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APPROVED ENG PLN BLD RESUB3 BLD2021-0175+Architectural_Plan+5.2.2021_5.13.02_PM+2174889GENERAL NOTES PROJECT INFORMATION N AS BUILT - MAIN FLOOR SCALE:1/8" = 1'-0" City Of Edmonds Building Department Work REMODEL/ADDITION --------------------------------------------------- Address: 17916 73RD AVE W -------------------------------------------------------- ---------------------------------------------- Owner KOSZAREK ----------------- Approved Date 5/10/2021 -- -- ------------------ Building Official: w• WVfAALIL .----------.. . .--------- Permit Number BLD2021-0175 APPROVED BY CITY OF EDMONDS BUILDING DIVISION May 10 2021 N AS BUILT - LOWER FLOOR SCALE: 10" = 1' 0'' Zone RS-8 Corner Flag Setbacks: Required Actual Front 25' ---------- ------------ 25' =-- -- - Sides 7.5' _____ __ 7.5' Rear ------5'----� 40'-8" Other ------ 25' 24'-5" Height ------------ -------- OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES LU 178TH PL SW U, z o Q s� = w Cz SiTE 150TH 5T SW 180TH 5T 5W VICINITY MAP (NTS N THESE DRAWINGS ARE THE PROPERTY OF H20, LLC. ANY REPRODUCTIONS MUST 13E AUTHORIZED 13Y THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT. © COPYRIGHT 2021 BY H21), LLC. THESE DRAWINGS ARE PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. 1. CODES/REGULATIONS: -CONSTRUCTION TO CONFORM TO THE 20151NTERNATiONAL RESIDENTIAL CODE (iRC), WASHINGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE RESIDENTIAL ENERGY CODE AND VARIOUS CODES IMPOSED BY LOCAL AUTHORITIES. -A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLICABLE. -A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB SiTE DURING CONSTRUCTION. 2. CONTRACTOR'S RESPONSIBILITY: -PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES. -DO NOT SCALE CONTRACT DOCUMENTS. -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 TRUSSES WHiCH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION iN ACCORDANCE WiTH INSTRUCTIONS PREPARED 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 1N CONNECTION WiTH THE WORK SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. THE FREM15ES 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 RE5PONSOILiTY OF THE CONTRACTOR. 3. SOILS: -FOUNDATION DESIGN 15 BASED ON AN ASSUMED AVERAGE SOiL BEARING OF 2.000 PSF OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL BE CAST ON UNDISTURBED FiRM NATURAL SOiL OR COMPACTED 501L 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 RESPONSIBILITY iN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS. 4. ATTIC REQUIREMENTS: -APPLY ROOFING iN ACCORDANCE WiTH iRC CHAPTER 9. PROVIDE ATTiC VENTILATION AS INDiCATED ON DRAWINGS AND A5 OUTLINED iN iRC SEC R806. -THE NET FREE VENTILATING AREA SHALL 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 DE VENTILATED AT LEAST 3 FEET ABOVE EAVE OF CORNICE VENTS WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. (1RC SEC R806). -ATTIC ACCESS: MINIMUM 22" x 30" WiTH MiNiMUM 50" HEADROOM, UNOBSTRUCTED, READILY ACCESSIBLE OPENING. iRC SEC R807. ACCESS DOORS SHALL BE WEATHERSTRiPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. -iN ROOMS NOT PROVIDED WiTH AN OPERABLE WiNDOW OF 1.5 5Q. FT. OR GREATER, A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING 5 AiR CHANGES PER HOUR SHALL BE PROVIDED. -VENT DRYER, BATH FANS, AND 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 DE iN COMPLIANCE WiTH 1RC SEC R308 AND WASHiNGTON STATE SAFETY GLASS LAW, EXCEPTIONS ARE AS OUTLINED iN iRC SEC R308. -GLAZING 1N LOCATIONS 5UBJECT TO HUMAN IMPACT SUCH AS GLA551N DOORS, GLAZING WiTHiN 24" ON EITHER SiDE OF A DOOR OPENING, GLAZING CLOSER THAN 18" TO A FLOOR, SHOWER DOORS AND TUB ENCLOSURES SHALL BE WiFE REINFORCED, TEMPERED GLASS, LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. -SLIDING GLASS DOORS TO DE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS. -SHOWER ENCLOSURES SHALL BE APPROVED WiRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. -GLAZING WiTHiN 18" OF FLOOR AND GREATER THAN 18" iN LEAST DIMENSION SHALL COMPLY WiTH IMPACT LOADS. SEE PLANS. -ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED, UNLESS NOTED OTHERWISE, AND COMPLY WiTH STATE OF WASHiNGTON ENERGY CODE. -EGRESS IN EVERY SLEEPING ROOM SHALL HAVE A MiNiMUM NET CLEAR OPENING OF 5.7 5Q. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24", MiNiMUM NET CLEAR OPENING WIDTH OF 20" AND A FINISHED SiLL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR. iRC SEC R310. 7. ENERGY: -ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO iRC REQUIREMENTS AND THE WASHiNGTON STATE ENERGY CODE, LATEST EDITION. VERIFY ALL CONDITIONS BEFORE PROCEEDING WiTH WORK. -APPLICATION AND 1N5TALLAT10N5 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 P05TEP ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE. -EACH DWELLING UNiT 15 TO HAVE ONE PROGRAMMABLE THERM05TAT 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 iN LIGHTING FIXTURES SHALL BE HiGH EFFICACY LAMPS PER SEC 404.1. -WHERE THE PRIMARY HEATING SYSTEM 15 A FORCED-AiR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNiT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TiMES OF THE DAY. THE THERMOSTAT SHALL ALLOW FO, AT A MiNiMUM, A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKENDS) AND DE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACKS PER DAY. 8. STAIRS: -MiNiMUM HEADROOM 6-8'; MiNiMUM TREAD 10"; MAXIMUM RiSER 7 3/4" -HANDRAIL: REQUIRED AT ALL STAIRS WiTH MORE THAN 4 RISERS PER iRC 311.7.8. MINIMUM 34" AND MAXIMUM 38" ABOVE TREAD NOSING. OPEN SIDES OF STAIRS MORE THAN 30" ABOVE ADJACENT FLOOR SHALL HAVE HANDRAILS AND GUARDRAILS. HANDRAIL TO BE 1 1/4"-2" CRO55 SECTIONAL DIMENSION AND 1 1/2" AWAY FROM WALL. -GUARDRAIL: SHALL BE MiN 56" iN HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE BELOW. RAILINGS SHALL BE SPACED TO NOT ALLOW THE PASSAGE OF A 4" SPHERE PER iRC 312.1. -INSTALL FiRE BLOCKING AT MiD-5TRiNGER SPAN AND AT WALL ALIGN STRINGER. -COVER WALLS AND SOFFITS OF USABLE SPACE UNDER STAIR WiTH 5/8" TYPE "X" GYPSUM WALLBOARD. 9. INSULATION: -INSULATION TO MEET THE CURRENT WASHiNGTON STATE ENERGY CODE REQ75 FOR TABLE R402.1.1, TABLE R402.1.3 AND SECTION R402. REFER TO PRESCRIPTIVE TABLE ON SHEET 01. -EXISTING WALL AND FLOOR CAVITIES EXPOSED DURING CONSTRUCTION FOUND UNiN5ULATED, OR WiTH DAMAGED INSULATION (DISCOLORED, WET, DAMAGED, OR DETERIORATED) SHALL BE FILLED WiTH R-15 INSULATION AT 2X4 FRAMING AND WiTH R-21 INSULATION AT 2X6 FRAMING. REF SEC R503.1.1-EXCEPTION 2.. -WALLS TO BE INSULATED WiTH MiNiMUM R-21 INSULATION. BELOW GRADE WALLS TO DE INSULATED WiTH MiNiMUM R-21 INSULATION, ALLOW FOR THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL UNLESS NOTED OTHERWISE. -ROOF AND CEILING INSULATED WiTH R-49 BLOWN-iN AT FLAT CEILINGS AND R-38 H.D. GATT AT VAULTED AREAS UNLESS NOTED OTHERWISE. -ROOF: ALLOW FOR A MiNiMUM 1" CLEAR BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING FOR VENTING UNLESS NOTED OTHERWISE. -VENTING 15 REQUIRED 1N EACH JOIST SPACE. WHERE CONTINUOUS VENTING WiTH A JOIST SPACE 15 INTERRUPTED BY A HEADER (FOR EXAMPLE AT A SKYLIGHT OR HiP), PROVIDE (2)1 1/2" VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUOUS THRU-VENTING INTO THE NEXT J015T SPACE UNLE55 NOTED OTHERWISE. -FLOORS: INSULATED WiTH R-30 GATT INSULATION OVER UNHEATED SPACE UNLESS NOTED OTHERWISE. -51-AB-ON-GRADE: PROVIDE EXTRUDED RiGiD CLOSED CELL R-101NSULATiON. INSULATION TO PROVIDE THERMAL BREAK BETWEEN 5LAB AND FOOTING AND RUN FROM THE TOP OF THE SLAB TO THE BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR 6" EVERY 2-0" TO ALLOW FOR DOWELING TO TiE 51_A13 AND FOOTING TOGETHER. UNLESS NOTED OTHERWISE. 10. GARAGE SEPARATION: -REQUiRE51/2" GWB ON THE GARAGE SiDE. 5/8" TYPE'X' GWB WHERE THERE 15 LiViNG SPACE ABOVE. SUPPORTING COLUMNS, WALLS AND 13EAM5 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 LE55 THAN 1-3/8" THICK, OR 20-MINUTE FiRE RATING. DOOR5 SHALL BE EQUIPPED WiTH A 5ELF-CL05iNG DEVICE PER 1RC R302.5.1. 11. VAPOR BARRIERS: -AN APPROVED VAPOR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, BELOW ENCLOSED JOIST SPACES WHERE CEILING FINISHES ARE DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE INSULATION. TH15 VAPOR BARRIER MAY BE A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR 13ARRiER5 SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. 12. FIRE SAFETY: -SMOKE ALARMS/DETECTORS (5.D.): SMOKE ALARMS/DETECTORS SHALL BE INSTALLED iN ALL SLEEPING ROOMS, iN THE AREA OUTSIDE THE SLEEPING ROOM AND iN OTHER LOCATIONS PER 1RC R314. POWER SOURCE AND INTERCONNECTION PER 1RC. -CARBON MONOXIDE DETECTORS (C.M.D.): SHALL HAVE AN APPROVED CARBON MONOXIDE ALARM INSTALLED OUTSIDE OF EACH SLEEPING AREA IN DWELLING UNITS AND iN EACH LEVEL 1N ACCORDANCE WiTH THE MANUFACTURER'5 REQUIREMENTS PER 1RC315. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WiTH UL2034 AND SHALL DE INSTALLED iN ACCORDANCE WiTH TH15 CODE, NFPA 720-2012 AND THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS. -CARBON MONOXIDE DETECTION SYSTEMS PER iRC 315.2 THAT INCLUDE CARBON MONOXIDE DETECTORS AND AUDIBLE NOTIFICATION APPLIANCES, INSTALLED AND MAINTAINEDIN ACCORDANCE WiTH TH15 SECTION FOR CARBON MONOXIDE ALARMS AND NFPA 720-2012, SHALL BE PERMITTED. THE CARBON MONOXIDE DETECTORS SHALL BE LISTED AS COMPLYING WiTH UL 2075. WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM 15 INSTALLED, iT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY. 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 V15iE51LiTY OF THE CIRCUIT DIRECTORY LADEL, SERVICE DISCONNECT LADEL, OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LiST 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-FACTOR5 FOR FENESTRATION AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AiR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LiST THE VALUE COVERING THE LARGEST AREA. THE CERTRiFiCATE SHALL LiST THE TYPES OF EFFICIENCIES OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT. - THE BUILDING OR DWELLING UNiT SHALL BE TESTED AND VERIFIED AS HAVING AN AiR LEAKAGE RATE OF NOT EXCEEDING 5 AiR CHANGES PER HOUR. TESTING SHALL DE CONDUCTED WiTH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TiME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE 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 30/38 0.029 BELOW GRADE WALL 10/15/21 iNT + TB 0.042 SLAB R-VALUE AND DEPTH 10, 2 FT N/A APPROVED BY )PLANNING �;z �o May 12 2021 PROJECT OWNER: LAUREN KOSZAREK AND CHRiSTOPHER SIMMONS 17916 73RD AVE W EDMONDS WA 98026 PROJECT ARCHITECT: HEIDi HELGE50N PROJECT DESIGNER: LiSA MONTALVO/ MARiA RiDEiRO/ LAUREN GROTH H21) ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 STRUCTURAL ENGINEER: DENNIS TiTUS, PE, SE CG ENGINEERING 250 4TH AVE 5, SUITE 200 EDMONDS, WA 98020 425-778-8500 PROJECT DESCRIPTION: INTERIOR REMODEL, ADDITION AT MAiN FLOOR, NEW DETACHED GARAGE W/ ADU ABOVE PROJECT ADDRESS: 17916 73RD AVE W TAX LOT NUMBER: 00473700003800 LEGAL DESCRIPTION: HiLLViEW ADD 13LK 000 D-00 - LOT 38 LAND USE CODE COMPLIANCE STATISTICS ZONE: RS-8 CRITICAL AREAS: STEEP SLOPE, LANDSLIDE HAZARD (CRITICAL AREA REPORT CRA2020-0166 ='WAIVER') LOT COVERAGE: LOT AREA: 14,509 SF EXISTING HOUSE: 2138.2 SF EX15TiNG DECK: 419 SF EXISTING SHED: 143.1 SF NEW ADDITION (GARAGE & ADU): 554.9 5F (NEW ADDITION OVER EXIST. COVERED DECK 1NCL iN DECK CALCULATION ABOVE): (82.3) SF NEW STAIR: 68.3 5F NEW UNCOVERED DECK: 151.9 SF EXISTING & PROPOSED LOT COVERAGE: 3475.4 5F ALLOWED LOT COVERAGE: 14509 SF X 35% = 5078.2 SF OK IMPERVIOUS SURFACE: EX15TING HOUSE: 2138.2 5F EXISTING COVERED DECK: 419 SF EXISTING SHED: 143.1 SF EXISTING WALKWAYS/PATIOS: EV 1906.3 5F G 7 .5 NEW ADDITION (GARAGE & ADU): 554.95 (NEV ADDITION OVER EXiST. COVERED DECK): (82.3) 5F NEW STAIR: 68.3 SF (NEW UNCOVERED DECK OVER EXIST. PATIO): (151.9) 5 NEW WALKWAYS: 210.5 5F REPLACE DRIVEWAY: 534.9 SF TOTAL NEW AND/OR REPLACED IMPERVIOUS SURFACE: 1368.6 5F REQ'D SETBACKS: FRONT: 25' REAR SETBACK: 15' SiDE SETBACK: 7-1/2' PARKING: 3 PARKING SPACES PROVIDED 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 BASED 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 SLAD R-10 PERIMETER AND UNDER ENTIRE SLAB 3d HiGH EFFICIENCY HVAC EQUiPMENT:1.0 CREDITS DUCTLESS SPLIT SYSTEM HEAT PUMPS, ZONAL CONTROL: iN HOMES WHERE THE PRIMARY HEATING SYSTEM 15 ZONAL ELECTRIC HEATING, A DUCTLESS HEAT PUMP SYSTEM SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE HOUSING UNiT. 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 BE 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, A5-13UILT PLANS 02 51TE PLAN SURVEY A1.0 LOWER FLOOR DEMOLITION PLAN A1.1 MAiN FLOOR DEMOLITION PLAN A1.2 LOWER FLOOR PLAN A1.3 MAiN FLOOR PLAN A1.4 UPPER FLOOR - ADU A1.5 ROOF PLAN A1.6 WINDOW AND DOOR SCHEDULES A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS A3.1 BUILDING & WALL SECTIONS A4.0 WALL SECTIONS A4.1 TYP. DETAILS 51.0 GENERAL NOTES 52.1 HOUSE FOUNDATION PLAN 52.2 HOUSE MAiN FLOOR FRAMING PLAN 52.3 ROOF FRAMING PLAN 52.4 GARAGE FOUNDATION & MAiN FLOOR & 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 W U z W `D CV Q w 00 �- v J W Q o Q � � 0 LU co �O z F_ G �w N � V J O V 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON I STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 01 /29/2021 REVISED: 4/9/2021 REVISED: 5/3/2021 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DFPARTMFNT BLD2021-0175 01 O O O 0 O O O O O O 0 O O O O O O O d O O d4 d� 4 FILTERI SOCK WITH OVER FLOW HOLES • . MP) a CITY OF EDMONDS PUBLIC WORKS DEPARTMENT S t . 18y" 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL FILTER SOCK WITH OVER FLOW HOLES (TYP) ur�JIN NOTES: CATCH BASIN 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TiMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE—THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. REVISION DATE TEMPORARY JANUARY 2018 SEDIMENT TRAP FOR CATCH BASINS STANDARD D ETAI L APPROVED BY: R. ENGLISH E R— 9 0 2 NATIVE BACKFILL MATERIAL J 8" I FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS —\ rWIRE MESH FENCE TO SUPPORT FILTER 1 FABRIC col BURY BOTTOM OF FILTER a MATERIAL 8" TO 12" Z[911�"I 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. `St. JBy— CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R— 9 0 0 LOT 1 EX15TING LOT 34 AVERAGE EXISTING GRADE POiNT ELEVATION A 375.2' g 381.8' C 382.1' p 375.4' 1514.5 SF/4= 378.6' = 378'-7" AVERAGE GRADE =378'-7" HEIGHT LIMIT = 403'-7" LOT 39 — 37-6 — — — TEL SE'4' \ N 84 36-36" E 150.03' _ ' — — — _ _ _ _ _ _ _ — \ / ) \ EXISTING BRICK cnw X_ EX HOSE 1 \ NEW DECK j P — EX GATE \ \ \ \ ADDITION I l \ \ 151.9 5a ft I EBUiLD ROOFLiNE ---___ \ EXiSTiNG ROCKERY BELOW- MODIFY 1 \ A5 NEEDED ^MODIFY ROCK STAIRS SITE PLAN POST SS A 15'-011 REAR YARD \ EXISTING POOL --------------------------CKITCHEN PER _\6\ "pE PLANS, EX ROCKERY g------ ?4 STRUCTURAL EXISTING PATIO S w I 1 C,/ — / I �� \ GSMH I EXISTING CONCRETE STEPS EV \ 1 - 30 1-01 1 EX CKER =fir/ 17916 73RD AVE W r I 111 \ � 1 1 O` 1 �, /` � � i �� _ I — �EDMONDS,IWA 98026 1 I I \ 1 ���/ v \ I I LA— STOCKPILE LOCkT10N. \ \ I ~ I �v EXISTING I I I — — STOCKPkE TO �E \ 1 1 '{ i DECK I I _ OVER 0 W THIN 24H \ 1 t EV I bV DOWNSPOUT TO\ I �� H BLOCK I XiSTiNG I I EX WOOD l // // l I STEP / / I EXIH05 DEMO ASPHALT ROCK \ I 1 I / / I DIF DRIVEWAY STAIRS 1 \ \ \ / // I I NEW STAIR ' NEW WA Y ❑. I 4 / V I I ' i / WE\ _ TER I o o �," -- { \ \ \ \ EX HOSE'L I / n N \ \ Bib PATIO I j //_ 5'-2 1/8" o EXISTING I ROCKPRY I NEW CONCRE E /�_--CIj { I I STEPSO-- `� REQ D FRONT YARD ALL OUTDOOR H -- j -- / \� j I oit / EX15TiNG EX DECK W/ UNiT FOR MINI ► // �� +�i PATIO STORAGE DELO SPLIT, VERIFY—_ G - - — — — _ r 66„X16'6P, p I LOCATION -- �7 \ '-------_ — _ _ — _ �R �1GI5PgCE` XiSTiNG FATi o o C o — EX15T1NG FENCE o'er' r; w c s < < _ _ Gv REFER TO THE ATTAI HED TOPOGRAPhII�C SURV Y TO REFEREENCE THE DA SUM POINT LOdA rED AT THE CATICH BASIN RIM AT 382.83' IN THE ENTER OF 73RD AVE W. I A v [3 W Q M I REPLACE ASPHALT DRIVEWAY TO PROPERTY LiNE ON Y, SEE NOTE # -NO K 0 8 PERFORM EV EXISTING AND NEW DRIVEWAY LOCATION FOR CONSTRUCTION ENTRANCE PER ER-901 EXISTING SHED EV - °L Dz — — — — _ CONSTRUCTION FiLTER — — — — — — —' —' —' —' — —' SOCKS TO 13E INSTALLED TOL I I ANY CATCH 13A5iN5 N 89020'58" E 140.74' I EX RETAiNiN ALL M FROM THE _ EXISTING FENCE EXISTING FENCE CONSTRUCTIO iTE PER LOT 36 LOT 37 DOWNSPOUT TO iTY OF EDMONDS EQ'T5 SPLASH BLOCK DRIVEWAY REPLACEMENT APPROVED ON PRIVATE I PROPERTY ONLY. ANY WORK WITHIN THE CITY N RIGHT-OF-WAY SHALL REQUIRE SEPARATE ROW PERMIT. LE:1" =1 ' NOT : 1. ALL DiSTUR6ED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW 13MP T.5.13. 2. DRIVEWAY REPLACEMENT: ALL WORK RELATED TO DRIVE AY EPL CME T TO PE FOR ED W THiN THE N A F 8 PERFORMED iN THE CiTY R.O.W., A R.O.W. PERMIT 15 REQUIRED. SLOPES OF REPLACED DRIVEWAY SHALL NOT EXCEED 14%. DRIVEWAY WIDTH SHALL NOT EXCEED 24'. Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. ENGINEERING DIVISION APPROVED AS NOTED 05/13/2021 MEETING OR EXCEEDING 2000 SF OF NEW AND/OR REPLACED IMPERVIOUS SURFACE AREA SHALL REQUIRE STORMWATER MANAGEMENT. w U z w (.0 C, O vJ w Q 0 Q CO 0 w r-o z 0 � 0 N w U) 0 9716 REGISTERED ARCHITECT /�f 1 HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P. 206 . 542 . 3 7 34 www.h2darchitects.com DATE: 01 /29/2021 REVISED: 4/9/2021 REVISED: 5/3/2021 PERMIT SET SITE PLAN RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DFPARTMFNT BLD2021-0175 02 GAL DESCRIPTIO (PER STATUTORY WARRANTY DEED UNDER RECORDING NUMBER ' 201811300527) LOT 38 AND THE EASTERLY ONE FOOT OF LOT 34 OF HILLVIEW ADDITION, AS PER PLAT RECORDED IN VOLUME 17 OF PLATS, PAGE 15, RECORDS OF SNOHOMISH COUNTY AUDITOR; SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE BASIS OF BEARINGS THE CENTERLINE OF 180TH STREET SW BEARING = NORTH 88°08'50" WEST PER R1. R1. PLAT OF HILLVIEW ADDITION, VOL.17, PG.15, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. VERTICAL DATUM NAVD88, PER GPS OBSERVATIONS. SURVEYOR'S NOTES 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN OCTOBER OF 2020. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE SERVICE (800-424-5555). 4. SUBJECT PROPERTY TAX PARCEL NO'S. 00473700003800 & 00473700003401. 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 14,509 S.F. (0.33 ACRES) 6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN HEREON. 7. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. LEGEND -1 E L'+] AREA DRAIN - P POWER (OVERHEAD) 0 ASPHALT SURFACE PRO POWER POLE BRICK SURFACE p REBAR AS NOTED (FOUND) �ZXXS BUILDING 0 REBAR & CAP (SET) CENTERLINE ROW ROCKERY 0 CONCRETE SURFACE SS SEWER LINE DECK 0 SEWER MANHOLE X X FENCE LINE (CHAIN LINK) SD STORM DRAIN LINE o---o- FENCE LINE (IRON) TEL SENTRY TELEPHONE SENTRY n FENCE LINE (WOOD) SIZE TYPE(D TREE (AS NOTED) G GAS LINE BLDG BUILDING CONIC CONCRETE G ❑ GAS METER COR CORNER DEC DECIDUOUS MGV GAS VALVE EL ELEVATION FF FINISH FLOOR >- GUY ANCHOR MEAS MEASURED MON MONUMENT 0 INLET (TYPE 1) PROP PROPERTY 4� MONUMENT IN CASE (FOUND) ►14 MONUMENT (SURFACE, FOUND) P ❑ POWER METER VICINITY MAP N.T.S. 176th PI SW TOPOGRAPHIC & BOUNDARY SURVE ss �SS SSMH IM=371.31' IE(NE,SW,E) 8"CONC=362.71'(C.C.) 18 \ �' \ �p 10 o s 10 a � 6, 1p L'I ( IN FEET ) spa %^,� 1 INCH = 10 FT. SET a "e 'pp REBAR/CAP p P a / 1p 1p 00 o -�x zo o) � m z z X ^� �� P 12"DEC ^ O TEL SENTRY • 3g" E 150. o �, �o N 84 36 m o BRICK SET ,6 o m :-j -P�. z o STAIRS ° ^ vim ^ ,r REBAR/CAP k 4^ .p n O N kk to m o p� ^h 0 x ---- O m O m o ^h:• ^°5^ ^ e �y CB (TYPE 1) z o ? 0�b ��; / o ^ �� 5 ^k. RIM=372.93' v� WOOD cn n o m P ^° ' IE(NW) 12"CONC=370.38' Z FENCE COR m ^� EAVE �� IE(SE) 12"CONC=370.63' 0.1'S & 0.3'W OF PROP COR BRICK GATE ' �� "'4•. STAIRS O o BRICK ^° . • STAIRS ' ROCKERY 6"DEC FF EL ID 375.4' \NOOD.` d . 0qW 4'°ti:tr� ,• .�. :. :� ti9I QQ LLJ N SSMH ° ��' • '.'. �G��Q�� �Q1 o RIM=376.49' fi3L •• :. i ^ �k �k ��o- P Q D 1 k ^� '`...,;•!;� : • '.;• �. :.�' . FF EL Y� • � Q �QQ QQ� r IE(NW,E) 8"GONG=368.59'(C.C.) a.....4..• III II h * ` 384.1' A.�4.r IN O I �^ h' A.f'd. . �.. HOUSE N0. 17916 o°. . .": �.`•• O FOOTPRINT=2,067 SF x�• : °k�g. , b': kk� �QQ G��0 WKQU N •'ad. :5TP1� �° Q ROW ^^ .: :. a CONIC o •'.� `'k^: STEP ti 0 W N •': ' a �: • v' ^° �0v O... ROOF EL I 4• .4 • -OCK CONC POOL .'•..n.. ti'6 4. STA11S1'. 0 2W . �.;i ROGK o o .. • k I .:1 :. ^° to CB (TYPE 1) •AI,RS ► • ti o C :•®®:•:�::. �a. d• b RIM=382.83' ka �� IE NW 2"GONG 380 48 T 'mil ply •.• ^ ... k�... ti'' ��:: �.• 'b,. ( ) 1 = , t 1 .. IE(SE) 12"GONG=380.88' IA ENGE1 " •'• 4- a '• �` FF EL sQe: Q 383.2' •••k5 r d' p .d • ..4 �. w ASPHALT •. •e .. •: :•4 •..,y h `a' • 4.• ..•`lk ',•. _ I DRIVEWAY a+ i d ^ •• ••�•'•.�.' •id i l I..' a : a : ...4 �. . . a :. „ EAVE 'V o� o g.a'''' m PmD tib z ° SHED ' N 89°20'58" E 140.74' SET rr° brio 00 0mD I / 00 cnz �� ® I z FENCE WOOD REBAR CAP m 00 o N m r F 0. F S& 0.5' W ��� I z " OF PROP COR � I I I O I Southwest County Park 77th St SW 1780) PI SW Q W St SW 'SITE CIDO r s� 9 ^ o 180th St SW �. FOUND MON 3 STEEP SLOPE/BUFFER DISCLAIMER: , R/R SPIKE v THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR ¢' 70th INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR o CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT ARE BASED SOLELY ON OUR - GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE BASIS OF BEARING P 181s1 PI SW PUBLIC DOCUMENTS; AS SUCH, TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR N 88'08'S0" W (335.13' MEAS (335.00' R1) 182nd St SW THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY, 180TH ST SW THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY SETBACKS OR 3a, OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED % 182nd PI SW BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR. OUND RAILROAD SPIKE 0.24'W & 0.10'N OF PROP COR I t 30.00, N 8346'07" W ti - R3 � h It FOU11V 1-11 111 V (- HELD CENTER CONIC, DOWN 1.7' h .e' w U � o z 0 0 z ::) o (D N c �:o o 0 o o W r^ v ) z OCC Q N co Q O U�o 2 Q O a_ O ca O o LLJ p � G G N Q� O cz a'p W I- O O N O 00 N N O O C Q �a- J, "I I J O Q Q� cL m Z3 N O CO ,--I 00 Z) 00 U0 Ln Ln +-+ O Fil�-r- � fl- C) 0y� 00 O TI JOB NUMBER: 201687 DATE: 10108120 DRAFTED BY: VLJ CHECKED BY. JPS/JGM SCALE. I" = 10' REVISOVSM CITY OF EDMONDS nFPARTMFNT B D2021-0175 SHEET NUMBER 1 nF 1 DEMO EXISTING DECK ABOVE AT AREA OF NEW ADDITION, REBUILD V=CV GTD 11(-TI ID A I DEMO POST & BEAM AT LOCATION OF ADDITION, REFER TO STRUCTURAL LOWER FLOOR DEMOLITION PLAN SCALE:1/4 — T-O" 0 EXISTING WALLS r — I DEMO WALLS NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO DEMOLITION. w U Z w c0 N Q O w Q 0 Q co 0 w r-o z O 0 N w U) O v 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P. 206 . 542 . 3 7 34 www.h2darchitects.com DATE: 01 /29/2021 REVISED: 4/9/2021 REVISED: 5/3/2021 PERMIT SET LOWER FLOOR DEMOLITION PLAN RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES n FPARTKAFNT BLD2021-0175 A1.0 DEMO DECK AT LOCATION OF ADDITION, REFER TO STRUCTURAL TYP DEMO GUARDRAIL AND DEMO WINDOW, PREP FOR POST, PREP FOR ADDITION iNFiLL MODiFY EXISTING DECK PER STRUCTURAL, PREP I IIII FOR DECK EXTEN51ON I I IIII II II I DEMO WALLS, WINDOW AND I IIII DOOR, PREP FOR �A 001TION I I PER STRUCTURAL I� II II II II II II DEMO GUARDRAIL PREP I FOR DECK ADDITION II DEMO WALL AND WINDOWS, PREP FOR NEW WALL iN EXISTING LOCATION, REFER TO STRUCTURAL I� II II II II II DEMO WINDOW AND DOOR, PREP PARTIAL iNFiLL, NEW I WINDOW III III I �I DEMO INTERIOR WALL AND DOOR I I I III I ro 1 I I III DEMO 1/2 WALL IIIII I LJI L= T' I LL-J - DEMO KITCHEN FiNiSHES, FIXTURES AND I APPLIANCES I r 7 ► === aru DEMO ROUGH OPENING FOR NEW DOOR MAIN FLOOR DEMOLITION PLAN SCALE:1/4" = T-0" 0 EXiSTiNG WALLS r - I DEMO WALLS NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO DEMOLITION. P _ = =q I F 5 3/4" 2 / A I I . / DEMO GUARDRAIL PREP FOR REPLACEMENT n. on DEMO CLOSETS WALLS AND DOORS DEMO ROUGH OPENING FOR NEW DOOR ■ DEMO DOOR PREP FOR iNFiLL I DEMO ROUGH OPENING FOR NEW DOOR II II � II II II II I' 5'-71 1102 1r r II II I I II I I II II II I 2'-10" u FUN IVGYV VVIIVVUYV / II I 0 II� V--- - - ---� DEMO DOOR PREP FOR NEW DOOR EXISTING WALKWAY TO REMAIN EXISTING WALKWAY TO REMAIN 1 1 1 1 1 1 1 I,,, --DEMO WALKWAY, 1 1 PREP FOR NEW WALKWAY, PER PLAN 1 1 1 1 L ELECTRICAL PANEL, PREP FOR RELOCATION DEMO DOOR PREP FOR iNFiLL N w U z LL1Q N w 00 w 0 r" 0 W co z O N w O 9716 REGISTERED ;/Z� ARCHITECT HEIDI MICHELLE HELGESON I STATE OF WASHINGTON H 2 D A R C H IT E C T U R E D E S+ I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206 . 542 , 3734 www.h2darchitects.com DATE: 01 /29/2021 REVISED: 4/9/2021 REVISED: 5/3/2021 PERMIT SET MAIN FLOOR DEMOLITION PLAN RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DFPARTMFNT A1.1 3'-0"+/- 14'-10"+/- A A3.0 T XiSTiNG NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL POOR AND WINDOW DIMENSIONS ON THiS PLAN ARE ROUGH OPENiNG SIZES, UNO. REFER TO WINDOW AND POOR 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. SMOKE DETECTORS (S.D.) TO BE INTERCONNECTED TO THE EXISTING MAiN DWELLING. 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. CARBON MONOXIDE ALARM (C.M.D.) TO BE INTERCONNECTED TO THE EXISTING AND NEW AREAS OF THE MAiN DWELLING. LOWER FLOOR PLAN EXISTING IEV VENTILATION REQUIREMENTS - MAIN DWELLING VENTILATION NOTES: USE VENTILATION TO BE INTEGRATED INTO THE FORCED F0 MEET iRC M1507.3.5. :ONTiN000S AIRFLOW OF 90CFM. E A3.0 3 A A4.0 A3.1 N W U Z W `D N Q — W 00 � W Q o Q � r" r-) W co z O �w N Cn O v 9716 REGISTERED ;lz� ARCHITECT HEIDI MICHELLE HELGESON I STATE OF WASHINGTON rm t--,% mill H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 01 /29/2021 REVISED: 4/9/2021 REVISED: 5/3/2021 PERMIT SET LOWER FLOOR PLAN RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DFPARTMFNT SCALE:1/4" = 1'-0" 0 EX15TiNG WALLS ® NEW WALLS A1.2 INSTALL RANGE HOOD; HOODS OVER 400 CFM REQUIRE MAKE UP AiR. MAKE UP AiR TO BE INTERLOCKED WiTH FAN 2X4 WALL OR ALIGN W/ A OPERATION AT A RATE APPROXIMATELY EQUAL TO THE EXiSTiNG, INSTALL R-21 A3.0 EXHAUST AiR RATE THAT 15 iN EXCE55 OF 400CFM PER RiGID INSULATION @ 2X-+- M1503.4. WALLS; R_-21 xnf- INSTALL GAS STUP> @ RANGE �IN5t71ATiON @ 2X6 WALLS 1 A3.1 iNFiLL WINDOW 4'-11 3/8" +/- 43'-5 5/8"+/- � 5E GK UN TAP 36" GUARDRAIL HGT _ _ ® L_ F PANTRY F -==I 2X6 WALL ® ® E 56" RFINGE— — — , 36 REF KITCHEN I - NEW VAULTED EXISTING CEILING — DECK HARDWOOD I o CEiEING 1 MODIFY A5 REQ'D �KYLiGHT (SKYLIGHT B DECK BY STRUCTURAL I TRASH A3.0 A4.0 DECKING 4'81/2" ABV -DW r o 1 fl 0 04 4'X7'4" 4'-21/2" Q 02 15LANP z I (s)� w w toto — — — — — — — — — — — — — — — — — — — - VAULTED CEILING z C@ KiTCHEN < = 03 Q 0 03 DN E A5 iN cz ABV HARDWOOD NEW VAULTED EXISTING — —DINING— CEILING P CEILING w + i STO EXISTING n SKYLIGHT SKYLIGHT o4 BATH EXISTING 02 5 3/4" EX ° EX 2'-10" 6'-0" 21-4" 4'-6 3/4" 0 36" GUARDRAIL HGT Z EX EX cG DECK w EX -y� EXISTING A y A3.0 EXiSTiNG DN 36" GDRL HGT GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) EXISTING MAiN FLOOR CONDITIONED AREA: 1558.7 SF NEW MAiN FLOOR ADDITION (CONDITIONED): 79.5 5F CONVERT GARAGE TO CONDITIONED SPACE: 516.5 5F TOTAL MAiN FLOOR CONDITIONED AREA: 2154.7 SF TOTAL CONDITIONED AREA (AT PRIMARY RESIDENCE): 3019.5 5F NEW GARAGE (UNCONDITIONED): 507.9 SF TOTAL CONDITIONED AREA (ALL FLOORS INCLUDING ADU) 3531.2 SF LIVING EXISTING DN B '111A3.0 GAS WATER HEATER NOTES 1. INSTALL NEW 60 GAL GAS WATER HEATER (VERIFY SiZE AND LOCATION W/ OWNER PRIOR TO PURCHASE/INSTALL) W/ 0.91 EFF 2. PROVIDE SHUTOFF VALVE 0 CONNECTION TO APPLIANCE. 3. 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. 4. WATER HEATER FOR ADU. VENTILATION REQUIREMENTS: VENTILATION NOTES: WHOLE HOUSE VENTILATION TO BE INTEGRATED INTO MAiN FLOOR EXHAUST FAN Cad LAUNDRY. UNDERCUT DOORS TO HABITABLE SPACES A5 REQ'D FOR AiR FLOW. DWELLING UNiT FLOOR AREA: 3019.5 SF # BEDROOMS: 4 AIRFLOW TO MEET THE FOLLOWING MiNiMUM REQUIREMENTS PER TABLE M1507.3.3(1): CONTINUOUS AIRFLOW = 90CFM INTERMITTENT AIRFLOW: RUN-TIME PERCENTAGE iN EACH 4-HOUR SEGMENT 25% 33% 50% 66% 75% 100% 240CFM 180CFM 120CFM 90CFM 78CFM 60CFM i 1 D 1 A3.0 2 P05T5 PER I A4.0 STRUCTURAL WRAP PER DETAIL I z w BEDROOM 2 2'-1" z EX15TiNG 2'-1" Z X w NEW WALK w o5 O6 + 5'-01/8"+/- 4'-2" /26-101 p o(s) �'Lc)N— 4 V w V °L 6" G AR R iL GT I I E UP _ ( ERi ) c� v LD + - I w UP N RELOCATE 2X6 WALLS M CLO � �' ELECTRICAL PANEL FOR MAIN _ _ _ _ _ _ _ C PATIO HARDWOOD 2'-10'� 2'-10" 9'-1 1/2" HOUSE AND INSTALL NEW FOR INSTALL TRi DRAIN, TiE TO EXISTING iNFiLL DOOR ,x <o <o 1'-2 1/4" N ADU, \ / FOUNDAT ON RAiN 13 VERIFY LOCATION; BOTH \ / 08 0 O M CLO DWELLING UNITS TO HAVE \ / cp N 5 D 10 HARDWOOD UNRESTRICTED ACCE55 ALIGN 'z INSTALL 5/8" TYPE W SLOPE \ / I REPLACE 5'-4" 3'-51/2" 6'-101/4" 11 - r GWB 9 WALLS FROM \ / DRIVEWAY FOUNDATION TO1h In M BATH TILE z CEILING AND CEILING ARAGE 110 CFM FAN, VENT TO OF GARAGE, TYP INSTALL PER SECTION S.O.G / \ LD 2R 9 7 3/ " MAX OUTSIDE TYP E A 1T 1 y LD / \ I 3 A CV O `p DN I � IEX SKYLiGHTJ a 0 Xn CLO CLO EX15TiNG EXiSTiNG EXISTING 0 EXISTING EX15TiNG S.D. J BEa OOM1 Z F E STING Z HALL WHOLE HOUSE FAN X X EXISTING FOR MAiN HOUSE, J VENT TO OUTSIDE EV EXISTING O 0 S.D. S.D./C.M.D EXiSTiN 0 BEDROOM 3 EXiSTiNG ALIGN ALIGN A I:Kxe7 0 09 12 SHOWER M BED 2X6 WALLS / \ � o HARDWOOD + ® W R � TOILET TiLE WH - I N CV TILE TUB ° iNFiLL INSTALL NEW GAS FiRE INSTALL WATER SHUT A K LiNE SE GARAGE Y 80 GAL. WATER HEATER OFF E09 ACCESSORY DOOR (VERIFY SiZE W/ OWNE — DWELLING UNiT (VERIFY EXiSTiNG O1 _FOR ADU ABOVE, MiN EF LOCATION); ADU TO HAVE 50 CFM FAN, VENT TO .91; VERIFY LOCATION W L NRESTRiCTED ACCESS EV OUTSIDE TYP 41/2" 5'-0" OWNER TO SHUT OFF NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 16-2 3/4"+/- 3'-41/2" 6-0 1/2" 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE ROUGH OPENING SIZES, UNO. REFER TO WINDOW AND DOOR SCHEDULE 25'-7 3/4"+/- 4'-2" 28- FOR MORE INFORMATION. 3. SEE ATTACHED WSEC FORMS FOR ENERGY CODE COMPLIANCE INFORMATION. DUCTLESS MiNi 4. INSTALL SMOKE DETECTORS (S.D.) AT LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND SPLIT; VERIFY PROVIDE BATTERY BACKUP A5 REQUIRED. SMOKE DETECTORS (S.D.) TO BE INTERCONNECTED TO THE EXISTING MAiN DWELLING. — LOCATION 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 p iRC R3153 AND THE MANUFACTURER'S INSTALLATION iNSTRUCTiON5. CARBON MONOXIDE ALARM (C.M.D.) TO BE INTERCONNECTED EV A3.0 TO THE EXISTING AND NEW AREAS OF THE MAiN DWELLING. N AI N FL OR PLAN � SCALE:1/4" = 1'-0" 0 EXISTING WALLS ® NEW WALLS LLB U z w (D CV Q — LLJ 00 w Q 0 Q r" 0 W co z O �w N W O 9716 REGISTERED ;lz� ARCHITECT /;Pl• 7 HEIDI MICHELLE HELGESON STATE OF WASHINGTON H H 2 D A R C H IT E C T U R E D E S+ I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 01 /29/2021 REVISED: 4/9/2021 REVISED: 5/3/2021 PERMIT SET MAIN FLOOR PLAN RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DFPARTMFNT BLD2021-0175 A1.3 A A3.0 1 A3.1 B 1 vo A4.0 MODIFY ROOF, REFER TO ROOF PLAN A A3.0 A A3.1 GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) ACCESSORY DWELLING UNiT: 511.7 5F 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 LOCATi0N5 SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. SMOKE DETECTORS (S.D.) TO BE INTERCONNECTED TO THE EXISTING MAiN DWELLING. 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. CARBON MONOXIDE ALARM (C.M.D.) TO BE INTERCONNECTED TO THE EXISTING AND NEW AREAS OF THE MAiN DWELLING. UPPER FLOOR - ADU SCALE:1/4" = P-0" 0 EXISTING WALLS ® NEW WALLS EXISTING ROOF, REFER TO ROOF PLAN LiNE OF ROOF BELOW OWN _N N N NEW HEAT PUMP NOTES: 1. INSTALL DUCTLESS HEAT PUMPS WiTH A MiNiMUM UNOBSTRUCTED TOTAL AREA OF THE OUTSIDE AND RETURN AiR DUCTS OR OPENINGS TO HEAT PUMP SHALL NOT BE LESS THAN 6 SQUARE INCHES PER 1,000 BTU/H OUTPUT RATING OR AS iNTiCATED BY THE CONDITIONS OF THE LiSTiNG OF THE HEAT PUMP. 2. ELECTRIC HEAT PUMPS SHALL CONFORM TO UL 1995 3. SUPPORT AND FOUNDATIONS FOR THE OUTDOOR UNiT OF A HEAT PUMP SHALL BE RAISED AT LEAST 3 INCHES ABOVE THE GROUND TO PERMIT FREE DRAINAGE OF DEFROST WATER, AND SHALL CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. VENTILATION SiZiNG TO COMPLY WiTH WAG TABLE M1507.3.3(1) CONTINUOUS AIRFLOW RATE: 30 CFM. 5. PER iRC M1507.3 PROVIDE CONTINUOUSLY OPERATING LOCAL VENTILATION SYSTEM USING LUNGS E2 DUCTLESS HRV SYSTEM. 6. UNDERCUT INTERIOR DOORS MiNiMUM 1/2'' FOR AiR FLOW TO ALL HABITABLE SPACES. 7. PROVIDE 1 PAIRS OF LUNGS E2 HRV TO MEET MiNiMUM VENTILATION REQUiREMENT5.1 FAiR 9 ADU, VERIFY LOCATION (TO BE CONFIRMED W/ MFR PRIOR TO CONSTRUCTION) a� LUNGS E2 HRV *1 LUNGS E2 HRV PAiR PROViDES 10-22CFM VERIFY VENTILATION SYSTEM MEETS MiNiMUM REQUIREMENTS OF iRC SECTION M1507.3 AND MFR REQUIREMENTS. AEV 15'-611 3" 3'-2" 7'-011 1'-1111 3'-211 3'-1" 7'-0" 3'-31, 61 36" GUARDRAIL HGT 30" ELEC RANGE INSTALL RANGE HOOD; HOODS OVER 400 CFM REQUIRE MAKE UP AiR. MAKE UP AiR TO BE INTERLOCKED WiTH FAN OPERATION AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST AiR RATE THAT 15 iN EXCESS OF 400CFM PER M1503.4. ADU - LIVING AREA HARDWOOD 3'X6' ISLAND OR TABLE � 30" REF o FF o o 15'-6" 15 CFL. D A3.0 oft, 3'-6" ADU - BED HARDWOOD BA' TiL ADU VENTILATION REQUIREMENTS: VENTILATION NOTES: WHOLE HOUSE VENTILATION TO BE INTEGRATED INTO UPPER FLOOR EXHAUST FAN 9 LAUNDRY. UNDERCUT DOORS TO HABITABLE SPACES A5 REQ'D FOR AiR FLOW. DWELLING UNiT FLOOR AREA: 511.75F # BEDROOMS:1 AIRFLOW TO MEET THE FOLLOWING MiNiMUM REQUIREMENTS PER TABLE M1507.3.3(1): CONTINUOUS AIRFLOW = 30CFM INTERMITTENT AIRFLOW: RUN-TIME PERCENTAGE iN EACH 4-HOUR SEGMENT 25% 330/. 50% 66% 75% 100% 120CFM 90CFM 60CFM 45CFM 39CFM 30CFM LiNE OF ROOF BELOW E A3.0 DUCTLESS MiN1 SPLIT; VERIFY O7 LOCATION; PROVIDE UNRESTRICTED ACCE55 FOR ADU TO HVAC UNITS AND N THERMOSTAT FOR DU NiT 17 0) ADU - CLO 3 q R&S C\9 A4.0 A3.1 -WHOLE HOUSE VENTILATION FAN; VENT TO OUTSiD EV 1FY ALIGNMENT W/ SiNK AND WINDOW #9, ALIGN CL SiNK W/ WINDOW PANEL FRAMELESS, TEMPERED GLASS SHOWER PANEL AND DOOR, TYP LiNE OF ROOF BELOW 80 CFM FAN, VENT TO OUTSIDE TYP MiN 2'X3' ATTIC ACCESS, INSTALL WEATHERSTRIPPING 9 HATCH N LLB U z L LB Cfl N Q — W 00 W Q o Q � 0 W z O �w IN� O 9716 REGISTERED ;/Z�ARCHITECT HEIDI MICHELLE HELGESON I STATE OF WASHINGTON H 2 D A R C H I T E C T U R E + D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 01 /29/2021 REVISED: 4/9/2021 REVISED: 5/3/2021 PERMIT SET UPPER FLOOR - ADU RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DFPARTMFNT BLD2021-0175 A1.4 g 1 VOA4.0 ROOF PLAN W/REPLACED ROOF T BE LE55 THAN 1/150 OF THE r REDUCTION OF THE TOTAL TO r 40 FERCENT AND NOT MORE iNG AREA i5 PROVIDED BY I OF THE SPACE TO BE JT5 WiTH THE BALANCE OF THE VENTS. 3.3 SF IE5) � INCHES J EAVES = MiN 110 50, INCHES iES) 5Q INCHES :AVES = MiN 122.8 SQ INCHES TOTAL =144.4 5Q INCHES E A3.0 3 A A4.0 A3.1 N LLI U z LLI r)N — W 00 � w Q 0 Q r" r) W co z O �w N Cn O v 9716 REGISTERED ;lz� ARCHITECT HEIDI MICHELLE HELGESON I STATE OF WASHINGTON H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 01 /29/2021 REVISED: 4/9/2021 REVISED: 5/3/2021 PERMIT SET ROOF PLAN RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DFPARTMFNT SCALE:1/4" = T-C" 0 NEW ROOF 0 EXISTING ROOF IAIbyzilPAffolIml A1.5 DOOR SCHEDULE ID R.O. DIMENSIONS *SEE NOTE 1 DOOR LEAF DIMENSIONS TYPE THICK AREA (SF) NOTES U-VAL WIDTH HEIGHT W HT MAiN FLOOR 01 5'-8" 6-10 1/2" 5'-6" 6'-8" SWING 0'-1 3/4" 56.70 FRENCH DOOR; VER FiT iN EX R.O.; TEMPERED iF GLAZED .20 02 8'-2" 6-10 1/2" 8'-0" 6'-8" S.G.D. 0'-13/4" 53.30 TEMPERED .28 03 8'-2" 6-10 1/2" 8'-0" 6-8" S.G.D. 0'-13/4" 53.30 TEMPERED .28 04 4'-6 3/4" 6-10 1/2" 3'-0" 6-8" SWING i 0'-1 3/4" 30.70 TEMPERED W/ (1)1'-6'' 51DELiTE .28 05 6'-2" 6-10 1/2" 6'-0" 6-8" Bi PASS O'-1 5/8" 0.00 FAiR DR5 06 6'-2" 6-10 1/2" 6'-0" 6'-8" Bi PASS O'-1 5/8" 0.00 PAiR DR5 07 2'-10" 6-10 1/2" 2-8" 6'-8" SWING ii 01-15/8', 0.00 08 2'-7" 6-10 1/2" 2'-6" 6'-8" POCKET O'-1 5/8" 0.00 VER R.O. W/ POCKET M.F.R. 09 9'-2" 6-10 1/2" 5'-0" 6-8" SWING iii 0'-1 3/4" 59.90 TEMPERED; PR 2'-6" FRENCH DOORS W/ (2) 2'-0" SiDELiTES .20 10 2'-10" 6-10 1/2" 2'-8" 6-8" SWING ii 01-15/8', 0.00 11 2'-8" 6-10 1/2" 2'-6" 6'-8" SWING ii 01-15/8', 0.00 12 2'-8" 6-10 1/2" 2'-6" 6'-8" SWING ii 01-15/8', 0.00 13 3'-2" 6-10 1/2" 3'-0" 6'-8" SWING ii 0'-1 5/4" 0.00 20 MiN RATED SOLID CORE DR W/ SELF CLOSER 14 14'-2" 7-21/2" 14'-0" 7'-0" j ROLL UP O'-1 3/8" j 0.00 j GARAGE DOOR ADU 15 3'-2" 6-10 1/2" 3'-0" 6'-8" SWING ii 0'-1 3/4" 20.40 TEMPERED .20 16 2'-10" 6-10 1/2" 2'-8" 6'-8" SWING ii 0'-1 3/8" 0.00 17 6'-2" 6-10 1/2" 6'-0" 6'-8" Bi PASS O'-1 3/8" 0.00 PAiR DOORS 18 2-8" 6-101/2" 2'-6" 6'-8" SWING ii 0'-1 3/8" 0.00 ol wall m Wf I a :.:...::: ON, • MANUFACTURER: INTERIOR: SiMPSON OR EQUAL, SOLID CORE TO MATCH EXISTING; SELECTION TO BE CONFIRMED EXTERIOR: TO BE SELECTED EXTERIOR DOORS TO BE 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 51ZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION 4. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS I. AS SCHEDULE BI PASS I. AS SCHEDULE .C�WiNr iii w w w x U U U Q w 0 U U Q AS SCHED. en( i(FT / \ / \ w w / / \ \ x U \\ // Q i I, AS SCHEDULE w 0 w U U Q AS SCHEDULE SWiNr w w w x U N Q Ell\ AS SCHEDULE SWiN(� i WINDOW SCHEDULE ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER AREA SF ) NOTES U-VA WIDTH HEIGHT MAiN FLOOR 01 5'-0" 1'-6" 6-101/2" C H.S. 7.50 TEMPERED; TRANSLUCENT .28 02 6'-0" 5'-0" 6-101/2" B P 28.70 TEMPERED .28 MAiN FLOOR PLATE 03 8'-0" 3'-8" 11'-0" A P 16.80 ALIGN WiTH DOOR 5ELOW, VERIFY HH; ANGLED WiNDOW .28 04 8'-0" 3'-8" 11'-0" A P 16.80 ALIGN WiTH DOOR BELOW, VERIFY HH; ANGLED WiNDOW .28 ADU 05 7-0" 4'-0" 6-10 1/2" D H.S. 27.10 TEMPERED .20 06 7-0" 4'-0" 6'-101/2" D H.S. 27.10 VERIFY EGRESS .20 07 7-0" 21-4" 6-10 1/2" E A 15.50 .20 08 2'-4" 21-4" 6-10 1/2" F C 5.20 TEMPERED; TRANSLUCENT .28 09 3'-8" 3'-6" 6-10 1/2" C H.S. 12.40 .20 10 6'-0" 4'-0" 6'-101/2" D H.S. 23.30 .28 11 6170" 4'-0" 0-10 1/2" D H.S. 23.30 .28 ROOF - RIDGE 12 1'-101/2" 3'-10 1/2" --- FIXED 6.80 VELUX FCM 2246 OR SELECTED .50 13 1'-10 1/2" 3'-10 1/2" --- FIXED 6.80 VELUX FCM 2246 OR SELECTED .50 14 1'-101/2" 3'-10 1/2" --- FIXED 6.80 VELUX FCM 2246 OR SELECTED .50 15 1'-101/2" �3'-10 1/2" --- FIXED 1 6.80 VELUX FCM 2246 OR SELECTED .50 TOTAL EXTERIOR WiNDOW AREA: 230.90 NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER MANUFACTURER: MATCH EXISTING SERIES: MATCH EXISTING NOTES: 1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS 2. SEE ELEVATIONS FOR CONFIGURATION 3. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION 4. VERIFY EXISTING ROUGH OPENINGS WHERE WINDOWS ARE BEING REPLACED iN THE EXISTING OPENINGS PRIOR TO ORDERING THE WINDOWS 5. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS 6. TRANSLUCENT GLASS TO BE SATIN ETCH. PROVIDE GLASS SAMPLE TO OWNER/ARCH FOR APPROVAL PRIOR TO ORDERING \EEI \ \ o \\ o a A 13 C / AS SCHED. SWiN(-' 1i N KEY A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE S.H. = SINGLE HUNG H = HOPPER El. El I E F LLI U z LLIQ CV - LLJ 00 w Q 0 Q r" 0 W co z O �w N O 9716 REGISTERED ;ARRCCH ITECT /Z� HEIDI MICHELLE HELGESON I STATE OF WASHINGTON H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 01 /29/2021 REVISED: 4/9/2021 REVISED: 5/3/2021 PERMIT SET WINDOW AND DOOR SCHEDULES RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DFPARTMFNT 1 -.11 byzil PA ffol I V& Al .6 30 YR ARCHITECTURAL 30 YR ARCHITECTURAL ASPHALT COMPOSITE ASPHALT COMPOSITE ROOFING TO MATCH EXISTING ROOFING TO MATCH EXISTING; CONTiNOUS RIDGE VENT, TYP HEIGHT LiMiT = 403'-7" --- - - - - - - - - - - - - - - - ------------------------------------------------------------------------------------ NEWA�RfI��EL--�27'=65�/ "+/---- �3 EXISTING ROOF EXISTING SKYLIGHT EXISTING CHIMNEY EXISTING ROOF 30 YR ARCHITECTURAL (T.O. RIDGE) TO REMAIN TO REMAIN TO REMAIN TO REMAIN ASPHALT COMPOSITE ROOFING TO MATCH EXISTING; NEW ADU MAiN FLOOR PLATE = 23'10 3/8"+/- CONTiN0U5 RIDGE VENT, TYP EL= 399'3 3/8"+/- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (T.O.TOP PLATE) r_� NEW ENV L ------- JL::::::::�-KlEMPER 11 SiPING TO MATCH EXISTING - NEW L 7 EX RIDGE = 22'1 5/8"+/- ...... ...... ...... 12p.m (EL= 397'7"+/-) (T.O. EX RIDGE) 41/2 1............. A EXISI EXiST. NEW POST AND BEAM 36" HiGH GUARDRAIL PER STRUCTURAL ASSEMBLY TYP. WRAP PER DETAIL NEW STAIR ---------- ----------------------------- ---- EXISTING - STAiR NORTH ELEVATION SCALE:114" - 1' O" 30 YR ARCHITECTURAL 36" HiGH GUARDRAIL ASPHALT COMPOSITE ASSEMBLY TYP. ROOFING TO MATCH EXISTING; CONTiNOUS RIDGE VENT, TYP. EXISTING - — - — - — - — - — - — - — - — - — - — - — - — - — EXISTING GRADE NEW NEW EX MAiN FLOOR PLATE =16'6 5/8"+/- (EL= 392'+/-) (T.O. EX TOP PLATE) D.S. SiDiNG TO MATCH EXISTING. NEW ADU FLOOR=15'91/4"+/- (EL= 391'2 1/4"+/-) (T.O. SUBFLOOR) 36" HiGH GUARDRAIL ASSEMBLY TYP. 0 EXISTING MAiN FLOOR = 87 5/8"+/- (T.O. EX SUBFLOOR) - — — — — — — — — — — — — — — — — — — — NEW POST AND BEAM GARAGE = 68 5/8"+/- PER STRUCTURAL (EL= 38215/8"+/-) EXISTING WRAP PER DETAIL (T.O. SLAB) ------- -- — - —- - — - —- - - - --—-—- — - — - —- AVERAGEGRADE=& ---- EXISTING SiPING TO REMAIN EXISTING CONCRETE PATIO NEW CONCRETE PATiO HEIGHT LiMiT = 403'-7" -- - - - - --—-—- — - — - —------—-—-—- — - — - —----—-—-—-—-—-—-—-—- — - — - —- - -- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — ----7 i�GEEL=27'-65/8"+% NEW (EL = 403-0" E- ---- - — — — — — — — — — — — — — — — — — — — — — — — 12 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3 (T.O. RIDGE) EXISTING CHIMNEY EX15TiNG ROOF TO REMAIN TO REMAIN NEW A MA FLOOR PLATE = 2310 3/ ,� (EL= 3993 3/8"+/-) EXRiDGE=2215/8"+/- 12 r (EL= 397'7"+/-) (T.O. EX RIDGE) EXISTING ROOF TO REMAIN INSTALL SiDiNG TO MATCH EXISTING - EXISTING SiDiNG TO REMAIN — NEW SKYLIGHT BEYOND EX (EL= 391'21/4"+/-) + D.S. (T.O. SUBFLOOR) �— PER STRUCTURAL LL J / WRAP PER DETAIL EXISTING MAiN FLOOR = 87 5/8"+/- (EL= 384'1"+/-) EXISTING GRADE EXISTING GRADE (T.O. EX SUBFLOOR) GARAGE= 68 5/8"+/- (EL= 38215/8"+/-) (T.O. SLAB) — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - —--—- — - — - —---------------------------------AVERAGEGBAQE-=--3Zb=-" -- EAST E L EVAT I O N SCALE:1/4" - 1'-0" N EX MAiN FLOOR PLATE =16'6 5/8"+/- o (EL= 392'+/-) (T.O. EX TOP PLATE) EX i EX NEW ADU FLOOR-15" '91/4/- EXiSTiNG P.S. EXiS NEW STAIR BEYOND NEW POST EXISTING LOWER FLOOR = 0'0" (EL= 375'5"+/-) (T.O. EX 5LA13) EXISTING LOWER FLOOR = 0'0" (EL= 375'5"+/-) (T.O. EX SLAB) REFER TO THE ATTACHED TOPOGRAPHIC SURVEY TO REFERENCE THE DATUM POINT LOCATED AT THE CATCH BASIN RIM AT 382.83' IN THE CENTER OF 73RD AVE W. HEIGHT NOTES: CONTRACTOR TO BE RESPONSIBLE TO COORDINATE VERIFICATION OF ALL EXISTING AND PROPOSED ELEVATIONS. VERIFICATION TO BE PERFORMED BY LICENSED SURVEYOR DURING CONSTRUCTION. VERIFICATION TO BE PROVIDED FLOOR BY FLOOR THROUGHOUT CONSTRUCTION. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS. LLI U z LLIQ CV — LLJ 00 w Q 0 Q r" 0 W co z O �w N O 9716 REGISTERED ;/Z�ARCHITECT HEIDI MICHELLE HELGESON I STATE OF WASHINGTON rm - tN mill H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 01 /29/2021 REVISED: 4/9/2021 REVISED: 5/3/2021 PERMIT SET EXTERIOR ELEVATIONS RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DFPARTMFNT BLD2021-0175 A200 36" HiGH GUARDRAIL ASSEMBLY TYP. - 0 NEW DECK NEW POST & BEAM PER STRUCTURAL WRAP PER DETAIL - EXISTING GRADE 30 YK ARCHITECTURAL ASPHALT COMPOSITE ROOFING TO MATCH EXISTING; CONTiNOUS RiDGE VENT, TYP - 30 YR ARCHITECTURAL EXISTING CHIMNEY EXISTING ROOF ASPHALT COMPOSITE TO REMAIN TO REMAIN ROOFING TO MATCH EXISTING; CONTiNOUS RiDGE VENT TYP NEW TEMPERED 12 41/2 12 NEW NEW (VER 41/2 F / o w cz Lu EW EMPEi Lu HEIGHT LiMiT = 403'-7" 12 (EL = 405'-0" +l-) 3 (T.O. RIDGE) NEW ADU MAiN FLOOR PLATE = 23'10 3/8"+/- EXISTING .---------------------- 993 B/-) - . - . - - _ _ _ _ _ _ _ SKYLi6HT- (T.O. TOP PLATE) TO REMAIN _ EX RIDGE = 22'1 51,541- N - - -NEW 30 YR ARCHITECTURAL (EL= 397'7"+/-) ` (T.O. EX RIDGE) r \ \ASPHALT COMPOSITE ROOFING TO MATCH XiSTiNG EX EX D.S. D.S. ��FHd w EXISTING EX MAiN FLOOR PLATE =16'6 5/6"+/- (EL= 392'+/-) _ _ _ _ _ _ - (T.O. EX TOP PLATE) D.S. ADU FLOOR=15'91/4"+/- SiDiNG TO MATCH EXISTING, (EL= 391'21/4"+/-) VERIFY SELECTION W/ OWNER (T.O. SUBFLOOR) 1 11111 1 1111 11 E======]\ I i iL�- / ill fl IIIII - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �EXiSTiNG MAIN FLOOR = 8'7 5/8"+/- EXiSTiNG GRADE EXISTING GRADE (T.O. EX 5UBFLOOR) EXISTING RETATNiNG-VVALZ - - - - EX WOOD STEP - - - - - - - - - - - - - - -- - - - - -- - - - - -- - - - - - - - - - - -- - - - -- - - GARAGE FLOOR=6'85/8"+l- TO REMAIN iNFiLL EX WINDOW AND DOOR NEW CONCRETE EXISTING DECK SiDiNG TO MATCH EXISTING STEPS (EL= 382" 5/(5"+/-) TO REMAIN (T.O. SLAB) ----- - - - - - - - - - - -- - - - - - ---- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------AV�AGE-GRAD�-378- - - -- EXISTING STAIR SOUTH ELEVATION 5CALE:1/4" = 1'-0" 30 YK ARCHITECTURAL ASPHALT COMPOSITE ROOFING TO MATCH EXISTING; CONTiNOUS RiDGE VENT, TYP HEIGHT LiMiT = 403'-7" ---------------------------------------------------------------------------------------------- NEW -A UURT r TG-EEL=27-65%8"+/- -- EXiSTiNG CHIMNEY 30 YR ARCHITECTURAL EXiSTiNG ROOF - - - - - - - - - - - - - -12 - - - - - - - - - - - - - - - - - - - - - (EL = 403'-0" +/-) TO REMAIN ASPHALT COMPOSITE TO REMAIN 3 (T.O. RIDGE) ROOFING TO MATCH EXISTING; CONTiNOUS RIDGE VENT, TYP NEW ADU MAiN FLOOR PLATE = 2310 3/ - - - - - - - - - �(EL=399'33/8"+/-) (T.O. TOP PLATE) EX RIDGE = 2215/5"+/- NEW SKYLIGHT 41/2 - NEW SKYLIGHT NEW NEW (T.O. EX RIDGE) BEYOND (VER BEYOND F- NEW SiDiNG TO MATCH EXISTING Q EXiST. GRADE 36" FiiGH GUARDRAIL ASSEMBLY TYP. NEW BEAM _ - - 7ER 5MCTDi�AC WRAP PER DETAIL 12 41/2 NEW NEW (VER EX i�XiST D'S EXIST EXiS G� NEW NEW TEIv112EREP TEMPERED / EXi NG EXISTING r--> - - - - - - — NEW POSTS PER STRUCTURAL WRAP PER DETAIL WEST ELEVATION SCALE:1/4" = 1'-0" EXISTING WOOD STEP o NEW \Lu Lu TE RED Lu Lu , w 12 141/2 EX MAiN FLOOR PLATE =16'6 5/8"+/- (VER) (EL= 392'+/-) (T.O. EX TOP PLATE) NEW ADU FLOOR=15'91/4"+/- (EL= 391'21/4"+/-) (T.O. SUBFLOOR) EXISTING SiDiNG TO REMAIN NEW CONCRETE STEPS _ EXISTING MAiN FLOOR = 8'7 5/8"+/- EXiSTiNG GRADE (EL= 384'1"+/-) (T.O. EX SUBFLOOR) - - - - - - 7EX iSTiNG DECK iNFiLL DOOR GARAGE FLOOR = 6'8 5/8"+/- TO REMAIN SiDiNG TO MATCH (EL= 382'1 5/8"+/-) EXISTING (T.O. SLAB) -- - - -- NEW DECK-- -----------------------------AVERAGE-GRADF-=15M-7° --- / STAIRiNG JI4EXiSTiNG LOWER FLOOR = GO" (EL= 375'5"+/-) (T.O. EX SLAB) EXISTING LOWER FLOOR = 0'0" (EL= 375'5"+/-) (T.O. EX SLAB) HEIGHT NOTES: CONTRACTOR TO BE RESPONSIBLE TO COORDINATE VERIFICATION OF ALL EXISTING AND PROPOSED ELEVATIONS. VERIFICATION TO BE PERFORMED BY LICENSED SURVEYOR DURING CONSTRUCTION. VERIFICATION TO BE PROVIDED FLOOR BY FLOOR THROUGHOUT CONSTRUCTION. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS. LL1 U z LL1Q N — LLJ 00 LuQ Q 0 r" 0 W co z O �w N O 9716 REGISTERED ;ARCHITECT /Z� /I/?. /'6�_ HEIDI MICHELLE HELGESON I STATE OF WASHINGTON rm too- %- Rol H 2 D ARCH 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: 01 /29/2021 REVISED: 4/9/2021 REVISED: 5/3/2021 PERMIT SET EXTERIOR ELEVATIONS RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DFPARTMFNT BLD2021-0175 A2.1 BUILDING SECTION SCALE:1/4" = 1'-0" 12 3� -ATn = c= �z EX WALK WALK - _ u, 1'-211 z o �L �Q I BUILDING SECTION SCALE:1/4" = 1'-0" 1 A3.1 RC A A A VCV GT171 Ir`TI IV A I BUILDING SECTION LJ i SCALE:1/4" = 1'-0" ADU- PORCH 0 POST BEYOND PER STRUCTURAL WRAP PER DETAIL EX GRADE BUILDING SECTION LJ % SCALE:1/4" = 1'-O" ADU - ATTIC ADU - KITCHEN cp d) LD 12 GARAGE o EX GRADE PYTC;T PPAMTN(> n1z VAULTED CEILING PER BUILDING SECTION 5CALE:1/4" = 1'-0'' ORAL ETAIL TE W U Z W co N Q — W CD co U) W Q o Q � r" r.) W co z O �w IN Cn O y 9716 REGISTERED ;/Z� ARCHITECT HEIDI MICHELLE HELGESON I STATE OF WASHINGTON Fri t00% Rol H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 01 /29/2021 REVISED: 4/9/2021 REVISED: 5/3/2021 PERMIT SET BUILDING SECTIONS RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DFPARTMFNT BLD2021-0175 A3.0 BUILDING SECTION SCALE:1/4" = 1'-0" CONTiNUOUS RIDGE VENT TYP BEAM PER STRUCTURAL WRAP PER DETAIL NEW SKYLIGHT PER DETAIL 12 1 41/2 (VER) VAULTED CEILING PER STRUCTURAL KITCHEN WALL SECTION 3 A4.0 P i i i i i i / / / / , / TYP VAULTED ROOF ASSEMBLY I � I (VER TO MATCH EXIST.) EX DECK 0 EX GRADE T -30 YEAR ARCHITECTURAL ASPHALT COMP051TE ROOF -HENRY 13LUESKiN RF200 (OR BETTER) DRAINAGE PLANE INSTALL SHINGLE FASHION -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -BAFFLE FOR 2" AiR SPACE -MiN R-38 GATT INSULATION AT VAULTED ROOF (INSTALL RiGiD INSULATION AS NECESSARY) -5/8" GWB -PVA PRIMER 2" CONTINUOUS FLUSH VENT W/ NON -CORROSIVE WiRE INSECT SCREEN, TYP METAL DRiP EDGE TYP K STYLE METAL GUTTER AND DOWNSPOUT TO MATCH EXIST 5/4X WD FASCIA, MATCH EXISTING PROFILE, TYP 1/2" T&G SOFFIT TO MATCH EXISTING TYP EXISTING EXTERIOR WALL ASSEMBLY -EXISTING SiDiNG OR PATCH TO MATCH EXiSTiNG C@ AREA OF ALTERATION -EXISTING BUILDING PAPER OR HENRY BLUESKiN VP100 9 AREA OF ALTERATION -EXISTING SHEATHING OR PLYWOOD SHEATHING PER STRUCTURAL 9 AREAS OF ALTERATION -EXISTING FRAMING OR NEW FRAMING PER STRUCTURAL 9 AREAS OF ALTERATION -FILL EXPOSED 2X4 STUD BAYS W/ R-15 H.D. GATT INSULATION, NEW 2X4 WALLS W/ R-21 RiGiD INSULATION OR R-21 GATT INSULATION iN EXPOSED 2X6 STUD BAYS -1/2" GWB -PVA PRIMER R-21 GATT INSULATION Cad EX RiM, TYP TYP EXISTING DECK ASSEMBLY EXISTING DECKING EXISTING FRAMING OR PER STRUCTURAL TYP EXISTING LOWER FLOOR WALLS TO REMAIN; REFER TO STRUCTURAL TYP EXISTING MAIN FLOOR ASSEMBLY FiNiSH FLOOR PER PLAN EXISTING SHEATHING EXiSTiNG FRAMING R-38 INSULATION OVER UNCONDITIONED SPACES EXiSTiNG FiNiSH CEILING FLE FOR MiN 2" AiR 5PACE VAULTED ROOF A55EM13LY -1/2" DIAMETER HOLES PER BAY W/ -CORROSIVE WiRE INSECT SCREEN UNTiNUOUS FLUSH VENT W/ NON- ROSiVE WiRE INSECT SCREEN, TYP AL DRiP EDGE, TYP TYLE METAL GUTTER UWNSPOUT,TYP (8 WD FASCIA; PAINTED T&G SOFFIT EXTERIOR WALL A55EM13LY TYP EAVE ASSEMBLY SCALE:1"=1'-O" FASTEN SKYLIGHT TO CURB WiTH FiNiSH SCREWS I I UNDERLAYMENT NOTE 1 & 3 CURD SADDLE FLASHING 231811CURB-MOUNTED SHEATHING R PE 4 FIXED SKYLIGHT FAR QS CURB _ Off, SiLL FLASHING PER MANUF.'S REQ'S I I � I UNDERLAYMENT NOTE 1 & 3 30 YEAR ASPHALT COMP. ROOFING MATERIAL I � I HEAD FLASHING PLACED BETWEEN UNDERLAYMENT HEADER PER STRUCT. I I I I 1. UNDERLAYMENT TO BE FOLDED UP AGAINST ALL SIDES OF CURDS. 5/8" GWB TYP. I 2. VAPOR BARRIER SHOULD BE USED TO AVOID MOISTURE. 3. WRAP CURB iN UNDERLAYMENT. TYP. ROOF A55EM13LY I I I TYP SKYLIGHT DETAIL I 1 1/2" =1'-0" L - W U Z W `D CV Q — W 00 C/) W Q o Q � r" q W co z O �w N Cn O v 9716 REGISTERED ;/Z� ARCHITECT HEIDI MICHELLE HELGESON I STATE OF WASHINGTON H 2 D A R C H IT E C T U R E D E S+ I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 01 /29/2021 REVISED: 4/9/2021 REVISED: 5/3/2021 PERMIT SET BUILDING & WALL SECTIONS RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DFPARTMFNT SCALE: 1/2" = 1'-0" I Q I byzil PA 151111 ml All ------------- 10 WD HANDRAIL; STAINED OR PER MFR 1/2"X2" VERTICAL STEEL STANCHION OR PER MFR/STRUCTURAL S.S. CABLE RAILING, MAX 3" SPACiNG OR PER MANUFACTURER, TYP REFER TO STRUCTURAL OR MFR. FOR ALL CONNECTIONS AND STRUCTURAL COMPONENTS TYP DECK ASSEMBLY METAL DRiP EDGE 5/4x_ WI) FASCIA PAINTED BEAM PER STRUCTURAL, WRAP PER DETAIL 4 ' *"VERIFY RAILING STYLE WiTH OWNER / \ PRIOR TO STARTING CONSTRUCTION i TYP EXTERIOR RAILING DETAIL / SCALE: V=1'-O" I I I i I I I I I I ll 1 1 WALL SECTION SCALE: 1/2" = 1' O" TYP VAULTED ROOF ASSEMBLY METAL DRiP EDGE TYP 5/4X_ WD FASCIA, MATCH EXISTING PROFILE, TYP OUTRIGGER PER STRUCTURAL 1/2" T&G SOFFIT TO MATCH EXISTING TYP EXTERIOR WALL ASSEMBLY -SiDiNG PER ELEVATIONS OR PER OWNER -HENRY BLUESKiN VP100 -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -R-21 GATT INSULATION -1/2" GWB -PVA PRIMER -WD TRiM W/ MTL FLASHING OVER -36" HiGH GUARDRAIL, STYLE TO BE SELECTED BY OWNER R-21 GATT INSULATION Cad EX RiM, TYP TYP DECK ASSEMBLY -DECKING TO MATCH EXISTING -FRAMING PER STRUCTURAL BEAM PER STRUCTURAL, WRAP PER DETAIL POST PER STRUCTURAL, WRAP PER DETAIL 2" CONTINUOUS FLUSH VENT W/ NOW CORROSIVE WiRE INSECT SCREEN, TYP TYP MAIN FLOOR ASSEMBLY Cad ADD. FINISH FLOOR PER PLAN PLYWOOD SHEATHING PER STRUCTURAL FRAMING PER STRUCTURAL R-38 GATT INSULATION 1/2" T&G SOFFIT EXISTING CONCRETE PATiO OR PER STRUCTURAL EXISTING GRADE K STYLE METAL GUTTER & DOWNSPOUT, TYP METAL EDGE FLASHING, TYP 1/2" T&G SOFFIT TO MATCH EXISTING TYP TYP EXTERIOR RAILING, REFER TO OWNER FOR STYLE AND SELECTiON P.T. POST PER STRUCTURAL — MITERED CORNERS,TYEAR�, WRAP W/ 1x GLUE & NAiL; — — TYP TYP POST WRAP DETAIL 1"=1'-0" WALL SECTION SCALE: 1/2'' = 1' O" EXISTING GRADE 5/4X WD FASCIA TO MATCH EXISTING, TYP 2" CONTINUOUS FLUSH VENT W/ NON -CORROSIVE WiRE INSECT SCREEN, TYP (2)1" DIAMETER HOLES PER BAY W/ NOW CORROSIVE WiPE INSECT SCREEN TYP ATTIC ROOF ASSEMBLY -30 YEAR ARCHITECTURAL ASPHALT COMPOSITE ROOF -HENRY BLUESKiN RF200 (OR BETTER) DRAINAGE PLANE INSTALL SHINGLE FASHION -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -BAFFLE FOR MiN 2" AiR SPACE -MiN R-49 BLOWN-iN OR GATT INSULATION AT ATTiC -5/8" GWB -PVA PRIMER TYP NEW EXTERIOR WALL ASSEMBLY -SiDiNG PER ELEVATIONS -HENRY 13LUESKiN VP100 (OR BETTER) BUILDING WRAP -CDX PLYWOOD PER STRUCTURAL -2X6 FRAMING PER STRUCTURAL -R-21 GATT INSULATION -1/2" GWB -PVA PRIMER TYP DECK ASSEMBLY -DECKING -FRAMING PER STRUCTURAL METAL DOOR PAN AND FLASHING TYP TYP NEW ADU FLOOR ASSEMBLY -FiNiSH FLOOR PER PLAN -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -R-38 GATT INSULATION -5/8" TYPE'X' GWB -PVA PRIMER R-21 GATT INSULATION 0 RiM POST BEYOND PER STRUCTURAL, WRAP PER DETAIL TYP NEW EXTERIOR GARAGE WALL ASSEMBLY -SiDiNG PER ELEVATIONS -HENRY BLUESKiN VP100 (OR BETTER) BUILDING WRAP -CDX PLYWOOD PER STRUCTURAL -2X6 FRAMING PER STRUCTURAL -5/8" TYPE'X' GWB -PVA PRIMER _14183' [r]:L10 =F_F*9 :I J, I -Mj FiNiSH FLOOR - REINFORCED CONCRETE SLAB ON GRADE PER STRUCTURAL -6MiL POLYETHYLENE VAPOR DIFFUSION RETARDER -6" GRAVEL (NO MORE THAN 5% FINES) -UNEXCAVATED SUBGRADE SURROUND 4" PERFORATED PVC PiPE DRAIN BY 6" MiN V MINUS 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 BTM OF SLAB FLOOR OR LEVEL OF CRAWLSPACE. DISCHARGE PiPE FOR SUBSURFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. FOUNDATION AND FOOTING PER STRUCTURAL INSTALL NEW 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK. TiE TO EXISTING STORM DRAIN WALL SECTION SCALE: 1/2" = 1'-0" TYP ATTiC ROOF ASSEMBLY (2)1" DIAMETER HOLES PER BAY W/ NOW CORROSIVE WiRE INSECT SCREEN 5/4X WD FASCIA TO MATCH EXISTING, TYP K STYLE GUTTER AND DOWNSPOUT TO MATCH EXISTING TYP 2" CONTINUOUS FLUSH VENT W/ NON -CORROSIVE WiRE INSECT SCREEN, TYP TYP NEW EXTERIOR WALL ASSEMBLY MTL SiDEWALL FLASHING, RUN UP WALL MiN 8" TYP @ ALL WALL TO ROOF INTERSECTIONS TYP ATTiC ROOF ASSEMBLY, NO INSULATION REQUIRED AT BREEZEWAY WHERE NO CONDITIONED SPACE OCCURS TYP EXISTING ATTIC ROOF ASSEMBLY -EXISTING ROOFING OR 30 YEAR ARCHITECTURAL ASPHALT COMPOSITE ROOF -EXISTING ROOFING PAPER OR HENRY 13LUESKiN RF200 (OR BETTER) DRAINAGE PLANE INSTALL SHINGLE FASHION -EXISTING SHEATHING OR CDX PLYWOOD SHEATHING PER STRUCTURAL -EXISTING FRAMING OR FRAMING PER STRUCTURAL -EXISTING BAFFLE OR BAFFLE FOR MiN 2" AiR SPACE -MiN R-49 BLOWN-iN OR GATT INSULATION AT ATTiC -5/8" GWB -PVA PRIMER 1/2" T&G SOFFIT 9 BREEZEWAY iNFiLL EXISTING WALL; FiLL EXPOSED 2X4 CAVITIES W/ R-15 H.D. GATT INSULATION TYP TYP EXTERIOR GARAGE WALL A55EMBLY TYP FLR ASSMBLY@ GARAGE CONVERSION -FiNiSH FLOOR PER PLAN -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -R-38 INSULATION -AiR SPACE -EXISTING CONCRETE 5LAB ON GRADE Ca) EXISTING GARAGE TYP NEW SLAB ON GRADE ASSEMBLY NEW SLAB ON GRADE WALKWAY PER STRUCTURAL EXISTING FOUNDATION AND FOOTING OR PER STRUCTURAL EXISTING FOUNDATION DRAIN, VERIFY FOUNDATION AND FOOTING PER STRUCTURAL INSTALL NEW 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK. TiE TO EXISTING STORM DRAIN SURROUND 4" PERFORATED PVC PiPE DRAIN BY 6" MiN 1" MINUS 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 BTM OF SLAB FLOOR OR LEVEL OF CRAWLSPACE. DISCHARGE PiPE FOR SUBSURFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. LIJ U z LIJQ CV — W 00 Hwy LL Q 0 Q >U) � r W [)� (o z O �w N v) O 9716 REGISTERED /� ARCHITECT `e HEIDI MICHELLE HELGESON I STATE OF WASHINGTON H 2 D A R C H I T E C T U R E + D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darc h i tects.c om DATE: 01 /29/2021 REVISED: 4/9/2021 REVISED: 5/3/2021 PERMIT SET WALL SECTIONS RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DFPARTMFNT BLD2021-0175 A4.0 iNTER10R EXTERIOR iNTER10R EXTERIOR FOLD UP HENRY BLUESKiN R-10TYP FOAM CP EXTERIOR WEATHER RESISTIVE BARRIER R-10 FOAM 9 HEADER TYP TYP EXTERIOR HEADER HEADER TYP WALL ASSEMBLY AND TEMPORARILY SECURE WEATHER RESISTIVE WALL ASSEMBLY BARRIER HEADER PER STRUCTURAL 1/2" GWB SELF-ADHESIVE WATERPROOF OR EXIST SELF-ADHESIVE WATERPROOF WD TRIM MEMBRANE INSTALL PER DETAIL MEMBRANE INSTALL PER 7/A4.1 PER TYP 8/A4.1 EXTERIOR SHEATHING DETAIL DETAIL 1/2" GWB MTL FLASHING OVER WD TRiM EXTERIOR SHEATHING MTL FLASHING OVER WD TRiM 4 FOLD UP BLUESKiN WEATHER- WD TRIM PER N� HEADER PER TAPE WEATHER RESISTIVE SiLL PLATE RESISTIVE BARRIER & TYP DETAIL STRUCTURAL PREPRiMED CEDAR TRIM BARRIER TEMPORARILY SECURE 13/A4.1 PER TYP DETAIL 14/A4.1 HENRY 13LUESKiN WP25 WD TRiM PER TYP DETAIL DOOR JAMB PRE -HUNG DOOR PER SCHEDULE WINDOW LINER 12/A4.1 WINDOW PER WINDOW WEATHER - SCHEDULE STRIPPING TYP TYP WINDOW HEAD TYP EXTERIOR DOOR HEAD TYP EXTERIOR WALL 0 s WEATHER -RESISTIVE HENRY BLUESKiN BARRIER WP25 4" OR 6"; NO CUTS NECESSARY 9 CORNER SiLL PLATE DO NOT FLASH OVER BOTTOM 0 ASSEMBLY TYP EXTERIOR WALL ASSEMBLY NAiLiNG FLANGE \ HENRY BLUESKiN WP25 WD TRiM PER TYP SELF-ADHESIVE WATERPROOF Cad CORNER DETAIL 12/A4.1 MEMBRANE INSTALL PER DETAIL 8/A4.1 WINDOW FLASHING WD TRiM PER TYP DETAIL 14/A4.1 1. CUT THE BLUESKiN FLUSH WiTH THE ROUGH 15. REPEAT STEPS 11-14 TO SEAL ALL EDGES OF THE ® 0 OPENING RO: SiLL, JAMBS, AND HEAD HENRY 13LUESKiN WEATHERSTRiPPiNG TYP 2. CUT THE BLUESKiN AT 45 DEGREE ANGLE TO A 16. INSTALL THE WINDOW ACCORDING TO THE HENRY POINT 9 UP AND 9" OUT FROM THE UPPER CORNERS MANUFACTURER'S SPECIFICATIONS. UNLESS 13LUE5KiN WP25 SELF-ADHESIVE WATERPROOF OF THE ROUGH OPENING SPECIFIED, SEALANT 15 NOT REQUIRED BEHIND THE MEMBRANE INSTALL PER 7/4.1 PRE -HUNG DOOR 3. FOLD UP BLUESKiN FLAP AT HEAD AND NAiL FLANGE ® Q PER SCHEDULE TEMPORARILY SECURE WiTH TAPE WD TRiM PER TYP DETAIL DOOR JAMB 17. USE BLUESKiN WP25 4" OR WIDER TO COUNTER- SEAL TOP OF JOISTS 13/A4.1 4. CUT 13LUESKiN WP25 (4") TO FiT THE DEPTH OF FLASH THE FLANGE iN WEATHER -LAP FASiON UNDER DECKING WD TRIM PER TYP DETAIL 15/A4.1 THE SiLL ADDING 3" OVERHANG TO THE EXTERIOR 18. BOTTOM FLANGE REMAINS UNTAPED JAMB 1/2" GWB 1/2" GWB 5. FOLD BLUESKiN WP25 ALONG THE SPLIT BACKING FLASHING EXTENDS 2" PAST LOWER EDGE OF FLANGE TYP WINDOW JAMB TYP EXTERIOR DOOR JAMB PAPER 19. HEAD FLASHING EXTENDS 1" PAST THE OUTER 6. SLIDE INTO CORNER EDGES OF THE JAMB FLASHING 5 7. PEEL OFF ONE BACKING STRIP AFTER ANOTHER 1" =1'-0" 1" =1'-O" AND PRESS ON FIRMLY 20. DRAPE THE 13LUESKiN FLAP OVER THE HEAD EXTERIOR DOOR W/ 8. STARTING AT THE CORNER, SPREAD THE LOOSE FLASHING SILL PER TYP DETAIL DOOR PAN INTEGRAL THRESHOLD END OF THE BLUESKiN WP25 GRADUALLY ONTO THE 21. SEAL THE 45 DEGREE CUTS WiTH BLUESKiN BACKER ROD WALL FACE '� °L (2) BEADS OF BUTYL CAULK 9. USE BOTH THUMB5 FOR A UNIFORM APPLICATION FiNiSH FLOOR o ALONG SILL, 1" INSIDE FRONT AND AND PRESS ON FIRMLY REAR EDGES, EXTEND CAULK 3" 10. REPEAT STEPS 8 AND 9 TO SEAL ALL CORNERS TYP FLOOR � TiE-iN WiTH WEATHER RESISTIVE BARRIER INSTRUCTIONS 2x_ WD SiLL W/ SLOPE & DRiP ASSEMBLY w UP SIDES OF ROUGH OPENING 1. INTEGRATE INSTALLATION OF HENRY BLUESKiN WEATHER -RESISTIVE SELF ADHESIVE FLEXIBLE FLASHING, 11. CUT BLUESKiN WP25 6" OR WIDER TO LENGTH BARRIER WiTH HENRY BLUESKiN WP25 TO FORM WATER SHEDDING LAPS EXTEND BELOW SLAB, MINIMIZE (INSIDE TO INSIDE OF THE RO) 2. SCORE AND FOLD WEATHER -RESISTIVE BARRIER ABOVE HEADER TO SELF-ADHESIVE WATERPROOF 5L 12. FOLD 13LUESKiN WP25 ALONG THE SPLIT MEMBRANE, INSTALL PER 7/A4.1 PENETRATIONS FOR REBAR ALLOW FOR HENTRY BLUESKiN WP25 INSTALLATION NOTES: BACKING PAPER 3. INSTALL HENRY BLUESKiN WP25 HEAD FLASHING UNDER WEATHER- 1. ViSiT RESiDENTiAL.HENRY.COM FOR THE MOST CURRENT TYP EXTERIOR ° ° e CAULK RO 13. RELEASE FIRST BACKING PAPER AND SEAL TO RESISTIVE BARRIER DETAILS, iNSTALLATiON ViDE05 AND PRODUCT DATA SHEETS WALL ASSEMBLY SUB SiLL OR SHi14PEEL OFF SECOND BACKING PAPER AND SEAL a 4. FOLD WEATHER-RES15TiVE BARRIER BACK OVER HEAD FLASHING AND 2. INSTALL HENRY BLUE5KiN WP25 iN ORDER AS SHOWN BY M °` 2X CEDAR TRIM . SEAL WiTH HENRY BLUESKiN TAPE NUMBERS INTERIOR EXTERIOR TO BE PRESSURE ° CONCRETE SLAB OR 51M ONTO THE WALL FACE/FACADE AND PRESS ON TREATED FIRMLY TYP WINDOW SILL TYP DOO�R THRESHOLD HENRY BLUESKIN WP25 FLASHING DTL 8 HENRY BLUESKIN WP25 FLASHING DTL @ EXTERIOR 3 7 N.T.S. N.T.S. TYPICAL WINDOW NOTE: 1. INSTALL BACKER ROD AND/OR FOAM INSULATION Cad ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP R-10 FOAM 9 HEADER TYP EXTERIOR WALL TYP ASSEMBLY WD TRiM TO HEADER PER SELF-ADHESIVE WD TRIM TO MATCH MATCH 1/2" GWB, TYP STRUCTURAL WATERPROOF WD TRiM TO MATCH EXISTING, TYP; CONFIEXISTRM TYP; MEMBRANE INSTALL WD TRIM 9 WINDOW, VERIFY EXiSTiNG, TYP; CONFIRM STYLE W/ CONFIRM TILE OVER PER 7/A4.1 STYLE W/ OWNER CONFIRM STYLE W/ OWNER STYLE W/ WD TRIM PER TYP WATERPROOFED MTL FLASHING OVER OWNER OWNER DETAIL 15/A4.1 DOOR PER SCHEDULE BACKER BRD. WD TRiM WINDOW PER WINDOW It LINE OF WRAP TiLE Ca) WD TRiM PER TYP SCHEDULE JAMB, TYP R LINE OF DOOR DOOR JAMB DOOR FRAME WINDOW HEAD DETAIL 12/A4.1 2x_ WOOD SiLL, WiTH WINDOW PER WINDOWLLL JAMB, TYP WD TRIM PER TYP WINDOW PER WINDOW SEALANT SLOPE AND DRiP, SET SCHEDULE DOOR PER DOOR 1/2" GW1B5/A4.1 SCHEDULE SCHEDULE DOOR PER DOOR DOOR PER SCHEDULE PROUD OF FACE OF SiPE SCHEDULE TRiM TYP 5/4x_ WOOD SiLL, U� PAINTED TYP WN DW HEAD SHOWER TYP E�XT�.WTRIM TYP I NT�.WTRIM TYP�EXT. �DO�OR�T�IM�TYPI NT. DOO�RT�R M TYP I NT�DO�OR�H EAD TYP I NT DOOR JAMB TYP EXTERIOR WALL ASSEMBLY WD TRiM PER TYP CL DOOR, WHERE OCCURS /\ VAULTED CEILING BLY 9 DETAIL 12/A4.1 � 1 DOOR, WHERE OCCURS 10 FiNiSH WOOD FLOORING FINISH WOOD FLOORING SELF-ADHESIVE TYP WALL ASSEMBLY SCHLUTER TRANSITION SCHLUTER 5CHiENE WATERPROOF MEMBRANE 1/2"x_ WOOD BASE, I TRANSITION STRIP, INSTALL PER 7/A4.1 PAINTED TO MATCH ALUMINUM EXISTING CARPET TiLE FLOORING BEAM PER SEALANT SUBFLOOR SUBFLOOR STRUCTURAL WRAP TiLE Ca) WINDOW JAMB FiNiSH FLOORING STRIP, ALUMINUM TiLE OVER WATERPROOFED iiiiiiiiiiiii 1x_ WD TRIM BACKER BOARD 1/2" REVEAL, TYP WNDW JAMB @ SHOWER Q TYP WD BASE DTL TYP WD TO CRPT TRANSITION 20 TYP WD TO TILE TRANSITION WRAPPED B�EA�M DTL *7P 0" FRAMED WALL TiLE OVER WATERPROOFED BACKER TYP ASSEMBLY: -TILE TILE TEMPERED GLASS TEMPERED CLEAR TiLE, THiNSET OVER FULLY BOARD -THIN SET SHOWER PANEL GLASS SHOWER WATERPROOFED BACKER WRAP TiLE Cad SiLL, SLOPE TO DRAIN -CEMENT BACK BR B BOARD PANEL SHWOARD SLOPE -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 SLOi' 2x_ WD SiLL W/ SLOPE & SUBSTRATE AND BED OF SEALANT GWB DRiP RECESSED SHELF SUBFLOOR N SHOWER P.T. BENCH FRAME SLOPE SiLL TO DRAT WATERPROOFING MUD SET 5ELF-ADHE5IVE WATERPROOF SiLL MATERIAL PER TYP FLOOR'S TiLE OVER MUD SET OVER CEMENT SHOWER MEMBRANE INSTALL PER 7/A4.1 FiNiSH SCHEDULE 1% ASSEMBLY PAPN, 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 WND W SILL @ SHOWER TYP RECESSE�DS#H ELF DTL TYP U-CHANNEL DTL CURB( 2) TYP U-CHANNEL WALL TYP BENCH DTL -SECTION INSTALLED z WINDOW z �hz �lz w w J J m m ui U z W co N W co Hwy LL Q 0 Q >U) � W co z O �w N O 9716 REGISTERED ;lz� ARCHITECT HEIDI MICHELLE HELGESON I STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 01 /29/2021 REVISED: 4/9/2021 REVISED: 5/3/2021 PERMIT SET TYP. DETAILS RESUB May 03 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DFPARTMFNT IAIbyzilPAffolIml A4.1 STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE REINFORCING STEEL NAILS BOLTS AND METAL CONNECTORS FOR WOOD 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 EXTERIOR WALLS 10 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF FLOOR LOAD 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) 1.300 ONE SECOND SPECTRAL RESPONSE ACCEL (SI) 0.510 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 0.867 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.510 RISK CATEGORY II SEISMIC IMPORTANCE FACTOR (IF) 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) 1.33 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-10 SECTION 12.7.2 WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 110 MPH EXPOSURE B KZT 1.0 SEE PLANS FOR ADDITIONAL DESIGN LOADS. SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE NOT REQUIRED. SHOP DRAWINGS SHOP DRAWINGS ARE NOT REQUIRED. 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. PREMANUFACTURED WOOD TRUSSES FOUNDATIONS: SPREAD FOOTINGS SOILS REPORT: REPORT NO: PREPARED BY: DATED: ALLOWABLE SOIL PRESSURE: 2000 PSF (ASSUMED; TO BE FIELD VERIFIED DURING CONSTRUCTION) LATERAL EARTH PRESSURE: UNRESTRAINED: RESTRAINED: PASSIVE: COEFFICIENT OF FRICTION 35 PCF + ANY APPLICABLE SURCHARGE 50 PCF + ANY APPLICABLE SURCHARGE 300 PCF 0.35 FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12" OF COMPACTED STRUCTURAL FILL AS REQUIRED AND AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE. 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. EXCAVATIONS AND DRAINAGE INSTALLATION SHALL BE OBSERVED BY A SOILS ENGINEER RETAINED BY THE OWNER. IF EXCAVATION SHOWS SOIL CONDITIONS TO BE OTHER THAN THOSE ASSUMED ABOVE NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. CONCRETE ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH CHAPTER 26 OF ACI 318 AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (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 WALLS 4000 PSI 0.45 5 1/2 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 26 OF ACI 318. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI 318 TABLE 19.3.3.1 FOR MODERATE EXPOSURE CLASS F1. *PROVIDE Pc SPECIFIED IN TABLE FOR DURABILITY REQUIREMENTS. 2500 PSI CONCRETE MEETS STRENGTH REQUIREMENTS, THEREFORE SPECIAL INSPECTION IS NOT REQUIRED. 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 T-0" BEYOND EDGE OF OPENING. IF T-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. 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 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 2.0E 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. PRE -MANUFACTURED WOOD TRUSSES WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT 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 PRIOR TO FABRICATION. CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT. TRUSS DESIGN AND SHOP DRAWINGS SHALL BE IN CONFORMANCE WITH IBC 2303.4 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. FOR TOP CHORD DESIGN LIVE LOADS, REFER TO THE DESIGN LOAD SECTION. IN ADDITION TO ROOF LOADING LISTED IN THE DESIGN LOAD SECTION, ROOF TRUSSES SHALL BE DESIGNED FOR A BOTTOM CHORD LIVE LOAD OF 10 PSF. TOP AND BOTTOM CHORD LIVE LOAD DO NOT NEED TO BE DESIGNED FOR SIMULTANEOUSLY. IN ADDITION TO THEIR SELF WEIGHT, ROOF TRUSSES SHALL BE DESIGNED FOR A TOP CHORD DEAD LOAD OF 5 PSF AND A BOTTOM CHORD DEAD LOAD OF 10 PSF ACTING SIMULTANEOUSLY. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOADS AND OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. DEFLECTIONS SHALL NOT EXCEED L/360 FOR LIVE LOADS, OR L/240 FOR TOTAL LOADS. 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. LEGEND DEFINITION SYMBOL DEFINITION SYMBOL DIRECTION OF FRAMING NATIVE SOIL GRANULAR FILL STRUCTURAL STEEL RATED SHEATHING SHEAR WALL (SEE SCHEDULE) COLUMN MARK (SEE SCHEDULE) I I mi I I I MI IEI I I - - - - - EXTENT OF FRAMING COLUMNS COLUMN BEARING ON BEAM BEAM CONTINUOUS OVER SUPPORT CONCRETE WALL P r'0 SWX ell BEARING STUD WALL NON -BEARING STUD WALL BEARING STUD SHEAR WALL NON -BEARING STUD SHEAR WALL FOOTING MARK (SEE SCHEDULE) O O HOLDOWN MARK (SEE SCHEDULE) HANGER MARK (SEE SCHEDULE) FLAG NOTE (SEE PLAN NOTES) CMU WALL STEEL MOMENT FRAME CONN. �V ABBREVIATIONS (A) ABOVE ANCHOR BOLT GLIB GLUE -LAMINATED BEAM AB HORIZ HORIZONTAL KING POST KIPS PER SQUARE INCH ANGLE MECHANICAL ALT ALTERNATE ARCHITECT BELOW KIP ARCH (B) KSI L BD BAR DIAMETER MECH BLKG BLOCKING MF MOMENT FRAME BM BEAM MTL METAL BOT BOTTOM INS NEAR SIDE BRNG BEARING OC ON CENTER BTWN CJP BETWEEN COMPLETE JOINT PENETRATION OPP OPPOSITE PL PLATE CLR CLEAR PLCS PLACES CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH COL COLUMN PSF POUNDS PER SQUARE FOOT CONC CONN CONT COORD CONCRETE CONNECTION CONTINUOUS COORDINATE DOUBLE P/T PT REINF REQ'D POST TENSIONED PRESSURE TREATED REINFORCING REQUIRED SCHEDULE DBL SCHED DIET DETAIL SIM SIMILAR DIA DIAMETER SOG SLAB ON GRADE STANDARD DIM DIMENSION STD DIR EA DIRECTION EACH STIFF STIFFENER STL STEEL ELEV ELEVATION EACH SIDE SYMM SYMMETRICAL ES SW SHEARWALL EX EXISTING TOC TOP OF CONCRETE EXP EXPANSION TOS TOP OF STEEL FLR FLOOR FOUNDATION FOOTING FAR SIDE TOW TOP OF WALL FDN TYP TYPICAL FTG LINO UNLESS NOTED OTHERWISE VERTICAL FS VERT GC GENERAL CONTRACTOR WF WIDE FLANGE O G ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 01129121 J Q H H Z O m F D CL N - ~ U � (n � W Lu 0 a Ld Q N O 01, DESIGN: LAT DRAWN: ATD CHECK: DMT JOB NO: 20458.10 DATE: 01 /29/21 La U � N Z p W W 00 Laa a 0 cy- po V) W in Z N O O I--.. m Y Ld SHEET: RESUB Jy 021 Y OF E ONDS FVO..EN ERVICES =AR = NT BLD2021-0175 w F2 F2 r---� r---� FOUNDATION PLAN SCALE: 1/4" = V-0" 2'-0" FOUNDATION PLAN NOTES: 1. REFER TO "CONCRETE GENERAL NOTES" ON SHEET S1.1 FOR CONTROL JOINT PLACEMENT AND DETAIL 2/S4.1 FOR CONTROL JOINT CONSTRUCTION. 2. WHERE SLAB ON GRADE IS INDICATED, SLAB SHALL BE 4" THICK W/ 6x6-W1.4 x W1.4 WELDED WIRE FABRIC REINF. SLAB SHALL BE POURED OVER A 10 MIL VAPOR BARRIER OVER 6" OF 5/8" CRUSHED ROCK. 3. REFER TO SHEET S4.1 FOR TYPICAL FOUNDATION DETAILS. 4. F© INDICATES FOOTING TYPE, REFER TO FOOTING SCHEDULE ON SHEET S3.1 FOR SIZE & REINFORCEMENT. 5. OX INDICATES HOLDOWN. HOLDOWNS TO BE CONCENTRIC THREADED ROD STYLE MANUFACTURED BY THE EARTHBOUND COMPANY. HOLDOWN RUNS ARE IDENTIFIED ON THE PLANS AT THE UPPERMOST LEVEL AND FOUNDATION LEVEL UNLESS CARRIED BY ABEAM ABOVE. HOLDOWNS SHALL BE CONTINUOUS FROM TOP TO BOTTOM WITH SHRINKAGE COMPENSATING DEVICES PER MFR. REFER TO THE HOLDOWN SCHEDULE ON SHEET S3.1. 6. REFER TO FLOOR FRAMING PLANS AND SHEAR WALL SCHEDULE ON SHEET S3.1 FOR LOCATION OF SHEAR WALL ANCHOR BOLTS. ANCHORAGE AT NON -SHEAR WALLS SHALL BE PER STRUCTURAL NOTES. 7. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. REFER TO SHEET S1.1 FOR TYPICAL CONCRETE WALL REINFORCEMENT. 8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, AND CONCRETE ROUGH OPENINGS WITH ARCHITECTURAL DRAWINGS AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. 9. CONTRACTOR SHALL PROVIDE FOOTING AND SLAB SUBSTRATE PREPARATION, AND BACKFILL BEHIND RETAINING WALLS PER GEOTECHNICAL REPORT. 10. CONTRACTOR SHALL PROVIDE FOOTING AND SLAB SUBSTRATE PREPARATION, WATERPROOFING, AND BACKFILL & DRAINAGE BEHIND RETAINING WALLS PER GEOTECHNICAL REPORT. GEOTECHNICAL ENGINEER SHALL OBSERVE EXCAVATED SOIL CONDITIONS DURING CONSTRUCTION (AND GROUNDWATER CONDITIONS) AS REQUIRED, AND PROVIDE ADDITIONAL RECOMMENDATIONS IF NECESSARY BASED ON ACTUAL SITE CONDITIONS. ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 01129121 J Q z O m n N Ii U 5 (n re W Lu 0 a DESIGN: LAT DRAWN: ATD CHECK: DMT JOB NO: 20458.10 DATE: 01 /29/21 Ono Ld ILD J U O Z EL w w 00 aa z w o c a W�V �z N`°o ono DOS Y L d = L.L. �i SHEET: RESUB 0 21 OF EDM IDS OPMENT VICES �Tnn _ BLD2021-0175 2'-0" 4'-0" TYPICAL FLOOR FRAMING NOTES: N 0 N x a PT " MAIN FLOOR FRAMING PLAN SCALE: 1/4" = V-0" 2'-0" 1. REFER TO SHEET S3.1 FOR BEAM, COLUMN, SHEAR WALL AND HOLDOWN SCHEDULES. 2. 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 PLYWOOD LAYOUT AND NAILING REFER TO DETAIL 2/S5.1. 3. UNLESS NOTED OTHERWISE, HEADERS AT ALL EXTERIOR WALLS SHALL BE 4x8 HF#2 WHERE MAXIMUM SPAN = 5'-6". 4. UNLESS NOTED OTHERWISE, DOOR HEADERS AT INTERIOR BEARING WALLS SHALL BE 4x8 HF#2 WHERE MAXIMUM SPAN = 4'-6", AND 6x8 HF#2 WHERE MAXIMUM SPAN = 6-0". 5. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. 6. ALL DIAPHRAGMS UNBLOCKED UNO. 7. REFER TO SHEET S5.1 & S5.2 FOR TYPICAL FLOOR FRAMING DETAILS. 8. C+1 INDICATES COLUMN BELOW AND BEAM SHALL BE CONTINUED OVER COLUMN, TYP. ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 01129121 J Q z O m n N ry U 5 (n rv- W Lu C) d DESIGN: LAT DRAWN: ATD CHECK: DMT JOB NO: 20458.10 DATE: 01 /29/21 Z Q V Z L W Q U � p � Z Ld Lv 00 �n < Ld < 0 rl:� 0 :'�: 0 Y cy— M J W P, V LdL.L. Q co Z (/) Z N 0 D V 0 rn I� :2 0 0 Q Y Ld = � SHEET: RESUB y0 1 AffTY OF EDM A&IOnELOPME VICES .QA BLD2021-0175 2'-0" 4'-0" TYPICAL ROOF FRAMING PLAN NOTES: ROOF FRAMING PLAN SCALE: 1/4" = V-0" 2'-0" 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. TRUSS MFR SHALL DESIGN TRUSSES TO ACCOMMODATE BEAMS ABOVE DOUBLE TOP PLATE. 3. ROOF SHEATHING SHALL BE 5/8" 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/S5.1 FOR SHEATHING LAYOUT AND NAILING. 4. UNLESS NOTED OTHERWISE, HEADERS AT ALL EXTERIOR WALLS SHALL BE 4x8 HF#2 WHERE MAXIMUM SPAN = 5'-5". 5. UNLESS NOTED OTHERWISE, DOOR HEADERS AT INTERIOR BEARING WALLS SHALL BE 4x8 HF#2 WHERE MAXIMUM SPAN = 4'-6", AND 6x8 HF#2 WHERE MAXIMUM SPAN = 5-0". 6. STUD WALL FRAMING SHALL BE 2x HF STUDS @ 16" OC FOR ALL STUD WALLS SHOWN ON THE PLAN. 7. REFER TO SHEET S6.1 FOR TYPICAL ROOF FRAMING DETAILS. 8. REFER TO DETAIL 3/S5.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. 9. COLUMN BELOW AND BEAM SHALL BE CONTINUED OVER COLUMN, TYP. 10. REFER TO THE STRUCTURAL NOTES SHEET FOR COLUMNS SUPPORTING TYPICAL BEARING WALL HEADER BEAMS. 11. COLUMNS AND BEARING WALLS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. 12. HOLDOWNS SHOWN ON ROOF FRAMING PLAN SHALL BE PLACED ON UPPER FLOOR LEVEL. 13. ROOF TRUSSES SHALL BE PRE-ENGINEERED BY OTHERS AND SPACED AT 24" OC, TYP. 14. ATTACH ALL ROOF TRUSSES TO WALLS BELOW WITH SIMPSON H2.5 HURRICANE TIES. 15. ALIGN (2) STUDS MIN BELOW ENDS OF GIRDER TRUSSES UNO ON PLANS. 16. ROOF TRUSSES SHALL BE DESIGNED FOR A MIN 250 LB. CONCENTRATED LOAD AT MID -SPAN TO ACCOUNT FOR AIR HANDLER OR CONDENSER UNITS. VERIFY SIZE, WEIGHT, AND LOCATION OF UNITS W/ MECHANICAL DRAWINGS. ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 01129121 J Q z O m n N ry U 5 (n re W Lu C) d DESIGN: LAT DRAWN: ATD CHECK: DMT JOB NO: 20458.10 DATE: 01 /29/21 Z Q W U 0 Z (� w o w > 00 rn Z w a rl:� p a :'�: Q cy— w V W p co ZO (� L.� � 0 00 Y W = � SHEET: RESUB 1 ITyOF ED S LVOPTSE ICES nw. BLD2021-0175 2'-0" 4'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0" PLAN NOTES: 1. REFER TO S2.1 FOR FOUNDATION PLAN NOTES. 2. REFER TO S2.2 FOR TYPICAL FLOOR PLAN NOTES. 3. REFER TO S2.3 FOR TYPICAL ROOF FRAMING PLAN NOTES. No ■ MAIN FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" HIP T ROOF FRAMING PLAN SCALE: 1/4" = V-0" r3 r3 h S4.1 I I I l 2'-0" 0 2'-0" 4'-0" SSES ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 01129121 J Q z O m n N ry U 5 (n rv- W Lu C) d Ld Q N O Y (Y Q DESIGN: LAT DRAWN: ATD CHECK: DMT JOB NO: 20458.10 DATE: 01 /29/21 Ld C) N Z 0 w o W 00 > rn SSES, cn w Q Q � o � cy— Y M ^ Lj 0 Z la�l 0 V) rn 0 I� Y LW SHEET: Z Z Q CQ I c V 8d Z Z � LL Q 0 LL. Z 0 D 0 0 LL- Ld Q 0 ry 0 Q J (D LL. RESUB y 03 1 21EI Y OF O S OP ES nr�ARTnnF BLD2021-0175 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" @ 3/4"� AB SW6 ONE SIDE AND BLKG @ 6" OC @ 24" OC 6" OC @ 5'-0" OC 2x 242 15/32" 2x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 3/4"� AB SW4 ONE SIDE AND BLKG @ 4" OC @ 20" OC 4" OC @ 5'-0" OC 2x 350 15/32" (2) 2x STUD AND 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 3/4"� AB SW3 ONE SIDE 2x FLAT BLKG @ 3" OC @ 15" OC 3" OC @ 4'-0" OC 2x 455 15/32" 3x STUD AND 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 3/4"� AB SW2 ONE SIDE 2x FLAT BLKG @ 2" OC @ 12" OC 2.5" OC @ 3'-0" OC 2x 595 15/32" (2) 2x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 3/4"� AB 2SW4 BOTH SIDES AND BLKG @ 4" OC @ 10" OC 2" OC @ 2'-6" OC 2x 706 15/32" (2) 2x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131 x 3" 3/4"� AB 2SW3 BOTH SIDES AND BLKG @ 3" OC @ 7.5" OC @ 1.5" OC @ 2'-0" OC 2x 910 15/32" 3x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131 x 3" 3/4"� AB 2SW2 BOTH SIDES AND BLKG @ 2" OC @ 6" OC @ 1.5" OC @ 1'-6" 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"� @ 3.5" OC, 2SW4 = 0.131"� @ 2.5" OC, 2SW3 = (2) 0.131"� @ 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 3/4"� 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. 4= - 4m ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 1g M. T �� of waste r?�,Val 45901 1 SSIDNAL 01129121 J H Z O_ m D W N (Y ~ U (n Lu W w a W Q N r-I O Y (Y DESIGN: LAT DRAWN: ATD CHECK: DMT JOB NO: 20458.10 DATE: O 1 /29/21 W �O C) N z O W W co w a a QLd J W V) D �/ 0 0 Q co Z W (n p� � _ O I� m U Ld SHEET: RESUB tq0 21 F EDM DS fEVIELMENT VICES �Tnn BLD2021-0175 HOEDOWN SCHEDULE MARK TYPE MIN CHORD SIZE STUD NAILS OR BOLTS ANCHOR BOLT (SEE NOTE 4) CAPACITY (LB) MST37 (2) 2x (11) 16d EA END - 2,355 0 HDUS (2) 2x (14) SDS 1/4" x 2 1/2" SCREWS 5/8"� 4,340 HDU8 4x DF#2 (20) SDS 1/4" x 2 1/2" SCREWS 7/8"� 6,970 NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. REFER TO DETAIL 4/55.2 FOR INSTALLATION OF MST FLOOR TO FLOOR STRAPS. REFER TO DETAILS 7/55.1 FOR CONNECTION OF STRAP TO BEAM BELOW. 3. INSTALL HD HOEDOWNS AT FOUNDATION WALLS OR THICKENED SLAB FOOTINGS PER DETAIL 3/54.1. 4. AT ALL HOEDOWN CHORDS, PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHED. BEAM SCHEDULE MARK BEAM REMARKS HANGER AS REQ'D BM1 4x8 HF#2 - HU48TF BM2 4x10 HF#2 - HU410TF BM3 6x10 DF#2 SEE NOTE 5, 8 HU610TF BM4 5 1/8" x 13 1/2" 24F-V8 GLB - LEGS NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR HANGER INSTALLATION INFORMATION. 2. REFER TO FRAMING PLANS AND NOTES FOR SUPPORTS AT BEAM ENDS. 3. ALL BEAMS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 4. REFER TO PLAN NOTES FOR BEAMS &HEADERS AT BEARING LOCATIONS THAT ARE NOT CALLED OUT. 5. USE SIMPSON HUCTF SERIES CONCEALED FLANGE TOP FLANGE HANGER AT LOCATIONS WHERE OFFSET HANGERS WOULD OTHERWISE BE REQUIRED. 6. IF PSL SUPPLIER DOES NOT STOCK EXACT DEPTH OF BEAMS LISTED, CONTRACTOR SHALL COORDINATE WITH SUPPLIER TO RIP BEAMS TO EXACT DIMENSIONS LISTED IN TABLE. FOOTING SCHEDULE MARK FOOTING SIZE REINFORCING COMMENTS F1C 1'-6" x 1'-0" DEEP x CONTINUOUS (3) #5 CONTINUOUS DETAILS 4/54.1 SEE NOTE 2 F2 2'-0" x 2'-0" x 1'-0" DEEP (3) #5 EACH WAY BOTTOM - NOTES: 1. ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED NATIVE SOIL OR COMPACTED STRUCTURAL FILL PER GEOTECHNICAL ENGINEERING REPORT. 2. REINFORCEMENT SHALL BE CONTINUED FROM CONTINUOUS FOOTINGS THRU SPREAD FOOTINGS WHERE APPLICABLE. COLUMN SCHEDULE COLUMN SIZE COLUMN SIZE MARK 2x4 WALL 2x6 WALL REMARKS Cl (2) 2x4 (2) 2x6 SEE NOTE 2 C2 (3) 2x4 (3) 2x6 SEE NOTE 2 C3 4x6 HF#1 4x6 HF#1 - 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 3/55.1 FOR FABRICATION OF MULTIPLE STUD COLUMNS. 3. CONTRACTOR TO PROVIDE BLOCKING EQUAL TO COLUMN DIMENSIONS AT JOIST SPACE FOR COLUMNS CONTINUING TO FOUNDATION. JOIST SCHEDULE MARK JOIST SPACING REMARKS FJ1 11 7/8" TJI 210 16" OC SEE NOTES 2 & 3 CJ1 2x12 HF#2 24" OC SEE NOTE 2 RJ1 2x12 HF#2 24" OC SEE NOTE 2 DJ1 PT 2x8 HF#2 16" OC - NOTES: 1. FOR JOIST HANGERS REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ALL INSTALLATION REQUIREMENTS. 2. TIMBER JOISTS FRAMING INTO WOOD BEAMS SHALL USE JB OR HUTF-SERIES TOP FLANGE HANGERS. TIMBER JOISTS FRAMING INTO STEEL BEAMS USE BA -SERIES HANGERS AT NAILER. 3. PLYWOOD WEB JOISTS FRAMING INTO WOOD BEAMS SHALL USE ITS -SERIES TOP FLANGE HANGERS. PLYWOOD WEB JOISTS FRAMING INTO STEEL BEAMS SHALL USE BA -SERIES TOP FLANGE HANGERS. 4. SOLID SAWN CORRIDOR JOISTS AND DECK JOISTS SHALL HANGER OFF THE WALL RIM USING LU SERIES FACE MOUNT HANGERS. O GI „A„ IN ALL AREAS WITH EXPOSED CONC FLOORS, EDGE SLAB ENGINEERING Q WITH 1/8" MAX RADIUS AND CONC SLAB ON GRADE CORNER BARS x MAY BE SUBSTITUTED FOR ALL FILL JOINT WITH SEALANT SLAB REINF AT CENTER OF SLAB 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 90' HOOKED BARS PROVIDE 5/8"0 x 2'-0" OR AT TOP AND BOT. REINF PHONE (425) 778-8500 SMOOTH SLIP DOWEL BARS SHALL NOT PASS THRU JOINT FAX (425) 778-5536 _ AT 12" OC, TYP UNO 0 0 NOTE: WHEREWITH Q = X X X X HT> 30 EXISTS, ROD MAY SHEAR WALL PER EXTEND 24" MIN INTO WALL PLAN AND SCHED UNO, VERT CORNER BARS SHALL BE W/ NUT & WASHER AS SHOWN SAME SIZE TABULATED FOR MIN WALL REINF FOR THICKER WALL GREASE THIS HALF OF BAR "A" =SPLICE LENGTH TYPICAL CONSTRUCTION JOINT COUNTERSINK ADDITIONAL AS OTHERWISE NOTED OR SHOWN TYPICAL CONCRETE WALL REINFORCING DETAIL SCALE: NTS NOTE: RAISE STEM WALL AS REQ'D AT PERIMETER AREAS WHERE NEEDED DUE TO CIVIL GRADES. SILL PL AND AB DIA AND SPACING PER SHEAR WALL SCHED (2) #5 CONT TOP STUD WALL PER V FRAMING PLAN NOTES PROVIDE BLOCK OUT AT DOOR OPENINGS SHEATHING AND NAILING SLAB ON GRADE AND PER PLAN AND SHEAR SUBGRADE PER WALL SCHEDULE z x Q FOUNDATION PLAN — #5 @ 15" OC EA WAY 00 CENTERED IN WALL PAVING OR FINISHED GRADE PER ARCH DRAWINGS ® ® X X i 0 — ° 0.0 °o0°0 °o cp O O ° O 0 ° •0 0o•°0 p •O Op 00.0 °o°p O°O°o o _ z O D0o0 °0� O To 0.0 -III-I 11= o0 O°o00 E-o O 00 000 o � O O o° 0 OO 006 00 00 00 IN 0 w U ul or w a FOOTING DRAIN / 8" of PER DETAIL 5 / m u / ALT HOOK AS SIZE &REINF SHOWN PER PLAN & SCHED 0- a w TYPICAL STEM WALL DETAIL SCALE: 1" = V-0" END STUD AS REQ'D — HOLDOWN PER PLAN AND SCHED SAWCUT JOINT - IN ALL AREAS WITH CONC SLAB ON GRADE EXPOSED CONC. FLOORS, FILL JOINT CONC SLAB ON GRADE IF BAR REINF USED, PROVIDE THREADED ROD AS REQ'D 1j g M. ?, WITH SEALANT. IN LIEU OF SAWCUT 'Z' BARS W/ LAP SPLICE PER SLAB REINF AT CENTER OF FOR HOLDOWN W/ NUT AND � of WAS��r STRUCTURAL NOTES JOINTS CONTRACTOR MAY USE ZIP SLAB OR AT TOP AND BOT WASHER AT BASE. EXTEND STRIP PLACED WITH SLAB SLAB REINF AT CENTER OF SLAB OR AT TOP AND BOT ROD INTO FTG, TYP UNOt 4 1 Val � SLAB STEP II _0 PER PLAN TOP OF FTG I I SjNAL1 X X X L O_0 �1 � I x x 1—�X—x x x x xrl 01/29/21 Q 1 II II � 1 II MIN TYPICAL CONTRACTION JOINT TYPICAL SLAB STEP Of M U TYPICAL SLAB ON GRADE DETAILS SCALE: 1" = V-0" 8"x8" CONCRETE PLINTH W/ (4) #3 TIES EQ SPACED 1(4) #4 HOOKED 00 DOWELS 6" _ z �i 0 = w � U w V) 0 of w 0- COL PER PLAN AND SCHED SIMPSON ABA POST BASE W/ 5/8" 0 EXPANSION ANCHOR SIZE AND REINF PER PLAN AND SCHED TYPICAL DECK FOOTING DETAIL SCALE: 1" = V-0" HEADER PER PLAN ------ 10d NAILS @ 2" OC EA r-•--•-.. WAY STAGGERED 1'-10" •I I I I• ,I I I I: 2x6 FLAT BLOCKING AT MIN :I I I I: •I I I I• ANY PLYWOOD JOINTS Q :II II• •I I •-----• ANCHOR BOLT PER q •I I I I• SHEAR WALL SCHED (2) MIN HOLDOWN PER .I I I I• PLAN AND SCHED, TYP :I IAV" (3) #3 TOP AND REMAINDER @ 6" OC (2) #5 VERT EAEND OF STEM EXTEND STEM WALL 1-0 co II @ GARAGE Lu II II WALLS ONLY 8" THICK CONC II II STEM WALL ► SECTION SCALE: 1/2" = V-0" HOLDOWN DETAIL SCALE: 1" = 1'-0" SAWCUT EX SLAB @ GRADE BEAM i �Tl 1 -111- SECTION SCALE: 1" = V-0" COL PER PLAN SIMPSON ABA W/ 5/8"0 x 6" EXPANSION ANCHOR EX SLAB ON GRADE III =1 II1= — REINF PER PLAN W Q N O Y (Y Q DESIGN: LAT DRAWN: ATD CHECK: DMT JOB NO: 20458.10 DATE: 01 /29/21 W (O C) �:: N Z p W � Lv 00 > a w a � o � cy— V) w � o Z 0 V) rn 0 o Y W SHEET: Z 0 Q 0 Z ZD 0 LL. ZE RESUB 031 21 4o,, EDS ENVICES ,q __ BLD2021-0175 C G I STAGGER NAILS ON EA SIDE OF PANEL JOINT AS REQUIRED PER SHEAR WALL SCHED I�j II ICI II HEADER PER PLAN 7 II II 1 11 II II 11 •11 I I.1 II I 1 I•I II I I I I 1 I CRIPPLE STUDS PER I I I I I j I I 11 PLAN; DO NOT CUT 1 I I I I.1 I•I I •� I• AWAY MATERIAL FROM I1I1I1 IIIIIL IIIIII 1I1III III1I CRIPPLE STUDS ••IIIIIII eMl .I1I1II .1I • IFULL-HEIGHT I HOLDOWN CHORD I I I IIII I 1 1 11 I I I •I I 11 11.11 11 II I I I I' I 11 IIII 11 II 1.1 11 IIII II.11 IIII 1.1 II 11 LI II II I 1' I 1.1 I II 11 IIII 11.11 11 11 II I I I.I I I' I 11 I 11 IIII 11 II 1.I 11 IIII II.11 1.1 II 1 L I II I I I 1• I• I L I I Ij AB W/ SIMPSON BP 1 1 1 1 1 I I I I 1• I I 1 1 I 1 1 PL WASHER, TYP I I I•I I I I •I I I• I I I I•I I 1 1 1 PT SILL PL PER SHEAR I I I I I I I •I I I� 1 I I I WALL SCHED I I I .I A I I I•I I I I•I 1 I I I L I CONCRETE FOOTING OR P/T SLAB 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" AB SIZE AND SPACING PER PLAN AND SHEAR WALL SCHEDULE, TYP koj -------------- - - - - - - -------rl-----r, I•I I'I I'I I•I 11•I II II II II III II II II �1 II� II II II II II II II III II II II 11 III I•I I'I I'I 1.1 1 I. II I 11 II II �1 III I FRAMING AT ADJOINING I I I I'I I I PANEL EDGES PER SHEAR I I I I.1 WALL SCHED 0 1 I II II I II II II II 11•I II II II II 111 II II II II I'I I,I I,I 10 II II II II II _J L__ ;--H•H- ;-- ;-H F�---�-- 1.1 11 II II 11 II II II II II II II II II II II I'I I,I I,I II II II II II II II II II II II II II II II 1.1 11 II II II II II II II II II II II II II II I'I I,I I,I - II II II _ II II _1L------LL------� II II I II II 11 11 11 11 II II 11 1L- --1L------1 A��-���- II II 1,� RIM BOARD \\ OR BLOCKING PANEL EDGE NAILING PER SHEAR WALL SCHEDULE, TYP PANEL EDGE NAILING INTO HOLDOWN CHORDS, TYP INTERMEDIATE NAILING @ 12" OC 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 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 CONCRETE STEM WALL CONCRETE FOOTING 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 PLATE WASHER PER SHEAR WALL SCHED SECTION A -A SCALE: 1 1/2" = V-0" B. 'T' INTERSECTION TYPICAL WALL INTERSECTION DETAIL NOTE: STAGGER SHEATHING AS SHOWN. (IBC TABLE 2306.3.1, CASE 1 SHEATHING PANEL, TYP CONTINUOUS PANEL EDGES SUPPORTED PANEL EDGES n ^r r2x OR 3x BLOCKINGONLYIF `L DIAPHRAGM BOUNDARY (SHEAR WALL, BEAM, OR DRAG STRUT) TYPICAL FLOOR/ ROOF SHEATHING DETAIL 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: NTS \ r / SCALE: 1" = V-0" TYP DOUBLE TOP PLATE (2) ROWS OF (8) 0.131" 0 x 3" 2 1/4" END NAILS @ 3" OC EA SIDE OF SPLICE AND (2) @ 9" OC DISTANCE, TYP ELSEWHERE W/ 1 1/2" EDGE SIMPSON A35 (ONLY DISTANCE 3" OC REQUIRED AT EXTERIOR SPACING HEADERS GREATER THAN 6' SPAN) TOP CHORD / (6) 0.131"0 x 3" NAILS SPLICE J 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 TYPICAL STUDS BEAM OR HEADER PER OF WALL AT SPLICE. INSTALL EA STRAP PLAN AND NOTES W/ (12) 10d AT EA END. WHERE BOTH PLATES ARE CUT, INSTALL CS20 STRAPS NAILING PER TYP AT EA PLATE AND EA SIDE OF THE WALL. BUILT-UP STUD COLUMN DETAIL 6'-0" MIN BETWEEN SPLICES SPLICES TO OCCUR AT CENTER OF VERTICAL STUDS AT HOLDOWNS: PROVIDE FULL HT CRIPPLE STUDS PER PLAN HOLDOWN CHORDS PER HD SCHED. AND COLUMN SCHEDULE OR TOP CHORD SPLICE OTHERWISE: (1) 2x FULL HT STRUCTURAL NOTES BOTTOM CHORD SPLICE �l�AL TOP PLATE SPLICE DETAILTY�I���EADERDETAIL - 1 -0 � SCAL 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 EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP (2) ROWS OF 0.131"0 x 3" NAILS @ 9" OC EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP (2) ROWS OF 0.131"0 x 3" NAILS @ 9" OC (EACH SIDE OF PARTY WALL) STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP C. PARTY WALL INTERSECTION CRIPPLE STUD(S) PER PLAN, NOTES, OR SCHED EADER / PE LAN J I I I°I II I°I II I°I II I°I II I°I II I°I HOLDOWN STRAP PER I I PLAN & SCHEDULE. I°I INSTALL PER DETAIL WF7C RIM JOIST FULL -HEIGHT HOLDOWN CHORD PER HOLDOWN SCHED I I•I I°I I.I II I.I II I.I SHEATHING PER PLAN I I AND SHEAR WALL I.I SCHEDULE, TYP II - FLUSH BEAM PER PLAN - RIM JOIST PER TYP DETAILS °I° •I• I I EXTEND BEAM 6" BEYOND STUDS 1 I I II I II I I°I FUR DOWN 1 I HEADER AS REQ'D I IIII IIII I I INVERTED HOLDOWN I I I•I I I I°I I 1°I STRAP PER PLAN & I III LUMN PER PLAN IIII I I SCHEDULE INSTALL PER I I I•I I•I I•I A SCHED I DETAIL WF7C I I I FULL-H GHT HOLDOW I III CHORD P HOLDO IIII I I SCHED 11"II 1.1 I I I•I (2- 2x MIN) I•I I•j I IIII IIII II 1 IIII II°II 1.1 I IIII IIII I I HOLDOWN PER I III I•I I I.1 PLAN & SCHED I I II 1°I • • NOTE: FOR ADDITIONAL INFORMATION REFER TO DETAIL 1 TYPICAL HOLDOWN OVER OPENING DETAIL ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 0129/21 J H I_ Z O_ m - D Ln O U) W Lu W Q N C O Y Q DESIGN: LAT DRAWN: ATD CHECK: DMT JOB NO: 20458.10 DATE: 01 /29/21 W W C) N Z p W 0 W 00 , 0) a w a � 0 � N W � 0 ICI �Z O O I� ID Y W SHEET: RESUB 03IMD 21 OF ES DEVEL ENVICES ART BLD2021-0175 SCALE: 1" = V-0" SCALE: 1/2 = V-0" C G I SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES BREAK SHEATHING AT PLATE UNO 2x CONTINUOUS RIM STUD WALL PER FRAMING PLAN NOTES STUD WALL PER FRAMING PLAN NOTES SILL PLATE NAILING PER PLAN SHEATHING AND NAILING SILL PLATE NAILING PER PLAN AND SHEAR WALL SCHEDULE PER PLAN AND SHEAR AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES WALL SCHEDULE OR OR STRUCTURAL NOTES STRUCTURAL NOTES SHEATHING AND SHEATHING AND NAILING PER PLAN NAILING PER PLAN 2x CONTINUOUS RIM /// SILL PLATE NAILING PER SHEAR WALL SCHEDULE BREAK SHEATHING BREAK SHEATHING AT AT PLATE UNO _ RIM AND PROVIDE PANEL NAILING EA SIDE OF PANEL EDGE NAILING JOINT PER SW SCHED PER PLAN AND SHEAR WOOD JOISTS PER PLAN AND WALL SCHEDULE OR SCHEDULE PANEL EDGE NAILING JOISTS PER PLAN STRUCTURAL NOTES PER PLAN AND SHEAR AND SCHEDULE 2x4 BLOCKING AT SHEAR WALLS WALL SCHEDULE OR NOTE: ONLY STRUCTURAL NOTES NON -SHEAR WALL NAILING SHALL BE PER IBC TABLE 2304.9 A. TYPICAL FRAMING B. ALTERNATIVE SHEAR WALL FRAMING SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES BREAK SHEATHING AT PLATE UNO 2x CONTINUOUS RIM SIMPSON LTP4 OR A35 FRAMING ANCHOR PER SW SCHED. (CONTRACTOR OPTION) BREAK SHEATHING AT PLATE UNO TYPICAL STUD WALL FRAMING DETAIL - EXTERIOR WALL PERPENDICULAR TO JOISTS SCALE: 1" = V-0" TREAD/RISER PER ARCH USE 1 1/8" PLYWOOD TREADS UNO 2x12 BLOCKING AB PER STRUCTURAL NOTES OR PROVIDE HILTI X-DNI (0.145"0) @ 12" OC. EMBED MIN 2" INTO CONCRETE W/ STANDARD STEEL WASHER TREATED 2x SILL PLATE I" . 0 X X w v 000 N �Oo TOOcc°. w 0- 1 SIZE & REINFORCING Mlu� MAXIMUM SLOPE PER PLAN AND SCHEDULE A. TYPICAL STRINGER TO LOWER LANDING TYPICAL STAIR SECTIONS SCALE: 1" = V-0" . 2x12 NOTCHED STRINGER DO NOT OVERCUT NOTCHES FOR TREAD/RISER 2x6 SISTERED TO SIDE OF 2x12 W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" OC AS SHOWN PANEL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES STUD WALL PER FRAMING PLAN NOTES SILL PLATE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES SHEATHING AND NAILING PER PLAN WOOD JOISTS PER PLAN AND SCHEDULE C. ALTERNATIVE SHEAR WALL FRAMING "-' "LOCKING D. TYPICAL STRINGER TO UPPER LANDING JOIST PER 'LAN � _j O z Q KING �aC°i OC co cc Q V) if LL Of z 00, 0 z E z O 0_ O ~ i L in 2x WOOD RIM JOIST NOTE: FOR NOTES AND DETAILS NOT CALLED OUT REFER TO DETAIL 1 (4) 10d NAILS (3) 0.131"0 x 3" NAILS EACH END WOOD JOISTS PER PLAN AND SCHEDULE 2x WOOD BLOCKING @ 4'-0" OC MAX EXTERIOR WALL PARALLEL TO JOISTS TYPICAL STUD WALL FRAMING DETAIL- SCALE: 1" = V-0" CHORD SIZE PER HOLDOWN SCHEDULE SIMPSON STRAP WITH FASTENERS PER HOLDOWN SCHEDULE INSTALL MAX NAILING INTO RIM OR BLOCKING WHERE POSSIBLE 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" ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 01/29/Z W Q N rl O Y Q DESIGN: LAT DRAWN: ATD CHECK: DMT JOB NO: 20458.10 DATE: 01 /29/21 W U �:: N Z W W 000 Z ID > rn a w a Q w � N I01:� 0 Z 0 < N�0 0 0 0 Y W SHEET: RESUB y0 1 TY OF MO DSEV OPMENT ICES FPA NT l4low 0 DIAPHRAGM BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES FULL DEPTH BLOCKING RIPPED TO MATCH SLOPE OF ROOF SILL PLATE NAILING PER SHEAR WALL SCHEDULE PROVIDE BOUNDARY NAILING AT TOP PLATE PER SHEAR WALL SCHEDULE SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE ROOF SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES 2x4 BLOCKING W/ SILL PLATE NAILING PER SHEAR WALL SCHEDULE PRE-ENGINEERED ROOF TRUSS PER PLAN SIMPSON H2.5A TIE AT EACH TRUSS STUD WALL FRAMING PER PLAN NOTES TYPICAL TRUSS SUPPORT DETAIL SCALE: 1" = V-0" ROOF SHEATHING AND DIAPHRAGM BOUNDARY NAILING PER ROOF NAILING PER ROOF FRAMING PLAN NOTES FRAMING PLAN NOTES --\ FULL DEPTH BLKG RIPPED TO MATCH SLOPE OF ROOF ROOF RAFTERS PER PLAN ROOF VENTILATION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 PROVIDE BOUNDARY 2x4 BLKG W/ SILL PL %mx NAILING AT TOP PLATE PER NAILING PER SHEAR SHEAR WALL SCHEDULE WALL SCHED SIMPSON H2.5A TIE 01/29/21 SHEATHING AND NAILING PER PLAN AND SHEAR STUD WALL FRAMING KING POST OR WALL SCHEDULE PER PLAN NOTES COLUMN BEYOND TYPICAL RAFTER SUPPORT DETAIL SCALE: 1" = V-0" SECTION AT ROOF RIDGE BEAM SCALE: 1" = V-0" J Q z O m n N ry U 5 (n re W Lu C) d DESIGN: LAT DRAWN: ATD CHECK: DMT JOB NO: 20458.10 DATE: 01 /29/21 v Q LLI W 0 U p Z (� w o w 00 Z > rn w a rl:� p a :'�: Q cy— V w � o Q Z LL. 0 o O Y W SHEET: RESUB dft 0 3.421 rjFEDM DS ENTSVICES � nnF� BLD2021-0175