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APPROVED BLD-BLD2023-0040+Architectural_Plan+1.10.2023_4.15.28_PM+33078481 2 3 M 5 d 7 F E FBI C LEGEND OF SYMBOLS DETAIL 1 ACOUST 1 DETAIL IDENTIFICATION A101 — ACSF A101 IDENTIFICATION ACT SHEET IDENTIFIER f l SHEET IDENTIFIER l I DETAIL DETAIL VIEW BUBBLE ADJ AFF VIEW NUMBER VIEW IDENTIFICATION AL 1 1 A LT Al AXXX A101 A101 �/— SHEET LOCATION ANOD / APPROX BUILDING SECTION SHEET IDENTIFIER MATCH LINE REFERENCE ARCH ASPH DETAIL IDENTIFICATION __ DETAIL IDENTIFICATION BD 1 1 BIT A101 A101 BLDG SHEET IDENTIFIER !` SHEET IDENTIFIER BLK'G WALL SECTION DETAIL SECTION BM 1 Ref BO 1 DETAIL IDENTIFICATION DETAIL i m BOTBTWN A101 SHEET IDENTIFIER IDENTIFICATION 1 A101 1 CAB - SHEET CB EXTERIOR ELEVATION INTERIOR ELEVATION IDENTIFIER CEM 1 Ref C G ROOM NUMBER Room nam a Cl 101 CIP AREA CJ DOOR NUM BERS ROOM NAM E& NUMBER CL C LG C LR CMU 1tCID COL CONIC WINDOW NUMBER EQUIPMENT TAG CONN CONST CONT 1 CORR CPT 1 I CR KEY NOTES WALL TYPE CT C U FT LEVEL NAME DDEPT IRV 0'-0" AFF DIA DIM DATUM ELEVATION REVISION DELTA & CLOUD q1 DISP DN DS +O'-O 11 DTL DWG EA DATUM INDICATOR SPOT ELEVATION EFS EIFS EXIT END — SEGMENT DISTANCE 45'-0" EJ Exit Corridor EXIT PATH EXTENT OF EL EXIT END WORK ELEC EXIT ROUTE EXIT PATH NAME EXTENT OF WORK ELEV EPT EPX VIEW SCALE EQ NUMBER 1 (OPTIONAL) EQUIP 0' 20' 40' EW VIEW TITLE DETAIL SCALE EWC EW H EXH A A EXIST NEW GRID EXISTING EXP GRID EXT GRID LINE BUBBLE FAC FIN FD FDN NON RATED PROJECT NORTH - FE FEC 1-HOUR RATED ORIENT TO BUILDING FF 2-HOUR RATED FF&E 3-HOUR RATED TRUE NORTH 4-HOUR RATED FIN FLR PARTITION FIRE RATINGS NORTH ARROW FO FO C FO F M ATERIALS FO IC FO 10 FO S ACOUSTICAL TILE GRAVEL FRP FRT ALUMINUM 0 GYPSUM BOARD FS FT BATT INSULATION PLYWOOD FTG FU RN FU RR CM OR BRICK RIGID INSULATION FWP GA CONCRETE SOUND INSULATION GALV GB 0 EARTH STEEL GC GI FINISHED WOOD WOOD BLOCKING GL GWB GYP WOOD M EMBER HB HC HDWR HG HM DEFERRED SU BM ITTALS HORIZ HP HT HTR HVAC IBC ID IE IN INSUL INT JAN JT L LAM LB LF ABBREVIATIONS ACOUSTICAL LIQ LIQUID ACCESS FLOORING LMC LINEAR METAL CEILING ACOUSTICAL CEILING TILE LP LOW POINT OR PANEL LT LIGHT ADJACENT LT WT LIGHT WEIGHT ABOVE FINISHED FLOOR MAS MASONRY ALUMINUM MAX MAXIMUM ALTERNATE MECH MECHANICAL ANODIZED MEZZ MEZZANINE APPROXIMATE MFCR MANUFACTURER ARCHITECTURAL M H MANHOLE ASPHALT MHO MAGNETIC HOLD OPEN BOARD MIN M INIM UM, M INUTES BITUMINOUS MISC MISCELLANEOUS BUILDING MO MASONRY OPENING BLOCKING MR MOISTURE RESISTANT BEAM MTD MOUNTED BOTTOM OF MTG MOUNTING BOTTOM MTL METAL BETWEEN MULL MULLION CABINET NA NOT APPLICABLE CATCH BASIN NIC NOT IN CONTRACT CEMENT NO NUMBER CORNERGUARD NOM NOMINAL CAST IRON NITS NOT TO SCALE CAST IN PLACE CA OVERALL CONSTRUCTION JOINT, OC ON CENTER CONTROL JOINT OD OUTSIDE DIAM ETER CENTERLINE OH OVERHEAD CEILING 0PN'G OPENING CLEAR OPP OPPOSITE CONCRETE MASONRY UNIT PERP PERPENDICULAR COLUMN PL PROPERTY LINE, PLATE CONCRETE PLAM PLASTIC LAMINATE CONNECTION PLAS PLASTER CONSTRUCTION PLBG PLUMBING CONTINUOUS PLT PLATE CORRIDOR PLYWD PLYWOOD CARPET PNL PANEL CARD READER PR PAIR CERAMIC TILE PREFIN PREFINISHED CUBIC FEET PRESS T PRESSURE TREATED DEPARTM ENT PROJ PROJECT DRINKING FOUNTAIN PT POST -TENSIONED, DIAMETER POINT, PAINT DIMENSION QT QUARRY TILE DISPENSER QTR QUARTER DOWN R RADIUS, RISER DOWNSPOUT RB RESILIENT BASE, RUBBER BASE DETAIL RCP REFLECTED CEILING PLAN DRAWING RD ROOF DRAIN EACH REC'D RECEIVED EXTERIOR FINISH SYSTEM REF REFERENCE EXTERIOR INSULATION REFR REFRIGERATOR & FINISH SYSTEM REIN F REINFORCING EXPANSION JOINT REQ'D REQUIRED ELEVATION RF RUBBER FLOORING ELECTRICAL RM ROOM ELEVATOR RO ROUGH OPENING EPDXY PAINT ROW RIGHT OF WAY EPDXY -QUARTZ FLOORING SAN SANITARY EQUAL SC SOLID CORE EQUIPMENT SCHED SCHEDULE EACH WAY SECT SECTION ELECTRIC WATER COOLER SF SQUARE FEET ELECTRIC WATER HEATER SHT SHEET EXHAUST SHT MTL SHEET METAL EXISTING SIM SIM ILAR EXPOSED STRUCTURE Si SCORE JOINT EXTERIOR SPEC SPECIFIED, SPECIFICATION FACTORY FINISH SQ SQUARE FLOOR DRAIN SS SANITARY SEWER FOUNDATION SST STAIN LESS STEEL FIRE EXTINGUISHER ST STONE MASONRY OR TILE FIRE EXTINGUISHER CABINET STD STANDARD FINISHED FLOOR STL STEEL FURNITURE, FIXTURES STOR STORAGE & EQUIPMENT STRUCT STRUCTURAL FINISH SUSP SUSPENDED FLOOR SYM SYMMETRICAL FACE OF SYS SYSTEM FACE OF CONCRETE T TOP,TREAD FACE OF FINISH T&B TOP AND BOTTOM FU RN ISH ED BY OW N ER T&G TONGUE & GROOVE INSTALLED BY CONTRACTOR TBD TO BE DETERM INED FURNISHED BY OWNER TEL TELEPHONE INSTALLED BY OWN ER TEMP TEMPORARY FACE OF STUD TER TERRAZZO FIBER REINFORCED PLASTIC TOC TOP OF CONCRETE FIRE RETARDANT TREATED TOJ TOP OF J OIST FLOOR SINK TOM TOP OF MASONRY FOOT/FEET TOP TOP OF PARAPET FOOTING TOS TOP OF STEEL / STUD FURNISHED TOW TOP OF WALL FURRING TYP TYPICAL FABRIC WRAP WALL PANEL UL UNDERWRITER'S LABORATORIES GAUGE LINO UNLESS NOTED OTHERWISE GALVANIZED UTL UTILITY GRAB BAR VAR VARNISH GENERAL CONTRACTOR VB VINYL BASE GALVANIZED IRON VCT VINYL COMPOSITION TILE GLASS VERT VERTICAL GYPSUM WALLBOARD VEST VESTIBULE GYPSUM VIF VERIFY IN FIELD HOSE BIBB VP VENEER PLASTER HOLLOW CORE VT VINYL TILE HARDWARE VTF VINYL TILE FLOORING HARDWAREGROUP W/ WITH HOLLOW METAL W/O WITHOUT HORIZONTAL WB WOOD BASE HIGH POINT WC WATER CLOSET, WALL COVERING HEIGHT WD WOOD HEATER WDC WOOD CEILING HEATING, VENTILATION WDP WOOD PANELING & AIR CONDITIONING WF WOOD FLOORING INTERNATIONAL BUILDING CODE WIN WINDOW INSIDE DIAMETER WOM WALK OF MAT OR CARPET INVERT ELEVATION WP WATERPROOF,OR WORK POINT INCH W R WATER RESISTANT INSULATION WRB WEATHER RESISTANT BARRIER INTERIOR W S WEATHERSTRIP JANITOR WSCT WAINSCOT JOINT WT WEIGHT LENGTH, LONG WWF WELDED WIRE FABRIC LAM INATE YD YARD POUND LINEAR FEET PROJ ECT SCOPE ADDRESS: PARCEL NUMBER: OWNER: LEGAL DESCRIPTION: N U M BER O F STO RIES LOT SIZE: ZONING: JURISDICTION: PROJECT DATA SINGLE-FAMILY HOUSE INTERIOR REMODELS, INCLUDING THE EXISTING MASTER BEDROOM, BATHROOM, AND KITCHEN REMODELING, EXISTING OPENINGS ALTERATION, AND CONVERTING THE EXISTING WOOD BURNING FIREPLACETO GAS. NO GROUND DISTURBING ACTIVITY. 23519 78TH AVEN UE W, EDMON DS, WA 98026 00465600001200 BLACKER AUSTIN/J UTILA STEPHAN D HARVEYS ADD BLK 000 D-00 - LOT 12 1 0.19 ACRES RS-8 CITY OF EDM ONDS BUILDING AREA EXISTING MAIN FLOOR (SF): 1724 EXISTING DETACHED GARAGE (SF): 280 NO EXTERIOR WORK IS PROPOSED CODE INFORMATION PROJ ECT IS TO M EET REQUIRED NATIONAL, STATE, AND LOCAL CODES AND ORDINANCES ADOPTED INCLUDING THE FOLLOWING: INTERNATIONAL BUILDINGS CODE, IBC 2021 2018 WASHINGTON STATE ENERGY CODE EDMONDS CITY CODE ENERGY ANALYSIS PRESCRIPTIVE PATH PER TABLE R402.1.1: R402.12 WOOD FRAME WALL: R-21 INTERMEDIATE FRAMING / U-0.056 R402.12 CEILINGS: R-49 / U-0.026 R402.1.2 BASEMENT WALLS:R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, R-15 CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL R402.12 SLAB: R-10,2 FT./ F- FACTO R - 0.54 R402.12 FEN ESTRATION:U-0.30 2018 WASH INGTON STATE ENERGY CODE REQUIREM ENTS SEC.401.3 POST ENERGY CODE CO PLIANCE CERTIFICATE WITHIN 3 FT. OF ELECTRICAL PANEL SEC. 402.4.12 PROVIDE DOOR BLOW ER TEST AFFIDAVIT BY FINAL BUILDING INSPECTION SEC. 403.1.1 PROVIDE (1) PROGRAMMABLE THERMOSTAT SEC. 403.3.3 PROVIDE DUCT SEALING AFFIDAVIT BY FINAL INSPECTION SEC. 404.1 A M INIM UM OF 90% OF ALL INTERIOR LIGHTING SHALL BE OF HIGH EFFICIENCY VIC IN ITY MAP DRAWING INDEX Sheet Name A001 GENERAL INFORMATION A002 CODE NOTES A200 EXISTING MAIN FLOOR A201 PROPOSED MAIN FLOOR A300 EXISTING ELEVATIONS A301 PROPOSED ELEVATIONS A302 DETAILS City Of Edmonds Building Department Work INTERIOR REMODEL Address 23519 78TH AVE W Owner BLACKER Approved Date 2/17/2023 Building Official te4x4 �/px jelal Permit Number BLD2023-0040 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE -- — - — - — - — - — - — - — - — - APPROVED INSTALL ALL EQUIPMENT PER , PLANS MUST BE MANUFACTURERS ON JOB SITE ' SPECIFICATIONS. HAVE ALL MANUFACTURERS ' --------------------� DOCUMENTATION ON SITE. I SEPARATE PLUMBING PERMIT REQUIRED FOR THIS PROJECT. I L-_-_-_-_-_-_-_-_-I L-- — - — - — - — - — - — - — - — - — - Interconnected Smoke Alarms Are A Requirement;; Of This Permit In Accordance With R314.2.2 PROJECT DIRECTORY OWNER DESIGN BLACKER AUSTIN/J UTILA STEPHAN D GO.Design 208.597.5143 Olena Gaivoronska stephanjutila@com cast.net 425.595.0691 23519 78TH AVENUE W Gaivoronska.olena@gm ail.com EDMONDS, WA 98026 2002 101ST AVE SE LAKE STEVENS, WA 98258 GENERAL CONTRACTOR HOM E CARE CONTRACTORS ALEX N IKITEN KO 206-446-5656 alexn@hom ecarecontractors.com 10634 E RIVERSIDE DR SUITE 250 BOTHELL, WA 98011 STRUCTURAL NEW APPROACH EN G IN E E R I N G,LLC Ruslan M aksim enko 425.777.5635 newapproachengineering@gm ail.com GENERAL NOTES 1. DO NOT SCALE THE DRAW ING 2.VERIFY FIELD DOCUMENTS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK 3.THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THECONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OFALL DISCREPANCIES PRIORTO CONSTRUCTION. 4.DIMENSIONSARETO THESTRUCTURAL GRID ORTO FACEOF STUD. UNLESS OTHERWISE INDICATED. 5.DOORSAND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 4 INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BECENTERED BETWEEN ADJACENT WALL INTERSECTIONS. 0on HCC oct[inq thn sstan-d8rd SERVICES@HOM ECARECONTRACTORS.COM 206.984.4543 Oe design GAIVORONSKA.OLENA@GMAIL.COM 425.595.0691 RECEIVED Jan 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SINGLE- FAMILY HOUSE INTERIOR REMODEL DESIGN PROPOSAL BLAC KER AUSTIN/J UTILA STEPHAN D 23519 78TH AVENUE W EDM ON DS, WA 98026 All rights reserved. No part of this document maybe reproduced in any form or by any means without permission in writing from GO.design NO. DATE DESCRIPTION GENERAL INFORMATION Project N u m ber 2215 Date 01/08/23 Drawn By GO.design 60ft 1 1 2 1 3 1 4 1 5 1 6 1 7 1 A001 1 2 3 d 7 F E FBI C C IT Division 1 GENERAL REQUIREMENTS 01000 GENERAL 1.This coversheet has been prepared in a generic outline form following the standards set by the Construction Standards Institute (CSI). It is for the convenience of the Contractor/Owner. This outline is intended to work with a m aterial selection list following the (CSI)form at. Not all items are necessarily required to complete this specific project. Coordinatewith Contractor/Owner for com plete listing of specifications. W ithin this coversheet it will state, "Coordinate with m aterials finish selection schedule". 2. These drawings are copyrighted. GO.design retains all rights, ownership and copyright of this design under the federal copyright act. Reproductions of illustrations or working drawings in any form is by authorization of GO.design only. 3. Authorized reproductions m ust bear the nam e of GO.design 4.Construction/working drawings by their very nature are diagram m atic and do not purport to show all details or conditions of construction. Questions generally arise to the architectural/design intent and to construction technical detailing within these drawings. As clarifications, interpretations, and revisions are all part of the construction process GO.design, therefore shall not be liable for any direct, indirect, or consequential damages as a result of not participating in the construction process. 5. Do not vary or m odify the work shown, except with written instruction from GO.design. Report discrepancies and/or om issions to the architect im m ediately. 6. Due to the nature of construction and the building process there will be bidder design and Contractor/Owner selection of the building products, com ponents, and assem blies. This set of working drawings is considered a "builder set" and does not include specifications or building m aterials list. Therefore it is the Contractor/Owners responsibility to provide and coordinate specifications, including product selection and installation or assem bly. GO.design assumes no liability or responsibility for discrepancies or conflicts which occur through Contractor/Owner specified m aterials and their respective installation. GO.design assum es no liability or responsibility for any item s,which m ay be called out or referred to by manufacturer as brand name. Items called out are done so for convenience only. 7. Do not scale these drawings for critical dim ensions. Verify all dimensions and datum 's before com m encing work and be responsible for their accuracy. Report discrepancies and/or om issions to the architect immediately. 8. The Contractor/Owner is responsible for coordinating work with all trades to ensure proper and adequate interface of all trade works. The contractor shall be responsible for all required safety precautions and procedures required to do this work. 9. Except as specifically defined otherwise, interpretation for all definitions, abbreviations, and supplemental definitions shall follow accepted referenced standards. 10. All work within this contract shall represent that of industry standards for the respective trades in the location in which the project is built. ALL REFERENCES TO I.R.C, I.B.C.,AND W.S.E.0 ARE REFERENCES TO THE 2018 CODE UPDATES & WA STATE AMENDMENTS 01002 MISCELLANEOUS ASSEMBLY REQUIREMENTS 1. CRAWL SPACE Provide crawl space access, m inim um 18" x 24" unobstructed access through the floor, 16" x 24" through perimeter walls and below grade access, per I.R.C. section R408.4.Insulate and weather-strip per W.S.E.0 R4022.4.Allow 18" m inim um space under wood joists and 12" m inim um space under wood girders. 2. ATTIC SPACE Provide attic access, m inim um 22" x 30" with 30" m inim um headroom ,at unobstructed readily accessible opening, per I.R.C. section R807.1. Insulate and weather-strip per W SEC R402.2.4. requirem ents. 3. PROVIDE VENTILATION PER I.R.C.: • Crawl space ventilation: M inim um net area shall be not less than 1 s.f. per 300 s.f. under floor area. Required openings shall be evenly placed to provide cross ventilation of the space except one side of the building shall be perm itted to have no ventilation openings per section R4082. • Attic ventilation: Minim um net area shall be not less than 1 s.f. per 150 s.f. of attic area or 1 s.f. per 300 s.f.of attic area if at least 40 percent, and not m ore than 50 percent, of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated, and is no m ore than 3 feet below the ridge or highest point of the space. The balance of required ventilation to be provided by eave or cornice vents per I.R.C.section R8062 and W.S.E.C. requirements. 4. PROVIDE SLOPE: All decks, walks, driveways, exterior door landings, and patios sloped away from building: Minim um 1/4" per foot. 5. SIGNAGE: Provide approved num bers or addresses in such a position as to be plainly visible and legible from the street or road fronting the property per I.R.C.section R319.1. 6. GARAGE/HOUSE SEPARATION: • Garage ceilings separating attic spaces shall be protected with 1/2" G.W.B. When garages are beneath habitable room s, the ceilings shall be covered with 5/8" type "x" GWB on the garage side. Where the separation is a floor/ceiling assem bly, the structure shall be protected with 1/2" G.W.B. per I.R.C. table R302.6. • Door between garage and house shall be a self closing solid wood core, honeycom b core steel, or 20-minute fire rated door having a minimum thickness of 1-3/8" per I.R.C.section R302.5.1. • Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No.26 gage sheet steel or other approved material and shall have not openings into the garage per I.R.C. R302.52. • Garage floor shall slope to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. 7. STAIR ASSEMBLY: • Minimum headroom height 6'-8" per I.R.C.section R311.72. • Minimum stair tread depth 10" with a 36" minimum width, measured above handrail height. Maximum riser height 7-3/4" per I.R.C. sect ions R311.7.5 • Top of handrail shall be 34" minimum and 38" m axim um above tread nosing and not less than 1-1/2" from the wall. Return rail ends to wall per I.R.C. section R311.7B. • Install fire blocking between stringers at the top and bottom of each run per I.R.C.section R302.11. • Cover usable space under stairs with 1/2" GWB per I.R.C.section R302.7. • Required railings shall not have openings that allow passage of a sphere 4 inches in diam eter from the walking surface to the required railings height. • Railings shall be designed to resist a concentrated load of 200 lb. • Railings shall be designed to resist a linear load of 50 pounds per linear foot. • Interm ediate rails, balusters,and panel fillers shall be designed to resist a concentrated load of 50 pounds. 8. LAUNDRY CHUTES& DUMBWAITER SHAFTS: Provide 5/8" type "x" GWB or 26 gage sheet metal with lock joints on all openings to shaft surfaces shall be self closing solid core door 1-3/8". 9. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION, AS FOLLOWS: • In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1. Vertically at the ceiling and floor levels. 2. Horizontally at intervals not exceeding 10 feet. • At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. • In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. • At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with and approved m aterial to resist the free passage of Elam a and products of com bustion. • For the fireblocking of chim neys and fireplaces, see Section R1003.19. • Fireblocking of cornices of a two-fam ily dwelling is required at the line of swelling unit separation. 10. FIREBLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS PER I.R.C.R302.11.1. • 2" nominal lumber. • Two thickness of 1" nom inal lum ber with broken lap joints. • One thickness of 22/32" wood structural panels with joints backed by 23/32" wood structural panels. • One thickness of 3/4" particleboard with joints backed by 3/4" particleboard. • One 1/2" gypsum board. • One 1/4" cem ent-based m illboard. • Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. 11. STRUCTURAL DESIGN CRITERIA: These notes are provided for convenience only and do not im ply that complete structural analysis has been done on this structure. • Truss Loading: (U.N.O.) Top chord live load: 25psf Top chord dead load: 7psf (15 psf, if tile) Bottom chord live load: 10 psf without storage, 20psf if lim ited storage, 30 psf if sleeping room TOTAL LOAD:42psf or 52psf or 62psf • Roof live load: 25 psf (U.N.O.) • Floor live load: 40 psf (U.N.O.) Deck Live Load 60 psf U.N.O. • Stair and corridor live load: 40 psf • Mechanical units: weights provided by manufacturer • Wind: 110 mph (U.N.O.) • Seism is Design Category: D(2) (U.N.O.) • Allowable soil pressure: Unless a soils report by a qualified engineer is provided,all footings and foundations shall be on assum ed 1,500 psf bearing capacity unless otherwise noted on drawing. • Equivalent fluid pressure 35 pcf. (U.N.O.) • All footings to be located below the frost line depth: 18" (U.N.O.) 12. PREFABRICATED FIREPLACES AND SOLID FUEL BURNING APPLIANCES PER I.M .C. & I.R.C. CHAPTER 101: • Solid fuel burning appliances include airtight stoves, fireplace stoves, room heaters/fireplace stoves,factory built fireplaces, and fireplace inserts,and all shall com ply with the provisions of I.M.C. • Metal Chim neys shall be enclosed above the story in which the appliance served is located, in walls having one hour fire resistance rating, and with a space on all sides between chimney and enclosing walls sufficient for exam ination and repair for entire chim ney. Walls shall be without openings per I.M G. • Provide fireblocking at chim ney per I.R.C. section R302.11. • Install m etal fireplace with hearth and surrounds per m anufacturers specifications. • Prefabricated fireplaces, chimneys, and related com ponents to bear U.L.or ICBO seal of approval and be installed per manufacturers requirements. 13. SAFETY GLAZING: • Provide safety glazing per 2018 International Residential Code (IRC) • Where safety glazing is required, each pane m ust be provided with a m anufacturer's label defining the type of glass and safety glazing standard to which it com plies. The label m ust be perm anently etched, fired, or em bossed, on the glass or be a type that once applied cannot be rem oved without being destroyed. 14. SMOKE DETECTORS: • Install sm oke detectors in all sleeping room s and adjacent areas, and at ceiling height changes greater than 24". Smoke detectors to be hard wired and interconnected, with battery backup per code.Sm oke detectors: * Shall be 110 v interconnected w/ battery backup *Shall be installed on each floor and in all bedrooms * Shall be installed in each location where there is ceiling change greater than 24" • Carbon monoxide detectors are required if an attached garage and/or fuel fired equipm ent is present. 15.INTERIOR FINISHES All interior finishes to m eet m inim i--n flam a spread index and sm oke developm ent index as required by 2018 IRC2 01060 REGULATORY REQUIREMENTS • All construction shall conform to the 2018 International Residential Code (I.R.C.), 2018 International Building Code (I.B.C.),2018 International Fire Code (I.F.C.), 2018 International Mechanical Code (I.M.C.), 20 18 Uniform Plum bing Code (U.P.C.), 2018 Washington State Energy Code (W.S.E.C.) and be in accordance with all State Laws and Regulations and various codes imposed by jurisdictional requirements and local authorities. • Arrange inspections that are m andatory due to jurisdictional requirements. 0 150 0 CONSTRUCTION FAG ILIT IES AN D TEM PORARY C 0 N TRO LS • Provide Tern porary Facilities - including electricity, water, and tem porary toilet, per jurisdictional requirem ents. • Provide Contem porary Controls - including erosion sedim ent and surface water control and entrapm ent during construction per jurisdictional requirem ents. Division 2 02200 EARTHWORK • Rough grading: 4" below finish grading unless otherwise specified. • Finish grading: Landscaping division 02900. • Excavation, backfilling, and com pacting for structures as needed. • Excavation, backfilling, and com pacting for pavement as needed. • Hauling and disposal of excavated material as needed. • Importing of material as needed. • Rock rem oval as needed. 02500 PAVING AND SURFACING PART 2-PRODUCT 1. Walk, road, and parking paving: A. Asphalt 2", class B, over 3" crushed rock or 2" ATB. B. Crushed rock 5/8" minus. C. Concrete per Division 3: 1. Finish and color: Coordinate with m aterials finish selection schedule. 2. Unit Pavers: Coordinate with materials finish selection schedule. 3. Pavem ent m arking: Coordinate with m aterials finish selection schedule. 02700 SEWAGE AND DRAINAGE • Subdrainagesystems: A. Foundation drainage 4" SDR 35 or sched.40 rigid PVC perforated pipe em bedded in pea gravel or clean crushed rock and wrapped in filter fabric. • Storm sewage systems: A. Exterior catch basins, grates, and frames: Coordinate with materials finish selection schedule. B. Culverts: Coordinate with m aterials finish selection schedule. C. Drain pipe: 4" ADS non -perforated tight line. • Sanitary sewage systems: A. Sewage collection lines 8" PVC unless cast iron is noted. B. Septic system: Per drawings of bidders designer. • Subdrainage system : A. Slope to drain and surround in well draining material per details. • Surface drainage per I.R.C. section R401.3. 02800 SITE IM PROVEM ENTS • Irrigation system : Bidder design • Fences and gates: Bidder design 02900 LANDSCAPING Bidder Design Division 3 CONCRETE 03100 CONCRETE FORMWORK • Form work and bracing for structural cast -in place concrete shall be by subcontractor and m eet the requirements of the drawings and industry standards. • All formwork shall be placed in such a m anner as to allow cast -in place concrete to be placed on solid substrate and to allow structural support m em bers to sit below the frost line. 03200 C ON C RETE REIN FORC IN G • Reinforcing steel: Deformed bar sizes and locations per plans and details.Grade 60, Fy' = 60ksi per I.R.C.section R404.1.3.3.7.1. Unless otherwise noted per Engineer. • Welded wire fabric: at locations per plans and details: 6x6, W 1.4x1.4WWF. • A m inim um lap for all bars shall be 40 diam eters taken from the sm allest bar. Provide corner bars to m atch horizontal reinforcement. Minimum coverage per details and I.R.C.section R404.1.3.3.7.4. 03250 CONCRETE ACCESSORIES • Anchor bolts: 1/2"-- triple zinc ZMAX (G185 per ASTM A653) hot dipped galvanized steel (ASTM 153 for Anchors), with a minimum 7" em bedm ent, per I.R.C. section R403.1.6.,unless otherwise noted per Engineer. • Washers:3"x3"x1/4" sq.triple zinc ZMAX (G185 per ASTM A653) hot dipped galy. steel (ASTM 153 for Anchors), plate washers per I.R.C.section R602.11.1. Unless otherwise noted per Engineer. • Anchor bolts at 6'-0" o.c. m ax.for one story & 4'-0" o.c.for buildings over two stories in height, 12" from corners and joints,with a m inim um em bedm ent of 7". Provide a m inim um of (2) bolts per plate section per I.R.C.section R403.1.6. 03300 CAST -IN -PLACE CONCRETE • Structural concrete: Design f'c = 2500 psi m in 5-1/2 sacks of cem ent per cubic yard of concrete and a maximum of 6.0 gallons of water per 941b sack of cement at 28 days. Max slump is 4". segregation of materials to be prevented. Use f'c = 3000 psi concrete at 28 days with air entrainm ent only for concrete exposed to weather,in accordance with I.R.C. Tab le R402.2. Special inspection not required unless noted otherwise per Engineer. • Architectural concrete:for exposed aggregate finish (washed), Fc = 2000 psi at 28 days,with 3/8" round aggregate. 03300 CAST -IN -PLACE CONCRETE • All concrete shall have water reducing adm ixtures except for footings. • Air entrainm ent shall be 5-7% in all concrete exposed to weather, I.R.C. Table R402.2 • Coloring agent: Coordinate with m aterials finish selection schedule. Division 4 MASONRY 04100 MORTAR • Per I.R.C.section R6062 04150 MASONRY ACCESSORIES • Anchors and Ties: To be corrosion -resistant m etal ties per I.R.C. section R703.8.4. • Joint reinforcement: Standard strand no.9 U.S.gagewire per I.R.C.section R703.8. • Execution Per I.R.C. Chapter 7. 04200 UNIT MASONRY • Brick m asonry: A. Exterior locations: nam e/m fg: Coordinate with m aterials finish selection schedule (by others). B. Interior locations: nam e/m fg: Coordinate with m aterials finish selection schedule (by others). C. Pavers/planters: nam e/m fg: Coordinate with m aterials finish selection schedule (by others). • Concrete m asonry units:grade N-1 CM U, unless otherwise indicated sizes per drawings. A. Special units: Coordinate with m aterials finish selection schedule (by others). • Glass m asonry units: (glass block) Per I.R.C. section R607. A. Exterior locat ions: nam e/m fg: Coordinate with m aterials finish selection schedule (by others). B. Interior locations: nam e/m fg: Coordinate with m aterials finish selection schedule (by others). • Brick and Veneer: A. Brick veneer shall be supported on footings, foundation, or other non-com bustible supports. It shall have 15# felt backing and N o.9 gauge, non corrosive ties at 1 per each 2 s.f. of veneer. Provide 1" m inim um air space between veneer and backing. Provide approved flashing at base of veneer with 3/16" m in.round weepholes at 33" o.c. m ax., located im m ediately above the flashing, extending from the air space to the exterior. Veneer shall support no load other than its own weight and the vertical dead lead of veneer above. Provide angle iron support at doors,windows,and other openings per R606.10. • Concrete masonry unit (CM U) A. Concrete m asonry unit walls shall be constructed to conform to ASTM C90. It shall be laid up, reinforced, and anchored as shown on drawings. 04400 STONE • As shown on drawings. A. Exterior locations: name/mfg: Coordinate with materials finish selection schedule (by others). B. Interior locations: name/mfg: Coordinate with m aterials finish selection schedule (by others). • Stone VeneerAdhered per m anufacturer's installation instructions and in accordance with I.R.C. R703.12.1 A. On exterior stud walls, adhered m asonry veneer shall be installed: 1. Minimum of 4 inches above the earth. 2. M inim um of 2 inches above paved areas. or 3. M inim um of 1/2 inch above exterior walking surfaces which are supported by the Sam e foundation that supports the exterior wall. B. Flashing at foundation - A corrosion-risistant screed or flashing of a m inim um 0.019-inch or 26-gage galvanized or plastic with a minimum vertical attachment flange of 3\ inches shall be installed. 3 4 1 5 Division 5 Division 8 METALS DOORS AND WINDOWS 05050 METAL FASTENINGS 08200 WOOD DOORS Bolts: Use sizes and shapes per dwgs, or as needed for intended purposes. Bolts, nuts and cut washers in contact Panel wood doors: - Coordinate with m aterials finish selection schedule (by others). with treated wood to be triple zinc ZMAX (G185 per ASTM A653) hot dipped galvanized steel (ASTM 153 for Flush wood doors:- Coordinate with m aterials finish selection schedule (by others). Anchors). Stile and rail(store door): - Coordinate w/m aterials finish selection schedule (by others). • Patio door - Coordinate with m aterials finish selection schedule (by others). 05500 METAL FABRICATION Other - Coordinate with m aterials finish selection schedule (by others). Handrails and guardrails: Provide in sizes and locations as shown per dwg. 08300 SPECIALTY DOORS Division 6 Sliding glass door:- Coordinate with m aterials finish selection schedule (by others). WOOD AND PLASTICS Garage door: (m ake/style): (see division 11450)- Coordinate with materialsfinish selection schedule (by others). 06100 ROUGH CARPENTRY • Framing Lumber: Framing lumber shall be marked in conformance with the United States Dept. of 08600 WOOD/VINYL WINDOWS Com m erce, Standard Reference No. PS 20 (DOC PS 20) standards. All Kiln dried m inim um 19%. Note: Egress - A. J oist and rafters: (2x6 and larger) Hem -Fir #2 or better. A. Every sleeping room shall have at least one operable window with a net clear opening of B. Beam s and stringers: (4x and larger) Doug -Fir #2 or better. 5.7 s.f. The net clear opening height shall be a m inim um of 24", with a m inim um net clear C. Post and tim bers: Doug -Fir # 1. width of 20", and a finished sill height of not m ore than 44" above the floor, per I.R.C. section D. Studs, plates,and m isc. light fram ing: Hem -Fir #2 or better. R310. E. " I " Joists and Engineered beam s: Per m anufacturer. B. Safety glaze per I.R.C. section R308. F. Glue lam inated tim ber: C. See plans for egress and operation. 1. Sim ple span: 24F V4 DF/N3WN Manufactured by: 2. Continuous or cantilever:24F V8 DF/DF A. Color:- Coordinate with m aterials finish selection schedule (by others). G. All other lum ber: Hem -Fir Standard or better. B. Style - Coordinate with m aterials finish selection schedule (by others). H. Plywood/oriented strand board (O.S.B.):APA graded. I. Wall sheathing: see "TYPICAL BUILDING MATERIALS" list on the dwgs. 08700 HARDWARE J. Floor sheathing: see "TYPICAL BUILDING MATERIALS LIST"on the dwg. Type: A. Coordinatewith m aterials finish selection schedule (by others). K. Other:As noted on drawings. Weather Stripping:A. Coordinatewith materials finish selection schedule (by others). . All wood m em bers in contact with exposed concrete to be pressure treated m em bers. Thresholds: A. Coordinate with m aterials finish selection schedule (by others). • Particle Board: A.PA.graded A. Underlayment 08800 GLAZING 1. Floors: 5/8" (U.N.O.) Glass thickness to be determ fined by size and wind loading per I.R.C.section R308. 2. Sheet vinyl: 1/4" (U.N.O.)see division 9 Safety glaze per I.R.C.section R308. 3. Cabinet surfaces 3/4" (U.N.O.) Mirrors to be silvered 1/4" float plate glass. • Trusses: A. Prefabricated connector plate wood roof trusses shall be designed and stamped by the manufacturer Division 9 in accordance with the "design specification for m etal plate connected wood trusses". Design drawings FINISHES and details to be available upon request. B. See "Roof Fram ing Notes" on drawings. 09250 GYPSUM WALLBOARD C. Roof design, layout, loading, and bracing shall be by m anufacturer. Walls: See the "TYPICAL BUILDING MATERIALS" list on the drawings. D. Field alterations of truss must be designed by manufacturer. A. Finish: 1. Coordinate with Contractor/Owner m aterial selections. • Fasteners and adhesives: All nails shall be com m on wire of sizes for intended purpose per I.R.C. table Ceiling: See the "TYPICAL BUILDING MATERIALS" list on the drawings. R602.3(1). Attach tim ber joists to flush headers and beam s with Sim pson "U" hanger series or equal to A. Finish: 1. Coordinate with materials finish selection schedule. suit intended purpose. Sim pson connectors at other locations as outlined per drawings. Bolt heads, nuts, Wall and ceiling finishes shall have a Elam a spread index of not greater than 200,and a and cut washers per Division 5. Connectors and fasteners in contact with treated wood to be triple zinc sm oke-developed index of not greater than 450 per I.R.C. R302.9. ZMAX (G185 per ASTM A653) hot dipped galv. steel (ASTM 153 for Fasteners), stainless steel, silicone Code required areas: bronze,or copper as required per dwgs. A. Type "X:GWB as required. • Post to m at footing connection. Provide pressure treated post and positive connection to footing per 1. See division 01002 m isc. assem bly requirem ents. I.R.C.section 502.9. B. Waterproof GWB as req'd at wet or dam p locations per I.R.C.section R702.4.2. • All exposed glue lam inated wood, if not protected by a roof or eave, m ust be preservative -treated. Wonderboard or duroc at all tile locations (U.N.O.) • Metal corner bead profile: • The following will apply unless shown on drawings. All wood fram ing details shall be constructed to the 1. Coordinate with m aterials finish selection schedule. m inim um standards in the I.R.C. All Pram ing shall conform to the requirements of Chapters 5,6, and 8 of Apply as required in I.R.C. Chapter 7 and Table R702.1(3). Nail or screw in place per table. the I.R.C. Minimum nailing shall conform to table R602.3(1) of the I.R.C. Height and spacing of studs shall conform to table R602.3(5) of the I.R.C. 09300 TILE 06200 FINISH CARPENTRY • Cabinets: Coordinatewith materialsfinish selection schedule (byothers). • M illwork and casing: Coordinate with m aterials finish selection schedule (by others). • Paneling: Coordinate with m aterials finish selection schedule (by others). • Stair and handrail by: A. Coordinatewith materials finish selection schedule (by others). B. See division 01002.7 m isc. assem bly requirements. • Bookcases and built-in shelves: Coordinate with m aterials finish selection schedule (by others). • Plastic laminate and solid surface material: Coordinate with m aterials finish selection schedule (by others). Division 7 THERMAL AND MOISTURE PROTECTION 07150 WATERPROOFING & DAMP PROOFING • Part 2 - Product er I.R.C. sect ion R406. • Part 3 - Execution Per I.R.C.section R406. 07190 VAPOR AN D AIR RETARDER • Ground cover:6 mil polyethylene: black,with 12" m inim um lap. • Building wrap: see the "TYPICAL BUILDING MATERIALS" list on the drawings. • See Division 17, Energy Requirem ents.CC 07200 INSULATION • Fiberglass or m ineral wood batts, bloom m ineral wool, and extruded polystyrene: A. Walls: 1. See the "TYPICAL BUILDING MATERIALS" list on the dwgs. B. C eiling: 1. See the "TYPICAL BUILDING MATERIALS" list on the dwgs. C. Floor: 1. See the "TYPICAL BUILDING MATERIALS" list on the dwgs. D. Slab on Grade: R-10 (per W.S.E.C.Table R402.1.1). • Insulating foam :A. Standard sealant foam. • See division 17: energy requirements • Provide insulation m arkers for blown -in or sprayed insulation every 300 sq ft. Markers shall face the attic access per IECC Sec 303.1.1.1 • Crawl Space/Cantilevered floors: Insulation shall be installed to maintain permanent contact with the underside of the sub -floor decking. Insulation supports shall be installed so spacing is no m ore than 24" on center. Cantilevered floor vents shall be placed below the lower surface of the floor insulation. 07300 ROOFING MATERIAL • Shingles and roofing tiles: A. See the "TYPICAL BUILDING MATERIALS" list on the drawings • M em brane roofing: A. 3-ply hot m opped. • Install per manufacturer's recommendation and Chapter 9 of the I.R.C. 07460 SIDING MATERIAL • Install per manufacturer's recommendation and Chapter 7 of the I.R.C. • Siding: See the "TYPICAL BUILDING MATERIALS" list on the drawings. • Trim: Seethe "TYPICAL BUILDING MATERIALS" list on the drawings. • Soffits: See the "TYPICAL BUILDING MATERIALS" list on the drawings. • Other: See the "TYPICAL BUILDING MATERIALS" list on the drawings. 07600 FLASHING AND SHEET METAL • M in.26 Gauge galvanized, prefinished. • Install per Chapter 7 and 9 of the I.R.C: Flashing against a vertical sidewall shall be by the step -flashing m ethod.The flashing shall be a m inim um of 4" high and 4" wide. At the end of the vertical sidewall the step flashing shall be turned out in a m anner that directs water away from the wall and onto the roof and/or gutter, Per I.R.C. R903.2.1 • Approved corrosion -resistive flashing shall be provided in the exterior wall envelope in such a manner as to prevent entry of water into the wall cavity or penetration of water to the building structural Pram ing com ponents.The flashing shall extend to the surface of the exterior wall surface and shall be installed to prevent water from reentering the exterior wall envelope. 07700 ROOFING SPECIALTIES • Vents: A. Ridge vent: manufactured by: 1. Coordinate with m aterials finish selection schedule (by others). B. Mushroom vent: manufactured by: 1. Coordinate with m aterials finish selection schedule (by others). • Gutters: A. Continuous alum.precoated: 1. Style: K profile 2. Color: Match fascia • Downspouts: A. 2x3 rectangular aluminum precoated: 1. Color: Match fascia & trim B. Tie to 1 drain system . 07800 SKYLIGHTS • Skylights to conform with I.R.C. section R308.6. • M anufacturer: A. Coordinate with m aterials finish selection schedule (by others). 07900 SEALANTS AND CAULKING • Caulking - Styrene butadene caulking (SBR) • Color - Match siding N 5 • Ceram ic, quarry, and marble tiles - Coordinatewith materials finish selection schedule (by others). • Refer to manufacturer's recom m endations. 09550 WOOD FLOORING Type - Coordinate with m aterials finish selection schedule (by others). 09650 RESILIENT FLOORING Type - Coordinate with m aterials finish selection schedule (by others). 09680 CARPETING Carpet and Pad - Coordinate with m aterials finish selection schedule (by others). 09900 PAINTING Painting over prepared surface per m anufacturer's recom m endations - Coordinate with m aterials finish selection schedule (by others). 09950 WALL COVERINGS Type - Coordinate with m aterials finish selection schedule (by others). Division 10 SPECIALTIES 10200 LOUVERS AND VENTS • Hardware cloth screen 1/4" x 1/4" on soffit vents as detailed. • Continuous 2" performed metal soffit vent as detailed. • Roof vent (See Division 07700) • Other vents as noted per plans. 10300 PREFABRICATED FIREPLACES • Location/Model/Accessories:- Coordinate with m aterials finish selection schedule (by others). • See division 01002.12 for m isc. assem bly requirem ents for fireplaces. 10400 IDENTIFYING DEVICES • Building num bers:- Coordinate with m aterials finish selection schedule (by others) • Install in location per jurisdictional requirements. 10800 TOILET AND BATH ACCESSORIES Toilet and bath accessories - Coordinate with m aterials finish selection schedule (by others). 10900 WARDROBE AND CLOSET SPECIALTIES • Storage Closet:- Coordinate with m aterials finish selection schedule (by others). • Clothes Closets - Coordinate with m aterials finish selection schedule (by others) • Pantry. Division 11 11010 MAINTENANCE EQUIPMENT • Vacuum cleaning system - Coordinate with m aterials finish selection schedule (by others). 11450 RESIDENTIAL EQUIPMENT • Garage door opener(s)- Coordinate with m aterials finish selection schedule (by others). • Ironing board cabinet (or drawer).- Coordinate with materials finish selection schedule (by others). • Free-standing appliances - Coordinate with m aterials finish selection schedule (by others). Division 12 FURNISHINGS 12500 WINDOW TREATMENT Window treatm ent - Coordinate with m aterials finish selection schedule (by others). Division 13 SPECIAL CONSTRUCTION 13150 POOLS Bidder design 13156 HOT TUB Coordinate with m aterials finish selection schedule (by others). Division 14 CONVEYING SYSTEMS 14100 DUMBWAITER Dumbwaiter: Manufacturer/model num ber- Coordinate with m aterials finish selection schedule (by others). 6 Division 15 MECHANI, 15000 GENERAL • Mechanical system to be bidder design. • Regulatory requirements: A. Refer to Division 1 General Requirements. B. See plans for total m axim um Btu. C. Heating and cooling equipm ent shall be sized based on building loads calculated in accordance with ACCA manual J or other approved heating and cooling calculation m ethodologies. Per M 1401.3 • Contractor work out plum bing and HVAC diagram layout - Coordinate with other trades. 15400 PLUMBING • Pipes and Fittings: A. W aste & soil:ABS plastic of sizes req'd for the intended purpose. 1. Provide cast iron with compression neoprenejoints per locations shown on the drawings. 2. Provide clean -outs at bends. B. Vents:ABS C. Gas: Per code, verify location of appliances. 1. Provide an approved earthquake shutoff valve installed in the building supply line im m ediately after the gas m eter. The valve shall be located outside of the structure and be accessible. D. Water Line: 1. Below Grade: 1 1/4" type K with/hard solder 2. Above Grade:Type L w/soft solder • Plumbing equipment: A. Hot water heater: (Duals in tandem) 1. Size per U.P.C.501 and Table 501.1 and jurisdictional amendments. 2. Coordinate with owner's m aterial selection (by others). B. Hose bib, frost proof type: Mansfield units C. Main shut-off valve in garage. D. Plumbing fixtures- Coordinatewith owners material selection (by others). • Irrigation: (bidder design) A. Provide "T" connection in main line in garage by main shut-off valve with separate shut-off and drain valve.cc • Automatic Sprinkler System :(bidder design) • The installer to design the system to appropriate jurisdictional requirem ents and function in a manner consistent with industry standards. Refer to general requirements. 15500 HVAC • Forced Air: A. Furnace system - Coordinate with m aterials finish selection schedule (by others). B. Duct work and insulation - Coordinate with m aterials finish selection schedule (by others). C. Air cleaner - Coordinate with materials finish selection schedule (by others). D. Controls - Coordinate with m aterials finish selection schedule (by others). E. Registers with adjustable supply - Coordinate with materials finish selection schedule (by of hers). F. Provide firestopping at 'B' vent location per I.R.C. sections R302.11. • Fans: see division 17 energy requirements. • See floor plans for Whole House Ventilation requirements. • Vents - Coordinate with m aterials finish selection schedule (by others). • Exhaust Ducts: A.Term inate outside building and equip with backdraft dampers per I.R.C.section M 1507.3.3. • Dryer Ducts: A. Cloths Dryers shall be exhausted in accordance with manufactures instructions & I.R.0 . M 15 0 2. B. Protective shield plates shall be placed per I.R.C. M 1502.5. • The installer to design the system to appropriate jurisdictional requirements and function in a manner consistent with industry standards. Refer to general requirements. Division 16 ELECTRICAL 16000 GENERAL • Electrical systems to be bidder designed. • Regulatory requirements: refer to Division 1- General Requirements. • Contractor to provide electrical diagram m ing layouts, design circuitry: follow lighting plan if provided. A. Coordinatewith other trades. 16200 POWER • Wire and Boxes. A. Volt: 12 6A (3) Wire 1. GFI @ Damp Locations B. Low voltage: standard type • Panels: Circuit breaker box fully labeled A. Capacity: Bidder Design B. Circuitry: Bidder Design • Grounding: A. Provide (1) 2 1/2" schedule 80 PVC conduit at concrete stem wall for electrical service and (1) 5/8" diam eter x 8'0" long galvanized rod (& Ufer ground) for electrical grounding. • Smoke Detectors: A. Provide and install per I.R.C. sect ion R314. • Fire alarm : A. Provide and install per N.E.C.and as required by governing fire marshal. • The installer to design the system to appropriate jurisdictional requirem ents and function in a manner consistent with the industry standards. Refer to general requirements and I.R.C. 16200 COMMUNICATIONS • Intrusion alarm and security detection systems - Coordinate with m aterials finish selection schedule (by others). • Phone system - Coordinate with m aterials finish selection schedule (by others). • Intercom m unicat ion system s - Coordinate with m aterials finish selection schedule (by others). • Stereo system - Coordinatewith m aterials finish selection schedule (by others). 16500 LIGHTING • Fixtures: Coordinate with m aterials finish selection schedule (by others). Note: A m inim um of 90% of all lum inaries shall be high efficiency per W.S.E.C. R404.1. • Control:A. Switches: Coordinate with m aterials finish selection schedule. • Dim m ers: Coordinate with m aterials finish selection schedule (by others). • Boxes: Coordinate with m aterials finish selection schedule (by others). • Other: Coordinatewith m aterials finish selection schedule (by others). • The installer to design the system to appropriate jurisdictional requirements and function in a manner consistent with the industry standards. Refer to general requirements. Division 17 ENERGY REQU IREM EN TS WASHINGTON STATE ENERGY CODE: General Notes: • Per W SEC R402.4. The building Envelope shall be constructed to lim it the air leakage rate not to exceed 5 air changes per hour. The results of the test shall be signed by the party conducting the test and provided to the code official (R402.4.12). • Per W SEC R403.1.1. at least one thermostat per dwelling unit shall be capable of controlling the heating and cooling system on a daily schedule. • Per W SEC R403.3.2. ducts, air handlers, and filter boxes shall be sealed. • The certificate should be com pleted by the builder or other approved party and posted in the space where the furnace is located, a utility room , or another approved location in the building. • Fenestration to be N FRC 100, labeled and certified by the m anufacturer • M INIM LIM INSULATION VALUES UN LESS NOTED OTHERWISE: R402.1.2 - Wood Fram e W all: R-21 intermediate Pram ing / U-0.056 R402.1.2 - Ceilings: R-49 / U-0.026 R402.1.2 - Basement Walls: R-10 continuous insulation on the exterior of the wall, R-15 continuous insulation on the interior of the wall. R402.1.2 - Slab: R-10, 2 ft. / F-factor - 0.54 R402.1.2 - Fenestration: U-0.30 • Vapor retarder shall be installed on the conditioned room side of the insulation. • Headers to be insulated to a m in of r-10. • Provide 1/2" airspace between sub -grade concrete walls and fram ing/insulation. wrap all hot water supply pipes with self -adhered pipe -wrap foam insulation. 7 0am HCC nati inw thin standard SERVICES@HOM ECARECONTRACTORS.COM 206.984.4543 GO• design GAIVORONSKA.OLENA@GMAIL.COM 425.595.0691 RECEIVED Jan 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SINGLE- FAMILY HOUSE INTERIOR REMODEL DESIGN PROPOSAL BLAC KER AUSTIN/J UTILA STEPHAN D 23519 78TH AVENUE W EDM ON DS, WA 98026 All rights reserved.No part of this docum ent may be reproduced in any form or by any means without permission in writing from GO.design N0. DATE DESCRIPTION CODE NOTES Project Num ber 2215 Date 01/08/23 Drawn By GO.design A002 F E D C B A 1 2 3 I 4 5 6 7 HCC oct[inq thn sstan-d8rd SERVICES@HOM ECARECONTRACTORS.COM A300 206.984.4543 2 (E) 27' - 0" (E) 20' - 4 1/2" (E) 2' - 7 1/2" GO* design GAIVORONSKA.OLENA@GMAIL.COM 425.595.0691 0 0 w 0 0 w A300 3 (E) 24' - 0" EXISTING MAIN FLOOR 1/4" = 1'-0" 1 A300 0 w 4 A300 SYMBOLS AND LEGEND NEW WALL 0 EXISTING WALL E DEMOLISHED WF WHOLE -HOUSE FAN TO RUN CONTINUOUS & CONFORM TO IRC, M 1505A. FAN SIZE PER PLAN. FAN RATE TO BE ADJ USTED BY A FACTOR OF 1.5 FOR A NON BALANCED NON DISTRIBUTED SYSTEM. FRESH AIRTO BE PROVIDED BY THE FORCED AIR SYSTEM DUCTS PER SECTION M 1505A.1. FAN TO HAVEA SONE RATING OF 1.0 OR LESS MEASURED AT 0.1 INCHES WATER GAUGE ❑FAN- DIRECT VENT TO OUTSIDE F BATHROOM S/LAUNDRY 50 CFM MIN. KITCHEN EXHAUST HOOD TO BE MIN.OF 100CFM. IF EXHAUST HOOD EXCEEDS 400 CFM MAKE UP AIR M UST BE PROVIDED PER SECTION M 1503.6. 110v SM OKE ALARM PER I.R.C. R314 WITH BATTERY BAC KUP �S INTERCONNECTED PERR314A & R315.5. USE COMBINATION J SMOKE/CARBON MONOXIDEALARM WHEN NOTED MECHANICAL,PLUMBING,AND ELECTRICAL SYSTEM FORUNITS: PER DIV.15,16 SEE SHEET A-001 FU RN W H A. PROVIDE 6" DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACEWITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TAN K AT WATER HEATER. C. STRAP WATER HEATER TO FRAMING TOP AN D BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. RECEIVED Jan 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SINGLE- FAMILY HOUSE INTERIOR REMODEL DESIGN PROPOSAL BLAC KER AUSTIN/J UTILA STEPHAN D 23519 78TH AVENUE W EDM ON DS, WA 98026 All rights reserved. No part of this document maybe reproduced in any form or by any means without permission in writing from GO.design NO. DATE DESCRIPTION EXISTING MAIN FLOOR Project Num ber 2215 Date 01/08/23 Drawn By GO.design 1 1 2 1 3 1 4 1 5 1 6 1 7 1 A200 F E FBIN C 1 1 2 1 3 1 4 1 5 1 6 1 7 1 O 0 w 0 , 0 w WINDOW SCHEDULE MARK OPERATION WIDTH HEIGHT Sill Height U-Value Comments W 1 SLIDING 2'- 7" 2' - 8" 4'- 0" 0.30 SAFETY GLAZING W2 SLIDING 5'- 9 1/2" 3'- 0" 3'- 6" 0.30 EGRESS W3 SLIDING 2'-6" 2'-10" 3'-6" 0.30 W4 SINGLE -HUNG 2'- 0" 3'- 0" 3'- 6" 0.30 W5 FIXED 4'- 8" 6'- 6" 2' - 0" 0.30 SAFETY GLAZING W6 SLIDING 4' - 8" 1' - 0" 1' - 0" 0.30 SAFETY GLAZING W7 FIXED 5'- 3" 6'- 6" 1' - 0" 0.30 SAFETY GLAZING W 8 FIXED 3' - 0" 1' - 0" 7'- 6" 0.30 W9 SLIDING 6'- 0" 3'- 10 1/2" 3'- 6" 0.30 EGRESS W 10 SLIDING 5'- 9" 3'- 0" 4'- 0" 0.30 EGRESS W 11 SLIDING 6'- 4" 3'- 0" 3'- 6" 0.30 EGRESS W 12 SLIDING 2'- 0" 2'- 10" 3'- 6" 0.30 W13 SINGLE -HUNG 2'-0" 2'-7" 3'-6" 0.30 W 20 FIXED 5' - 3" 1' - 0" 7'- 6" 0.30 (E) CONCRETE PAD (E) COVE DECK O i� D4 (E) 27' - 0" DOOR SCHEDULE MARK FUNCTION TYPE WIDTH HEIGHT COMMENTS D 1 Interior SWING 2'- 6" 6'- 8" D2 Interior POCKET 2'- 6" 6'- 8" D3 Interior SWING 2'- 6" 6'- 8" D4 Exterior SLIDING DOOR 6'- 0" 6'- 10" SAFETY GLAZING D5 Interior SWING 2'- 6" 6'- 8" DEMOLISHING NOTES 1 WALL TO BEDEMOLISHED 2 OPENING TO BEDEMOLISHED AND FRAMED IN (E) 20' - 4 1/2" A301 2 (E) 2' - 7 1/2" (E) STORAGE W2 N EGRESS r (N) WIC W4 WALK-IN SHOWER 9'- 11 1/2" 10'- 0 1/2" 01 VERIFY SAFETY GLAZING PER I.R.C., SECTION R308 2 EXISTING DOOR TO BE REPLACED (E) BEDROOM IN EXISTING OPENING 1 �F CV (E)DOORTO REPLACE - WITH N WINDOW I - - / 1'- 6" ,N, / (N) KITCHEN CABINETS I p BY OTHERS W1 (N) RANGE HOOD (E) BATH_,z 1 (S1 o r (E) STORAGE co 0 D5 (N) CABINETS BY OTHERS C)1 \ ° ° O H c 1 8'- 5 1/2" L ° o o , REF 2 CY) N -1 2'-0" 2'-9" 1'-0" 4'-0" 1'-0" 3'-6" 1'-0" SHELVES BY OTHERS (E) DINING _ of N LO ° M (E) KITCHEN (E) LIVING RM (E) UTILITY CONVERT AN EXISTING 0 (N) KITCHEN ISLAND FIREPLACE INTO A - ' BY OTHERS DIRECT VENT A301 3 DOUBLE SIDED GAS 5'- 0" FIREPLACE p 3'- 6" 8' - 0" ------------ I AN OPENING OF NOT LESS THAN 100" SHALL BE W12 D wH W WH M I PROVIDED IN THE LAUNDRY I O ' CLOSET AND UTILITY ROOM I ENCLOSURE OR MAKEUP i o O 0 ' AIR SHALL BE PROVIDED BY ® OTHER APPROVED MEANS O O \ t---------- C) (S 1 M (E) BATH w (E) WATER HEATER (E) C LOSET (E)LIN EN TO BE RELOCATED EXISTING WINDOW \/6 TO BE REPLACED IN EXISTING OPENING (E) BEDROOM W9 W w11 ff_)C LO SET (E) CLOSET POST PER STRUCTURAL,TYP (E) BEDROOM W10 (E) 24' - 0" (E) BEDROOM 1 PROPOSED MAIN FLOOR 1/4" = 1'-0" EGRESS W10 W7 (W6I W6 W6 7cv 5 W5 W5 (E) 10' - 0" (E) 16' - 0" EXISTING WINDOW TO BE REPLACED IN EXISTING OPENING SAFETY GLAZING PER I.R.C., SEC R308 EXISTING WINDOW ABOVETHE DOOR TO BE REPLACED EXISTING WINDOW TO BE REPLACED IN EXISTING OPENING EXISTING WINDOW TO BE REPLACED IN EXISTING OPENING 1 A301 (N) WINDOW ALTER EXISTING OPENING (N)WINDOW CD - - - - - - - - - - - - - - - - - - - - - - - - - I INSULATION REMOVED FROM EXTERIOR WALL CAVITIES AS PART OF i w THE REMODEL TO BE REPLACED WITH MINIMUM R-15 IN EXTERIOR 12X4 WALLS AND R-21 IN EXTERIOR 2X6 WALLS.- - - - - - - - - J EXISTING WINDOW TO BE REPLACED IN EXISTING OPENING 18" MIN NON-COM BUSTIBLE FLOOR PROTECTOR 4 A301 0 , (N) GAS FIREPLACE BY OTHERS POST PER STRUCTURAL, TYP (N)SLIDING WINDOW BELOW, TYP EXISTING WINDOW TO BE REPLACED IN EXISTING OPENING SAFETY GLAZING PER I.R.C., SECTION R308 GENERAL NOTES 1.CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS/DISCREPANCIES TO DESIGNER PRIORTO COMMENCING WORK. 2. REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULEAND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEARWALL INDICATED IN THIS PLAN 3.A WRITTEN REPORT OF THE AIR LEAKAGE TEST RESULTS, SHALL BE SIGNED BY TESTING PARTY AND PROVIDED TO THE BUILDING INSPECTOR, PRIOR TO CALL FOR FINAL INSPECTION 4. DESIGN PROFESSIONAL OR BUILDER SHALL COM PLETE AND POST AN "INSULATION CERTIFICATE FOR RESIDENTIAL CONSTRUCTION" WITHIN 3'-0" OF ELECTRICAL PANEL PRIOR TO FINAL INSPECTION 5. FENESTRATION TO BENFRC 100,LABELED AND CERTIFIED BY THE MANUFACTURER 6. REQUIRED RAILINGS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAM ETER FROM THE WALKING SURFACE TO THE REQUIRED RAILINGS HEIGHT. 7. RAILINGS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT. 8. RAILINGS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 200 LB. 9. INTERMEDIATE RAILS, BALUSTERS,AND PANEL FILLERS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF50 POUNDS. 10. PROVIDE SAFETY GLAZING PER 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) 11.WHERE SAFETY GLAZING IS REQUIRED, EACH PANE MUST BE PROVIDED WITH A MANUFACTURER'S LABEL DEFINING THETYPEOFGLASS AND SAFETY GLAZING STANDARD TO WHICH IT COM PLIES.THE LABEL M UST BE PERMANENTLY ETCHED, FIRED,OR EMBOSSED,ON THE GLASS OR BEA TYPETHAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. 12.ALLTHE APPLIANCES SHALL BE NEW AND INSTALLED IN THE DWELLING UNIT TO MEET ENERGY STAR STANDARDS TYPICAL FLOOR NOTES: 1. INSTALL SMOKE DETECTORS IN ALL SLEEPING ROOMS AND ADJACENT AREAS,AND AT CEILING HEIGHT CHANGES GREATER THAN 24".SMOKE DETECTORS TO BE HARD WIRED AND INTERCONNECTED,WITH BATTERY BACKUP PERCODE.SMOKE DETECTORS: * SHALL BE 110 V INTERCONNECTED W/ BATTERY BACKUP * SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS * SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS ACEILING CHANGE GREATER THAN 24" 2. INSTALL CARBON MONOXIDE SENSORS ADJACENT TO SLEEPING AREAS. 3. CARBON M ONOXIDE DETECTORS ARE REQUIRED IF AN ATTACHED GARAGE AND/OR FUEL FIRED EQ U IPM EN T IS PRESEN T. 4.THE MAIN ELECTRICAL SERVICE FEEDER PANEL FOR EACH DWELLING UNIT SHALL HAVE REVERSED SPACE TO ALLOW INSTALLATION OF A DUAL POLE CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC INSTALLATION AND SHALL BE LABELED "FOR FUTURE SOLAR ELECTRIC" 5.PROVIDE A PROGRAM MABLETHERMOSTAT FOR THE PRIMARY SPACE CONDITIONNING SYSTEM WITHIN THE DWELLING UNIT. 6.ALL INTERIOR WALLS TO BE 2X4 @ 16' O.C. (U.N.O.) 7.ALL EXTERIOR WALLS TO BE 2X6 @ 16' O.C. (U.N.O.) 8. WINDOW SIZES ARE NOMINALROUGH OPEN ING,WIDTH AND HEIGHT. 9.PROVIDE A VENTED WINDOW IN EACH HABITABLE ROOM. THE FOLLOWING ARE NOT CONSIDERED HABITABLE ROOM S: BATHROOM S, TOILET ROOM S, CLOSETS, HALLS, STORAGE OR UTILITY SPACES AND SIMILAR. 10.APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.THEFLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL SURFACE AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. 11.ALL INTERIOR FINISHES TO MEET MINIMUM FLAME SPREAD INDEX AND SMOKE DEVELOPEM ENT INDEXAS REQUIRED BY 2018 IRC. 12.GARAG E SHALL BE SEPARATED FROM THE RESIDENCEAND ITS ATTIC AREA BY NOT LESS THAN 5/8" TYPE X GW B APPLIED TO THE GARAGE SIDE. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEM BLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5/8" TYPE X GW B OR EQUIVALENT. 13.0PEN INGS BETWEEN THE GARAGE AND RESIDENCESHALL BEEQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8" THICK, OR 20-M INUTE FIRE -RATED DOORS. 14. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED 0 F A MINIMUM N226 GAUGESHEET STEEL OR OTHER APPROVED MATERIALS AND SHALL HAVE NO OPEN INGS INTO THE GARAGE. SYMBOLSAND LEGEND NEW WALL 0 EXISTING WALL E DEMOLISHED WF WHOLE -HOUSE FAN TO RUN CONTINUOUS & CONFORM TO IRC, M 1505.4. FAN SIZE PER PLAN. FAN RATE TO BE ADJ USTED BY A FACTOR OF 1.5 FOR A NON BALANCED NON DISTRIBUTED SYSTEM. FRESH AIRTO BE PROVIDED BY THE FORCED AIR SYSTEM DUCTS PER SECTION M 1505.4.1. FAN TO HAVEA SONE RATING OF 1.0 OR LESS M EASURED AT 0.1 INCHES WATER GAUGE FAN- DIRECT VENT TO OUTSIDE F BATHROOM S/LAUNDRY 50 CFM MIN. KITCHEN EXHAUST HOOD TO BE MIN.OF 100CFM. IF EXHAUST HOOD EXCEEDS400 CFM MAKE UP AIR M UST BE PROVIDED PER SECTION M 1503.6. 110vSMOKEALARM PERI.R.C.R314 WITH BATTERY BACKUP (S INTERCONNECTED PERR314.4 & R315.5. USEA COMBINATION SMOKE/CARBON MONOXIDEALARM WHEN NOTED MECHANICAL,PLUMBING,AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET A-001 FU RN W H A.PROVIDE6" DIAMETER FRESH AIR INTAKE FROM OUTSIDETO RETURN AIR PLENUM AT FURNACEWITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT W ATER HEATER. C.STRAP WATER HEATERTO FRAMING TOPAND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 0we HCC netting the rtnn-d8rd SERVICES@HOM ECARECONTRACTORS.COM 206.984.4543 Oe design GAIVORONSKA.OLENA@GMAIL.COM 425.595.0691 RECEIVED Jan 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SIN G LE- FAM ILY HOUSE INTERIOR REMODEL DESIGN PROPOSAL BLAC KER AUSTIN/J UTILA STEPHAN D 23519 78TH AVEN U E W EDM ON DS, WA 98026 All rights reserved. No part of this docum ant may be reproduced in any form or by any m eans without perm ission in writing from GO.design NO. DATE DESCRIPTION PROPOSED MAIN FLOOR Project N um ber 2215 Date 01/08/23 Drawn By GO.design A201 1 1 2 1 3 1 4 1 5 1 6 1 7 1 F E D C B A 1 1 2 1 3 1 4 1 5 1 6 1 7 1 1 EXISTING WEST ELEVATION 1/4" = 1'-01 1 EXISTING EAST ELEVATIONS 1/4" = 1'-0" EXISTING NORTH ELEVATIONS 1/4" = 1'-0" EXTERIOR MATERIAL LEGEND SH IN G LE SID IN G CONCRETE LAPSIDING BRICK 0we HCC nr_t[inq tho sstondard SERVICES@HOM ECARECONTRACTORS.COM 206.984.4543 GO* design GAIVORONSKA.OLENA@GMAIL.COM 425.595.0691 RECEIVED Jan 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SIN G LE-FAM ILY HOUSE INTERIOR REMODEL DESIGN PROPOSAL BLAC KER AUSTIN/J UTILA STEPHAN D 23519 78TH AVEN U E W EDM ON DS, WA 98026 All rights reserved. No part of this document maybe reproduced in any form or by any means without permission in writing from GO.design NO. DATE DESCRIPTION EXISTING ELEVATIONS Project N um ber 2215 Date 01/08/23 Drawn By GO.design 4 EXISTING SOUTH ELE 1/4" = 1'-0" 1 I 2 VATION 1 3 1 4 1 5 1 6 1 7 1 A300 1 1 2 1 3 1 4 1 5 1 6 1 7 1 F E D C B A PROPOSED WEST ELEVATIO NPER I.R.C., SECTION R308 Q/ Fr 11 V L 11N V PER I.R.C., SECTION R308 PRO POSED EAST ELEVATIONS PROPOSED NORTH ELEVATIONS 1/4" = 1'-011 EXTERIOR MATERIAL LEGEND SH IN G LE SID IN G CONCRETE LAP SIDING BRICK PROPOSED SOUTH ELEVATION •• ■■ HCC nr_t[inq tho sstondard SERVICES@HOM ECARECONTRACTORS.COM 206.984.4543 GO* design GAIVORONSKA.OLENA@GMAIL.COM 425.595.0691 RECEIVED Jan 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SINGLE-FAMILY HOUSE INTERIOR REMODEL DESIGN PROPOSAL BLAC KER AUSTIN/J UTILA STEPHAN D 23519 78TH AVEN U E W EDM ON DS, WA 98026 All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from GO.design NO. DATE DESCRIPTION PROPOSED ELEVATIONS Project N um ber 2215 Date 01/08/23 Drawn By GO.design 1/4" = if- 011 1 2 I 3 4 5 6 7 A301 1 I 2 I 3 I 4 5 6 I 7 GLAZING NOTES: F E FBI C C n NAILER GWB HEADER PER STRUCTURAL PLACE STAINLESS STEEL FASTENERS FORTRIM AWAY FROM WINDOW FLANGE WINDOW HEAD, TYP 3" = 1'-0" GWB NON -CORROSIVE FASTENERS @ WINDOW FLANGE STAINLESS STEEL FASTENERS @ TRIM (E)WOOD FRAMING W/MIN R-21INSULATION WINDOW SILL, TYP 311 = 11 - 0 1' 2 ' AlyA EXT SHEATHING WATER RESISTIVE BARRIER EXTERIOR SIDING FLASHING MEMBRANE EXT SHEATHING WATER RESISTIVE BARRIER PLACED UNDER FLASHING MEMBRANE BLDG PAPER OVER HEAD FLASHING MEMBRANE& WINDOW FLANGE FLASHING MEMBRANE EXTERIOR SIDING PER ELEVATION METAL FLASHING TRIM PER ELEVATION 1/2" SHIM WINDOW PER PLAN WITH A MAXIMUM U-FACTOR 0.30 WINDOW PER PLAN WITH A MAXIMUM U-FACTOR0.30 CAULK JOINT TRIM PER ELEVATION FLASHING MEMBRANE BEHIND WINDOW FLANGE EXTERIOR SIDING PER ELEVATION WATER RESISTIVE BARRIER PLACED UN DER FLASHING M EM BRAN EXT SHEATHING (E)WOOD FRAMING W/MIN R-21INSULATION WINDOW WITH A MAXIMUM U-FACTOR0.30 CAULK JOINT TRIM TO MATCH EXISTING NOTES: - INSTALL SIDING PER MANUFACTURER'S SPECIFICATIONS - DO NOT NAIL TRIM OR FLASH IN THROUGH WINDOW FLANGE - REPAIR OR REPLACE WINDOW IF FLANGE BREAKS - CAULK ALL SEAM S,J0INTS & CORNERS OF FLASH INGS C WINDOW JAMB,TYP 311 = 11 - 0 1' GWB (E) WOOD FRAMING EXTERIOR WALL, TYP 311 = 11 - 0 1' EXTERIOR SIDING TO MATCH EXISTING WATER RESISTIVE BARRIER w/ UPPER LAYER HORIZONTALLY OVER -LAPPING LOWER LAYER 2"MINIMUM & VERTICAL JOINTS OVER -LAPPING 6" MINIMUM MIN R-21FRAMING INSULATION 1 LAYER 5/8 GYPSUM BOARD WOOD FRAMING C5 INTERIOR WALL, TYP 311 = 11 - 0 1' 1. ALL GLAZING TO BE (2) PANE INSULATED GLASS ORB ETTER UNLESS NOTED OTHERWISE. 2. SLIDING DOOR TO BE SAFETY GLASS, LAM INATED GLASS, OR TEMPERED GLASS. 3. SHOWER DOORS AND ENCLOSURES TO BE SAFETY GLASS, LAMINATED GLASS, OR TEMPERED GLASS. 4.WHERE SAFETY GLAZING IS REQUIRED, EACH PANE MUST BE PROVIDED WITH A MANUFACTURER'S LABEL DEFINING THE TYPE OF GLASS AND SAFETY GLAZING STANDARD TO WHICH IT COMPLIES. THE LABEL MUST BE PERMANENTLY ETCHED, FIRED, OR EMBOSSED, ON THE GLASS ORBEA TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. GENERAL DOOR NOTES: 1.THRESHOLDS SHALL NOT EXCEED 1/2" HEIGHT MAX. (TYP.). EXTERIOR THRESHOLDS SHALL BE SET IN SEALANT 2. DOOR THRESHOLD SHALL BE SET IN SEALANT AND CONTINUE OVER ENTIRE WIDTH OF WALL ASSEM BLY. 3. DOOR FRAMES SHALL BE PAINTED UNLESS INDICATED OTHERWISE 4. FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE 5.0 POUNDS MAXIM UM FOR INTERIOR HINGED AND DOORS AND 10.0 POUNDS MAXIM UM FOR EXTERIOR HINGEDAND SLIDING DOORS. FOR FIRE DOORS,THE DOOR LATCH SHALL RELEASE WHEN SUBJ ECTED TO A 15 POUND FORCE.THE DOOR SHALLBE SET IN MOTION WHEN SUBJECTED TO A 30 POUND FORCE.THEDOOR SHALL SWING TO A FULL -OPEN POSITION WHEN SUBJECTED TO A 15 POUND FORCE. MOISTURE PROTECTION NOTES 1. PROVIDE PRESSURE TREATED PLATES BETWEEN CONCRETE AND FRAMING. 2. PROVIDE A M IN OF 12" CLEAR WOOD GIRDERS AND EARTH. 3.PROVIDE A MIN OF 18" CLEAR BETWEEN WOOD JOISTS AND EARTH. 4. PROVIDE M IN OF 8" CLEAR BETWEEN WOOD POSTS AND EARTH. 5. PROVIDE M IN OF 1" CLEAR BETWEEN WOOD POSTS AND CONCRETE FLOORS. 6. CAULK ALL OPENINGS THOROUGHLY. 7. FLASS ALL OPENINGS WITH A M IN OF 26 GAUGE GALVANIZED STEEL TO ACCEPTABLE INDUSTRY STANDARDS. 8. M ETAL COPING AT PARAPET TO M E M IN OF 22 GAUGE GAALVAN IZED STEEL. VENTILATION NOTES 1.ALL WORK TO COMPLY WITH THE2018 IRC CHAPTER 15 WITH JURISDICTION AMENDMENTS. 2. SOURCE SPECIFIC FANS SHALL BE LOCATED IN ALL KITCHENS, BATHROOM S,WATER CLOSETS AND LAUNDRY FACILITIES.VENTILATION CAPACITY SHALL BEAT LEAST 50 C.F.M. FOR BATHROOM AND LAUNDRY ROOMS AND 100 C.F.M. FOR KITCHENS. DUCTING SHALL TERM INATEOUTSIDE THE BUILDING AND SHALL BEEQUIPED WITH BAC KD RAFT DAMPERS. 3. WHOLE HOUSE VENTILATION SYSTEM SHALL BE CAPABLE OF ,35 AIR EXCHANGES PER HOUR BUT NO M ORE THAN ,50 AIR EXCHANGES PER HOUR UNDER NORMAL OPERATING CON DITIONS.OUTDOOR AIR SHALL BE PROVIDED TO ALL HABITABLE ROOM S. FAN SHALL HAVE A STONE RATING OF 1.5 OR LESS M EASURED AT 0.1 INCHES WATER GAUGE. 4. DUCT WORK SHALL CONFORM TO TABLE M 1508.6.2 AND 1506.1 OF THE'2015 IRC CHAPTER 15, WITH JURISDICTION AMENDMENTS. 5. DUCT SHALL BE INSULATED TO AM IN OF R-4. 6. PROVIDE A MIN NET AREA OF 1 SQ. FT OF VENTILATION AREA FOR EACH 150 SQ. FT OF CRAWL SPACE AREA. PLACE OPEN INGS AS NEAR AS TO CORNERS AS PRACTICABLE AND SHALL PROVIDE CROSS VENTILATION. 7.ALL CRAWL SPACE VENTS TO BE PROVIDED WITH 1/4" NON -CORROSIVE WIRE MESH. 8. PROVIDE A MIN NET AREA OF 1 SQ. FT OF VENTILATION AREA FOR EACH 150 SQ. FT OF ATTIC AREA. PROVIDE A CONTINIOUS 1INCH MIN AIRSPACE ABOVE INSULATION FOR CROSS VENTILATION. 9.ALL ATTIC VENTS TO BE PROVIDED WITH 1/4" NON -CORROSIVE W IRE MESH ORAPPROVED SOFFIT VENTS. 10. EXHAUST FAN VENTS SHALL TERMINATE OUTDOORS AND NOT IN ATTICS, SOFFITS, RIDGE VENTS, OR CRAWL SPACES. 11. KITCHENS, BATHROOM SAND LAUNDRY EXHAUST TERM INATIONS TO EXIT THE STRUCTURE W ITH CLEARANCES MEETING SRC M1506.3:NOT LESS THAN 3 FEET FROM PROPERTY LINES,3 FEET FROM OPERABLE OPENINGS INTO THE BUILDING AND 10 FEET FROM MECHANICAL AIR INTAKES ENERGY NOTES 1. ALL WORK TO COM PLY W ITH WASH INGTON STATE ENERGY CODE W ITH J URISDICTION AM EN DM EN TS W HERE APPLICABLE. USE PRESCRIPTIVE OPTION UNLESS NOTED OTHERWISE. 2.HEATING UNITS TO MAINTAIN 70 D EG REES FAREN H EIT AT 36" ABOVE FLOO R W H EN 0UTSIDETEMPERATUREIS 24 D EG REES FA REN H EIT, O R C U RREN T REQ U IREM EN TS. 3.CAULK ALL J0INTSAROUND EXTERIOR 0 PEN IN G S AN D ALL J 0 INTS IN SIDINGAND FLASHING WHERE INFILTRATION MAY BE POSSIBLE. 4. SEAL ALL TEARS AND JOINTS IN INSULATION W ITH APPROVED TAPE. 5.SHOW ERFLOW CO NTRO L LIM ITED TO 2.5 GALLO N S PER M IN UTE, 0 R C U RRENT REQ U IREM ENTS. 6. ALL CRAW LSPACES TO HAVE A M INIM UM OF 6 M IL BLACK VISQUEEN GROUND COVER EXTENDED OVER THE TOP OF THE FOOTINGS. LAP ALL JOINTS 12" M IN. 7. FIREPLACE(S) SHALL HAVE TIGHT FITTING DAM PERS AN D SHALL BE PROVIDED W ITH A M IN OF 6 SQUARE INCHES OF OUTSIDE COM BUSTABLE AIR SUPPLY. 8. M ETAL DUCTS OUTSIDE THE CONDITIONED SPACE SHALL BE INSULATED TO R-8 M IN PER'2018 WASH INGTON STATE EN ERGY C O D E", TABLE 5-11 W ITH J U RISD ICTIO N AM EN D M EN TS. PROVID E W EATH ER BARRIER IF LOCATED ON THE EXTERIOR OF THE BUILDING. 9. SERVICE WATER PIPES LESS THAN 2" IN DIAM ETER SHALL BE WRAPPED W ITH 1" M IN LAYER IF INSULATION. 10. WATER HEATERS TO M EET 1987 NATIONAL APPLIANCE ENERGY CONSERVATION ACT AND SEATTLE ENERGY CODE TABLE C404.2 AND EFFICIENCY VERIFIED THROUGH APPROVED CERTIFICATION PROGRAM WHEN APPLICABLE. 11.MINIMUM INSULATION VALUES UNLESS NOTED OTHERWISE: R402.1.2 - WOOD FRAM E WALL: R-21 IN TERM EDIATE FRAM IN / U-0.056 R402.1.2 - CEILINGS: R-49 / U-0.026 R402.1.2 - BASEM ENT WALLS: R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, R-15 CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL. R402.1.2-SLAB:R-10,2 FT./ F-FACTOR-0.54 R402.1.2 - FENESTRATION:U-0.30 12.VAPOR RETARDER SHALL BE INSTALLED ON THE CONDITIONED ROOM SIDE OF THE INSULATION. 13. HEADERS TO BE INSULATED TO A MIN OF R-10. 14.PROVIDE 1/2" AIRSPACE BETWEEN SUB -GRADE CONCRETE WALLS AND FRAMING/INSULATION. 15.WRAPALL HOT WATER SUPPLY PIPES WITH SELF -ADHERED PIPE -WRAP FOAM INSULATION. HCC netting the rtnn-d8rd SERVICES@HOM ECARECONTRACTORS.COM 206.984.4543 GOe design GAIVORONSKA.OLENA@GMAIL.COM 425.595.0691 RECEIVED Jan 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SING LE-FAM ILY HOUSE INTERIOR REMODEL DESIGN PROPOSAL BLAC KER AUSTIN/J UTILA STEPHAN D 23519 78TH AVEN U E W EDM ON DS, WA 98026 All rights reserved. No part of this docum ant may be reproduced in any form or by any m eans without perm ission in writing from GO.design NO. DATE DESCRIPTION DETAILS Project N um ber 2215 Date 01/08/23 Drawn By GO.design 1 2 3 5 6 I 7 A302