONIDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 09/14/2020 REV: 10/27/2020 PERMIT SET LOWER & MAIN FLOOR DEMOLITION PLANS A1,0 CRAWLSPACE VENTILATION REQUIREMENTS CRAWLSPACE: PER WAC 51-51-0405 SECTION R408, MiNiMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 300 SQUARE FEET OF UNDER- FLOOR AREA. A GROUND COVER OF 10 MiL BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE LAiD OVER THE GROUND WiTHiN CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED TWELVE (12) INCHES MiNiMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL. ONE VENTILATION OPENING SHALL BE WiTHiN 3 FEET OF EACH CORNER OF THE BUILDING, EXCEPT ONE SiPE OF THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTILATION OPENINGS UNLESS NOTED OTHERWISE. TOTAL CRAWLSPACE AREA = 404 SF REQUIRED VENTILATION AREA =1.4 5F (QTY 4) 8"X16" VENTS = 2 5F NET FREE VENTILATING AREA NEW BRICK o VENEER C/L POST + rn C/L POST 7-2" II � �7- I I U� I r— --I r— --I r I II II II I II II II II I II II II II I I II II II II II II II II j ;�_@ II II II II I I I I I I I I NEW POSTS I I I I I I I I w + PER II II II II STRUCTURAL I I I I I I I I PATIO I I HVERS I I I II II II II I II II II \ ~ L - - J L_ __J L - U -I r — — -I r — I I II II I II II II II � II II II II I II II II II � it II II II I II II II II � II II II II I II II II II I II II II II j II II II II I II II II II + II II II II(D0) N II II II II�w I II II IIX� L - - - J L - - J Lw Lu N FOR 80 CFM FAN, VENT TO OUTSIDE, TYP NEW BRICK VENEER — GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) EXISTING LOWER FLOOR AREA 1,244.1 5F EXISTING GARAGE/STORAGE (UNCONDITIONED): 499.3 SF TOTAL EX15TiNG CONDITIONED AREA: (LOWER FLOOR) 1,244.1 SF LOWER FLOOR PLAN SGALE:1/4" = 1'0" EXISTING WALLS ® NEW WALLS 5'-0"+/- EXISTING z CLOSET HARDWOOD A A3.1 BEDROOM HARDWOOD 2 A4.0 A3.1 24'-2" +/- EXISTING WET BAR HARDWOOD CLO R&S REC HARDWOOD EXISTING I I II SiNK DW O 0 O 7TiNG z S.D. w ELEC PANEL BATH TiLE GARAGE EXISTING EXISTING CLOSET HARDWOOD A D Ai I I 71/ " I I I I FURR WALL, TYP SiNKL LAUNDRY TiLE / -EX ELECTRICAL PANEL TO REMAIN; VERIFY UPGRADE 38'-51/4" +/- z CLO R& S 8'-2 3/4" 45'-81/4" 23'-51/2" .e LD CATCHMENT WALL PER STRUCTURAL VENT VENT & GEOTECH GARAGE SAW CUT EX S.O.G. ABOVE FOUNDATION AS REQ'D AT NEW STAIR I I I CRAWL NEW Lu LD C9 50 CFM FAN, VENT TO OUTSIDE, TYP 22- 1/2" 37'-0" W 25'SETB CK 3'-5 5/8" A4.0 A3.1 CRAWL ACCESS EXISTING I STORAGE EXISTING (UNCONDITIONED) NEW - - FU" NEW WH 3'SET13A K 7 — — — — — — —PROPERTY LiNE _ A3.0 14'-51/2" GAS WATER HEATER NOTES: 1. PROVIDE SHUTOFF VALVE 9 CONNECTION TO APPLIANCE. 2. PER iRC M1307.2 ANCHOR OR STRAP WATER HEATER APPLIANCE TO RESIST HORIZONTAL DISPLACEMENT CAUSED BY EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WiTHiN THE UPPER 1/3RD AND LOWER 1/3RD OF THE APPLIANCE'S VERTICAL DIMENSIONS. AT THE LOWER POINT, THE STRAPPING SHALL MAINTAIN A MiNiMUM DISTANCE OF 4" ABOVE CONTROLS. 3. MINIMUM EF OF 0.91 TO MEET REQUIRED ENERGY CREDITS PER WSEC TABLE 406.2 FURNACE NOTES 1. INSTALL NEW HiGH EFFICIENCY DIRECT VENT GAS FIRED FORCED AiR SYSTEM, VENT TO OUTSIDE TYPICAL. 2. PROVIDE SHUT OFF VALVE 9 CONNECTION TO APPLIANCE 3. PER iRC 1507.3.5: PROVIDE WHOLE -HOUSE VENTILATION SYSTEM INTEGRATED WiTH THE FORCED-AiR SYSTEM. 4. INTEGRATED WHOLE HOUSE VENTILATION SYSTEM SHALL OPERATE CONTINUOUSLY. PROVIDE CONTROLS TO ALLOW OPERATION OF VENTILATION SYSTEM WITHOUT NEED TO OPERATE HEATING SYSTEM. A LABLE SHALL BE AFFIXED TO THE CONTROLS THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATION INSTRUCTIONS)" 5. PROVIDE CONTINUOUS WHOLE HOUSE MECHANICAL VENTILATION AT A MiNiMUM AIRFLOW RATE OF 90 CFM. REFER TO iRC TABLE M1507.3.5 6. FURNACE TO MEET MiNiMUM AFUE OF 94% TO MEET ENERGY CREDIT REQUIREMENTS PER WASHiNGTON STATE ENERGY CODE TABLE 406.2. VENTILATION REQUIREMENTS VENTILATION NOTES: WHOLE HOUSE VENTILATION TO BE INTEGRATED INTO THE FORCED AiR SYSTEM TO MEET iRC M1507.3.5. PROVIDE CONTINUOUS AIRFLOW OF 90 CFM 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 6. LOWER FLOOR PLUMBING FIXTURES AND APPLIANCES TO DE INSTALLED AT EXISTING STUB LOCATIONS w U z � N W 0 (n 0000 Im co CO Q U) w N z bI..L v-- z (N 2i ��w v) Cy ~ 0 W Q 9716 REGISTERED ARCHITECT GHEIDI 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: 09/14/2020 REV: 10/27/2020 PERMIT SET LOWER FLOOR PLAN AlA n cp n N N ►i 19 r•` A 1 A3.0 A4.0 32'-4 3/4"+/- 2'-10" 6'-0" 4'-8" 6'-1 " 9'-91/2" INSTALL GAS STUB FOR RANGE PARTIALLY A iNFiLL WINDOW A3.0 iNFiLL WINDOW INSTALL RANGE OOP; HOODS OVER 400 CFM REQUIRE MAKE UP AiR. MAKE UP AiR TO DE INTERLOCKED WiTH FAN OPERATION AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST AiR RATE THAT 15 iN EXCESS OF 400 FM PER M1503.4. 02 01 DECK DECKING OVER Q FIBERGLASS NEW BRICK C WATERPROOF DECK VENEER D 8SITTING HARDWOOD N C/L n� N POST 5'-0" 36" GUARDRAIL U 0 ILA 1 BUILT-IN li m - I I III I 03 III ADv DINING I HARDWOOD I III I III I o6 III I III I � I cq N Q I CV 0 1 I< COVERED 1 to DECK N O4 O 1 DECKING OVERlu- FiDERGLA55 - j� WATERPROOF DECK 36" GUARDRAIL ,e B A3.1 INSTALL U.L. LISTED PIREFCT VENT GAS FIREPLACE; VENT TO OUTSIDE INSTALL GAS STUB FOR FIREPLACE PARTIALLY iNFiLL WINDOW 07 EGRESS (NEW OPENINGS) _:�z 0 pU t LIVING HARDWOOD 69'-101/4"+/- 41/4" 23'-51/2" 2x4 WALL@ ADDITION THiS LOCATION TO ALIGN WiTH EXISTING FRAMING CONCRETE LANDING; CONFIRM W/ OWNER R-21 INSULATION @ WALL BETWEEN GARAGE AND LIVING SPACE, TYP ®F ® REF O -I I RANGE 5/8" TYPE'X' GWB @ SEPARATION BETWEEN KITCHEN p GARAGE AND DWELLING UNiT, HARDWOOD erj 3 TYP (WALLS & CEILING) DN ISLAND 1p 000 9'x�'oo 000 � GARAGE � 6 S.O.G. IF OUTLINE OF EXISTING " COVERED PATIO 14'-11" 4'-1o (DEMO-ED) c -8" / 16'-2' PANTRY 1 2 3 "H N i4 I I I 7� ----------------- 11 I I I h RI � 1/1 I -1 ' I I PN I ' I I I I I I 6" A IDR iL I I II x I 6R @ 1/ I I I 1 11" I I UP I L N iN I A DR iL 102 eo 00o II SiNK W D--------- F OUTLINE OF EXISTING COVERED PATIO = III (DEMO-ED) 08 0 0 O —z ------ -, LAUNDRY/ N 50 CFM FAN, VENT TO PANTRY rA = o OUTSIDE HARDWOOD = 2X6 PLUMBING WALL N F PW R 09 c\jLD TiLELD <0 PANTRY LAV N o 22 61/2 o - i ' o CLOSET MALL 11 N OUTLINE OF EXISTING CV R&5 H �ZDWOOD O rn n COVERED PATIO _ (DEMO-ED) I I I 61/2".I I _ FIREPLACE 13UILT-iN G BUi T-iN �O S.D. `p t'- M. BEDROOM N HARDWOOD = A3.1 0 10 11 I I I 1011 4101/2" 3 _p 25' SETBACK _ 11'-7" 3'-0" 3 CL — — — B4VE— — — N _ B - T T ENTRY S DN 7" N A4.0 A3.1 HARDWOOD CEILING HT) PORCH N CONCRETE 12 0 LL? 7-5" 3'-6" HALL HDWD I 13 I I I M. CLOSET I HARDWOOD I I L_ _J LINEN N V M. BATH TILE C� 0 om iNFiLL WINDOW 110 CFM FAN, VENT TO OUTSIDE REPLACE EX WINDOW 3' SETBACK _ (NEW OPENINGS) CV PROPERTY LiNE 2X6 PLUMBING 8 09 — — — — — — — WALL iNFiLL WINDOW REPLACE EXISTING A3 p REPLACE WINDOW iN DRiCK VENEER EX SiZE & LOCATION 3° 4'-1" 4'-1" 1'-7" 9'-61/2" 11'-7 /4" �1,-1n 1/4,,�/- \ 14'-011 \ \ \ 70, \ \ \ \ \ \ \ \ II II 1 II 2-8" II 11 I 1 1 - 2-7 3/4" 9'-2" 2'-7 3/ I I 11 � w I A o II A3.0 � 1 �1 CL I — — — — — — — — — — I II II II 1 I 1 = o� I ----- II 1 � 1 1 Q 1 14'- 1/2' o _ = N� o II Q Q D I 1 =) UP GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) EXISTING MAiN FLOOR AREA 1,795.7 SF NEW MAiN FLOOR AREA: 464.4 SF NEW GARAGE (UNCONDITIONED): 784.7 SF TOTAL CONDITIONED AREA (MAIN FLOOR): 2,260.1 SF TOTAL CONDITIONED AREA (ALL FLOORS): 4,251.7 SF 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. 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 DATTERY DACKUP AS REQUIRED. 5. INSTALL CARBON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF THE DEDROOMS. THE ALARM AND SHALL DE LISTED AS COMPLYING WiTH UL 2034 AND SHALL DE INSTALLED iN ACCORDANCE WiTH iRC R3155 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 107 W U Z � � N w p 00 m U)U) 1.— >Q w bo Cn z Z N 2i ��w v) Cy 0 W J 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 EDMONIDS, WA 98020 P.206.542.3734 www.h2darc h i tects.c om DATE: 09/14/2020 REV: 10/27/2020 PERMIT SET MAIN FLOOR PLAN MAIN FLOOR PLAN SCALE:1/4" = 1'-0" 0 EXISTING WALLS ® NEW WALLS A1,2 GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERiOR WALLS) NEW UPPER FLOOR AREA: 747.5 SF NEW SHOP (UNCONDITIONED): 273.6 SF TOTAL CONDITIONED AREA: 747.5 SF A 1 A3.0 A4.0 B A3.1 UPPER FLOOR PLAN SCALE:1/4" = P-0" r I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I i i I I I I I I I I I I I I I I I I I I I I I I I I I L A T 2 A4.0 A B A3.1 IV I I I I I I I I I I I I I L I I FGIr. 1 /n11 OUTLINE OF MAiN FLOOR BELOW, TYP 3 B A4.0 A3.1 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. 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 W U Z N W 0 (n 0000 or) r ) . u) Q W C%) Z 00 z N ��w VJ ~ r) LL1 Q 9716 REGISTERED ARCHITECT GHEI DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONIDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 09/14/2020 REV: 10/27/2020 PERMIT SET UPPER FLOOR PLAN EXISTING WALLS ® NEW WALLS A1,3 OUTLINE OF MAiN FLOOR DECK L A 1 A3.0 A4.0 B A3.1 ROOF PLAN SCALE:1/4" = P-0" 0 EXISTING WALLS NEW WALLS A B A3.1 A3.0 OUTLINE OF MAiN FLOOR ow - - - - - - - - - - - - - - - - - - - - - - - - ------ or W O N 'yrb 4�11 a@w� owwo ------------------------ \ OUTLINE OF UPPER FLOOR w O N /L SLOP SLOPE 1/4:12 ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1/4:12 w N w N (S)'Sro SLOPE 1/4:12 ----- I I RIDGE w � N o I yr, RIDGE I SLOPE c\j 1/4:12 0 RIDGE I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — I w � I I SLOPE RIDGE 1/4:12I I I tires � U-j I uj N I I I I SLOPE -41111- RIDGE SLOP 1/4:12 1/4:12 I I 'Z w 'Sro I wN I I --------------- - - - - - r I SLOPE I 1/4 2121 SLOB 1 1/4:12 I tires I Lu � � I I I I I I I I I — —A- I 2 — — — — — — — — — — — — — — A4.0 A3.1 63.0 OUTLINE OF MAiN FLOOR OUTLINE OF RAISED ENTRY OUTLINE OF MAiN FLOOR 3' SETBACK _ (NEW OPENINGS) — — — — — —PROPERTY LiNE _ 3 g A4.0 A3.1 SLOB 1/4:12 w w � 0 40 SLOPE 1 �� w N tires I I \- A A3.0 VENTIL IREMENTS @ NORTHEAST UPPER FLOOR ROOF ROOF VENT 5: TOTAL 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 1/300 i5 PERMITTED PROVIDED THAT AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA i5 PROVIDED BY VENTILATORS LOCATED iN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3' ABOVE THE EAVE VENTS WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY THE EAVE VENTS. NEW TOTAL AREA @ NORTHEAST UPPER ROOF=1115.6 SF REQUIRED VENTILATION = 7.44 SF OR 1071 SQ INCHES PROVIDE (3) 3" PIAM. CIRCLE VENTS PER BAY AT EAVES=1187.7 SQ INCHES VENTILATION REQUIREMENTS @ ENTRY CLERESTORY ROOF ROOF VENTILATION NOTES: TOTAL 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 1/300 i5 PERMITTED PROVIDED THAT AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATORS LOCATED iN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3' ABOVE THE EAVE VENTS WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY THE EAVE VENTS. NEW TOTAL AREA @ NORTHEAST UPPER ROOF = 216.5 SF REQUIRED VENTILATION =1.4 SF OR 207.8 SQ INCHES PROVIDE (5) 3" PIAM. CIRCLE VENTS PER BAY AT EAVES = 254.5 SQ INCHES VENTILATION REQUIREMENTS @ NORTH MAIN FLOOR ROOF ROOF VENTILATION NOTES: TOTAL 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 1/30015 PERMITTED PROVIDED THAT AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA i5 PROVIDED BY VENTILATORS LOCATED iN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3' ABOVE THE EAVE VENTS WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY THE EAVE VENTS. NEW TOTAL AREA @ NORTHEAST UPPER ROOF =1229 SF REQUIRED VENTILATION = 8.2 SF OR 1179.8 SQ INCHES PROVIDE (4) 3.5" PIAM. CIRCLE VENTS PER BAY AT EAVES=1192.9 SQ INCHES NOTES: 1. SOUTH MAiN FLOOR ROOF TO BE UNVENTED. NO EAVE VENTS ALLOWED WiTHiN 3FT OF PROPERTY LiNE. N W U Z N LIJ 0 00 Or) U) . U) Q LIJ U) z 00 � z N ��w v) CY ~ 0 W Q 9716 REGISTERED ARCHITECT GHEI 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 EDMONIDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 09/14/2020 REV: 10/27/2020 PERMIT SET ROOF PLAN AlA DOOR SCHEDULE ID R.O. DIMENSIONS *SEE NOTE 1 DOOR LEAF DIMENSIONS TYPE THICK AREA (SF) NOTES U-VAL WIDTH HEIGHT W HT MAiN FLOOR 01 9'-2" T-81/2" 91O" 7-6" ROLL -UP O'-1 3/4" 0.00 TEMPERED GARAGE DOOR; VERIFY R.O. 02 16'-2" T-81/2" 16'-0" 7'-6" ROLL -UP O'-1 3/4" 0.00 TEMPERED GARAGE DOOR; VERIFY R.O. 03 3'-0" 0-10 1/2" 2'-10" 6'-8" SWING 0'-1 3/8" 0.00 1 3/8" S.C. 20 MiN RATED DOOR W/ SELF CLOSER 04 2'-8" 0-10 1/2" 2'-6" 6'-8" SWING O'-13/4" 16.70 TEMPERED .20 05 8'-2" 7-5" 8'-0" T-21/2" S.G.D. O'-13/4" 56.00 TEMPERED .20 06 7-0 5/8" 6'-10" 7-1 5/8" 6-10 1/2" FRENCH O'-1 3/4" 49.10 TEMPERED .20 07 5'-2" 6-10 1/2" 3'-6" 6'-8" ENTRY SWING O'-1 3/4" 33.30 TEMPERED W/ 1'-6" SiDELiTE .20 08 3'-0" 6-10 1/2" 2'-10" 6'-8" POCKET 0'-1 3/8'' 0.00 VERIFY POCKET DOOR ROUGH OPENING 09 2'-6" 0-10 1/2" 21-4" 6'-8" SWING 0'-13/8" 0.00 10 4'-8" 0-10 1/2" 4'-6" 6'-8" SWING O'-1 3/8" 0.00 PR 2-3" DOORS 11 4'-8" 0-10 1/2" 4'-6" 6'-8" SWING O'-1 3/8" 0.00 PR 2-3" DOORS 12 3'-2" 6-10 1/2" 3'-0" 6'-8" SWING 0'-13/8" 0.00 13 2'-8" 6-10 1/2" 2'-6" 6'-8" SWING 0'-13/8" 0.00 14 2'-8" 16-10 1/2" 2'-6" 6'-8" SWING 0'-13/81, 0.00 UPPER FLOOR 15 2'-10" 7-21/2" 2'-8" 7'-0" SWING 0'-13/8" 0.00 16 2'-6" 7-21/2" 21-4" 7'-0" SWING 0'-13/8" 0.00 17 2'-6" 7-21/2" 21-4" 7'-0" SWING 0'-13/8" 0.00 18 2'-10" 7-21/2" 2'-8" 7'-0" SWING 0'-13/8" 0.00 19 2'-6" T-21/2" 21-4" 7'-0" SWING 0'-13/8" 0.00 20 3'-2" 7-21/2" 3'-0" 7'-0" SWING O'-13/4" 21.00 .20 TOTAL EXTERIOR DOOR AREA: 176.10 MANUFACTURER: INTERIOR: SiM12SON OR EQUAL SOLID CORE FLUSH DOOR; PAINTED EXTERIOR: DOOR #1: T.B.S. DOOR #2: T.13.5. DOOR #4: T.B.S. DOOR #5: MARViN CLAD ULTIMATE SLIDING FRENCH DOOR OX (CN 8OR70) BRONZE CLAD EXTERIOR; PRIMED FiNE INTERIOR DOOR #6: MARViN CLAD ULTIMATE OUTSWiNG FRENCH DOOR XX LEFT HAND (CN 7068) BRONZE CLAD EXTERIOR PRIMED PiNE INTERIOR DOOR #7: T.13.5. EXTERIOR DOORS TO E NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER NOTES: 1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS 2. SEE ELEVATIONS FOR CONFIGURATION 3. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION 4. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS AS SCHEDULED ENTRY SWiNG / TEMPERED \ \ / I. AS SCHEDULED FRENCH L4 U, N G AS SCHEDULED POCKET A5 SCHEDULED ROLL -UP / / / i / o o / W o / o TEMPERED o o N N \ In N \ f \ G \ A5 SCHEDULED A5 SGHED S.G.D. SWiNG / \ / \ o W / \ / \ o U AS SCHEDULED SWiNG WINDOW SCHEDULE ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER AREA (SF) NOTES U-VAL WIDTH HEIGHT MAiN FLOOR 01 6'-1" 3'-115/8" 7-21/2" A C/C 27.50 .28 02 6'-0" 5'-0" 7-21/2" B P 30.00 .28 03 7-1 5/5" 1'-3 5/8" 8'-61/2" C A/A 9.30 TRANSOM TO DOOR #7 .28 04 7-5" 7-31/8" 8'-61/2" D P/P/P 53.80 TEMPERED .28 05 7'-5" 7-31/8" 8'-61/2" E A/A/F 53.80 TEMPERED .28 06 7-5" 7-31/8" 8'-61/2" D P/P/P 53.80 TEMPERED .28 07 9'-1" 5'-11 5/8" 7-21/2" F P/C 54.20 TEMPERED, EGRESS, VERIFY SiLL TO ALIGN W/ WINDOWS #4,5,6 .28 08 4'-1" 1'-11 5/8" 6-10 1/2" G A 8.00 TRANSLUCENT, TEMPERED .28 09 4'-1" 1'-11 5/8" 6-10 1/2" G A 8.00 TRANSLUCENT, TEMPERED .28 10 4'-1" 1'-11 5/8" 6-10 1/2" G A 8.00 TRANSLUCENT, TEMPERED .28 11 3'-1" 6-6 3/4" 6-10 1/2" H A/F 20.20 TEMPERED .28 12 3'-1" 6-6 3/4" 6-10 1/2" H A/F 20.20 TEMPERED [E.2813 3'-1" 6-6 3/4" 6'-101/2" H A/P 20.20 TEMPERED 8 ENTRY TRANSOM 14 5'-3" 2'-6" 10-10 1/2" 1 P/F 13.10 VERIFY H.H. .25 UPPER FLOOR 15 4'-1" 6-6 3/4" 7-21/2" H A/P 26.80 TEMPERED .25 16 4'-1" 6-6 3/4" 7-21/2" H A/F 26.80 TEMPERED .28 17 4'-1" 6-6 3/4" 7-21/2" H A/F 26.80 TEMPERED .28 18 4'-1" 6-6 3/4" 7-21/2" J F/P 26.80 TEMPERED .28 19 4'-0" 5'-6" 7-21/2" B F 36.00 TEMPERED .28 20 4'-1" 4'-6" 7-21/2" J F/F 26.80 TEMPERED .28 21 7-1" 4'-115/5' 7-21/2" F F/C 35.20 EGRESS .28 22 5'-9" 4'-115/5" 7-21/2" F F/C 28.50 EGRESS .28 TOTAL EXTERIOR WiNDOW AREA: 613.80 NFRC 100 LABELED AND CERTIFIED DY THE MANUFACTURER MANUFACTURER: MARViN WINDOWS SERIES: CLAD ULTIMATE; EXTERIOR: BRONZE, INTERIOR: PRIMED FiNE 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 BE SATIN ETCH. PROVIDE GLASS SAMPLE TO OWNER/ARCH FOR AFFROVAL PRIOR TO ORDERING W 0 N N Q AS SCHEDULED A 0 AS SCHEDULED G AS SCHEDULED I, �D IN AS SCHEDULED H uj J uj u W U G N N Q I. AS SCHEDULED C 0 0 o w U N � AS SCHEDULED AS SCHEDULED I AS SCHEDULED J I, A5 SCHEDULED E KEY A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE S.H. = SINGLE HUNG H = HOPPER F W U z N W p (n 0000 rn U) F .. C%) Q > w C%) z 00 � z N ��w v) Cy ~ 0 LIJ Q 9716 REGISTERED ARCHITECT 1��' ;HELGESON HEIDI MICH STATE OFINGTON 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: 09/14/2020 REV: 10/27/2020 PERMIT SET WINDOW AND DOOR SCHEDULES A1,5 NORTH ELEVATION SCALE:1/4" = 1'-0' STANDING ROOF, TYP 1X6 OVER 5 FASCIA, TY BRICK VENE PARTIALLY EX WINDOW SiDiNG TYF FiBERCEME SiDiNG; PA' iNFiLL EX W'„ ._ --------------------------AVERAGEGRADE =138.7-—————————————————————— — — — — — — EAST ELEVATION SCALE:1/4" = 1'-0" .....__ . , jr, TYP TYP RIDGE ELF T.O. RiDGE ELEV=162.8' FLOOR PLATE EL _= 27-81/4"+/- T.O. TOP PLATE ELEV=161.0' 'AiNTED J _UPP-ER ELOM Elm 1&-7 " - T.O. SUBFLOOR ELEV=151.9' FLOOR PLATE EL =17-5 3/4"+/- T.O. EX TOP PLATE .AP PER ELEV=149.8' DETAIL _ EX MAiN FLOOR EL = 8'-7"+/- T.O. EX SUBFLOOR ELEV=142.0' 'AiNTED .AF PER EX LOWER FLOOR EL = 0'-0"+/- T.O. EX SLAB ELEV=133.4' STANDING SEAM METAL ROOF, TYP 1X6 OVER 5/4X10 WI) FASCIA, TYP I9. ELEV=162.8' UPPER FLOOR PLATE EL = 27-81/4"+/- T.O. TOP PLATE ELEV=161.0' SiDiNG TYPE 1: Fi13ERCEMENT LAP SiDiNG; PAINTED TYP EXTERIOR RAILING UPPER FLOOR EL_=18'-7 T.O. SUBFLOOR ELEV=151.9' EX MAiN FLOOR PLATE EL =17-5 3/44/- T.O. EX TOP PLATE POSTS PER STRUCTURAL, ELEV=149.8' WRAP PER DETAIL OUTLINE OF EX HOUSE/ROOF EX MAiN FLOOR EL = 8'-7"+/-ik EX SUBFLOOK ELEV=142.0' EX LOWER FLOOR EL = 0'-O"+/-ik EX SLAB ELEV=133.4' W U z N W 0 (n 0000 or) . U) >Q w U)z 00 � z w N ~ r) W Q 9716 REGISTERED // ARCHITECT �Ile" 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: 09/14/2020 REV: 10/27/2020 PERMIT SET EXTERIOR ELEVATIONS A2,0 SOUTH ELEVATION SCALE:1/4" - 1'-0" STANDING SEf ' ' ' "�T "' r T" 1X6 OVER 5/4X' SiDiNG TYPE is FIBERCEMENT BRICK VENEER -POST "-R-STF WRAP PER PEI TYP EXTERIOR SiDiNG TYPE is FIBERCEMENT POST PER STk WRAP PER PEI BRICK VENEER WEST ELEVATION _ T.O. RIDGE ELEV=162.8' UPPER FLOOR PLATE 27'191/4"+/-Jk TOP PLATE =NEER ELEV=161.0' -YPE 1: MENT LAP SiDiNG; PAINTED ERiOR PER DETAIL R STAIRS UPPER FIDOUL=18=8 / " /- T.O. SUBFLOOR ELEV =152' EX MAIN ELOOK PLATE -EL =17 " - T.O. EX TOP PLATE ELEV=149.8' EX MAiN FLOOR EL _= 8'-7"+/- T.O. EX SUBFLOOR ELEV=142.0' EX LOWER FLOOR EL := 0'-0"+/- T.O. EX SLAB ELEV=133.4' — — — — — RJDGF—EL— 2a-51L4"tL- — — _T.O. RIDGE — — — — —ELEV=162.8' UPPER FLOOR PLATE EL = 27-81/4"+/- T.O. TOP PLATE ELEV=161.0' UPPER FLOOR EL=18'-71/8"+/- T.O. SU13FLOOK ELEV=151.9' —EX-MA11FLQOR—FLATE El =--17'-� 3 " - T.O. EX TOP PLATE ELEV=149.8' 'ENEER TYPE 1: EMENT LAP SiDiNG; PAINTED EX MAiN FLOOR EL = 8'-7"+/- T.O. EX SUBFLOOR ELEV=142.0' EX LOWER FLOOR EL = 0'-0"+/- - — — — — — — T.O. EX SLAB ELEV=133.4' W U z � N W 0 (n 0000 or) . U) >Q w � U)z 00 � z w N ~ r) W Q 9716 REGISTERED ARCHITECT Ile' 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: 09/14/2020 REV: 10/27/2020 PERMIT SET EXTERIOR ELEVATIONS SCALE:1/4" = 1'-O" A2,1 1/4 12 BUILDING SECTION 5CALE:1/4" = 1'-0'' 11 114 12 BUILDING SECTION V % 5CALE:1/4" = 1'-O" W U Z � N IJJ 0 00 or) U . >Q Lu Cn z � V-- Z w N 75; ~ r) W Q J 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 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: 09/14/2020 REV: 10/27/2020 PERMIT SET BUILDING SECTIONS A3,0 0 I I EXISTING 1/4 12 — 16" FLAT WEB TRUSSES — — — — — — — — — — — — — — — —L — — — — — — — — — — — — 12-1/4 — — — 12" FLAT WEB TRUSSES =77, SITTING DINING LIVING M. BEDROOM 0 EXISTING FRAMING EX. WET BAR EX. REC EX. BEDROOM EX. CLOSET EX. GARAGE EXISTING GRADE BUILDING SECTION SCALE:1/4" = P-O" BUILDING SECTION V % SCALE:1/4" = P-O" 12 W U z N w 0 00 or) U) . U) >Q LLB 00 U) Z Lr)0 z w N ~ W Q J 9716 REGISTERED // ARCHITECT �Ile" HEIDI MICHELLE HELGESON STATE WASHINGTON H 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: 09/14/2020 REV: 10/27/2020 PERMIT SET BUILDING SECTION A3,1 5/40 WD HANDRAIL; STAINED OR PER MFR 1/2"X2" VERTICAL STEEL STANCHION OR PER MFR S.S. CABLE RAILING, MAX 3" SPACING OR PER MANUFACTURER, TYP DECKING OVER P.T. SLEEPERS SLOPE TO DRAIN TO SCUPPERS & DOWNSPOUTS WATERPROOF FI13ERGLA55 TO WRAP UP CANT STRIP AND CURB, TYP METAL CAP FLASHING & COUNTERFLASHiNG CANT STRIP BOLT RAILING @ FRAMING PER STRUCTURAL 5/4X12 WD DECK FASCIA, TYP BEAM PER STRUCTURAL,1X_ WD WRAP EXPOSED CAR DECKING PER STRUCTURAL- TYP EXTERIOR RAILING DETAIL TYP NEW ROOF ASSEMBLY -STANDING SEAM METAL ROOF -iCE AND WATER SHIELD OR PER ROOFING MFR -CDX PLYWOOD PER STRUCTURAL -WOOD SLEEPERS SLOPE 1/4":12: -CDX PLYWOOD PER STRUCTURAL (PROVIDE VENTING TO SLEEPER CAVITY, TYP) -FLAT WEB TRUSS FRAMING PER STRUCTURAL -BAFFLE FOR 1" MiN AiR SPACE -MiN R-49 GATT INSULATION 916" TRUSSES; 3" RiGiD INSULATION (R-18) W/ 9" GATT INSULATION (R-31) C@ 12" TRU55EE -5/8" GWB -PVA PRIMER (4) 3.5" DIAMETER HOLES PER BAY W/ NON -CORROSIVE WiFE INSECT SCREEN TYP NEW ROOF ASSEMBLY @ COVERED DECK -STANDING SEAM METAL ROOF -iCE AND WATER SHIELD OR PER ROOFING MFR -CDX PLYWOOD PER STRUCTURAL -WOOD SLEEPERS SLOPE 1/4":12: -CDX PLYWOOD PER STRUCTURAL (PROVIDE VENTING TO SLEEPER CAVITY, TYP) -FRAMING PER STRUCTURAL -1/2" T&G SOFFIT TYP EAVE ASSEMBLY PER DETAIL METAL DRiP EDGE K-STYLE METAL GUTTER 1X6 OVER 5/4X10 WD FASCIA, TYP BEAM PER STRUCTURAL, WRAP PER DETAIL 2" CONTINUOUS FLUSH SOFFIT VENT W/ NOWCORROSiVE WiRE INSECT SCREEN TYP EX EXTERIOR WALL ASSEMBLY WINDOW & DOOR PER SCHEDULE POST BEYOND PER STRUCTURAL, WRAP PER DETAIL TYP EX MAIN FLOOR FLOOR ASSEMBLY -FiNiSH FLOOR PER PLAN -PLYWOOD SHEATHING PER STRUCTURAL / -EXISTING FRAMING OR PER STRUCTURAL / -5/5" GWB / TYP WATERPROOF DECK ASSEMBLY / -DECKING / -P.T. WD SLEEPERS -FiDERGLASS WATERPROOFING SYSTEM; SLOPE MiN 1/4":12" -MARINE GRADE PLYWOOD OR PER STRUCTURAL AND MFR / -1X CAR DECKING PER STRUCTURAL & WATERPROOFING MFR I I -FRAMING PER STRUCTURAL I I I TYP EXTERIOR FASCIA MOUNTED S.S. CABLE RAILING I p I 6" 4X4 P.T. POST PER STRUCTURAL I I i WRAP W/ 1x_ CEDAR, GLUE & NAiL; 1 I I PAINTED, TYP I I I / MITERED CORNERS, TYP /------------ I - TYP POST WRAP DETAIL j xl 1.4-0" BEAM PER STRUCTURAL, WRAP PER DETAIL, TYP \ POST BEYOND PER STRUCTURAL, WRAP PER DETAIL \ R-21 GATT INSULATION AT RiM, TYP \ TYP EX LOWER FLOOR ASSEMBLY -FiNiSH FLOOR PER PLAN -EX REINFORCED CONCRETE SLAB ON GRADE -EX SUBGRADE TYP EX EXTERIOR WALL ASSEMBLY -SiPING PER ELEVATIONS -EX BUILDING WRAP OR HENRY BLUESKiN VP100 BUILDING WRAP OR BETTER -EX CDX PLYWOOD SHEATHING OR PER STRUCTURAL -EX FRAMING OR PER STRUCTURAL -EX INSULATION OR FiLL EXPOSED CAVITIES WiTH R-15 MiN GATT INSULATION 9 2X4 WALLS AND R-21 GATT INSULATION @ 2X6 WALLS -1/2" GWB -PVA PRIMER I� �I EXISTING GRADE STONE CAP, TYP. SLOPE TO DRAIN 1'-6"Wx2'-6"H DR1CK VENEER 9 POSTS, TYP EXISTING FOOTING DRAIN EXISTING FOUNDATION & FOOTING II ' I I � 1 I i, LOPE 1/4:12 TYP ROOF A55EM13LY NO EAVE VENTS PERMITTED Cad SOUTH WALL METAL EDGE FLASHING K-STYLE METAL GUTTER 1X6 OVER 5/4X10 WD FASCIA; PAINTED, TYP 1/2" T&G SOFFIT 5/8 TYPE "X" GWB FROM TOP OF PLATE TO BOTTOM OF SHEATHING PER R.32.1(2)b TYP EX EXTERIOR SOUTH WALL ASSEMBLY FIRE -RATED EAVE ASSEMBLY DETAIL @ OUTH WALL I I I / TYP NEW ROOF ASSEMBLY PER 1/A4.0 (UNVENTED TH15 LOCATION) TYP FiRE-RATED EAVE ASSEMBLY PER DETAIL; EAVE TO BE / EQUAL TO OR SMALLER THAN EXISTING 9 EX NOWCONFORMiNG / SOUTH WALL / METAL DRiP EDGE K-STYLE METAL GUTTER 4 1X6 OVER 5/4X10 WD FASCIA, TYP I VERIFY MATCH EXIST. 6" 1 �`- ---�i LINTEL AS REQ'D PER STRUCTURAL EXISTING GRADE REPLACE EX WINDOW PER SCHEDULE TYP EX MAiN FLOOR A55EMBLY PER 1/A4.0 TYP FIRE -RATED EXTERIOR SOUTH WALLASSEMBLY -REPLACE EX BRICK VENEER -EX AiR SPACE -HENRY BLUESKiN VP100 BUILDING WRAP OR BETTER -EX CDX PLYWOOD SHEATHING OR PER STRUCTURAL -EX 2X4 FRAMING -FILL EXPOSED CAVITIES WiTH R-15 MiN GATT INSULATION -1/2" AiR SPACE -NEW 2X4 FRAMING -R-15 GATT INSULATION (TOTAL = R-30) -5/8" TYPE "X" GWB -PVA PRIMER R-21 GATT INSULATION 9 RiM, TYP EX FOUNDATION 9 SOUTH GARAGE TO REMAIN TYP EX S.O.G. ASSEMBLY @ GARAGE -EX REINFORCED CONCRETE SLAB ON GRADE -EX SUBGRADE EXISTING FOUNDATION & FOOTING EXISTING FOOTING DRAIN EXISTING PiN PILES TYP NEW ROOF ASSEMBLY PER 1/A4.0 (3) 3" DIAMETER HOLES PER BAY W/ NOWCORROSiVE INSECT SCREEN TYP EAVE ASSEMBLY PER 1/A4.1 DETAIL METAL DRiP EDGE K-STYLE METAL GUTTER 1X6 OVER 5/4X10 WD FASCIA, TYP 2" CONTINUOUS FLUSH SOFFIT VENT W/ NON -CORROSIVE WiRE INSECT SCREEN WINDOW PER SCHEDULE TYP NEW EXTERIOR WALL ASSEMBLY PER 1/A4.1 TYP NEW MAiN FLOOR ASSEMBLY PER 1/A4.1 ENTRY DOOR PER SCHEDULE R-21 GATT INSULATION 9 RiM, TYP CONCRETE PATiO PER STRUCTURAL, SLOPE AWAY FROM HOUSE 1/2" RADIUS NOSING Cad STEP TREMPROOF 250GC, XYPEX OR APPROVED EQUAL WATERPROOFING 9 ALL NEW & EXPOSED EX BELOW GRADE FOUNDATIONS, TYP NEW FOUNDATION AND FOOTING PER STRUCTURAL 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK, INSTALL PER CiTY OF EDMONDS SPECIFICATIONS, TiE INTO EXISTING FOUNDATION DRAIN AND STORM SEWER SURROUND 4" PERFORATED PVC PiPE DRAIN BY 6" MiN 1" MINUS WASHED ROCK ENCIRCLED WiTH NOW WOVEN GEOTEXTiLE FILTER FABRIC (MiRAF114DN, SUPAC 4NP OR SiM); AT HIGHEST POINT PERFORATED PiPE INVERT SHOULD BE AT LEAST 6" BELOW BTM OF SLAD FLOOR OR LEVEL OF CRAWLSPACE. DISCHARGE PiPE FOR SUBSURFACE WILES SHOULD BE SLOPED FOR FLOW TO OUTLET PiN PILES PER STRUCTURAL 10MiL POLYETHELENE VAPOR BARRIER AT CRAWLSPACE TYP, LAP EDGES 12" MiN, RUN UP WALLS 12" MiN. ui U Z � CV W Q (n 0000 Im U) Q UJ 0/ Cn z 00 v-- z N 2i ��w v) CY ~ 0 W Q 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: 09/14/2020 REV: 10/27/2020 PERMIT SET WALL SECTIONS & DETAILS WALL SECTION SCALE: 1/2" = 1'-0" WALL SECTION SCALE: 1/2" = 1'-0" WALL SECTION SCALE: 1/2" = 1' 0'' TYP ROOF ASSEMBLY 12 TYP NEW ROOF ASSEMBLY f EK 1/A4.0 TYP EAVE ASSEMBLY PER DETAIL METAL DRiP EDGE K-STYLE METAL GUTTER 1X6 OVER 5/4X10 WD FASCIA, TYP TYP NEW EXTERIOR WALL ASSEMBLY -SiDiNG PER ELEVATIONS -HENRY 13LUESKiN VP100 BUILDING WRAP OR BETTER -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -R-21 GATT INSULATION -1/2" GWB -PVA PRIMER TYP INTERIOR HANDRAIL PER DETAIL METAL SiPE WALL FLASHING, RUN UP WALL 8" MiN TYP NEW ROOF ASSEMBLY PER 1/A4.0 TYP EX MAiN FLOOR ASSEMBLY PER 1/A4.0 BEAM PER STRUCTURAL TYP INTERIOR HANDRAIL PER DETAIL TYP EX LOWER FLOOR ASSEMBLY PER 1/A4.0 EXISTING FOUNDATION, FOOTING, & PiN PILES EXISTING FOOTING DRAIN (3) 3" DIAMETER HOLES PER PAY W/ NON -CORROSIVE INSECT SCREEN METAL EDGE FLASHING K-STYLE METAL GUTTER 1X6 OVER 5/4X10 WD FASCIA; PAiNTED, TYP 2" CONTINUOUS FLUSH SOFFIT VENT W/ NON -CORROSIVE WiRE SCREEN 1/2" T&G SOFFIT TYP EXTERIOR WALL ASSEMBLY TYP EAVE ASSEMBLY DETAIL — — — — — — — — — — — — — — — � 12 \ / / 1/4 I I TYP 1 1 1/4 1� iJ I I I I I I I TYP I / -- ---------------------- LEAST 4" AND LESS THAN 6-1/4" PERIMETER DIMENSIONS WI) HANDRAIL W/ 0.01" RADIUS EDGE WD HANDRAIL SCREW TO 3/16" CONTINUOUS METAL RAiL � I MTL BRACKET PER FiNiSH SELECTION L15T ----1 1-1/2" 1/ 1 I I I I BLOCKING-- —� 1/2" GWB / TYP INTERIOR HANDRAIL DETAIL TYP UPPER FLOOR ASSEMBLY OVER CONDITIONED SPACE i -FiNiSH FLOOR PER PLAN / �� -PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -5/8" GWB i i / o TYP UPPER FLOOR ASSEMBLY OVER GARAGE -FiNiSH FLOOR PER PLAN -PLYWOOD SHEATHING PER STRUCTURAL z -FRAMING PER STRUCTURAL o -R-38 BATT INSULATION _ -5/8" TYPE "X" GWB O oQ Qo w O z _ Q Z = / 5/8" TYPE "X" GWB AT GARAGE WALLS AND CEILING, TYP R-21 BATT INSULATION @ WALLS SEPARATING LiViNG SPACE FROM GARAGE SAW CUT EX FOUNDATION AS REQ'D AT NEW STAIR TYP NEW MAIN FLOOR ASSEMBLY FiNiSH FLOOR PER PLAN PLYWOOD SHEATHING PER STRUCTURAL FRAMING PER STRUCTURAL R-38 BATT INSULATION OVER UNCONDITIONED SPACES _ I Tr Nr-VV a.V.V. AJJtMULT(CV_ UAKAUr- - -EXPOSED REINFORCED CONCRETE SLAP ON GRADE PER STRUCTURAL o ac -6MiL POLYETHYLENE VAPOR DIFFUSION RETARDER o o -6" GRAVEL (NO MORE THAN 5% FINES) wz = -- -UNEXCAVATED SUBGRADE z � Oz ° ctJ °L Z Q TREMPROOF 250GC, XYPEX OR APPROVED EQUAL WATERPROOFING IL 10" Q @ ALL NEW & EXPOSED EX BELOW GRADE FOUNDATIONS, TYP O Q N �' �' NEW FOUNDATION AND FOOTING PER STRUCTURAL z � ° 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK, INSTALL PER CiTY OF EDMONDS SPECIFICATIONS, TiE INTO EXISTING FOUNDATION DRAIN AND STORM SEWER a SURROUND 4" PERFORATED PVC PiPE DRAIN BY 6" MiN 1" MINUS a WASHED ROCK ENCIRCLED WiTH NON -WOVEN GEOTEXTiLE FILTER FABRIC (MiRAFi 14DN, SUPAC 4NP OR SiM); AT HIGHEST POINT PERFORATED PiPE INVERT SHOULD BE AT LEAST 6" BELOW PTM OF SLAB FLOOR OR LEVEL OF CRAWLSPACE. DISCHARGE PiPE FOR SUBSURFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. FiN PILES PER STRUCTURAL 10MiL POLYETHELENE VAPOR BARRIER AT CRAWLSPACE TYP, LAP EDGES 12" MiN, RUN UP WALLS 12" MiN. INSTALL R-38 INSULATION @ STAIR OVER UNCONDITIONED SPACE -EX FOUNDATION OR PER STRUCTURAL -EX AiR SPACE -EX FRAMING -EX INSULATION OR FiLL EXPOSED 2X4 CAVITIES WiTH R-15 BATT INSULATION AND EXPOSED 2X6 CAVITIES WiTH R-21 BATT INSULATION -EX GWB W U Z N W (n 0000 U) w 00 z v-- 0 z w N U) Cy ~ 0 L LI Q J 9716 REGISTERED ARCHITECT GHEI 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.h2darc h i tects.c om DATE: 09/14/2020 REV: 10/27/2020 PERMIT SET WALL SECTIONS & DETAILS WALL SECTION SCALE: 1/2" = 1'-0" A4,1 iNTERiOR EXTERIOR iNTERiOR EXTERIOR FOLD UP SiGA R-10 FOAM Cad TYP EXTERIOR MAJVEST WEATHER RESISTIVE BARRIER AND R-10 FOAM Cad HEADER TYP TYP EXTERIOR HEADER TYP WALL ASSEMBLY WEATHER RESISTIVE TEMPORARILY SECURE WALL ASSEMBLY MECHANICALLY BARRIER HEADER PER STRUCTURAL 1/2" GWB SELF-ADHESIVE WATERPROOF FASTEN AS NEC. OR EXIST SELF-ADHESIVE WATERPROOF WD TRiM MEMBRANE INSTALL PER DETAIL iN CORNERS MEMBRANE INSTALL PER 7/A4.2 PER TYP 8/A4.2 THROUGH EXTERIOR SHEATHING DETAIL SiGA FENTRiM o 1/2" GWB 15/A4.2 MTL FLASHING OVER WD TRiM EXTERIOR SHEATHING MTL FLASHING OVER WD TRiM 4 FOLD UP WEATHER- WD TRIM PER HEADER PER TAPE WEATHER RESISTIVE SILL PLATE RESISTIVE BARRIER & TYP DETAIL STRUCTURAL PREPRiMED CEDAR TRiM BARRIER ;' TEMPORARILY SECURE 13/A4.2 PER TYP DETAIL 14/A4.2 SiGA FENTRiM WD TRiM PER TYP DETAIL DOOR JAMB WINDOW LINER 12/A4.2 PRE -HUNG DOOR PER SCHEDULE WINDOW PER WINDOW WEATHER - SCHEDULE TYPSTRiPPiNG TYP �WlNDOW HEAD TYP EXTERIOR DOOR HEAD TYP EXTERIOR WALL 3 3 WEATHER -RESISTIVE SiGA FENTRiM 4" OR BARRIER 6"; NO CUTS NECESSARY 9 CORNER SiLL PLATE DO NOT FLASH � � OVER BOTTOM ASSEMBLY TYP EXTERIOR WALL ASSEMBLY NAILING FLANGE \ SiGA FENTRiM MECHANICALLY FASTEN A @ CORNER WD TRiM PER TYP SELF-ADHESIVE WATERPROOF WINDOW FLASHING NECESSARY iN CORNERS DETAIL 12/A4.2 MEMBRANE INSTALL PER DETAIL 8/A4.2 1. CUT THE MAJVEST FLUSH WiTH THE ROUGH 15. REPEAT STEPS 11-14 TO SEAL ALL EDGES OF THROUGH SiGA FENTRiM WD TRiM PER TYP DETAIL 14/A4.2 OPENING THE RO: SiLL, JAM135, AND HEAD 2. CUT THE MAJVEST AT 45 DEGREE ANGLE TO 16. INSTALL THE WINDOW ACCORDING TO THE A POINT 9 UP AND 9" OUT FROM THE UPPER MANUFACTURER'S SPECIFICATIONS. UNLESS O SiGA FENTRiM WEATHERSTRiPPiNG TYP CORNERS OF THE ROUGH OPENING SPECIFIED, SEALANT 15 NOT REQUIRED BEHIND SELF-ADHESIVE WATERPROOF 3. FOLD UP MAJVEST FLAP AT HEAD AND THE NAiL FLANGE SiGA FENTRiM MEMBRANE INSTALL PER 7/4.2 PRE -HUNG DOOR TEMPORARILY SECURE WiTH TAPE PER SCHEDULE 17. USE FENTRiM 4" OR WIDER TO COUNTER- WD TRiM PER TYP DETAIL DOOR JAMB 4. CUT FENTRiM (4") TO FiT THE DEPTH OF THE FLASH THE FLANGE iN WEATHER -LAP FASiON SEAL TOP OF JOISTS 13/A4.2 SiLL ADDING 3" OVERHANG TO THE EXTERIOR 18. BOTTOM FLANGE REMAINS UNTAPED JAMB UNDER DECKING WD TRiM PER TYP DETAIL 15/A4.2 5. FOLD FENTRiM ALONG THE SPLIT BACKING FLASHING EXTENDS 2" PAST LOWER EDGE OF 1/2" GWB 1/2" GWB PAPER FLANGE TYP WINDOW �IA�MB TYP EXTERIOR DOOR JAMB 6. SLIDE INTO CORNER 19. HEAD FLASHING EXTENDS 1" PAST THE 2 _7. PEEL OFF ONE BACKING STRIP AFTER OUTER EDGES OF THE JAMB FLASHING 5 ANOTHER AND PRESS ON FIRMLY 1 -1-0 1" -1-0 8. STARTING AT THE CORNER, SPREAD THE 20. DRAPE THE MAJVEST FLAP OVER THE HEAD LOOSE END OF THE FENTRiM GRADUALLY ONTO FLASHING DOOR PAN EXTERIOR DOOR W/ THE WALL FACE 21. SEAL THE 45 DEGREE CUTS WiTH FENTRiM SiLL PER TYP DETAIL INTEGRAL THRESHOLD 9. USE BOTH THUMBS FOR A UNIFORM BACKER ROD x (2) BEADS OF BUTYL CAULK APPLICATION AND PRESS ON FIRMLY FiNiSH FLOOR :i� o ALONG SILL, 1" iNSiDE FRONT AND 10. REPEAT STEPS 8 AND 9 TO SEAL ALL N � REAR EDGES, EXTEND CAULK 3" CORNERS TYP FLOOR TiE-iN WiTH WEATHER RESISTIVE BARRIER INSTRUCTIONS ASSEMBLY w UP SIDES OF ROUGH OPENING 1. INTEGRATE INSTALLATION OF SiGA MAJVEST WEATHER -RESISTIVE 2x_ WD SILL W/ SLOPE & DRiP SELF ADHESIVE FLEXIBLE FLASHING, 11. CUT FENTRiM 6" OR WIDER TO LENGTH (INSIDE BARRIER WiTH SiGA FENTRiM TO FORM WATER SHEDDING LAPS EXTEND BELOW SLAB, MINIMIZE TO iNSiDE OF THE RO) 2. SCORE AND FOLD WEATHER -RESISTIVE BARRIER ABOVE HEADER TO NOTES: SELF-ADHESIVE WATERPROOF SLR ENETRATiONS FOR REBAR 12. FOLD FENTRiM ALONG THE SPLIT BACKING ALLOW FOR SiGA FENTRiM INSTALLATION 1. ViSiT SiGACOVER.COM FOR THE MOST CURRENT DETAILS, MEMBRANE, INSTALL PER 7/A4.2 44 PAPER 3. INSTALL 51GA FENTRiM HEAD FLASHING UNDER WEATHER- INSTALLATION VIDEOS AND PRODUCT DATA SHEETS 13. RELEASE FIRST BACKING PAPER AND SEAL RE5i5TIVE BARRIER 2. INSTALL SiGA FENTRiM iN ORDER A5 SHOWN BY NUMBERS TYP EXTERIOR a CAULK TO RO 4. FOLD WEATHER -RESISTIVE BARRIER BACK OVER HEAD FLASHING 3. MECHANICALLY FASTEN AS NECESSARY WALL ASSEMBLY SUB SiLL OR SHIM 2X CEDAR TRiM S PEEL OFF SECOND BACKING PAPER AND AND SEAL WiTH 51GA FENTRiM TAPE 4. DETAIL ALSO APPLIES TO 51GA WiGLUV INTERIOR EXTERIOR TO BE PRESSURE ° a CONCRETE SLAB SEAL ONTO THE WALL FACE/FACADE AND TREATED PRESS ON FIRMLY TYP WINDOW SILL TYP DOORjT HRESHOLD % BLUESKIN WB TAPE FLASHING DTL Q BLUESKIN WB FLASHING DTL @ EXTERIOR 3 1" =1'-p" 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 R-10 FOAM Cad HEADER TYP EXTERIOR WALL 1x4 HEAD TRiM MITER CORNERS 1x4 HEAD TRiM TYP ASSEMBLY SIDES DOOR PER SCHEDULE 1/2" REVEAL HEADER PER SELF-ADHESIVE MEMBRANE INSTALL MITER CORNERS 5/4x4 WD TRiM 1/2" REVEAL 1/2" GWB, TYP STRUCTURAL WATERPROOF 5/4x4 WD TRIM Cad SIDES 1/2"x4 WD TRiM WD TRiM PER TYP WATERPROOFED MTL FLASHING OVER Cad DETAIL 15/A4.2 TiLE OVER PER 7/A4.2 1/2"x4 WD TRiM BACKER BRD. WD TRiM WINDOW PER WINDOW � WRAP TILE Cad WD TRIM PER TYP SCHEDULE LINE OF JAMB, TYP R LiNE OF DOOR DOOR FRAME DOOR JAMB WINDOW HEAD DETAIL 12/A4.2 2x_ WOOD SILL, WITH WINDOW PER WINDOW JAMB, TYP DE TRIM 1 PER TYP SEALANT SLOPE AND ILL, SET SCHEDULE DOOR PER DOOR DOOR PER SCHEDULE DETAIL WINDOW PER WINDOW DOOR PER DOOR SCHEDULE PROUD OF FACE OF SiDE SCHEDULE SCHEDULE TRiM TYP 5/4x_ WOOD SiLL, PAINTED TYP WNDW HEAD SHOWER TYP E�XT�.WNDW TRIM TYP I NT. WNDW TRIM TYP E�XT�.DOO171 M TYP I NT. DOOR TRI M TYP INT DOOR HEAD TYP I NTDOOR JAM BWNEROWNER TYP EXTERIOR WALL ASSEMBLY WD TRiM PER TYP CL DETAIL 12/A4.2 CE DOOR, WHERE OCCURS DOOR, WHERE OCCURS FiNiSH WOOD FLOORING FiNiSH WOOD FLOORING CEiLiNG SELF-ADHESIVE SCHLUTER TRANSITION SCHLUTER SCHiENE WATERPROOF MEMBRANE TYP WALL ASSEMBLY TRANSITION STRIP, INSTALL PER 7/A4.2 1/2"x4 WOOD BASE, ALUMINUM 5/8" GW PAINTED CARPET TiLE FLOORING SEALANT SUBFLOOR SUBFLOOR 1x_ WD TRIM Cad Q WRAP TiLE Cad WINDOW JAMB I STRIP, ALUMINUM BEAM WRAP, � FiNiSH FLOORING PAINT GRADE TiLE OVER WATERPROOFED BACKER BOARD N I TYP WNDW JAMB @SHOWER Q TYP WD BASE DTL TYP WD TO CRPT TRANSITION 20 TYP WD TO TILE TRANSITION 21 TYP BOX BEAM DETAIL 10 1" FRAMED WALL TiLE OVER WATERPROOFED BACKER TYP ASSEMBLY: TEMPERED CLEAR -TILE TEMPERED GLASS TiLE, THiNSET OVER FULLY BOARD -THIN SET TiLE SHOWER PANEL GLASS SHOWER WATERPROOFED BACKER WRAP TiLE @ SiLL, SLOPE TO DRAIN -CEMENT BACK BPANEL SLOPE BOARD PANEL BOARD � -WATERPROOF MEMBRANE BUILT-UP CURB LOW PROFILE ALUMINUM OR BED OF SEALAN LOW PROFILE ALUMINUM SEALANT -FRAMED WALL FLOOR TiLE OVER 31/2 S.S. U-CHANNEL TiLE OR S.S. U-CHANNEL 5L0P 2x_ WD SiLL W/ SLOPE & DRIP RECESSED SHELF SUBSTRATE AND BB BED OF SEALANT GW SUBN SHOWER FLOOR � -- P.T. BENCH FRAME SLOPE SiLL TO DRAT "' WATERPROOFING MUD SET SELF-ADHESIVE WATERPROOF SiLL MATERIAL PER TYP FLOOR �� TiLE OVER MUD SET OVER CEMENT SHOWER PAf�-� MEMBRANE INSTALL PER 7/A4.2 FINISH SCHEDULE 4° ASSEMBLY TYPN, SLOPE TO DRAIN, BACKER BOARD TiLE TYP EXTERIOR WALL ASSEMBLY BLOCKING FRAMED WALL NOTE: CONTRACTOR TO FULLY WATERPROOF ALL AREAS OF FRAMED WALL *FULLY WATERPROOF SHOWER FLOOR AND CURB TYP SHOWER INCLUDING BUT NOT LiMiTED TO NICHE, WALLS, *FULLY WATERPROOF SHOWER WALLS TYP SHOWER PAN, AND CURB TYP WNDW SILL @ SHOWER TYP RECESSED SHELF DTL TYP U-CHANNEL DTL CURB TYP U-CHANNEL WALL TYP BENCH DTL -SECTION 1 -1 0 1 -1 0 1' -1 0 PLAN ViEW - - 0 INSTALLED :i� WINDOW z z U- W U z N W (n ono U) >Q w � Cn z 00 � z N ��w v) Cy 0 w Q 9716 REGISTERED ARCHITECT //,I•� 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 EDMONIDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 09/14/2020 REV: 10/27/2020 PERMIT SET TYP. DETAILS A4,2 STRUCTURAL NOTES O C I (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: ROOF 15 PSF FLOOR 15 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF FLOOR 40 PSF (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.10). EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-10 SECTION 12.8. SITE CLASS (ASSUMED) D SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.323 ONE SECOND SPECTRAL RESPONSE ACCEL (Si) 0.520 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 0.882 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.520 RISK CATEGORY II SEISMIC IMPORTANCE FACTOR (IE) 1.0 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE -RESISTING -SYSTEM WOOD SHEAR WALLS RESPONSE MODIFICATION FACTOR, (R) 6.5 REDUNDANCY FACTOR (p) 1.0 SEISMIC RESPONSE COEFFICIENT (CS) 0.136 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-10 SECTION 12.7.2. BASE SHEAR (V), V = CSW = SIDS R I W 14.7 KIPS WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 110 MPH EXPOSURE C KZT 1.72 SEE PLANS FOR ADDITIONAL DESIGN LOADS. STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK IN ACCORDANCE WITH CHAPTER 1704.4 OF THE IBC. CONCRETE CONSTRUCTION - SPECIAL INSPECTION IS REQUIRED IN CONFORMANCE WITH IBC SECTION 1705.3 AND TABLE 1705.3. LIGHT FRAMED WOOD SHEAR WALLS - SPECIAL INSPECTION IS REQUIRED IN CONFORMANCE WITH IBC SECTION 1705.5 AND 1705.11.2. A PRECONSTRUCTION MEETING IS REQUIRED FOR WOOD FRAMING WITH THE STRUCTURAL ENGINEER, GENERAL CONTRACTOR AND FRAMING CONTRACTOR REPRESENTATIVES PRESENT. SPECIAL INSPECTION FOR THE ABOVE SYSTEMS SHALL BE AS INDICATED IN THE SPECIAL INSPECTION TABLE BELOW. STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED. FREQUENCY AND DISTRIBUTION OF REPORTS - INSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY SPECIAL INSPECTOR. STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION. REPORTS SHALL BE DISTRIBUTED TO THE CONTRACTOR, ARCHITECT, ENGINEER AND BUILDING OFFICIAL. SPECIAL INSPECTION OPERATION CONT PERIODIC REMARKS SOILS PIPE PILING INSTALLATION X GEOTECH ENGINEER PILING REFUSAL VERIFICATION X GEOTECH ENGINEER CONCRETE CONCRETE TEST SPECIMENS X ADHESIVE ANCHORS X IF REQ'D WOOD FRAME SHEARWALL & DIAPHRAGM NAILING X SPACING s 4" OC STRAP NAILING X DRAG STRUT INSTALLATION X NOTE: ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL RESULTS. ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. SHOP DRAWINGS SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION: 1. REINFORCING STEEL 3. OPEN WEB TRUSSES 2. CONCRETE MIX DESIGN 4. ENGINEERED WOOD BEAMS SHOP DRAWINGS SHALL BE REVIEWED, REVISED AS REQUIRED FOR FIELD CONDITIONS, AND DATE STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. CONTRACTOR SHALL PROVIDE (3) SETS OF SHOP DRAWINGS FOR ENGINEER'S REVIEW. ALLOW TWO WEEKS FOR SHOP DRAWING APPROVAL BY ENGINEER. ENGINEER'S SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY, AND FOR PERFORMING THE WORK IN A SAFE MANNER. ENGINEER'S SHOP DRAWING REVIEW OF STRUCTURAL COMPONENTS DESIGNED BY OTHERS IS FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL CONNECTIONS TO THE BASIC STRUCTURE. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF THE LOADS IMPOSED ON THE BASIC STRUCTURE AND SHALL BE STAMPED & SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT. FABRICATION SHALL BEGIN ONLY AFTER SHOP DRAWINGS BEARING THE STAMP AND SIGNATURE OF THE PROJECT ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR HAVE BEEN RECEIVED. DEFERRED APPROVAL ITEMS SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND INDICATE THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 1. HANDRAILS AND GUARDRAILS 2. OPEN WEB TRUSSES FOUNDATIONS: PIN PILES SOILS REPORT: REPORT NO: 999017 PREPARED BY: NELSON GEOTECHNICAL ASSOCIATES, INC. DATED: SEPTEMBER 29, 2017 ALLOWABLE PILE CAPACITY: 3 TONS (2"0) 8 TONS (4"0) PASSIVE EARTH PRESSURE: 150 PCF LATERAL EARTH PRESSURE: UNRESTRAINED: 100 PCF IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE THAN 10% FINES (PASSING THE #200 SIEVE). FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12") INCHES IN LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST METHOD D1557-00. BACKFILL BEHIND ALL RETAINING WALLS WITH WELL -DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER ARCHITECTURAL SPECIFICATIONS. 4" 0 PIPE PILING INSTALLATION 4" STD PIPE SHALL CONFORM TO ASTM A53 GRADE A OR B, FY = 30 KSI (MIN) REFERENCE PLAN FOR ANY BATTER PILES REQUIRED. PIPE PILING SHALL BE DRIVEN INTO THE SUBGRADE TO A POINT OF REFUSAL BY MEANS OF A TRACTOR MOUNTED TB425 BREAKER HAMMER W/ AN ENERGY RATING OF 1100 FT -LB, WITH REFUSAL BEING DEFINED AS 3 INCH OR LESS OF PENETRATION DURING 1 MINUTE OF SUSTAINED DRIVING. PIPE SECTIONS SHALL BE BUTTED TOGETHER AND WELDED. PROPERLY PREPARE ENDS OF WELDED JOINTS TO AVOID FRACTURE OF JOINT. WELDED COUPLERS SHALL BE USED. WHERE NOT INDICATED, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.8 IN AWS "STRUCTURAL WELDING CODE". WELDING SHALL CONFORM TO AWS D1.1 LATEST EDITION. ALL WELDING SHALL BE DONE WITH 70 KSI LOW HYDROGEN ELECTRODES. ALL WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED IN ACCORDANCE WITH AWS AND WABO. SLEAVED COUPLERS IF DESIRED SHOULD BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 3% OF THE INSTALLED PILES SHALL BE LOAD TESTED TO 2 TIMES THE DESIGN LOAD (2x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fc) AND MIX CRITERIA SHALL BE AS FOLLOWS: MAXIMUM MIN CEMENT TYPE OF CONSTRUCTION f'c WATER/CEMENT CONTENT PER CUBIC MAXIMUM SHRINKAGE STRAIN RATIO YARD SLABS ON GRADE 3000 PSI 0.55 5 1/2 SACK N/A FOOTINGS 3000 PSI 0.55 5 1/2 SACK N/A GRADE BEAMS 3000 PSI 0.50 5 1/2 SACK N/A WALLS 3000 PSI 0.45 5 1/2 SACK N/A ALL OTHER CONC. 2500 PSI 0.45 5 SACK N/A THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 5 OF ACI 318. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI 318 TABLE 4.2.1 FOR MODERATE EXPOSURE CONDITION. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS NOT ROLLS. LAP WELDED WIRE FABRIC 12" AT SIDES AND ENDS. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH SP-66 AND ACI 318R, LATEST EDITIONS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. MECHANICAL SPLICING OF REINFORCING BARS, WHERE INDICATED ON THE DRAWINGS, SHALL BE BY AN ICBO APPROVED SYSTEM, SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET -SETTING EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REFER TO CHAPTER 7 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS. MINIMUM LAPS AND EMBEDMENT UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED BELOW: f'c = 3000 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 22 17 9 28 22 12 #4 29 22 11 37 29 15 #5 36 28 14 47 36 19 #6 43 33 17 56 43 23 #7 63 48 20 81 63 27 #8 72 55 22 93 72 30 NOTE: 1. ALL LENGTHS ARE IN INCHES. 2. ALL LAP SPLICES ARE CLASS B. 3. "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. CONCRETE COVER ON REINFORCING CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE EXPOSED TO EARTH AND WEATHER: #6 BARS AND LARGER 2" #5 BARS AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS AND JOISTS 3/4" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2" CONCRETE GENERAL NOTES VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS. IN ADDITION, THERE SHALL BE A HORIZONTAL BAR AT A MAXIMUM OF 3" FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING WITH TENSION LAP SPLICE AT EACH SIDE PER TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET EACH. AREAS TO BE AS SQUARE AS PRACTICAL AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE AROUND OPENINGS GREATER THAN 12" IN EITHER DIRECTION WITH (2) #5 EACH SIDE AND (1) #5 x 4'-0" DIAGONAL AT EACH CORNER. EXTEND BARS 2'-0" BEYOND EDGE OF OPENING. IF 2'-0" IS UNAVAILABLE, EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. PROVIDE 3/4" CHAMFER AT ALL CORNERS EXCEPT AS NOTED. LUMBER ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc (PSI) SLEEPERS DOUG-FIR STUD 700 - LIGHT FRAMING (STUDS) HEM -FIR STUD 675 800 2x JOISTS AND PLANKS HEM -FIR #2 850 - PLATES AND BLOCKING HEM -FIR #2 850 - 6x AND LARGER BEAMS AND STRINGERS DOUG-FIR #2 875 - 4x AND SMALLER BEAMS AND STRINGERS HEM -FIR #2 850 - ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000 REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: NAIL SHANK 0 MIN LENGTH 8d COMMON 0.1310 2 1/2" SHANK 10d COMMON 0.1480 3" SHANK 12d COMMON 0.1480 3 1/4" SHANK 16d COMMON 0.1620 3 1/2" SHANK 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148"0 x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NDS 11.1.3. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. GALVANIZATION UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED ACCORDING TO THE FOLLOWING TABLE: GALVANIZATION UNTREATED WOOD CCA-C SBX ACQ-C ACQ-D CBA-A CA-B OTHER BORATE ACZA OTHER PT WOOD G90 X X X G185 X X X X X X HDG X X X X X X STT300 X X X X X X X X G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA HDG = HOT DIP GALVANIZED SST300 = TYPE 316L STAINLESS STEEL RATED SHEATHING RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE IN CONFORMANCE WITH IBC STANDARD 2303.1.4. TIMBERSTRAND, MICROLLAM, AND PARALLAM MEMBERS FABRICATED IN CONFORMANCE WITH THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES) REPORT NO. ESR-1387 OR CCMC REPORT NO. 12627-R, 08675-R, AND 11161-R. EACH MEMBER SHALL BE IDENTIFIED BY A STAMP INDICATING THE PRODUCT TYPE AND GRADE, ICC-ES OR CCMC REPORT NUMBER, MANUFACTURER'S NAME, PLANT NUMBER AND INDEPENDENT INSPECTION AGENCY'S LOGO. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL MEET THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fv (PSI Fc (PSI) BEAMS & POSTS (d < 9 1/2") LSL 1.3E 1,700 425 1,835 RIMS & BEAMS (d >_ 9 1/2") LSL 1.55E 2,325 310 - BEAMS & POSTS LVL 2.0E 2,600 285 2,510 POSTS (d < 9 1/2") PSL 1.8E 2,400 190 2,500 BEAMS (d >_ 9 1/2") PSL 2.2E 2,900 290 - TIMBERSTRAND, MICROLLAM, AND UNTREATED PARALLAM MEMBERS ARE INTENDED FOR DRY -USE APPLICATIONS. UNLESS NOTED OTHERWISE, ENGINEERED WOOD BEAMS EXPOSED TO WEATHER SHALL BE TREATED PER MANUFACTURES RECOMMENDATIONS. GLUE -LAMINATED TIMBER GLUE -LAMINATED TIMBER SHALL BE DOUGLAS FIR, FABRICATED IN CONFORMANCE WITH ANSI/AITC STANDARD A190.1, LATEST EDITION. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL BE OF THE FOLLOWING MINIMUM STANDARDS: SPAN COMBINATION Fb SIMPLE SPAN BEAMS 24F-V4 2400 PSI CANTILEVER OR MULTI -SPAN BEAMS 24F-V8 2400 PSI OPEN WEB WOOD JOISTS OPEN WEB WOOD JOISTS, MANUFACTURED BY THE RED BUILT COMPANY SHALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED ON THE PLANS. ALL DESIGN SHALL BE IN ACCORDANCE WITH THE ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED BY THE BUILDING CODE. SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW. PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND PERMANENT BRACING IS INSTALLED. MANUFACTURER SHALL PROVIDE ALL SPECIALTY ITEMS REQUIRED FOR A COMPLETE INSTALLATION OF JOISTS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 10/ 2112020 J Q F- Z m O m u =) w N � H H O C W w w Q a a Y D' Q DESIGN: BTJ DRAWN: JEG CHECK: DMT JOB NO: 20039.10 DATE: 03/23/20 ' N W i; O U 00 Z Ld V)Q 0 co WCO I-- V) 0 Z Z W W N Q M J I� W SHEET: Simi r� V w z J STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) ANCHOR TESTING EACH GROUND ANCHOR SHALL BE TESTED. THE MAXIMUM TEST LOAD SHALL NOT EXCEED THE MANUFACTURER RECOMMENDED MAXIMUM LOAD. TENDON ANCHORS SHALL BE LOADED SIMULTANEOUSLY TO THE ENTIRE TENDON. STRESSING OF A SINGLE ELEMENT OF MULTI -ELEMENT TENDONS WILL NOT BE PERMITTED. A DIAL GAUGE OR VERNIER SCALE CAPABLE OF MEASURING TO 0.001 INCHES SHALL BE USED TO MEASURE THE GROUND ANCHOR MOVEMENT. THE MOVEMENT MEASURING DEVICE SHALL HAVE A MINIMUM TRAVEL EQUAL TO THE THEORETICAL ELASTIC ELONGATION OF THE TOTAL ANCHOR LENGTH AT THE MAXIMUM TEST LOAD PLUS 1 INCH. THE DIAL GAUGE OR VERNIER SCALE SHALL BE SUPPORTED INDEPENDENT OF THE JACKING SYSTEM & RETAINED STRUCTURE & SHALL BE ALIGNED SO THAT ITS AXIS IS WITHIN 5° FROM THE AXIS OF THE GROUND ANCHOR. A HYDRAULIC JACK OR RAM SHALL BE USED TO APPLY THE TEST LOAD. THE JACK & PRESSURE GAUGE SHALL BE CALIBRATED BY AN INDEPENDENT TESTING LABORATORY AS A UNIT. THE PRESSURE GAUGE SHALL BE GRADUATED IN 100 PSI INCREMENTS OR LESS. THE RAM TRAVEL OF THE JACK SHALL NOT BE LESS THAN THE THEORETICAL ELASTIC ELONGATION OF THE TOTAL ANCHOR LENGTH AT THE MAXIMUM TEST LOAD PLUS 1 INCH. THE JACK SHALL BE INDEPENDENTLY SUPPORTED & CENTERED OVER THE ANCHOR SO THAT THE ANCHOR DOES NOT CARRY THE WEIGHT OF THE JACK. ANCHOR LOAD TEST AT LEAST (2) ANCHOR SHALL BE PERFORMANCE TESTED TO 200% OF THE DESIGN LOAD. ANCHORS TO BE TESTED SHALL BE SELECTED BY THE GEOTECHNICAL ENGINEER. ADDITIONAL ANCHOR TESTS MAY BE REQUIRED AT THE REQUEST OF THE GEOTECHNICAL SPECIAL INSPECTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF WHALERS IF REQUIRED TO LIMIT PILE DEFLECTION DURING TESTING. THE PERFORMANCE TEST SHALL BE COMPLETED BY INCREMENTALLY LOADING THE GROUND ANCHOR IN ACCORDANCE WITH THE FOLLOWING TABLE. ANCHOR LOADING ANCHOR UNLOADING LOAD HOLD TIME LOAD HOLD TIME ALIGNMENT LOAD 1 MINUTE 175% DESIGN LOAD UNTIL STABLE 25% DESIGN LOAD 5 MINUTES 150% DESIGN LOAD UNTIL STABLE 50% DESIGN LOAD 5 MINUTES 125% DESIGN LOAD UNTIL STABLE 75% DESIGN LOAD 5 MINUTES 100% DESIGN LOAD UNTIL STABLE 100% DESIGN LOAD 5 MINUTES 75% DESIGN LOAD UNTIL STABLE 125% DESIGN LOAD 5 MINUTES 50% DESIGN LOAD UNTIL STABLE 150% DESIGN LOAD 5 MINUTES 25% DESIGN LOAD UNTIL STABLE 175% DESIGN LOAD 5 MINUTES ALIGNMENT LOAD UNTIL STABLE 200% DESIGN LOAD 60 MINUTES THE ALIGNMENT LOAD (AL) SHOULD BE THE MINIMUM LOAD REQUIRED TO ALIGN THE TESTING APPARATUS & SHOULD NOT EXCEED 5% OF THE DESIGN LOAD. DIAL GAUGES SHOULD BE SET TO ZERO AFTER THE ALIGNMENT LOAD HAS BEEN APPLIED. A CREEP TEST SHALL BE PERFORMED DURING THE 200% DL HOLD TIME. ANCHOR MOVEMENT DURING THE CREEP TEST SHALL BE MEASURED & RECORDED AT 1, 2, 3, 5, 6, 10, 20, 30, 40, 50 & 60 MINUTES OF ELAPSED TIME FROM WHEN THE LOAD INCREMENT WAS APPLIED. ANCHOR PROOF TEST ALL OTHER ANCHORS SHALL BE PROOF TESTED TO 130% OF THE DESIGN LOAD BY INCREMENTALLY LOADING THE ANCHORS IN ACCORDANCE WITH THE FOLLOWING SCHEDULE. AT LOAD INCREMENTS OTHER THAN THE MAXIMUM TEST LOAD THE LOAD SHALL BE HELD LONG ENOUGH TO OBTAIN A STABLE READING. ANCHOR LOADING LOAD HOLD TIME 25% DESIGN LOAD UNTIL STABLE 50% DESIGN LOAD UNTIL STABLE 75% DESIGN LOAD UNTIL STABLE 100% DESIGN LOAD UNTIL STABLE 130% DESIGN LOAD 10 MINUTES THE ALIGNMENT LOAD (AL) SHOULD BE THE MINIMUM LOAD REQUIRED TO ALIGN THE TESTING APPARATUS & SHOULD NOT EXCEED 5% OF THE DESIGN LOAD. DIAL GAUGES SHOULD BE SET TO ZERO AFTER THE ALIGNMENT LOAD HAS BEEN APPLIED. THE MAXIMUM TEST LOAD SHALL BE HELD PER THE SCHEDULE. THE LOAD HOLD PERIOD SHALL START AS SOON AS THE MAXIMUM TEST LOAD IS APPLIED & THE ANCHOR MOVEMENT SHALL BE RECORDED AT 1, 2, 3, 5, 6, & 10 MINUTES. IF THE TOTAL ANCHOR MOVEMENT EXCEEDS 0.04 INCHES, THE MAXIMUM TEST LOAD SHALL BE HELD FOR AN ADDITIONAL 50 MINUTES & ANCHOR MOVEMENT SHALL BE RECORDED AT 20, 30, 50 & 60 MINUTES. IF ANCHOR FAILS IN CREEP, RETESTING WILL NOT BE ALLOWED. ACCEPTABLE ANCHOR TESTS A LOAD TESTED OR PROOF TESTED ANCHOR WITH A 10 MINUTE HOLD CREEP TEST IS CONSIDERED ACCEPTABLE WHEN: THE ANCHOR CARRIES THE MAXIMUM TEST LOAD WITH LESS THAN 0.04" OF MOVEMENT BETWEEN THE 1 & 10 MINUTE READINGS. A LOAD TEST OR PROOF TESTED ANCHOR WITH A 60 MINUTE HOLD CREEP TEST IS CONSIDERED ACCEPTABLE WHEN: THE ANCHOR CARRIES THE MAXIMUM TEST LOAD WITH LESS THAN 0.08" OF MOVEMENT PER LOG CYCLE OF THE TIME & THE CREEP RATE IS LINEAR OR DECREASING. IN ADDITION TO THE ABOVE, A TESTED ANCHOR SHALL NOT EXPERIENCE A PULLOUT FAILURE AT THE MAXIMUM TEST LOAD. A PULLOUT FAILURE IS DEFINED AS THE LOAD AT WHICH ATTEMPTS TO INCREASE THE TEST LOAD RESULT IN CONTINUED PULLOUT MOVEMENT OF THE TEST ANCHOR. ANCHORS THAT HAVE CREEP RATES GREATER THAN SPECIFIED CAN BE INCORPORATED IN THE FINISHED WORK AT A LOAD EQUAL TO 1/2 OF THE FAILURE LOAD. THE FAILURE LOAD IS THE MAXIMUM LOAD CARRIED BY THE ANCHOR AFTER THE LOAD HAS BEEN ALLOWED TO STABILIZE FOR 10 MINUTES. LEGEND DEFINITION SYMBOL DEFINITION SYMBOL DIRECTION OF FRAMING NATIVE SOIL I I mI mI mI I=l I 1 — — — — — EXTENT OF FRAMING GRANULAR FILL STRUCTURAL STEEL COLUMNS COLUMN BEARING ON BEAM P RATED SHEATHING BEAM CONTINUOUS OVER SUPPORT e SHEAR WALL (SEE SCHEDULE) SWX CONCRETE WALL COLUMN MARK (SEE SCHEDULE) G� BEARING STUD WALL FOOTING MARK (SEE SCHEDULE) O NON -BEARING STUD WALL HOLDOWN MARK (SEE SCHEDULE) BEARING STUD SHEAR WALL HANGER MARK (SEE SCHEDULE) O NON -BEARING STUD SHEAR WALL CMU WALL FLAG NOTE (SEE PLAN NOTES) STEEL MOMENT FRAME CONN. �V ABBREVIATIONS (A) AB ABOVE ANCHOR BOLT GLB GLUE -LAMINATED BEAM HORIZ HORIZONTAL ALT ALTERNATE KIP KING POST ARCH ARCHITECT KSI KIPS PER SQUARE INCH (B) BELOW L ANGLE BD BAR DIAMETER MECH MECHANICAL BLKG BLOCKING MF MOMENT FRAME BM BEAM MTL NS METAL NEAR SIDE BOT BOTTOM BRNG BTWN BEARING BETWEEN OC ON CENTER OPPOSITE OPP CJP CLR COMPLETE JOINT PENETRATION PL PLATE PLACES CLEAR PLCS CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH COL COLUMN PSF POUNDS PER SQUARE FOOT CONC CONCRETE P/T POST TENSIONED CONN CONT CONNECTION CONTINUOUS PT PRESSURE TREATED REINFORCING REINF COORD COORDINATE DOUBLE REQ'D REQUIRED SCHEDULE DBL SCHED DET DETAIL SIM SIMILAR DIA DIAMETER SOG SLAB ON GRADE DIM DIMENSION STD STANDARD STIFFENER DIR DIRECTION STIFF EA EACH STL STEEL ELEV ELEVATION SYMM SYMMETRICAL ES EACH SIDE SW SHEARWALL EX EXISTING TOC TOP OF CONCRETE EXP EXPANSION TOS TOP OF STEEL FLR FLOOR TOW TOP OF WALL FDN FOUNDATION FOOTING TYP TYPICAL FTG UNO UNLESS NOTED OTHERWISE FS FAR SIDE VERT VERTICAL GC GENERAL CONTRACTOR �WF WIDE FLANGE ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 012112020 J Q H H � Z m O m N w � H H O LLJ w w 0 d d I DESIGN: BTJ DRAWN: JEG CHECK: DMT JOB NO: 20039.10 DATE: 03/23/20 IF AN ANCHOR FAILS, THE CONTRACTOR SHALL BE RESPONSIBLE TO MODIFY THE DESIGN AND/OR THE N INSTALLATION METHODS USED IN CONSTRUCTION. ANY MODIFICATIONS BY THE CONTRACTOR THAT REQUIRE W N CHANGES TO THE STRUCTURE SHALL HAVE PRIOR APPROVAL PER THE ENGINEER. U 0 Z 0) W Q WCO I-- V) L 0 Z Z w O � N � Q M 0 J I*-, W SHEET: N W O Z S102 w Z O 4m� FOOTING PER DETAIL F-ol P36 P37 a EXIST PILE, TYP (2) LOACTIONS P38 FOUNDATION PLAN SCALE: 1/4" = V-0" 3/4" 0 THREADED ROD, TYP DOWEL & EPDXY INTO EXIST FTG W/ HILTI HIT-HY 200 BLOCK OUT OPENING FOR CRAWLSPACE ----- I II I I I II I - �° I III I I II I I v I III 1 II I I I I III 1 '•I III I I II I I 9 I II I 54.1 I III I III I I 11 I I i - I III I I II I I L- - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - -------------------- ---- - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - I I I I I I I I I I 1 I I III I I I I I I III I I I I I I I I I I I I I I- I I I I I I I I I I I I I I I I r- 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 I • • • I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I•I I I I I I I I I I I I I I 1 Inl I 23'-5 1/2" 14'-0" 6 54.1 4"0 PIPE PILE, TYP op,P2 P5 HELICAL TIEBACK, TYP • • • �H1 334 r-------- --------------------------- I I /AA I 1 • I I CATCHMENT WALL, TYP - - - - - - - - - - - - - - - I I I 1 I I o I 1 I P6 10 7) Ai bo I V v 1 I I I I I, I 7 TYP@ I ® I';P26 V.1CATCHMENT H2 I I j I I I I I 1 I I I P11, P12 333 I I 1 I 1 I I SLAB ON GRADE I H3 8 I I P9 P10 54.1 I Ivv • i0 L--------------------------� `32' 10 I I P25 54.1 1 1 I 1 I I o /� I 4AA P13 j • P141 °o I I I I I I I I I I I 7 I I I I 1 54.1 H4 I I I I 'vv- 224 223 P22 P21 j L-------------------------------------- -----� I I • • • • I I P15 j • • P16 I I I 0 I I I 00 I 6 I I 00 54.1 1 8'-0" MAX ^ I I PILE SPACING I Cl5 I I 1 vv AAA L---------- vvv I • 227, I I I I I I I I I I I I 01 I P29 r----- I ® ® P28 I I I I 1 T-O" I � I un I � I I I P30 P20 P19 P18 P17 2'-0" x 1'-0' x 1'-6" DEEP CONC FTG, W/ #4 @ 8" EA WAY BOT 22'-6 1/2" 14'-5 1/2" DOWEL & EPDXY INTO NEW FTG W/ HILTI HIT-HY 200 & 4" EMBED FOUNDATION PLAN NOTES: op r m 0 a, 1. PILES SHALL BE LOAD TESTED PER STRUCTURAL NOTES AND GEOTECHNICAL REPORT. 2. • INDICATES 4" STD PIPE PILE. REFER TO STRUCTURAL NOTES ON 51.1 FOR SIZE AND INSTALLATION INSTRUCTIONS. 3. NOTIFY THE STRUCTURAL ENGINEER AND THE GEOTECHNICAL ENGINEER IF OBSTRUCTIONS ARE ENCOUNTERED DURING THE DRILLING PROCESS. ALL FINAL PILE LOCATIONS SHALL BE PROVIDED TO THE STRUCTURAL ENGINEER FOR REVIEW. 4. PILES THAT DO NOT MEET THE ACCEPTANCE CRITERIA OF THE GEOTECHNICAL ENGINEER SHALL BE REPLACED WITH A PAIR OF PILES, ORIENTED SO THAT THEY ARE ORTHOGONAL TO AND CENTERED ON THE ORIGINAL PILE LOCATION. 5. STRUCTURAL SLAB SHALL BE 6" THICK W/ #4 BARS @ 12" OC EA WAY AT MID -DEPTH. AT SLOPED PATIO SLABS, THICKNESS SHALL NOT EXCEED 7 1/2". SLAB SHALL BE POURED OVER A 10 MIL VAPOR BARRIER OVER 4" OF 5/8" CLEAN CRUSHED ROCK OR PEA GRAVEL. 6. REFER TO PLAN AND "CONCRETE GENERAL NOTES" ON SHEET 51.1 FOR CONTROL JOINT PLACEMENT AND DETAIL 9/54.1 FOR CONTROL JOINT CONSTRUCTION. 7. REFER TO SHEET 54.1 FOR FOUNDATION DETAILS. 8. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. REFER TO SHEET 51.1 FOR ADDITIONAL CONCRETE DETAILING REQUIREMENTS. 9. FOUNDATION LEVEL HOLDOWNS ARE SHOWN ON UPPER FLOOR FRAMING PLAN. REFER TO HOLDOWN SCHEDULE ON SHEET 53.1 FOR HOLDOWN TYPES AND MAIN FLOOR FRAMING PLAN FOR HOLDOWN ANCHOR BOLT LOCATIONS. 10. REFER TO UPPER FLOOR FRAMING PLAN AND SHEAR WALL SCHEDULE ON SHEET 53.1 FOR LOCATION OF SHEAR WALL ANCHOR BOLTS. ANCHORAGE AT NON -SHEAR WALLS SHALL BE PER STRUCTURAL NOTES. 11. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, AND CONCRETE ROUGH OPENINGS WITH ARCHITECTURAL DRAWINGS AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. 12. REFER TO DETAIL 8/54.1 FOR PIPE PENETRATIONS THROUGH CONCRETE WALL OR FOOTINGS. 13. UNDER SLAB INSULATION PER ARCH DRAWINGS. 14. REFER TO ARCH DRAWINGS FOR IN -SLAB HEATING SYSTEM REQUIREMENTS. 15. 1- INDICATES 2" SLAB STEP AT PATIO. CONTRACTOR TO VERIFY SLAB STEP W/ ARCHITECT. 16. ® INDICATES CATCHMENT WALL ABOVE FOUNDATION REFER TO DETAIL 7/54.1. PILE & ANCHOR SCHEDULE PILE WORKING LOAD PILE TYPE PILE SHAFT HELIX MAX TORQUE MIN TORQUE KT NOTES CONFIGURATION HI-H5 7.0K HELICAL TIEBACK 1 1/2" SQUARE SHAFT TRIPLE HELIX 5 700 FT# 1,500 FT# 10 LOCK OFF SNUG TIGHT HELIX (8", 10", 12") ONLY P1-P38 16.OK PIPE PILE 4" STD PIPE - - - - - ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 10/ 2112020 w cc W � � Q N N � m o CD r-I Y Q DESIGN: BTJ DRAWN: JEG CHECK: DMT JOB NO: 20039.10 DATE: 03/23/20 P� � Q Wp U 00 W N Z Q O W I-- F- CO N Q c) 0 Z Z Z W O D 04 M Q O w a Q J I� W L.L W SHEET: S2ml 2x CAR DECK W/ PLYWOO WATERPROOF O N FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" 4= - 4m ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 10/ 2112020 J Q z C° O m Ln W Ln U G G W W W Q d d Ld Q N N M O O r-I I DESIGN: BTJ DRAWN: JEG II CHECK: DMT 1 JOB NO: 20039.10 DATE: 03/23/20 TYPICAL FLOOR FRAMING PLAN NOTES: 1. FLOOR SHEATHING SHALL BE 3/4" PI 48/24 WITH 10D COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES AND SHEAR WALLS AND 10" OC AT INTERMEDIATE FRAMING. FOR SHEATHING LAYOUT AND NAILING REFER TO DETAIL 2/S4.1. AT EXTERIOR DECKS, SHEATHING SHALL BE 2X PT DECKING LAID FLAT W/ 1/4" GAP BETWEEN DECK BOARDS AND NAILED W/ 16D NAILS @ 4" OC AT ALL SUPPORT FRAMING. Z 2. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. 3. ALL DIAPHRAGMS UNBLOCKED UNO. ^ 4. CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 1 1/2" 0 HOLE CENTERED IN THE DEPTH AND AT THE THIRD POINT OF THE SPAN FOR ALL WOOD FLUSH BEAMS SHOWN ON THE PLAN. ^ 5. WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED. HOLDOWNS Z SHALL BE PLACED AT THE BASE OF THE WALLS SHOWN. 6. TYPICAL HEADERS AT BEARING LOCATION SHALL BE 4x6 HF#2 UNO SUPPORTED BY A MINIMUM OF (1) CRIPPLE STUD AND (1) FULL HEIGHT STUD. 7. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS. N 8. UNLESS NOTED OTHERWISE ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16" OC. W N O U 00 9. UNLESS NOTED OTHERWISE, ALL BEAM -TO -BEAM CONNECTIONS SHALL BE SIMPSON HU OR HUC SERIES FACE Z MOUNT HANGERS W/ MAX NAILING. W N O 10. UNLESS NOTED OTHERWISE, ALL JOIST -TO -BEAM CONNECTIONS SHALL BE SIMPSON HU SERIES FACE MOUNT Q � O HANGERS W/ MAX NAILING. co = Ld 11. UNLESS NOTED OTHERWISE, ALL BEAM -TO -POST CONNECTIONS SHALL BE SIMPSON CCQ OR ECCQ COLUMN CO .. CAPS. Ln V) Z Q Z F— LLI N O N N w Q M a J I� W L L. W 2'-0" 0 2'-0" 7116 4'-0" SHEET: S2m2 14= 'dft 4m ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 2 SW6 N SW6 SW6 SW6 LOWER TOP PLATE AS REQ'D 7 16" ROOF TRUSSES `n �n. o � x a 45901 LL 3 1 2" x 16" PSL �/ 2�/ 2�2� m N SW4 2 T 4x12 HF#2 S I M YA4 11 PT 2x8 HF#2 V 12" FLOOR TRUSSES N N W w w x N N � N CS N D Z 4x8 H F#2 ~ ~ 56.1 cr- O O gypx , O O LL LL 00 0 Q J Q 12" FLOOR TRUSSESoc N co LOWER TOP PLATE Z 2x6 HF#2 @ " OC AS REQ'D w m N ` 4x8 HF#2 3 3 5 1/4" x 16" PSLI 3 3 u x x W w w 7 \ SW2 Est (V SW2 a a a x 55.2 a 16" ROOF TR SSES � Q N N 6 m o 16" ROOF TRUSSES 56.1 O pp- ti x 5 1/4 x 12 PSL Q wql 6 SIM 2 SW4 2 C� L� 2 SW4 2 56.1 DESIGN: BTJ 4111:.) DRAWN: JEG G� CHECK: DMT co JOB NO: 20039.10 cs LL DATE: 03/23/20 IF Lti x Rt 8� Ll L 16" RO SSES TYPICAL FLOOR FRAMING PLAN NOTES: a 1. REFER TO TYPICAL FLOOR FRAMING PLAN NOTES ON S2.2. io X Q m 2. REFER TO TYPICAL ROOF FRAMING PLAN NOTES ON S2.4. N N u- 2 L 3 m x 5 56.1 56.1 OS, V 3 1/2" x 11 7/8" PSL A I I I I I I I I I I I I I I I I- I I I I I III I I 74== I I I I I LlZ CS � 4 5 NJ Q LL. w N o c) 00 w O z rn O o N Q LL LL LL- cn = N � �//1 7� ,Q L � w zo O J I� Li (n W SW6 SHEET: SECOND FLOOR FRAMING PLAN 1 SCALE: 1/4" = V-0" p I 1 S203 2'-0" 0 2'-0" 4'-0" 14= 'ift 4m ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 1 56.1 SW6 0 HF#2 O ZS M. ?, of waste Lu 45901 N R1 SW6 ZONAL SW6 0 10/ 2�/ 2020 w LL N L O N O \NNNrNr I l0 J J a 3: Lu N or N N J LLJ2 4 Q Q cn _ � L J O F- 2 a zw N Z co o CD w LLJ o W w w SW6 SW6 SW6 1 a a O O Ld `n 0 \ \ M O O r-I 6T< � Q <,l> SW6 1 SW6 1 DESIGN: BTJ DRAWN: JEG CHECK: DMT JOB NO: 20039.10 DATE: 03/23/20 TYPICAL ROOF FRAMING PLAN NOTES: 1. WALLS SHOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING. 2. BEAMS SHOWN ON ROOF FRAMING PLAN SHALL BE ABOVE DOUBLE TOP PLATE UNLESS USED AS A DOOR OR WINDOW HEADER. 3. ROOF SHEATHING SHALL BE 1/2" PI 40/20 WITH 8d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES, SHEAR WALLS, COLLECTOR TRUSSES, AND BLOCKING OR TRUSS BLOCKING PANELS INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE 8d COMMON NAILS @ 12" OC. REFER TO DETAIL 2/S4.1 FOR SHEATHING LAYOUT AND NAILING. 4. UNLESS NOTED OTHERWISE, HEADERS SHALL BE 4x6 HF#2 WHERE MAXIMUM SPAN = 4'-0" AND SUPPORTED BY A MINIMUM OF (1) CRIPPLE STUD AND (1) FULL HEIGHT STUD. 5. STUD WALL FRAMING SHALL BE 2x HF STUDS @ 16" OC FOR ALL STUD WALLS SHOWN ON THE PLAN. Z 6. REFER TO DETAIL 3/S4.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. Q 7. ALL DIAPHRAGMS UNBLOCKED UNO. 8. COLUMNS AND BEARING WALLS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. W N O f^ 9. ROOF TRUSSES SHALL BE PRE-ENGINEERED BY OTHERS AND SPACED AT 24" OC, TYP. V 0 Z Z (3) 10. ATTACH ALL ROOF TRUSSES TO WALLS BELOW WITH SIMPSON H2.5A HURRICANE TIES. W p N Q (rn = 3:: Q Lw �- � V) z p W Z L.L. O p N w Q M p O Z J I� W wl SHEET: ROOF FRAMING PLAN 1 SCALE: 1/4" = V-0" S2E 2'-0" 0 2'-0" 4'-0" SHEAR WALL SCHEDULE MIN FRAMING AT SHEAR WALL RIM JOIST OR SILL PLATE SILL PLATE ANCHOR SHEAR TYPE APA-RATED ADJOINING PANEL NAILING BLOCK CONN TO NAILING TO BOLT TO SLAB OR FOUNDATION CAPACITY SHEATHING EDGES (SEE NOTE 5) AT PANEL EDGES TOP PLATE RIM/BLKG FOUNDATION SILL PLATE SIZE (pLF) BELOW 15/32" 2x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 5/8"� AB SW6 ONE SIDE AND BLKG @ 6" OC @ 24" OC 6" OC @ 5'-0" OC 2x 242 15/32" 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB SW4 ONE SIDE AND BLKG @ 4" OC @ 20" OC 4" OC @ 4'-0" OC 2x 350 15/32" (2) 2x STUD AND 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB SW3 ONE SIDE 2x FLAT BLKG @ 3" OC @ 15" OC 3" OC @ 3'-0" OC 2x 455 15/32" 3x STUD AND 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB SW2 ONE SIDE 2x FLAT BLKG @ 2" OC @ 12" OC 2.5" OC @ 2'-6" OC 2x 595 15/32" (2) 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB 2SW4 BOTH SIDES AND BLKG @ 4" OC @ 10" OC 2" OC @ 2'-0" OC 2x 706 15/32" (2) 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131 x 3" 5/8"0 AB 2SW3 gOTH SIDES AND BLKG @ 3" OC @ 7.5" OC @ 1.5" OC @ 1'-6" OC 2x 910 15/32" 3x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131 x 3" 5/8"0 AB 2SW2 BOTH SIDES AND BLKG @ 2" OC @ 6" OC @ 1.5" OC @ 1'-0" OC 2x 1190 NOTES: 1. REFER TO THE TYPICAL SHEAR WALL DETAIL. 2. THE VALUES IN THIS TABLE ARE APPROPRIATE FOR HF GRADE STUDS AND HF GRADE PLATES &RIM/BLOCKING. 3. NAILS AT ADJOINING PANEL EDGES SHALL BE STAGGERED EACH SIDE OF THE COMMON JOINT. 4. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3x AT ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. 5. WHERE TABLE SPECIFIES (2) 2x FRAMING, CONNECT (2) 2x STUDS AND BLOCKING AS FOLLOWS: SW3 = (2) 0.131"0 @ 3.5" OC, 2SW4 = 0.131"0 @ 2.5" OC, 2SW3 = (2) 0.131"0 @ 1.5" OC. 6. NOTE THAT 3x FRAMING MAY BE USED IN LIEU OF (2) 2x FRAMING SPECIFIED IN TABLE. 7. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 12" OC MAXIMUM. 8. AT ALL 5/8"0 SILL PLATE ANCHOR BOLTS, INSTALL 1/4" x 3" x 3" PLATE WASHERS. EDGE OF PLATE WASHER SHALL BE WITHIN 1/2" OF SHEATHED EDGE. FOR DOUBLE SIDED SHEAR WALLS, USE WIDER PLATE WASHERS AS REQUIRED TO MEET THIS REQUIREMENT. 9. PROVIDE A MINIMUM OF 7" EMBEDMENT FOR AB INTO FOUNDATION OR STEM WALL. 10. 7/16" SHEATHING MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" OC OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. HOEDOWN SCHEDULE MARK TYPE MIN CHORD SIZE STUD NAILS OR BOLTS ANCHOR BOLT (SEE NOTE 4) CAPACITY (LB) O1 MST37 (2) 2x (11) 16d EA END - 2,355 02 HDUS (2) 2x (14) SDS 1/4" x 2 1/2" SCREWS 5/8"S6 4,340 03 HDU8 4x DF#2 (20) SDS 1/4" x 2 1/2" SCREWS 7/8"0 6,970 ® HDU9 - - - - NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. REFER TO DETAIL 10/55.1 FOR INSTALLATION OF MST FLOOR TO FLOOR STRAPS. REFER TO DETAILS 11 & 13/55.1 FOR CONNECTION OF STRAP TO BEAM BELOW. 3. REFER TO DETAIL 9/55.1 FOR INSTALLATION OF ROD FLOOR TO FLOOR HOEDOWNS. REFER TO DETAIL 12 & 13/55.1 FOR CONNECTION OF ROD HOEDOWN TO BEAM BELOW. 4. INSTALL HD HOEDOWNS AT FOUNDATION WALLS OR THICKENED SLAB FOOTINGS PER DETAIL 6/54.1. 5. AT ALL HOEDOWN CHORDS, PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHED. COLUMN SCHEDULE MARK COLUMN SIZE COLUMN SIZE REMARKS 2x4 WALL 2x6 WALL Cl (2) 2x4 (2) 2x6 SEE NOTE 2 C2 (3) 2x4 (3) 2x6 SEE NOTE 2 C3 (4) 2x4 (4) 2x6 SEE NOTE 2 C4 4x6 HF#1 4x6 HF#1 - 05 4x8 HF#1 6x6 DF#1 - C6 4x10 HF#1 6x8 DF31 - C7 6x10 DF#1 6x10 DF#1 - C8 TS4x4x1/4 TS4x4x1/4 PL 3/4 x 5 x 0'-10" NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR PRE -FABRICATED CONNECTION INSTALLATION REQUIREMENTS. 2. MULTIPLE STUD COLUMNS SHALL USE GRADE OF STUD INDICATED ON WALL FRAMING SCHEDULE. REFER TO DETAIL 5/55.1 FOR FABRICATION OF MULTIPLE STUD COLUMNS. 3. CONTRACTOR TO PROVIDE BLOCKING EQUAL TO COLUMN DIMENSIONS AT JOIST SPACE FOR COLUMNS CONTINUING TO FOUNDATION. 1 4= *_ 4m ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 ZS M. ?, of waste o45901 ti 1� S`�IONAL 0/ 21/ 2020 J J Q Q z�m omun w cn H H U W w w a a O O W Q N N M O O r-I Y Q' Q DESIGN: BTJ DRAWN: JEG CHECK: DMT JOB NO: 20039.10 DATE: 03/23/20 W i; p U 00 Z W N w � � V) z c) 0 W z W o = N w Q M o U a J I� W (n z SHEET: S3■ "A11 CORNER BARS x I Q A" MAY BE SUBSTITUTED FOR ALL 90° HOOKED BARS STD 90° HOOK TYP UNO UNO, VERT CORNER BARS SHALL BE SAME SIZE TABULATED FOR MIN WALL REINF FOR THICKER WALL — "A" = SPLICE LENGTH SEE NOTES, DETAILS, OR PLANS FOR (1) #6 VERT REQ'D REINF. ALL BARS TO BE CONT OR SPLICED PER STRUCTURAL NOTES STD 180' HOOK HORIZ CORNER BARS OF SIZE AND SPACING TO MATCH (2) #6 VERT REINF OF THINNER WALL - © ® 01 o PLACE VERT REINF OUTSIDE EXCEPT AS OTHERWISE NOTED OR SHOWN ol "A" TYPICAL CONCRETE WALL REINFORCING DETAIL SCALE: NTS T/2 IN ALL AREAS WITH EXPOSED CONC FLOORS, EDGE SLAB WITH 1/8" MAX RADIUS AND FILL JOINT WITH SEALANT CONC SLAB ON GRADE PROVIDE 5/8"0 x T-0" SLAB REINF AT CENTER OF SLAB SMOOTH SLIP DOWEL BARS OR AT TOP AND BOT. REINF AT 12" OC, TYP UNO SHALL NOT PASS THRU JOINT Q X X X X = N GREASE THIS HALF OF BAR TYPICAL CONSTRUCTION JOINT Q SAWCUT JOINT - IN ALL AREAS WITH EXPOSED CONC. FLOORS, FILL JOINT CONC SLAB ON GRADE WITH SEALANT. IN LIEU OF SAWCUT JOINTS CONTRACTOR MAY USE ZIP STRIP PLACED WITH SLAB SLAB REINF AT CENTER OF SLAB OR AT TOP AND BOT Q X X X X X X TYPICAL CONTRACTION JOINT TYPICAL SLAB ON GRADE DETAILS J � U } m FRS TO MATCH DOTING 4 REINF JRBED EARTH IPACTED FILL UCTURAL NOTES T = FTG THICKNESS PER PLAN, SCHED, AND DETAILS TYPICAL STEPPED WALL FOOTING SCALE: 1/2" = V-0" SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHED SILL PLATE NAILING PER SHEAR WALL SCHED SHEATHING PANEL EDGE NAILING PER SW SCHED OR STRUCTURAL NOTES (2) #5 CONT X X X X — SLAB ON GRADE & SUPGRADE PER PLAN u 6" 8"F (3) #4 BARS PER PILE SECTION �3Y V-6" 2x8 PT SILL PL W/ ANCHOR BOLT SIZE AND SPACING PER SW SCHED OR STRUCTURAL NOTES 2x PT LEDGER W/ 3/4" 0 AB @ 16" OC EMBEDDED 6" INTO CONCRETE WALL JOIST PER PLAN W/ TOP FLANGE HANGER TO SILL #5 @ 15" OC EA WAY (2) #4 CONT TOP & BOT TI F #3 STIRRUPS @ 12" OC ALT HOOK AS SHOWN PIN PILE PER PLAN SCALE: 1" = V-0" 4"0 PERFORATED PVC PIPE PER LOCAL CODES WITH 6" OF 1" MINUS GRAVEL ALL AROUND, WRAPPED IN NON -WOVEN GEOTEXTILE FABRIC. SLOPE TO DRAIN 1/8" PER V-0" MIN. TURN DOWN PERFORATIONS AS SHOWN LINE OF MAX EXCAVATION. IF SOIL IS OVER EXCAVATED, REPLACE WITH LEAN MIX CONCRETE. JI I\VL.I VI\flL I ILL TYPICAL FOOTING DRAIN SCALE: 1" = V-0" SHEATHING AND NAILING PER PLAN NOTES JOISTS PER PLAN -j HANGER PER I I PLAN NOTES I I l� 2x8 HF LEDGER W/ 1/2"0 x 3" LAGS TOP AND BOTTOM @ 16" OC EXIST P PER PL, SECTION NOTE: FOR NOTES AND DETAILS NOT SPECIFICALLY CALLED OUT REFER TO DETAIL X EXIST JOIST EXIST STEM WALL IF BAR REINF USED, PROVIDE 'Z' BARS W/ LAP SPLICE PER STRUCTURAL NOTES SLAB STEP PER PLAN X X X X V-0" MIN TYPICAL SLAB STEP EXIST STUD WALL ANCHOR BOLT PER SHEAR WALL SCHEDULE (2) #4 CONT TOP FINISHED GRADE NOT TO CHANGE _ dl -III—III-I I 811 6" 8 F (3) #4 BARS PER PILE SECTION SCALE: 1" = V-0" (3) #3 TIES @ TOP 2" SPACING A (4) #4 #3 TIES @ 6" OC V-6" x V-6" x V-6" SQUARE FOOTING BASE THREADED ROD PER PLAN (3) #4 BARS PER PILE 6" 811 SECTION CONC SLAB ON GRADE SLAB REINF AT CENTER OF SLAB OR AT TOP AND BOT X X X Q 1 1 #4 @ 12" OC EA WAY CENTERED IN WALL DOWEL & EPDXY SLAB REINF INTO EXIST FND W/ SIMPSON SET-XP & 4" MIN EMBED SLAB ON GRADE & REINF PER PLAN NOTES ® VAPOR BARRIER & SUBGRADE PER PLAN NOTES (2) #4 CONT TOP & BOT #3 STIRRUPS @ 12" OC ALT HOOK AS SHOWN PIN PILE PER PLAN NEW POST PER PLAN ATTACH POST TO NEW FOUNDATION W/ SIMPSON -I CBSQ POST BASE 12"0 SONOTUBE le 4 TOP & BOT EA WAY PL 1/4 x 8 x 0'-8" EXTEND THROUGH FOOTING W/ NUT & WEDGE WASHER I u PIPE PILE PER PLAN IN ANCHOR IN BASE OF FOOTING PIPE SLEEVES TO CLEAR PIPE 1" ALL SIDES TOF VO PIPES ALLOWED IN THIS REGION. LOWER =TGS AS REQ'D BOF - -III 2 _ � < IIIIII 10 I1=1 LOWER BOF AS REQ'D _ z_ 9 MIN PIPE TRENCH EXCAVATION PARALLEL TYP TO FOOTING IS NOT ALLOWED BELOW THIS LINE. STEP FTG AS REQUIRED FOR THIS CONDITION TYPICAL PIPE PENETRATION AT WALLS AND FOOTINGS SCALE: 1/2" = V-0" DOWEL & EPDXY SLAB REINF INTO EXIST STEM WALL W/ SIMPSON SET-XP & 4" MIN EMBED #4 @ 10" OC EA WAY SLAB ON GRADE & REINF PER PLAN NOTES 611 � i �(3) #4 BARS 8" PER PILE 10" PIN PILE PER PLAN, TYP 5/8" 0 x 10 x 0'-10" PL W/ WEDGE WASHER & NUT 4'-0" 71 CATCHMENT WALL SECTION SCALE: 1" = V-0" SECTION A -A 811 1 1/2" 8" 1 4" 1 6" STUD WALL ANCHOR BOLT PER SHEAR WALL SCHEDULE (2) #4 CONT TOP #4 @ 12" OC 0 #4 @ 8" OC — (3) #4 TOP & BOT (3) #3 STIRRUPS EA SIDE OF ANCHOR & 12" OC BEYOND HELICAL r 7J ANCHOR PER PLAN R:! ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 012112020 1 J Q J Q H z 2i CID O CIDu =) N w � H H O W w w Q a a O O Ld Q N N m o O r-I Y Q DESIGN: BTJ DRAWN: JEG CHECK: DMT JOB NO: 20039.10 DATE: 03/23/20 V I J Q ' W W i; O Q U 00 W N Z cl Q O W I-- N Q L00 0 0 Z Li Z Z O Q N M Q O w a J I*-, W L.L W SHEET: S4.1 SCALE: 1" = V-0" SCALE: 1" = V-0" V 1 SCALE: 1" = V-0" STAGGER NAILS ON EA SIDE OF PANEL JOINT AS REQUIRED PER SHEAR WALL SCHED HEADER PER PLAN J .I I II I CRIPPLE STUDS PER III I•I I I PLAN; DO NOT CUT I.1 AWAY MATERIAL FROM 1 CRIPPLE STUDS I I1.jI 1 I FULL -HEIGHT I III I•I I HOLDOWN CHORD I 11 1111 1111 1111 AB W/ SIMPSON BP PL WASHER, TYP PT SILL PL PER SHEAR WALL SCHED CONCRETE FOOTING OR P/T SLAB -n-------n- - - - - - - - r------r 1-1 I•I I•I I'I I'I I'I I.I I I•I II II II II II II III Ij II II II II �I �I•I II II II II II II III I•j I•I 1.1 1.1 1.1 �•I I•I II II I II II II II III II II I I I II II II II I I I j I I I I FRAMING AT ADJOINING I I I I I I I I PANEL EDGES PER SHEAR I I I 1• I•I I 1• I'I WALL SCHED I I II II I' I I II II 11 10 II II I •I 1 " " II I I I I I 1 1 I I I I I I I I 1 j II II I� I 1 II II II II 111 II II I •I II II II I I I•I I I 1 I 1.1 I.I ICI I.I I. II II I' 1 II II II II II II 1.I II II II II I I I ,J U ;-- ;--j•F- ;-- ;-i F�---�-- 1I I I I• I I I II II I •I II II II I•I I I 1 I 1.1 1.1 ICI ICI II II I. 1 11 II II II II II 1.I II II II II II II I I II II II II II II 1' I II II II II II II I.1 11 II II II I•I I•I 1 I I.I I.I ICI ICI II II I. 1 11 II II II II II 1.I II II II II II II I I II II II II II II 1� I II II II II II I.1 11 II II II I•I I I 1•I I'I ICI ICI II I. 1 11 II II II 1.I II II II II II I I II II II II II 1' I II II II II II I •1 A 11 II II II I•I I I 1•I I'I ICI ICI II I _1L------1L-------L NOTES: 1. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. FOR SHEAR WALLS WHERE NO HOLDOWNS ARE SPECIFIED THE FIRST AB SHALL BE LOCATED NOT MORE THAN V-0" AND NOT LESS THAN (7) BOLT DIAMETERS FROM END OF WALL. TYPICAL SHEAR WALL DETAIL SCALE: 3/4" = V-0" EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC (2) ROWS OF 0.131" 0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP II II II II II II II II II -IL - __1 AB SIZE AND SPACING A III- II II PER PLAN AND SHEAR WALL SCHEDULE, TYP RIM BOARD OR BLOCKING 11 -III-III- -III-III- -III-III- EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP A. CORNER INTERSECTION B.'T' INTERSECTION TYPICAL WALL INTERSECTION DETAIL SCALE: 1" = V-0" 2x6 STUD @ 2x4 CROSS WALL 2x8 STUD @ 2x6 CROSS WALL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP NOTE: SUPPORTS AT SOLID POSTS SIM BEAM PER AND SCHE SIMPSON LTP4 C A35 FRAMII� ANCHOR EACH SII OF BEA SOLID OR MULT STUD COLUMN PER FL„,V BEAM WIDTH, MIN UNO NOTE: STAGGER SHEATHING AS SHOWN. (IBC TABLE 2306.3.1, CASE 1 OR 3) INTERMEDIATE FRAMING MEMBERS SHEATHING PANEL, TYP PANEL EDGE NAILING PER SHEAR WALL CONTINUOUS SCHEDULE, TYP PANEL EDGES PANEL EDGE NAILING INTO HOLDOWN CHORDS, TYP INTERMEDIATE NAILING @ 12 OC SUPPORTED PANEL EDGES SHEATHING PER PLAN AND SHEAR WALL SCHEDULE HOLDOWN CHORD PER SCHEDULE. REFER TO TYPICAL BUILT-UP COLUMN DETAIL ADDITIONAL END STUD IF REQUIRED TO PROVIDE COUNTERSINK FOR HOLDOWN BOLTS HOLDOWN ANCHORAGE PER PLAN AND SCHEDULE SIMPSON CNW COUPLER 1/2" TO NUT W/ SIZE TO MATCH SHEATHED EDGE HOLDOWN ANCHORAGE PANELEDGE NAILING PER SHEAR WALL SCHED CONTINUE HOLDOWN CHORD TO FOUNDATION PARALLEL TO STUD WALL CONCRETE FOOTING JOIST DIRECTION PER PLAN STUD WALL TYPICAL FLUSH BEAM SUPPORT DETAILS SCALE: 1" = V-0" PLATE WASHER PER SHEAR WALL SCHED SECTION A -A SCALE: 1 1/2" = V-0" SOLID STUDCOLUI V 1 L1 1 L(l1V PERPENDICULAR TO STUD WALL 2x OR 3x BLOCKING ONLY IF BLOCKED DIAPHRAGM DIAPHRAGM BOUNDARY (SHEAR WALL, BEAM, OR DRAG STRUT) TYPICAL FLOOR/ ROOF SHEATHING DETAIL SCALE: NTS 2 1/4" END DISTANCE, TYP (2) ROWS OF (8) 0.131"0 x 3" NAILS @ 3" OC EA SIDE OF SPLICE AND (2) @ 9" OC ELSEWHERE W/ 1 1/2" EDGE DISTANCE 3" OC \ SPACING TOP CHORD SPLICE AT LOCATIONS WHERE IT IS NOT POSSIBLE BOTTOM TO INSTALL THE SPECIFIED 0.131"0 CHORD SPLICE NAILS, THE CONTRACTOR SHALL SPLICE INSTALL SIMPSON CS20 STRAPS EA SIDE OF WALL AT SPLICE. INSTALL EA STRAP W/ (12) 10d AT EA END. WHERE BOTH PLATES ARE CUT, INSTALL CS20 STRAPS AT EA PLATE AND EA SIDE OF THE WALL. 6'-0" MIN BETWEEN SPLICES E SPLICES TO OCCUR AT CENTER OF VERTICAL STUD TOP CHORD SPLICE BOTTOM CHORD SPLICE TYPICAL TOP PLATE SPLICE DETAIL 4 SCALE:1'-0" STUD WALL ADJACENT NAILS IN A ROW ARE TO BE DRIVEN FROM OPPOSITE SIDES, TYP FOR 2x4 STUDS, PROVIDE SINGLE ROW OF NAILS STAGGERED EA SIDE WITH 1 1/2" EDGE DISTANCE. FOR 2x6 STUDS, PROVIDE (2) ROWS OF NAILS SPACED AT 2 1/2" W/ 1 1/2" EDGE DISTANCE 9" OC MAX SPACING BETWEEN ADJACENT NAILS IN A ROW 0.131" 0 x 3" NAILS, TYP (5) STUDS MAX TO BE USED FOR BUILT-UP COLUMNS TYPICAL BUILT-UP STUD COLUMN DETAIL SCALE: 1" = V-0" SIMPSON A35 (ONLY REQUIRED AT EXTERIOR HEADERS GREATER THAN 6' SPAN) (6) 0.131"0 x 3" NAILS - TYPICAL STUDS 2" MIN NAILING PER TYP BUILT-UP STUD COLUMN DETAIL AT HOLDOWNS: PROVIDE FULL HT HOLDOWN CHORDS PER HD SCHED. OTHERWISE: (1) 2x FULL HT TYP DOUBLE TOP PLATE BEAM OR HEADER PER PLAN AND NOTES f-RIPPLE STUDS PER PLAN AND COLUMN SCHEDULE OR STRUCTURAL NOTES TYPICAL HEADER DETAIL SCALE: 1" = V-0" GUIDELINES FOR HOLES DRILLED THRU JOISTS SCALE: 1" = V-0" 1/3 DEPTH MIDDLE 1/3 1/3 DEPTH NOTE: HOLES DRILLED THRU JOISTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE JOIST DEPTH & MIDDLE THIRD OF THE JOIST SPAN, BUT NOT THE EXACT CENTER SPAN. CONTRACTOR SHALL MINIMIZE HOLE SIZE IF POSSIBLE. CONTACT ENGINEER FOR DRILLING OUTSIDE AREA SHOWN O C I ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 012112020 1 J Q J Q H Z m O m u u w 0� F- F- O Ld w w � a a O O W � Q N N 0 M O O r-I Y D' Q DESIGN: BTJ DRAWN: JEG CHECK: DMT JOB NO: 20039.10 DATE: 03/23/20 0 U 00 Z W N 0 Q (� W I-- � V) 0 Z Z W 0 N Q M � J I� W SHEET: 0 0 0 w 3;-- W S5ml O 4mi SHEATHING AND NAILING ENGINES RING 250 4TH AVE. S., SUITE 200 STUD WALL PER PER PLAN AND SHEAR STUD WALL PER STUD WALL PER EDMONDS, WASHINGTON 98020 FRAMING PLAN NOTES WALL SCHEDULE OR FRAMING PLAN NOTES FRAMING PLAN NOTES VAPHONE (425) 778-8500 SHEATHING AND NAILING STRUCTURAL NOTES CHORD SIZE PER FAX (425) 778-5536 SHEATHING AND HOLDOWN SCHEDULE PER PLAN AND SHEAR SILL PLATE NAILING PER PLAN SILL PLATE NAILING PER PLAN NAILING PER PLAN AND SILL PLATE NAILING PER PLAN o WALL SCHEDULE OR AND SHEAR WALL SCHEDULE ALIGNED TRUSS OR RIM AND SHEAR WALL SCHEDULE SHEAR WALL SCHEDULE AND SHEAR WALL SCHEDULE STRUCTURAL NOTES OR STRUCTURAL NOTES PER TRUSS MFR; DESIGN OR STRUCTURAL NOTES OR STRUCTURAL NOTES OR STRUCTURAL NOTES SIMPSON STRAP WITH FASTENERS PER SHEATHING AND BLKG OR RIM FOR 595 PLF IN -PLANE SHEAR AT SHEATHING PER SHEATHING AND HOLDOWN SCHEDULE NAILING PER PLAN SHEAR WALLS ONLY `PLAN NOTES BEAM PER PLAN FNAILING PER PLAN ir SILL PLATE NAILING PER PLAN AND SHEAR WALL SCHED BOTTOM CHORD OF RIM OR BLOCKINGI v BREAK SHEATHING AT TOP OF DBL TOP PLATE AND PROVIDE PANEL BREAK SHEATHING AT TOP NAILING EA SIDE OF OF DBL TOP PLATE AND JOINT PER SW SCHED PROVIDE LTP4 ANCHORS PER SHEAR WALL SCHEDULE PRE-ENGINEERED PRE-ENGINEERED FLOOR BOUNDARY NAILING PER TRUSS PER PLAN FLOOR TRUSS SHEAR WALL SCHED PER PLAN TRUSS BLKG PER MFR @ EXTERIOR WALL FRAMING DETAIL SCALE: 1" = V-0" SHEAR WALL PER PLAN HOLDOWN STRAP PER PLAN, FIELD BEND AROUND BEAM BEAM PER PLAN (DIRECTION VARIES) JOIST P (DIRECTION 48" OC, FIRST BAY ONLY EXTERIOR WALL FRAMING DETAIL SCALE: 1" = V-0" FLUSH BEAM HEADER TYPICAL STRAP HOLDOWN TO WOOD BEAM SCALE: 1" = V-0" SHEAR WALL PER PLAN HOLDOWN STRAP PER PLAN, FIELD BEND AROUND BEAM CONTINUOUS RIM HEADER BEAM PER PLAN SHEAR WALL SHEATHING & NAILING PER PLAN & SCHEDULE APPLIED TO ALL FACES OF WALL PRE-ENGINEERED FLOOR TRUSS PER PLAN I:l�e1►��»:i»e\►1 SHEATHING AND NAILING PER PLAN PRE-ENGINEERED ROOF TRUSS PER PLAN FACE MOUNT HANGER PER MFR JOISTS PERP TO BEAM 06DROP BEAM DETAIL — SCALE: 1" = V-0" PROVIDE CONTINUOUS TOP CHORD AT SHEAR WALL OR PROVIDE SIMPSON CMST16 STRAP W/ 16d NAILS AT ALL NAIL HOLES ALONG ENTIRE TOP CHORD AT PERFORATION r 4x HF BLOCKING, TYP ........ .............. I --=r'r= — �j-r, I II a —.— ------ II I II II .I .I II! it I II. I I I I I it I II. II II II Q— — -.------= =----- HEADER PER PLAN it I II. II II II CONTINUOUS CMST16 STRAP W/ 10d NAILS AT ALL NAIL HOLES OVER ENTIRE LENGTH OF PERFORATED SHEAR WALL I I I I HEADER SUPPORTS PER i t I I I I II II PLAN & SCHEDULE II it I I — •I II II II I+ II II II I II . II II �II II •I II �I --- I. END STUDS PER HOLDOWN SCHEDULE (HOLDOWN NOT SHOWN) TYP PRE-ENGINEERED FLOOR TRUSS PER PLAN TRUSS HANGER INTERIOR BEARING ON BOTH SIDES SCALE: 1" = V-0" SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES JOIST PER PLAN 2x LEDGER W/ (2) 1/4"0 SIMPSON SIDS SCREWS @ 12" OC STUD WALL PER FRAMING PLAN NOTES PROVIDE ADDITIONAL BLOCKING FOR LEDGER ATTACHMENT SHEATHING AND NAILING PER PLAN PRE-ENGINEERED FLOOR TRUSS PER PLAN NOTE: REFER TO DIET 1 FOR ADDITIONAL INFORMATION EXTERIOR WALL FRAMING DETAIL SCALE: 1" = V-0" JOIST DIRECTION PER PLAN FILL JOIST SPACE WITH FULL DEPTH BLOCKING TO MATCH DIMENSIONS OF STUD COLUMN ABOVE TYPICAL STRAP HOLDOWN DETAIL SCALE: 1" = V-0" FLOOR SHEATHING PER FRAMING PLAN NOTES It=11xy hN 1010 BEAM PER PLAN BEAM PER PLAN PLYWOOD SHEATHING PER PLAN BEAM PER PLAN SIMPSON HU HANGER DECK FRAMING SECTION 2x NAILER RIPPED TO WIDTH OF BEAM W/ 5/8"0 CARRIAGE BOLTS @ 24" OC STAGGERED EACH SIDE OF WEB ��iI�li�:i�)��i�ai»e1►1 BEAM PER PLAN AND SCHED 10/ 2112020 J F Q H z 2 C° O m u w cn � H H O Ld Q a a Y (Y Q DESIGN: BTJ DRAWN: JEG CHECK: DMT JOB NO: 20039.10 DATE: 03/23/20 U 00 Z 0 Q Q LLo V) Z c Z Q NLLJ O 0 N Q w Q M �j Z J W w SHEET: S5m2 FORCE -TRANSFER SHEAR WALL DETAIL SCALE: NTS 10 SECTION SCALE: 1 1/2" = V-0" SECTION SCALE: 1" = V-0"