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APPROVED PLN BLD RESUB1 BLD2021-0591+Architectural_Plan+7.16.2021_3.22.44_PM+2306001LIST OF ABBREVIATIONS ABV Above ADJ Adjustable AFF Above Finished Floor AFG Above Finished Grade ALUM Aluminum ALT Alternate ARCH Architect/Architectural AVG Average BOT Bottom BSMT Basement CAB Cabinet CFM Cubic Feet per Minute CJ Control Joint CL Center Line CLG Ceiling CLO Closet CLR Clear, Clearance COL Column COMP Composite/Composition CONIC Concrete CONT Continuous CPT Carpet DET Detail DIA Diameter DIM Dimension DN Down DS Downspout EF Exhaust Fan EJ Expansion Joint ELEC Electrical ELEV Elevation EQ Equal EQUIP Equipment EXIST/(E) Existing EXT Exterior FDTN Foundation FIN Finish FL Floor FOIC Furnished by Owner, Installed by Contractor FOIO Furnished by Owner, Installed by Owner FT Foot or Feet FTG Footing GALV Galvanized GC General Contractor GD Garbage Disposal GWB Gypsum Wall Board HB Hose Bib HR Handrail HT Height HWH Hot Water Heater IN Inches INSUL Insulation INT Interior LF Linear Feet LINO Linoleum LT Light or Light Fixture MATL Material MAX Maximum MC Medicine Cabinet MDP Medium Density Fiberboard MDO Medium Density Overlay MECH Mechanical MTL Metal MFR Manufacturer MIN Minimum NIC Not in Contract NTS Not to Scale OC On Center OPNG Opening OPP Opposite PERF Perforated PL Plate PLAM Plastic Laminate PLYWD Plywood PNL Panel PNT Paint PREFAB Prefabricate PSF Pounds Per Square Foot PSI Pounds Per Square Inch PT Pressure Treated PVMT Pavement R Riser RCP Reflected Ceiling Plan REF Refrigerator REINF Reinforced REQD Required REV Revision RM Room RO Rough Opening ROW Right of Way SECT Section SCHED Schedule SF Square Feet SG Safety Glass SIM Similar SPEC Specification SQ Square STD Standard STL Steel STN Stain STOR Storage STRUCT Structure/Structural SUBFL Subfloor T Tread T&G Tongue & Groove TBD To Be Determined TOC Top of Concrete TEL Telephone TOP Top of Plate TOW Top of Wall TYP Typical UC Under Counter UNFIN Unfinished UNO Unless Noted Otherwise VFY Verify VEST Vestibule VG Vertical Grain WD Wood WP Waterproof WRB Weather Resistant Barrier CONSTRUCTION NOTES 1. ALL WORK SHALL BE IN CONFORMANCE WITH ALL APPLICABLE CODES, INCLUDING BUT NOT LIMITED TO THE 2018 INTERNATIONAL RESIDENTIAL CODE WITH WASHINGTON AMENDMENTS AND THE 2018 INTERNATIONAL BUILDING CODE. THE GENERAL CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS. 2. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS IN THE FIELD AND VERIFY THEM WITH RESPECT TO ADJACENT OR INCORPORATED WORK. THE CONTRACTOR SHALL RESOLVE ALL VARIATIONS OR DISCREPANCIES WITH THE OWNER OR ARCHITECT PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. 3. FIRST CLASS WORKMANSHIP IS EXPECTED. PRIOR TO INSTALLING ANY ITEM OR MATERIAL, VERIFY THAT RECEIVING SURFACES ARE PLUMB, LEVEL, TRUE TO LINE, AND STRAIGHT TO ACHIEVE TOLERANCES SPECIFIED OR REQUIRED. TAKE CARE IN ATTENTION TO DETAILS AND FITTING AT INTERSECTIONS AND JUNCTURES OF MATERIALS: ALL JOINTS ARE TO BE TIGHT, STRAIGHT, EVEN, AND SMOOTH. UNLESS NOTED OTHERWISE, CONCEAL ALL FASTENERS. 4. DRAWINGS ARE IN PART DIAGRAMMATIC AND DO NOT NECESSARILY SHOW COMPLETE DETAILS OF CONSTRUCTION, WORK OR MATERIALS, PERFORMANCE, OR INSTALLATION; DRAWINGS DO NOT NECESSARILY SHOW HOW CONSTRUCTION DETAILS, OTHER ITEMS, OR WORK, FIXTURES, AND EQUIPMENT MAY AFFECT ANY PARTICULAR INSTALLATION. THE CONTRACTOR SHALL ASCERTAIN AND CORRELATE THE WORK TO BRING THE PARTS TOGETHER INTO A SATISFACTORY AND COMPLETED WHOLE. 5. WRITTEN DIMENSIONS AND ELEVATION POINTS ON DRAWINGS GOVERN: DO NOT SCALE DRAWINGS. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER PLANS, ELEVATIONS AND CROSS SECTIONS. 6. VERIFY ALL DIMENSIONS, DATUMS AND ELEVATIONS PRIOR TO CONSTRUCTION. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE OR MASONRY, UNLESS OTHERWISE NOTED (AS "FIN.") 7. COORDINATE FRAMING LAYOUT WITH LOCATIONS OF ALL DUCTWORK, CONDUIT, LIGHT FIXTURES, AND GRILLES. 8. PROVIDE SUFFICIENT BACKING OR GROUNDS IN WALLS FOR SUPPORTING COUNTERS, CABINETS, DRAPERY, ARTWORK, ETC., AS REQUIRED. 9. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING ACCEPTANCE AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE WATERTIGHTNESS OF ALL DETAILS AND SHALL PROVIDE FLASHING AS NECESSARY WHETHER INDICATED IN THE DRAWINGS OR NOT. 11. THE CONTRACTOR SHALL INSTALL DOWNSPOUTS, FOUNDATION DRAINS, AND RELATED STORMWATER CONTROLS AS NECESSARY WHETHER INDICATED IN THE DRAWINGS OR NOT. 12. ALL NEW SMOKE DETECTORS SHALL BE INTERCONNECTED AND RECEIVE THEIR PRIMARY POWER FROM THE HOUSE WIRING WITH BATTERY BACKUP. SMOKE DETECTORS ARE TO BE LOCATED PER APPROVED PLANS AND AS REQUIRED BY CODE. 13. EXHAUST FANS AT BATHROOMS AND UTILITY ROOMS SHALL BE RATED AT MIN. 50 CFM AT 0.25 WATER GAUGE OR GREATER AND MIN. 100 CFM AT 0.25 WATER GAUGE FOR KITCHENS (PER 2018 IRC TABLE M1507.4). VENT ALL EXHAUST FANS TO THE OUTSIDE. EXHAUST DUCTS ARE TO BE CONSTRUCTED OF SMOOTH BORE, NONCOMBUSTABLE MATERIALS, AND ARE TO BE INSULATED AS REQUIRED BY THE IRC. civils are separate document SYMBOLS 7 DETAIL MARKER BUILDING SECTION, WALL SECTION IIL1 A4.1 A4.1 1 ELEVATION A3� 1 INTERIOR ELEVATION 2 A9.3 4 3 DOOR SYMBOL 1 Ol A WINDOW SYMBOL 101.1 ASSEMBLY TYPE W1 CENTERLINE +4" ELEVATION MAIN LEVEL GRIDLINE (A)__ A N NORTH ARROW R1 REVISIONS CLOUD & REVISION NUMBER EXHAUST FAN 0 SMOKE DETECTOR SD CARBON MONOXIDE ALARM HOSE BIB HB+- ZONING & CODE COMPLIANCE 1. PROJECT NUMBER: BLD2021-0591 2. RELATED PERMITS/PROJECT NUMBERS: CRITICAL AREA DETERMINIATION: CRA2020-0125 3. SNOHOMISH COUNTY ASSESSOR PARCEL NUMBER: 00484500703100 4. LEGAL DESCRIPTION: KELLOGG PLAT OF EDMONDS BILK 007 D-00 - LOTS 31-32-33 5. LOT AREA: 9,894.98 SF 6. APPLICABLE CODES: CITY OF EDMONDS LAND USE CODE CITY OF EDMONDS STORMWATER CODE 2018 INTERNATIONAL RESIDENTIAL CODE 2018 WASHINGTON STATE ENERGY CODE 7. ZONING RS-6 8. ENVIRONMENTAL CRITICAL AREAS EROSION HAZARD ZONE FISH & WILDLIFE HABITAT CONSERVATION AREA: STREAM 9. HEIGHT HEIGHT LIMIT: 25' AVG GRADE CALCULATION - SHEET Al .02 STRUCTURE HEIGHT - SEE ELEVATION SHEETS 10. HEATING AND FUEL TYPE: AIR -SOURCE CENTRALLY DUCTED HEAT PUMP ROOF VENTILATION 11. AREAS CONDITIONED FLOOR AREA LOWER LEVEL 1089 SF TOTAL 2894 SF UNCONDITIONED FLOOR AREA GARAGE 571 SF DECKS/PORCHES DECK 325 SF FRONT PORCH 169 SF TOTAL 494 SF 12. CONSTRUCTION TYPE: V-B 13. PRIOR ZONING REVIEWS & APPROVALS: TWO CURBCUTS/DRIVEWAYS ON LAUREL STREET ALLOWED PER CONVERSATION WITH EDMONDS ENGINEERING DEPT, DATE 3.26.21, SEE SITE PLAN A1.01. 14. ZONING DIAGRAMS COVERAGE DIAGRAM: SHEET Al .02 City Of Edmonds Building Department Work Address Owner NEW SFR 729 LAUREL ST GREY SEA Approved Date Building Official D 8/02/2021 W. K ef& LAIL Permit Number BLD2021-0591 ALL ROOFS TO BE UNVENTED PER WASHINGTON STATE RESIDENTIAL CODE 2018 SECTION 806.5. WHOLE HOUSE VENTILATION PER 2018 IRC TABLE M1507.3.3(1) MINIMUM VENTILATION RATES (CONTINUOUSLY OPERATING SYSTEM): 1,501-3,000 SF (4-5 BEDROOMS) = 75 CFM OR EQUIVALENT VALUE FOR INTERMITTENT FAN PER TABLE M1508.3.3(2). HOUSE TO MEET MINIMUM WHOLE HOUSE VENTILATION REQUIREMENTS USING A 1507.3.4. WHOLE HOUSE FAN TO BE LOCATED IN LAUNDRY/MUDROOM. Approved by Fire 06/03/2021 AFM /,potterer AUTOMATIC FIRE SPRINKLERS -, N I E -PROPOSED BUILDING AREA PLUS EAVES OR OVERHANGS GREATER THAN 4' ARE LESS THAN 3000 SF. LOWER LEVEL INTERIOR (NOT INCL. GARAGE & MECH) 841 SF MAIN LEVEL INTERIOR 1708 S MAIN LEVEL OVERHANG (NORTH) 230 SFF ial fire sprinkler system is COVERED DECK 167 SFed. Any alterations to sizeTOTAL: 2946 Svering or addition of s appliance will increasetage and trigger fireENERGY CODE COMPLIANCE . 09/15/2021 COMPLIANCE WITH THE 2018 WASHINGTON STATE ENERGY CODE IS SHOWN PER TABLE R-40 T'1; REQUIREMENTS PROPOSED FENESTRATION U-VALUE 0.30 0.30 SKYLIGHT U-VALUE 0.50 NA CEILING R-VALUE R-49/R-38 R-38 @ VAULTED CEILINGS WOOD FRAME WALL R-21 INT R-21 INT MASS WALL R-21 NA FLOOR R-VALUE R-30 R-30 BELOW -GRADE WALL R-VALUE R-13 + 5TB R-13 + 5TB SLAB R-VALUE AND DEPTH R-10, 2 FT R-10, 2FT @ NEW SLABS 1. REFER TO SHEETS A4.01- A4.04 FOR WALL, ROOF & FLOOR ASSEMBLY TYPES. 2. PER WSEC R402.4.1.2 TESTING - THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR. 3. PER WSEC R401.3 CERTIFICATE - 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. THE CERTIFICATE MUST LIST THE ENERGY FEATURES OF THE STRUCTURE. 4. PER WSEC R404.1 LIGHTING EQUIPMENT - A MINIMUM 75% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH - EFFICACY LAMPS. 5. PER WSEC TABLE R406.2, THE REQUIRED 6.0 ENERGY CREDITS FOR A MEDIUM DWELLING UNIT WILL BE DEVELOPED THROUGH OPTIONS: 3.2 (1.0 CREDIT + 1.0 FNC) HIGH EFFICIENCY HVAC EQUIPMENT - AIR -SOURCE CENTRALLY DUCTED HEAT PUMP WITH A MINIMUM HSPF OF 9.5. 5.3 (1.0 CREDIT) EFFICIENT WATER HEATING - ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF 0.91. 6.1 (3.0 CREDITS) RENEWABLE ENERGY OPTION - FOR EACH 1200 kWh OF ELECTRICAL GENERATION PER HOUSING UNIT PROVIDED ANNUALLY BY ON SITE SOLAR EQUIPMENT. SEE A2.03 FOR SYSTEM INFO. CLIMATE AND GEOGRAPHIC DESIGN CRITERIA PER IRC TABLE 301.2(1) GROUND SNOW LOAD: 25 PSF DECAY: S TO M WIND SPEED (MPH): 85 WATER DESIGN TEMP: 27' F SEISMIC DESIGN CATEGORY: D1 ICE SHEILD UNDERLAYMENT REQUIRED: NO WEATHERING: MODERATE FLOOD HARARDS: FIRM MAPS 1 1-8-99 FROST LINE DEPTH: 18" AIR FREEZING INDEX: 0-1,000 TERMITE: SLIGHT TO MODERATE MEAN ANNUAL TEMP: 50' F ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES Grey Sea Residence Building Permit PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE WITH 1-STORY PLUS BASEMENT WITH 2-CAR GARAGE. REUSE EXISTING FOUNDATION WALL ON EAST SIDE OF EXISTING HOUSE AND PART OF EXISTING FLOOR STRUCTURE PER DRAWINGS. PROJECT TEAM OWNER: GREY SEA LLC 66 S. HANFORD ST, SUITE 300 SEATTLE, WA 98134 CONTRACTOR: LZL CONSTRUCTION, INC. 10604 E. RIVERSIDE DRIVE BOTHELL, WA 98011 DENNIS LEHTINEN T (425) 485-3877 E dennis@lzlconstruction.com LICENSE# LZLCOI*085BA EXPIRATION 4.22.2023 ARCHITECT: DEFOREST ARCHITECTS 1 148 NW LEARY WAY SEATTLE, WA 98107 MEREDITH KELLY T 206.258.5243 E meredith@deforestarchitects.com CIVIL ENGINEER: CECIL & ASSOCIATES P.O. BOX 598 Bothell, WA 98011 ROGER CECIL, PE CESCL T (206) 484-3495 E roger@cecilnassoc.com STRUCTURAL ENGINEER: EVERGREEN DESIGN COMPANY, PLLC 1044 WYNDHAM WAY CAMANO ISLAND, WA 98282 LORI BROWN T 360.387.8480 E lori@evergreendesigncompany.com GEOTECHNICAL ENGINEER PANGEO, INC. 2021 A MINOR AVENUE E SEATTLE, WA 98102 SIEW TAN T 206.262.0370 E stan@pangeoinc.com CRITICAL AREAS: CEDAROCK CONSULTANTS, INC. CARL HADLEY T (425) 788-0961 E carl.hadley@frontier.com SHEET INDEX A0.01 Coversheet C3.10 Drainage Details S1.0 Structural Notes Survey C4.00 Utility Plan S2.1 Foundation/Lower Level Plan Al .01 Site Plan A2.01 Lower Level Plan S2.2 Main Level Framing Plan Al .02 Zoning Diagrams A2.02 Main Floor Plan S2.3 Roof Framing Plan Al .03 Tree Retention & Protection Plan A2.03 Roof Plan S3.0 Typical Details Al .04 Lower Level Demo Plan A3.01 East & West Elevations S3.1 Sections & Details C0.00 Coversheet A3.02 North & South Elevations S3.2 Sections & Details C0.01 General Notes A4.01 Building Sections S3.3 Sections & Details C1 .00 Demo & TESC Plan A4.02 Building Sections S3.4 Sections & Details C1.10 TESC Details A4.03 Wall Sections C2.00 Site Layout & Paving Plan A4.04 Wall Sections C3.00 Grading & Drainage Plan A9.01 Exterior Door & Window Schedules VICINITY MAP Shoreline �? Sanctuary... Edmonds - Kingston Ferry Brackett's �Landing North © 4f Edmonds Main St 0 Dayton 5t Marina Beach Park w 104 � a C ra Edmonds Marsh PINE -.PARK N E I G H B 0 R H 0 0 D Main St Walnut St Yost Park a a PROJECT SITE 22orh St SW so wdoin IN ay GS Grey Sea 729 Laurel St Edmonds WA 98020 Project No: BLD2021-0591 Related Permits: N/A Assessor's Parcel No: 00484500703100 7522 REGISTERED A CH TECT oHN A. DEFOREST STATE OF WASHINGTON RESUB Jul 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT a DeForest Architects 1 148 NW Leary Way Seattle, WA 98107 206.262.0820 d efo resta rc h i tects . co m Coversheet ISSUE HISTORY ID ISSUE DATE SD Schematic Design 10.28.20 P2 Building Permit 5.3.21 J 0 N a 0 0 N 0 W E S GRAPHIC SCALE 5 0 5 10 20 11NCH = 10 FT. LEGEND FOUND MONUMENT AS DESCRIBED — OHP— OVERHEAD POWER O FOUND REBAR AS DESCRIBED OHU OVERHEAD UTILITIES TACK IN LEAD FOUND —X— CHAINLINK FENCE SET 5/8" X 24" IRON ROD —❑— WOOD FENCE W/1" YELLOW PLASTIC CAP CONCRETE WALL © POWER METER ,a UTILITY POLE ROCKERY DO GAS METER ASPHALT SURFACE ❑ SANITARY SEWER CLEANOUT 0 SANITARY SEWER MANHOLE CONCRETE SURFACE D4 WATER VALVE GRAVEL SURFACE FIRE HYDRANT ® WATER METER CE CEDAR ® YARD DRAIN DF DOUGLAS FIR APPROXIMATE LOCATION SANITARY DS DECIDUOUS —SS— SEWER LINE SP SPRUCE —SD APPROXIMATE LOCATION STORM DRAIN LINE MP MAPLE * INDICATES MULTI -TRUNK LEGAL DESCRIPTION PARCEL: 004845-007-036-01 LOTS 36, 37, 38, 39 AND 40, BLOCK 7, KELLOGG'S P[LAT TO EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 42, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; PARCEL: 004845-007-034-00 LOTS 34 AND 35, BLOCK 7, KELLOGG'S P[LAT TO EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 42, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH COUNTY, WASHINGTON. BASIS OF BEARINGS RECORD OF SURVEY FOR MARGARET LANGSTED BY ALLIED TWO, INC UNDER RECORDING NUMBER 199902175002, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. PROJECT INFORMATION SURVEYOR: SITE SURVEYING, INC. 21923 NE 11TH ST SAMMAMISH, WA 98074 PHONE: 425.298.4412 PROPERTY OWNER: GREY SEA LLC 66 S HANFORD ST #300 SEATTLE, WA 98134 TAX PARCEL NUMBER: 004845-007-031-00 PROJECT ADDRESS: 729 LAUREL STREET EDMONDS, WA 98020 ZONING: RS-6 JURISDICTION: CITY OF EDMONDS PARCEL ACREAGE: 9,895 S.F. (± 0.227 ACRES) AS SURVEYED GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND SPECTRAPRECISION FOCUS 35 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN FEBRUARY 2020 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5• ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. VERTICAL DATUM &CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY WCCS SURVEY CONTROL DATABASE. THE MARK IS A MONUMENT IN CASE AT THE INTERSECTION OF DATUM 9TH AVENUE N AND WALNUT STREET. POINT ID NO. 38/1030; ELEVATION: 205.43 FEET - NAVD 88 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. � — a •� m A N Sp�l,ca 51 _ 5.... P, n SITE s _ a — r i- • r�,e sr VICINITY MAP NTS N89°58'06"E 659.19, ALLEY 12.001 (NOT OPEN) D_— _ — ❑ �„ ) ❑❑ FOUND RE & �j l ^� o ro _❑ _------ 41 FOUND REBAR & �+? CAP (2�539) O o �— bo CAP (29539) / 1 / I ' G N89058'45"E 05 / N !o 0 89.90' o -' x/ I I i I x DECK ,ABOVE T_441e ° 27.2' I 44.6' I // ROOFV/xx I II I 0 I OVERHANG �pcn 4`1 o i CD o CARPORT o i QP�Goo �310 I I - i i O LOT 33 sQ s� LOT 31 sQ co o Y/ LOT 34 i l u� j I 1 / co O cn 02 136, LOT 32 31tA0 G�� 0O P$y 0011 i DECK ` 13.2' I 0.0' DECK QP�GooNo 9p0 pp� ABOVE ONE STORY HOUSE \\ W/BASEMENT j \ 1 I LOT 32 \ RH=149.5'CD \\\I I FF BASEMENT 129.4' Al' I �O 1 EAVE = 144.9' I / O I 11 1 j I / ,�6 I j 1 I 18.0' I ❑❑ / 38.9 I I 33.0' I I �------L----- — L------------� --- ----- — —� I I I o j O I � \� ,�0O I Q \ 0.2' Q Q", I i p I \ I I 1 m \\ 6 \O I I I \ \ I I \\ FOUND REBAR & \ \ W \ / / / V SSMH RIM=92.97' INV N-S-E=87.37'/ S -AV — 5� PROJECT NO.: 20-058 DRAWN BY: EFJ CHECKED BY: TNW DATE: 2/17/2020 SHEET 1 OF 1 I CAP (29539) \\ \ 89.92' \\ li I IJLI ° S89059'24"W `I 1 � o < I / \91E OHE , �HE OHE OHE HE OHE ` MAILBOXES ZRV1/ 1 w \ W W IE 12" 1 c \ W I W / RCP=123,�6 o i ` I y I c6 i l i i RIM=138.77' 239.83' 88- S89°59124"W 659.52�' \ �\ vV - sS - - LAUREL STREET TOPOGRAPHIC SURVEY DAMIAN & MARIE KING 729 LAUREL STREET EDMONDS, WA 98020 IATE REVISION DRN RESUB Jul 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT OHE z 0 n�Oi w -I't 02 SSMH RIM = 149.60' INV E-W = 144.07' NE 1/4, NW 1/4, SEC 25, TWP 27N, RNG 3E, W.M. Site 1%411W surveyingg 1 n c. www.sitesurveymapping.com 21923 NE 11th Street Sammamish, WA 98074 Phone: 425.298.4412 © 2019, SITE SURVEYING, INC., ALL RIGHTS RESERVED APPROVED BY PLANNING w Aug 06 2021 Zone RS-6 Corner N Flag N Setbacks: Required Actual Front 20' S = 30'-8" W = 6'-3/4" Sides 5 E > 5' Rear 1 5' N = 20' Other Height 25' 20'-8" ------------ -PLANTING PLAN PROVIDED IN CRITICAL AREA REPORT DATED JULY 16, 2021 IS REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE REPORT. -ONGOING MONITORING REQUIRED AS PROVIDED IN CRITICAL AREA REPORT DATED J U LY 1652021. d M .y 0 N Assessor tax parcel number: 00484500703100 Site address(es) and lot number(s): 729 Laurel Street, Edmonds, WA 98020 Lots: 31, 32 & 33 Existing occupancy(ies) and uses: Single-family residential (no change) Proposed occupancy(ies) and uses: Single-family residential (no change) Building type of construction (ex: VB, VA, IIIB): VB Zoning designation: RS-6 Existing fire sprinkler and fire alarm system types: NA Lot area: 0.23 Acres per CO records; 9,895 SF per survey CRITICAL TION pETERMINA (E) CEDAR 14" TO REMAIN (NOT ENTIRELY ON PROPERTY) LLEY 12.0G (NO PEN) CEDARS 6"-10" (2) NEW TREES PER — (OUTSIDE _ _ _ MITIGATION PLAN PROPERTY LINE) 0 371-011 PROPERTY LINE INV/ N89°58'45"E 89.90' N I / EXISTING ROCKERY - PART OF i PREVIOUS DEVELOPMENT o / / o / I EXISTING ROCKERY / I -I- N d / TO REMAIN / _ _ _ I 15' REAR YARD --\ — —-- — _'' �T--------- 20 1/2" 6'91/2 3 6 j-- SETBACK / / FOOTPRINT OF/ I / EXISTIN / DS DEVELOPMENT I / MAIN LEVEL ADDITION 1 I °O , / (OVER EXTERIOR SPACE AREA OF DRIVEWAY TO BE / o REMOVED I � 50, C= I� EXISTING PAVING _ who \ TO REMAIN i f BUFFER / Jlc) o \ QU ��I w m DS �'N C) ' I `r' w I I °lo � V' CD 36" H WALL \ / 15' B01L0 �/ I I pS 12'-1 3 " DS r BACK I 729 LAUREL ST PARCEL: 00484500703100 36" H GUARDRAIL @ ilo 1'j9 1\1 DECK & STAIR / NEW SINGLE-FAMILY 7 4" 5' 0" ', C, / I RESIDENCE: 1 STORY + I , DAYLIGHT BASEMENT I (ON EXISTING HOUSE \ v DECK AT MAIN LEVEL —FOUNDATION) ° LO DS \ FF MAIN LEVEL: 138.9' FF BASEMENT: 129.4' LINE OF LOWER I LU LEVEL ADDITION > z '-'--' 0---d I o 1 / / I \ ?0 \ i / I O Q I I I I 22_5 I i I M i I/OOF VERHANG \ o I I CO NEW 2-CAR GARAGE & I / I 1 I DOOR @LOWER LEVEL L_—_— I NEW RETAINING / I o0 I WALL, MAX HT: 3-6" / I \\ co \ #1: 10" DECIDUOUS 11 / 11 TREE (MULTI -STEM) TO-7 / \ I \ BE REMOVED = \ I CD LUNEW \ \ I\ \\ , DRIVEWAY \ \\ \ I \ I \ U / \ \ II \ p� \ I __ \ _i___ \\__—__�__— _ U _ PROPERTY LINE \ \ \ J \ S89°59'24"W"W 89.92' EXIST UTILITY POLE \\ \ EXISTING MAILBOX TO I 9'-7" 121-0" \ I \ 49'-2 1/4" \ \\ BE RELOCATED I o�NEW MAILBOX LOCATION \ o p/ I �/ I� LAUREL STREET / NOT A THRU STREET I NO CURB, SIDEWALK OR DESIGNATED PARKING I I I I I I \ I I ►AXIMUM 50% DRIVEWAY COVERAGE IN FRONT YARD PER EDC: ZONT YARD AREA = 1797.23 SF IAX. ALLOWED COVERAGE: 1797.23 X 50% = 898.62 SF ZOPOSED COVERAGE = 746.82 SF OK N GATION PLANTING FOOTPRINT OF EXISTING DEVELOPMENT EXISTING CAST -IN -PLACE CONCRETE STAIRS TO BE REMOVED I C) "' 160 i NEW CONCRETE IENTRY STEPS & WALKWAY NEW CAST -IN L PLACE CONC. WALKWAY I I & H WOOD \ , FENCE W/GATE I I" I , / 731 Z LAUREL ST. w EXISTING I >I00 No DRIVEWAY ' LouO � I _ 20' FRONT— J ck o YARD SETBACK I I #2: 10" MAPLE TO BE REMOVED 33-1 /2" I EXISTING DRIVEWAY TO I REMAIN (OVERLAY W/NEW ASPHALT LAYER) � I NEW TREE Q Q \ V I Q I 14'-10" 4'-2 1 bV / / EXISTING / CURBCUT / DATUM: /FEW CATCH BASIN 100' (EL.138.77' PER SURVEY) ^C / / / / / I s s Q U V N V Site Plan Proposed SCALE: 1 " = 10' 0 N 0 N 0 Gs Grey Sea 729 Laurel St Edmonds WA 98020 Project No: BLD2021-0591 Related Permits: N/A Assessor's Parcel No: 00484500703100 7522 REGISTERED A CHTEC7 OHN A. DEFOREST STATE OF WASHINGTON RESUB Jul 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT d1oa DeForest Architects 1 148 NW Leary Way Seattle, WA 98107 206.262.0820 d efo resta rc h i tects . co m Site Plan ISSUE HISTORY ID ISSUE DATE SD Schematic Design 10.28.20 P1 DRC 12.18.20 P2 Building Permit 5.3.21 P3 Correction # 1 7.16.21 A1,001 MAXIMUM ALLOWABLE COVERAGE = 35% SITE AREA X 35% = 9,894.98 X .35 = 3,463.24 SF PROPOSED COVERAGE: 2,172.18 SF < 3,463.24 SF I I 2'-6" I I II OUTLINE OF ROOF I I OVERHANG I I I I I AREA: LINE OF FRONT PORCH I 2 172.18 s ft I &STAIRS, <3' HIGH WEST DECK OUTLINE OF PROPOSED I INCLUDED i STRUCTURE (>3HIGH) I I I 21-611 I J � I II I I I I I I � I I I - _ _ - _ _ _ _ _ - _ _ - _ _ - _ _ - J AStructural Lot Coverage SCALE: 1" = 20' ---�-------77 — _ / I / CO m �3ki / rTI I 'I II - --- - -- — -L-L-------- A +.23'D +88.98' 17.00.)(EL. 127.75') (EL. 36 I l i II i I II I I/ i I i I II I i i I II I i I AVERAGE FINAL GRADE AND HEIGHT AVERAGE GRADE = MAX HEIGHT LIMIT = PROPOSED HEIGHT= I C +89.43' I I I B +97.43' I / (EL. 128.20) I V (EL. 136.20') it -- —--�---\----�-------------- I \ \ DATUM: \ I % CATCH BASIN +IOG / NO/M ^/ l ^�/ (EL. 138.77' PER SURVEY) I / / 61Average Grade and Height SCALE: 1 " = 20' 373.07' 93.27' 93.27' (EL. 132.04') 25' 1 18.27' 118.27' (EL. 157.04') 113.19' (EL. 151 .96') PER SCC 30.23.050 ROCKE AREA OF EXISTING DECK & PAVING BELOW TO BE REMOVED 0 / i � BUFFER 15' gUil� � � SETBACK i ROCKERY 50' C� ` i BUFFER 15'�LD DECK OUTLIN > 30" ABO� GRAE CREEK PER �-r�rAL AREA 1,443.62 sq ft AREA OF EXISTING 219.41 sq ft \ \ PAVING TO BE REMOVED 55.96 ss I I I \ I I I BLDG OVERHANG I FOOTPRINT OF BUILDING 3 CREEK PER �,-r�rAL AREA AREA OF EXISTING DECK & PAVING BELOW TO BE REMOVED I (E) LANDSCAPE AND ROCKERY AREAS WITHIN 50' CREEK BUFFER: 1,443.62 SF I 1 ,813 WITHIN 15' BUILDING SETBACK: 339.53 SF -ram 5p' _CP i � BUFFER I 1,150. �3s q ft � �EIBACK I J I E) Ground Coveraae in Critical Areas - Landscape/Rocke CREEK PARER CRITICAI- pETERMIN i4.43 sq ft :CK OUTLINE — 30" ABOVE ZADE USED PAVING SCALE: 1 " = 20' PROPOSED LANDSCAPE AND ROCKERY AREAS WITHIN 50' CREEK BUFFER: 2,500.78 SF WITHIN 15BUILDING SETBACK: 440.36 SF 41 Proposed Ground Coverage in Critical Areas - Landscape/Rockery SCALE: 1 " = 20' I I I BLDG OVERHANG I I FOOTPRINT OF BUILDING CREEK PER --rir"M AREA GROUND COVERAGE WITHIN 50' CREEK BUFFER: 1,813.95 SF AREA OF EXISTING WITHIN 15 BUILDING SETBACK: 1,150.53 SF PAVING TO BE REMOVED I I I I I I I J 11(E) Ground Coverage in Critical Area Buffer I STRUCTURE OVERHANG I I I I =0.30:ft T1 50' CFFER�� 6UI 444.73 sq ft 546.49 sq ft I 15' gU1LDIN� � I 579.87 sq ft DECK OUTLINE I DECK OUTLINE > 30" ABOVE > 30" ABOVE GRADE 8.20 sq ft GRADE 16.90 sq ft \ - I PROPOSED PAVING LiEl I I FOOTPRINT OF BUILDING I I I I I I_ _ - _ _ - _ _ - _ _ J SCALE: I'' = 20' PROPOSED GROUND COVERAGE WITHIN 50' CREEK BUFFER:756.79 SF WITHIN 15BUILDING SETBACK: 1,049.7 SF 21 Proposed Ground Coverage in Critical Area Buffer SCALE: 1 " = 20' Gs Grey Sea 729 Laurel St Edmonds WA 98020 Project No: BLD2021-0591 Related Permits: N/A Assessor's Parcel No: 00484500703100 7522 REGISTERED A CH TECT dHN A. DEFOREST STATE OF WASHINGTON RESUB Jul 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT adio DeForest Architects 1 148 NW Leary Way Seattle, WA 98107 206.262.0820 d efo resta rc h i tects . co m Zoning Diagrams ISSUE HISTORY ID ISSUE DATE P2 Building Permit 5.3.21 P3 Correction # 1 7.16.21 Al 002 1 0 `'REA CR111CA�A DETEOANATION \ 1 `� I / / I19v / r / I / I / / I T I / / I i /71 - BUFFER / wl0 / z o / I Tlr / I �Iw IN c0 I I I I lo I ,� -- I I y I I, I i BACK ' I I / / I / I\ / I \ / I I 1 I I I I I 1 II II I I / II I #1: 10" DECIDUOUS / TREE (MULTI -STEM) T BE REMOVED I I I I I \ I \ (E) CEDAR 14" TO REMAIN (NOT ENTIRELY ON PROPERTY) CEDARS 6"-10" �— (OUTSIDE / PROPERTY LINE) ° / O _ PROPERTY LINE J89°58'45"E 89.90' — — — — — i MAIN LEVEL ADDITION (OVER EXTERIOR SPACE 729 LAUREL ST PARCEL:00484500703100 NEW SINGLE-FAMILY RESIDENCE: 1 STORY + DAYLIGHT BASEMENT (ON EXISTING HOUSE FOUNDATION) TREE INVENTORY NUMBER DESCRIPTION (PER SURVEY) TO REMAIN 1 10" DIA DECIDUOUS NO 2 10" DIA. MAPLE NO SITE CONTAINS LESS THAN (3) SIGNIFICANT TREES & PURSUANT TO ECDC 23.10.060.C.5, (3) NEW TREES WILL BE PLANTED WHICH WILL BE SIGNIFICANT AT MATURITY. NEW TREES NUMBER DESCRIPTION LOCATION 3 VINE MAPLE MITIGATION AREA 4 SHORE PINE MITIGATION AREA 5 CASCARA BUCKTHORN FRONT YARD ALLEY 12.00' (NOT OPEN) NEW TREES PER MITIGATION PLAN #3: VINE I MAPLE �- #4: SHORE �3 PINE i TREE PROTECTION FENCING AROUND ENTIRE DRIPLINE ON PERMIT SITE, INSTALLED PRIOR TO START OF DEMO & TO REMAIN FOR EXISTING ROCKERY i DURATION OF CONSTRUCTION. \ I/ � I I EXISTING PAVING TO REMAIN I I \ \ I I \ I II \ I / \ I \\ ��� \ I \ I I \ I Yr \ i I I / J / ` EXISTING DRIVEWAY \ I #5: CASCARA I \ BUCKTHORN I \ I \ I \ 1 � 1 ` \ I \ I PROPERTY LINE S89059124 "WW 89.921 \ \ 1 A V I \ I ` ° ` \ a i v v I I \ \ J LJ Z w a� t= LU OQ J / / I N/ o/ NI / I p LAUREL STREET / 01 / / I NOT A THRU STREET / NO CURB, SIDEWALK OR DESIGNATED PARKING I � N d M N 0 N EXISTING CURBCUT DATUM: CATCH BASIN +100' (EL.138.77' PER SURVEY) 21Tree Retention & Protection Plan SCALE: 1 " = 10' 0 Gs Grey Sea 729 Laurel St Edmonds WA 98020 Project No: BLD2021-0591 Related Permits: N/A Assessor's Parcel No: 00484500703100 75EOFWASHINGTON ERED TECT EST S RESUB Jul 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT •a ml DeForest Architects 1 148 NW Leary Way Seattle, WA 98107 206.262.0820 d efo resta rc h i tects . co m Tree Retention & Protection Plan ISSUE HISTORY ID ISSUE DATE P2 Building Permit 5.3.21 P3 Correction # 1 7.16.21 Al o031 EXISTING CONCRETE SLAB TO BE REMOVED DECK ABOVE TO BE REMOVED DECK ABOVE TO BE REMOVED C7 1 2 3 T ____ 5 6 ji-----------------------------,�=�------- I II—--- I -------------— —---I—-- I I I I i I I I I I I I I I I I I I I I --_ I UP — — — L — ____= ____ == --= �— — — — — —I — I — I ri, = q ,J I i Ii I I I I I I I I I I i y1 i I I I II I I I III I I I � lil I I II I i ill i I ' i iII % li I I III � I I i iii II I I III I I I I III II II II � I I i II �i i iII I i i I I I III II II I I III II II I I � 1T1T1T 1T1T �'T1T1T11�T11 1T �T1Z7� � q` I I Ipl I� q I I I I Iql I� �---- rV I I I i I yl I I I I I�I Ir �---- •` I r------ iII / I I I i II 7-/777 �---- I I I I i I I ' I III I I I Ii1 I I � I I I I I I I I I I I I I I I l 2 3 4 5 L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I rF� N ---------------------------- 1\,-� LEGEND _----_ WALL TO BE DEMOLISHED 0 (E) WALL TO REMAIN Lower Level Demo Plan SCALE: 1 /4" = 1'-0" Gs Grey Sea 729 Laurel St Edmonds WA 98020 Project No: BLD2021-0591 Related Permits: N/A Assessor's Parcel No: 00484500703100 7522 REGISTERED A CH TECT GHN A. DEFOREST STATE OF WASHINGTON RESUB Jul 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT •a DeForest Architects 1 148 NW Leary Way Seattle, WA 98107 206.262.0820 d efo resta rc h i tects . co m Lowe r Leve I Demo Plan ISSUE HISTORY ID ISSUE DATE SD Schematic Design 10.28.20 P2 Building Permit 5.3.21 Al 004 I I I I I I I o I r I 0I I I I I — I I I I LINE OF DECK AB I I 2 A4.01 I DOWNSPOUT FROM DECK AB I �I cY) � I �I I I I I I D -- I I I I 1 A4.02 I N I 'I I I I I I I LINE OF DECK AB I I 6'-3/4" T 3'-8" T 8'-61/4" T 14'-3" T 12'-9" If 11'-8" If 32-11 3/4" I I I I ----------------------- -- -- ----- A4.01 2 A3.02 I I I I I I I — — — —�— I I I I I I II I I I I I I II I II I 1 2'-8"Xt I l m N w OFFICE o n z O 006 cD L M CARPET "' O I I I I N I N I I I I x BOOKCASES (NIC) SD O° I II w - Z J Ico o aeww _ BED 2 — — — — — - — - — - I - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -� I I I I I -I - A LINE OF OVERHANG A OVE I l I / I I NEW FOUNDAITON WALLS PER STRUCTURAL I I I NEW PORCH FOOTINGS PER STRUCTURAL I I 1 1 A3.01 I I LINE OF PORCH ABOVE I \% I EXISTING BASEMENT WALL TO REMAIN I 2 A4.01 I I I PROVIDE HANDRAIL 36" ABOVE STAIR PROVIDE 5/8" TYPE X GWB UNDER STAIR I INSULATE EXISTING FOUNDATION WALLS: R-5 RIGID CONTINUOUS & 2X4 FRAMING W/R-13 BATT INSULATION TO FILL CAVITY I I 1 1 A4.03 1 VO2 I I PROVIDE 5/8" TYPE X GWB AT CEILING SEPARATING MECHANICAL FROM DWELLING I I I I I I 33-1 /2" 1 I I I -------------------------- 11 Lower Level Plan SCALE: 1 /4'' = 1'-0" G s Grey Sea 729 Laurel St Edmonds WA 98020 Project No: BLD2021-0591 Related Permits: N/A Assessor's Parcel No: 00484500703100 7522 REGISTERED A CH TECT GHN A. DEFOREST STATE OF WASHINGTON RESUB Jul 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT •a DeForest Architects 1 148 NW Leary Way Seattle, WA 98107 206.262.0820 d efo resta rc h i tects . co m Lower Level Plan ISSUE HISTORY ID ISSUE DATE SD Schematic Design 10.28.20 P1 DRC 12.18.20 P2 Building Permit 5.3.21 A2.01 0 A I EXHAUST FAN, MIN 75 CFM i o o� i i _ g M WHOLE HOUSE VENTILATION FAN, MIN 75 CFM DRYER TO VENT TO EXTERIOR WALL i 1 I A3.01 � 36" TALL WALL AT FRONT PORCH i — C i PROVIDE GUARDRAIL AT FRONT PORCH 36" ABOVE WALKING SURFACE. i INTERMEDIATE RAILS SPACED AT 4" 2 MAX. �01 � PROVIDE STAIR GUARDRAILS 36" ABOVE WALKING SURFACE. i INTERMEDIATE RAILS SPACED AT 4" MAX. NEW VALKWAY ONCRETE) C7 D 1 A4.03 A4.02 1 GATE 1 E W Z i I..L W CI- Cl- C11- PROVIDE STAIR GUARDRAILS 36" ABOVE STAIR. INTERMEDIATE RAILS SPACED AT 4" MAX. i Main Level Plan SCALE: 1 /4" = 1'-0" s Q U V N L Q 0 N C) N O (V Gs Grey Sea 729 Laurel St Edmonds WA 98020 Project No: BLD2021-0591 Related Permits: N/A Assessor's Parcel No: 00484500703100 75EOFWASHINGTON ERED CHTECT EST S RESUB Jul 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT •a DeForest Architects 1 148 NW Leary Way Seattle, WA 98107 206.262.0820 d efo resta rc h i tects . co m Main Floor Plan ISSUE HISTORY ID ISSUE DATE SD Schematic Design 10.28.20 P1 DRC 12.18.20 P2 Building Permit 5.3.21 A20021 STANDING SEAM METAL ROOFING LINE OF MAIN LEVEL BELOW 2 A4.01 7.38 kW (18) PANEL SOLAR ARRAY ATTACHED TO STANDING SEAM ROOFING W/S-5-S CLAMPS. MFR: SUNPOWER 420-390 W RESIDENTIAL AC MODULE 1 A4.02 LINE OF MAIN LEVEL BELOW Q R N Roof Plan SCALE: 1 /4" = 1'-0" Gs Grey Sea 729 Laurel St Edmonds WA 98020 Project No: BLD2021-0591 Related Permits: N/A Assessor's Parcel No: 00484500703100 75EOFWASHINGTON ERED TECT EST S RESUB Jul 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT adio DeForest Architects 1 148 NW Leary Way Seattle, WA 98107 206.262.0820 d efo resta rc h i tects . co m Roof Plan ISSUE HISTORY ID ISSUE DATE SD Schematic Design 10.28.20 P2 Building Permit 5.3.21 A2 o 031 a Q V C HARDI V HARDIE W/, A B C D E I I I I I + 19'-1 1 /2" - - - - - - - - - - - - J - - - - 1 - - - - J - - - + 19'-1 1 /2" A "T ' +1 I O.27' / EL. 157.04' STANDING SEAM METAL ROOF, TYP. SMOOTH CEDAR FASCIA, PAINTED + 14'-1 /2" +1 13.97' / EL. 151.96' +19'-1 1/2' MAX HT / + 1 18.27' / EL. 157.04' SOLAR ARRAY PER ROOF PLAN jh + 14'-1 /2" ROOF PEAK / + 1 1 5" METAL HALF -ROUND GUTTER & 3" ROUND DOWNSPOUT ALUMINUM CLAD WOOD WINDOWS & EXTERIOR DOORS, TYP. + 1'-0" MAIN LEVEL INTERMEDIATE RAILS SPACED AT 4" MAX. 5-10 1 /2" I I AVG GRADE / +93.27' / EL. 132.04' ON PT WOOD STRINGER I GROUND 8" I HARDIE PANEL SOFFIT, PAINTED VERTICAL WOOD SIDING OVER RAINSCREEN, STAINED 36" H POWDER -COATED STEEL & CABLE RAIL GUARDRAIL SYSTEM @ DECK. INTERMEDIATE RAILS SPACED AT 4" MAX. SOLID WALL W/SIDING, 36" H +1'-0" MAIN LEVEL HARDIE PANEL SIDING AT LOWER LEVEL W/ALUMINUM REGLETS @ SEAMS, EDGES _ _ -5'-10 1 /2" / +93.27' / EL. 132.04' -8'-6 1 /2" LOWER LEVEL 21 West Elevation SCALE: 1 /4'' = l'-0" _ _ + 19'-1 1 /2" MAX HT / +1 18.27' / EL. 157.04' STANDING SEAM METAL ROOF, TYP. + 14'-1 /2" 13.97' / EL. 151.96' SMOOTH CEDAR FASCIA, PAINTED VERTICAL WOOD SIDING OVER RAINSCREEN, STAINED MAIN LEVEL _ I _ _ _ -5'-10 1 /2" AVG GRADE / +93.27' / EL. 132.04' East Elevation SCALE: 1 /4" = 1'-0" Gs Grey Sea 729 Laurel St Edmonds WA 98020 Project No: BLD2021-0591 Related Permits: N/A Assessor's Parcel No: 00484500703100 7522 REGISTERED A CH TECT OHN A. DEFOREST STATE OF WASHINGTON RESUB Jul 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT •a 9 DeForest A rc h i tects 1 148 NW Leary Way Seattle, WA 98107 206.262.0820 deforesta rch itects. com East & West Elevations ISSUE HISTORY ID ISSUE DATE SD Schematic Design 10.28.20 P2 Building Permit 5.3.21 A3*01 5" ME GU ALUMIN WINE VERTICAL WO RAIN 6 5 4 3 2 1 + 19'-1 1 /2" — "A"V I1T / i I In nil / rl 111 n I I _ + 19'-1 1 /2" """"'�T / +1 18.27' / EL. 157.04' SOLAR ARRAY PER ROOF PLAN STANDING SEAM METAL ROOF, TYP. _ + 14'-1 /2" �K / +1 13.97' / EL. 151.96 SMOOTH CEDAR FASCIA, PAINTED HARDIE PANEL SOFFIT, PAINTED WOOD POST PER STRUCTURAL 36" H POWDER -COATED STEEL & CABLE RAIL GUARDRAIL SYSTEM @ DECK. INTERMEDIATE RAILS SPACED AT 4" MAX. PAINTED WOOD TRIM @ CORNERS TO MATCH WINDOW CLADDING MAIN LEVEL HARDIE PANEL SOFFIT @ OVERHANG WOOD POSTS PER STRUCTURAL _ -5-10 1 /2' kDE / +93.27' / EL. 132.04' LOWER LEVEL HARDIE PANEL SIDING AT LOWER LEVEL W/ALUMINUM REGLETS @ SEAMS, EDGES I I I I I I 21North Elevation SCALE: 1 /4" — 1'-0" 1 2 3 4 5 6 + 19'-1 1 /2" — — — — — I — — — — — — — — L — — _ _+ 19'-1 1 /2" MAX HT / +1 18.27' / EL. 157.04' MAX HT / +1 18.27' / EL. 157.04' 30- SOLAR ARRAY PER ROOF PLAN I I I I STANDING SEAM METAL ROOF, TYP. _ + 14'-1 /2" ROOF PEAK / +1 13.97' / EL. 151.96' ROOF PEAK / +1 13.97' / EL. 151.96' WOOD POST PER STRUCTURAL HARDIE PANEL SOFFIT, PAINTED 0 SOLID WALL W/SIDING, 42" H +1'-0" MAIN LEVEL HARDIE PANEL SOFFIT @ OVERHANG HARDIE PANEL SIDING AT LOWER LEVEL W/ALUMINUM REGLETS @ SEAMS, EDGES -5-10 1/2 " AVG GRADE / +93. 8'-6 1 /2" LOWER LEVEL Q iMOOTH CEDAR FASCIA, PAINTED ­IARDIE PANEL SOFFIT, PAINTED, TYP. (ERTICAL WOOD SIDING OVER ;AINSCREEN, STAINED ALUMINUM CLAD WOOD VINDOWS, TYP. + 1'-0" MAIN LEVEL _ -5-10 1/2" +93.27/ EL. 132.04' _ -8'-6 1 /2" LOWER LEVEL South Elevation SCALE: 1 /4" = 1'-0" Gs Grey Sea 729 Laurel St Edmonds WA 98020 Project No: BLD2021-0591 Related Permits: N/A Assessor's Parcel No: 00484500703100 7t0FWASHINGTON ED CT T RESUB Jul 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT •a 9 DeForest A rc h i tects 1 148 NW Leary Way Seattle, WA 98107 206.262.0820 deforesta rch itects. com North & South Elevations ISSUE HISTORY ID ISSUE DATE SD Schematic Design 10.28.20 P2 Building Permit 5.3.21 A3 • 021 6 NEW ROOF ASSEMBLY (UNVENTED� STANDING SEAM METAL ROOF ICE & WATER SHIELD 1/2" SHEATHING 2" CONTINUOUS RIGID FOAM (R-10) SHEATHING PER STRUCTURAL FRAMING PER STRUCTURAL *CAVITY FILLED W/R-30 BATT INSULATION 5/8" GWB W/PVA VAPOR BARRIER PRIMER FINISH PER SCHEDULE +19'-1 1/2"— MAX HT / +1 18.27' EL. 157.04' I +14'-1/2" ROOF PEAK / +1 13.97' / EL. 151.96' I OIL + 1'-0" MAIN LEVEL EXISTING FOUNDATION WALLS EXISTING CONCRETE FOUNDATION PER PLAN R-5 RIGID CONTINUOUS 2X4 FRAMING W/R-13 BATT INSULATION TO FILL CAVITY OC GI 5'-10 1 /2" GWB, PAINTED _ AVG GRADE / +93.27' / EL. 132.04' -8'-6 1/2" LOWER LEVEL I NEW ROOF ASSEMBLY (UNVENTED)- STANDING SEAM METAL ROOF ICE & WATER SHIELD A B 1/2" SHEATHING 2" CONTINUOUS RIGID FOAM (R-10) SHEATHING PER STRUCTURAL I FRAMING PER STRUCTURAL *CAVITY FILLED W/R-30 BATT INSULATION 5/8" GWB W/PVA VAPOR BARRIER PRIMER FINISH PER SCHEDULE +19'-1 1/2"— _ — L— MAX HT / +1 18.27/ EL. 157.04' I 2 A4.03 + 14'-1 /2" ROOF PEAK / +1 13.97' / EL. 151.96' I I I I I I I I NEW EXTERIOR ABOVE -GRADE WALL ASSEMBLY: I I SIDING PER ELEVATION I I RAIN SCREEN, VENTED TOP AND BOTTOM WEATHER RESISTANT BARRIER SHEATHING PER STRUCTURAL FRAMING PER STRUCTURAL I I i R-21 BATT INSULATION I ' BED 1 5/8" GWB PVA VAPOR BARRIER PRIMER I I FINISH PER SCHEDULE I \\ I I � I + 1'-0" _ _ MAIN LEVEL I I I NEW FLOOR (OVER EXTERIOR SPACE) ASSEMBLY: FINISH FLOOR PER PLAN I I I SHEATHING PER STRUCTURAL FRAMING PER STRUCTURAL R-30 BATT INSULATION I ' I OFFICE HARDIE PANEL SOFFIT W/ALUMINUM REVEALS I I BED 3 5' 10 1/2" _ _ I _ _ I _ _ AVG GRADE / +93.27' / EL. 132.04' T ` I �J 6X6 POST PER STRUCTURAL -8'-6 1/2"t — — — — — — — — — — — — — — — -- 1 \ v 1 I 7 EXISTING CONCRETE SLAB WITH FINISH FLOOR PER PLAN Q Q Q Q HAZEL i LIVING ROOM KITCHEN <_-J 1 L--> I I LD O' �O O' � o / KITCHEN ee I I O O O O O O I BED 2 I I GARAGE I 2 1 NEW EXTERIOR ABOVE -GRADE WALL ASSEMBLY: I I SIDING PER ELEVATION RAIN SCREEN, VENTED TOP AND BOTTOM WEATHER RESISTANT BARRIER SHEATHING PER STRUCTURAL FRAMING PER STRUCTURAL I I R-21 BATT INSULATION 5/8" GWB PVA VAPOR BARRIER PRIMER FINISH PER SCHEDULE +19'-1 1/2' I I MAX HT / +1 18.27' EL. 157.04' L— — _ _ + 14'-1 /2" ROOF PEAK / + 1 13.97' / EL. 151.96' I I � NEW DECK (OVER EXTERIOR SPACE) COMPOSITE DECKING P.T. SLEEPERS WATERPROOF MEMBRANE SHEATHING PER STRUCTURAL P.T. SLEEPERS (SLOPED 1/4":FT) SHEATHING PER STRUCTURAL FRAMING PER STRUCTURAL HARDIE PANEL SOFFIT I 0 + 1'-0" MAIN LEVEL EXISTING FLOOR ASSEMBLY: I I FINISH PER PLAN EXSTING 2X10 FRAMING 5/8" GWB PVA VAPOR BARRIER PRIMER FINISH PER SCHEDULE AVG GRADE / +93.27' / EL. 132.04' -&-6 1/2" LOWER LEVEL I I EXISTING CONCRETE SLAB WITH FINISH FLOOR PER PLAN 21Building Section E-W SCALE: 1 /4" = 1'-0" E I _+ 19'-1 1/2" MAX HT / +1 18.27' / EL. 157.04' +141-1/211 30- ROOF PEAK / +1 13.97' / EL. 151.96' I I NEW EXTERIOR ABOVE -GRADE WALL ASSEMBLY: SIDING PER ELEVATION RAIN SCREEN, VENTED TOP AND BOTTOM WEATHER RESISTANT BARRIER DINING SHEATHING PER STRUCTURAL FRAMING PER STRUCTURAL ROOM R-21 BATT INSULATION 5/8" GWB I PVA VAPOR BARRIER PRIMER FINISH PER SCHEDULE +1'0" MAIN LEVEL NEW FLOOR ASSEMBLY OVER GARAGE (UNCONDITIONEDL FINISH PER PLAN TJI'S PER STRUCTURAL R-30 INSULATION 5/8" TYPE X GWB PVA VAPOR BARRIER PRIMER FINISH PER SCHEDULE _ _ -5'-10 1/2" AVG GRADE / +93.27' / EL. 132.04' I _ _ -8'-6 1/2" LOWER LEVEL EXISTING CONCRETE SLAB Building Section N-S SCALE: 1 /4" = 1'-0" Gs Grey Sea 729 Laurel St Edmonds WA 98020 Project No: BLD2021-0591 Related Permits: N/A Assessor's Parcel No: 00484500703100 7522 REGISTERED A CH TECT OHN A. DEFOREST STATE OF WASHINGTON RESUB Jul 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT •a 9 DeForest A rc h i tects 1 148 NW Leary Way Seattle, WA 98107 206.262.0820 deforesta rch itects. com Building Sections ISSUE HISTORY ID ISSUE DATE SD Schematic Design 10.28.20 P2 Building Permit 5.3.21 A4*01 NEW ROOF ASSEMBLY (UNVENTEW : STANDING SEAM METAL ROOF ICE & WATER SHIELD 1/2" SHEATHING 2" CONTINUOUS RIGID FOAM (R-10) SHEATHING PER STRUCTURAL FRAMING PER STRUCTURAL *CAVITY FILLED W/R-30 BATT INSULATION 5/8" GWB W/PVA VAPOR BARRIER PRIMER FINISH PER SCHEDULE AL + 19'-1 1/2' MAX HT/+118.27'/EL. 157.04' I I I +14'-1/2" ROOF PEAK / + 1 13.97' / EL. 151.96' I I I NEW EXTERIOR ABOVE -GRADE WALL ASSEMBLY: SIDING PER ELEVATION RAIN SCREEN, VENTED TOP AND BOTTOM WEATHER RESISTANT BARRIER SHEATHING PER STRUCTURAL FRAMING PER STRUCTURAL R-21 BATT INSULATION 5/8" GWB PVA VAPOR BARRIER PRIMER FINISH PER SCHEDULE MAIN LEVEL EXISTING FOUNDATION WALLS I EXISTING CONCRETE FOUNDATION PER PLAN R-5 RIGID CONTINUOUS 2X4 FRAMING W/R-13 BATT INSULATION TO FILL CAVITY GWB, PAINTED AVG GRADE / +93.27' / EL. 132.04' -8'-6 1/2" LOWER LEVEL EXISTING CONCRETE SLAB WITH FINISH I FLOOR PER PLAN C7 DEN ENTRY I � oZ MECH/ ` � � STORAGE I HALL M Z �o + 19'-1 1/2' MAX HT / +1 18.27' / EL. 157.04' 1 A4.04 I I I ---------- --- — — — — — ROOF PEAK / + 113.971 / EL. 151.96, I I I I I I I I NEW EXTERIOR ABOVE -GRADE WALL ASSEMBLY: I i I i SIDING PER ELEVATION I i I i RAIN SCREEN, VENTED TOP AND BOTTOM I I WEATHER RESISTANT BARRIER SHEATHING PER STRUCTURAL I I FRAMING PER STRUCTURAL R-21 BATT INSULATION I I 5/8" GWB I I PVA VAPOR BARRIER PRIMER I I FINISH PER SCHEDULE I I I I I I I I I I I I + 1'-0" I I MAIN LEVEL I I NEW FLOOR ASSEMBLY OVER GARAGE I I (UNCONDITIONED) FINISH PER PLAN I I I I TJI'S PER STRUCTURAL R-30 INSULATION I I 5/8" TYPE X GWB I I PVA VAPOR BARRIER PRIMER I I I FINISH PER SCHEDULE -5'-101/2" I I AVG GRADE / +93.27' / EL. 132.04' I I I I— _ _ -8'-6 1/2" I LOWER LEVEL ------ \ 7­7 EXIST. I NEW S.O.G. S.O.G. I I I I DINING ROOM GARAGE ,/ Building Section E-W SCALE: 1 /4" = 1'-0" s Q U J J V N L Q 0 N C) N O (V Gs Grey Sea 729 Laurel St Edmonds WA 98020 Project No: BLD2021-0591 Related Permits: N/A Assessor's Parcel No: 00484500703100 75EOFWASHINGTON ERED TECT EST S RESUB Jul 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT •a DeForest Architects 1 148 NW Leary Way Seattle, WA 98107 206.262.0820 d efo resta rc h i tects . co m Building Sections ISSUE HISTORY ID ISSUE DATE SD Schematic Design 10.28.20 P2 Building Permit 5.3.21 A40021 NEW ROOF ASSEMBLY (UNVENTED) STANDING SEAM METAL ROOF ICE & WATER SHIELD 1/2" SHEATHING 2" CONTINUOUS RIGID FOAM (R-10) SHEATHING PER STRUCTU FRAMING PER STRUCTU *CAVITY FILLED W/R-30 BATT INSULATI 5/8" GWB W/PVA VAPOR BARRIER PRII FINISH PER SCHED + 14'-1 /2" _ ROOF PEAK SHEET METAL FLASHING W DRIP EC WOOD FASCIA, HARDIE PANEL SOFFIT PER SCI- NEW EXTERIOR ABOVE -GRADE WALL ASSEMI SIDING PER ELEVATI RAIN SCREEN, VENTED TOP AND BOTT WEATHER RESISTANT BARI SHEATHING PER STRUCTU FRAMING PER STRUCTU R-21 BATT INSULATI 5/8" C PVA VAPOR BARRIER PRII FINISH PER SCHED +1'-0" _ MAIN LEVEL BEAM PER STRU NEW FLOOR (OVER EXTERIOR SPACE) ASSEMI FINISH PER P SHEATHING PER STRUCTU FRAMING PER STRUCTU HARDIE PANEL SO 6X6 POST PER STRUCTURAL BEYC NEW EXTERIOR ABOVE -GRADE WALL ASSEMI SIDING PER ELEVATI RAIN SCREEN, VENTED TOP AND BOTT WEATHER RESISTANT BARI SHEATHING PER STRUCTU FRAMING PER STRUCTU R-21 BATT INSULATI 5/8" C PVA VAPOR BARRIER PRIP FINISH PER SCHED 8'-6 1/2" _ LOWER LEVEL EXISTING FOOTI EXISTING CONCRETE SLAB WITH FIN FLOOR PER PI Q AWall Section @ Bed 1 SCALE: 1/2" = 1'-0" NEW ROOF ASSEMBLY (UNVENTED): STANDING SEAM METAL ROOF ICE & WATER SHIELD 1/2" SHEATHING 2" CONTINUOUS RIGID FOAM (R-10) HING PER STRUCTURAL NG PER STRUCTURAL rY FILLED W/R-30 BATT INSULATION ;WB W/PVA VAPOR BARRIER PRIMER I PER SCHEDULE + 14'-1 /2" OIL ROOF PEAK METAL FLASHING W DRIP EDGE )OD FASCIA, PTD E PANEL SOFFIT PER SCHED. XTERIOR ABOVE -GRADE WALL ASSEMBLY: 3 PER ELEVATION >CREEN, VENTED TOP AND BOTTOM DER RESISTANT BARRIER HING PER STRUCTURAL NG PER STRUCTURAL ;ATT INSULATION ;WB \POR BARRIER PRIMER I PER SCHEDULE =LOOR FRAMING PER STRUCTURAL OVER �G + 1'-0" MAIN LEVEL 0" (E) MAIN LEVEL �G FOUNDATION WALLS �G CONCRETE FOUNDATION PER PLAN AID CONTINUOUS TAMING W/R-13 BATT INSULATION TO FILL CAVITY PAINTED �G SLAB ON GRADE 48'-6 1/2" LOWER LEVEL lWall Section @ Office SCALE: 1/2" = P-0" Gs Grey Sea 729 Laurel St Edmonds WA 98020 Project No: BLD2021-0591 Related Permits: N/A Assessor's Parcel No: 00484500703100 7522 REGISTERED A CH TECT OHN A. DEFOREST STATE OF WASHINGTON RESUB Jul 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT •a DeForest A rc h i tects 1 148 NW Leary Way Seattle, WA 98107 206.262.0820 deforesta rch itects. com Wall Sections ISSUE HISTORY ID ISSUE DATE P2 Building Permit 5.3.21 A4*031 ROOF PEAK GRASPABLE HANDRAILS GUARDRAILS 36" ABOVE NOSING W/CLEAR SPAC TYP. DESIG + MAIN LEVEL GLASS BARRIER (TEMPERI STAIR LAI\ GWB TYPE'X' @ UNDI OF -8'-6 1 /2" LOWER LEVEL EXISTING SLAB ON C Q I I I I I i i I � i i i i i i i i I � i i MAX VIDTH STAIR w I \ <4" o - \ TBD .00 00, -40 I \ .00 O :D) AT DING / 10 1/2" / TREAD, TYP. z / I � Q LU ZJ �V ib � 7 1 /4" I `O O RISER, TYP. o w � I RSIDE \ STAI R \ I \ a a s a a s d a Q �111 alll GRADE III III II III III III III III III III III III II III III III —III —III —III —I I —III— =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=11 =III=III=III=III—III 1—III=III—III—III=III=III—III—III=III—III—III=III—III—III=III=III—III—III=III—III —=1 I—III—III—III=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1 =1 1-1 11-11 M I 1—I 1-111-11 M 1-111-11 M 1-1 1-111-11 M 1-111-11 M 1-111-11 M I M 1-111-11 M 1-11 1=1—111-111=1 I_I I I —III —III —III III—III—III—III—III—III_III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I I I III —I —I 11-111—I-111-111-111—I I-111-111—I I 111-111—I 11-111-111-111-1 I-111-111—I I 111-111—I 11-1 I-11 M —111-11 M I I —I I-111-11 M I-111-11 M= 1-1 I-111-11 M= —111-11 M I—III-11 M I M I-111-11 M I —11 1=1 1=1 1=1 1=1 11=1 1=111-111=1 11-111-11 M 1-111-11M 1-1 11-11M I M I 1-111-11M 11-111-11M 11-1 11-11 I=1 I I=1 I I=1 I I=1 I I III—III—III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=111=1 I— —11 I���III III���III���III �� III���III ��III III���III���III III���III���III �III���III���III ��III III111111111111III111III111TIE�111 AWall Section @ Stair SCALE: 1 /2" = 1'-0" 7 lWall Section @ Dining Room / Deck / Garage SCALE: 1 /2" = 1'-0" BEAM PER STRUCT. SHEET METAL FLASHING W DRIP EDGE +14'-1/2" ROOF PEAK FASCIA, PTD PANEL SOFFIT PER SCHED. ;TERIOR ABOVE -GRADE WALL ASSEMBLY: PER ELEVATION ;REEN, VENTED TOP AND BOTTOM ER RESISTANT BARRIER IING PER STRUCTURAL G PER STRUCTURAL ITT INSULATION VB 'OR BARRIER PRIMER PER SCHEDULE MAIN LEVEL FASCIA, PTD PANEL SOFFIT PER SCHED. SULATION AT PORTION OF DECK OVER TIONED SPACE 1 DOWN CEILING AT GARAGE G FLOOR ASSEMBLY: PER PLAN G 2X10 FRAMING 'E X GWB 'OR BARRIER PRIMER PER SCHEDULE -8'-6 1 /2" LOWER LEVEL Gs Grey Sea 729 Laurel St Edmonds WA 98020 Project No: BLD2021-0591 Related Permits: N/A Assessor's Parcel No: 00484500703100 7522 REGISTERED A CH TECT OHN A. DEFOREST STATE OF WASHINGTON RESUB Jul 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT •a DeForest A rc h i tects 1 148 NW Leary Way Seattle, WA 98107 206.262.0820 deforesta rch itects. com Wall Sections ISSUE HISTORY ID ISSUE DATE P2 Building Permit 5.3.21 A4*041 FENESTRATION U-VALUE COMPLIANCE (SEE A0.01 COVERSHEET FOR GENERAL ENERGY CODE COMPLIANCE & NOTES) COMPLIANCE WITH THE 2018 WASHINGTON STATE ENERGY CODE AS FOLLOWS: REQUIREMENT PROPOSED FENESTRATION U-VALUE 0.30 0.30 AREA -WEIGHTED AVERAGE U-VALUE = 0.29 WINDOW/DOOR/SKYLIGHT SCHEDULE NOTES 'ALUM CLAD' TO BE KOLBE VISTALUX WD LINE (NFRC RATED VALUES): CASEMENT WITH LOW-E 270 #2 GLASS, ARGON FILL AND STAINLESS STEEL SPACER, U-VALUE = 0.29 DIRECT SET WITH LOW-E 270 #2 GLASS, ARGON FILL AND STAINLESS STEEL SPACER, U-VALUE = 0.28 AWING WITH LOW-E 270 #2 GLASS, ARGON FILL AND STAINLESS STEEL SPACER, U-VALUE = 0.26 DOUBLE SLIDING DOOR WITH LOW-E 270 #2 GLASS, ARGON FILL AND STAINLESS STEEL SPACER, U-VALUE = 0.31 ENTRANCE DOOR WITH LOW-E 270 #2 GLASS, ARGON FILL AND STAINLESS STEEL SPACER, U-VALUE = 0.30 2. UNITS WITH MULTIPLE OPERATIONS DEFAULT TO THE HIGHER U-VALUE FOR WEIGHTED AVERAGE 3. ALL DIMENSIONS SHOWN AS UNIT SIZE 4. 'SG' DENOTES SAFETY GLASS. PROVIDE SAFETY GLAZING WHERE INDICATED AND IN AREAS REQUIRED BY CODE PER IRC SECTION R308.4. SEE ELEVATIONS FOR SAFETY GLAZING LOCATIONS. 5. 'EGRESS' DENOTES EGRESS WINDOW. WINDOW MANUFACTURER TO CONFIRM THAT EGRESS WINDOWS MEET THE FOLLOWING MINIMUMS PER IRC R310.1 : 5.7 SF NET CLEAR OPENING (5.0 SF @ GRADE FLOOR OPENINGS) 24" NET CLEAR OPENABLE HEIGHT 20" NET CLEAR OPENABLE WIDTH 44" MAX SILL HEIGHT 6. ALL OPERABLE WINDOWS SHALL BE PUSH -OUT TYPE WITH INSWINGING ALUMINUM FRAMED SCREENS 7. UNLESS NOTED OTHERWISE, BOTH LEAVES OF DOOR PAIRS TO BE OPERABLE 8. CONTRACTOR TO CONFIRM ALL JAMB DEPTHS WITH RESPECT TO SHEAR WALLS AND WALL ASSEMBLIES 9. ALL HARDWARE SPECIFICATIONS TO BE REVIEWED BY OWNER AND ARCHITECT PRIOR TO ORDER 10. CONTRACTOR TO FIELD VERIFY ALL ROUGH OPENINGS PRIOR TO PLACING WINDOW ORDER 11. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW BEFORE FINALIZING ORDER WINDOW & EXTERIOR DOOR SCHEDULE ID Operation Width Height Area U-Value Weight UA Notes 003.1 Awning 2'-8" 1'-9 1 /2" 4.78 0.26 1.24 005.1 Fixed + Casement 5'-0" 4'-0" 20 0.29 5.80 006.1 Casement 3'-0" 4'-0" 12 0.29 3.48 006.2 Casement 3'-0" 4'-0" 12 0.29 3.48 006.3 Casement 3'-0" 4'-0" 12 0.29 3.48 006B Slider 6'-0" 6'-8" 40 0.30 12.00 101.1 Fixed 8'-9" 7-11 3/4" 69.76 0.28 19.53 101 A Swing 3'-2" 7'-0" 22.17 0.30 6.65 W/TRANSOM 102.1 Fixed + Casement 5'-0" 4'-0" 20 0.29 5.80 102.2 Casement 2'-6" 4'-0" 10 0.29 2.90 102.3 Fixed + Casement 6'-0" 6-1 1/2" 36.75 0.29 10.66 W/TRANSOM 103.1 Awning 2'-6" 2'-6" 6.25 0.26 1.63 105.1 Fixed + Casement 2'-6" 6-6 1 /2" 16.34 0.29 4.74 105.2 Fixed 4'-2 1 /2" 6'-1 1 " 29.08 0.28 8.14 105.3 Fixed + Casement 2'-8" 7'-2" 19.11 0.29 5.54 105A Slider 5'-10" 7'-0" 40.83 0.31 12.66 106.1 Fixed 5'-6" 7'-2" 39.42 0.28 11.04 W/TRANSOM 106A Slider 5'-9" 7'-0" 40.25 0.31 12.48 107.1 Fixed 5'-2" 10'-2" 52.42 0.28 14.68 W/TRANSOM 107.2 Fixed 5'-6" 10'-2" 55.92 0.28 15.66 107.3 Fixed 5'-6" 10'-2" 55.92 0.28 15.66 108.1 Fixed + Casement 2'-6" 8'-2" 20.42 0.29 5.92 108.2 Fixed 6-7 1 /2" 8'-2" 54.1 0.28 15.15 108.3 Fixed 7'-0" 8'-2" 57.17 0.28 16.01 108.4 Fixed + Casement 3'-0" 7-6 3/4" 22.68 0.29 6.58 109.1 Fixed 2'-6" 2'-6" 6.25 0.28 1.75 109.2 Casement 3'-0" 5'-0" 15 0.29 4.35 109.3 Casement 5'-6" 5'-0" 27.5 0.29 7.98 110.1 Casement 2'-6" 2'-6" 6.25 0.29 1.81 1 1 1 A Swing 21- 1 0" 7'-0" 19.83 0.30 5.95 242.73 AREA WEIGHTED U-VALUE = 0.29 0 Gs Grey Sea 729 Laurel St Edmonds WA 98020 Project No: BLD2021-0591 Related Permits: N/A Assessor's Parcel No: 00484500703100 7522 REGISTERED A CH TECT dHN A. DEFOREST STATE OF WASHINGTON RESUB Jul 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT •a DeForest Architects 1 148 NW Leary Way Seattle, WA 98107 206.262.0820 d efo resta rc h i tects . co m Exterior Door & Window Schedules ISSUE HISTORY ID ISSUE DATE SD Schematic Design 10.28.20 P2 Building Permit 5.3.2A9001 I GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY TO NEW CONSTRUCTION UNLESS SHOWN OTHERWISE ON THE PLANS) CRITERIA ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. THE PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES AND STANDARDS REFERENCED BY THE BUILDING CODE. IN CASE OF CONFLICTING REQUIREMENTS, THE BUILDING CODE SHALL GOVERN. APPLICABLE CODES AND STANDARDS: ACI 318-14 AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. ASCE 7-16 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS. DESIGN LOADING CRITERIA LIVE LOADS: ROOF 25 PSF FLOOR 40 PSF DECK 60 PSF SNOW LOAD: 25 PSF GROUND SNOW LOAD SNOW LOADS PER IBC SECTION 1608 AND ASCE 7-16 WIND LOAD: BASIC WIND SPEED 110 MPH, EXPOSURE C, IMPORTANCE FACTOR 1.0, KZt = 1.0 WIND LOADS PER IBC SECTION 1609 AND ASCE 7-16 WIND UPLIFT (ON ROOF): 10 PSF SEISMIC LOADS: EQUIVALENT LATERAL FORCE METHOD PER ASCE 7-16 SEISMIC DESIGN CATEGORY D, SITE CLASS D LATERAL LOADS ARE TRANSFERRED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE SHEAR WALLS. FORCES BASED ON THE TRIBUTARY AREA FOR EACH SHEAR WALL ARE CARRIED BY THE SHEAR WALLS TO THE FOUNDATION. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SITE SAFETY AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM THE WORK. CONTRACTOR SHALL DETERMINE AND PROVIDE TEMPORARY BRACING FOR SAFETY AND STABILITY OF THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. GEOTECHNICAL FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE SHOULD BE VERIFIED BY A QUALIFIED GEOTECHNICAL ENGINEER. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE GEOTECHNICAL REPORT. ALLOWABLE SOIL PRESSURE 2000 PSF LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 55 PCF/35 PCF PASSIVE EARTH PRESSURE 200 PCF COEFFICIENT OF FRICTION 0.40 CONCRETE CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 318. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c=2500 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. CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C 260, AIR - ENTRAINING ADMIXTURES FOR CONCRETE. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH IBC SECTION 1904. REINFORCING STEEL SHALL BE NEW BILLET STOCK ASTM A 615, GRADE 60, fy=60,000 PSI (GRADE 40, fy=40,000 PSI IS ACCEPTABLE FOR #4 AND #5 BARS). BARS SHALL BE SECURELY TIED IN PLACE WITH #16 DOUBLE -ANNEALED IRON WIRE. BARS SHALL BE SUPPORTED ON ACCEPTABLE CHAIRS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 318. PROVIDE (2) #5 BARS AROUND ALL WINDOW AND DOOR OPENINGS. THESE BARS SHALL EXTEND 2'-0" MINIMUM BEYOND THE EDGE OF THE OPENINGS. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2'-0" MINIMUM. 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. ANCHOR BOLTS AND HOLDOWNS SHALL BE SECURED IN PLACE PRIOR TO THE CONCRETE POUR. "WET SETTING" OR "WET STICKING" DURING OR AFTER THE CONCRETE POUR IS NOT ACCEPTABLE. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER 36 BARS OR LARGER) 2" (# 5 BARS OR SMALLER) 1-1 /2" SLABS AND WALLS (INTERIOR FACE) 3/4 EPDXY-GROUT SHALL BE SIMPSON SET-XP ADHESIVE OR APPROVED EQUAL. DRILLED AND GROUTED REINFORCING BARS OR BOLTS SHALL BE EPDXY GROUTED UNLESS OTHERWISE NOTED. EPDXY SHALL BE MIXED, APPLIED AND CURED IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-2508. PLACEMENT AND CURING SHALL BE CONDUCTED WITH CONCRETE AND AIR TEMPERATURES ABOVE 50 DEGREES. APPLY EPDXY ONLY TO CLEAN, DRY CONCRETE. HOLE SIZE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE POSITIVE PROTECTION SO DOWELS ARE NOT DISTURBED DURING THE CURING PERIOD. NO REINFORCEMENT SHALL BE CUT TO INSTALL DOWELS. GROUTING REINFORCING BARS AND BOLTS INTO EXISTING CONCRETE SHALL BE ACCOMPLISHED BY DRILLING HOLES INTO EXISTING CONCRETE. HOLES MAY BE CUT BY EITHER ROTARY PERCUSSION DRILLING FOLLOWED BY AIR BLOWOUT WITH OIL -FREE COMPRESSED AIR OR DIAMOND CORE BORING FOLLOWED BY WATER FLUSH. THE CONTRACTOR SHALL CHIP AWAY A SUFFICIENT QUANTITY OF CONCRETE COVER OVER EXISTING REINFORCING TO ASSURE HOLE LOCATIONS CLEAR EXISTING REINFORCING. EXPANSION BOLTS SHALL BE ICC APPROVED AND INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. BOLT SPACING AND EMBEDMENTS SHALL BE AS DESIGNATED ON THE DRAWINGS. WHERE THE REQUIRED EMBEDMENT IS OMITTED, THE BOLT SHALL HAVE SUFFICIENT LENGTH TO PROVIDE AT LEAST THE EMBEDMENT SHOWN IN THE FOLLOWING SCHEDULE. UNLESS OTHERWISE SPECIFIED, BOLTS SHALL BE CARBON STEEL AND MAY BE INSTALLED WITHOUT SPECIAL INSPECTION. EXPANSION BOLTS IN CONCRETE SHALL BE HILTI KWIK BOLT TZ EXPANSION ANCHORS PER ICC-ES REPORT ESR-1917 OR A PREAPPROVED EQUAL, UNLESS NOTED OTHERWISE. MINIMUM EMBEDMENT IN CONCRETE (UNO BOLT SIZE MIN. EMBEDMENT 1 /21' 3" 5/81' 4" 3/4" 5" MECHANICAL AND ADHESIVE ANCHORS SHALL NOT BE INSTALLED IN CONCRETE LESS THAN SEVEN DAYS OLD. WOOD SAWN LUMBER SHALL BE KILN -DRIED OR MC-15, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: WALL STUDS AND PLATES JOISTS AND RAFTERS BEAMS AND STRINGERS 111I.�[.y.1►11�11�1:1�:� HF OR DF-LARCH HF OR DF-LARCH DF-LARCH NO. 1 1110I.1 willIn011=1 NO. 2 NO. 2 Fb = 1300 PSI Fb = 1200 PSI Fc = 1000 PSI BOLTED STUDS, LEDGERS, MISC. HF OR DF-LARCH NO. 2 GLUED -LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSI/AITC A190.1-07, ASTM D-3737-03, AITC 117-04 AND AITC 119-96. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY A.I.T.C. CERTIFICATE OF CONFORMANCE. SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb=2400 PSI, Fv=165 PSI. CANTILEVERED AND MULTI - SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb=2400 PSI, Fv=165 PSI. CAMBER ALL GLULAM BEAMS TO 3500 FOOT RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. LAMINATED VENEER LUMBER (LVL) SHALL BE MANUFACTURED IN A PLANT UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. Fb=2600 PSI, E=1.9x106 PSI, Fv=285 PSI. DESIGN SHOWN ON PLANS IS BASED ON MICROLLAM LVL PRODUCTS MANUFACTURED BY WEYERHAEUSER. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. PARALLEL STRAND STRAND LUMBER (PSL) SHALL BE MANUFACTURED IN A PLANT UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. Fb=2900 PSI, E=2.Ox106 PSI, Fv=290 PSI. DESIGN SHOWN ON PLANS IS BASED ON PARALLAM PSL PRODUCTS MANUFACTURED BY WEYERHAEUSER. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. PREFABRICATED PLYWOOD WEB JOISTS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL BE DETERMINED, DETAILED AND FURNISHED BY THE MANUFACTURER. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. DESIGN SHOWN ON PLANS IS BASED ON TRUS-JOIST PRODUCTS MANUFACTURED BY WEYERHAEUSER. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH APA PDS-04. PROTECT SHEATHING FROM WATER DAMAGE WHILE STORED AT JOB SITE. REFER TO WOOD FRAMING NOTES FOR TYPICAL NAILING. UNLESS NOTED OTHERWISE ON DRAWINGS, TYPICAL PLYWOOD SHEATHING SHALL BE AS FOLLOWS: ROOF SHEATHING SHALL BE 5/8" WITH SPAN RATING 24/0. FLOOR SHEATHING SHALL BE 3/4" WITH SPAN RATING 32/16. WALL SHEATHING SHALL BE 1 /2" WITH SPAN RATING 24/0. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE. WOOD CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C-C-2019, (OR LATEST EDITION). EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. INSTALL CONNECTORS ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. UNLESS NOTED OTHERWISE ON PLANS, USE TYPE LU OR HU HANGERS. CONNECTION HARDWARE AND FASTENERS TO PRESSURE TREATED (P.T.) WOOD SHALL BE EITHER: A) SIMPSON ZMAX COATED WITH HOT -DIP GALVANIZED FASTENERS, OR B) STAINLESS STEEL WITH STAINLESS STEEL FASTENERS. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1 OF THE IBC. UNLESS NOTED OTHERWISE, NAILS SHALL BE COMMON. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. WALL FRAMING - STUDS SHOWN SHALL BE 2x4 STUDS @ 16" O.C. AT INTERIOR WALLS AND 2x6 @ 16" O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. 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 8'-0" IN HEIGHT. STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 16" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS @ 6'-0" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH 10d @ 6" O.C. STAGGERED. REFER TO THE PLANS AND SHEARWALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. 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. PROVIDE BRIDGING AT 8'-0" O.C. AND SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL 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 16d @ 12" O.C. STAGGERED. LAY PLYWOOD ROOF AND FLOOR SHEATHING WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 10d NAILS @ 6" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND AT 12" O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOIST/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. GLUE SHEATHING TO FRAMING AT PANEL EDGES AND INTERMEDIATE SUPPORTS. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" O.C. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS. PROVIDE FLAT 2x BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. PROVIDE HURRICANE TIES AT ROOF OVERHANGS AS SHOWN ON DRAWINGS. IF NOT INDICATED OTHERWISE, PROVIDE SIMPSON H1 OR H3 TIES AT 48" O.C. BETWEEN TRUSSES OR JOISTS AND WALL TOP PLATE. STEEL STEEL REFERENCE SPECIFICATIONS: STRUCTURAL STEEL AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, JULY 7, 2016 EDITION HIGH STRENGTH BOLTS AISC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH -STRENGTH BOLTS, AUGUST 1, 2014 EDITION WELDING AMERICAN WELDING SOCIETY (AWS) D1.1/D1.1M-2020 STRUCTURAL WELDING CODE - STEEL AWS PREQUALIFIED JOINT DETAILS WELDER CERTIFICATION AMERICAN WELDING SOCIETY (AWS) WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) STRUCTURAL STEEL MATERIALS: STRUCTURAL STEEL, UNO CONNECTION MATERIAL & MISC. STEEL 641111:L1N0111161 ANCHOR BOLTS WOOD CONNECTION BOLTS THREADED RODS WELDING ELECTRODES ASTM A992, Fy = 50 KS ASTM A36, Fy = 36 KSI ASTM A-325 ASTM A-307 ASTM A-307 ASTM A-36 E70XX STRUCTURAL STEEL: STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE REQUIREMENTS OF IBC CHAPTER 22. STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO WEATHER SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM A-123. GALVANIZE BOLTS AND SIMILAR THREADED FASTENERS EXPOSED TO WEATHER IN ACCORDANCE WITH ASTM A-153, CLASS C AND D, AS APPLICABLE. ALL FIELD WELDS EXPOSED TO WEATHER SHALL BE COATED WITH BRUSH APPLIED ZINC -RICH PAINT COMPLYING WITH ASTM A-780 (GALVACON OR EQUIVALENT). ALL STEEL ANCHORS AND TIES AND OTHER MEMBERS EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED. WELDING: WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY AWS/WABO CERTIFIED WELDERS, WHO ARE QUALIFIED FOR THE WELD TYPE THEY PERFORM, USING E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDS SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZE. INCREASE WELD SIZE TO AWS MINIMUM SIZES BASED ON PLATE THICKNESS. MINIMUM WELDING SHALL BE 3/16 INCH. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. ALL FIELD WELDING REQUIRES SPECIAL INSPECTION BY A QUALIFIED SPECIAL INSPECTOR. SHOP DRAWINGS: SUBMIT STEEL SHOP DRAWINGS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. ABBREVIATIONS AB ANCHOR BOLT MAX MAXIMUM ARCH ARCHITECT, ARCHITECTURAL PSL PARALLEL STRAND LUMBER B/ BOTTOM OF PT PRESSURE TREATED CONT CONTINUOUS SIM SIMILAR EF EACH FACE SOG SLAB ON GRADE EXIST EXISTING T/ TOP OF EW EACH WAY TYP TYPICAL FTG FOOTING UNO UNLESS NOTED OTHERWISE GL GLULAM VERT VERTICAL, VERTICALLY HORIZ HORIZONTAL, HORIZONTALLY WWF WELDED WIRE FABRIC LEGEND: 0 POST BELOW ® POST STARTING AT OR CONTINUING THROUGH THIS LEVEL BEARING WALL STARTING AT OR CONTINUING THROUGH THIS LEVEL - � BEARING WALL BELOW SHEAR WALL STARTING AT OR CONTINUING THROUGH THIS LEVEL Li INDICATES FRAMING DIRECTION SHEATHING SOLID WOOD, CONTINUOUS SOLID WOOD, DISCONTINUOUS (I.E. "BLOCKING") (E) EXISTING DRAWING INDEX 51.0 STRUCTURAL NOTES S2.1 FOUNDATION/LOWER LEVEL PLAN 52.2 MAW LEVEL FRAMING PLAN S2.3 ROOF FRAMING PLAN 53.0 TYPICAL DETAILS 53.1 SECTIONS &DETAILS 53.2 SECTIONS 8c DETAILS S3.3 SECTIONS &DETAILS 53.4 SECTIONS &DETAILS LJ a � 0 U z Q z� 0. C1 w it y �jg WASgJ�OJy� o sT� 37099 RAL IONAL E��1 2020.09 R Jul CITY DEVELO DE W W O �o a Oa W � F T/1 V1 T 1 y 9 W V � � 04.14.21 PERMIT SET 09.21.20 SD SET DATE NOTE sloo SUB 6 2021 FEDMONDS RENT SERVICES ARTMENT C7 FOUNDATION/LOWER LEVEL PLAN SCALE: 1/4" = 1'-0" PLAN NOTES: 1. SEE STRUCTURAL NOTES FOR TYPICAL INFORMATION. SEE ARCHITECTURAL FOR INFORMATION NOT SHOWN. 2. BOTTOM OF ALL FOOTINGS SHALL BE 18" MINIMUM BELOW FINISHED GRADE. FOOTINGS MAY BE STEPPED PER 2/S3.1 AT CONTRACTOR'S OPTION. 3. INSTALL SLAB ON GRADE OVER 6" MINIMUM OF FREE DRAINING SAND AND GRAVEL. SEE 1 /S3.1 FOR ADDITIONAL INFORMATION. COORDINATE SAW CUT LOCATIONS WITH ARCHITECT. 4. Al INDICATES SHEAR WALL TYPE, SEE SCHEDULE ON 7/S3.0. 5. "HDU" INDICATES SIMPSON HOLDOWN TYPE, SEE SCHEDULE ON 8/S3.0. 6. EXTERIOR SLAB ON GRADE SHALL HAVE A DOWN - TURNED EDGE 12" THICK BY 6" WIDE WITH (2) #4 CONTINUOUS TOP AND BOTTOM AT EDGES. 7. CONNECTION HARDWARE TO PRESSURE TREATED (P.T.) WOOD SHALL BE EITHER A) SIMPSON ZMAX COATED WITH HOT -DIP GALVANIZED FASTENERS, OR B) STAINLESS STEEL WITH STAINLESS STEEL FASTENERS. 8. WHERE NEW FOOTING OR FOUNDATION WALL ABUTS EXISTING CONCRETE, DRILL IN AND EPDXY GROUT #4 x 2'-6" BARS TO MATCH HORIZONTAL REINFORCEMENT IN NEW CONCRETE (4-1/2" MINIMUM PENETRATION INTO EXISTING CONCRETE). BOTTOM OF NEW FOOTING TO MATCH BOTTOM OF EXISTING FOOTING. 1 2 � In �lob1 PO I I J I I I I � I 1 I I I I EXISTING FOUNDATION TO REMAIN (FIELD VERIFY) I 1 I ti0 I I I I 1 I 1 6/S3.1 I I DI 1 I I I I Ln 0) P — — F_ — J \'I 3/S3.1 8'-0" 1D E 7 36"06"x10" FOOTING W/ (4) #4 IEACH WAY, BOTTOM 1 I I - _ 6+ QI--------------I I 11 I 4 SLAB ON I 11 I I 3/4" PLYWOOD ON GRADE W/ I WWF 6x6 1 Z. I I W1.4xW1.4 1 I I I I I I 1 I I I I I I 1 I I — — J SEE PLAN NO E 8, TYP 4 5 6 L-J L _ LINE OF FLOOR ABOVE F- I I U ' c f r— — — — — — — — — - -- — — — — — --- I I 36"x36"x10" FOOTING W/ (4) #4 EACH I WAY, BOTTOM EXISTING FOUNDATION TO REMAIN j 1 (FIELD VERIFY) 36"06"x10" FOOTING W/ (4) #4 EACH WAY, BOTTOM I I I L -16 I I 4/S3.1 I I 1 SAWCUT EXISTING SLAB I I FOR FOOTING, TYPICAL I I I STAIR PER ARCH W/ I L (3) 2x12 NOTCHED STRINGERS, TYPICAL I 5 L J I Dr � I I I I I �Y FI I II 'I 36"x36"x10" FOOTING I I I I _T- I I I I I I I 1 1-1 I I I I I I I I I I I I I I i i i i i � 7/s3.i i i � BEARING ON UNDISTURBED SOIL OR COMPACTED FILL I I� SEE PLAN NOTE 8, TYP L—J EXISTING CONCRETE FOUNDATION WALL & FOOTING TO REMAIN, TYP F_--1 I of L L—J W/ (4) #4 EACH I I WAY, BOTTOM L I I I I I I I I I I I I I I I 48 ' 1 FLUSH 'Ll I I I I I II II II II 1 L--- EXISTING SLAB ON I I 2x8 @ 16" OC GRADE TO REMAIN, TYP I I AT LANDING II II j I I I I I I I 24"x24"x10" FOOTING J 1 W/ (3) #4 EACH EXISTING FOUNDATION TO INFILL WALL TO WAY, BOTTOM 1 1 REMAIN (FIELD VERIFY) 1 MATCH EXISTING I I I I I I I I I I I I I I I I &� - t&131 -----`"_---- - - - - -- I L -- - -- - - - - - -- - -----Ifib-- � I 36"06"x10" FOOTING I W/ (4) #4 EACH WAY, BOTTOM I DRIVEWAY PER ARCH I 4 I I -- - - - - - - - - - - - - - - - - - - - E 01 INFILL WALL TO MATCH EXISTING I CONCRETE SITE � WALL PER 12/53.1 I I 5 6 0 W uj 4J uj W Of J Q U d Z Q CD U Z CD QI W 0 z w w Of u of W a] N O CV a � 0 u x C� Q Z w4 0. d o4 y �jY WAsgJ�OJy� o sT� 37099 U��RAL IONAL E��1 2020.09 WJul CITY DEVELO W DE W W O Oa z o �0 H T/1 F V1 y V � � 04.14.21 PERMIT SET 09.21.20 SD SET DATE NOTE S2101 SUB 62021 FEDMONDS RENT SERVICES ARTMENT 0 LJ MAIN LEVEL FRAMING PLAN SCALE: 1/4" = 1'-0" PLAN NOTES: 1. SEE STRUCTURAL NOTES FOR TYPICAL INFORMATION. SEE ARCHITECTURAL FOR INFORMATION NOT SHOWN. 2. Al INDICATES SHEAR WALL TYPE, SEE SCHEDULE ON 7/S3.0. 3. "HDU" INDICATES SIMPSON HOLDOWN TYPE, SEE SCHEDULE ON 8/S3.0. 4. ALL TJI'S ARE TJI 230 SERIES BY TRUS JOIST, UNO. PROVIDE IUS OR ITS HANGERS TO FLUSH BEAMS, UNO. 5. IT IS ACCEPTABLE TO INTERRUPT THE DOUBLE TOP PLATE WITH WINDOW HEADERS WHERE NECESSARY. WHERE ONE TOP PLATE CONTINUES OVER THE HEADER, SPLICE PER DETAIL 10/S3.0. WHERE BOTH TOP PLATES STOP AT HEADER, ADD ONE LSTA9 AT EACH END OF HEADER TO ADJACENT DOUBLE TOP PLATE. 6. SPAN DIRECTION OF EXISTING FRAMING IS ASSUMED AS SHOWN. NOTIFY STRUCTURAL ENGINEER IF ACTUAL CONDITIONS DIFFER FROM ASSUMED. SEE ARCH FOR SOLID SURFACE DECK ASSEMBLY 1 2 3 N \ PSL 5.25x9.5 ALI �6 4/S3.2 o v Ln N O Ln 3/4" PLYWOOD SHEATHING L, � O PSL 3.5x9.5 FLUSH �O Lri 4- �O 4 GO 0 PSL 5.25x9.5 Ln o = x N J cn (n NIII 5/S3.2 xW 00 NO PSL 5.25x9.5 Cl") J Li Ln 5 6 3/4" PLYWOOD ON 2x8 @ 16" OC AT CURBLESS SHOWER \6' 6, poll (2) 2x6 MIN 10/S3.1 � I 1 /S3.2 �,��. I � — — (E) 2x 10 @ 16 OC III ---------------- ___= TO REMAIN ---------------- �OQ I (BELOW) x I CD POO c=n 410 FLUSH I BOG a 8/S3.4 'y0 9.5" TJI 230 @ 16" OC PSL 3.5x9.5 FLUSH a 9 S3.1 P.T. 410 FLUSH W/ HUC410, TY CD X = cn LL 9/S3.4 0 x = cn P.T. 410 FLUSHI — ® —7 — O = I V) o oJFLUSH� \BLS c=n Li GD'� Q cn = 1 �� L, w J 11 S3.2 ��� x / I o L,,=v O _ Q-----�x III`°+ 2" CONCRETE PAVERS PER ARCH 4x10 FLUSH � oo PSL 3.5x9.5O�� ON P.T. 2x 10 @ 16 OC 1 N 1 --------------- LOW) I 10/IS3 4 00 I N 1Ln DEC ING _ I I PER ARCH 6/S3.2 1Ln I ' N I I I I I I 6/S3.4 LX CD Q Ln x CD I I 9/S3.2 I 2x10 @ 9.5" TJI 230 j c I — O 1 16 OC @ 16 OC Q, I Q � I 1 �G 1 � I O\6` 10/S3.2 I PSL 3.5x9.5 FLUSH G�� \�, TYP PSL 5.25x9.5 I \S/I FLUSH O 00 � 3/4" PLYWOOD `V Q �, 9.5 TJ 1 23 I _ SHEATHING I T 0) 16" OC 6x10 ABOVE A E — PSL 5.25x9.5 FLUSH cn 11 /S3.2 m SIM r- c JI 9.5" TJI 230 @ 1 " OC h W14x26 Lq 7/S3.2 x Ln cl- Q+Q (E) HEADER 8/S3.1 (2) 2x6 MIN II 9.5" TJI 230 @ 16" OC — — (E) 2x10 @ 16" OC TO REMAIN II (BELOW) O�`L I10/S3.1 �11 II II a 4'-0' II I (2) 2x6 c \: / 00U) 0� a � 0 U x C� Q Z� C1 w dL y of wAsNJ��I�� o sT� 37099 RAL B' G� ��8IONAL E��1 2020.09 Jul CITY VELD DE W �D w Oa o W F y T� V 04.14.21 PERMIT SET 09.21.20 SD SET DATE NOTE S202 SUB 6 2021 FEDMONDS RENT SERVICES ARTMENT C7 LJ ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" PLAN NOTES: 1. SEE STRUCTURAL NOTES FOR TYPICAL INFORMATION. SEE ARCHITECTURAL FOR INFORMATION NOT SHOWN. 2. ALL TJI'S ARE TJI 230 SERIES BY TRUS JOIST, UNO. PROVIDE IUS OR ITS HANGERS TO FLUSH BEAMS, UNO. 3. IT IS ACCEPTABLE TO INTERRUPT THE DOUBLE TOP PLATE WITH WINDOW HEADERS WHERE NECESSARY. WHERE ONE TOP PLATE CONTINUES OVER THE HEADER, SPLICE PER DETAIL 1O/S3.0. WHERE BOTH TOP PLATES STOP AT HEADER, ADD ONE LSTA9 AT EACH END OF HEADER TO ADJACENT DOUBLE TOP PLATE. 4. STRUCTURE HAS BEEN DESIGNED FOR 5 PSF FUTURE SOLAR PANELS. x Lq 1 2 5 4 5 9.5" TJI 230 @ 24" OC P �FQ I GL 3.5x7.5 (2) 2x6 I I @ 24" OC PSL 3.5x9.5 FLUSH PSL 3.5x9.5 I I FLUSH I d ILn — — — — — — L---- L----- --- -- --� (2) 2x6Lq I ro �I N1 PSL 3.5x9.5 FLUSH I I I`' NI LX — — — — I - --- --_------ I AL I Lq 8/S3.3 I �I C-DL? _ 014 I L--------- ------- l J C-D S II �I 1/S3.3 II _--� 9/S3.3 PSL 3.5x9.5 FLUSH 6/S3.3 9.5" TJ 1 230 @ 4OC 5/S3.3���PSL 3.51x9.5 FLUSH IrxIL;IICD Lq IrxIX � � IILqro cD L NI L� SLo 25" TJI 230 8/S3.3 x Lq I _ II 4/S3.3 I SEE PLAN NOTE 4, TYP I I II C-- I 9.5" TJI 230 1 I SLOPE DOWN PER ARCH i _ 1.25x9.5 TIMBERSTRAND BLOCKING I PSL 3.5x9.5 FLUSH GL 3.5x7.5 7/1 PSL 3.5x9.5 FLUSH cn @ 24 OC 1 LE---------� II I II ------ �—� Lo I� xl 1 � I J cD II �I I XI I CD I 5/8" PLYWOOD SHEATHING , I I I V ZII 518"I (PLYWOOD SHEATHING 2� 2x6 L' —I PSL 3.5x9.5 FLUSH CONTINUOUS CS20 ABOVE AND BELOW WINDOW /S3.3 IrxIL;IICD Lq IrxIX � � IILqro cD L NI L� SLo 25" TJI 230 8/S3.3 x Lq I _ II 4/S3.3 I SEE PLAN NOTE 4, TYP I I II C-- I 9.5" TJI 230 1 I SLOPE DOWN PER ARCH i _ 1.25x9.5 TIMBERSTRAND BLOCKING I PSL 3.5x9.5 FLUSH GL 3.5x7.5 7/1 PSL 3.5x9.5 FLUSH cn @ 24 OC 1 LE---------� II I II ------ �—� Lo I� xl 1 � I J cD II �I I XI I CD I 5/8" PLYWOOD SHEATHING , I I I V ZII 518"I (PLYWOOD SHEATHING 2� 2x6 L' —I PSL 3.5x9.5 FLUSH CONTINUOUS CS20 ABOVE AND BELOW WINDOW /S3.3 o _ N o cif Q a_ I_ o� N cn Lq� 0 L— �2j 2x8 J 6 2,-O» TYP _ 9.5" TJI 230 @ 24" OC 3/S3.3 0 w Li W W J J Q U d Z Q CD U Z CD W 0 z w w o' c� bi W a] O CD CV a � 0 U x C� Q z 0. C1 w v j)F WAS — - 0 � o sT� 37099 AL ONAL E��1 2020.09 R Jul CITY DEVELO DE W � o TT1� a V Oa W � T/1 F h�l V1 y � O 04.14.21 PERMIT SET 09.21.20 SD SET DATE NOTE S203 SUB 6 2021 FEDMONDS RENT SERVICES ARTMENT C7 LJ HEADER - WINDOW - SILL BOLTING - - USE 5/8" 0 A-307 ANCHOR BOLTS @ 6'-0" OC O (7" MINEUNBE INTO CONCRETE) USE 5/8" 0 x 8 TITEN HD AT EXISTING CONCRETE col I!'C IAILICDC nrrl IDC CCC TOP PLATES DETAIL 10 ON THIS SHEET HEADER END NAILING - SEE SCHEDULE KING STUD OR STUDS TRIMMER STUD OR STUDS ROUGH WINDOW SILL - SEE SCHEDULE P.T. SILL PLATE (NOTE 3) A IIAI nC 11)` Onl TC` TYPICAL WALL FRAMING DETAIL FULL -HEIGHT HOLDOWN STUDS, SEE HOLDOWN SCHEDULE FOR NUMBER OF STUDS REQUIRED PER WAL� vv� KING & TRIMMER STUDS, NUMBER & SIZE AS REQUIRED AT WALL OPENINGS HEADER - SEE SCHEDULE FOR SIZE UNLESS NOTED OTHERWISE ON PLANS TOP OF CONCRETE 7 x BOLT DIAMETER MIN, 12" MAX, TYP AT WALL ENDS HOLDOWN PER PLAN P.T. SILL PLATE W/ SDS SCREWS & ANCHOR BOLTS, SEE SHEARWALL TOP OF CONCRETE SCHEDULE 7" MIN EMBED II I I 4" MAX f Ole INTO CONCRETE J«I y SIMPSON ANCHOR BOLT PER HOLDOWN SCHEDULE N 1 � BOTTOM OF FOOTING 1'-0" THICKEN FOOTING AS NEEDED FOR MINIMUM EMBED SHOWN IN HOLDOWN SCHEDULE HEADER END NAILING NOMINAL DEPTH END NAILING 8" (6) 16d 10 (8) 16d 12 (10) 16d ROUGH WINDOW SILL ROUGH OPENING # OF SILLS REQUIRED END ATTACHMENT 4'-0" MAX 1 (2) 16d END NAIL 8'-0" MAX 2 (2) 16d END NAIL HEADER SIZE MAX ROUGH OPENING HEADER 4'-0" (2) 2x8 6'-0" 1 (2) 200 8'-0" (2) 202 NOTE: 1. UNLESS NOTED OTHERWISE, NAILING SHALL CONFORM TO IBC TABLE 2304.10.1. 2. HEADER SIZE SHALL BE AS SCHEDULED UNLESS NOTED OTHERWISE ON PLANS. HEADERS CAN MATCH WALL STUD WIDTH AT CONTRACTOR'S OPTION. 3. ONE TRIMMER STUD AND ONE KING STUD REQUIRED AT WALL OPENINGS UNO. 4. 3"0"x1/4" SQUARE WASHERS REQUIRED AT ALL SHEAR WALL SILL BOLTS. 2"x2"016" SQUARE WASHERS ARE ACCEPTABLE AT ALL OTHER SILL BOLTS. NO SCALE 2 �- NUMBER & SIZE OF FULL -HEIGHT BUNDLED STUDS REQUIRED EACH END PER SHEARWALL HOLDOWN SCHEDULE -----_-_-_-_ F_r_7 T_1___17__TF_-17_n__7r--T-1--�T--TIL--I T PANEL EDGE I•I I I I I I I I I I I'I I I I I I I I I I I I 1.1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 111 1 1 ++.+ I III I I I' I I I I I I I I I I I I' I I I I h'"I""r I• I- NAIL SIZE & SPACING �I I�I I•I I. I I�I I•I I�I I�I I•I I. I�I • • PICA B ND ED STUD @ PANEL EDGES PER ' I I I I I• I I I I I I I I I I I I• I I I .L1'1 I I I NA SHEARWALL SCHEDULE • • HOLDOW SCHEDULE) DISTRIBUTED OVER ALT • 1 1.1 1.1 1. 1 1.1 1.1 1.1 1.1 1.1 1. 1 1.1 1 •�--I I I BUNDLED STUDS (TYP) 1.1 I I I I I I I I I I I I I I I' I I I �_H. I I I III I I I I I I I I I I I I' I I I I; rlrt I. I. �I I�I I I�I I•I I�I I�I I•I I.I I�I I I I I I I NAIL SIZE & SPACING @ - I - I I - I• I - I I - I I' I I - - I' I' INTERMEDIATED FRAMING ' MEMBERS PER SHEARWALL I I F_� �--1 1`7� �� ��-�� ��-�--I I'_ -�4 1'-, _11 IL- I'_ I-, SCHEDULE 1.1 1 I 1 1 1 1 1 1 It I 1 1 1 1 1 1 1 1 11.1 1 1 1 DOOR •I I•I I•I I•I I•I I•I I' I I•I I•I I•I I•I I•I I•I I'I' NAIL SIZE & SPACING @ I I I I I I I I I; I I I I I I I I I I. I I I• I PANEL EDGES PER . . . . . . . . . SHEARWALL SCHEDULE I-t I I I 101 I I I I. I I I I I I. I I I I SOLID BLOCKING AT �� I• I I I I I I I I I I I I I I I I I I I• I' I' ALL PANEL EDGES .I I•I .I I•I I•I I.I I' I I•I I•I I•I I•I I.I 1.11 I.1• 1.4 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 I •+--I� I. I. NOTES: DETAIL 5 L _I - 1 L _ U -III L _ 1 _ .� 1.. .LI -I 1 _ _ L L_ _I� LI - -1 1. FOR ITEMS NOT SHOWN OR THIS SHEETNOTED SEE DETAIL 2 THIS .. ..... ................ . ...�tj .... . .. DISTRIBUTE NAIL 4" MAX SHEET SPACING EQUALLY OVER HOLDOWN PER PLAN FASTENER SIZE & SPACING 2. PLYWOOD MAY BE INSTALLED ALL BUNDLED STUDS PER SHEARWALL SCHEDULE EITHER VERTICALLY OR DETAIL 7 ON THIS SHEET HORIZONTALLY. TYPICAL SHEARWALL FRAMING D ETAI L NO SCALE 4 SHEARWALL SCHEDULE (ALL VALUES BASED ON 2018 IBC) WALL SHEATHING BLOCKING & PLATE CKN EDGE INTERMEDIATE WALL CONNECTION @BOTTOM WALL CONNECTION @TOP ANCHOR BOLT SIZE & SPACINGTO CONCRETE CAPACITY ( )(NO6) SYMBOL TESHI & ) NAILING NAILING OF WALL TO BLOCKING OF WALL TO BLOCKING Al 15/32" APA RATED SHEATHING - 1 SIDE 2x 8d @ 6" OC 8d @ 12" OC 1/4" x 6" SDS @ 16" OC A35 @ 24" OC 5/8" @ 48" OC 242 A2 15/32" APA RATED SHEATHING - 1 SIDE 2x 8d @ 4" OC 8d @ 12" OC 1/4" x 6" SDS @ 12" OC A35 @ 16" OC 5/8" @ 36" OC 350 A5 15/32" APA RATED SHEATHING - 2 SIDES 3x 8d @ 4" OC 8d @ 12" OC 1/4" x 6" SDS @ 6" OC A35 (OR LTP4) @ 16 OC EACH FACE 5/8" @ 24" OC 707 NOTES: 1. (2) MINIMUM 16d NAILS PER BLOCK EACH END. 2. BLOCKING REQUIRED FOR ALL PANEL EDGES. 3. VALUES BASED ON HEM -FIR SPECIES. 4. NAIL VALUES BASED UPON COMMON NAILS OR 0.131 x 2-1/2" P-NAILS FOR 8d NAILS, 0.148 x 3" P-NAILS FOR 10d NAILS, AND 0.162 x 3-1/2" P-NAILS FOR 16d NAILS DRIVEN FLUSH. DO NOT OVERDRIVE NAILS. 5. FOR TWO-SIDED SHEARWALLS WITH NAIL SPACING LESS THAN 6" OC, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR 3x FRAMING OR THICKER, AND NAILS ON EACH SIDE SHALL BE STAGGERED. (DOUBLE 2x FRAMING IS ACCEPTABLE IN LIEU OF 3x FRAMING. NAIL DOUBLE 2x FRAMING TOGETHER PER EDGE NAILING REQUIREMENTS.) 6. WHERE SHEAR CAPACITIES EXCEED 350 PLF, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE 3x MEMBERS. NAILS SHALL BE STAGGERED. (DOUBLE 2x FRAMING IS ACCEPTABLE IN LIEU OF 3x FRAMING. SILL PLATES MUST BE 3x MEMBERS. NAIL DOUBLE 2x FRAMING TOGETHER PER EDGE NAILING REQUIREMENTS.) 7. ALL SHEARWALL ANCHOR BOLTS SHALL HAVE 3"x3"x1 4" BEARING PLATE WASHERS AT WOOD BEARING CONDITIONS. WHERE SHEAR CAPACITIES EXCEED 400 PLF THE EDGE OF THE PLATE WASHERS SHALL EXTEND TO WITHIN 1/2" OF THE PLYWOOD SHEATHING. 8. SEE DETAIL 8 FOR SHEARWALL HOLDOWN SCHEDULE. 9. CONNECTION HARDWARE TO PRESSURE TREATED (P.T.) WOOD SHALL BE EITHER A) SIMPSON ZMAX COATED WITH HOT -DIP GALVANIZED FASTENERS, OR B) STAINLESS STEEL WITH STAINLESS STEEL FASTENERS. 10. USE 5/8" x 8" TITEN HD WITH 3"0"x1/4" SQUARE WASHERS AT EXISTING CONCRETE. SHEARWALL HOLDOWN SCHEDULE CAST -IN -PLACE EPDXY -GROUTED MIN NUMBER OF HOLDOWN FULL -HEIGHT FACE NAILING FOR TYPE (NOTE 1) ANCHOR REQ. EMBEDMENT THREADED REQ. EMBEDMENT BUNDLED STUDS BUNDLED STUDS BOLT INTO CONCRETE ROD INTO CONCRETE (NOTES 2 & 3) (NOTES 2 & 3) (NOTE 4) DIAMETER (NOTE 5) HDU2 SSTB16 12 5/8" 5/8" 10" 2 10d@6"OC STAGGERED ALTERNATE FACE HDU5 SSTB16 12 5/8" 5/8" 10" 2 10d@6"OC STAGGERED ALTERNATE FACE HDQ8 SSTB28 24 7/8" 7/8" 15" 3 iod@6"OC STAGGERED ALTERNATE FACE NOTES: 1. SEE PLAN FOR HOLDOWN SIZE. 2. BUNDLED STUDS TO MATCH TYPICAL WALL STUD SIZE. SEE DETAIL 12 FOR BUNDLED STUD DETAILS. 3. FOR BUNDLES of 3 OR MORE, STUDS SHALL BE BUNDLED PER 2 STUDS WITH 10d @ 6" OC STAGGERED FOR EACH ADDITIONAL STUD. 4. ALL SIMPSON SSTB AND SB ANCHOR BOLTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 5. SPECIAL INSPECTION MAY BE REQUIRED BY LOCAL JURISDICTIONS FOR EPDXY -GROUTED HOLDOWNS. TYP 'HD' -TYPE HOEDOWN TO CONIC5 SHEARWALL SCHEDULE NO SCALE 7 HOEDOWN SCHEDULE NO SCALE 8 NOTE: MST STRAP CAN BE INSTALLED DIRECTLY TO WALL STUDS OR OVER PLYWOOD SHEATHING. (2) FULL -HEIGHT BUNDLED STUDS FACE NAILED W/ 1Od 6" OC STAGGERED, ALTERNATE FACE. SEE DETAIL 12 FOR BUNDLED STUD DETAILS JOIST ORIENTATION PER PLAN MST STRAP DETAIL HING JOINT IN LOWER PLATE @ STUD FULL WIDTH BLOCKING REFER TO PLAN FOR LOCATIONS WHERE WALL CONTINUES 4'-0" SPLICE (TYP; -16012"OC WITHIN SPLICE NAILS -SEE NOTE 1 NAILED SPLICE 1 1 /2" TYP STAGGERED NOTES: 1. MIN PLATE SPLICE IS (6) 16d EACH SIDE OF UPPER JOINT. 2. PROVIDE CONTINUOUS TOP PLATES (NO JOINTS) WHERE WALLS ARE 12'-0" OR LESS IN LENGTH. NO SCALE g TYPICAL TOP PLATE SPLICES JOINT IN UPPER PLATE @ STUD STANDARD WASHER SIZES BOLT ROUND WASHER SQUARE WASHER 1 /2" 1 1/16" 1 3/4" 5/8" 1 5/16" 1 3/4" 3/4" 1 15/32" 1 3/4" 7/8" 1 3/4" 1 3/4" NOTES: 1. USE STANDARD ROUND OR SQUARE WASHERS AT ALL BOLTS BEARING DIRECTLY ON WOOD FRAMING, UNO. 2. ALL SHEARWALL ANCHOR BOLTS SHALL HAVE 3"x3"x1/4" BEARING PLATE WASHERS AT WOOD BEARING CONDITIONS. NOSCALE 10 STANDARD WASHERS U O r) CTI I F1C NAILING FOR TWO BUNDLED STUDS Q �U w 3 OR MORE STUDS NoSCALE 11 TYPICAL BUNDLED STUD DETAILS NO SCALE 12 u a � o � z Q z� w0. IR a w 'D B� ) Og WASNt��� 1-1) d sT 37099 RAL IONAL E��1 2020.09 RE Jul 1 CITY OF DEVELOPM DEPA W � W F y � r� V 04.14.21 PERMIT SET 09.21.20 SD SET DATE NOTE S360 SUB 2021 )MONDS T SERVICES MENT c� PAINT W/ CURING COMPOUND GREASE ONE END OF DOWELS FROM AS BOND BREAK BEFORE JOINT TO DOWEL END. ALL GREASED ADJACENT SLAB IS POURED DOWEL ENDS TO BE AT AME SIDE OF JOINT STEP FOOTING LOCATION 2'-0" SEE PLAN FOR REINF SEE PLAN FOR BASE 1'-4" SMOOTH DOWEL BARS @ ----F— MATCH TYP. 12" OC W/ DIAMETER = 1 /8 x t 2,-0„ FTG. REINF. CONSTRUCTION JOINT FLUSH AGAINST UNDERSIDE OF PERPENDICULAR SLAB REINF BEARING WALL METAL OR PREMOLDED JOINT STRIP < PLYWOOD SHEATHING P.T. SILL PLATE, PER PLAN PLACED FLUSH W/ SURFACE WHEN = BOLT TO FOUNDATION SLAB IS POURED OR 1 /8" SAWCUT _CD PATIO/SIDEWALK/ PER TYPICAL DETAILS CONTROL JT TO BE FILLED W/ MASTIC TYPICAL FOOTING FINISH GRADE 1 REINF. PER PLAN (1) #4 CONT. SAWCUT EXISTING SLAB P.T. SILL PLATE, 1.5 & DETAILS z I • FOR NEW FOOTING BOLT TO FOUNDATION SLAB ON GRADE PER TYPICAL DETAILS BOTTOM OF FTG. 1.5"D" x x x x ELEVATION PER \\ \\ \\ \\\ I I SEE PLAN FOR REINF SEE PLAN FOR BASE CUT 1/2 OF REINF CROSSING PLAN TYP. (1'-6" MIN.) z \/�/ II CONTROL JOINT #4 @ 12" OC HORIZ NOTES: CONTROL JOINT TYPICAL FOOTING & #4 @ 18" OC VERT 1. REFER TO PLAN FOR SLAB THICKNESS AND REINFORCING. REINF. PER PLAN 00 2. CONTROL JOINTS TO BE SPACED @ 12'-0" OC MAX, EACH WAY, UNO. RATIO OF DISTANCE & DETAILS ` — III III (2) #4 CONT. BETWEEN CONTROL JOINTS IN EACH DIRECTION FOR A SLAB PANEL SHALL NOT EXCEED 1.5. CONSTRUCTION JOINTS PER THIS DETAIL SHALL BE CONSIDERED AS CONTROL III IIIA — JOINTS FOR CONTROL JOINT SPACING REQUIREMENTS. DRAINAGE 6"10 01 6" 6" (2) #4 CONT. PER ARCH TYP SLAB ON GRADE JOINT DETAIL NO SCALE 1 TYPICAL STEPPED FOOTING DETAIL NO SCALE 2 FOUNDATION DETAIL 1" = 1'-0" 3 FOUNDATION DETAIL 1" = 4 WOOD COLUMN SIMPSON ABU POST BASE PER PLAN 10" SQUARE PLINTH AT 6x6 POST W/ (4) #4 VERTS & #3 z TIES @ 5" OC (8" SQUARE II PLINTH AT 44 POST) 00*4 Xi\no �\ 0 (3) #4 EACH 2 0' . WAY BOTTOM COLUMN FOOTING DETAIL 16d @ 16" OC (OR PER SHEARWALL SCHEDULE) PLYWOOD SHEATHING P.T. SILL PLATE, BOLT TO FOUNDATION PER TYPICAL DETAILS 1-1/4" TIMBERSTRAND RIM JOIST FINISH GRADE (VARIES) z II � FLOOR JOIST aO PER PLAN PLYWOOD J (1) #4 CONT. SHEATHING WATERPROOFING FOUNDATION WALL PER ARCH PER PLAN FRAMING DETAIL PLYWOOD SHEATHING FINISH GRADE P.T. SILL PLATE, BOLT TO FOUNDATION PER TYPICAL DETAILS EXISTING SLAB ON GRADE I EXISTING FOUNDATION LLJ WALL AND FOOTING (FIELD VERIFY) h] -III III III- 1" = 1'-o" 5 FOUNDATION DETAIL —PLYWOOD SHEATHING — EDGE NAILING EDGE NAILING- -1-1/4" TIMBERSTRAND BLOCKING PLYWOOD SHEATHING — PLYWOOD SHEATHING EXISTING FOUNDATION EXISTING FLOOR JOIST — WALL NOTE: NOTE: SEE 8/53.1 FOR SEE 8/S3.1 FOR ADDITIONAL INFO ADDITIONAL INFO _ V-0" 9 FRAMING DETAIL 1 " = 1'-0" nt WATERPROOFING PER ARCH DRAINAGE PER ARCH #4 @ 10" OC HORIZ & #5 @ 12" OC VERT (CENTERED) EXISTING FOUNDATION WALL EXISTING SLAB ON GRADE FIELD VERIFYf IN UF I III III�III III II III II \ CONT. @ 18 OC DRILL IN & EPDXY 8„ EACH WAY GROUT 6" MINIMUM FOUNDATION DETAIL w W PROVIDE FREE DRAINING MATERIAL BEHIND WALL 1-1/4" TIMBERSTRAND BLOCKING W/ A35 @ 16" OC = CD w TOP REINFORCING PER ---,\ SCHEDULE FLOOR JOIST PER PLAN 2x6 W/ 16d @ 16" OC z ' NEW OR EXISTING RIM JOIST/BLOCKING 0 NEW OR EXISTING WALL PLYWOOD SHEATHING 16d @ 16" OC (OR PER SHEARWALL SCHEDULE) A35 @ 16" OC (OR PER SHEARWALL PLYWOOD SHEATHING SCHEDULE) 1-1/4" TIMBERSTRAND BLOCKING W/ A35 1-1/4" TIMBERSTRAND @ 16" OC RIM JOIST 2x6 W/ 16d @ 16" OC TO 24" OC TYPICAL BLOCKING BELOW EXISTING RIM JOIST ALONG EXISTING EXISTING OR NEW EXISTING P.T. 2x6 FLOOR JOIST PLYWOOD SHEATHING SILL PLATE, BOLT TO FOUNDATION W/ EXISTING FLOOR 2x BLOCKING 5/8" 0 x 8" TITEN HD 1 JOIST W/ LUS210 PER TYPICAL DETAILS AT FLUSH BEAM AT ENTRY (OR PER SHEARWALL SCHEDULE) EXISTING FOUNDATION WALL (FINISH GRADE NOT TO EXCEED PRE —REMODEL HEIGHT) TYPICAL DETAIL ALONG EXISTING FOUNDATION WALL 1" = 1'-o" TYPICAL FRAMING DETAIL FINISH GRADE, TYP PER STRUCTURAL NOTES STEM REINFORCEMENT PER SCHEDULE LONGITUDINAL REINFORCING PER SCHEDULE (1) #4 @ BOTTOM 11 1 1 III Bt _ is _ Bh - "-O' 10 SITE RETAINING WALL DETAIL 1" = 1'-0" 8 RETAINING WALL SCHEDULE HEIGHT (FT.) Bt is Bh tf STEM REINFORCING FOOTING REINFORCING VERT. HORIZ. TOP LONGIT. 3'-0" 8" 8" 1'-0" 10" #4 @ 16" #4 @ 10" #4 @ 16" (3) #4 4'-0" 8" 8" 1'-6" 10" #4 @ 16" #4 @ 10" #4 @ 16" (3) #4 5'-0" 8" 8" 2'-4" 10" #4 @ 16" #4 @ 10" #4 @ 16" (4) #4 ASSUMED SOIL VALUES: ALLOWABLE BEARING = 2000 PSF LATERAL EARTH PRESSURE = 35 PCF PASSIVE PRESSURE = 200 PCF COEFFICIENT OF FRICTION = 0.40 1" = 1'-o" 12 0 W W W J Q U d Z Q CD U Z CD W 0 z w w o- CD Of W O CD CV L. LJ IL 2 o U z Q z� w4 10. M C1 w y �jg WASgJ�OJy� o sT� 370" o IONAL E��1 2020.09 R Jul CITY DEVELO DE con W pa W A W V � � 04.14.21 PERMIT SET DATE NOTE • SUB 62021 FEDMONDS RENT SERVICES ARTMENT 0 PLYWOOD 16d @ 16" OC (OR PER PLYWOOD 16d @ 16" OC (OR PER SHEATHING SHEARWALL SCHEDULE) SHEATHING SHEARWALL SCHEDULE) 16d @ 16" OC (OR PER PLYWOOD SHEATHING 16d @ 16" OC (OR PER PLYWOOD SHEATHING PLYWOOD SHEATHING PLYWOOD SHEATHING SHEARWALL SCHEDULE) SHEARWALL SCHEDULE) 1-1/4" TIMBERSTRAND 1-1/4" TIMBERSTRAND FLOOR JOIST FLOOR JOIST RIM JOIST RIM JOIST PER PLAN PER PLAN FLOOR JOIST 1-1 /4" TIMBERSTRAND FLUSH BEAM FLOOR JOIST PER PLAN FLUSH BEAM 1-1 /4" TIMBERSTRAND PER PLAN BLOCKING @ 48" OC PER PLAN PER PLAN BLOCKING @ 48" OC IUS OR ITS, TYPICAL PLYWOOD SHEATHING A35 @ 24" OC (OR PER PLYWOOD SHEATHING A35 @ 24" OC (OR PER UNO ON PLAN SHEARWALL SCHEDULE) SHEARWALL SCHEDULE) FRAMING DETAIL 1" = 1'-0" 1 FRAMING DETAIL 1" = 1'-0" 2 FRAMING DETAIL 1" = 1'-0" 3 FRAMING DETAIL 1" = 1'-0" 4 16d @ 16" OC 2x NAILER (TO MATCH BEAM EDGE NAILING WIDTH) W/ 1 /2" 0 WELDED 1-1 /4" TIMBERSTRAND 1-1 /4" TIMBERSTRAND PLYWOOD SHEATHING THREADED RODS @ 24" OC Z PLYWOOD SHEATHING BLOCKING BETWEEN JOISTS [>< PLYWOOD SHEATHING 16d @ 16" OC PLYWOOD SHEATHING RIM JOIST FLOOR JOIST PER PLAN IUS OR ITS FLOOR JOIST FLOOR JOIST PER PLAN A35 @ 32" OC IUS OR ITS FLOOR JOIST A35 @ 16" OC (OR PERJ�_1-1/4" TIMBERSTRAND PER PLAN (CONTINUOUS OR SPLICED OVER PER PLAN SHEARWALL SCHEDULE) BLOCKING @ 48" OC STEEL BEAM PER PLAN WALL AT CONTRACTOR'S OPTION) WOOD STUD WALL FLUSH BEAM W/ SOLID WEB BLOCKING PER PLAN PLYWOOD SHEATHING & 1 /2" 0 BOLTS @ 48" OC STEEL BEAM DETAIL 1" = 1'-0" 5 FRAMING DETAIL 1" = 1'-0" 6 FRAMING DETAIL 1" = 1'-0'° 7 FRAMING DETAIL 1" = 1'-o" g T WALL NOTE: SEE ARCH FOR RAILING 2x NAILER (TO MATCH BEAM PER ARCH 6x10 AT TOP OF WIDTH) W/ 1 /2" 0 WELDED PLYWOOD SHEATHING PARTIAL —HEIGHT WALL DOOR PER ARCH THREADED RODS @ 24" OC WINDOW/DOOR PER ARCH W/ HUC610 EACH END EDGE NAILING DECK ASSEMBLY PER ARCH DECK ASSEMBLY PER ARCH FINISH FLOOR DECK ASSEMBLY PER ARCH FINISH FLOOR PLYWOOD SHEATHING 2x BLOCKING PLYWOOD SHEATHING PLYWOOD SHEATHING PLYWOOD SHEATHING PLYWOOD SHEATHING PLYWOOD SHEATHING DECK ASSEMBLY PER ARCH F --- -- ---- --- ----- ----- ---- z---- 16d @ 16 OC N rs FLUSH BEAM DECK JOIST PER PLAN PER PLAN FLOOR JOIST PER PLAN `_' LVL 1.75x9.5 RIM JOIST 2x10 RIM JOIST W/ DECK JOIST PER PLAN DECK JOIST PER PLAN DECK JOIST PER PLAN ALONG DECK (BEAM AT SIM) 2x BLOCKING (2) 10d x 3" NAILS IUS OR ITS @ 24 OC AT EACH JOIST A35 @ 16" OC (OR PER LUS210 LUS210 SHEARWALL SCHEDULE) STEEL BEAM PER PLAN NOTE: PLYWOOD SHEATHING 2x10 LEDGER W/ (2) W/ SOLID WEB BLOCKING 2x10 LEDGER W/ 5/8"0 SEE 1/S3.2 FOR 1/4" x 5" SIDS SCREWS & 1/2"0 BOLTS @ 48" OC BOLTS & STANDARD WASHERS ADDITIONAL INFO @ 16" OC (2" MINIMUM @ 8" OC, STAGGERED tvi FROM TOP & BOTTOM) WEST DECK DETAIL 1" = 1'-C g WEST DECK DETAIL 1" = 1'-0" 10 WEST DECK DETAIL 1" = 1'-C 11 WEST DECK DETAIL 1" = 1'-0" 12 W W W Of I- of J Q U d Z Q CD U Z CD W 0 z w w Of U of W a] N O CV IL 2 o U z Q z� w4 0. 0111 *4 y og WASr�J��Jy� o sT� 37099 AL VAG%� IONAL E��1 2020.09 R Jul CITY DEVELO DE con W � pa W A W L' V � � 04.14.21 PERMIT SET DATE NOTE S302 SUB 162021 ,F EDMONDS v1ENT SERVICES ARTMENT EDGE NAILING PLYWOOD SHEATHING ON PLYWOOD SHEATHING PLYWOOD SHEATHING ON PLYWOOD SHEATHING RIGID INSULATION (SEE ARCH) PLYWOOD SHEATHING ON PLYWOOD SHEATHING ON RIGID INSULATION (SEE ARCH) 1-1/4" TIMBERSTRAND EDGE NAILING RIGID INSULATION (SEE ARCH) EDGE NAILING RIGID INSULATION (SEE ARCH) BLOCKING BETWEEN RAFTERS EDGE NAILING A35 @ 24" OC (OR PER PLYWOOD SHEATHING SHEARWALL SCHEDULE) 1-1 /4" TIMBERSTRAND @ 24" OC (OR PER r 1-1 /4" TIMBERSTRAND PLYWOOD SHEATHING A35 @ 24" OC (OR PER 1-1 /4" TIMBERSTRAND CA35 BLOCKING BETWEEN RAFTERS SHEARWALL SCHEDULE) BLOCKING BETWEEN RAFTERS SHEARWALL SCHEDULE) BLOCKING BETWEEN RAFTERS I A35 @ 24" OC 1-1 /4" F TIMBERSTRAND 1-1 /4" FLUSH BEAM RIM JOIST 1-1 /4" TIMBERSTRAND PER PLAN t� j + + TIMBERSTRAND RIM JOIST - CONTINUOUS RIM JOIST ROOF RAFTER PER PLAN IUS OR ITS ROOF RAFTER PER PLAN BEVELED PLATE W/ WEB STIFFENERS SEE ARCH 2'-0" (CONTINUOUS OR SPLICED OVER ROOF RAFTER PER PLAN (2'-0" MAX) 40 WALL AT CONTRACTOR'S OPTION) WEB STIFFENERS SEE ARCH W/ WEB STIFFENERS SEE ARCH H3 @ 48" OC (3'-0" MAX) (4'-0" MAX) TJI OUTRIGGERS @ 24" OC H3 @ 48" OC BEVELED PLATE H3 @ 48" OC H3 @ 48" OC CONTINUOUS PLYWOOD SHEATHING Lvi PLYWOOD SHEATHING BEVELED PLATE PLYWOOD SHEATHING BEARING WALL ON -LV- ROOF DETAIL 1" = 1'-0" 1 ROOF DETAIL 1" = 1'-0" 2 ROOF DETAIL 1" = 1'-0" 3 ROOF DETAIL 1" = 1'-0" 4 NOTE: SEE 4/S3.3 FOR ADDITIONAL INFORMATION PLYWOOD SHEATHING ON PLYWOOD SHEATHING ON RIGID INSULATION (SEE ARCH) EDGE NAILING RIGID INSULATION (SEE ARCH) EDGE NAILING EDGE NAILING PLYWOOD SHEATHING MST48 @ 48" OC PLYWOOD SHEATHING PLYWOOD SHEATHING ON PLYWOOD SHEATHING RIGID INSULATION (SEE ARCH FLUSH BEAM PER PLAN + + IUS OR ITS CONTINUOUS ROOF RAFTER PER PLAN BEVELED PLATE ROOF RAFTER LSSR2.37Z ROOF RAFTER PER PLAN, TYP PLYWOOD SHEATHING PER PLAN LSSR2.37Z ROOF RAFTER FLUSH BEAM PER PLAN, TYP PER PLAN HEADER PER PLAN VALLEY BEAM DOOR/WINDOW PER PLAN PER ARCH ROOF DETAIL 1" = 1'-0" 5 ROOF DETAIL 1" = 1'-0" 6 ROOF DETAIL 1" = 1'-0" 7 ROOF DETAIL 1" = 1'-o" g NOTE: SEE 1/S3.3 FOR ADDITIONAL INFORMATION BEAM PER PLAN z r7 F+� • - + I II + ; CONTINUOUS + -L BEVELED PLATE COUNTERSINK BOLTS II HEADER PER PLAN ± IN POST 1 /4" KERF PLATE W/ 5/8"0 A-307 DOOR/WINDOW BOLTS & WASHERS PER ARCH POST PER PLAN ROOF DETAIL 1" = 1'-0" g BEAM TO POST CONNECTION 1" = 1'-o" 10 0 LLJ co W J Q U d Z Q CD U Z CD W 0 z w w o' CD W O CD CV IL 2 o U z Q z� 0. C1 w y i)Y WAsgJ�OJy� o sT� 37099 RAL ONAL E��1 2020.09 R Jul CITY DEVELO DE con 11.4 TW �V1 N a W Oa A V � � 04.14.21 PERMIT SET DATE NOTE SUB 162021 ,F EDMONDS v1ENT SERVICES ARTMENT L. LJ PLYWOOD SHEATHING �POWN H WOOD6SHFATH SHEATHING SCHEDULE) ER STEEL BEAM PER PLAN SIM PER PLAN, MST SBEND PER PLAN TRAP -SHEAR LL ` PER PLAN AROUND BEAM PLYWOOD SHEATHING I BEAM PER PLAN 2x6 NAILER TOP & BOTTOM & 1 /2" 0 WELDED THREADED RODS @ 24" OC STEEL BEAM PER PLAN W/ SOLID WEB BLOCKING & 1 /2" 0 BOLTS @ 48" OC FLOOR JOIST PER PLAN STEEL BEAM BEYOND ttP 3/16 F`DOOR PER ARCH TYP TE EACH SIDE ?) 5/8" 0 A307 6" 0 HOLES J FRAMING DETAIL i" _ i'-o" 1 STEEL BEAM DETAIL 1" = 1'-of$ 2 2 3/4" 1 3/4" N Q n A35 @ 16" OC PAVERS PER ARCH P.T. DECK JOIST P.T. 2x RIM JOIST PER PLAN PERSCHEDULELSCZ A13/4- HANGERS WELD PER W SCHEDULE W 2x12 P.T. STRINGERS SHEAR PLATE & BOLTS @ 16" OC PER SCHEDULE P.T. DECK SEE BEAM PER PLAN ARCH CONNECTION NOTES: P.T. POST PER PLAN 1. ALL BOLTED CONNECTIONS TO BE "SNUG -TIGHT". w 2. CONNECTION PLATES TO HAVE AISC STANDARD 15/16"0 HOLES. N < 3. ALL CONNECTION PLATE MATERIAL TO BE A36 UNLESS NOTED OTHERWISE. n MASB ANCHOR, TYPICAL SHEAR CONNECTION SCHEDULE BEAM SIZE SHEAR PLATES A325 BOLTS THICKNESS WELD (W) W14 1 /4" 1 /4" (3) 7/8" 0 @ 3" OC PLYWOOD SHEATHING BEAM PER PLAN----- \- FLOOR JOIST, SEE PLAN FOR ORIENTATION (4) NAILS MINIMUM ON BACK SIDE OF BEAM MST STRAP TO BEAM BELOW 1" = 1'-0" PAVERS PER ARCH FLUSH BEAM PER PLAN POST BEYOND NOTE: SEE ARCH FOR RAILING I■m Mr lF21IIIIIIIIIIIIIIr.\1156,11 1 /4" A I I L A 1.1 1 I SQUARE WASHER & NUT (COUNTERSINK IN BEAM) 3 I HOEDOWN DETAIL PAVERS PER ARCH P.T. DECK JOIST PER PLAN z N LUS210 2x 10 P.T. LEDGER W/ 5/8" 0 BOLTS & STANDARD WASHERS @ 8" OC, STAGGERED FINISH GRADE (NOT TO EXCEED PRE -REMODEL HEIGHT) I I II\L_nvw I\VU nV REQUIRED BY 8/S3.0 of = , ,—o„ 4 LVL 1.75x9.5 RIM JOIST ALONG DECK Z N i 1 NOTE: SEE 8/53.1 FOR ADDITIONAL INFO STEEL BEAM DETAIL 1" _ 1'—o" 15 I EAST DECK STAIR DETAIL 1" _ 1'—o" 16 I EAST DECK DETAIL 1" _ 1'—o" 17 I EAST DECK DETAIL "' _ V-0" 18 NOTE: SEE ARCH FOR FENCE SIDING T FENCE PER ARC POSTS PER PLAN, CONTINUOUS FROM FOOTING BELOW 44 BEAM AT TOP OF FENCE W/ HUC44, TYPICAL PAVERS PER ARCH P.T. DECK JOIST PAVERS PER ARCH P.T. DECK JOIST PER PLAN WINDOW PER ARCH BEAM PER PLAN W/ HUC610 EACH END FRAMING BEYOND STAIR OPENING 1 LUS210� 2x6 STUDS @ 16" OC AND 1 POST PER PLAN (BEYOND) SEE 8/53.4 FOR LEDGER CONTINUOUS TO ROOF BEAM PER PLAN W/ PLYWOOD SHEATHING � P.T. 2x6 SILL PLATE W/ HUC410, TYPICAL 1 5/8"0 x 8" TITEN HD @ 16' OC ALONG STAIR OPENING LUS210 \/\ /\� EXISTING FOUNDATION WALL FINISH GRADE (NOT T6 EXCEED PRE -REMODEL HEIGHT) EAST DECK DETAIL V-0" 9 EAST DECK DETAIL 1" _ V-0° 10 W W W Of I- CD of J Q U d Z Q CD CD Z W 0 z Li ,j w Of bi W a] N O CV u a � o U z Q z w0. �� d' w *4 y i)Y WASgJ�OJy� o sT� 37099 AL 0G, IONAL E��1 2020.09 R Jul CITY DEVELO DE con W � pa W A W V � � 04.14.21 PERMIT SET DATE NOTE S3404 SUB 62021 FEDMONDS RENT SERVICES ARTMENT 0