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APPROVED ENG PLN BLD RESUB1 BLD2021-1083+Architectural_Plan+9.4.2021_9.55.47_PM+2393736SYMBOLS KEY ROOM REFERENCE KITCHEN ROOM NAME -101- ROOM NUMBER DOOR REFERENCE DOOR NUMBER WINDOW REFERENCE WINDOW NUMBER DRAWING NUMBER EXTERIOR ELEVATION 4 SHEET NUMBER I WALL SECTION DRAWING NUMBER - 3 SHEET NUMBER � SECTION DETAIL DRAWING NUMBER 2 SHEET NUMBER � DRAWING NUMBER AREA DETAIL SHEET NUMBER 1 INTERIOR ELEVATION 4 3 2 DRAWING NUMBER 4 SHEET NUMBER GENERAL NOTES ALL WORK SHALL BE IN COMPLIANCE WITH THE 2012 INTERNATIONAL BUILDING CODE AS ADOPTED AND MODIFIED BY THE CITY OF EDMONDS AND ALL OTHER LAWS, CODES, ORDINANCES AND REGULATIONS OF THE COUNTY, STATE, AND FEDERAL JURISDICTIONS. (LATEST EDITION AND AMENDMENTS PER COVERSHEET) ALL UNDERGROUND UTILITIES MUST BE VERIFIED AS TO EXACT LOCATIONS SO AS NO INTERFERENCE BY DISRUPTION WILL BE CAUSED. GENERAL CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITIES BY THE METHODS RECOMMENDED BY THE GEOTECHNICAL ENGINEER AND DPD REPRESENTATIVE AT THE PRE -CONSTRUCTION SITE MEETING. DAMAGE THAT MAY BE CAUSED BY GENERAL CONTRACTOR OR SUBCONTRACTOR TO ANY OF THE ABOVE MENTIONED SHALL BE REPAIRED BY HIM AND LEFT IN AS GOOD A CONDITION AS EXISTED PRIOR TO DAMAGING. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND JOB CONDITIONS RELATED TO THIS WORK. ALL DIMENSIONS SHALL BE CONSIDERED "NOMINAL" UNLESS NOTED OTHERWISE. DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. DIMENSIONS ON LARGE SCALE DRAWINGS OR DETAILS WILL PREVAIL OVER SMALLER SCALED DRAWINGS. WRITTEN DIMENSIONS ARE DRAWN TO THE FACE OF FINISH, U.N.O. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT, PROVIDE ALL BUCKOUTS, BLOCKING, AND JACKS AS REQUIRED BY THE DRAWINGS AND OTHER FINISH FLOOR LOCATION TRADES. ANY DISCREPANCY IN DIMENSIONS SHALL BE REPORTED IN WRITING TO THE ELEVATION DATUM +IOI -s ELEVATION PROJECT MANAGER/ DESIGNER FOR CLARIFICATION, OR APPROVAL OF MODIFICATION NOTE: BEFORE COMMENCING WORK. THE RESPONSIBILITY TO THE PROJECT ONLY MOST RECENT REVISION SHOWN MANAGER/DESIGNER, SHALL REST WITH THE CONTRACTOR OR ANY OTHER PERSON REVISION BUG ItD CLOUDED. APPROVING SUCH A CHANGE. f FOR PREVIOUS REVISIONS REMAIN. DATE OF REVISIONS INDICATED AT RIGHT ALL WORKMANSHIP AND MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF ONE FINISH CALLOUT MARGINS. MATERIAL YEAR FROM THE DATE OF CERTIFICATE OF OCCUPANCY UNLESS SPECIFIED FOR A LONGER PERIOD OF TIME ON SPECIFIED ITEMS. THE CONTRACTOR SHALL BE NUMBER RESPONSIBLE FOR REPLACING OR REPAIRING HIS OWN DEFECTIVE WORK AS WELL AS EXHAUST FAN CFM NOTED PER CODE PAY ALL COSTS INCIDENTAL THERETO INCLUDING DAMAGE TO OTHER WORK, SMOKE DETECTOR SD FURNISHINGS OR EQUIPMENT. CENTERLINE C3L ABBREVIATIONS @ At AB Anchor Bolt ABV Above ADJ Adjustable BLDG Building BM Beam BOT Bottom CB Column Base CC Column Capital CLG Ceiling COL Column CONIC Concrete CONST Construction CONT Continuous DBL Double DIA Diameter IDS Downspout (E), EXIST Existing ELEC Electrical EQ Equal FIN Finish FLR Floor FF Finish Floor G Grade GALV Galvanized GWB Gypsum Wall Board HORIZ Horizontal HT Height INSUL Insulation INT Interior ISG Insulated Safety Glass JST Joist MAX Maximum MIN Minimum MTL Metal (N) New NET Refers to actual dimension NIC Not in Contract NTS Not to scale O/ Over OC On Center (P) Proposed PL Property Line P-LAM Plastic Laminate PLY Plywood R Riser REINF Reinforcing or Reinforced READ Required RO Rough Opening SIP Structural Insulated Panel Struct. Structural T Tread TB Thru bolt T&G Tongue and Groove TIC Top of Concrete TOW Top of Wall TYP Typical UNO Unless Noted Otherwise VERT Vertical VG Vertical Grain W/ With W/0 Without ALL WARRANTIES OR GUARANTEES AS TO MATERIALS OR WORKMANSHIP ON OR WITH RESPECT TO THE OWNER'S WORK SHALL BE CONTAINED IN THE CONTRACT OR SUBCONTRACT WHICH SHALL BE SO WRITTEN THAT SUCH GUARANTEE OR WARRANTIES SHALL INSURE TO THE BENEFIT OF OWNER. INSURANCE: PRIOR TO THE COMMENCEMENT OF WORK THE GENERAL CONTRACTOR SHALL DELIVER TO THE OWNER CERTIFICATES OF INSURANCE FOR BOTH COMPREHENSIVE GENERAL LIABILITY AND WORKMAN'S COMPENSATION INCLUDING THE TOTAL AMOUNT OF COVERAGE AND CONDITIONS STIPULATED AND AGREED BY BOTH PARTIES. THE OWNER SHALL BE RESPONSIBLE FOR PAYING FOR THE BUILDING PERMIT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL OTHER PERMITS REQUIRED OR NECESSARY FOR THE COMPLETION OF THE WORK FROM THE RESPECTIVE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE GOVERNING AGENCIES AS REQUIRED. ALL TRADES SHALL REFER TO THE ARCHITECTURAL DRAWINGS REGARDING LOCATIONS OF WORK TO BE INSTALLED. UNLESS OTHERWISE NOTED, PROVIDE ALL MISCELLANEOUS FASTENERS, HARDWARE AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. EVEN THOUGH SUCH ITEMS MAY NOT HAVE BEEN SPECIFICALLY MENTIONED IN THE DRAWINGS AND SPECIFICATIONS, NOTIFY THE DESIGNER OF ANY REVISIONS OR ADDITIONAL INFORMATION OBTAINED FROM THE MANUFACTURER OF SPECIFIED MATERIALS OR EQUIPMENT WHICH MAY AFFECT THE CONTRACT TIME, COST OR QUALITY OF WORK. GENERAL CONDITIONS THE GENERAL CONTRACTOR, ALL SUB -CONTRACTORS AND ALL MAJOR SUPPLIERS SHALL SUBMIT TO THE OWNER WITHIN 30 DAYS AFTER COMPLETION ALL "RELEASE OF LIENS" FOR ALL WORK PERFORMED PRIOR TO FINAL PAYMENT. PARTIAL LIEN WAIVERS TO BE SUBMITTED WITH MONTHLY REQUISITION. ALL MANUFACTURERS AND/OR SUPPLIERS SHALL SUBMIT SHOP DRAWINGS AND/OR MATERIAL SAMPLES TO THE DESIGNER/OWNER FOR APPROVAL PRIOR TO FABRICATION ALL OF THE GENERAL CONTRACTOR'S EQUIPMENT, SCAFFOLDING HOISTS, ETC., SHALL BE AVAILABLE TO THE OWNER/ DESIGNER AND THEIR STAFF FOR INSPECTION OF ANY AND ALL WORK DURING NORMAL WORKING HOURS. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR SECURITY OF ALL MATERIALS AT JOB SITE UNTIL FINAL ACCEPTANCE OF WORK BY OWNER. ANY SUBCONTRACTOR CUTTING INTO WORK ALREADY COMPLETED, CUTTING CHASES AND TRENCHES FOR THE INTRODUCTION OF HIS WORK AND EQUIPMENT IN THE BUILDING SHALL DO OR PAY FOR ALL BACK FILLING, REPARATION OF WALLS, FLOOR, ETC., DAMAGE BY SUCH A COMPANY. ALL REPAIRS SHALL MATCH EXISTING SURFACES ATTACHED FLOOR PLANS HAVE BEEN GENERATED BASED UPON EXISTING INFORMATION AVAILABLE. THE GENERAL CONTRACTOR SHALL REVIEW THE SCOPE OF WORK AND NOTIFY THE DESIGNER OF DISCREPANCIES BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR GENERATED ALTERNATIVES OR EXISTING FIELD CONDITIONS SHALL BE TRANSMITTED TO THE DESIGNER FOR APPROVAL PRIOR TO INSTALLATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION OF OWNER FURNISHED ITEMS LISTED AND CONTACT THE OWNER IN THE EVENT OF CONFLICTS PRIOR TO INSTALLATION. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER RATING CRITERIA. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LOCAL CODES AS REQUIRED. ALL NEW SMOKE DETECTORS TO BE HARD WIRED PER CODE. PATCH AND REPAIR ALL REMOVED ELECTRICAL DEVICES. FIREPROOF ALL STRUCTURAL STEEL PER CODE. CONSTRUCTION MATERIALS AND METHODS SHOULD BE CONSISTENT WITH THOSE REQUIRED BY CODE PER BUILDING CONSTRUCTION TYPE. TIGHT -LINE ALL NEW AND EXISTING DOWNSPOUTS AS REQ'D BY CODE, TYP. PROJECT DATA Square Foot Summary Existing (Conditioned- incl. Laundry) (including exterior walls) Exist. Garage (Unconditioned) Total Existing 2113.45 SF 285.8 SF 2399.25 SF Proposed (Conditioned) 2356.25 SF P/E (No change) Garage (Unconditioned) 285.8 SF Total Proposed 2642.05 SF Proposed Increase (Conditioned) 242.8 SF Proposed Increase (Total) 242.8 SF Lot Coverage Summary SEE SHEET A0.1 FOR LOT COVERAGE INFORMATION Local Exhaust Fans PER IRC M1507.4: - provided by new min. 50 cfm exhaust fans (intermittently operating) at bathrooms and laundry rooms. - new min. 110 cfm exhaust fan/hood @ range in kitchen (intermittently operating); provide make-up air for range hood over 400cfm as required by code (IRC M1503.4). - exhaust air shall vent directly to the exterior of the building per M1501.1 and M1506.2 with a minimum of 36" clear to any openings in the building. Insulation: Per WSEC R101.4.3: Altered portions of the existing building and all additions shall comply with requirements for new construction except as outlined below and the following: - portions of the existing building envelope left unaltered/unopened during construction shall not be required to be brought to current energy code requirements. See A1.0 and A1.1 for wall poche delineations of new versus existing wall segments to remain for further information on which portions of the envelope are anticipated to be brought to code (at a minimum). See A3.0 for noted delineations of new versus existing to remain roof/floor/wall sections for further information on which portions of the envelope are anticipated to be brought to code (at a minimum). - existing windows/doors to remain shall not be required to be brought to current energy code requirements. Per WSEC R401.3: The builder shall complete and post and "Insulation Certificate for Residential Construction" within 3' of the electrical panel prior to final inspection. Per WSEC R402.4.1.2: Air leakage shall not exceed 5 air changes/hour and shall be tested as such. A written report of the test results shall be signed by the testing party and provided to the building inspector, prior to call for final inspection." The air leakage test result shall be documented on the form which is available online at: http://www.energy.wsu.edu/BuildingEfficiency/EnergyCode.aspx -Walls -all new exterior walls (2 x 6 TYP) above grade will be insulated with min R-21 batt insulation GENERAL INFORMATION PROJECT ADDRESS 10624 243RD PL SW EDMONDS, WA 98020-5755 PARCEL NUMBER 00564900103600 LEGAL DESCRIPTION H K SCHROEDERS REPLAT OF FOREST GLENN BILK 001 D-00 - LOT 36 OCCUPANCY/ZONING SINGLE FAMILY RESIDENCE (RS-8) BUILDING TYPE V-B BUILDING CONST. TYPE (EXIST. & PROPOSED) PROJECT DESCRIPTION MINIMAL RENOVATION @ (E) INTERIORS PER PLANS, SMALL FOOTPRINT GRADE -LEVEL KITCHEN AND DINING ROOM ADDITION PER PLANS. RENOVATION OF EXISTING MAIN -LEVEL BATHROOM PER PLANS. 9 Hrs Data Services 242nd PI SW n 0 F QAcreage Land Surveying SC PRO PAINTING 3 a Open Home o; Church (Edmonds) 243rd PI SW 243rd PI SW •10624 243rd PI SW, Edmonds, WA 98020 D a s � D Z 11 2 4d, . - all new exterior walls below grade will be insulated with R-15 rigid insulation w/pressure-treated framing - LOCATION DIAGRAM @ min. depth to accommodate min. R-15 rigid insulation, if applicable. - any existing exterior 2 x 4 wall cavities opened during construction will be filled with min. R-15 batt NOT TO SCALE insulation per WSEC R101.4.3 Exception #3, OR exceed the code requirement with spray foam insulation CONTACTS (JM Corbond III/ES REPORT #0146) to R-21. OWNER - window and door headers to be insulated to a minimum of R-10. APPLICANT/ OWNER'S AGENT CRAIG & SARAH SCHELL 10624 243RD PL SW EDMONDS, WA 98020 SARA WISE SARA WISE DESIGN 3252 26TH AVE WEST SEATTLE, WA 98199 206.283.1411 (o) 425.922.8340 (c) sarawise@me.com GENERAL CONTRACTOR CHRIS THOMPSON -Ceilings /Roof /Attics /Exterior THOMPSON DESIGN BUILD - New roof/ceillings to be insulated to R-38 (single-rafter/joist-vaulted and between 9826 CRYSTAL LAKE DRIVE conditioned/unconditioned spaces - SEE A3.0 for more info) or R-49 in open attic spaces. WOO , WA 98077 - Per WSEC the roof shall be constructed as an un-vented assembly using spray foam insulation per 425.765.068 LE5.0683 (Office) Option 1/WSEC/IRC R806.5 ("Air Impermeable" closed cell insulation sprayed directly to the underside of chris@thompsondesignbuild.com the roof sheathing for all insulation to R-38 rating). The spray foam must be installed by a certified THOMPD*8200K installer. Johns Manville (JM) Corbond III Spray -Applied Polyurethane Insulation per the attached (JM Corbond III/ES REPORT #0146 or an inspector -approved e uivalent shall be used in the assembly. A STRUCTURAL ENGINEER BRETT MOZDEN CREDIT CLAIMED (0.5 Credits): OPTION 1.3 (EFFICIENT BUILDING ENVELOPE 1.3): )q Y� co of the LIES ES report must be kept on -site and provided to the field inspector for verification. SW4 THIRSOND SAY FACET Vertical Fenestration U = 0.28 where new or upgraded copy p p p p 2124 THIRD AVENUE, SUITE 100 Floor R-38 where required/new APPROVED BY PLANNING SEATTLE, WA 98121 Slab on grade R-10 permiter and under entire slab; below grade slab R-10 perimeter and under entire -Windows & Doors new slab. - see window & door schedules for more information (A1.0) 206.956.3763 (Direct/Office) () - existing windows to remain in conditioned spaces are vinyl with U=.30 bmozden@ssfengineers.com Sep 10 2021 TOTAL CREDITS: 1.5 - all new glazed windows & doors will meet prescriptive code of U=.28 -f - - existing windows to remain will not be required be upgraded to meet U = .30 nor U=.28 - Project scope includes minimal renovations at main level and a small grade -level addition to the (exception allowed from requirement to meet code for new construction) kitchen. (Addition is less than 500SF per plans/site plan). The existing buiFding and all additions shall - all new overhead glazing will meet prescriptive code of U=.50 �- - all new exterior (unglazed) doors per prescriptive code of U=.20 together comply with the current code as delineated below and per the architectural drawings (including ( g ) p p p grandfathered portions of the existing building that are not required to be upgraded at this time due to - (P) and (E) window and door headers exposed during construction to be insulated to a minimum of R-10. the minimal extent of the project scope). ENERGY CODE SUMMARY Design Code Edition: Per 2018 WSEC Updated 2/1121 & IRC General Energy Code Notes: - Energy Code Compliance shall be in accordance with Prescriptive Option 1.3 Table R406.2 -Per WSEC TABLE R406.2: ADDITIONS LESS THAN 500SF = 1.5 POINTS REQUIRED: CREDIT CLAIMED (1 Credit): HEATING OPTION 2: NEW HIGH -EFFICIENCY HEAT PUMP (provide energy certificate/duct leakage testing as per code) THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL DELIVERY POINTS, HOISTS Lighting LOCATIONS, ACCESS TO AND FROM THE SITE OF THE BUILDING AND UTILITY SERVICES. - A minimum of 75% of new permanently installed lamps in lighting fixtures shall be high -efficacy lamps BID TO INCLUDE ALL NECESSARY AND REQUIRED PERMITS, LICENSES, FEES, BONDS AND INSURANCE -EVIDENCE OF WHICH MUST BE SUBMITTED TO OWNER/ DESIGNER PRIOR TO All new can lights shall be high -efficiency LED units in accordance with the WSEC R404.1. -All new exterior lighting fixtures shall be high efficacy luminaires. ANY CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBCONTRACTORS WORKING AT JOB SITE AND FOR ALL COORDINATION OF WORK. THE MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTOR SHALL FULLY COORDINATE ALL EQUIPMENT WITH THE OTHER TRADES. THESE CONTRACTORS SHALL BE RESPONSIBLE FOR FINAL HOOK-UP OF ALL EQUIPMENT NOT FURNISHED BY THEM BUT REQUIRING THE SAME FOR FINAL COMPLETION. Heating/HVAC/Ventilation - Per WSEC M1507.3 Mechanical Whole House Ventilation: Provide 4" min. fresh air inlets compliant with M1507.3.4.4 where necessary at each habitable space per code. All doors to be undercut per code to a minimum of 2" where necessary for air flow. VERIFY EXISTING WHOLE -HOUSE VENTILATION INTEGRATED AT FORCED AIR SYSTEM PER CODE (IRC M1507.3.5). -Floors - new slab on grade will be insulated to R-10. - floor over garage or other unconditioned spaces (crawlspace, etc.) to be insulated with R-38 where new or opened to meet Prescriptive Efficient Building Envelope Option 1.3). Batt insulation shall be used where adequate framing depths exist. (contractor may increase framing depth over crawlspace areas to accommodate insulation depth where possible provided FF levels remain as designed) to avoid R-value loss due to compression. Any floor framing depths/cavities not deep enough to meet R-38 with batt insulation shall be insulated to R-38 with with spray -applied JM Corbond III closed -cell spray polyurethane foam insulation (JM Corbond III/ES REPORT #0146). - Floors between conditioned spaces to be insulated for sound. Note: Plumbing, Mechanical, and Electrical Work to be permitted separately OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work ADDITION / REMODEL Address 10624 243RD PL SW Owner ------------------------------SCHELL -------- ------------------------ Approved Date : 9/09/2021 -- ----------- - ------ VGW Building Official W. V vqAa� Permit Number BLD2021-1083 SHEET INDEX A0.0 PROJECT DATA, NOTES, CALCS ------- 2015 SURVEY (PRIOR TO PREVIOUS ADDITION) A0.1 SITE PLAN A1.0 MAIN LEVEL PLAN & WINDOW/DOOR SCHEDULES A1.1 UPPER LEVEL PLAN A2.0 NORTH & SOUTH ELEVATIONS A2.1 EAST & WEST ELEVATIONS A3.0 BUILDING SECTIONS S1.1 GENERAL STRUCTURAL NOTES S2.1 MAIN FLOOR FRAMING/FOUNDATION PLAN S2.2 UPPER FLOOR/LOW ROOF FRAMING PLAN S2.3 UPPER ROOF FRAMING PLAN S3.1 CONCRETE DETAILS S4.1 TYPICAL WOOD FRAMING DETAILS S4.2 WOOD FRAMING DETAILS SARA WISE DESIGN DESIGNER / AGENT 3252 26th Ave West Seattle, WA 98199 425.922.8340 cell sarawise@me.com sarawise.com SCHELL RESIDENCE 10624 243RD PL SW EDMONDS, WA 98020 PERMIT DRAWINGS PROJECT #: BLD2021-1083 SUBMITTAL DATE: 20 JULY 2021 COPYRIGHT 2021 SARA WISE DESIGN SEATTLE, WA CONTENTS SYMBOLS GENERAL NOTES PROJECT DATA CONTACTS SHEET INDEX REVISIONS 30 AUG 2021 CITY STAMP RESUB Sep 05 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A000 LEGAL DESCRIPTION POGRAPHIC & BOUNDARY SURVEY LOT 36, BLOCK 1, H.K. SCHROEDER'S REPLAT OF FOREST GLENN, VOL. 15, PAGE 25-26, SNOHOMISH COUNTY SIS OF BEARINGS ACCEPTED A BEARING OF N 02°05'42" E ALONG THE CENTERLINE OF 105TH AVE W PER H.K. SCHROEDER'S REPLAT OF FOREST GLENN, VOL. 15, PAGE 25-26 REFERENCES 1. REPLAT OF H.K. SCHROEDER'S REPLAT OF FOREST GLENN, VOL. 15, PAGE 25-26 VERTICAL DATUM NAVD 88 GPS OBSERVATION SURVEYOR'S NOTES 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN FEBRUARY OF 2015. 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. BURIED UTILITIES SHOWN BASED ON RECORDS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE IN THE FIELD. GEODIMENSIONS ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS OR ACCEPT RESPONSIBILITY FOR UNDERGROUND LINES WHICH ARE NOT MADE PUBLIC RECORD. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY. AS ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. 3. SUBJECT PROPERTY TAX PARCEL NO. 00564900103600 4. SUBJECT PROPERTY AREA PER THIS SURVEY IS 9450f S.F. (0.22f ACRES) 5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN HEREON. 6. INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND REVERSE ANGLES, NO CORRECTION NECESSARY. MEETS STATE STANDARDS SET BY WAC 332-130-090. LEGEND ASPHALT SURFACE (_) SEWER MAINTENANCE �444444C xBUILDING SIZE TYPE O ) TREE (AS NOTED) CONCRETE SURFACE BENCHMARK q 88 CONTOUR (MAJOR) 102— CONTOUR (MINOR) PP o----0 POWER POLE W/ LIGHT DECK GUY ANCHOR P ❑ POWER METER ❑ o— FENCE LINE (WOOD) WM ❑ WATER METER ►fit MONUMENT IN CASE (FOUND) G GAS LINE SD STORM LINE REBAR & CAP (SET, LS# 15025) SS SEWER LINE F -1 INLET (TYPE 250A) O IRON PIPE (FOUND) — — EAVE LINE PP O POWER POLE VICINITY MAP kllliiiiiii N.T.S. Totem Pole Lai - �F #r Berry Ln J1 4W CIL Iwo SITE - - - - NW 205th-St - - - 76th o NW 204th St N'IdMd' 204th St 242nd A SW ,%*?rd P'1 SW -NW 205tkt 10 0 5 10 ( IN FEET ) 1 inch = 10 ft. — SD S — SS c �S SS - SET RE SET REBAR AN LS# o c� N 87°54'18" W 315.00' V U IOUS SURFACES OVERAGE S.F. LOT COVERAGE 1, 486 15.72� 383 4.05% 520 6.56% 295 2784 29.46% FOND MON IN CASE BRASS DISC It It DOWN 0.6 I rR- FOUND MON IN CASE BRASS DISC DOWN 0.8 rR- wa z 0 o Cu O - Cn Cn fv O m m m Cn Z O G7 O Lu ry w 0 U) w � o 0 z o Q� N � Q o z C° Lo ~ o O m o pp (j z w -i u U U° _ n- Q � w w O° 0 Lu U w Cf) Q Q J � CL co c� N O J � p = o w U CO o c c 00 LA ui O� c c o 0 O Q c c D � v CIO 4J N O o Cl Q v Z5 Q 00 v 00 v s_ L 00 Ln rUo c d. Ln 2: N .--1 t- O O 00 C: 0 0 ,Q U C U7 C O C Q) 0 100 a� C� JOB NUMBa 05 2dg0121 DATE: CITY OF EDMON12/1 1115 DRAFTED BY DEPARTMENT AB CHECKED BY: EJG/SRM SCALE: 1 "= 10' REVISION HISTORY 04/02/15 1 ADD SPOT ELEV'S 0051071151 ADD UTILITIES ■ ■ SHEET NUMBER ■ 1 OF 1 PER CITY OF EDMONDS RESIDENTIAL SITE DEVELOPMENT STANDARDS (#P77a), MAX LOT COVERAGE FOR RESIDENTIAL 8 SHALL BE A MAX OF 35%. E IMPERVIOUS SEMI -PERVIOUS SURFACES TYPE COVERAGE S.F. LOT COVERAGE BUILDINGS 1745.54* 18.47% EAVE LINE 491.1 CONCRETE 600 ASPHALT 295 TOTALS 13131.64 *NOTE: 227 SF OF BUILDING SF TOTAL ARE (E) SHEDS BUILT AFTER 1977. TOTAL LOT AREA: 9450SF P IMPERVIOUS SEMI -PERVIOUS SURFACES TYPE COVERAGE S.F. LOT COVERAGE BUILDINGS 1988.34* 21 EAVE LINE 517.76 CONCRETE 236.11 ASPHALT 1295 WOOD PATIO 15" HT 247.25 TOTALS 3284.46 *NOTE: 227 SF OF BUILDING SF TOTAL ARE (E) SHEDS BUILT AFTER 1977. THE PROPOSED ADDITION ADDS 242.8 SF OF NEW BUILDING FOOTPRINT AREA AND 26.66 SF OF ADDITIONAL EAVE AREA. IT ALSO DEMOLISHES APPROX. 363.89 NET SF OF (E) CONCRETE PATIO & ADDS APPROX. 247.25 SF OF WOOD DECK AT ONLY 15" HEIGHT ABOVE GRADE. TOTAL LOT AREA:�450SFi-----� W W 0 aoa V) W SO/ SDI SDI SDI SDI SDI SDI a9k� a96ry �� SD S SDI SD SDI SDI SD 0= _- SD = SDI SD-SD9�-;Ota-SD-��D- D �_�� SDI SD ASPHALT GUTTER/SWALE� C 25OA IM= IR300.111 243RD (N,S)12" CMP=297.96 Ul fl kry U) SS SS PL fl �k ' SS SS SS SS SS N SS SS SS SS SS SS /I N SS SS SS SS SS SS SS -I - SS ASPHALTT GUTTER/SWALE o I SS SS a9 \ e I RIM CHNL 7 SS SS -Ss -SS SS SS- ^�� yy-�Eti99� a90� I CTR CHNL=291.37 SS ;ZOA I- o S SS SS a• SS 9a�- 3F`�-g B o SS_SS 95a9'=299.83 ( 12 CMP= SS SS SS O PP UM POINT o 1 ,/ SS 299. PER POSSIBLE LOCATION J/ ^ SURVEY BENCH MARK �I SEWER LINE BASED ON a9ryo ��b 99. (+100' @ EL=300.99 CALED LOCATIONS PER T, ,... I CITY OF EDMONDS GIS NOTES: - SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR MORE DETAILED EXISTING SITE INFORMATION INCLUDING ADDITIONAL DIMENSIONS, ETC. - ALL (E) PAVED SURFACES EXISTED PRIOR TO 1977 AS THEY WERE BUILT WITH THE EXISTING HOME IN 1957. - (2) SHEDS (TOTAL 227 SF) ON SITE ARE ASSUMED TO HAVE BEEN BUILT AFTER 1977 (ACTUAL CONSTRUCTION DATES ARE UNKNOWN). - ZONED RS-8. SINGLE FAMILY RESIDENCE. BUILDING HEIGHT CALCULATIONS: A = +99.47' B = +98.87' C = +98.87' D = +98.77' AVERAGE GRADE PER DATUM BASELINE = +99.00' (298.83' ACTUAL ELEVATION PER SURVEY) MAXIMUM ALLOWED HEIGHT (AVERAGE + 25) _ +124.00' PER DATUM BASELINE (323.83' MAX. ALLOWED ACTUAL ELEVATION PER SURVEY) MAX. HEIGHT RIDGE @ PREVIOUS (2015) UPP -LEVEL ADDITION = +123.02' PER DATUM BASELINE (322.85ACTUAL MAX. BUILT ELEVATION PER SURVEY) MAX. HEIGHT RIDGE @ CURRENTLY -PROPOSED GRADE -LEVEL ADDITION = +112.31' PER DATUM BASELINE I (312.14' ACTUAL (P) ELEVATION PER SURVEY) (E) CONCRETE 901" LANDING/STEP TO - I �I \ REMAIN (E) PORTION OF CONCRETE PATH TO REMAIN 70.55 SF) I 00 E GRADE:298.6' (D=+98.77' PER DATUM) i 242.8 S.F. ADDITION @ GRADE LEVEL (NET FOOTPRINT INCREASE FOR "STRUCTURES" LOT COVERAGE) MODIFY/ADD TO (E) CONCRETE PATH TO RE-ROUTE AROUND ADDITION TO NEW WOOD PATIO (15.75 SF (N) ADDITIONAL CONCRETE AREA) T-6" SIDE YA NEW WOOD PATIO W/STEP TO (E/P) GRADE (247.25 SF) (@ +/- 15" ABV. (E) GRADE) DEMOLISH (E) CONCRETE - PATIO (379.64 SF DEMOLISHED CONCRETE AREA) (P) STRUCTURAL LOT COVERAGE TYPE BUILDINGS/ STRUCTURAL LOT COVERAGE (ZONE RES. 8 MAX. = 35%) BUILDINGS/STRUCTURES STRUCTURES (SF) (AREA OF STRUCTURES/LOT AREA OF 9450 SF) MAIN HOUSE INCL. 242.8 SF (P) ADDITION 1988.34** + (2) EXIST. SHEDS MEASURED @ EXT. WALLS (NOT INCL. EAVES WHICH ARE 24" OR LESS, TYP. & NOT INCL. (P) LOW 15" HT. DECK, WHICH IS NOT DEFINED AS A "STRUCTURE" PER ECDC 21.90.150) TOTALS 11988.34 11988.34 SF STRUCTURES/9450 SF LOT AREA = 21.04% **NOTES/DEFINITIONS: PER ECDC 21.15.110 "COVERAGE" MEANS: THE TOTAL GROUND COVERAGE OF ALL BUILDINGS OR STRUCTURES ON A SITE MEASURED FROM THE OUTSIDE OF EXTERNAL WALLS OR SUPPORTING MEMBERS OR FROM A POINT TWO AND ONE-HALF FEET IN FROM THE OUTSIDE EDGE OF A CANTILEVERED ROOF, WHICHEVER COVERS THE GREATEST AREA. 1 PER ECDC 21.90.150 "STRUCTURE" MEANS: A COMBINATION OF MATERIALS CONSTRUCTED AND ERECTED PERMANENTLY ON THE GROUND OR ATTACHED TO SOMETHING HAVING A PERMANENT LOCATION ON THE GROUND. NOT INCLUDED ARE RESIDENTIAL FENCES LESS THAN SIX FEET IN HEIGHT, RETAINING WALLS, ROCKERIES, AND SIMILAR IMPROVEMENTS OF A MINOR CHARACTER LESS THAN THREE FEET IN HEIGHT. SDI SD- SDI SD__ SDI SD-_ SD SD SD SD 15'-8 b/4" I 18" DE0C 19^h i I XT^ IU 1 Im 6 e^ W L U 21 co 'I NI 0 ii Q• i.r `o 1-6' o .- STEP, TYP 21'-6" (F�) wObD\10 -2T-10 3/4" (P) ADDIrc r, SET REBAR AND CAP WM LS#15025 . - . N 87*54'18" W 70.00' m' -.-.-•-•- 70.0 � (E) DRIVEWAY 99e �A TO REMAIN �9,� e 28" FIU Q w Z U �b6 Q 0" FIFA 18" E O u- w i o .. `JJ / + o 0 9� 9a�� P (E) RONT ENTRY En 4- e e LAN ING FROM (E) CN (E) GRADE: ya FRO. PATH P PAT 1299.3' TO WAI 99e xy900 (A= +99.47' i PER DATUM) xq�h. a RON PIPE P 3E 0.1 S OFF ERTY OR 10 -- -------------- li � I� Xry9� 'U IN 9� I (E) GRADE: 34" IC 298.7' N (B= +98.87' w' PER DATUM) SETBACK -6 SIDE YARD SETBACK T-71/4" +/- (E) ,�----- - 28'-9" +/- @p e' 0^9 EAVE LINE I .� HOUSE TO PROP. I UPPER LEVEL (E) 9 LINE I I I �J e I I+ > LU 2'-0" (P) TYP. J M E & W EAVES OO LU @ (E) UPPER I T w w N a GABLEw ROOFwjmo <0 - II - - 25. � I (E) SINGLE FAMILY q RESIDENCE (ZONED RS-8) @ 2' 1 1/2" 10624 243RD PL SW, (E) EAVES, \ TYP. EDMONDS, WA 98020 \ I -�� 1 T-11 /4" �3 6, (E) S S O (E) "(P) EAVE - TYP 29$ TRADE: (C= +98.87' ...AREA OFv(i~I W PER DATUM) 6 90 WORK I o P P 000 0 SQ F o 0 2 �51� 9^ti 42, FIR cfl P _ _ _ _ 0 TBA 25-0" HROUGH LOT SECK 9^0 Q X 0 (D U � Q O In Lu 0 Erg N 0 N 87*54'18" W 70.00�I C o Cn '-5 1/2" (Pb 6Cn z CI I II I 12" DECO Cn N I1 I 1� la m o w cn • p zo I`I� 9^ti SET REBAR AND CAP 6 LS# 15025 96 `SET REBAR AND CAP LS# 15025 SD SD SD SD SD SD D SD SD SD SD D SDI SDI SDI SD 0 Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. SARA WISE DESIGN DESIGNER / AGENT 3252 26th Ave West Seattle, WA 98199 425.922.8340 cell sarawise@me.com sarawise.com SCHELL RESIDENCE 10624 243RD PL SW EDMONDS, WA 98020 PERMIT DRAWINGS PROJECT #: BLD2021-1083 SUBMITTAL DATE: 20 JULY 2021 OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE COPYRIGHT 2021 SARA WISE DESIGN ALL DISTURBED SOILS SHALL BE SEATTLE, WA COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR CONTENTS APPROVED EQUAL. SITE PLAN OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING AVERAGE GRADE/ ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY BUILDING HEIGHT & UTILITIES MAY REQUIRE A SEPERATE PERMIT. LOT COVERAGE/ IMPERVIOUS SURFACE ENGINEERING DIVISION CALCULATIONS APPROVED REVISIONS 09/13/2021 zj� 30 AUG 2021 BLD2021-1083 Zone RS-8 Through X Flag Setbacks- Required Proposed Street N 25 25+ Sides W/E 7.5/7.5 15.7/26.5 Rear 25 70 Street S 25----; 13.31 Height -- SITE PLAN OEM SCALE: 1" = 1U-0" 0 2.5' 5' 10, 20' CITY STAMP RESUB Sep 05 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A0.1 SARA WISE DESIGN SCHELL RESIDENCE 10624 243RD PL SW EDMONDS, WA 98020 WINDOW SCHEDULE PLAN ID TYPE QTY. WIDTH (IN) HEIGHT (IN) AREA (SF) U-VALUE UA NOTES (RO) (RO) (RO) (OR BETTER) 1 SLIDER 1 38 40 10.6 0.28 3.0 1,4,6,9 1.1 FIXED 1 28 62 12.1 0.28 3.4 1,2,3,4,6,9 1.2 SLIDER 1 86,75 40 0.3 0.28 0.1 1,4,6,8,9 1.3 CASEMENT 11 20.5 140 15.7 10.28 11.6 1,4,6,9 TOTAL 4 NOTES CONTRACTOR TO VERIFY ALL RO SIZES AT WINDOWS AND DOORS BEFORE ORDERING - ESPECIALLY AT EXISTING RO LOCATIONS TO REMAIN AND AT TIGHT FRAMING CONDITIONS (FLOOR -TO -CEILING UNITS AT FLUSH-BEAM/NO TOP PLATE CONDITIONS, ETC.). ANY DISCREPANCIES OR INCONSISTENCIES BETWEEN SCHEDULES AND/OR DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE DESIGNER IMMEDIATELY FOR RESOLUTION. ALL UNITS TO BE VINYL UNLESS OTHERWISE NOTED. CONTRACTOR IS RESPONSIBLE FOR FINAL DIMENSIONAL ACCURACY CROSS-CHECK WITH DESIGNER DETAILS, ETC. 1. Measurements taken at RO. Noted from exterior. 2. Fixed Glazing 3. Safety glass (tempered) as required per code (wet locations, within 24" of door swing, sill at/below 18" above FF) per SRC R308.4. 4. Operable portion per drawings 5. Aligns with another unit above or below 6. Divided light/operable vs fixed portions per drawings 7. Glazing stopped -in for minimal frame profile - must be insulated unit (spacer bar, gas -filled) with glazing specs to match all other windows (tint, etc.) 8. Wet location: Material must be suitable for contact with water at the interior (kitchen sink location, etc.) 9. NFRC CERTIFIED VINYL WINDOWS DOOR SCHEDULE PLAN ID TYPE QTY. WIDTH (IN) HEIGHT (IN) AREA (SF) U-VALUE UA NOTES RO (U.N.O.) RO (U.N.O.) (MIN. REQUIRED) 1.0 INTERIOR SWING 1 30 80 16.7 NA 1 1.1 INTERIOR SWING 1 30 80 16.7 NA 1 1.2 SLIDER 1 84 80 46.7 0.28 13.1 1,2,3,4,6 TOTAL 3 NOTES: ALL MEASUREMENTS TAKEN AT RO FOR STANDARD DOOR PANEL. CONTRACTOR TO VERIFY ALL RO SIZES AT WINDOWS AND DOORS BEFORE ORDERING - ESPECIALLY AT EXISTING RO OPENINGS TO REMAIN. ANY DISCREPANCIES OR INCONSISTENCIES BETWEEN SCHEDULES AND/OR DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE DESIGNER IMMEDIATELY FOR RESOLUTION. NOTE: ALL NEW INTERIOR DOORS TO BE SOLID -CORE PAINT -GRADE TO MATCH EXISTING U.N.O., UNDERCUT PER CODE FOR VENTILATION, U.N.O. 1. Standard panel size desired in pre -hung jamb, please notify designer if panel size will need to be non-standard 2. Keyed + deadbolt hardware + latch pull 3. Safety glass as req'd per code 4. Weatherstripping per code 5. Egress door 6. NFRC CERTIFIED Vinyl Door NOTE: ALL EXTERIOR DOORS TO BE VINYL/GLAZED UNITS NFRC CERTIFIED FOR MIN. U-VALUES, UNLESS NOTED OTHERWISE. (D_ I I I I � I i 0 --- - - - - - - I MAIN LEVEL SCALE: 1/4" = 1'-0" 0 PLAN - PROPOSED KITCHEN ADDITION NOTE: -36" HEIGHT RAILS, TYP. @ ALL STAIRS, DECKS OVER 30", ETC. PER CODE -ALL NEW EXTERIOR WALLS TO BE 2 X 6 FRAMING, U.N.O. -ALL DIMENSIONS NOTED ARE TO FACE OF FINISH, U.N.O. O WINDOW 0 EXISTING WALL TO REMAIN O DOOR ® NEW WALL 0 SMOKE DETECTOR C - - - FLOOR/ROOF/OBJECT ABOVE O FAN PER CODE C ::1 WALL TO BE DEMOLISHED (MIN. CFM) T 6 AREA OF Mr)OV E) ARCH. NORTH DESIGNER / AGENT 3252 26th Ave West Seattle, WA 98199 425.922.8340 cell sarawise@me.com sarawise.com SCHELL RESIDENCE 10624 243RD PL SW EDMONDS, WA 98020 PERMIT DRAWINGS PROJECT #: XXXXXXX SUBMITTAL DATE: 20 JULY 2021 COPYRIGHT 2021 SARA WISE DESIGN SEATTLE, WA CONTENTS MAIN LEVEL PLAN WINDOW & DOOR SCHEDULES REVISIONS CITY STAMP RESUB Sep 05 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al 00 SARA WISE DESIGN (D_ 1.5 2 N 0 prj a 2' -0" + - (E) EAV S, . TYP.. 27'-10 �/8" @ ADDITION AREA OF__47 WORK NEW GABLE ROOF @ KITCHEN _ _- ADDITIONBELOW _-- _ N�o III I I I - FF I (E) EAVES @ 24" TYP I I I I I (E) HIP ROOF BELOW I I I I I I � _E� ------ I � I BEDROOM -201- EXIST. TO REMAIN Sp ❑50 MIN. ° 0 CFM -203- EXIST. TO REMAI - W/C 0 -202 II EXIST TO REMAIN O II I O I I I I � I I 0 N Q I 1.5 2 3 4 H4 EXIf I UPPER LEVEL PLAN (EXIST TO REMAIN) - W/PROPOSED KITCHEN ADDITION BE SCALE: 1/4" = 1'-0" NOTE: -36" HEIGHT RAILS, TYP. @ ALL STAIRS, DECKS OVER 30", ETC. PER CODE -ALL NEW EXTERIOR WALLS TO BE 2 X 6 FRAMING, U.N.O. -ALL DIMENSIONS NOTED ARE TO FACE OF FINISH, U.N.O. O WINDOW 0 EXISTING WALL TO REMA O DOOR NEW WALL s� SMOKE DETECTOR C — — — FLOOR/ROOF/OBJECT AB, FAN PER CODE C — :1 WALL TO BE DEMOLISHES (MIN. CFM) DESIGNER / AGENT 3252 26th Ave West Seattle, WA 98199 425.922.8340 cell sarawise@me.com sarawise.com SCHELL RESIDENCE 10624 243RD PL SW EDMONDS, WA 98020 PERMIT DRAWINGS PROJECT #: xxxxxxx SUBMITTAL DATE: 20 JULY 2021 COPYRIGHT 2021 SARA WISE DESIGN SEATTLE, WA CONTENTS UPPER LEVEL PLAN REVISIONS CITY STAMP RESUB Sep 05 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al 01 o N O N v op �bo o0 Cl) 1-9 +' MAXIMUM ALLOWED HEIGHT (+124.0' PER DATUM BASELINE) +25'-05' FROM AVERAGE GRADE +322.85' ACTUAL MAXIMUM HEIGHT @ EXIST RIDGE (+123.02' PER DATUM _ +24'-0 4' FROM AVERAGE GRADE +317.49' (E) TOP OF TOP PLATE @ UPPER LEVEL 117.66' PER DATUM BASELINE) +313.7' E) TOP OF RIDGE @EXIST. (LOWER) HIP ROOF (113.87' PER DATUM BAS (P) TOP OF RIDGE (aD PROPOSED (LOWER) KITCHEN ADDITION ROOF.(112.31' PER DATUM - 'FROM AVERAGE GRADE OIL +309.37 (E) TOP OF SUBFLOOR UPPER LEVEL 109.54' PER DATUM BASELINE) +308.27' (E) FINISHED CEILING @ MAIN LEVEL 108.44' PER DATUM BASELINE) `1 +307.9'-308.0' (E) TOP OF EAVES (PER SURVEY) (108.07'-108.17' PER DATUM BASELINE) 307.86' NEW TOP PLATE @ ADDITION 108.03' PER DATUM BASELINE) FINISHED FLOOR (E & P) MAIN LEVEL (100.77' PER DATUM BASELINE) +2 19.7' FINISHED F R RAGE 99.87' PER D BASELINE_ n +298.83' AVERAGE GRADE +99.0' PER DATUM BASELINE) T 5 4 3 2 1.5 I EXISTI G ROOF EXISTING ROOF 0 < < XISTING ROOF 1\ TIGHTLINE ALL NEW DOWNSPOUTS PER 6 CODE, TYP. +' MAXIMUM ALLOWED HEIGHT (+124.0' PER DATUM BASELINE) FROM AVERAGE GRADE +322.8T ACTUAL MAXIMUM HEIGHT @ EXIST RIDGE (+123.02' PER DATUM I FROM AVERAGE GRADE +317.49' (E) TOP OF TOP PLATE @ UPPER LEVEL +313.7' (E) TOP OF RIDGE @ EXIST. (LOWER H) IP ROOF +312.14' (P) TOP OF RIDGE (d PROPOSED (LOWER) KITCHEN ADDITION R01 = +13.31' FROM AVERAGE GRADE +309.37' (E) TOP OF SUBFLOOR UPPER LEVEL +308.27'(E) FINISHED CEILING MAIN LEVEL +307.9'-368.0' (E) TOP OF EAVES (PER SURVEY) 307.86' NEW TOP PLATE @ADDITION +300.6' FINISHED FLOOR (E & P) MAIN LEVEL +298.83' AVERAGE GRADE (+99.0' PER DATUM BASELINE) NEW ROOF 12 3 1/41X ' (E) GRADE @ W CORNER 9 SLR / 1.3 1.2 I.I 2'-0" +/- S, 27'-10 5/8" PROPOSED KITCHEN ADDITION SOUTH ELEVATION - SHOWING PROPOSED KITCHEN ADDITION SCALE: 1/4" = 1'-0" TIGHTLINE ALL NEW DOWNSPOUTS PER CODE, TYP. +298.7' (E) GRADE @ SE CORNER @ "ENCLOSING RECTANGLE" INCL. ADDITION., /�, ROOF GRADE @ NW CORNER OF RECTANGLE SARA WISE DESIGN DESIGNER /AGENT 3252 26th Ave West Seattle, WA 98199 425.922.8340 cell sarawise@me.com sarawise.com SCHELL RESIDENCE 10624 243RD PL SW EDMONDS, WA 98020 PERMIT DRAWINGS PROJECT #: BLD2021-1083 SUBMITTAL DATE: 20 JULY 2021 COPYRIGHT 2021 SARA WISE DESIGN SEATTLE, WA CONTENTS NORTH & SOUTH ELEVATIONS REVISIONS A\ 30 AUG 2021 CITY STAMP RESUB Sep 05 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2� NORTH ELEVATION (NO CHANGES) / SCALE: 1/4" = 1'-0" A2mO SARA WISE DESIGN o Ln N O N +323.83' MAXIMUM ALLOWED HEIGHT (+124.0' PER DATUM BASELINE _ +25'-0" FROM AVERAGE GRADE +322.85' ACTUAL MAXIMUM HEIGHT @ EXIST RIDGE (+123.02' PER DATUM BASELINE _ +24'-0 4" FROM AVERAGE GRADE +317.49' (E) TOP OF TOP PLATE @ UPPER LEVEL 117.66' PER DATUM BASELINE) +313.7' E) TOP OF RIDGE @EXIST. (LOWER HIP ROOF (113.87' PER DATUM BASEL NE OIQ (P) TOP OF RIDGE A PROPOSED (LOWER) KITCHEN ADDITION ROOF.(112.31' P - +13.31' FROM AVERAGE GRADE +309.37' (E) TOP OF SUBFLOOR UPPER LEVEL (109.54' PER DATUM BASELINE) + .27' (E) FINISHED CEILING @ MAIN LEVEL (108.44' PER DATUM BASELINE) +307.9'-308.0' (E) TOP OF EAVES (PER SURVEY) (108.07'-108.17' PER DATUM BASELINE) 7.86' NEW TOP PLATE @ ADDITION 1( 08.03' PER DATUM BASELINE) i +300.6' FINISHED FLOOR (E & P) MAIN LEVEL (100.77' PER DATUM BASELINE) FINISHED FAR 6QRAGE (99.87' PER DATUM BASELINE_ +298.83' AVERAGE GRADE +99.0' PER DATUM BASELINE) DESIGNER / AGENT 3252 26th Ave West Seattle, WA 98199 425.922.8340 cell sarawise@me.com saraw ise. com SCHELL RESIDENCE 10624 243RD PL SW EDMONDS, WA 98020 PERMIT WEST ELEVATION - PROPOSED KITCHEN ADDITION DRAWINGS PROJECT #: SCALE: 1/4" = 1'-0" BLD2021-1083 SUBMITTAL DATE: 20 JULY 2021 A B C D COPYRIGHT 2021 SARA WISE DESIGN 8'-8 1/2" EXIST HOUSE SEATTLE, WA PROPOSED ADDITION CONTENTS EAST & WEST ELEVATIONS +323.83' MAXIMUM ALLOWED HEIGHT (+124.0' PER DATUM BASELINE) _ +25' 0" FROM AVERAGE GRADE +322.85' ACTUAL MAXIMUM HEIGHT @ EXIST RIDGE (+123.02' PER DATUM BASELINE = +24'-0 4' FROM AVERAGE GRADE REVISIONS +317.49' (E) TOP OF TOP PLATE @ UPPER LEVEL 117.66' PER DATUM BASELINE) ZL� 30 AUG 2021 10'-8 1/2" PROPOSED ADDITION OE +313.7' E) TOP OF RIDGE EXIST. (LOWER) HIP ROOF (113.87' PER DATUM BASELINE .(P) TOP OF RIDGE 0 PROPOSED LOWER KITCHEN ADDITION ROOF+(112.31-PER DATUM BASELINE l = +13.31' FROM AVERAGE GRADE �+309.37- (E) TOP OF SUBFLOOR UPPER LEVEL (109.54' PER DATUM BASELINE) CITY STAMP + 27' (E) FI.NISHED CEILING @ MAIN LEVEL (1Q 44- PER DATUM BASELINE) +307.9'-308.0' (E) TOP OF EAVES (PER SURVEY) (108.07'-108.17' PER DATUM BASELINE) 07.86' NEW TOP PLATE @ ADDITION 1( 08.03' PER DATUM BASELINE) ol 2'-0" +/_ i.o OE (P) EAVE RESUB +300.6' FINISHED FLOOR (E & P) MAIN LEVEL (100.77' PER DATUM BASELINE) Sep 05 2021 +299.7' FINISHED F R RAGE 99.87' PER D BASELINECITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT +298.83' AVERAGE GRADE +99.0' PER DATUM BASELINE +298.7' (E) GRADE @ +298.7' (E) GRADE @ NE CORNER NEW DOWNSPOUT SE CORNER @ (OF "RECTANGLE BOX") 1 "ENCLOSING RECT." q g C D INCL. ADDITION . v 2 EAST ELEVATION - PROPOSED KITCHEN ADDITION SCALE: A201 n +323.83' MAXIMUM ALLOWED HEIGHT (+124.0' PER DATUM BASELINE) ' FROM AVERAGE GRADE +322.85' ACTUAL MAXIMUM HEIGHT @ EXIST RIDGE (+123.02' PER DATUM BASE _ +24'-0 �" FROM AVERAGE GRADE a d'(E E +312.14'(F - +13.31' F o � LO c� o +309.37' (E �(E +307.9'-301 307.86' NE C 0? c co 00 +300.6' FIN +2 .7' FIN +n 298.83' A\ ) TOP OF TOP PLATE @ UPPER LEVEL (117.66' PER DATUM BASELINE) TOP OF RIDGE @EXIST. (LOWER) HIP ROOF (113.87' PER DATUM BASE ) TOP OF RIDGE (d PROPOSED (LOWER) KITCHEN ADDITION ROOF_(112.31' PER DATUM ROM AVERAGE GRADE TOP OF SUBFLOOR UPPER LEVEL 109.54' PER DATUM BASELINE) FINISHED CEILING @ MAIN LEVEL 108.44' PER DATUM BASELINE) .0' (E) TOP OF EAVES (PER SURVEY) (108.07'-108.17' PER DATUM BASELINE) N TOP PLATE @ ADDITION 108.03' PER DATUM BASELINE) SHED FLOOR (E & P) MAIN LEVEL (100.77' PER DATUM BASELINE) SHE R RAGE 99. 7' PER D BASELINE_ 'ERAGE GRADE (+99.0' PER DATUM BASELINE) +323.83' MAXIMUM ALLOWED HEIGHT (+124.0' PER DATUM BASELINE) _ +25'-0" FROM AVERAGE GRADE +322.85' ACTUAL MAXIMUM HEIGHT @ EXIST RIDGE (+123.02' PER DATUM BASE = +24'-0 4' FROM AVERAGE GRADE +317.49' (E) TOP OF TOP PLATE @ UPPER LEVEL (117.66' PER DATUM BASELINE) +313.7' (E) TOP OF RIDGE @EXIST. (LOWER) HIP ROOF (113.87' PER DATUM BASE (P) TOP OF RIDGE(& PROPOSED (LOWER) KITCHEN ADDITION ROOF_(112.31' PER DATUI o - +13.31' FROM AVERAGE GRADE L0 c� o +309137' (E) TOP OF SUBFLOOR UPPER LEVEL 109.54' PER DATUM BASELINE) +308.27- (E) FINISHED CEILING @ MAIN LEVEL 108.44' PER DATUM BASELINE) +307.9'-308.0' (E) TOP OF EAVES (PER SURVEY) (108.07'-108.17' PER DATUM BASELINE) 307.86' NEW TOP PLATE @ ADDITION 108.03' PER DATUM BASELINE) BO 00 _, M ^ ,n +300.6' FINISHED FLOOR (E & P) MAIN LEVEL (100.77' PER DATUM BASELINE) +2 .7' FINISHED F R RAGE 99.87' PER D BASELINES n +298.83' AVERAGE GRADE (+99.0' PER DATUM BASELINE) D C B A 8'-10 1/2" 8'-8 1/2" J)nTnn�TION @ PROPOSED KITCHEN ADDITION �2� BUILDING SECTION @ PROPOSED KITCHEN ADDITION SCALE: 1/4" = 1'-0" TYP. (P) VAULTED ROOF OVER CONDITIONED SPACE CONSTRUCTION: _ COMPOSITE SHINGLE ROOFING TO MATCH EXIST. 0/ _ ROOFING UNDERLAYMENT O/ _ ROOF SHEATHING PER STRUCT. O/ _ 2 X 8 RAFTERS PER STRUCT. W/ _ JM CORBOND III' CLOSED -CELL SPRAY FOAM INSULATION @ R=7/INCH (OR INSPECTOR -APPROVED EQUIV. @ 5.5" MIN. TO R-38" MIN. PER CODE) 0/ 5/8" GWB CEILING NOTE: . Per 2015 WSEC/IRC R806.5, the roof shall be constructed as an unvented assembly using spray foam insulation per Option 1/IRC R806.5 ("Air Impermeable' closed cell insulation sprayed directly to the underside of the roof sheathing for all insulation to R-38 rating). The spray foam must be installed by a certified installer. Johns Manville (JM) Corbond III Spray -Applied Polyurethane Insulation per the attached ER Report #0146 or an inspector -approved equivalent shall be used in the assembly. TYP. (P) NEW (EXTERIOR) WALL CONSTRUCTION: 3" WOOD SIDING TO MATCH EXIST., O/ _MOISTURE BARRIER, 0/ _PLYWOOD SHEATHING PER STRUCT., O/ _2x6 FRAMING PER STRUCT, W/ _R-21 BATT INSULATION, 0/ _VAPOR BARRIER, 0/ 1/2" GWB FLOOR CONSTRUCTION: _ FINISHED WOOD FLOORING TO MATCH EXIST 0/ _ PLYWOOD SUBFLOOR 0/ _ R-38 BATT INSUL BETWEEN 2X8 WOOD JOISTS O/ _ NEW CONIC FOOTING PER STRUC _ 10 MIL OR BETTER CRAWL BARRIER TO BE INSTALLED AT GRADE, VAPOR TAPE TO SEAL SEAMS, AROUND POSTS, AND AGAINST WALLS. CRAWLSPACE VENTILATION/SCREENING AS REQUIRED PER CODE NOTE: AT CONTRACTOR'S DISCRETION, USE DEEPER THAN SPECIFIED FLOOR JOISTS AND/OR FURRING TO ACCOMMODATE FULL R-38 BATT INSULATION THICKNESS (MAINTAIN FF LEVEL AS DESIGNED) TYP. (P) VAULTED ROOF OVER CONDITIONED SPACE CONSTRUCTION: _ COMPOSITE SHINGLE ROOFING TO MATCH EXIST. 0/ _ ROOFING UNDERLAYMENT 0/ _ ROOF SHEATHING PER STRUCT. 0/ _ 2 X 8 RAFTERS PER STRUCT. W/ _ JM CORBOND III` CLOSED -CELL SPRAY FOAM INSULATION @ R=7/INCH (OR INSPECTOR -APPROVED EQUIV. @ 5.5" MIN. TO R-38" MIN. PER CODE) O/ _ 5/8" GWB CEILING NOTE: • Per 2015 WSEC/IRC R806.5, the roof shall be constructed as an unvented assembly using spray foam insulation per Option 1/IRC R806.5 ("Air Impermeable" closed cell insulation sprayed directly to the underside of the roof sheathing for all insulation to R-38 rating). The spray foam must be installed by a certified installer. Johns Manville (JM) Corbond III Spray -Applied Polyurethane Insulation per the attached ER Report #0146 or an inspector -approved equivalent shall be used in the assembly. TYP. (P) NEW (EXTERIOR) WALL cnNICTRI ICTInNI' J" WOOD SIDING TO MATCH EXIST., O/ _MOISTURE BARRIER, 0/ _PLYWOOD SHEATHING PER STRUCT., O/ _2x6 FRAMING PER STRUCT, W/ _R-21 BATT INSULATION, 0/ _VAPOR BARRIER, 0/ 1/2" GWB FLOOR CONSTRUCTION: _ FINISHED WOOD FLOORING TO MATCH EXIST 0/ _ PLYWOOD SUBFLOOR PER STRUCT. 0/ _ R-38 BATT INSUL BETWEEN 2X8 JOISTS PER STRUCT. O/ NEW CONC FOOTING PER STRUC. W/ _ 10 MIL OR BETTER CRAWL BARRIER TO BE INSTALLED AT GRADE, VAPOR TAPE TO SEAL SEAMS, AROUND POSTS, AND AGAINST WALLS AND _ CRAWLSPACE VENTILATION/SCREENING AS REQUIRED PER CODE NOTE: AT CONTRACTOR'S DISCRETION, USE DEEPER THAN SPECIFIED FLOOR JOISTS AND/OR FURRING TO ACCOMMODATE FULL R-38 BATT INSULATION THICKNESS (MAINTAIN FF LEVEL AS DESIGNED) SARA WISE DESIGN DESIGNER / AGENT 3252 26th Ave West Seattle, WA 98199 425.922.8340 cell sarawise@me.com saraw ise. com SCHELL RESIDENCE 10624 243RD PL SW EDMONDS, WA 98020 PERMIT DRAWINGS PROJECT #: BLD2021-1083 SUBMITTAL DATE: 20 JULY 2021 COPYRIGHT 2021 SARA WISE DESIGN SEATTLE, WA CONTENTS BUILDING SECTIONS REVISIONS Al 30 AUG 2021 CITY STAMP RESUB Sep 05 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A300 CRITL MA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018 EDITION). 2. DESIGN LOADING CRITERIA: FLOOR LIVE LOAD ......................................... 40 PSF ROOF LIVE LOAD .......................................... 25 PSF SNOW .................... Ce=1.0, Is=1.0, Ct=1.1, Cs=1.0, Pg=25 PSF, Pf=20 PSF WIND ..................... GCpi=0.18, 100 MPH, RISK CATEGORY II, EXPOSURE "B" EARTHQUAKE ........... ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS SITE CLASS=D, Ss=128, Sds=102, S1=45, SD1=55, Cs=0.158 SDC D (DEFAULT), Ie=1.0, R=6.5 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 7. 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. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. QUAi F)" ASSl.;RANCE 9. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER EPDXY GROUTED INSTALLATIONS PER MANUFACTURER PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. GEOT C_ �H1,41,CAL 10. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE .................................... 1500 PSF RE � NO ,T i 0 N 11. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 12. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. 13. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. CORNERS SHALL NOT BE OVERCUT. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING. D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DRILL AND EPDXY DOWELS MATCHING THE NEW REINFORCING INTO THE EXISTING CONCRETE WITH 6" EMBED, UNLESS OTHERWISE NOTED ON PLANS. 14. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. CC► ,41C ETE 15. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS f'c = 2,500 PSI. 16. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-14, TABLE 19.3.2.1 MODERATE EXPOSURE, F1. 17. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, FY = 40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SPIRAL REINFORCEMENT SHALL BE DEFORMED WIRE CONFORMING TO ASTM A615, GRADE 60, FY = 60,000 PSI. 18. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315R-18 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 19. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.................................................3' FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) ........... 2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER)......... 1-1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS ........................ 1-1/2" SLABS AND WALLS (INT. FACE)........... GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" 20. CONCRETE WALL REINFORCING- -PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 6" WALLS #4 @ 16 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN 8" WALLS #4 @ 12 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN 10" WALLS #4 @ 18 HORIZ. #4 @ 18 VERTICAL 2 CURTAINS 12" WALLS #4 @ 16 HORIZ. #4 @ 18 VERTICAL 2 CURTAINS ANF:'r;n!Z+kGE 21. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2" WEDGE ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR- 3037, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE, HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. 22. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508. MINIMUM BASE MATERIAL TEMPERATURE IS 50 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD INSTALLATIONS. 23. CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "TITEN HD" HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2713 (CONCRETE), NO. ESR-1056 (CMU), INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED. WOOD 24. FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD No. 17, GRADING RULES FOR WEST COAST LUMBER, 2018, OR WWPA STANDARD, WESTERN LUMBER GRADING RULES 2017. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) AND BEAMS (4X MEMBERS) BEAMS (INCL. 6X AND LARGER) HEM -FIR NO. 2 MINIMUM BASE VALUE, Fb = 850 PSI DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI POSTS (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI (6X AND LARGER) DOUGLAS FIR -LARCH NO.1 MINIMUM BASE VALUE, Fc = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR -LARCH NO. 2 OR HEM -FIR NO. 2 25. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv =265 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 265 PSI. 26. MANUFACTURED LUMBER, PSL, LVL, AND LSL SHOWN ON PLAN ARE BASED PRODUCTS MANUFACTURED BY THE WEYERHAEUSER CORPORATION IN ACCORDANCE WITH ICC-ES REPORT ESR-1387. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2.OE WS) Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI LVL (2.OE-2600FB WS) Fb = 2600 PSI, E = 2000 KSI, Fv = 285 PSI LSL (1.55E) Fb = 2325 PSI, E = 1550 KSI, Fv = 310 PSI ALTERNATE MANUFACTURED LUMBER MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE MANUFACTURER'S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST HANGERS AND OTHER HARDWARE SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND HARDWARE SHALL SUBMITTED FOR REVIEW AND APPROVAL. SUBSTITUTED ITEMS SHALL HAVE ICC-ES REPORT APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 27. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 28. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 29. PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD U1 TO THE USE CATEGORY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA UC3B. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC4B. 30. FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE NOTED. WOOD TREATMENT CONDITION PROTECTION HAS NO AMMONIA CARRIER INTERIOR DRY G90 GALVANIZED CONTAINS AMMONIA CARRIER INTERIOR DRY G185 OR A185 HOT DIPPED OR CONTINUOUS HOT -GALVANIZED PER ASTM A653 CONTAINS AMMONIA CARRIER INTERIOR WET TYPE 304 OR 316 STAINLESS CONTAINS AMMONIA CARRIER EXTERIOR TYPE 304 OR 316 STAINLESS AZCA ANY TYPE 304 OR 316 STAINLESS INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%. WOOD MOISTURE CONTENT IN OTHER CONDITIONS (INTERIOR WET, EXTERIOR WET, AND EXTERIOR DRY) IS EXPECTED TO EXCEED 19%. CONNECTORS AND THEIR FASTENERS SHALL BE THE SAME MATERIAL. COMPLY WITH THE TREATMENT MANUFACTURERS RECOMMENDATIONS FOR PROTECTION OF METAL. 31. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITS" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS CONNECTED. 32. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2" 0.113" 8d 2-1/2" 0.131" 10d 3$$ 0.148" 12d 3-1/4" 0.148" 16d BOX 3-1/2" 0.135" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. 33. NOTCHES AND HOLES IN WOOD FRAMING: A. NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN JOISTS SHALL NOT EXCEED ONE -SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. HOLES BORED IN SOLID SAWN JOISTS AND RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE JOIST. B. IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS PERMITTED TO BE BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. C. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE NOTED. 34. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER CONSTRUCTION MANUAL" AND THE AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.10.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C.. LAP TOP PLATES AT JOINTS A MINIMUM 4'-0" AND NAIL WITH TWELVE 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON -CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0" ON -CENTER EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON -CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8" ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES)AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" ON -CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING BETWEEN RAFTERS AND JOISTS AT ALL BEARING POINTS WITH A MINIMUM OF (3) 16d TOE NAILS EACH END. TOE -NAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON -CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON -CENTER, MINIMUM TWO NAILS PER BLOCK, UNLESS OTHERWISE NOTED. STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2021 Swenson Say Faget - All Rights Reserved DESIGN: BDM DRAWN: NINn DJS APPROVED: BDM REVISIONS: DPD: PROJECT TITLE: Schell Residence 10624 243rd PI. SW Edmonds, WA 98020 ARCHITECT: Sara Wise Design 3252 26th Avenue West Seattle, WA 98199 PH 2O6.283.1411 FX 206.283.0157 sjw@sarawise.com ISSUE: PERMIT SHEET TITLE: GRS StAgEttra ftfll TY O EDMONDS ERVICES T SCALE: DATE: July 16, 2021 PROJECT NO: 01941-2020-04 SHEET NO: S1 0 I 2 3 4 5 6 l� Plan Notes Legend 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 0 2. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. ;-------- 3. EXISTING FRAMING ON PLANS IS ASSUMED. CONTRACTOR TO VERIFY DIRECTIONS AND EXTENTS. NOTIFY — — — — — ARCHITECT AND ENGINEER IF DIFFERENT. 0 4. THE BOTTOM OF ALL NEW EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW EXTERIOR GRADE. 5. NEW INTERIOR SLABS ON GRADE SHALL BE 4" MINIMUM THICKNESS. REINFORCE WITH #3 AT 16" O.C. CENTERED IN SLAB. BELOW SLAB PROVIDE A 10- MIL VAPOR BARRIER OVER 6" MINIMUM FREE DRAINING GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL. 6. TYPICAL NEW FLOOR FRAMING CONSISTS OF FLOORING PER ARCHITECT OVER 3/4" T&G APA RATED PLYWOOD FACE GRAIN PERPENDICULAR TO FRAMING PER PLAN, U.O.N. 7. NAIL NEW FLOOR SHEATHING W/ 8D AT 6" OC AT FRAMED PANEL EDGES AND OVER SHEARWALLS, AND AT 12" OC IN FIELD. 8. PROVIDE BLOCKING/BRIDGING AT 8'-0" O.C. IN NEW FLOOR FRAMING 9. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL HAVE FULL CONTINUOUS BEARING THROUGH FLOORS TO FOUNDATION. Main Floor Framing/Foundation Plan EXISTING WALL Scale: 1/4" - 1'-0" STRUCTURAL WALL OR POST ABOVE STEM WALL & FOOTING SPAN DIRECTION EXTENT OF JOISTS HEADER/BEAM PER PLAN STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 P: 2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.2$4-9470 ssfengineers.com Copyright 2021 Swenson Say Faget - All Rights Reserved DESIGN: BDM DRAWN: NHD CHECKED: DJS APPROVED: BDM REVISIONS: DPD: PROJECT TITLE: Schell Residence 10624 243rd PI. SW Edmonds, WA 98020 ARCHITECT: Sara Wise Design 3252 26th Avenue West Seattle, WA 98199 PH 2O6.283.1411 FX 206.283.0157 sjw@sarawise.com ISSUE: PERMIT SHEET TITLE: McRESUS Frhj/1 Foun&WyA R an Sc 1/4" = 1'-0" U.N.O. DATE: July 16, 2021 PROJECT NO: 01941-2020-04 SHEET NO: S2,01 CONT. CS16 @ HEADERS 4/S4.2 I L CONT. CS16 @ TOP PLATE EA. SIDE OF WALL I B -� C Plan Notes 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 3. EXISTING FRAMING ON PLANS IS ASSUMED. CONTRACTOR TO VERIFY DIRECTIONS AND EXTENTS. NOTIFY ARCHITECT AND ENGINEER IF DIFFERENT. 4. "W—" INDICATES PLYWOOD SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE FOR WALL ATTACHMENTS. ALL NEW EXTERIOR WOOD FRAMED WALLS ARE W6, U.O.N. 5. PROVIDE (2) BEARING STUDS AT EACH END OF ALL NEW HEADERS AND BEAMS OVER 3'-0" IN LENGTH, U.O.N. 6. PROVIDE LCE COLUMN CAP AND BASE AT ALL NEW BEAM TO COLUMN CONNECTIONS U.O.N. 7. ALL NEW POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL HAVE FULL CONTINUOUS BEARING THROUGH FLOORS TO FOUNDATION. 8. TYPICAL NEW ROOF FRAMING CONSISTS OF ROOFING PER ARCHITECTURAL DRAWINGS OVER 1/2" CDX APA RATED SHEATHING (EXPOSURE 1), FACE GRAIN PERPENDICULAR TO FRAMING PER PLAN, U.O.N. 9. NAIL NEW ROOF SHEATHING WITH 8D AT 6" O.C. AT ALL FRAMED PANEL EDGES AND OVER SHEARWALLS, AND AT 12"O.C. FIELD. 10. PROVIDE H1 AT ENDS OF ALL NEW RAFTERS, U.O.N. r-------------------------i Legend 0 0 Wx C CONT. D. S. -------------- --------------J 5 6 W6 ALL NEW EXTERIOR WALLS, U.N.O. (2)2x8 HEADER, Y @ ALL (N) HEAD R 4/S4.2 Li v I CONT. CS 6 @ TOP �A! (E) 2x6 RAFTERS @ 24"oc (E) 2x6 CEILING JOISTS @ 16"oc, TYP. U.N.O. (E) LSL 13/411 7/8 /n\ er Floor/Low Roof Framing Plan EXISTING WALL Scale: /4" = I —0" \\ STRUCTURAL WALL OR POST ABOVE STRUCTURAL WALL BELOW NON—STRUCTURAL WALL BELOW SPAN DIRECTION EXTENT OF JOISTS SHEARWALL PER PLAN HEADER/BEAM PER PLAN HANGER CONTINUOUS BEAM, NO SPLICES DRAG STRUT: NAIL W/ 8d @ 3"oc THRU SHEATHING U STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2021 Swenson Say Fag6t - All Rights Reserved DESIGN: BDM DRAWN: NHD CHECKED: DJS APPROVED: BDM REVISIONS: D� PROJECT TITLE: Schell Residence 10624 243rd PI. SW Edmonds, WA 98020 ARCHITECT: Sara Wise Design 3252 26th Avenue West Seattle, WA 98199 PH 2O6.283.1411 FX 206.283.0157 sjw@sarawise.com ISSUE: PERMIT SHEET TITLE: UppRE61US/ Law-mRbbf1 C6TY OF Fra EDMQVIPs T Ran M SCALE: 1/4" = 1'-o" U.N.O. DATE: July 16, 2021 PROJECT NO: 01941-2020-04 SHEET NO: S262 I 2 3 4 5 6 27'-10 5/8" @ ADDITION Z LLJ O_ Z J p LU � O a o _ ILL CV O O — 00 C� 00 O q - - - - o A 0 Q N 00 I I I I (E) PREMANUF. I TRUSSES @ 24"oc I I Li ' II I ++ I II L--J I I 2 3 4 5 6 Plan Notes Legend Upper Roof Framing Plan 1. NO STRUCTURAL WORK THIS LEVEL. 0 STRUCTURAL WALL BELOW Scale: 1/4" = 1'-0" NON—STRUCTURAL WALL BELOW SPAN DIRECTION EXTENT OF JOISTS Wx SHEARWALL PER PLAN HEADER/BEAM PER PLAN HANGER STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 P: 2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.2$4-9470 ssfengineers.com Copyright 2021 Swenson Say Faget - All Rights Reserved DESIGN: BDM DRAWN: NHD CHECKED: DJS APPROVED: BDM REVISIONS: DPD: PROJECT TITLE: Schell Residence 10624 243rd PI. SW Edmonds, WA 98020 ARCHITECT: Sara Wise Design 3252 26th Avenue West Seattle, WA 98199 PH 2O6.283.1411 FX 206.283.0157 sjw@sarawise.com ISSUE: PERMIT SHEET TITLE: U p pawa Febrohi@gi T OF EDMONDS DE jjSERVICES ENT SCALE: 1/4" = 1'-0" U.N.O. DATE: July 16, 2021 PROJECT NO: 01941-2020-04 SHEET NO: S2,a3 1/8" x 11/2" PRE -MOLDED SECOND POUR FIRST POUR cn SEE PLAN FOR SLAB CONT. MASTIC JOINT STRIP. <� �- a THICKNESS AND (joint may be saw cut at contractors option) PROVIDE 12" LONG DOUBLE REINFORCING (typ.) SEE PLAN FOR SLAB GREASED SMOOTH DOWEL @ a THICKNESS AND CONSTRUCTION JOINT TO o L/\/\/\ /\/\ /\/\ REINFORCING t MATCH SLAB REINFORCEMENT IN NX FOR SLABS GREATER\\\ \\\ PIPE SLEEVES \ \\ \\ \\ \\ \ \\ \\ /// /// 0501; i �i r r �i r r �r �i THAN 4" IN THICKNESS /\/\\ \ \ \/\ /\\/\ \/\ \ \ \� /\\/ REINFORCING /F \� /\ AS READ. x \r \/�\/ \\\j\\ \�/j�/j\ ell \ \ \ \ \ \ \ \ \ WITH I N INr�\\r�\\i�\\i�\\r�\\i�\\i�\\r�\\i 0 SLAB/\\i�\i�\i�\\i�\i�\i�\\i�\\i�\\i,\i�\\r�\��\��\\r�\\r�\��\\r�\\ " \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ %\\N N� TERMINATE EVERY OTHER BAR AT JOINT PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR \� 1�\ PROVIDE CONTROL OR CONSTRUCTION FILL PER PLAN '- "� //\ //�� \\/\\�\�/\\� \/\\/\\/\\/\\/\\/ 1 -6 , \/\\ \\/\ //\j/\j/\j/ ,//\j/\j/\j/\j/\j/\ //\j/ �� \i�\i�\ism in.y�\i�\i/ JOINTS IN SLABS ON GRADE TO BREAK PLASTIC VAPOR BARRIER UP SLAB INTO RECTANGULAR AREAS AND COMPACTED GRANULAR OF 250 SQUARE FEET OR LESS. AREAS \ 2'-0" min. EXCAVATION NOT FILL PER PLAN Control Joint TO BE APPROX. SQUARE AND HAVE NO Construction Joint ALLOWED BELOW ACUTE ANGLES. JOINT LOCATIONS TO THIS LINE BE APPROVED BY THE ARCHITECT. 2 Pipe and Trench Locations p Typical Slab Joints Yp HOLDOWN POST PER SCHEDULE - EDGE NAIL PER �I I II SW SCHEDULE HOLDOWN POST EDGE NAIL PER I I I PER SCHEDULE I SW SCHEDULE HDU HOEDOWN I I— \ FRAMING CONT. II I I CORNER BARS TO CORNER BARS TO II WHERE OCCURS STHD HOLDOWN II CORNER BARS TO MATCH CROSS WALL CORNER BARS TO MATCH CROSS WALL SHEARWALL PER PLAN = I I I FRAMING CONT. I MATCH EXTERIOR HORIZ. REINF. MATCH HORIZ. REINF. HORIZ. REINF. I I I WHERE OCCURS HORIZ. REINF. (alt. hooks) \ — — — u — — — — SHEARWALL PER PLAN EPDXY EMBED ALL -THREAD a ° Z. PER SCHEDULE ° -------- --------- - CONT. #4 @ HOLDOWN ° " ° d a � 2 min. end distance d ° LOCATION ° Holdown Schedule @°fnd. corners Lkn o. ADDITIONAL TYP. CORNER ADDITIONAL TYP. CORNER -- Holdown Schedule VERT. BARS BARS: 24 -F VERT. BARS BARS: F Plan Anchor A.B. Holdown Post O Mark Screws Bolt Embed if 2x4 if 2x6 Plan Nails Holdown Post 01 `e HDU2-SDS2.5 (6)SDS 1/4"x21/2' 5/8"0 12" (2) 2x4 (2) 2x6 Mark (.14801/4") if 2x4 if 2x6 LSTHD8 20 8" (2) 2x4 (2) 26 CROSS WALL CROSS WALL HDU4-SDS2.5 (10)SDS 1/4"x21/2" 5/8" 0 16" 44 46 5/8" 0 20" HDU5-SDS2.5 (14)SDS 1/4%21/2" 46 46 STHD10 24 10" 4x4 46 STHD14 30 14" 44 46 HDU8-SDS2.5 (20)SDS 1/4%21/2" 7/8" 0 24" 48 6x6 Double Curtain Single Curtain HDU11-SDS2.5 (30)SDS 1/4"x21/2" 1 "� 24" 4x10 6x6 (D MINIMUM SIZE OF POST AT END OF WALL UNLESS OTHERWISE HDU14-SDS2.5 (36)SDS 1/4"x21/2" 1910 24" 412 6x8 NOTED ON FRAMING PLANS. USE STHD# RJ AT RIM JOISTS - MAX CLEAR SPAN BETWEEN MINIMUM SIZE OF POST AT END OF WALL UNLESS OTHERWISE TOP OF CONCRETE AND TOP OF FLOOR 151/2". NOTED ON FRAMING PLANS. 6 Typical HDU Yp Holdown Typical STHD Holdown Yp Typical Corner Bars at Yp s g Concrete Walls and Footings O PANEL EDGE i PANEL EDGE NAILING OVER HOLDOWN (where occurs) PER PLAN W/ EPDXY GROUTED THRD. PANEL EDGE NAILING OVER NAILING OVER ALL HOEDOWN STUDS/POSTS ROD PER HOLDOWN SCHEDULE POST, PLINTH, & FTG. HOEDOWN STUDS/POST HOLDOWN POST HOLDOWN POST (E) WALL UPGRADED TO HOLDOWN (where occurs) A35 PER SHEARWALL PER SCHEDULE VERTICAL GRAIN BLKG. TO SHEARWALL PER PLAN PER PLAN W/ ALL -THREAD SCHEDULE SHEARWALL MATCH HOLDOWN STUDS/POSTS (N) 2x EA. SIDE OF POST TO MATCH A.B. SIZE IN VERTICAL GRAIN BLKG. TO PER PLAN HEADED BOLT OR ALL -THREAD W / �_ NAILING PER SHEARWALL A35 PER SHEARWALL SPANNING BETWEEN SUPPORTS. HOLDOWN SCHEDULE �_� MATCH HOEDOWN STUDS/POST WASHER & NUT SCHEDULE SCHEDULE NAIL TO POST W/ (3) 16d SHEARWALL PER PLAN (4) 8d INTO EA. BLOCK HDU HOLDOWN (typ.) (install w/ EA. 2x (2)#4 TOP PER SCHEDULE palm nailer P ) VERIFY OR PROVIDE (E) FULL NAILING PER SHEARWALL JOIST DIRECTION AND CONT. •� MIN #4 @ 12"oc DEPTH 2x RIM/BLKG. (E) JOIST & SHEATHING SCHEDULE (tT SHEATHING PER PLAN 1.5D E.W. TOP & BOT. 2x RIM JOIST I II "I L4(u.n.o. II on plan) POST PER PLAN (2)#4 CONT. TOP II II (N) FLOOR FRAMING (1 ea. side of a.b.) • PER PLAN - ABU SERIES BASE W/ (2) 16d THRU EA. 5/8"0 x 7" A.B. oO t; JOIST OR BLOCK 3D min. LUS HANGER EA. JOIST �9"' (E) 2x SILL PLATE \ \\ \\ \\ \\ \\ \\ \\ \\ WHERE JOISTS ARE 2x LEDGER TO MATCH II' 24 `�' URFP @ A.B. SPACING IN SHEARWALL X #4 @ 12"oc HORIZ. j / PARALLEL, PROVIDE 2x BLKG. @ 48"oc Holdown Schedule FLOOR DEPTH W/ (2) d 1 1 clr. SCHEDULE W/ (5)SDS/4x3 SCREWS SDS/4x3 SCREWS @ 2 1 2 0 EXP. BOLTS 4 conc. embed 6"oc \ \ \ ° \ \ \ \ O/ ( / \//\//\//\; & ) ;; ° ° ° ° °,° °, CTRD. \//\ %\\j � 4 @ 18"oc VERT. 1 �' # \/ / CTRD.(alt. bends) P.T. 2x6 PLATE W A.B. PER / SHEARWALL SCHEDULE (U.N.O.) 58"0 Plan Anchor Min. A.B. Embed (D) Holdown Post 0 Mark Screws Bolt i//\//\// a ° j \/\/\�� (E) FOUNDATION &\j�\jam\\�\\ EPDXY GROUT A36 THRD. \ / /\/j�//\//\// \\/\ d \/\\/ STEM WALL ROD PER HOLDOWN SCHEDULE, d , , , � ., ., .j .j` ��\j\\/�/\/\/ \ //\//\//\//\/ ,�\,�\,\ \ /\\/\\/�\,�\,\ '' \\\\\ _ �/\ � �\// @ 48"oc elsewhere (/ ) \/\/\ • ALL FASTENERS INTO PRESSURE \//\//� TREATED WOOD SHALL BE GALV. Stem Wall Footing if 2x4 if 2x6\i\\\\\\ HDU2-SDS2.5 1 1 5 0 12 4 (6)SDS /4 x2/2 /8 (2) 2x4 (2) 2x6 r\// ° \//� ,//\/\/\/\/\/\/\/\/\/ /\/\//\/�, _ - -- \\j/\\/\\ 1 °' 1 °' INSTALL AT SLIGHT ANGLE TO r\�// ° a °�//\� NOTES: ACHIEVE EDGE DISTANCE//\ `�',��\\��\\�/��/\\��\\�/��/\\��\\�/\\�/� \�/��/ �/// /\ \, OR STAINLESS STEEL PER 5 " HDU4-SDS2.5 (10)SDS /4 x2/2 /8 18 6 4x4 4x6 //\/, -REFER TO SW SCHEDULE FOR \//\//\//\//\//\//\/�\� ADDITIONAL INFORMATION. -SPECIAL INSPECTION REQUIRED FOOTING SIZE &REINF. PER PLAN 2 4 CONT. BOT. \ # � \ //'' ''// 5" \\ \ GENERAL NOTES � \ \ \ //''//' /'' ''//''' • REFER TO SHEARWALL SCHEDULE 8" 5" FOR ADDITIONAL RIM & SILL HDU5-SDS2.5 14 SDS 1 4%21 2" ( ) / / 5 8"� / SB5 8x24 / 7" 4x4 4x6 ALL FASTENERS INTO PRESSURE FOR EPDXY GROUTED INSTALL. PLATE SIZE REQUIREMENTS MINIMUM SIZE OF POST AT END OF WALL UNLESS OTHERWISE TREATED WOOD SHALL BE GALV. NOTED ON FRAMING PLANS. 9 OR STAINLESS STEEL PER GENERAL NOTES 10 12 Typical HDU Holdown Existing Framing at Crawl Space Post Footing w/ Slab on Grade - ABU Exterior Framing at Crawl Space STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 P: 2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.2$4-9470 ssfengineers.com Copyright 2021 Swenson Say Faget - All Rights Reserved DESIGN: BDM DRAWN: NHD CHECKED: DJS APPROVED: BDM REVISIONS: DPD: PROJECT TITLE: Schell Residence 10624 243rd PI. SW Edmonds, WA 98020 ARCHITECT: Sara Wise Design 3252 26th Avenue West Seattle, WA 98199 PH 2O6.283.1411 FX 206.283.0157 sjw@sarawise.com ISSUE: PERMIT SHEET TITLE: JOFEDS� DEVELOPMENT SERVICES DEPARTMENT SCALE: 3�4" = 1'-O" U.N.O. DATE: July 16, 2021 PROJECT NO: 01941-2020-04 SHEET NO: S34,1 TOP CHORD SPLICE (12)16d @ 4"oc IN 1 1 SHEARWALL PER PLAN ( ROWS AT EA. (2)16d @ EA. TYP. DOUBLE TOP PLATE SIDE OF SPLICE STUD, TYP. 3 3 2 2 BOTTOM CHORD A35 (at exterior walls only) SPLICE OMIT @ HEADERS < 6'-0" 1 1 TYPICAL STUDS W/ 2 SPACING PER PLAN (6)16d SHEARWALL PER PLAN —I)IF SHEARWALL OR 16d @ 12"oc AT OTHER WALLS TYP. STUDS BEAM OR HEADER INTERSECTING WALL PER PLAN (see left if shearwall) PROVIDE (2) BEARING STUDS U.O.N. 4'-0" min. BETWEEN SPLICES SPLICE TO OCCUR AT @PLYWOOD PANEL EDGE NAILING PER SHEARWALL SCHEDULE OF VERT. STUD TYP. @ BASE PLATE NAILING PER SHEARWALL SCHEDULE 16d @ 8"oc 2 Typical Top Plate Splice Typical Header Support w/2 Bearing Studs yp p p g Typical Shearwall Intersections yp PANEL EDGE NAILING OF SHEARWALL BELOW PROVIDE 4x JOIST OR BLKG. @ SHEARWALLS ABOVE W/ EDGE (4)8d INTO BLOCKING NAILING CLOSER THAN 4"oc EA. BLOCK BTWN. JOISTS JOISTS PER PLAN (1) JOIST BAY OF TOP PLATE CONNECTION 2x BLKG. @ 48"oc W/ A35'S (2)16d TOE NAILS (2)16d TOE NAILS EA. JOIST PANEL EDGE NAILING EA. BLOCK SHEATHING PANEL JOINT 2x BLOCKING W/ PANEL EDGE NAILING 2x BLOCKING BTWN. STUDS BOTTOM PLATE CONNECTION BTWN. STUDS PANEL EDGE NAILING d Bearing Wall Non —Bearing Wall NOTE: SEE SHEARWALL SCHEDULE FOR ALL NAILING AND CONNECTIONS, NOT OTHERWISE NOTED 5 6 Typical Shearwall Construction 8 Shearwall Schedule @@@@@@ SAWN OR MFR. 16d NAILING PER SCHEDULE Panel Edge Top Plate Connection Base Plate Connection LUMBER. 2x MIN. Mark Sheathing SEE NOTES FOR Nailing if TJI if Wood 9 at Wood 10 at Concrete ADDITIONAL 2x NAILER REQUIREMENTS 4 CDX PLYWOOD 8d @ oc 16d @ 6 oc A35 @ 24 oc 16d @ oc 5/8 0 A.B. @ 48„ oc W6 15/32 6 6 1/2" MAX. TO EDGE OF �� W4 15/32" CDX PLYWOOD 8d @ 4"oc 16d @ 4"oc A35 @ 16"oc (2)rows 16d @ 6"oc 5/8"0 A.B. @ 32"oc 16d NAILING PER SCHEDULE // WASHER W3 ® 15/32" CDX PLYWOOD 8d @ 3"oc (2)rows 16d @ 4"oc A35 @ 12"oc (2)rows 16d @ 6"oc 5/8"0 A.B. @ 24"oc Detail A Detail C W2 @ 15/32" CDX PLYWOOD 8d @ 2"oc (2)rows 16d @ 4"oc A35 @ Toc (2)rows 16d @ 4"oc 11 5/8"0 A.B. @ 16"oc @ BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d @ 12"o.c. 3/8" 1/2" @ 8d NAILS SHALL BE 0.131"0 x 2 1/2" (common) — 16d NAILS SHALL BE 0.135"0 x 3 1/2" (box) min typ. @ EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. TITEN HD SCREW ANCHORS MAY BE SUBSTITUTED FOR ANCHOR BOLTS W/ 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x 1/4" MIN. PLATE WASHERS. PLATE WASHERS SHALL • EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C. PLYWOOD EDGE NAILING �� 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. EDGE � �. OVER EA. STUD I SEE DETAIL B. WHERE 3x STUDS ARE USED FOR W2, STAGGER NAILS AT ADJOINING PANEL EDGES. 0 eq. �e. @ TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. i SEE PLANS AND HOLDOWN SCHEDULE FOR ALTERNATE REQUIREMENTS. 16d NAILING M— PER SCHEDULE © ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. Detail B @ 7/16" O.S.B. MAY BE SUBSTITUTED FOR 15/32" CDX. PLAN VIEW AT ABUTTING PANEL ® LTP4's (HORIZONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. EDGES OF W3 & W2 RIM OO A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. Detail D 10 AT MULTI —ROW NAILING, MINIMUM OFFSET BETWEEN ROWS AND ROW SPACING 1/2", SEE DETAIL D. 11 PROVIDE (3) ROWS 16d @ 6"oc AT LVL RIMS. 9 10 Shearwall Schedule - (Sheathed One Side) 12 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 P:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2021 Swenson Say Faget - All Rights Reserved DESIGN: BDM DRAWN: NHD CHECKED: DJS APPROVED: BDM REVISIONS: DPD: PROJECT TITLE: Schell Residence 10624 243rd PI. SW Edmonds, WA 98020 ARCHITECT: Sara Wise Design 3252 26th Avenue West Seattle, WA 98199 PH 2O6.283.1411 FX 206.283.0157 sjw@sarawise.com ISSUE: PERMIT SHEET TITLE: 1WMJB � We) 021 CITY�OLOPl4lF X S VICES SCALE: 3/4" _ �'-o" U.N.O. DATE: July 16, 2021 PROJECT NO: 01941-2020-04 SHEET NO: S4,01 8d @ Coc A35 PER SHEARWALL SCHEDULE NOTCH TO LET OUTRIGGER THRU (5)8d INTO EA. BLOCK 8d @ 6"oc LRUZ HANGER LSTA24 @ 24"oc RAFTER TO RAFTER FULL DEPTH BLOCKING ® FASCIA (2)16d THRU (may be drilled for venting) PER ARCH. OUTRIGGER RAFTER PER PLAN RAFTERS & SHEATHING PER PLAN 2x4 OUTRIGGER FASCIA PER ARCH. H1 EA. RAFTER LAID FLAT @ 24"oc — _ ` RAFTERS & SHEATHING NAILING PER PER PLAN NAILING PER — HEADER/BEAM PER PLAN SHEARWALL SCHEDULE per arch. — 2x BLOCKING @ 48"oc SHEARWALL SCHEDULE per arch. (1'-6" max.) RIDGE BEAM (2)16d TOENAILS THRU SHEARWALL PER PLAN PER PLAN EACH BLOCK SHEARWALL PER PLAN — HEADER/BEAM PER PLAN 1 Ridge Beam w/ LRU 9 Hangers 9 2 (E) RAFTERS & Exterior Non -Bearing Wall 3 9 (E) RAFTERS & SHEATHING Exterior Bearing Wall 9 4 SHEATHING INVERTED A35 @ 24"oc W/ SPAX #6xl/2" R200 WOOD SCREWS TO ROOF SHEATHING (E) LEDGER VERIFY / PROVIDE FULL DEPTH BLOCKING (may be drilled for venting) HOLDOWN PER PLAN (E) JOISTS &SHEATHING NAIL PER SHEARWALL (E) WALL SCHEDULE (E) CEILING JOISTS A35 PER SHEARWALL (E) FASCIA V SCHEDULE (E) RIM �\ HDR./BEAM PER PLAN (where occurs) / / (E) WALL UPGRADED TO LEAVE ONE END OF —� _ SHEARWALL PER PLAN STRAP UN AILED JUST / PRIOR TO COVERING i (E) WALL UPGRADED TO SHEARWALL PER PLAN 5 7 11 ExistingExterior Roof Bearing g O 9 10 12 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 P: 2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.2$4-9470 ssfengineers.com — Copyright 2021 Swenson Say Faget - All Rights Reserved — DESIGN: BDM DRAWN: NHD CHECKED: DJS APPROVED: BDM REVISIONS: — DPD: — PROJECT TITLE: Schell Residence 10624 243rd PI. SW Edmonds, WA 98020 ARCHITECT: Sara Wise Design 3252 26th Avenue West Seattle, WA 98199 PH 2O6.283.1411 FX 206.283.0157 sjw@sarawise.com ISSUE: PERMIT SHEET TITLE: WEU B Frbrohi@gi ^CITY OF Ej)k1ONDS DE{' VICES - VVV SCALE: 3/4" = 1�-OU.N.O. DATE: July 16, 2021 PROJECT NO: 01941-2020-04 SHEET NO: S4,02