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P_Construction Drawings_LC-14_L430B_06LC_B2L_190128_v2
PR16000315 B19006362_ V2 REVISION Received: 03/06/2019 / lwalker BUILDING DIVISION REVIEWED By: Alan Findlay, P.E. Date: 03/07/2019 APPROVED BUILDING DIVISION THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALL TIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BE OCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTON BUILDING DIVISION AND RECEIPT OF CERTIFICATE OF OCCUPANCY. APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TO VIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES, OR OTHER REGULATIONS ENFORCED BY THIS CITY. DATE: 04/19/2019 SUMMARY 1: ADMINISTRATIONSUMMARY 3-1: GENERALSUMMARY 2: DEFINITIONSSUMMARY 3: BUILDING PLANNINGSUMMARY 7: FRAMINGSUMMARY 8: FIREPLACESSUMMARY 9: HVACSUMMARY 10: FUEL GASSUMMARY 11: PLUMBINGSUMMARY 12: ELECTRICAL A space in a building for living, sleeping, eating or cooking. Bathrooms,toilet rooms, closets, halls, storage or utility spaces and similar areas are not consideredhabitable spaces. Space within a dwelling unit utilized for living, sleeping, eating, cooking,bathing, washing and sanitation purposes.1. All construction shall conform to the 2012 Ed. International Building Code (IBC), the 2012Ed. International Residential Code (IRC), Uniform Plumbing Code, 2012 Ed (UPC), the2012 Ed. International Mechanical Code, the 2012 Ed. International Fuel Gas Code, the2012 Ed. Washington State Energy Code (WSEC), the 2009 Ed., and the 2001 Ed. (WFCM)Wood Frame Construction Manual, w/ the 2005 NDS Supplement for WoodConstruction, and the 2009 Ed. International Property Maintenance Code.2. Arrange inspections that are mandatory due to jurisdictional requirements.3. Provide temporary facilities including electricity, water, temporary toilet, per jurisdictionalrequirements.4. Provide temporary controls including erosion sediment and surface water control andentrapment during construction per jurisdictional requirements.SUMMARY 3-2: STRUCTURAL DESIGN CRITERIAThese notes are provided for convenience only and do not imply that complete structuralanalysis has been done on this structure.1. Truss Loading :Top chord live load: 25 psfTop chord dead load: 7 psfBottom chord dead load: 5 psfTOTAL LOAD: 37 psf2. Roof live load : 25 psfException 1: 35 psf* per City of Snoqualmie for Snoqualmie Ridge (*see Summary 3-5)Exception 2: 48 psf (roof)* per City of Snoqualmie for Snoqualmie Ridge (*seeSummary 3-5)3. Floor live load : 40 psf4. Stair and corridor live load: 40 psf5. Mechanical units: weights provided by manufacturer6. Allowable soil pressure: Unless a soils report by a qualified engineer is provided, allfootings and foundations shall be on assumed 1500 psf (Per R401.4.1) bearingcapacity.7. Equivalent fluid pressure 35 psf.SUMMARY 5: FOUNDATIONS 1. Form work and bracing for structural cast in place concrete shall be by subcontractorand meet the requirements of the drawings and industry standard.2. All form work shall be placed in such a manner as to allow cast in place concrete to beplaced on solid substrate and to allow structural support members to sit below the frostline.SUMMARY 5-1: CONCRETE FORMWORK1. All fireplaces will be Prefabricated fireplaces and related components are to bear U.L.or ICBO (International Conference of Building Officials) seal of approval and beinstalled per manufacturers requirements.2. Manufacturer's installation clearance requirements must conform to typical fireplacesurround details.3. The hearth shall where required shall comply with all manufacturers requirements.4. Woodwork or other combustible materials shall not be placed within 6" of a fireplaceopening. Combustible material within 12" of the fireplace opening shall not projectmore than 18" for each 1" distance from such opening.5. All types of fireplace shall be provided with an outside source of combustion air andtight fitting doors per R1006.26. Direct vent fireplaces, install per manuf. specs., and conform to ch. 18 and G2434 ofIRC.7. Factory-built chimneys shall be listed and labeled and shall be installed and terminatedin accordance with the manufacturer's installation instructions .7. POSTS4 x 's8 x 's2 x 's 6 x 'sFci = 625 psiE= 1300 ksiFv= 170 psiFb = 875 psi(6x) D.F.#2Fc1 = 625 psiE = 1600 ksiFv = 180 psiFb = 900 psi2x12 H.F. #2Fb = 850 psiE = 1300 ksiFv = 150 psiFb = 850 psi2x10 H.F. #2Fb = 850 psi2x8 H.F. #2Fb = 850 psi1. DIMENSIONAL LUMBERFc1 = 405 psi(Fv,E and Fc1-same as 2x10 H.F. #2)2. HEADERS/BEAMS (4x) D.F.#2NDS 2005 - Table 4Acf d=8"NDS 2005 - TABLE 4DFb= 990 psiFb=1080 psiFb=1170 psi d=12" d=10" cf=1.2cf=1.1cf=1.3Fc= 625 psi, E= 1000 ksiFc= 1350 psi, E= 1600 ksiFc= 700 psi, E= 1300 ksiFc= 700 psi, E= 1300 ksi6. PARALLAM - (ICC ESR 1387)5. TIMBERSTRAND (ICC ESR 1387)Fb = 2325 psiFv = 310 psi E = 1550 ksiE = 1800 ksiFc1 = 650 psiFv = 265 psiFb = 2400 psiGLB (Glue Laminated Beam) Single Span 24F-V4Fb = 1850 psi comp/TBFc1 = 800 psiFc1 = 750 psiE = 2.0 x10 psiFv = 290 psi Fb = 2900 psi factorD.F. #2SPFd=9.25d= 7.25" d=11.25d=14d=164. LARGE BEAMS/GIRDERS - 3. STUDS1.061.031.010.980.972x4 & 2x6 SPF STUD GRADEFb = 675 psiFc = 725 psiE = 1200 ksiFc1 = 425 psi Fc1 = 405 psiE = 1300 ksiFc = 1300 psiFb = 850 psi2x4 & 2x6 HF #2STUDS @ BALLOON FRAMING( 0 CAMBER or 3500' RADIUS CAMBER)SUMMARY 7-2: STRUCTURAL VALUESSUMMARY 7-3: TRUSSESSUMMARY 7-4: CONNECTIONSSUMMARY 7-1: GENERALSUMMARY 7-5: DRILLING AND NOTCHINGSUMMARY 3-3: WIND DESIGN DATA(1603.1.4 of IBC) The following information related to wind loads shall be shown, regardless ofwhether wind loads govern the design of the lateral-force-resisting system of the building:1. Basic wind speed (3 second gust), miles per hour 85 mph and site specific exposure. Seeclimatic/geographic design criteria chart this sheet.2. Wind importance factor, Iw, and building category. = 1.03. Wind exposure, if more than one wind exposure is utilized, the wind exposure andapplicable wind direction shall be indicated. Primary exposure = B however,calculations are site specific. See climatic/geographic design criteria chart thissheet.4. Topographic Effect Factor (Kzt) = 1.0 (u.n.o.)5. Components and cladding. The design wind pressure in terms of psf to be used for thedesign of exterior component and cladding materials not specifically designed bythe registered design professional.SUMMARY 3-4: EARTHQUAKE DESIGN DATA(1603.1.5 of IBC) the following information related to seismic loads shall be shown, regardlessof whether seismic loads govern the design of the lateral-force-resisting system of thebuilding:1. Seismic importance factor, I , and seismic use group. = 1.02. Mapped spectral response accelerations S and S . S =1.5, S =0.53. Site class. = D4. Spectral response coefficients S and S . S = 1.0, S =0.55. Seismic Design Category=D6. Basic seismic-force-resisting system = Light framed walls with shear panels of woodstructural panels, per Table 9.5.2.2. of ASCE 7-02.7. Design base shear= 0.15 W8. Seismic response coefficient(s), C =0.159. Response modification factor(s), R = 6.510. Analysis procedure used. = ASCE 12.81. Sub drainage systems to have foundation drainage of 4" ABS non-rigid perforated pipe.Footing drains shall extend around the perimeter of the house. See plot plan for sitespecific drainage design. Under-floor drainage system (with grade sloped to drain andsurrounded in well draining material per details) to relocate water to exterior of thebuilding.2. Storm sewage systems shall have roof drains connected to the approved drywellinfiltration trench system or approved storm drainage system.3. Sanitary sewage system collection lines shall be 8" PVC unless cast iron is noted.SUMMARY 4-2: SEWAGE AND DRAINAGE1. Rough grade 4" below finish grade, unless otherwise specified.2. The grade away from foundation walls shall fall a minimum of 6 inches within the first 10feet.Exception - Where lot lines, walls, slopes or other physical barriers prohibit 6 inches offall within 10 feet, drains or swales shall be provided to ensure drainage way from thestructure. (IRC R401.3)3. Excavations of footings shall be kept dry before and during placement of concrete andshall be in a firm state prior to the placement of concrete. Wet sites shall beadequately drained before construction.4. Paving shall consist of 2" asphalt, class B, over 3" crushed rock or 2" ATB.SUMMARY 4-1: EARTH WORKSUMMARY 4: SITESUMMARY 12-1: GENERAL1. Electrical systems to be bidder designed.2. Regulatory requirements: refer to Summary 1: Administration.3. Contractor to provide electrical diagramming layouts, design circuitry: follow lighplan if provided.4. Operating instructions, for all free standing appliances, should be on site for inspeSUMMARY 12-2: POWER:1. Wire and Boxes consist of 12 6A (3) Wire, GFI at damp locations, standard type lovoltage.2.Panels: Circuit breaker box fully labeled, bidder designs capacity, bidder designscircuitry.3. For grounding, provide (1) 212" schedule 80 PVC conduit at concrete stem wall foelectrical service and (1) 58" diameter X 8'-0" long galvanized rod for electricalgrounding.4. Provide and install smoke detectors in every sleeping room, outside each sleepinand on each story. Carbon Monoxide detectors shall be installed outside theimmediate vicinity of sleeping areas on each story. Alarm devices shall beinterconnected in such a manner that the actuation of one alarm will activate aalarms in the individual unit. All smoke alarms shall be listed in accordance w/ ULand installed in accordance with the provisions of this code and the household fiwarning equipment provisions of NFPA 72. (IRC R314) Carbon Monoxide alarms sUL2034 compliant and installed per manufacturer's listing. (WAC R315)5. Provide and install fire alarms per governing fire marshal.SUMMARY 9-1: GENERALInstaller of HVAC systems to design to appropriate jurisdictional requirements and function ina manner consistent with industry standards. Coordinate with materials finish selectionschedule.1. Forced Air:•Furnace System - Design parameters specified in WSEC Chapter 3 shall apply.•Heating and Cooling design loads for the purpose of sizing HVAC systems shall becalculated in accordance with accepted engineering practice.•Furnace/AC shall be sized no greater than 150% of the calculated heating andcooling design loads. Max BTU per WSEC compliance form (found in separatedocument).2. Duct work and insulation: All heating ducts in unconditioned spaces are to be insulatedto a min. R-8. All ductwork seam joints are to be taped and sealed and fastened with amin. of (3) fasteners per joint.3. Fans:All exhaust fan ducts in unconditioned spaces and all supply ducts in theconditionedspace shall be insulated to a min. of R-4.4. Vents:Coordinate with materials finish selection schedule.5. Furnace air ducts, chutes, or chases in garage that pass through the living/garagecommon wall to upper floor must be protected by a lining not less than No. 26 gaugegalvanized sheet metal.6. Exhaust ducts shall terminate outside the building, and shall be equipped withback-draft dampers.SUMMARY 9-2: WASHINGTON STATE ENERGY CODE (WAC51-11)SUMMARY 9-3: M1507 Whole House Ventilation1.Waste and Soil: ABS plastic of sizes required for the intended purpose. Provide cawith compression neoprene joints per locations shown on the drawings. Provide outs at bends.2.Vents: D.M.V. (UPC 906) Venting systems shall terminate no less than 3 ft above amakeup air inlet located within 10 ft from property lines.3. Gas: Per code, verify location of appliances.4. Water Line: For below grade, install 1-14" type K with hard solder. For above gradinstall type L with soft solder.5. Dryer Moisture Exhaust Duct: Maximum allowable exhaust duct length shall bedetermined by manufacturer instruction (IRC M1502.4.4.2) or Prescriptive SpecifieLength (IBC1502.4.4.1)6.R-4 Min. Insulation to be installed on Hot Water service piping in unconditioned sp(WSEC 403.4.2)SUMMARY 11-1: PIPES AND FITTINGSSUMMARY 11-2: PLUMBING EQUIPMENT1. Hot Water Heater:a. (Dual in tandem) Coordinate with owners material selection.b. Strap water heaters at points within the upper 13 and lower 13 of its verticaldimension.Lower point shall be minimum 4" above controls per UPC 508.2.c.Provide a waterproof pan of corrosion resistant materials installed beneath wheater with min 34"diameter drain to an approved location (UPC 507.4).d.Provide Pressure Reducing Valve, and listed expansion tank to prevent damafromthermal expansion (UPC 608.3). Thermal expansion control per IRC P2903.42. Hose Bib, frost proof type: Mansfield units. expansion (UPC 03.5.7).3. Main shut off valve in garage.4. Plumbing fixtures to be coordinated with owners material selection.5. Individual control valves to be of the pressure balance type at showers and tub/scombinations. No inline thermostatic valves to be used for compliance at these lomax temp= 120° Max.6. Water closets and assoc. flushometer valves shall not use more than 1.6 gal/flush.7. Water hammers required per UPC 609.10 & 609.10.1 .8. For site irrigation system, provide "T" connection in main line in garage by main shvalve with separate shut-off and drain valve. Backflow certification required.SUMMARY 10-1: APPLIANCES1.Freestanding or built-in ranges shall have a vertical clearance above the cof not less than 30 inches to unprotected combustible material.2.Fuel-fired water heaters shall not be installed in a room used as a storage cheaters located in a bedroom or bathroom shall be installed in a sealed ethat combustion air will not be taken from the living space. Direct vent waare not required to be installed within an enclosure. (M2005.2 of IRC)3.Operating instructions, for all free standing appliances, should be on site foSUMMARY 7-6: FIREBLOCKING AND DRAFTSTOPPING1. Draftstopping: (per IRC R302.12) Required in any concealed floor or ceiling spacewhose area is more than 1000 sq. ft. It shall divide the concealed space intoapproximately equal areas. Draftstopping materials shall not be less than 12 inchgypsum board, 38" wood structural panels, 38" Type 2-M-W particleboard or otherapproved materials adequately supported. Draftstopping shall be applied parallel tothe floor framing members.2. Fireblocking: (per IRC R302.11) Fireblocking shall consist of minimum 2" nominal lumber.Refer to R602.8.1 for more approved fire blocking materials. Fireblocking shall beinstalled vertically at the ceiling and floor levels, horizontally at intervals not exceeding10 feet, and at openings around vents, pipes, and ducts at ceiling and floor level.SUMMARY 7-7: FLASHINGProvide approved corrosive resistant flashing (per IRC R703.8) at exterior wall envelope toprevent water entry into wall cavity or structural components.1. Flashing at exterior windows and door openings shall extend to surface of exterior wallfinish or to the water resistive barrier for subsequent drainage.2. At intersection of chimney or other masonry construction with frame walls.3. Under and at ends of masonry, wood or metal copings and sills.4. Continuously above all projecting wood trim.5. Where exterior porches, decks or stairs attach to a wall or floor assembly.6. At wall and roof intersections.SUMMARY 13: MISCELLANEOUS1. Provide approved numbers or addresses so that they are plainly visible & legible fstreet or road fronting the property (IRC R319.1)2. Window manuf. recommended method for installation and flashing details to beprovided on site.SUMMARY 13-1: GENERALMin. Source Specific Vent. Capacity RequirementsKITCHEN100 cfmBATH/PWDR 50 cfm 20 cfmProvide whole house exhaust fan sized per thefollowing charts according to IRC:M1508 & IMC:403:1. Prefabricated connector plate wood roof and floor trusses shall be designed and stamped bythe manufacturer in accordance with the "design specification for metal plate connected woodtrusses". Design drawings and details to be available upon request.2. See "Roof Framing Notes" on drawings.3. Roof design, layout, loading, bracing and truss to truss connections shall be by manufacturer.4. Field alterations of truss must be designed and stamped by manufacturer.5. Roof trusses shall be stored on a flat, dry location and shall be covered from the elements untilplacement into position.6. Where Hip sets are used and spaced at 24" O.C. install pressure blocking between lower cords,spacing equal to truss spacing, to ensure proper nailing of ceiling wallboard. Fastening tocomply with Table 702.3.5 IRC.7. Truss to truss connections and truss connections to exterior wall shall conform to the methodstated by the manufacturer design details and structural details on sheets S1 & S2.8. Truss specifications shall show compliance with IRC Section R301.5 and IRC Table R301.51. This cover sheet has been prepared for the convenience of the Contractor/Owner. Thisoutline is intended to work with a material selection list. Not all items are necessarilyrequired to complete this specific project. Coordinate with Contractor/Owner forcomplete listing of specifications. Within this cover sheet it will state "Coordinate withmaterials finish selection schedule".2. These drawings are copyrighted. QUADRANT CORP. retains all rights, ownership andcopyright of this design under the federal copyright act. Reproductions of illustrationsor working drawings in any form are by authorization of the QUADRANT CORPORATIONonly.3. Authorized reproductions must bear the name of QUADRANT CORPORATION.4. Construction/Working drawings by their very nature are diagrammatic and do notpurport to show all details or conditions of constructions. Questions generally arise tothe architectural/design intent and to construction technical detailing within thesedrawings. As clarifications, interpretations, and revisions are all part of the constructionprocess. QUADRANT CORPORATION therefore shall not be liable for any direct,indirect, or consequential damages as a result of not participating in the constructionprocess.5. Do not vary or modify the work shown, except with written instruction from QUADRANTCORPORATION. Report discrepancies, and omissions to the QUADRANT CORPORATIONimmediately.6. Due to the nature of construction and the building process there will be bidder designand Contractor/Owner selection of the building products, components, andassemblies. This set of working drawings is considered a "builder set" and does notinclude specifications or building materials list. Therefore it is the Contractor/Ownerresponsibility to provide and coordinate specifications, including product selection andinstallation or assembly. QUADRANT CORP. assumes no liability or responsibility fordiscrepancies or conflicts which occur through Contractor/Owner specified materialsand their respective installation. QUADRANT CORP. assumes no liability or responsibilityfor any item which may 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 dimensions. Verify all dimensions and datum'sbefore commencing work and be responsible for their accuracy and reportdiscrepancies and omissions to the architect immediately.8. The Contractor/Owner is responsible for coordinating work with that of all trades toensure proper and adequate interface of all trade works. The contractor shall beresponsible 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 respectivetrades in the location in which the project is built.11.It is the responsibility of the Contractor, Owner or Agent to obtain all required inspectionsprior to proceeding past a required inspection. If unsure of the required inspectionsplease contact the Building Department.1. Fasteners and adhesives: All nails shall be wire of sizes for intended purpose. All other wood towood connections shall be with USP connectors (or Simpson equivilant) to suit intended purpose.Simpson (or equal) holdowns and connectors shall be used for concrete to wood connections asoutlined per drawings. Bolt heads, nuts, and cut washers per Division 5.Wood Fasteners noted in drawings are equivalents based on following specifications:8d= 2-1/2" Length x 0.131" Dia. / 10d= 3" Length x 0.131" Dia. / 16d= 3-1/2" Length x 0.135" Dia.2. Post to mat footings connection. Provide pressure treated post and positive connection tofooting.3. Refer to fastener schedule Table R602.3(1) of IRC for structural members.4. All fasteners in contact with treated wood (nails, bolts, hangers, etc) shall be hot dip galvanizedor stainless steel per IRC R317.3.1.5. Built up vertical members shall be fastened together to act as one unit with 10d nails @ 6" o.c.U.N.O.6. Beam to post connection shall utilize (2) Simpson LSTA16 (or equal) strap ties unless notedotherwise in framing plans.1. Drilling and notching in studs shall meet minimum requirements of IRC R602.6. Any stud in exteriorwall or bearing partition may be cut or notched to a depth not exceeding 25% of its width.Studs in non-bearing partitions may be notched to a depth not to exceed 40% of a single studwidth.2. Drilling and notching in top plate shall meet minimum requirements of IRC R602.6.1. When drillingor notching 50% of the width of the top plate, a galvanized metal tie of not less than 0.054 inchesthick (16 ga.) and 1 1/2" wide shall be fastened across and to the plate at each side of openingwith not less than eight 10d nails at each side or equivalent.1. Water Heaters to be provided with separate switch for electrical, or valve for other fuelsystems to permit turning off the energy supplied to service water heating systems.2. Service Water Heaters shall meet reqm'ts of NAECA (1987 National Appliance EnergyConservation Act) and be so labeled on tank. Noncompressible R.10 pad (unheatedspaces only(WSEC R403.4.3)3. Service Water Heaters shall have temperature setting (less than or = to) 100 degrees F.4. Showers and lavatories shall limit flow to (less than or = to 2.5 gpm).5. Ceiling insulation baffles to maintain 1" air space above insulation, extend 6" above battinsulation, and extend 12" above loose fill insulation.6. Wall insulation shall have face stapled batts or friction fit unlaced batts.7. Poly vapor retarder or PVA paint(dry cup perm rating of 1 max.) (R702.7)8. Concealed insulation shall be covered with material flame spread rated at less than 25(ie behind shower/tub, upper floor, joist bays, dead wall spaces, etc.) (R302.10.1)9. Floor insulation shall have one dry cup rated vapor barrier on the warm side.10. Attic and crawl space access panels shall be insulated with moisture control insulationand weather stripped.11. A minimum of 75% of perminantly installed lamps in lighting fixtures shall be highefficiency lamps (WSEC R404.1)12. Six mil black polyethylene ground cover shall be lapped 12" at points and extendthroughout the crawl space to foundation walls.13. All exterior doors shall be weather stripped per WSEC R402.2.414. All glazing shall be certified and labeled with its U-factor by an independent agencylicensed by the National Fenestration Rating Council Product Certification Program.WSEC R303.1.315. Blower door test affidavit and duct sealing affidavit to be completed prior to finalinspection. (WSEC R402.4.1.2)16. The Building Thermal Envelope shall meet the requirements of Sections WSEC 402.1.1through R402.1.4IRC:M1507.3 Whole House mechanical ventilation system shall be designed in accordancewith Sections M1507.3.1 through M1507.3.7.IRC:M1507.3.2.0 & IMC:403.8.2 Installers shall provide the manufacturer's installation,operation instructions that enable manual override.IRC:M1507.3.2 #5 & IMC:403.8.2 Intermittent whole-house ventilation systems shall complywith 1507.3.2 #5.1 through #5.8.M1507.3.4 Whole house ventilation using exhaust fans. This section establishes minimumprescriptive requirements for whole-house ventilation systems using exhaust fans. A systemwhich meets all the requirements of this section shall be deemed to satisfy the requirementsfor a whole-house ventilation system.IRC:M1507.4.1 & IMC:403.8.6.4 Whole House Ventilation Fans. Exhaust fans providing wholehouse ventilation shall have a flow rating at 0.25 inches water gauge as specified in TableM1507.3.3(1). Manufacturers' fan flow ratings determined according to HVI 916 (March 2009)or AMCA 210.IRC:M1507.4.2 & IMC:403.8.6.5 Fan Noise. Whole house fans located 4 feet or less from theinterior grille shall have a sone rating of 1.0 or less measured at 0.1 inches water gauge.Manufacturer's noise ratings shall be determined as per HVI 915 (March 2009). Remotelymounted fans shall be acoustically isolated from the structural elements of the building andfrom attached duct work using insulated flexible duct or other approved material.IRC:M1507.3.2 & IMC:403.8.2 Controls and Operation - Comply with M1507.3.2 sections 1-5.IRC:M1507.3.4.4 & IMC:403.8.5.1 Outdoor Air Inlets. Outdoor air shall be distributed to eachhabitable room by individual outdoor air inlets. Inlets meeting the requirements of thissection are marked at the window size callout with "FAV" indicating the "Fresh Air Vent"requirement.IMC:504.5 Make-up Air Vent. When make-up air is needed, an opening having an area notless than 100 square inches shall be provided.Intermittent operationContinuous operation 25 cfm1. The following will apply unless shown on drawings. All wood framing details shall be of aconstruction that meets or exceeds the minimum standards in the IRC. All framing shall conformto the requirements of chapters 5,6,7,8 and 9 of the IRC. Minimum nailing shall conform to TableR602.3(1) of the IRC. Height and spacing of studs shall conform to Table R602.3(5) of the IRC.2. The spacing of exterior wall studs and interior wall studs shall be 24" o.c., u.n.o.The spacing of garage wall studs shall be 16" o.c., u.n.o.3. All lumber in contact with concrete or exposed to weather shall be pressure treated or cedar.4. Provide both a king and a jack stud @ ea. end of header, typ., u.n.o. Stud packs located atbearing points below beams shall be same material size as the wall they are located in u.n.o.5. All joists & beams to be toe-nailed to load bearing member with (2)16d nails or equivalent,typical, u.n.o.D.F. #2D.F. #2WESTERN WASHINGTON: SUMMARY 3-5: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA* For Levels under 700' mean sea level 45 psf for 701'-800' 50psf for 801'-900' 55 psf for 901' and upCLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (IRC R301.2(1))COUNTY CITYGROUNDSNOW LOADWIND SPEED(mph)SEISMICDESIGNCATERGORYSUBJECT TO DAMAGE FROMWINTERDESIGN TEMP(°F)ICE SHIELDUNDERLAYMENTREQ.FLOODHAZARDSAIR FREEZINGINDEXMEANANNUAL TEMP(°F)WEATHERINGFROST LINEDEPTHTERMITE DECAYKINGAUBURN20 85D2moderate 6"slight tomoderateslight tomoderate21nositedependent0-1000 50KING KENT 20 85D2moderate 6"slight tomoderateslight tomoderate21nositedependent0-1000 50KING MAPLE VALLEY 25 85D2 moderate 12"slight tomoderateslight tomoderate22nositedependent148 51.5KING RENTON 25 85 D2 moderate 12"slight tomoderateslight tomoderate22no1979 113 50KINGSNOQUALMIE35 (65 above1000')85D2moderate 18"slight tomoderateslight tomoderate22noFIRM 199517150.2KING SAMMAMISH 25 85D2 (soilclass Dassumed)moderate12"slight tomoderateslight tomoderateTBD noE. LakeSamm. Pkwy- floodhazardN/A N/AKING REDMOND 25 85 D2 moderate 12"slight tomoderateslight tomoderate22 NO FIRM 1999 113 52.5KING WOODINVILLE 85D2moderate12"slight tomoderateslight tomoderate22N0sitedependent174 52.5PIERCE BONNEY LAKE 2585 exp.BD1 moderate 6"slight tomoderateslight tomoderateTBDnoA) N/A (NO100 YR)B) 1982(FEMA)11752.3PIERCE DUPONT 25 85D2 moderate6"slight tomoderateslight tomoderateTBD no 117 52.3PEIRCE GIG HARBOR 25 85 D-2 moderate 12"slight tomoderateslight tomoderate--no1987 280 50PIERCE TACOMA 25 85 D1 moderate12"moderate toheavymoderate tosevere20 no11/9/1986350 50PIERCE UNINCORP'D 30 85 D1 moderate 12"slight tomoderateslight26noPCC 17A.50 50 50SNOHOMISH MARYSVILLE 25 85 D1 moderate 18"slight tomoderateslight tomoderate26nositedependent17550SNOHOMISH MONROE 25 85D1, D2moderate 18"slight tomoderateslight tomoderate26no11/9/199917550.5KITSAP POULSBO 30 85D2moderate12"slight tomoderatemoderate tosevere26 noA) 1980 B)1980148 51.4SNOHOMISH LAKE STEVENS 25 80D2 moderate 12"slight tomoderateslight tomoderate26 no2/27/84175 50.5BedroomsSpecified Vol.from TableM1507.3.3(1)0-1 2-3 4-5 6-7 8+less than 1500 30 45 6075901501-3000 45 60 75 90 1053001-4500 60 75 90 105 1204501-6000 75 90 105 120 1356001-7500 90 105 120 135 150more than 7500 105 120 135 150 165Qf = Qr/(&egr;f)Where:Qf = Fan flow rateQr = Ventilation air req.(IBC TABLE M1507.3.3(1)) = Ventilation effectiveness (from Table M1507.3)f = Fractional operation time(IBC Table M1507.3(2)VENTILATION EFFECTIVENESS FORINTERMITTENT FANSRUN-TIME PERCENTIN EACH 4-HOURSEGMENTFACTOR25%433%350%266% 1.575%1.3100%1Table IRC:M1507.3.3(2) & IMC:403.8.5.1HVAC CHARTS: (WAC51-51-1507)Table IRC:1507.3.3(1) & IMC:403.8.1(Continuously operating systems)Table IRC:M1507.4 & IMC:403.3SUMMARY 6: MASONRYSUMMARY 5-2: CONCRETE REINFORCING1. Reinforcing steel: Deformed bar sizes and locations per plans and details. Grade 40,Fy' = 40 ksi2. Welded wire fabric: at locations per plans and details: 6X6, W1.4X1.4WWF3. A minimum lap for all bars shall be 1'-6" or 30 diameters, whichever is larger. Providecorner bars to match horizontal reinforcement. Minimum coverage per details and IRCchapter 4.4. Concrete Protection (Cover) For Reinforcing Steel Shall Be As Follows:-Footings and unformed surfaces cast against and permanently exposed to earth - 3"-Formed surfaces exposed to earth or weather (#5 bars or smaller) - 1-1/2"-Slabs and walls (interior face) - 3/4"5. All reinforcing steel to be tied in place. No wet doweling. See blue card: requiredinspections VIAQC caulking to be completed and to be continuous where required.SUMMARY 5-3: CONCRETE ACCESSORIES1. Anchor bolts: A307 in accordance with plans.2. Expansion and contraction joints: 12" asphalt impregnated felt as located per drawingsand details.3. Anchor bolt, 12" from corner and joints max, embedment min 7", not less than 7 boltdiameter from ends, and 2 bolts per piece of wood u.n.o.SUMMARY 5-4: CAST IN PLACE CONCRETE1. Structural concrete: Fc'= 2,500 psi at 28 daysException: Cities of Renton, Kent and Gig Harbor, King and Pierce County to be Fc'=3,000 psi.Includes Garage slab and concrete exposed to weather per IRC R402.22. Architectural concrete for exposed aggregate finish (washed),Fc' = 2,500 psi at 28 days, with 38" round aggregate.Exception: Cities of Renton, Kent and Gig Harbor, King and Pierce Counties are tobe Fc'= 3,000 psi.3. Admixtures: All concrete shall have water reducing admixtures except for footings.Air entrainment shall be 5-7% in all concrete exposed to weather.4. Concrete shall not be placed against unprotected wood.1. Use type "S" mortar with integral waterproofing agent.2. Anchors and Ties: 1" wide 22 gauge corrugated steel strip, non corrosive. Provide brickveneer anchor ties at 16" o.c. horizontal and 12" o.c. vertical for high wind locations.3. Joint reinforcement: standard ladder type 9 gauge wire 1-12" less that wall thickness.4. Brick and Stone veneer shall be supported on footing, foundation, or othernon-combustible supports. It shall have 15# felt backing and ties at 1 per each 2 s.f. ofveneer. Provide 1" minimum air space between veneer, backing. Use approvedflashing at base of veneer with 3/8" round weep holes at 32" o.c. at the base extendingfrom the air space to the exterior. Veneer shall support no load other than its ownweight and the vertical dead load of veneer above.5. Concrete masonry unit walls shall be constructed to conform to ASTM C90. It shall belaid up, reinforced and anchored as shown on drawings.(WAC 51-51-1507.1-1507.3.4.4)2015 WASHINGTON STATE ENERGY CODE* 3a (1.0 pts) High Efficiency HVAC Equipment Gas, propane, or oil-fired furnace with minimum AFUE of 94%*4 (1.0 pts) High Efficiency HVAC Distribution System*5C (1.5 pts) Efficient Water Heating Water heating system shall include one of the following: Gas, propane or oil water heaterwith minimum EF of 0.91.ALLA1PR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 SQUARE FOOTAGEPLAN 06LC "B" BASEMENT FLOOR AREA1042SQ. FT. FIRST FLOOR AREA1481SQ. FT. SECOND FLOOR AREA1801SQ. FT. TOTAL AREA4323SQ. FT. GARAGE AREA (2-BAY)456SQ. FT. GARAGE AREA (1-BAY)187SQ. FT. PORCH AREA102SQ. FT. COVERED DECK AREA160SQ. FT. UNCOVERED DECK AREA126SQ. FT. PATIO AREA286SQ. FT.REC. ROOM9'-0" CLG.CARPETBA. 29'-0" CLG.H.S.PATIO29'-10"x10'-3" CONC. SLABUNVENTEDCRAWL SPACEGYM9'-0" CLG.CARPETHALL9'-0" CLG.CARPET52'-0"5'-6"17'-4"29'-2"8"15'-7"58'-6"10'-412"20'-412"15'-0"10'-3"2'-6"8"19'-812"8"13'-4"52'-0"22'-412"13'-11"8"12'-7"7'-5"8"58'-6"10'-412"29'-3"7'-3"2'-6"8"28'-7"1'-10"8"1'-10"8"4'-2"5'-1012"3'-312"13'-712"1'-6"21'-3"3'-314"3'-814"4'-0"7'-812"16'-1012"8'-8"8'-8"612"3'-412"19'-0"612"3'-412"9"6'-412"14'-7"7'-412"28'-4"2"8"8"12'-3"8"AA1-B4-0AA1-B4-0BA1-B4-09'-112"8"8'-512"15'-812"8"6'-1112"10080 S.G.D.CENTER MEETTEMPEREDTBTP60"x34" SHOWERPER SPECS.OPT. UNDERCOUNTERREFRIG.OPT. 36"x36"AC PAD3050 FG8056 XOXLINEN #22480 H.C.DOOR (TEMP)3080 GLASSOPT. GLASSWALLUP17R.8"2'-11"8"6'-612"2"8"UNVENTED CRAWLSPACE PER I.R.C.R408.33'-1112"3'-312"8056 XOX712"4"4"4"4"OPT1'-6"3"10'-912"PRE-FAB NICHE8"2"8"1'-6"1'-6"5'-6"CPT HS3'-314"16'-6"CA1-B4-0PARTIALSLAB-ON GRADEPERIMETER INSULATIONPER WSEC R402.2.09"INDOORHVAC UNIT3"6"5'-0"INDOORHVAC UNITOPT. BASECABINETS1. PROVIDE COMBUSTION AIR PER MANUFACTURERS RECOMMENDATIONS2. INSTALL TEMPERATURE & PRESSURE RELIEF VALVESOFFIT SYMBOLSFLAT SOFFIT W/ TOP @ 8'-2 12" A.F.F. @ 9'-0" PL. NOTE: SOFFITS ATOPTIONAL 8'-0" DOOR ARE AT 8'-6".WATER HEATER NOTELAUNDRY ROOM NOTES1. GLAZING SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH IRC SECTION R308.32. GLAZED PANELS REQUIRING SAFETY GLAZING SHALL BE IDENTIFIED WITH THEWORD 'TEMPERED' OR 'TEMP' OR1. NOTE: EXTERIOR WINDOWS LABELED W/ AN SYMBOL (EACH SLEEPING ROOMSHALL HAVE AT LEAST ONE) SHALL BE DESIGNATED FOR EMERGENCY EGRESS &RESCUE.2. ESCAPE & RESCUE WINDOWS SHALL HAVE A MIN. NET CLEAR OPENABLE AREA OF5.7 SQ. FT. THE MIN. NET CLEAR OPENING SHALL BE NOT LESS THAN 24 INCHESHIGH AND 20 INCHES WIDE. WHEN WINDOWS ARE PROVIDED AS A MEANS OFESCAPE OR RESCUE, THEY SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOTGREATER THAN 44 INCHES MEASURED FROM THE FLOOR. THESE WINDOWS3. ANY BARS, GRILLS GRATES OR OTHER SIMILAR DEVICES SHALL BE OPERATIONALFROM THE INSIDE OF ROOM WITHOUT THE USE OF KEYS OR TOOLS.E1. UNLESS OTHERWISE PERMITTED OR REQUIRED BY THE DRYER MANUFACTURER'SINSTRUCTIONS AND APPROVED BY THE AUTHORITY HAVING JURISDICTION,DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL NOT EXCEED A TOTALCOMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FEET, INCLUDING TWO 90DEGREE ELBOWS. A LENGTH OF 2 FEET SHALL BE DEDUCTED FOR EACH 90 DEGREEELBOW IN EXCESS OF TWO2. PROVIDE 100 SQUARE INCHES OF MAKE-UP AIR TO ALL LAUNDRY ROOMS3. WASHER SPACE, PROVIDE RECESSED WATER AND WASTE4. AT 2ND FLOOR, PROVIDE OPT. "SMITTY" PAN UNDER WASHER WITH DRAIN TOOUTSIDE5. FLIP WASHER/DRYER ON REVERSE PLANS - WASHER TO ALWAYS BE ON THE LEFTDRYER VENT TO OUTSIDE AIRGLAZING & WINDOW NOTES1. ALL GLAZING SHALL COMPLY WITH IRC SECTION R3082. ALL GLAZING SHALL BE IN COMPLIANCE WITH WASHINGTON STATE ENERGYCODE SEC R303.1.3.3. WINDOW CALLOUTS ARE AS FOLLOWS:SGD = SLIDER SH = SINGLE HUNG DH = DOUBLE HUNGFX = FIXED GLASS CA = CASEMENT 1. WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH IRCSECTION R308.4.2. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW ISLOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACEBELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AMINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICHTHE WINDOW IS LOCATEDTBATH AND SHOWER SPACESBATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLEDSHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH ANONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OFNOT LESS THAN 6 FEET ABOVE THE FLOOR. (IRC SEC R307.2)DVBASMENT FLOOR PLAN "B"1/4" = 1'-0"8'-0" 8'-0"ALL EXTERIOR DOORS AND WINDOWS TO HAVE HEADER HEIGHT AS LISTED BELOWU.N.O.: (SEE ELEVATIONS)HEADER HEIGHTSFIRST FLOOR:SECOND FLOOR8'-0"BASEMENT FLOOR:2x4 STUD WALLWALL LEGEND2x6 STUD WALL(2) 2x4 STUD WALL2x8 STUD WALLPR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 SQUARE FOOTAGEPLAN 06LC "B" BASEMENT FLOOR AREA1042SQ. FT. FIRST FLOOR AREA1481SQ. FT. SECOND FLOOR AREA1801SQ. FT. TOTAL AREA4323SQ. FT. GARAGE AREA (2-BAY)456SQ. FT. GARAGE AREA (1-BAY)187SQ. FT. PORCH AREA102SQ. FT. COVERED DECK AREA160SQ. FT. UNCOVERED DECK AREA126SQ. FT. PATIO AREA286SQ. FT.FOYERVOL. CLG.H.S.2-BAYGARAGECONC.GREAT ROOMVOL. CLG.H.S.DINING9'-0" CLG.H.S.BA. 19'-0" CLG.H.S.KITCHEN9'-0" CLG.H.S.PORCHCONC.COVEREDDECKDECKING29'-2"x9'-9"PAN.9'-0" CLG.H.S.VALET9'-0" CLG.H.S.STUDY9'-0" CLG.H.S.GUESTBDRM.9'-0" CLG.CARPET1-BAYGARAGECONC.52'-0"5'-6"16'-8"8"29'-2"5'-534"6'-412"4'-934"4'-712"17'-1"12'-1"5'-712"6'-512"58'-6"10'-412"9'-112"29'-3"7'-3"2'-6"10'-912"3'-812"14'-512"1'-9"1'-1112"3'-6"3'-6"3'-11"52'-0"18'-3"18'-012"8'-2"7'-612"6'-1112"8'-9"3'-7"1'-812"3'-3"2'-0"5'-014"3'-134"11'-1"6'-1112"58'-6"10'-412"35'-412"10'-3"2'-6"20'-412"15'-0"8'-6"6'-6"4'-212"4'-312"6'-312"3'-1112"1'-3"16'-3"9"1'-034"8'-3"1'-034"13'-11"22'-412"10'-412"12'-0"2'-812"5'-9"1'-2"7'-3"2'-1112"1'-9"3'-812"2'-212"5'-512"4'-5"7"4'-614"7'-7"3'-914"12'-0"812"2'-7"9'-7"3'-6"5'-1"16'-3"6'-512"8'-1"2'-4"10"1'-2"10'-11"1'-0"2'-4"6'-012"2'-812"3'-0"19'-612"2'-8"5'-0"2"5'-1112"16'-5"3'-312"3'-1112"15'-7"8"12'-11"7'-0"5'-512"AA1-B4-0AA1-B4-0BA1-B4-0BA1-B4-02480 H.C.2480 H.C.2880x138" SCTIGHT FITTINGSELF CLOSING2680 H.C.3080 GLASSCPTHS3080 S.C.TANKLESSWATERHEATER 95%EFFECIENTD.W. VERIFYDIM. w/MANUF.ISLAND w/EATINGBAR34 12" LOWWALLUTIL. SINKOPT.MICRO./OVENCOMBOTPR&SE60"x34" SHOWERPER SPECS.18"x24"CRAWLSPACEACCESSPANEL -CARPET36" OPEN RAILPANTRY w/(4) SHELVESSINK w/DISPOSAL3056 FG6080 S.G.D.TEMPERED8080 S.G.D.TEMPERED2040 FG2660 FG(TEMP) o/2620 FG(TEMP)6016 FG16080 SECTION GARAGE DOORGLASS WALLLINE OFUPPERCABINETS5050 SL o/(2) 2620 FGTB4640 SL6080 BI-PASSUP17R.DN.17R.OPEN MDFSHELVESFIREPLACE PERSPECS.+54"4'-1112"5'-5"6050 FG3'-612"3056 FG3056 FG6056 FG o/(2)3020 AWNMULLEDLINE OFFLOORABOVEOPT. 18" WINEFRIDGE OR 3030FRIDGE/FRZPRE-FAB NICHESLOPE 3"SLOPE 3"8080 SECTION GARAGE DOORLINE OFFLOORABOVELINE OFFLOORABOVE2'-6"17'-1012"12" DEEPHVACSOFFIT3'-312"6056 FG o/(2)3020 AWNMULLED6056 FG o/(2)3020 AWNMULLED6056 FG o/(2)3020 AWNMULLED6056 FG o/(2)3020 AWNMULLEDCPT HSCPT HS312"6'-912"1'-1112"8'-10"1'-1112"3050 FG(TEMP)3050 FG(TEMP)4"x4" WOODPOSTSLINE OFFLOORABOVE3'-312"TILE TOCEILINGLINE OF FLOORABOVE13A14CA1-B4-0PARTIALLINE OFFLOORABOVE10'-412"4"4"7'-212"1112"1112"8'-2"39" REFRIG.SPACE36" GAS APPLIANCEw/ HOOD ABOVE6'-10"SEE VERTICALOCCUPANCYSEPARATION NOTEON A1-B4-0SEE HORIZONTALOCCUPANCYSEPARATION NOTEON A1-B4-01112"3'-512"6"2480 H.C.R&S612"STD. 18" DEEP BENCH1. PROVIDE COMBUSTION AIR PER MANUFACTURERS RECOMMENDATIONS2. INSTALL TEMPERATURE & PRESSURE RELIEF VALVESOFFIT SYMBOLSFLAT SOFFIT W/ TOP @ 8'-2 12" A.F.F. @ 9'-0" PL. NOTE: SOFFITS ATOPTIONAL 8'-0" DOOR ARE AT 8'-6".WATER HEATER NOTELAUNDRY ROOM NOTES1. GLAZING SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH IRC SECTION R308.32. GLAZED PANELS REQUIRING SAFETY GLAZING SHALL BE IDENTIFIED WITH THEWORD 'TEMPERED' OR 'TEMP' OR1. NOTE: EXTERIOR WINDOWS LABELED W/ AN SYMBOL (EACH SLEEPING ROOMSHALL HAVE AT LEAST ONE) SHALL BE DESIGNATED FOR EMERGENCY EGRESS &RESCUE.2. ESCAPE & RESCUE WINDOWS SHALL HAVE A MIN. NET CLEAR OPENABLE AREA OF5.7 SQ. FT. THE MIN. NET CLEAR OPENING SHALL BE NOT LESS THAN 24 INCHESHIGH AND 20 INCHES WIDE. WHEN WINDOWS ARE PROVIDED AS A MEANS OFESCAPE OR RESCUE, THEY SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOTGREATER THAN 44 INCHES MEASURED FROM THE FLOOR. THESE WINDOWS3. ANY BARS, GRILLS GRATES OR OTHER SIMILAR DEVICES SHALL BE OPERATIONALFROM THE INSIDE OF ROOM WITHOUT THE USE OF KEYS OR TOOLS.E1. UNLESS OTHERWISE PERMITTED OR REQUIRED BY THE DRYER MANUFACTURER'SINSTRUCTIONS AND APPROVED BY THE AUTHORITY HAVING JURISDICTION,DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL NOT EXCEED A TOTALCOMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FEET, INCLUDING TWO 90DEGREE ELBOWS. A LENGTH OF 2 FEET SHALL BE DEDUCTED FOR EACH 90 DEGREEELBOW IN EXCESS OF TWO2. PROVIDE 100 SQUARE INCHES OF MAKE-UP AIR TO ALL LAUNDRY ROOMS3. WASHER SPACE, PROVIDE RECESSED WATER AND WASTE4. AT 2ND FLOOR, PROVIDE OPT. "SMITTY" PAN UNDER WASHER WITH DRAIN TOOUTSIDE5. FLIP WASHER/DRYER ON REVERSE PLANS - WASHER TO ALWAYS BE ON THE LEFTDRYER VENT TO OUTSIDE AIRGLAZING & WINDOW NOTES1. ALL GLAZING SHALL COMPLY WITH IRC SECTION R3082. ALL GLAZING SHALL BE IN COMPLIANCE WITH WASHINGTON STATE ENERGYCODE SEC R303.1.3.3. WINDOW CALLOUTS ARE AS FOLLOWS:SGD = SLIDER SH = SINGLE HUNG DH = DOUBLE HUNGFX = FIXED GLASS CA = CASEMENT 1. WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH IRCSECTION R308.4.2. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW ISLOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACEBELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AMINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICHTHE WINDOW IS LOCATEDTBATH AND SHOWER SPACESBATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLEDSHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH ANONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OFNOT LESS THAN 6 FEET ABOVE THE FLOOR. (IRC SEC R307.2)DVFIRST FLOOR PLAN "B"1/4" = 1'-0"8'-0" 8'-0"ALL EXTERIOR DOORS AND WINDOWS TO HAVE HEADER HEIGHT AS LISTED BELOWU.N.O.: (SEE ELEVATIONS)HEADER HEIGHTSFIRST FLOOR:SECOND FLOOR8'-0"BASEMENT FLOOR:2x4 STUD WALLWALL LEGEND2x6 STUD WALL(2) 2x4 STUD WALL2x8 STUD WALLOPT.PR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 SQUARE FOOTAGEPLAN 06LC "B" BASEMENT FLOOR AREA1042SQ. FT. FIRST FLOOR AREA1481SQ. FT. SECOND FLOOR AREA1801SQ. FT. TOTAL AREA4323SQ. FT. GARAGE AREA (2-BAY)456SQ. FT. GARAGE AREA (1-BAY)187SQ. FT. PORCH AREA102SQ. FT. COVERED DECK AREA160SQ. FT. UNCOVERED DECK AREA126SQ. FT. PATIO AREA286SQ. FT.M. BATH9'-0" CLG.H.S.MASTERBEDROOM9'-0" CLG.CARPETW.I.C.9'-0" CLG.CARPETLAUN.9'-0" CLG.H.S.BDRM. 29'-0" CLG.CARPETLOFT9'-0" CLG.CARPETBELOWOPEN TOBELOWOPEN TOHALL BA.9'-0" CLG.H.S.BDRM. 39'-0" CLG.CARPETBA. 39'-0" CLG.H.S.BDRM. 49'-0" CLG.CARPET54'-0"7'-6"17'-4"16'-3"2'-112"8'-8"8'-8"4'-712"7'-0"4'-712"4'-4"61'-0"22'-0"29'-634"2'-6"3'-7"14'-012"2'-8"5'-312"5'-312"1'-912"1'-912"1'-1112"3'-3"3'-3"2'-4"11"4'-1012"2'-914"4'-1134"1'-1112"10'-912"18'-914"52'-334"1'-814"54'-0"11'-834"10'-1112"13'-11"6'-1112"8'-9"3'-914"7'-1112"5'-534"5'-534"10'-512"3'-512"3'-512"3'-6"3'-612"3'-3"1'-1112"61'-0"9'-634"15'-734"15'-0"10'-3"2'-6"3'-334"12'-334"2'-8"3'-712"1'-914"1'-6"3'-412"3'-0"3'-0"8'-312"1'-1112"4'-512"4'-0"5'-512"4'-712"8'-2"3'-5"13'-9"3'-812"5'-7"10'-11"3'-912"2'-212"4'-1112"14'-512"11'-212"7'-2"7'-6"11'-9"5'-7"16'-3"12'-11"3'-0"5'-312"3'-1112"2'-7"3'-6"3'-5"2'-8"11'-1"4'-912"7'-212"4'-1"14'-412"2'-6"8'-8"2'-112"12'-11"6'-1114"2'-0"8'-012"9'-012"3'-612"6'-014"1'-1112"9'-0"12'-334"4'-4"AA1-B4-0AA1-B4-0BA1-B4-0BA1-B4-02480 H.C.2680 H.C.CPTHST.B.T.P.R&SOPT.SINKSTANDARD SHELFOPT. UPPERCABS.24"x30" ATTICACCESSDVNOTE:INSULATEF.A.U.ENCLOSUREWALLS 95%EFFICIENTR&SR&SR&SR&S2480 H.C.T.P.T.B.60"x32" TUBPER SPECS -OPT. 60"x34"SHOWER PERSPECS.2680 H.C.2880 H.C.CPTHSCPT HSCPT HS2480 H.C.2480 H.C.2880 H.C.2868 H.C.36" GUARDRAIL66"x36" FREESTANDING TUB -PER SPECSDN.17R.TP42650 FG(TEMP)TB2650 FG(TEMP)2650 FG(TEMP)2650 FG(TEMP)2650 FG(TEMP)2056 FG4040 SL2056 FG6056 SL3056 FG6050 FG3050 CSMT.60"x34"SHOWERPER SPECS.E8056 XOX6050 FG8056 XOXE10'-212"2056 FG2056 FG3056 FGE6056 SL2'-912"2'-6"5014 FG3'-1"3056 FG2056 FG(TEMP.)3056 FG3056 FG3056 FG(TEMP)3056 FG3056 FG6050 FG3'-912"3'-10"3056 FG3056 FGTBCPT HSCPT HS3080 H.C.BARN DOOR10'-11"8"R&S5080 BI-PASS5080 BI-PASS2680 H.C.3'-6"3'-5"4'-2"3'-912"5080 BI-PASS2x10 WALLPRE-FABNICHECA1-B4-0PARTIALPRE-FABNICHE2'-0"6'-734"OPT.2480 H.C.SHOWER SEAT60"x34" SHOWERPER SPECS.1'-1112"11'-412"EPRE-FABNICHE1. PROVIDE COMBUSTION AIR PER MANUFACTURERS RECOMMENDATIONS2. INSTALL TEMPERATURE & PRESSURE RELIEF VALVESOFFIT SYMBOLSFLAT SOFFIT W/ TOP @ 8'-2 12" A.F.F. @ 9'-0" PL. NOTE: SOFFITS ATOPTIONAL 8'-0" DOOR ARE AT 8'-6".WATER HEATER NOTELAUNDRY ROOM NOTES1. GLAZING SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH IRC SECTION R308.32. GLAZED PANELS REQUIRING SAFETY GLAZING SHALL BE IDENTIFIED WITH THEWORD 'TEMPERED' OR 'TEMP' OR1. NOTE: EXTERIOR WINDOWS LABELED W/ AN SYMBOL (EACH SLEEPING ROOMSHALL HAVE AT LEAST ONE) SHALL BE DESIGNATED FOR EMERGENCY EGRESS &RESCUE.2. ESCAPE & RESCUE WINDOWS SHALL HAVE A MIN. NET CLEAR OPENABLE AREA OF5.7 SQ. FT. THE MIN. NET CLEAR OPENING SHALL BE NOT LESS THAN 24 INCHESHIGH AND 20 INCHES WIDE. WHEN WINDOWS ARE PROVIDED AS A MEANS OFESCAPE OR RESCUE, THEY SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOTGREATER THAN 44 INCHES MEASURED FROM THE FLOOR. THESE WINDOWS3. ANY BARS, GRILLS GRATES OR OTHER SIMILAR DEVICES SHALL BE OPERATIONALFROM THE INSIDE OF ROOM WITHOUT THE USE OF KEYS OR TOOLS.E1. UNLESS OTHERWISE PERMITTED OR REQUIRED BY THE DRYER MANUFACTURER'SINSTRUCTIONS AND APPROVED BY THE AUTHORITY HAVING JURISDICTION,DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL NOT EXCEED A TOTALCOMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FEET, INCLUDING TWO 90DEGREE ELBOWS. A LENGTH OF 2 FEET SHALL BE DEDUCTED FOR EACH 90 DEGREEELBOW IN EXCESS OF TWO2. PROVIDE 100 SQUARE INCHES OF MAKE-UP AIR TO ALL LAUNDRY ROOMS3. WASHER SPACE, PROVIDE RECESSED WATER AND WASTE4. AT 2ND FLOOR, PROVIDE OPT. "SMITTY" PAN UNDER WASHER WITH DRAIN TOOUTSIDE5. FLIP WASHER/DRYER ON REVERSE PLANS - WASHER TO ALWAYS BE ON THE LEFTDRYER VENT TO OUTSIDE AIRGLAZING & WINDOW NOTES1. ALL GLAZING SHALL COMPLY WITH IRC SECTION R3082. ALL GLAZING SHALL BE IN COMPLIANCE WITH WASHINGTON STATE ENERGYCODE SEC R303.1.3.3. WINDOW CALLOUTS ARE AS FOLLOWS:SGD = SLIDER SH = SINGLE HUNG DH = DOUBLE HUNGFX = FIXED GLASS CA = CASEMENT 1. WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH IRCSECTION R308.4.2. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW ISLOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACEBELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AMINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICHTHE WINDOW IS LOCATEDTBATH AND SHOWER SPACESBATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLEDSHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH ANONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OFNOT LESS THAN 6 FEET ABOVE THE FLOOR. (IRC SEC R307.2)DVSECOND FLOOR PLAN "B"1/4" = 1'-0"8'-0" 8'-0"ALL EXTERIOR DOORS AND WINDOWS TO HAVE HEADER HEIGHT AS LISTED BELOWU.N.O.: (SEE ELEVATIONS)HEADER HEIGHTSFIRST FLOOR:SECOND FLOOR8'-0"BASEMENT FLOOR:2x4 STUD WALLWALL LEGEND2x6 STUD WALL(2) 2x4 STUD WALL2x8 STUD WALLPR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 GRADEF.F.T.O.P.VALETFLOOR FRAMING SYSTEM - REFER TO STRUCTURALKITCHENFOUNDATION SYSTEM - REFER TO FOUNDATION PLANGYMF.F.T.O.P.9'-118"9'-118"1'-058"F.F.T.O.P.9'-118"1'-334"BATH 2GREAT ROOMSTUDYDDDDDDDDLOFTM. BATH4'-0"4'-0"R-49 INSULATIONR-21 INSULATIONR-21 INSULATIONR-30 INSULATIONPROVIDE R-10 RIGIDINSULATION UNDERSLAB. CONTINUE TOTOP OF SLAB PEROPTION 1A TABLE 406.2TRUSS HEEL9"±FOUNDATION SYSTEM - REFER TO FOUNDATION PLANGRADEF.F.T.O.P.FLOOR FRAMING SYSTEM - REFER TO STRUCTURALSTUDYT.O.P.PATIOF.F.T.O.P.RECLOFT9'-118"9'-118"9'-118"STAIR WELL14R-21 INSULATIONR-21 INSULATION2" CONTINUOUSRIGID FOAMINSULATIONR-49 INSULATION4'-0"4'-0"TRUSS HEEL9"±PROVIDE R-10 RIGIDINSULATION UNDERSLAB. CONTINUE TOTOP OF SLAB PEROPTION 1A TABLE 406.2GRADEF.F.T.O.P.F.F.T.O.P.9'-118"9'-118"1'-058"F.F.T.O.P.9'-118"1'-334"PORCH SLABSTAIR WELLR-21 INSULATIONR-21 INSULATION2" CONTINUOUSRIGID FOAMINSULATION2x4 FLAT FRAME2x6 WALL2x4 WALLSILL SEALANTRIM INSULATIONPRESSURE TREATEDMUD SILLCONCRETE FOUNDATION WALLDAMP PROOFING4" CONCRETE SLABSLAB BASE (2" SAND)*MOISTURE BARRIERCOMPACTED EARTH*GOOD PRACTICE: REQUIRED ONLY IN HIGHER RISK RADON COUNTIESHEATED BASEMENT4" GRAVEL BASE* 3/8"-3/4" SCREENEDWITH FINES REMOVEDR-VALUE BASED ON COMPLIANCE PATHSILL SEAL ANDCAPILLARY BREAK("GOOD PRACTICE")PROVIDE 1/2" MINIMUM CLEARANCE BETWEEN TOP PLATE OF INTERIOR PARTITIONSAND BOTTOM CHORD OF TRUSSES (TO INSURE LOADING WILL BE AS DESIGNED)A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURREDSPACES AT THE CEILING AND FLOOR LEVELS, AND AT 10'-0" INTERVALS ALONGTHE LENGTH OF THE WALL.B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERT. AND HORIZONTALSPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS.C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOMOF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRSIF THE WALLS UNDER THE STAIR ARE UNFINISHED.D. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES ANDSIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING ANDFLOOR LEVELS WITH NONCOMBUSTIBLE MATERIALS.SECTION NOTESTHE MAXIMUM RISER HEIGHT SHALL BE 7 3/4" AND THE MINIMUM TREAD DEPTH SHALLBE 10". THE RISER HEIGHT IS TO BE MEASURED VERTICALLY BETWEEN LEADING EDGESOF THE ADJACENT TREADS. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLYBETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF THE ADJACENTTREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE.STAIR TREADS AND RISERSPROVIDE A MINIMUM OF 1/2" GYPSUM BOARD AT ENCLOSED SIDE OFACCESSIBLE SPACE UNDER STAIRS PER IRC SECTION R302.7DUCTS IN THE GARAGE PENETRATING THE WALLS OR CEILINGS SEPARATING THEDWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF MINIMUM NO. 26GAUGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NOOPENINGS INTO THE GARAGE PER IRC SECTION R302.5SEPARATIONMATERIALFROM THE RESIDENCE AND ATTICS NOT LESS THAN 12" GYP BOARD OREQUAL ON THE GARAGE SIDEFROM ALL HABITABLE ROOMS ABOVETHE GARAGE OR CARPORTNOT LESS THAN 58" TYPE X GYP BOARDOR EQUIVALENTSTRUCTURES SUPPORTING FLOOR / CEILINGASSEMBLIES USED FOR SEPARATIONREQUIRED BY THIS SECTIONNOT LESS THAN 12" GYP BOARD OREQUIVALENTWALLS (2X4) :WALLS (2X6) :FLOOR (O/ GARAGE) :FLOOR (EXT.) :ROOF (TRUSS) :ROOF (RAFTER) :SLAB (PERIMETER) :HEADERS:WSEC INSULATION VALUESR-15R-21R-30R-30R-49R-38R-10R-101BUILDING SECTION "A"1/4" = 1'-0"BUILDING SECTION "B"1/4" = 1'-0"PARTIALBUILDING SECTION "C"1/4" = 1'-0"111111111111111TYPICAL WALL SECTION1/2" = 1'-0"1PR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 Provide R-21 -typ.-R-10 UNDER ENTIRESLAB PER ENERGY CODEOPTION 1a. CONTINUETO TOP OF SLAB.Provide R-21PROVIDE R-10 INSULATIONIN ALL HEADERSR-38XXXR-10 UNDER ENTIRESLAB PER ENERGY CODEOPTION 1a. CONTINUETO TOP OF SLAB.xxxR-21APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 9'-118"9'-118"8'-6" HDR. HGT.6'-6" HDR. HGT. TYP.9"±F.F. T.O.P. T.O.P. TRUSS HEEL 24'-412"±RIDGE 5'-0"4'-6"TRUSS HEEL 6 D1 STONE VENEER 4x4 WOOD TRIM 4x6 WOOD TRIM METAL TRIM 2x4 CORNER BOARD-TYP. TRIM PANEL CAST TRIM 2x2 WOOD TRIM HORIZONTAL SIDING 4" REVEAL 1x2 CORNER BOARD TRIM 4x4 WOOD TRIM HORIZONTAL SIDING 8" REVEAL COMP ROOF 1x4 WOOD TRIM BOX GUTTER PAINTED TRIM COLOR8'-6" HDR. HGT.8'-0" HDR. HGT.DS TO "HEADER GUTTER" ABOVE GARAGE DOOR BOX GUTTER PAINTED TRIM COLOR, DRAIN TO FLAT ROOF OF GARAGE METAL TRIM HORIZONTAL SIDING 8" REVEAL STONE VENEER1'-0"2 D3 1 D6 6 D6 12 D6 11 D6 SIM. 16 D6 WINDOW AREA TABULATIONS AREA OF TOTAL FACADE 1056 S.F. AREA OF WINDOWS 327 S.F. WINDOW PERCENTAGE 31% *INCLUDES GLASS GARAGE DOOR 9'-118"9'-118"1'-6"F.F. F.F. T.O.P. T.O.P. TRUSS HEEL 8'-0" HDR. HGT. TYP.8'-0" HDR. HGT. TYP.9'-118"T.O.S. T.O.P.8'-0" HDR. HGT. TYP.9"±TRUSS HEEL 14 D1 2x4 CORNER BOARD-TYP. HORIZONTAL SIDING 8" REVEAL 1x4 WOOD TRIM 2x8 WOOD TRIM 2x8 WOOD TRIM GLASS PANEL RAILING 1 D6 6 D6 11 D6 WINDOW AREA TABULATIONS AREA OF TOTAL FACADE 1602 S.F. AREA OF WINDOWS 586 S.F. WINDOW PERCENTAGE 37% RIDGE 4:12 4:12 R. 4:12 2.5:122.5:122.5:12 PITCH B R E A K 1/4" SLOPE SLOPE 2%SLOPE 2%2.5:122.5:124:12 4:12 VALL E Y V A L L E Y VALL E Y ROOF JACKS AREA 1 AREA 2 12 D1 CRICKET DS TO FLAT ROOF BELOW DS AT FLAT ROOF BELOW1'-0"EAVE1'-0" RAKE 1'-5"1'-0"1'-0"1'-0"1'-5"1'-0"1'-0"1'-0"1'-5"1'-0"1'-5"1'-0"CRICKET CRICKET CRICKET Ø Ø ©1.THE CONTRACTOR RESPONSIBLE FOR FABRICATION & INSTALLATION OF GUTTERS & DOWNSPOUTS SHALL SUBMIT SHOP DRAWINGS CONSISTING OF ROOF PLANS, ELEVATIONS & DETAILS OUTLINING THE ENTIRE GUTTER & DOWNSPOUT SYSTEM TO THE BUILDER/CONTRACTOR FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 2.DOWNSPOUTS SHALL BE TIED INTO AREA DRAINS, SEE PRECISE GRADING PLAN. 3.ALL DOWNSPOUTS SHALL BE HIDDEN TO THE BEST EXTENT POSSIBLE. 4.THE TRUSS MANUFACTURER SHALL ALLOW FOR SERVICE ACCESS TO THE ATTIC MOUNTED FORCED AIR UNITS, (WHERE APPLICABLE) 5.THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: 1.IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING 2.AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE OR THE HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. R806.2 2012 INTERNATIONAL RESIDENTIAL CODE ROOF PLAN NOTES 1.SEE SHEET A1 FOR ALL GENERAL NOTES AND REQUIREMENTS. 2.SEE SHEET A1 FOR TYPICAL BUILDING MATERIALS. 3.PROVIDE DOUBLE UNDERLAYMENT FOR ROOF PITCH FROM 2:12 UP TO (BUT NOT INCLUDING) 4:12. 4.TRUSS DESIGN BY MANUFACTURER. TRUSS PLAN AND FLOOR FRAMING DESIGN BY MANUFACTURER. FRAMING PLANS SHOWN ARE FOR GENERAL LAYOUT ONLY (SEE SHEET A1: SUMMARY 7) - TRUSS LOADING (SEE SHEET A1: SUMMARY 3-2) - TRUSS SPAN PER FLOOR FRAMING PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5.ROOF FRAMING SPACING, 24" O.C. U.O.N. 6.ROOF PITCH - EXTERIOR PER ELEVATION - INTERIOR PER SECTION. 7.ALL EXTERIOR WALLS ARE P1-6 TYPICAL U.O.N. 8.ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9.SEE 'S' SHEETS FOR SHEARWALL SCHEDULE, NOTES AND LATERAL DETAILS. 10.PLANS TO GOVERN FURNACE LOCATION. GENERAL FRAMING NOTES EAST ELEVATION "B" 1/4" = 1/-0"CONTEMPORARY WEST ELEVATION "B" 1/4" = 1/-0"CONTEMPORARY ROOF PLAN "B" 1/8" = 1/-0" PR16000315 B19006362_ V2 REVISION Received: 03/06/2019 / lwalker BUILDING DIVISION REVIEWED By: Alan Findlay, P.E. Date: 03/07/2019 APPROVED BUILDING DIVISION THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALL TIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BE OCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTON BUILDING DIVISION AND RECEIPT OF CERTIFICATE OF OCCUPANCY. APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TO VIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES, OR OTHER REGULATIONS ENFORCED BY THIS CITY. DATE: 04/19/2019 9'-118"9'-118"4'-6"F.F. T.O.P. T.O.P.8'-6" HDR. HGT.8'-0" HDR. HGT. TYP.T.O.C. T.O.P.9'-118"1'-6"TRUSS HEEL 2x2 WOOD TRIM HORIZONTAL SIDING 4" REVEAL BOX GUTTER METAL TRIM 2x6 WOOD TRIM HORIZONTAL SIDING 8" REVEAL STONE VENEER 2'-10" TRIM PANEL 2x8 WOOD TRIM 2x4 CORNER BOARD-TYP. 1x4 WOOD TRIM 13 D1 8'-0" HDR. HGT. TYP.8"x8" POST GLASS PANEL RAILING 1 D6 6 D6 11 D6 16 D6 4 D1 1 D1 DOWNSPOUT WINDOW AREA TABULATIONS AREA OF TOTAL FACADE 1226 S.F. AREA OF WINDOWS 211 S.F. WINDOW PERCENTAGE 17% *INCLUDES GLASS GARAGE DOOR AVERAGE GRADE ELEVATION AT EXTERIOR WALL: NORTH: (109 + 119.5)/2 = 114.25 WEST: (109 + 108)/2 = 108.5 SOUTH: (108 + 121)/2 = 114.5 EAST: (121 + 119.5)/2 = 120.25 457.5/4 = 114.375' FFE: 119.85' 24' UPPER FLOOR PLATE HEIGHT 29'-11.75" : ELEV: 144.354'24'-0"6'-0"MAX HEIGHT 30': 144.375' AVE. GRADE: 114.375'29'-1134"T.O.C. T.O.P. T.O.P. T.O.P. F.F. TRUSS HEEL 9'-118"9'-118"8'-0" HDR. HGT. TYP.9'-118"8'-0" HDR. HGT. TYP.6"METAL TRIM 2x2 WOOD TRIM HORIZONTAL SIDING 8" REVEAL CAST TRIM STONE VENEER 1x4 WOOD TRIM 13 D1 2x2 WOOD TRIM HORIZONTAL SIDING 4" REVEAL 8'-0" HDR. HGT. TYP.8'-6" HDR. HGT.10'-9" 8'-10"2x8 WOOD TRIM1'-0"8"x8" POST GLASS PANEL RAILING 1 D6 6 D6 11 D6 4 D1 1 D1 12 D6 WINDOW AREA TABULATIONS AREA OF TOTAL FACADE 1346 S.F. AREA OF WINDOWS 352 S.F. WINDOW PERCENTAGE 26% FFE: 119.85' 24' UPPER FLOOR PLATE HEIGHT 29'-11.75" : ELEV: 144.354'24'-0"6'-0"MAX HEIGHT 30': 144.375' AVERAGE GRADE ELEVATION AT EXTERIOR WALL: NORTH: (109 + 119.5)/2 = 114.25 WEST: (109 + 108)/2 = 108.5 SOUTH: (108 + 121)/2 = 114.5 EAST: (121 + 119.5)/2 = 120.25 457.5/4 = 114.375' AVE. GRADE: 114.375'29'-1134"©SOUTH ELEVATION "B" 1/4" = 1/-0"CONTEMPORARY NORTH ELEVATION "B" 1/4" = 1/-0"CONTEMPORARY PR16000315 B19006362_ V2 REVISION Received: 03/06/2019 / lwalker BUILDING DIVISION REVIEWED By: Alan Findlay, P.E. Date: 03/07/2019 APPROVED BUILDING DIVISION THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALL TIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BE OCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTON BUILDING DIVISION AND RECEIPT OF CERTIFICATE OF OCCUPANCY. APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TO VIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES, OR OTHER REGULATIONS ENFORCED BY THIS CITY. DATE: 04/19/2019 REC. ROOMBA. 2PATIOUNVENTEDCRAWL SPACEGYM.HALLS3TO SWITCHABOVE3GFCIAT OPT.CABINETSBELOW ATOPT. REFRIG.GFCIWPOC5'-5"8'-612"5'-5"8'-612"3'-0"5'-212"3'-0"5'-212"220v FUSEDDISCONNECTAT OPT. ACGFCIWPCM33TV +60"TV+60"3'-0"9'-9"3'-0"3'-0"6'-314"6'-314"3'-0"3PROVIDECONNECTIONSFOR HVAC UNITGFCIAT OPT.CABINETSBASEMENT FLOOR UTILITY PLAN "B"1/4" = 1'-0"UTILITY SYMBOLSUTILITY NOTES PLUMBING NOTES≤PR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 ELECTRICAL PER FIELDINSPECTORAPPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 FOYER2-BAYGARAGEGREAT ROOMDININGBA. 1KITCHENPORCHCOVEREDDECKPAN.VALETSTUDYGUESTBDRM.1-BAYGARAGEHBS.O.V.GFCIWPPH.B.OPT.TVTO LIGHTSANDSWITCHABOVETO LIGHTSANDSWITCHBELOWTO LIGHTSABOVETO LIGHTSABOVE33SCMSTVGFCIWPOC3GFCIWPUSBGFCI220vCW220v+80" FORVENTFG33GFCIBELOW FORD.W. ANDDISPOSAL3CHANDELIER℄℄3GFCI+48"℄AT CEILING FORGARAGE DOOROPENERPGFCISINGLE 110v OR DUPLEXGFCI OUTLET FORAUTOMATIC SPRINKLERCONTROLLERGFCI+48"GFCI+48"P3℄AT CEILING FORGARAGE DOOROPENERGFCIGFCI4'-9"5'-0"5'-0"4'-0"4'-8"4'-8"333GFCI3+60"USBBNAFGTGFCIUSB3333GFCIGFCIGFCIGFCIGFCIGFCI AT OPT.CABINETSGFCI AT OPT.CABINETSGFCI AT OPT.CABINETSBELOW AT OPT.FIRST FLOOR UTILITY PLAN "B"1/4" = 1'-0"UTILITY SYMBOLSUTILITY NOTES PLUMBING NOTES≤PR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 ELECTRICAL PER FIELDINSPECTORAPPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 M. BATHMASTERBEDROOMW.I.C.LAUN.BDRM. 2LOFTHALL BA.BDRM. 3BA. 3BDRM. 4OPT.GAS220v+54"SUSBUSBNTVGFCIGFCIWPWPOCGFCI75 CFM WHOLEHOUSE FANFGSTVTVWPGFCIGFCIOCTVTO SWITCHBELOWNTV333 TO SWITCHBELOW3TO SWITCHBELOWSSTIMERIN ATTICSCMSCM333'-0"10'-5"3'-0"3'-0"8'-0"3'-0"3'-0"10'-3"5'-912"7'-2"2'-6"3'-0"7'-11"GFCIOCWP2'-6"8'-7"2'-6"2'-6"6'-612"2'-6"2'-6"5'-6"2'-6"2'-6"8'-0"2'-6"2'-6"5'-712"2'-6"2'-6"5'-912"2'-6"SECOND FLOOR UTILITY PLAN "B"1/4" = 1'-0"UTILITY SYMBOLSUTILITY NOTES PLUMBING NOTES≤PR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 ELECTRICAL PER FIELDINSPECTORAPPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 123456789101812131415171116203/4"=1'-0"FOUNDATION DETAIL3/4"=1'-0"PER PLANEQ.PER PLANEQ.TREATED MUDSILLFRAMING/FOUNDATION CONNECTION3/4"=1'-0"RETRO-FIT HOLDOWN ANCHOR3/4"=1'-0"FRAMING/FOUNDATION DETAIL3/4"=1'-0"(REFERENCE 2/S1)SLAB @ STEM WALL3/4"=1'-0"EXT. DOOR THRESHOLD DETAIL3/4"=1'-0"CRIPPLE WALL @ FOUNDATION3/4"=1'-0"(REFERENCE 2/S1)CANTILEVER FRM'G AT FOUNDATION3/4"=1'-0"(REFERENCE 2/S1)HOLDOWN @ CRIPPLE WALL3/4"=1'-0" (REFERENCE 2/S1)RETROFIT HOLDOWN ANCHOR AT RIM3/4"=1'-0"NON-STRUCTURALVALLEY DETAIL3/4"=1'-0"WINDOW STRAP DETAIL3/8"=1'-0"CHANGE IN ROOF ELEVATION3/4"=1'-0"MONO TRUSS TO GIRDER TRUSSCOMMON TRUSS TO GIRDER TRUSS3/4"=1'-0"NON−STRUCTURALSTAIR SECTION DETAIL3/4"=1’−0"SHEAR WALL PANEL @ ABUTTING EDGESN.T.S.NON-STRUCTURALCRAWL SPACE VENT IN I-JOIST RIM3/4"=1'-0"193.5 TO 1 LATERAL PANELN.T.S.LATERAL PANEL w/ SIMP. HDQ8 N.T.S.ALLD1PR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 BOOKSHELF (PLAN)1/2"=1'-0"13A13B8CORNER FIREPLACE1/2"=1'-0"12PRESSURE TREATED* ALL FRAMINGLEDGER2X8 DECK4X10 D.F. #22'-0"2'-0"MAXDBL @ GUARDRAIL POSTJOISTS @ 16" o.c.2'-0"2X6 FLAT W/ (2) 16dTO BOTTOM OF DECK JOISTS8'x10'/10'x15' DECK PLAN1/4"=1'-0"MATERIALS SHALL BE* ALL NAILS SHALLBE GALVANIZED(10'X15' DECK)(10'X15' DECK)TO BOTTOM OF DECK JOISTS2X6 FLAT W/ (2) 16d2'-0"JOISTS @ 16" OC, U.N.O.MAX2'-0"2'-0"4X10 D.F. #22X8 DECK2 X 8 D.F. #2 P.T.LEDGER PERDETAIL 3/D2LEDGER2X6 FLA T W / (2) 16dTO BO TTO M O F D EC K JO ISTS2'-1012"2'-1012"6'-0"8'-0"(4) 12d TOENAIL EA END2X8 BLOCKING, TYP.4X4 BLOCKINGCENTER GUARDRAILDBL @ GUARDRAIL POSTCENTER GUARDRAIL4X4 BLOCKING, TYP.5'-412"5'-412"2 X 8 D.F. #2 P.T.LEDGER PER DETAIL 3/D2128'x10'/10'x15' DECK SECTION1/4"=1'-0"MAXDECK LEDGERN.T.S3H6'-0" MAX4a4a8'x10'/10'x15' DECK ELEVATION1/4"=1'-0"44a16DECK GUARDRAIL POSTN.T.S2X8 DECK JOISTPER PLAN4X8 BLOCKINGBEHIND POSTW/ (2) 1/2" DIA. X4"LAG SCREWS EA. END@ 5-3/4" OC2X8 RIM4X4 PT POST W/(2) 1/2" DIA THRU BOLTSCOUNTERSUNK4X4 PT POST W/(2) 1/2" DIA THRU BOLTSCOUNTERSUNK2X8 RIM4X8 BLOCKINGBEHIND POST*BRACING NEEDED ONLYWHEN BOTTOM OF BEAMIS MORE THAN 2'-6"ABOVE GRADE2'-0"MIN15/4" X 4 CEDAR W/(4) 6d TO POST & BEAM(EACH SIDE)4X6 BRACE @ 4X BEAM4X10 PER PLAN1MINTYPTYP38" DIA X 3" LAG SCREWS, TYP8'x10'/10'x15' DECK BRACING1/2"=1'-0"38" DIA X 3" LAG SCREWS, OR38" THRU BOLT CTRSNK1415STRAIGHT WALL FIREPLACE1/2"=1'-0"52X6 SOFFIT (W/ 2X4 LADDER FRAMING @ 48" OC)COFFERED CEILING DETAIL 8' & 9' PLATE3/4" = 1'-0"FLOOR/ROOF TRUSSES PER PLANNON-STRUCTURALFlat Open Rail Detail3/4"=1'-0"NON-STRUCTURALHalf Wall Detail3/4"=1'-0"NON-STRUCTURALOpen Rail Detail3/4"=1'-0"14FIREPLACE DETAIL - 24" PROJECTION3/4"=1'-0"FLUSH CURB RAILING1 1/2"=1'-0"67BUILT-IN OPEN MDF SHELVES1/2"=1'-0"ALLD2PR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 6' Soaker&P-7P-7P-7San JuanSoaker/3' ShowerDarseyShower/Linen5/4x121 1/2" OUT < < < < < < COLUMN 133/8"=1'-0"COLUMN 103/8"=1'-0"COLUMN 113/8"=1'-0"COLUMN 123/8"=1'-0"WINDOW TRELLIS191/2"=1'-0"COLUMN 153/8"=1'-0"PORCH GABLE ROOF201/2"=1'-0"PORCH SHED ROOF211/2"=1'-0"COLUMN173/8"=1'-0"COLUMN 163/8"=1'-0"PORCH RAILING181/2" = 1'-0"COLUMN 143/8"=1'-0"BRICK SECT.53/4"=1'-0"COLUMN 93/8"=1'-0"STONE WAINSCOT ELEV.21/4"=1'-0"STONE SECT.43/4"=1'-0"BRICK WAINSCOT ELEV.31/4"=1'-0"KNEE BRACE 71/2"=1'-0"FLOWER BOX 61/2"=1'-0"MASTER BATH OPTIONS 11/4"=1'-0"(PER SPEC)SLABPORCH SLABELEV.VINYL CORNER TYP.SIDING PER COMMUNITYMASONRY(EXCEPTION: 4 FT AT SLOPE TO DRAIN2x3 LAID FLATWAINSCOT TO EXTENDREDMOND RIDGE)PT'D 2x6 TRIMWAINSCOT2 FEET AROUND CORNERNWLANDG, SNOQ RIDGE,3" FLASHING BEYONDPORCH (PT'D 2X4 CORNERW/ WOOD OPT.)SLABELEV.PORCH SLAB(PER SPEC)PORCH SIDING PER COMMUNITY3" FLASHING BEYONDNWLANDG, SNOQ RIDGE,2 FEET AROUND CORNER(EXCEPTION: 4 FT AT WAINSCOT TO EXTENDROWLOCK SILLREDMOND RIDGE)ROWLOCK WAINSCOTCOURSEBRICKVINYL CORNER TYP.(PT'D 2X4 CORNERW/ WOOD OPT.)POT SHELF6.51/2"=1'-0"TRAD. F. BOX7.51/2"=1'-0" COLUMN 83/8"=1'-0"8.18.5ALLD3PR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 1EXT. DOOR THRESHOLD @ STEP PERPENDICULAR3/4"=1'-0"5EXT. WALL @ RAISED PATIO PERPENDICULAR3/4"=1'-0"6EXT. WALL @ RAISED PATIO PARALLEL3/4"=1'-0"7EXT. DOOR THRESHOLD @ RAISED PATIO PARALLEL3/4"=1'-0"8EXT. WALL @ FLUSH DECK W/ PERPENDICULAR FLOOR JOIST3/4"=1'-0"9EXT. WALL @ FLUSH DECK W/PARALLEL FLOOR JOIST3/4"=1'-0"3EXT. WALL @ GRADE PATIO PERPENDICULAR3/4"=1'-0"4EXT. WALL @ GRADE PATIO PARALLEL3/4"=1'-0"2EXT. DOOR THRESHOLD @ STEP PARALLEL3/4"=1'-0"ALLD4PR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 NOT USEDSLOPETO DRAIN16NOT USEDNOT USEDNOT USEDNOT USEDALLD611111111PR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 CRITERIA:1.1All Materials, workmanship, design, and construction shall conform to the drawings, specifications, and the International Building Code (IBC),2015 Edition.1.2Design Loading CriteriaThe Design Loading of the Structure is as follows:See Drawings for Additional Loading Criteria1.3Structural Drawings shall be used in conjunction with all other project documents for bidding and construction. Contractor shall verifydimensions and conditions for compatibility and shall notify architect of all discrepancies prior to construction.1.4Contractor shall provide Temporary Bracing for the structure and structural components until all final connections have been completed inaccordance with the drawings.1.5Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform thework.1.6Contractor-initiated changes shall be submitted in writing to the architect and structural engineer for approval prior to fabrication orconstruction. Changes shown on shop drawings only will not satisfy this requirement.1.7Drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar character todetails shown, similar details of construction shall be used, subject to review and approval by the architect and the structural engineer.1.8All structural systems composed of components to be field erected shall be supervised by the supplier during manufacturing, delivery,handling, storage and erection in accordance with instructions prepared by the supplier.1.9Special Inspection in accordance with IBC Section 1704 for soil preparation (per Geotechnical Report) and for installation of concreteexpansion anchors, concrete adhesive anchors and concrete screw anchors. Standard framing inspections apply elsewhere.Structural Observation is not required.GEOTECHNICAL:2.1Allowable Soil Pressure, Lateral Earth Pressure, and Soil Profile Type are assumed and therefore must be verified. If soils are found to beother than assumed, notify the Structural Engineer for possible foundation redesign. Footings shall bear on firm, undisturbed earth at least18" below adjacent finished grade. Unless otherwise noted, footings shall be centered below columns or walls above. Backfill behind allretaining walls with free draining, granular fill and provide for subsurface drainage.CONCRETE:3.1Concrete shall be mixed, proportioned, conveyed and placed in accordance with IBC Chapter 19 and ACI 318-14. Mix shall be proportionedto produce a slump of 5" or less. Based on IBC Section 1904.1, concrete strength shall be as follows:Strength tests are not required provided specified concrete strength requirements are verified with concrete mix tickets. All concrete withsurfaces exposed to standing water shall be air-entrained with an air-content conforming to ACI 318-14 Table 4.2.1.3.2Reinforcing Steel shall conform to ASTM A615-12 and the following:Welded Wire Fabric shall conform to ASTM A1064-15.3.3Reinforcing Steel shall be detailed (including hooks and bends) in accordance with ACI 318-14. Lap all continuous reinforcement (#5 andsmaller) 40 bar diameters or 2'-0" minimum. Provide corner bars at all wall and footing intersections. Lap corner bars (#5 and smaller) 40 bardiameters or 2'-0" minimum. Laps of larger bars shall be made in accordance with ACI 318-14, Class B. Lap adjacent mats of welded wirefabric a minimum of 8" at sides and ends.No bars partially embedded in hardened concrete shall be field bent unless otherwise noted on the drawings or approved by the structuralengineer.3.4Concrete Protection (cover) for Reinforcing Steel shall be as follows:Wind Design Data(AWC WFCM-2015)Ultimate Design Wind Speed (3-sec gust), VultNominal Wind Speed, Vasd110-mph85-mphRisk CatagoryIIWind ExposureDInternal Pressure CoefficientN/AExterior Components and Cladding25-psfTopographical Factor, Kzt1.00Seismic Design Data(ASCE 7-10, Section 12.8; Equivalent Lateral Force Procedure)Risk CatagoryIISeismic Importance Factor, Ie1.0Mapped Spect. Accel., Short Period, SSMapped Spect. Accel., 1-Sec, S11.446 (use 1.500)0.549Site ClassDSpectral Response Coeff., Short Period, SDSSpectral Response Coeff., 1-Sec, SD11.0000.549Seismic Design CatagoryDBasic Seismic-Force-Resistance SystemPly. Shear WallsDesign Base Shear, V0.154 x WeightSeismic Response Coefficient, Cs0.154Response Modification Factor, R6.5Snow Loads(ASCE 7-10, Chapter 7)Ground Snow Load, Pg25-psfFlat Roof Snow Load, Pf = 0.7CeCtIsPg* Snow Exposure Factor, Ce* Snow Load Importance Factor, Is* Thermal Factor, Ct1.01.01.125-psfGENERAL STRUCTURAL NOTES:Geotechnical PropertiesEarth Solutions NW, LLCReport No. ES-4088, dated September 17, 2015Allowable Soil Bearing Pressure2500-psfSoil Site ClassDType or Location of Concrete Construction(Moderate Exposure)Min. 28-Day Compressive Strength, f'cInterior Slabs-on-Grade2500-psiFootings, Basement Walls, Foundation/Stem Walls3000-psiBar SizeSteel Grade#5 bar and largerGrade 60, fy = 60,000-psi#4 bar and smallerGrade 40, fy = 40,000-psiConditionClear CoverFootings and Unformed Surfaces cast against and permanently exposed to Earth3"Formed Surfaces exposed to Earth or Weather (#6 bars or larger)2"Formed Surfaces exposed to Earth or Weather (#5 bars or smaller)112"Slabs and Walls, interior face (#11 bars and smaller)34"Column Ties or Spirals and Beam Stirrups112"WOOD:6.1Framing Lumber shall be kiln dried or MC-19, and graded and marked in conformance with WCLB Standard Grading Rules for West CoastLumber No. 17. Unless otherwise noted, furnish to the following minimum standards:6.2Glued Laminated Members shall be fabricated in conformance with ASTM and AITC Standards. Each member shall bear an AITCIdentification Mark and shall be accompanied by an AITC certificate of conformance. Furnish to the following minimum standards:Camber all glulam beams to 3,500' radius, unless otherwise noted. Glued laminated members exposed to weather or moisture shall betreated with an approved preservative.6.3Engineered Wood shown on the drawings are based on product manufactured by Weyerhaeuser in accordance with ICC Report No. ESESR-1387. Each piece shall bear a stamp or stamps noting the name and plant number of the manufacturer, the grade, the ICC reportnumber, and the quality control agency. Furnish to the following minimum standards:Alternate manufacturers may be used subject to review and approval by the Architect and Structural Engineer. All hangers and otherhardware not shown shall be designed and supplied by the Joist Manufacturer.6.4Engineered Wood I-Joists shown on the drawings are based on joists manufactured by Weyerhaeuser in accordance with ICC Report No. ESESR-1153. Alternate Engineered Wood I-Joists manufacturers may be used subject to review and approval by the Architect and StructuralEngineer.6.5Prefabricated Connector Plate Wood Trusses shall be designed by the manufacturer in accordance with TPI 1-2007 for the spans andconditions shown on the drawings. Wood trusses shall utilize approved connector plates (MITEK, ITW or other approved Truss PlateManufacturer). Unless otherwise noted, loading shall be as follows:Submit shop drawings and design calculations prior to fabrication. Submitted documents shall bear the stamp and signature of a registeredProfessional Engineer, State of Washington. Truss design drawings shall include, at a minimum, the following:A.Slope or Depth, Span and SpacingB.Location of all Joints and Support LocationsC.Number of Plies if greater than oneD.Required Bearing WidthsE.Design Loads and Locations: Include Top and Bottom Chord Live and Dead Loads, Girder Loads, and Environmental Loads (Seismic,Wind, Snow, etc.)F.Other Lateral Loads, including Drag Strut LoadsG.Adjustments to Wood and Metal Connector Plate Design Value for Conditions of UseH.Maximum Reaction Force and Direction (including Maximum Uplift)I.Metal-Connector-Plate Type, Size, Thickness, and LocationJ.Size Species and Grade for each MemberK.Truss-to-Truss Connections and Truss Field Assembly RequirementsL.Calculated Span-to-Deflection Ratio and maximum Vertical and Horizontal Deflection for Live and Total LoadsM.Maximum Axial Tension and Compression Forces in each Truss MemberN.Required Permanent Individual Truss Member Restraint Location and the Method and Details of Restraint Bracing to be usedO.Placement Layout including Bearing Points, Intersections, Hips, Valleys, etc.P.Truss-to-Truss and Truss-to-Beam Connection Details and HardwareTruss members shall not be cut, notched, drilled, spliced, or otherwise altered in any way without the approval of the truss manufacturer'sregistered Professional Engineer or the Engineer of Record.6.6Roof, Floor & Wall Sheathing shall be APA Rated, Exterior or Exposure 1 Plywood or OSB. sheathing shall be manufactured under theprovisions of Voluntary Product Standards DOC PS-1 or DOC PS-2, or APA PRP-108 Performance Standards and Policies for Structural UsePanels. See Drawings for thickness, span rating, and nailing requirements. Unless otherwise noted, wall sheathing shall be ½" (nominal) withSpan Rating of 24/0. Glue floor sheathing to all supporting members with adhesive conforming to APA Specification AFG-01.6.7Wood members shall be protected against decay and termites in accordance with IBC Section 2304.12. Where required, members shall benaturally durable species or shall be treated with waterborne preservatives wood in accordance with American Wood Protection Associationspecification AWPA U1. Members shall be clearly labeled. Modified treated members (ripped or end cut) shall be field treated per AWPA M4.6.8Timber Connectors and Proprietary Fasteners shall be "Strong-Tie" by Simpson Company, as specified in their current catalog. Providenumber and size of fasteners as specified by manufacturer. Connectors shall be installed in accordance with the manufacturer's instructions.Where connector straps connect two members, center strap on joint and provide number and size of fasteners as specified by manufacturer,with equal number and size of fasteners in each member.Alternate hardware manufacturer substitutions, such as USP Connectors, shall be ICC approval for equal or greater load capacities. All joisthangers and other hardware shall be compatible in size with specified framing members. See Hanger Conversion Table for pre-approvedsubstitutions.Timber Connectors and their fasteners shall be protected from corrosion in accordance with manufacturer's recommendations orASTM A 653, Type G185.6.9Dowel-Type Fasteners (Bolts, Lag Screws, Wood Screws and Nails) shall conform to Sections 11 and 12 of the ANSI/AWC NDS-2015. SeeTable 1.All Metal Fasteners exposed to weather or in contact with treated wood shall be protected from corrosion according to Table 1. Nuts and boltsexposed to weather or in contact with treated wood shall be galvanized in accordance with ASTM A 153 or Stainless Steel. See above forProprietary Fastener requirements. Do not substitute standard Dowel-Type Fasteners for Proprietary Fasteners unless specifically allowed.Member UseSizeSpeciesGradeStuds2x, 3xHem-Fir or SPFSTUDJoists/Rafters2x, 3xHem-FirNo. 2Plates/Misc.2x, 3xHem-FirNo. 2Beams4xDouglas Fir-LarchNo. 2Posts4xDouglas Fir-LarchNo. 2Timber, Beams6x & LargerDouglas Fir-LarchNo. 2Timber, Posts6x & LargerDouglas Fir-LarchNo. 2Member UseCombinationSpeciesFbx+Fbx-FFŏ[FvxExBeams24F-V4DF/DF2400-psi1850-psi650-psi265-psi1800-ksiMember UseProductFbFFŏFvEBeams1.55E Laminated Strand Lumber (LSL)2325-psi800-psi310-psi1550-ksiBeams2.0E Laminated Veneer Lumber (LVL)2600-psi750-psi285-psi2000-ksiBeams2.0E Parallel Strand Lumber (PSL)2900-psi750-psi290-psi2000-ksiRim BoardsLaminated Strand Lumber (LSL)1700-psi680-psi400-psi1300-ksiRoof Truss Design LoadingMemberUniform LoadTop Chord Snow Load25-psfTop Chord Wind Load (Uplift)15-psfTop Chord Dead Load7-psfBottom Chord Live Load10-psfBottom Chord Dead Load5-psfFloor Truss Design LoadingMemberUniform LoadTop Chord Live Load40-psfTop Chord Dead Load10-psfBottom Chord Dead Load5-psfWOOD (Continued):6.1Wood Framing Notes: The following apply unless otherwise noted on the drawings:A.All wood framing details shall be constructed to the minimum standards of the IBC. Nailing not specified on the drawings shall conformto IBC Table 2304.10.1 or ICC ES ESR-1539. Coordinate the size and location of all openings with Mechanical and ArchitecturalDrawings.B.Wall Framing: Stud wall size and spacing shall be in accordance with the plan notes. Two studs minimum shall be provided at the endsof all walls, at each side of all openings, and at the ends of all beams and headers. All stud bearing walls on wood framing shall havetheir lower wood plates attached to framing or concrete below per P1-6 of the shear wall schedule.C.Individual members of Built-Up stud posts shall be nailed to each other with framing nails @ 12"oc, staggered. Individual members ofBuilt-Up joist beams shall be nailed to each other with framing nails @ 12"oc, staggered.D.Solid blocking for wood columns shall be provided through floors to supports below.E.Floor and Roof Framing: Provide solid blocking at all bearing points. Toenail joists to supports with two framing nails. Attach timberjoists to flush headers or beams with metal joist hangers in accordance with notes above.Roof and floor sheathing shall be laid up with grain perpendicular to supports and nailed per plan notes. Allow 1/8" spacing at all panel edgesand ends of floor and roof sheathing. Provide approved panel edge clips centered between joists/trusses at unblocked roof sheathing edges.All floor sheathing edges shall have approved tongue-and-groove joints. Toenail blocking to supports with framing nails @ 12"oc. At blockedfloor and roof diaphragms, provide flat 2x blocking at all unframed panel edges and nail with edge nailing specified.Live Loads (in accordance with IBC Table 1607.1)Occupancy or UseUniform LiveLoadConcentratedLive LoadNotesFloor, Residential40-psf-Uninhabitable attic, with storage20-psf-Concurrent with Snow LoadsUnihabitable attic, without storage10-psf-Non-concurrent with Snow LoadsDecks60-psf-Dowel Type FastenerGradeRequirements at Exterior Use orwhen in Contact w/ Treated LumberInstallationBoltsASTM A307ASTM B 695, Class 55 Galvanizedor Stainless SteelANSI/AWC NDS-2015 Section 12.1.3Hole = Bolt Ø + (1/32" to 1/16")Washer @ Bolt Head and @ NutAll-Thread/Threaded RodASTM F1554ASTM B 695, Class 55 Galvanizedor Stainless SteelANSI/AWC NDS-2015 Section 12.1.3Hole = Rod Ø + (1/32" to 1/16")Washer @ Each NutLag ScrewsASTM A307ASTM A 153 Galvanizedor Stainless SteelANSI/AWC NDS-2015 Section 12.1.4Lead Hole = 0.5 x Shank Ø; Shank Hole = Shank ØWasher @ Lag HeadWood ScrewsASTM A 153 Galvanizedor Stainless SteelANSI/AWC NDS-2015 Section 12.1.5Pilot Hole = 0.75 x Root Ø (Unless Self-Boring)NailsASTM F1667ASTM A 153 Galvanizedor Stainless SteelANSI/AWC NDS-2015 Section 12.1.6Avoid Overdriving or Underdriving; Avoid Wood SplittingToenails 30°, 1/3 Nail Length from JointNails specified on the drawings shall be as follows:Nail UsePennyWeightGradeFraming Nails12d Box0.131"Ø x 314"Sheathing Nails8d Common0.131"Ø x 212"Table 1City of Renton Required Notes:·Manufacturer's Installation instructions shall be available on site at the time of inspection for inspector's use and reference.·Refer to truss shop drawings for bracing requirements.THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE QUADRANT CORPORATION 15900 SE Eastgate Way, Suite 300 Bellevue, Washington 98008 (425) 455-2900SHEET ONWFOE TATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORERE ENIGNQuadrant Homes Designer:Engineering: BTL ENGINEERING P.S. 19011 Woodinville Snohomish Road NE, Suite 100 PHONE: 425-814-8448 FAX: 425-821-2120 WOODINVILLE, WA 98072-4436 2/19/2019PLAN ID:06LCPLAN: L430-06LC Date By Description 10/31/2018 BTL Permit Set 2/19/2019 BTL Resubmittal/Revisions1 S1.1LakeviewGeneral NotesPR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 FOUNDATION PLAN - ELEVATION "B"24SLAB-ON-GRADEPER PLAN NOTE 1ELEV = -10'-134"SLAB-ON-GRADEPER PLAN NOTE 1ELEV VARIESP1-2P1-2P1-6 P1-3P1-2P1-2 P1-3P1-3 P1-28" STEM8" STEM8" STEM8" STEM8" STEM8" STEM4'-0"512"8'-0"11'-11" 4'-0"4'-0"13'-11"P1-69"16'-3"1'-3"18'-3"18'-012"6'-1112"8'-9"52'-0"12'-812"10'-412"22'-412"2'-0"5'-0"4'-11"2'-0"CRAWL SPACE ELEV= -4'-0"2'-6"7'-3"29'-3"9'-112"10'-412" 58'-6" 1'-03 4"8'-3"1'-03 4"10'-412"20'-412"15'-0"10'-3"2'-6"58'-6"-214"(TYP)2'-3"5'-6"17'-4"29'-2"8"16'-3"12'-11"52'-0"3'-7" 1112"12'-91 4"STHD1 4 1 /S 3 . 2 4'-0"4'-0"-3'-0"-10'-134"-7'-0"2'-312"3'-412"3'-6"3'-412"3'-7"P1-24'-1"8'-3"2'-1"3"2'-114"3"5'-9"3"812"3"4'-11"3'-7"STHD141/S3.2S T H D 1 4 1/ S 3 . 2 S T H D 1 4 1/ S 3 . 2 STHD141/S3.2STHD142/S3.2STHD142/S3.2STHD142/S3.2STHD142/S3.2STHD142/S3.2STHD142/S3.2STHD142/S3.2STHD142/S3 .2STHD142/S3.2STHD142/S3 .2STHD141/S3.2STHD147/S3.2STHD141/S3.2STHD141/S3 .2STHD141/S3.2STHD142/S3 .2 AB A 6 6 Z o r S IM B AS E AB A 6 6 Z o r S IM B AS E ABA66Z o rSIM BASE-8'-0"-5'-0"-2'-0"STHD142/S3.23"2'-414"2424243030301S2.19S3.3H=10'2S3.33S3.33S3.32S3.31S3.3TYP2S3.35S3.3SIM5S3.38" STEM1S2.1H=5'1S3.34S3.31S2.1H=10'9S3.31S2.1H=7'1S3.31S2.1H=10'9S3.31S2.1H=6'14S3.313S3.3P1-2STEPFOOTINGSTEPFOOTINGSTEPSTEM WALLSTEPFOOTINGSTEPSTEM WALLSTEPSTEM WALLSTEPSTEM WALLSTEPSTEM WALLSTEPFOOTINGSTEPFOOTINGSTEPFOOTINGSTEPSTEM WALLSTEPSTEM WALLSTEPSTEM WALL1S3.3STEPSTEM WALLSTHD142/S3.210428161/4"=1'-0"LEGENDANCHOR BOLTS FOR SHEAR WALL ABOVE PERSCHEDULE OF 1/S3.1BEARING OR SHEAR WALL ABOVEDETAIL CALL-OUTSLAB-ON-GRADE PER PLAN NOTE 1XXSX.X24"sq x 8" THICK FOOTING w/ (2) #4 EA. WAY24P1-XFOUNDATION WALL AND FOOTINGCRAWL SPACE POST BELOWx x x 30"sq x 10" THICK FOOTING w/ (3) #4 EA. WAY3036"sq x 12" THICK FOOTING w/ (4) #4 EA. WAY36SOLID VERT. BLK'G IN FLOOR BELOW POINT LOADPT. LD .FOUNDATION PLAN NOTES:1.Slab-on-Grade shall be 4" thick. Slab shall be poured over Vapor Barrier placedover Free-Draining Granular Fill. See Architectural Drawings for Slab Depressionand Slope requirements.2.The Contractor shall determine actual Footing Elevations based on Final Grades.Bottom of Footings shall be set on competent, properly compacted bearing soilbelow Frost Depth.3.Verify all dimensions with Architectural Drawings.CRAWLSPACE VENT PER ARCHITECT & 20/S3.3VFACENAILINGSHEATHINGWALLTYPEP1-3P1-4P1-61 SIDE1 SIDE1 SIDEPANELEDGENAILING3"oc4"oc6"ocFRAMINGCLIPSA35 @ 30"ocorLTP5 @ 26"oc3"oc4"oc6"ocSEISMICCAPACITY-h/b = 2h/b = 3.558"Ø @ 36"oc58"Ø @ 46"oc58"Ø @ 60"oc450-plf366-plf350-plf284-plf240-plf194-plfP1-22"oc2"oc58"Ø @ 20"oc590-plf478-plfP2-22"oc58"Ø @ 12"oc1180-plf957-plf(2) ROWS,2"ocANCHORBOLTSMASAP @52"ocMUDSILLANCHORSMASAP @36"ocMASAP @28"ocMASAP @19"ocMASAP @712"oc1 SIDEEA. SIDEANCHORAGE TOCONCRETESINGLEMEMBERBUILT-UPMEMBER2x2x2x2x3x(2)2x3x(2)2x(2)2x3xMINIMUM WIDTH OFNAILED FACE OFFRAMING @ADJOINING PANELEDGES2x2x2x2x3xMUDSILLPLATE820-plf699-plf1640-plf1338-plfWINDCAPACITY-h/b = 2h/b = 3.5450-plf366-plf350-plf284-plf240-plf194-plfA35 @ 20"ocorLTP5 @ 18"ocA35 @ 16"ocorLTP5 @ 14"ocA35 @ 812"ocorLTP5 @ 712"ocA35 @ 8"ocandLTP5 @ 8"ocSHEAR WALL SCHEDULE SUMMARY(SUPPLIED HERE FOR INSPECTOR'S CONVENIENCE AT THE REQUEST OF CITY OF RENTONREFER TO 1/S3.1 FOR FULL SHEAR WALL SCHEDULE)SOIL BEARING PRESSURE:2500PSFACTIVE EARTH PRESSURE:35PCFPASSIVE EARTH PRESSURE:350PCFFRICTION COEFFICIENT:0.40SEISMIC SURCHARGE:6HCONCRETE STRENGTH:2500PSI#4 STEEL STRENGTH (GR40):40KSI#5/#6 STEEL STRENGTH (GR60):60KSIBlow twBhightf FREE-DRAINING MATERIALADD'L TOP BAR(2)#4H PER SCHEDULE1'-6" MIN DOWEL COVER (CLEAR)EQ.EQ.LAPT.O.SLABor SOILRETAINING WALL SCHEDULETOP OF STEM WALL ELEVATION (0'-0" = Main Floor T.O. Sheathing)x'-x"HORIZ. REINF.VERT. REINF.(CENTERED)DOWEL REINF.TOP REINF.LONG. REINF.FOOTING COVER (CLEAR)HBlowtwBhightfDowelCoverFootingCoverVERT.REINF.DOWELREINF.HORIZ.REINF.TOPREINF.LONGREINF.LAP10'2'-6"8"1'-6"12"112"112"#6 @ 7"oc#6 @ 7"oc#5 @ 18"oc#4 @ 9"oc(5)#442"9'2'-3"8"1'-6"12"112"112"#5 @ 7"oc#5 @ 7"oc#5 @ 18"oc#4 @ 12"oc(4)#436"8'2'-0"8"1'-6"12"112"112"#5 @ 11"oc#5 @ 11"oc#5 @ 18"oc#4 @ 18"oc(4)#436"7'2'-0"8"9"12"112"112"#5 @ 17"oc#5 @ 17"oc#5 @ 18"oc#4 @ 18"oc(3)#430"6'1'-6"8"9"12"112"112"#4 @ 12"oc#4 @ 12"oc#5 @ 18"oc#4 @ 18"oc(2)#424"5'1'-0"8"9"12"112"112"#4 @ 16"oc#4 @ 12"oc#5 @ 18"oc#4 @ 18"oc(2)#424"4'SEE STANDARD FOOTING DETAILREFERENCE ELEVATION 0'-0" = TOP OF MAIN FLOOR SHEATHINGTHIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE QUADRANT CORPORATION 15900 SE Eastgate Way, Suite 300 Bellevue, Washington 98008 (425) 455-2900SHEET ONWFOE TATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORERE ENIGNQuadrant Homes Designer:Engineering: BTL ENGINEERING P.S. 19011 Woodinville Snohomish Road NE, Suite 100 PHONE: 425-814-8448 FAX: 425-821-2120 WOODINVILLE, WA 98072-4436 2/19/2019PLAN ID:06LCPLAN: L430-06LC Date By Description 10/31/2018 BTL Permit Set 2/19/2019 BTL Resubmittal/Revisions1GARAGE LEFTELEVATION BS2.1b1S2.1PR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 MAIN FLOOR/LOWER WALL FRAMING PLAN - PLAN "B"SLAB-ON-GRADEPER S2.1b312x1178 LSL (F)DBL JOIST DBL JOIST DBL JOIST DBL JOIST DBL JOIST DBL JOIST DBL JOIST DBL JOIST 312x117 8 LSL (F)1178 TJI 210@16"ocSTHDPER S2 . 1 S T H D P E R S 2 . 1 P1-2CS16x48"11/S3.2CS16x48"11/S3.2CS16x48"11/S3.2CS16x48"11/S3.2(2)2x6(2)2x6(2)2x6PT.LD.(5 ) 2 x 6 4 x 4 4 x 4 4x10( 2 ) 2 x 6 ( 2 ) 2 x 6 (4)2x6(2 ) 2 x 6 (2 ) 2 x 6 P T . L D . (2) 2 x 6 (3 ) 2 x 6 512x1012GLB HDRPT.LD.S T H D P E R S 2 . 1 STHDPER S2.1STHDPER S2.1STHDPER S2.1STHDPER S2.1STHDPER S2.1STHDPER S2.1STHDPER S2.1STHDPER S2.1P1-3 CMSTC7/S3.2CMSTCx72"11/S3.2STHDPER S2.116S3.2(3)2x6PT.LD. S T H D P E R S 2 . 1 Po s t A b o v e DBL JOIST DBL JOIST 10'-912" (2 ) 2 x 6 P T . L D .(3)2x6STHDPER S2.1BEARING WALL7S3.317S3.312S3.318S3.314S3.36S3.313S3.37S3.36S3.3512x1012 GLB HDR4x4P.T. 6x12 DF#1 (F)P.T. 6x12 DF#1 (F)P.T. 2x10@16"ocP1-216S3.2CMSTC16x72"14/S3.2CMSTC16x72"11/S3.2P. T . 6 x 6 w / L P C 6 Z ( P A I R ) o r S I M A B O V E & B E L OW P. T . 6 x 6 w / L P C 6 Z ( P A I R ) o r S I M A B O V E & B E L OW P. T . 6 x 6 w / L P C 6 Z ( P A I R ) o r S I M A B O V E & B E L OW 16S3.310S3.3P.T. 2x8 MUDSILLRIPPED TO 6"ITS2.06/11.88HGRSP.T. 2x8MUDSILLRIPPEDTO 6"ITS2.06/11.88HGRSJOIST BLOCKINGLGUM48-SDSHANGERITS2.06/11.88HGRSMIT4.28/11.88HGRS @ DBL'sP.T. 2x8 MUDSILLRIPPED TO 6"ITS2.06/11.88HGRSP.T. 2x10 MUDSILLRIPPED TO 6"IUS2.06/11.88HGRSDTT1Z w/ SDWH ANCHOR(3" MIN. PENETRATION)& (3) SD#9 x 112" INTOUNDERSIDE BRACING2x4 UNDERSIDE BRACINGw/ (2) DECK SCREWSEA. JOISTLUS28 (ZMAX)or LUC210ZMIU4.12/11 @DBL JOISTSMID-SPANBLOCKINGPT . L D .312x9 GLB HDR7x1178 PSL (F)( 5 ) 2 x 6 (2)2x6PT.LD.12S3.311S3.318S3.3P T . L D . P T . L D .PT.LD.10428161/4"=1'-0"LEGENDDETAIL CALL-OUTXXSX.XBEARING OR SHEAR WALL BELOWSHEAR WALL BELOW PER SCHEDULE OF 1/S3.1P1-XPOST BELOWx x x BEARING OR SHEAR WALL ABOVESOLID VERT. BLK'G IN FLOOR BELOW POINT LOADPT . LD .EXTEND HEADER TO CORNEREHFLUSH FRAMED BEAM(F)FLOOR FRAMING PLAN NOTES:1.Floor Sheathing shall be ¾" thick T&G (Panel Span Rating 48/24). Glue Sheathingto all Framing Members and Blocking below with adhesive conforming toA.P.A.Specification AFG-01. Fasten Sheathing to Framing with WSNTL2LSSubfloor Screws (#8 x 2") as follows:See Drawings for other sheathing nailing requirements.2.Floor Framing shall be 1178" TJI 210 @ 16"oc, u.o.n.Deck Framing shall be 2x10 @ 16"oc, u.o.n.Refer to General Structural Notes for other requirements.3.Floor framing shown is for illustrative purposes only. Girder truss and beamlocations shall not be changed without approval from the Structural Engineer.Other framing layout shown may be modified to accommodate openings, plumbing,HVAC and other fixtures.ROOF FRAMING PLAN NOTES:4.See S2.3.WALL FRAMING PLAN NOTES:5.Exterior Walls shall be Shear Wall type P1-6 consisting of 2x6 Studs @ 24"oc,u.o.n.Interior Walls shall consist of 2x4 Studs @ 24"oc, u.o.n.Where adjacent Shear Walls are in contact, nail studs together per 15/S3.1. See1/S3.1 for special stud requirements at Shear Wall types P1-3, P1-2, P2-4, P2-3,and P2-2.6.Built-Up Stud groups in Walls supporting Beams, Posts or Girder Trusses aboveshall be (2) Studs, u.o.n. See General Structural Notes for fastening requirements.Framing, Edges6"ocFraming, Field10"ocBoundaries, Blocking, Struts6"ocFACENAILINGSHEATHINGWALLTYPEP1-3P1-4P1-61 SIDE1 SIDE1 SIDEPANELEDGENAILING3"oc4"oc6"ocFRAMINGCLIPSA35 @ 30"ocorLTP5 @ 26"oc3"oc4"oc6"ocSEISMICCAPACITY-h/b = 2h/b = 3.558"Ø @ 36"oc58"Ø @ 46"oc58"Ø @ 60"oc450-plf366-plf350-plf284-plf240-plf194-plfP1-22"oc2"oc58"Ø @ 20"oc590-plf478-plfP2-22"oc58"Ø @ 12"oc1180-plf957-plf(2) ROWS,2"ocANCHORBOLTSMASAP @52"ocMUDSILLANCHORSMASAP @36"ocMASAP @28"ocMASAP @19"ocMASAP @712"oc1 SIDEEA. SIDEANCHORAGE TOCONCRETESINGLEMEMBERBUILT-UPMEMBER2x2x2x2x3x(2)2x3x(2)2x(2)2x3xMINIMUM WIDTH OFNAILED FACE OFFRAMING @ADJOINING PANELEDGES2x2x2x2x3xMUDSILLPLATE820-plf699-plf1640-plf1338-plfWINDCAPACITY-h/b = 2h/b = 3.5450-plf366-plf350-plf284-plf240-plf194-plfA35 @ 20"ocorLTP5 @ 18"ocA35 @ 16"ocorLTP5 @ 14"ocA35 @ 812"ocorLTP5 @ 712"ocA35 @ 8"ocandLTP5 @ 8"ocSHEAR WALL SCHEDULE SUMMARY(SUPPLIED HERE FOR INSPECTOR'S CONVENIENCE AT THE REQUEST OF CITY OF RENTONREFER TO 1/S3.1 FOR FULL SHEAR WALL SCHEDULE)THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE QUADRANT CORPORATION 15900 SE Eastgate Way, Suite 300 Bellevue, Washington 98008 (425) 455-2900SHEET ONWFOE TATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORERE ENIGNQuadrant Homes Designer:Engineering: BTL ENGINEERING P.S. 19011 Woodinville Snohomish Road NE, Suite 100 PHONE: 425-814-8448 FAX: 425-821-2120 WOODINVILLE, WA 98072-4436 2/19/2019PLAN ID:06LCPLAN: L430-06LC Date By Description 10/31/2018 BTL Permit Set 2/19/2019 BTL Resubmittal/Revisions1GARAGE LEFTELEVATION BS2.2bPR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 UPPER FLOOR/MAIN WALL FRAMING PLAN - PLAN "B"512x9 GLBP . T . 6 x 6 w / L P C 6 Z ( P A I R ) o r S IMMONO TRUSSES@24"oc312x15 GLB (F)312x15 GLB (F)GIRDER TRUSS OR312x12 GLB (F)512x12 GLB (DOWN) END TRUSS (2)2x4END TRUSSPT.LD.512x15 GLB (F)634x21 GLB (DOWN)CAMBER 14"P1-24x8 HDR 4x8 HDRP1-2END TRUSS (225 PLF)4x6 HDRP1-6 P1-3CANTILEVER END TRUSS (435plf)(5)2x6(2)2x6PT.LD.(3)2x6 (3)2x616S3.2512x15 GLB HDRCANTILEVER TRUSS (2 ) 2 x 6 (3)2x6(2)CS16x48"13/S3.2(2)2x6PT.LD.(2 )2x6PT.LD . (2 )2x6PT.LD . (4 ) 2 x 6 P1-2P1-616S3.2CONVERT 570plf TOPOINT LOAD AT END OFEACH TRUSS312x9 GLB HDR4x8 HDRFLATTRUSSES@24"oc(2)CS16x48"12/S3.2312x12GLB (F)4x10 HDR CS16x48"11/S3 .216S3.24x8 HDR 16S3.2CS16x48"11/S3.2P1-2CANT. END TRUSS (225-PLF)15S3.34S3.4(2)2x8 P1-34x6HDR4x6HDR( 2 ) 2 x 6 P T . L D .6x6FULL HT(2)2x6PT.LD.(2)2x616S3.216S3.2(2 ) 2 x 6 (2 ) 2 x 6 4x8 HDR P1-3 4x6 HDR 4x6 HDR 4x6 HDR 4x6 HDR 312x15 GLB (F)("OPEN TO ABOVE" RIM)(2 ) 2 x 6 (2)2x6(2)2x6(2 ) 2 x 6 P1-2(2)CS16x48"14/S3.2(2)CS16x48"14/S3.2ALIGN TRUSS WEBS16S3.216S3.21S3.42x82x82x82x8@24"oc7S3.4CONVERT 170plf TOPOINT LOAD AT END OFEACH TRUSS6S3.47S3.43S3.49S3.48S3.4(2)2x43S3.45S3.415S3.4SIM10S3.4312x12 GLB (F)P . T . 6 x 6 w / L P C 6 Z ( P A I R ) o r S IM 18'-512"10'-912"15'-1012"16'-3"14'-412" 2'-6" 3'-33 4" 4 x 4 4x4 4x4(3)2x6BEARING WALLMONO GABLE 10S3.3(2)2x6PT.LD.( 5 ) 2 x 6PT . LD .18S3.4(3)2x6 (3)134x512 LVL (F)EHEHHANGERS PERTRUSS MFR.CS16x24" END TRUSS-TO-MONO GABLE(2)2x6 @ 16"ocBALLOON WALLEXTEND BEAM 6"HUC66 HGR(+1240#/-360#)134x912 LSL BLOCKING2x8 BLOCKINGTRUSS BLOCKING435-plfLOAD ONTRUSSCS16x48" BM-to-RIMHUC410CS16x48" BM-to-BLKGTRUSS BLOCKINGTRUSS BLOCKINGTRUSS BLOCKING15" OWT@24"oc6S3.4312x9 GLB HDRHANGERS PERTRUSS MFR.(3)2x69S3.46S3.49'-5"7'-11"HVAC OPENING INBEAM PER 1/S2.310428161/4"=1'-0"FLOOR FRAMING PLAN NOTES:1.Floor Sheathing shall be ¾" thick T&G (Panel Span Rating 48/24). Glue Sheathingto all Framing Members and Blocking below with adhesive conforming toA.P.A.Specification AFG-01. Fasten Sheathing to Framing with WSNTL2LSSubfloor Screws (#8 x 2") as follows:See Drawings for other sheathing nailing requirements.2.Floor Framing shall be 15" deep "4x2" Connector-Plate Trusses @ 24"oc, u.o.n.Max Live Load Deflection shall be L/720. Loading shall be as follows, u.o.n.:Refer to General Structural Notes for other requirements.3.Floor framing shown is for illustrative purposes only. Girder truss and beamlocations shall not be changed without approval from the Structural Engineer.Other framing layout shown may be modified to accommodate openings, plumbing,HVAC and other fixtures.ROOF FRAMING PLAN NOTES:4.See S2.3.WALL FRAMING PLAN NOTES:5.Exterior Walls shall be Shear Wall type P1-6 consisting of 2x6 Studs @ 24"oc,u.o.n.Interior Walls shall consist of 2x4 Studs @ 24"oc, u.o.n.Where adjacent Shear Walls are in contact, nail studs together per 15/S3.1. See1/S3.1 for special stud requirements at Shear Wall types P1-3, P1-2, P2-4, P2-3,and P2-2.6.Built-Up Stud groups in Walls supporting Beams, Posts or Girder Trusses aboveshall be (2) Studs, u.o.n. See General Structural Notes for fastening requirements.Top Chord Live Load40-psfTop Chord Dead Load10-psfBottom Chord Live LoadN/ABottom Chord Dead Load5-psfLEGENDDETAIL CALL-OUTXXSX.XBEARING OR SHEAR WALL BELOWSHEAR WALL BELOW PER SCHEDULE OF 1/S3.1P1-XPOST BELOWx x x BEARING OR SHEAR WALL ABOVESOLID VERT. BLK'G IN FLOOR BELOW POINT LOADPT . LD .EXTEND HEADER TO CORNEREHFLUSH FRAMED BEAM(F)Framing, Edges6"ocFraming, Field10"ocBoundaries, Blocking, Struts6"ocFACENAILINGSHEATHINGWALLTYPEP1-3P1-4P1-61 SIDE1 SIDE1 SIDEPANELEDGENAILING3"oc4"oc6"ocFRAMINGCLIPSA35 @ 30"ocorLTP5 @ 26"oc3"oc4"oc6"ocSEISMICCAPACITY-h/b = 2h/b = 3.558"Ø @ 36"oc58"Ø @ 46"oc58"Ø @ 60"oc450-plf366-plf350-plf284-plf240-plf194-plfP1-22"oc2"oc58"Ø @ 20"oc590-plf478-plfP2-22"oc58"Ø @ 12"oc1180-plf957-plf(2) ROWS,2"ocANCHORBOLTSMASAP @52"ocMUDSILLANCHORSMASAP @36"ocMASAP @28"ocMASAP @19"ocMASAP @712"oc1 SIDEEA. SIDEANCHORAGE TOCONCRETESINGLEMEMBERBUILT-UPMEMBER2x2x2x2x3x(2)2x3x(2)2x(2)2x3xMINIMUM WIDTH OFNAILED FACE OFFRAMING @ADJOINING PANELEDGES2x2x2x2x3xMUDSILLPLATE820-plf699-plf1640-plf1338-plfWINDCAPACITY-h/b = 2h/b = 3.5450-plf366-plf350-plf284-plf240-plf194-plfA35 @ 20"ocorLTP5 @ 18"ocA35 @ 16"ocorLTP5 @ 14"ocA35 @ 812"ocorLTP5 @ 712"ocA35 @ 8"ocandLTP5 @ 8"ocSHEAR WALL SCHEDULE SUMMARY(SUPPLIED HERE FOR INSPECTOR'S CONVENIENCE AT THE REQUEST OF CITY OF RENTONREFER TO 1/S3.1 FOR FULL SHEAR WALL SCHEDULE)1S2.3CS16x60" TOP & BOTEACH SIDE11" WIDE x 9" TALL OPENING512x15 GLB PER PLAN3"3"1"Ø CORNERS - DONOT OVER CUT9"11"DIM PER PLANTHIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE QUADRANT CORPORATION 15900 SE Eastgate Way, Suite 300 Bellevue, Washington 98008 (425) 455-2900SHEET ONWFOE TATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORERE ENIGNQuadrant Homes Designer:Engineering: BTL ENGINEERING P.S. 19011 Woodinville Snohomish Road NE, Suite 100 PHONE: 425-814-8448 FAX: 425-821-2120 WOODINVILLE, WA 98072-4436 2/19/2019PLAN ID:06LCPLAN: L430-06LC Date By Description 10/31/2018 BTL Permit Set 2/19/2019 BTL Resubmittal/Revisions1GARAGE LEFTELEVATION BS2.3b1PR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 P1-4ROOF/UPPER WALL FRAMING PLAN - PLAN "B"GIRDER TRUSSGIRDER TRUSSFLAT GIRDERFLAT GIRDER3-PLY FLAT GIRDERGIRDER TRUSSEND TRUSSSPAN OPENINGSTRUSSES @24"ocTRUSSES @24"oc MONO TRUSSES@24"oc(3)2x6( 2 ) 2 x 4 ( 2 ) 2 x 4(2)2x4(2)2x6(2)2x6(2)2x6(2)2x6 (2)2x6(2)2x6(2)2x6(2)2x6MONO TRUSSES@24"ocTRUSSES @24"oc END TRUSS SPAN OPENINGS END TRUSS SPAN OPENINGS P1-4P1-3 P1-4END TRUSS SPAN OPENINGS16S3.216S3.2END TRUSS SPAN OPENINGSP1-316S3.2SIMP1-616S3.24x8 HDR4x6HDR4x6HDR4x6 HDR 4x6 HDR 4x10 HDR 4x6 (FLATWISE) CONT. HDR4x8 HDRP1-6P1-24x6 HDR16S3.24x6HDR 4x6HDR END TRUSS SPAN OPENINGS END TRUSS SPAN OPENINGS 16S3.216S3.416S3.418S3.417S3.416S3.413S3.416S3.419S3.414S3.411S3.416S3.412S3.413S3.411S3.413S3.419S3.44x8 HDR4x8 HDR4x10 HDRGIRDER TRUSSRAISED HEELRAISED HEELADD'L TRUSSOVERFRAME GABLEEXTENSIONOVERFRAMEPER PLANNOTE 5EXTENDBOTTOMCHORDCANTILEVERFLAT GIRDERTS22 STRUTTRUSS-TO-TOPPLATESTRUT TRUSS(215-plf)LEGENDDETAIL CALL-OUTXXSX.XBEARING OR SHEAR WALL BELOWSHEAR WALL BELOW PER SCHEDULE OF 1/S3.1P1-XPOST BELOWx x x 10428161/4"=1'-0"ROOF FRAMING PLAN NOTES:1.Roof Sheathing shall be 7/16" thick (Panel Span Rating 24/16). Fasten Sheathingto Framing with 0.131"Ø x 212" nails @ 6"oc, Edges, and @ 12"oc, Field.Diaphragm Nailing as indicated on the Drawings shall be 0.131"Ø x 2½" nails @6"oc. At Unframed Panel Edges, provide PSCA Panel Framing Clips centeredbetween each Framing Member. See Drawings for other sheathing nailingrequirements.2.Framing shall be prefabricated connector-plate trusses spaced @ 24"oc, u.o.n.3.Layout shown is for illustrative purposes only. Girder and beam locations shownshall not be changed without approval from the Structural Engineer. Other framinglayout shown may be modified to accommodate attic access, skylights, HVAC orother fixtures.4.Trusses marked Strut shall be designed to accommodate the loads andconnections indicated.5.Overframing Members shall be 2x4 @ 24"oc. Post down to main framing below w/2x4 @ 48"oc. Alternate: Overframing per Truss Manufacturer.6.Provide Solid Flat Blocking at all Valleys. Fasten Sheathing to Blocking inaccordance with note 1.WALL FRAMING PLAN NOTES:7.Exterior Walls shall be Shear Wall type P1-6 consisting of 2x6 Studs @ 24"oc,u.o.n.Interior Walls shall consist of 2x4 Studs @ 24"oc, u.o.n.Where adjacent Shear Walls are in contact, nail studs together per 15/S3.1. See1/S3.1 for special stud requirements at Shear Wall types P1-3, P1-2, P2-4, P2-3,and P2-2.8.Built-Up Stud groups in Walls supporting Beams, Posts or Girder Trusses aboveshall be (2) Studs, u.o.n. See General Structural Notes for fastening requirements.FACENAILINGSHEATHINGWALLTYPEP1-3P1-4P1-61 SIDE1 SIDE1 SIDEPANELEDGENAILING3"oc4"oc6"ocFRAMINGCLIPSA35 @ 30"ocorLTP5 @ 26"oc3"oc4"oc6"ocSEISMICCAPACITY-h/b = 2h/b = 3.558"Ø @ 36"oc58"Ø @ 46"oc58"Ø @ 60"oc450-plf366-plf350-plf284-plf240-plf194-plfP1-22"oc2"oc58"Ø @ 20"oc590-plf478-plfP2-22"oc58"Ø @ 12"oc1180-plf957-plf(2) ROWS,2"ocANCHORBOLTSMASAP @52"ocMUDSILLANCHORSMASAP @36"ocMASAP @28"ocMASAP @19"ocMASAP @712"oc1 SIDEEA. SIDEANCHORAGE TOCONCRETESINGLEMEMBERBUILT-UPMEMBER2x2x2x2x3x(2)2x3x(2)2x(2)2x3xMINIMUM WIDTH OFNAILED FACE OFFRAMING @ADJOINING PANELEDGES2x2x2x2x3xMUDSILLPLATE820-plf699-plf1640-plf1338-plfWINDCAPACITY-h/b = 2h/b = 3.5450-plf366-plf350-plf284-plf240-plf194-plfA35 @ 20"ocorLTP5 @ 18"ocA35 @ 16"ocorLTP5 @ 14"ocA35 @ 812"ocorLTP5 @ 712"ocA35 @ 8"ocandLTP5 @ 8"ocSHEAR WALL SCHEDULE SUMMARY(SUPPLIED HERE FOR INSPECTOR'S CONVENIENCE AT THE REQUEST OF CITY OF RENTONREFER TO 1/S3.1 FOR FULL SHEAR WALL SCHEDULE)THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE QUADRANT CORPORATION 15900 SE Eastgate Way, Suite 300 Bellevue, Washington 98008 (425) 455-2900SHEET ONWFOE TATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORERE ENIGNQuadrant Homes Designer:Engineering: BTL ENGINEERING P.S. 19011 Woodinville Snohomish Road NE, Suite 100 PHONE: 425-814-8448 FAX: 425-821-2120 WOODINVILLE, WA 98072-4436 2/19/2019PLAN ID:06LCPLAN: L430-06LC Date By Description 10/31/2018 BTL Permit Set 2/19/2019 BTL Resubmittal/Revisions1GARAGE LEFTELEVATION BS2.4b1PR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 4'-0"4'-0"2'-63 8"4'-0"4'-0"2'-13 4" 9'-118"9'-118" 115 8"1'-118"DETAILS ON S3.3DETAILS ON S3.4SPLICE @FLAT 2x4SPLICE @FLAT 2x4SPLICE @FIRST TOP PLATESPLICE @FLAT 2x4SPLICE @FLAT 2x49'-118"117 8"3 4"112"1'-3"1'-33 4"3 4"1'-05 8"4'-0"4'-0"2'-93 8"4'-0"4'-0"1'-17 8"9'-118"9'-118"115 8"1'-118"DETAILS ON S3.3DETAILS ON S3.4SPLICE @FLAT 2x4SPLICE @FLAT 2x4SPLICE @FIRST TOP PLATESPLICE @FLAT 2x4SPLICE @FLAT 2x4214"117 8"3 4"112"1'-3"1'-33 4"3 4" 4'-0"4'-0"SPLICE @FLAT 2x4MAIN FLOORREF ELEV. = 0'-0"BASEMENT SLABREF ELEV. = -10'-134"UPPER FLOORREF ELEV. = 10'-478"TOP PLATEREF ELEV. = 19'-6"MAIN FLOORREF ELEV. = 0'-0"UPPER FLOORREF ELEV. = 10'-478"TOP PLATEREF ELEV. = 19'-6"SPLICE @FLAT 2x4115 8"HOLD DOWN AND ADD'LSTUD PER PLAN(WHERE OCCURS)STUDS PER PLANFACE NAILING PERSHEAR WALL SCHEDULESTRAP HOLD DOWN PERPLAN (WHERE OCCURS)PANEL EDGE NAILINGPER SHEAR WALLSCHEDULESTUDS PER PLANHOLD DOWN AND ADD'LSTUD PER PLAN(WHERE OCCURS)PANEL EDGE NAILINGPER SHEAR WALL SCHEDULESTRAP HOLD DOWN PERPLAN (WHERE OCCURS)FACE NAILING PERSHEAR WALL SCHEDULEFACE NAILING PERSHEAR WALL SCHEDULEPANEL EDGE NAILINGPER SHEAR WALLSCHEDULESTUDS PER PLANFACE NAILINGSHEAR WALL SCHEDULE(IN ACCORDANCE W/ ANSI/AF&PA SDPWS-2015 SECTION 4.3)SHEATHINGSHEAR WALL SCHEDULE NOTESWALLTYPEP1-3P1-4P1-61 SIDE1 SIDE1 SIDEPANELEDGENAILING3"oc4"oc6"ocFRAMINGCLIPSA35 @ 30"ocorLTP5 @ 26"oc3"oc4"oc6"ocSEISMICCAPACITY-h/b = 2h/b = 3.558"Ø @ 36"oc58"Ø @ 46"oc58"Ø @ 60"oc450-plf366-plf350-plf284-plf240-plf194-plfP1-22"oc2"oc58"Ø @ 20"oc590-plf478-plfP2-22"oc58"Ø @ 12"oc1180-plf957-plf(2) ROWS, 2"oc716"OSB or 1532" PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES. MINIMUM PANEL SPAN RATING OF (24/0). PANELS SHALL NOT BE LESS THAN 4'x8',EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING.(SECTION 4.3.7.1.1)PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHINGNAILS @ 12"oc. MAXIMUM STUD SPACING SHALL BE 16"oc. SHEATHING NAILS SHALL BE 0.131"Ø x 212". PLYWOOD EDGE NAILING SHALL BE STAGGERED. NAILSSHALL BE LOCATED AT LEAST 38" FROM THE PANEL EDGES. (SECTION 4.3.7.1.2. & SECTION 4.3.7.1.3)ANCHORBOLTSMASAP @ 52"ocMUDSILLANCHORSMASAP @ 36"ocMASAP @ 28"ocMASAP @ 19"ocMASAP @ 712"oc1 SIDEEA. SIDEANCHORAGE TOCONCRETE3SINGLEMEMBERBUILT-UPMEMBER2x2x2x2x3x(2)2X3x(2)2x(2)2x3xMINIMUM WIDTH OF NAILEDFACE OF FRAMING @ADJOINING PANEL EDGES1245612345638"MININTERMEDIATENAILING (12"oc)3 8" MIN PANEL EDGE NAILING PERSCHEDULE (STAGGERED)PER32ADJOININGPANEL EDGES38"MINSTUD, PLATE, BLOCKING,RIM OR OTHER FRAMINGMEMBER38"MINPER32PER32ADJOININGPANEL EDGES38"MINSTUD, PLATE, BLOCKING,RIM OR OTHER FRAMINGMEMBER2SINGLE MEMBER(FLATWISE)BUILT-UP MEMBER4425MUDSILL ANCHOR OPTIONMUDSILL ANCHORPER SCHEDULEP.T. MUDSILLCONCRETE STEMWALL PER PLANANCHOR BOLT OPTIONP.T. MUDSILLCONCRETE STEMWALL PER PLAN(ANCHOR BOLTS)63"x3"x0.229" PLATEWASHERSTHE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE.(SECTION 4.3.7.1.4)ANCHOR BOLTS EMBEDMENT SHALL BE 7", U.O.N. ALL ANCHORS SHALL HAVE 3" x 3" x 0.229" PLATE WASHERS. PLATE WASHER SHALL EXTEND TO WITHIN 12" OF THEEDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. IF SHEATHING IS ON BOTH SIDES OF THE WALL, STAGGER THE ANCHOR BOLTS, AS REQUIRED, SOTHAT HALF OF THE PLATE WASHERS ARE WITHIN 12" OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE. HOLE IN PLATE WASHERS MAY BE DIAGONALLYSLOTTED. (SECTION 4.3.6.4.3)ALTERNATIVELY, SIMPSON STRONG TIE MUDSILL ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURE'S PROCEDURES AND ESR-2555.12" MAX2x2x2X2x3xMUDSILLPLATE820-plf699-plf1640-plf1338-plfWINDCAPACITY-h/b = 2h/b = 3.5AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED, FRAMING CLIPS SHALL BEUSED TO FASTEN BUILT-UP MEMBERS.FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUMOF 112". FRAMING NAILS SHALL BE 0.131"Ø x 314". 0.131"Øx3" NAILS MAY BE USED WHEN STITCHING TOGETHER (2)2x MEMBERS WITH NO SPACERS.LAP RIM OPTIONLTP5 OPTIONA35 OPTION450-plf366-plf350-plf284-plf240-plf194-plfA35 @ 20"ocorLTP5 @ 18"ocA35 @ 16"ocorLTP5 @ 14"ocA35 @ 812"ocorLTP5 @ 712"ocA35 @ 8"ocandLTP5 @ 8"ocLAP PLATE OPTION22424525THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE QUADRANT CORPORATION 15900 SE Eastgate Way, Suite 300 Bellevue, Washington 98008 (425) 455-2900SHEET ONWFOETATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORERE ENIGNQuadrant Homes Designer:Engineering: BTL ENGINEERING P.S. 19011 Woodinville Snohomish Road NE, Suite 100 PHONE: 425-814-8448 FAX: 425-821-2120 WOODINVILLE, WA 98072-4436 2/19/2019PLAN ID:06LCPLAN: L430-06LC Date By Description 10/31/2018 BTL Permit Set 2/19/2019 BTL Resubmittal/Revisions1134513188 S3.1LakeviewDetailsPR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 (2)2x STUD - NAILSHEATHING TO EACHMEMBER w/ HALF OFSHEATHING NAILSSTRAP HOLD DOWNPER PLAN NAIL STRAPOVER SHEATHINGSOLID BLOCKING BELOWBUILT-UP STUDS(2)2x STUD - NAIL SHEATHINGTO EACH MEMBER w/ HALF OFSHEATHING NAILSSTRAP HOLD DOWN PER PLANWRAPPED AROUND BEAM -NAIL STRAP OVER SHEATHINGBEAM OR FLOOR TRUSSPER PLAN2x4 FLAT BLOCKINGBEHIND STRAPALT. STRAP LOCATIONPANEL EDGE NAILINGFULL HEIGHTCS16x36" STRAPS @WINDOW CORNERS(APPLY OVER SHEATHING)TOP CHORD SPLICEBOTTOM CHORD SPLICE4'-0" MIN. BETWEEN SPLICESLOCATE SPLICE @ CENTERLINEOF VERT. STUD, TYP.0.131"Ø x 314" @ 6"oc(FACE NAIL PER 1/S3.1@ SHEAR WALLS)TOP PLATE PER 17/S3.2HEADER PER PLAN2x HEADER @ OPENING w/(2)0.131"Ø x 314" TOENAILSEA. ENDSTUDS PER PLANFASTENED TOGETHERw/ 0.131"Ø x 314" @ 6"oc[(1)2x U.O.N.]CRIPPLESTUDS NOTREQ'D IFLESS THAN 24"CRIPPLE STUDS TOMATCH WALL STUDSADD'L FULLHEIGHT STUDHEADER PER PLANFOOTING PER 1/S3.3"H" PER PLANPER PLANCONT. TOP PLATE PER17/S3.2 FASTEN TO HEADERw/ 0.131"Ø x 314" @ 6"ocHEADER PER PLAN(EXTEND TO CORNER)HOLD DOWN PER PLAN(APPLY OVER SHEATHING)#4 @ 16"oc, VERT(HOOK AROUNDFTG. REINF.)#4 @ 16"oc,HORIZPANEL EDGE NAILINGFULL HEIGHT (HALF EA. STUD)PANEL EDGENAILINGANCHOR BOLTS PER 1/S3.1ADD'L STUD112" TYP.(2)2xPER PLAN((2)2x MIN.)STRAP HOLD DOWN PER PLANAPPLIED OVER SHEATHINGSTEM WALL PERFOUNDATION PLAN(2)2x STUD - NAIL SHEATHINGTO EACH MEMBER w/ HALF OFSHEATHING NAILSMUDSILL ANCHORS PER 1/S3.1112"STRAP HOLD DOWN PER PLANAPPLIED OVER SHEATHINGSTEM WALL PERFOUNDATION PLAN(2)2x STUD - NAIL SHEATHINGTO EACH MEMBER w/ HALF OFSHEATHING NAILSMUDSILL ANCHORS PER 1/S3.1112"*NO NAILSBOTTOM 2HOLES*12"112"MUDSILL ANCHORS PER 1/S3.1STEM WALL PERFOUNDATION PLANSTRAP HOLD DOWN PER PLANAPPLIED OVER SHEATHING(2)2x STUD - NAIL SHEATHINGTO EACH MEMBER w/ HALF OFSHEATHING NAILSSOLID BLOCKING112"12"PANEL EDGE NAILING(HALF EA. STUD)STEM WALL PERFOUNDATION PLANShare (16)16d Sinkers CMSTC16 STRAPEXTENSIONSTRAP HOLD DOWNPER PLAN APPLIEDOVER SHEATHING(2)2x STUD, U.O.N.SOLID BLOCKING25"RIM OREND TRUSSHEADERPER PLANSTUDS PER PLANFASTENED TOGETHERPER SHEAR WALLSCHEDULEADD'L FULLHT STUDTOP PLATESTRAP HOLDOWN PERPLAN (WRAP HEADER ASREQ'D)1'-4" 1'-4"CS16x3'-0" STRAP(WRAP AT TOP AS REQ'D)PER PLAN SOLID BLOCKING BELOWBUILT-UP STUDSRIM OREND TRUSSHEADERPER PLANSTUDS PER PLAN FASTENEDTOGETHER PER SHEARWALL SCHEDULEADD'L FULLHT STUDTOP PLATE1'-4"(2)CS16x3'-0" STRAPS(WRAP AT TOP AS REQ'D)STRAP HOLDOWN PERPLAN (WRAP HEADER ASREQ'D)SOLID BLOCKING BELOWBUILT-UP STUDS2'-1" 2'-0" EMBED HDU HOLD DOWN PER PLANw/ SB1x30 Simpson Anchor Bolt(2)2x STUD - NAIL SHEATHINGTO EACH MEMBER w/ HALF OFSHEATHING NAILSSTEM WALL PERFOUNDATION PLANMUDSILL ANCHORS PER 1/S3.116" EMBEDFOOTING PER PLANANCHOR BOLTS PER 1/S3.1HOLD DOWN AND A.B. PERPLAN(2)2x STUD - NAIL SHEATHINGTO EACH MEMBER w/ HALF OFSHEATHING NAILSTHIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE QUADRANT CORPORATION 15900 SE Eastgate Way, Suite 300 Bellevue, Washington 98008 (425) 455-2900SHEET ONWFOETATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORERE ENIGNQuadrant Homes Designer:Engineering: BTL ENGINEERING P.S. 19011 Woodinville Snohomish Road NE, Suite 100 PHONE: 425-814-8448 FAX: 425-821-2120 WOODINVILLE, WA 98072-4436 2/19/2019PLAN ID:06LCPLAN: L430-06LC Date By Description 10/31/2018 BTL Permit Set 2/19/2019 BTL Resubmittal/Revisions1134567811131415161819202101712S3.2LakeviewDetailsPR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 FOOTING PER PLANJOIST BLOCKING @BEARING WALLS1'-4"1'-6" MIN 8"2x6 P.T. PLATE w/ A.B.'s &PLATE WASHERS PER 1/S3.1#4 @ 18"oc, VERT.(ALT. HOOKS)#4 @ 18"oc, HORIZ.#4, TOP(2)#4, BOTTOM5"6"5"(U.O.N.)4'-0" MAX *UNBALANCEDFILLALT. ANCHOR BOLT2x6 P.T. PLATE w/ MUDSILLANCHORS PER 1/S3.11'-4"8"5"11"SLAB-ON-GRADEPER PLANFOOTING ANDREINF. PER 1/S3.3SHEATHING PER 1/S3.1SLAB-ON-GRADEPER PLANSTEM WALL AND FOOTINGPER 1/S3.3MUDSILL PER 1/S3.1 &1/S3.32x STUD WALLPER PLANPANEL EDGE NAILINGLOCATE VENTS BETWEENJOISTS AND 1'-0" MIN.FROM HOLDDOWNS &POINT LOADSFOOTINGS AND STEMWALLS PER PLANADJUST STUD SPACINGAS REQ'DJOISTS PER PLANSHEATHING NAILS @ 4"oc2x4 FLAT BLOCKING @48"oc (NOT REQUIRED IFUNBALANCED FILL < 2'-0")DIAPHRAGM BOUNDARYNAILINGSHEATHING PER PLANJOISTS PER PLANFACE MOUNT HANGERPER PLANSHEATHING PER 1/S3.12x STUD WALL PER PLANSHEAR WALL EDGE NAILINGSTEM WALL AND FOOTINGPER 1/S3.3 (PER 1/S2.1 @RETAINING WALLS)DIAPHRAGM BOUNDARYNAILING0.131"Ø x 312" @ 6"ocSHEATHING PER PLANSTEM WALL AND FOOTINGPER 1/S3.3 (PER 1/S2.1 @RETAINING WALLS)114 RIM BOARD0.131"Ø x 312" @ 6"ocSHEATHING PER 1/S3.12x STUD WALL PER PLANSHEAR WALL EDGE NAILINGP.T. 2x8 RIPPED MUDSILL14" MAXIMUM VARIATIONFROM INSIDE FACE OF CONCBUILDING PAPER BEHINDJOISTS - MAXIMUM GAP12" BETWEEN JOIST & MUDSILL2x4 x 12" EA. SIDEw/ (4)0.131"Ø x 312" EA. MEMBERBEAM PER PLANPOST PER PLAN w/2 LAYERS BLDGPAPER BETWEENPOST & CONCRETEEPS4Z orSIMILARPOST BASEREINF. PER PLANBEARING WALL(WHERE OCCURS)JOISTS PER PLAN12"Ø PLINTHw/(3)#4 VERT@ SLOPEPOST PER PLAN TREATED& WRAPPED TO PREVENTCONTACT w/ CONCRETEFOOTING PER PLANREINF. PER PLAN12"Ø PLINTH w/(3)#4 VERTEPS4Z or SIMILARPOST BASE(PB66 or SIMILAR@ 6x6 POST)POST CAP PER PLANBEAM PER PLAN(CONTINUOUS or SPLICE@ CENTER OF POST,WHERE OCCURS)POST PER PLAN(2)SDWS22400 EA.RAFTER INTO POSTRAFTERS STRADDLINGPOST PER PLANPOST PER PLANW22X.XXW22X.XX*SEE 1/S2.1 (RETAINING WALLSCHEDULE) WHENUNBALANCED FILL EXCEEDS4'-0"VARIESVARIESBEAM PER PLANJOISTS PER PLANDECKING PER ARCH'LHANDRAIL PER ARCH'LHANGERS PER PLAN(PROTECTED FORTREATED WOOD)SHEATHING PER 1/S3.12x STUD WALL PER PLANCONTINUOUS TOP PLATE(SPLICE PER 17/S3.2)JOISTS PER PLANHEADER PER PLAN(WHERE OCCURS)SHEATHING PER PLAN114" LSL RIM BOARDDIAPHRAGM BOUNDARYNAILING12d @ 6"ocSHEAR WALL EDGE NAILINGSHEAR WALL EDGE NAILINGSQUASH BLK'G UNDERPOSTS/BUILT UP STUDS(MATCH AREA)JOISTS PER PLANSHEATHING PERPLANDIAPHRAGM BOUNDARYNAILINGJOIST BLOCKING @48"ocSHEATHING NAILS @ 4"ocSQUASH BLK'G UNDERPOSTS AND BUILT UP STUDSABOVE (MATCH SIZE ABOVE)CONTINUOUS TOP PLATE(SPLICE PER 17/S3.2)114" LSL RIM BOARDSHEAR WALL EDGE NAILING12d @ 6"ocSHEAR WALL EDGE NAILINGSHEAR WALL EDGE NAILINGSHEAR WALL EDGE NAILINGJOISTS PER PLANSHEATHING PER PLANFLUSH BEAM PER PLANHANGERS PER PLAN2x STUD WALL PER PLANCONT. TOP PLATE(SPLICE PER 17/S3.2)JOISTS PER PLANSHEATHING PER PLANJOIST BLOCKING12d @ 6"oc(FACE NAIL PER 1/S3.1@ SHEAR WALLS)12d TOENAILS @ 6"ocSQUASH BLK'G UNDERPOSTS AND BUILT UP STUDSABOVE (MATCH SIZE ABOVE)4x6 HEADER @ CRAWLSPACE ACCESSSTEM WALL PER PLANDECKING PER ARCH'LDECK JOISTS PER PLANHANGERS PER PLAN(PROTECTED FOR TREATEDWOOD)WHERE SHOWN ON PLAN,DTT1Z PER PLAN w/ SDWH(3" MIN. PENETRATION)ANCHOR & (3)SD#9 x 112"INTO UNDERSIDE BRACINGSHEATHING PER 1/S3.1SLAB-ON-GRADEPER PLANSTEM WALL AND FOOTINGPER 1/S3.3MUDSILL PER 1/S3.1 &1/S3.32x STUD WALLPER PLANPANEL EDGE NAILINGSHEATHING PER 1/S3.1SLAB-ON-GRADEPER PLANSTEM WALL AND FOOTINGPER 1/S3.32x STUD WALLPER PLAN58"Ø ANCHOR BOLTS w/STANDARD WASHERS(ANCHOR BOLTS & PLATEWASHERS PER 1/S3.1@ SHEAR WALLS)SLAB-ON-GRADEPER PLANSHEATHING PER 1/S3.1@ SHEAR WALLS(2)#4 CONT.STUD WALL PER PLANPER PLAN1'-0"2x6 P.T. PLATEPANEL EDGE NAILINGSHEATHING PER 1/S3.1@ SHEAR WALLS2x STUD WALL PER PLANCONT. TOP PLATE(SPLICE PER 17/S3.2)JOISTS PER PLANHEADER PER PLAN(WHERE OCCURS)SHEATHING PER PLAN114" LSL BLOCKINGDIAPHRAGM BOUNDARYNAILING12d TOENAILS @ 6"ocFRAMING CLIPSPER 1/S3.1POST ABOVE PER PLAN(WHERE OCCURS)P.T. 2x10 LEDGER w/ (2)ROWS SDWS22400DB @12"oc EA. ROW, STAGGEREDUNDERSIDE BRACINGPER PLANTHIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE QUADRANT CORPORATION 15900 SE Eastgate Way, Suite 300 Bellevue, Washington 98008 (425) 455-2900SHEET ONWFOETATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORERE ENIGNQuadrant Homes Designer:Engineering: BTL ENGINEERING P.S. 19011 Woodinville Snohomish Road NE, Suite 100 PHONE: 425-814-8448 FAX: 425-821-2120 WOODINVILLE, WA 98072-4436 2/19/2019PLAN ID:06LCPLAN: L430-06LC Date By Description 10/31/2018 BTL Permit Set 2/19/2019 BTL Resubmittal/Revisions11345679111314151618192028101712S3.3LakeviewDetailsPR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONFor edge distance, see SimpsonC-C-2017 Pages 340 and 341REVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019 SHEATHING PER PLAN(2212"x6'-0" ACCESS HOLE)DIAPHRAGM BOUNDARYNAILINGGIRDER TRUSS PER PLANVALLEY OVERFRAMINGPER TRUSS MFR.TRUSSES PER PLANHANGERS PERTRUSS MFR.2x6 FLAT @ 24"oc FULLLENGTH OF SHEAR WALLw/ (3)SDS25412 INTO TOPPLATE & (2)SDS25300INTO EA. TRUSS2x STUD WALL PER PLANPANEL EDGE NAILINGTRUSSES PER PLANCONT. TOP PLATE(SPLICE PER 17/S3.2)SHEATHING PER SHEARWALL SCHEDULEDIAPHRAGM BOUNDARY NAILINGSHEATHING PER 1/S3.12x STUD WALL PER PLANHEADER PER PLAN(WHERE OCCURS)TRUSSES PER PLANSTRONGBACKS PERTRUSS MFR.END TRUSS w/ STUDS@16"ocCONT. TOP PLATE(SPLICE PER 17/S3.2)SHEAR WALL EDGE NAILINGSHEAR WALL EDGE NAILINGFACENAIL PER 1/S3.1DIAPHRAGM BOUNDARYNAILINGSQUASH BLK'G UNDERPOSTS @ PT. LD.SHEATHINGPER PLANSHEATHING PER PLANDIAPHRAGM BOUNDARYNAILINGFACENAIL PER 1/S3.12x4 BLOCKINGTOP CHORD BEARINGTRUSSES PER PLAN-ATTACHTO BEAM W/ (2)12d TOENAILSBEAM PER PLAN12"MAXHANGER PER TRUSS MFRMONO TRUSSES PER PLAN -HOLD BACK TOP CHORDFOR LEDGER, EXTENDBOTTOM CHORDDIAPHRAGM BOUNDARYNAILING2x4 LEDGER w/(2) 0.131"Ø x 312" EA. STUD℄ 14"20°-30°HEADER PER PLAN(WHERE OCCURS)2x STUD WALL PER PLANSHEATHING PER 1/S3.1@ SHEAR WALLS2x4 VENTED BLOCKINGTRUSSES PER PLAN(SCISSOR WHERE OCCURS)CONTINUOUS TOP PLATE(SPLICE PER 17/S3.2)H1 CLIP EA. TRUSSPANEL EDGE NAILINGDIAPHRAGM BOUNDARYNAILINGSHEATHING PER PLANTimberLOK TLOK6EA. TRUSSALT. to H1HEADER PER PLAN(WHERE OCCURS)2x STUD WALL PER PLANSHEATHING PER 1/S3.1@ SHEAR WALLSTRUSSES PER PLANCONTINUOUS TOP PLATE(SPLICE PER 17/S3.2)DIAPHRAGM BOUNDARYNAILINGEND TRUSS w/ STUDS @ 24"ocNOTCHED FOR OUTRIGGERSDESIGN FOR 15psf WIND LOAD0.131"Ø x 314" TOENAILS @ 6"ocSHEATHING PER PLANGABLE BRACING PERTRUSS MFR. (AS REQ'D)PANEL EDGE NAILINGG.W.B. CEILING2x G.W.B. NAILER w/12d @ 6"ocHEADER PER PLAN(WHERE OCCURS)SHEATHING PER PLAN2x STUD WALL PER PLANSHEATHING PER 1/S3.1@ SHEAR WALLSTRUSS OR 2x BLOCKINGw/ 0.131"Ø x 314"TOENAILS @ 6"ocSTUB TRUSSESPER PLANCONTINUOUS TOP PLATE(SPLICE PER 17/S3.2)H1 CLIP EA. TRUSSDIAPHRAGM BOUNDARYNAILINGPANEL EDGE NAILING1" MIN.DIAPHRAGM BOUNDARY NAILINGFACE NAILING PER 1/S3.1TRUSS PER PLANCONTINUOUS TOP PLATE(SPLICE PER 17/S3.2)PANEL EDGE NAILING716 OSB FULL LENGTHOF SHEAR WALL2x STUD WALL PER PLANSHEATHING PER 1/S3.1FRAMING CLIPSPER 1/S3.1NAILINGPER 1/S3.1SHEATHING PER 1/S3.12x STUD WALL PER PLANHEADER PER PLAN(WHERE OCCURS)SHEAR WALL EDGE NAILINGSHEAR WALL EDGE NAILINGFACENAIL PER 1/S3.1DIAPHRAGM BOUNDARYNAILINGSHEATHINGPER PLANTRUSSESPER PLAN2x6 RIM BOARDTOP & BOTTOMCONT. TOP PLATE(SPLICE PER 19/S3.1)FRAMING CLIPSPER 1/S3.1 (NOTREQUIRED IFPLYWOOD LAPS)SQUASH BLK'G UNDERPOSTS @ PT. LD.SHEATHING PER 1/S3.12x STUD WALL PER PLANCONT. TOP PLATE(SPLICE PER 19/S3.1)TRUSS PER PLANHEADER PER PLAN(WHERE OCCURS)SHEATHING PER PLANTRUSS BLOCKINGDIAPHRAGM BOUNDARYNAILINGFACENAIL PER 1/S3.1SHEAR WALLEDGE NAILINGFRAMING CLIPSPER 1/S3.1BEAM PER PLAN(GIRDER WHERE OCCURS)TOP CHORD BEARING TRUSSESPER PLAN-ATTACH TO BEAMw/ (2)0.131" x 314" TOENAILS(BOTH SIDES, WHERE OCCURS)(2) 2x4 BLK'G WHERE WALLABOVE OCCURS12"MAX12" MAXSHEATHING PER PLANSHEATHING PER 1/S3.1HEADER PER PLAN(WHERE OCCURS)2x STUD WALL PER PLANCONT. TOP PLATE(SPLICE PER 17/S3.2)TRUSS PER PLANTRUSS BLOCKINGDIAPHRAGM BOUNDARYNAILINGSHEAR WALL EDGE NAILINGFRAMING CLIPSPER 1/S3.1Rafters per PlanAWNING DETAIL(w/ DOWNSPOUT)AWNING DETAIL(w/OUT DOWNSPOUT)Rafters per PlanStructural Fascia per PlanA35 one face, each end(TYP)Structural Fascia per PlanA35 one face, each end(TYP)Ledger Per Plan w/ (2)SDWS22400Screws @ 16"oc into Studs, Rim,or End TrussLedger Per Plan w/ (2)SDWS22400Screws @ 16"oc into Studs, Rim,or End Truss* SEE 12/S3.4 @ RAISED HEEL CONDITION2x4 VENTED BLOCKINGHEADER PER PLAN(WHERE OCCURS)2x STUD WALL PER PLANSHEATHING PER 1/S3.1@ SHEAR WALLSTRUSSES PER PLAN(SCISSOR WHERE OCCURS)CONTINUOUS TOP PLATE(SPLICE PER 17/S3.2)H1 CLIP EA. TRUSSPANEL EDGE NAILINGDIAPHRAGM BOUNDARYNAILING0.131"Ø x 314" TOENAILS@ 6"ocSHEATHING PER PLAN(2212"x6'-0" ACCESS HOLE)VALLEY OVERFRAMINGPER TRUSS MFR.12" MAXDIAPHRAGM BOUNDARYNAILINGHEADER PER PLAN(WHERE OCCURS)SHEATHINGPER PLAN2x STUD WALL PER PLANSHEATHING PER 1/S3.1@ SHEAR WALLSTRUSS BLOCKINGTRUSSES PER PLANCONTINUOUS TOP PLATE(SPLICE PER 7/S3.2)H1 CLIP EA. TRUSSSHEAR WALL EDGE NAILINGDIAPHRAGM BOUNDARYNAILINGHEADER PER PLAN(WHERE OCCURS)SHEATHING PER PLAN2x STUD WALL PER PLANSHEATHING PER 1/S3.1@ SHEAR WALLSTRUSS BLOCKINGw/ 2x6 TOP CHORDTRUSSES PER PLANCONTINUOUS TOP PLATE(SPLICE PER 7/S3.2)H1 CLIP EA. TRUSSSHEAR WALL EDGE NAILINGHEADER PER PLAN(WHERE OCCURS)2x STUD WALL PER PLANSHEATHING PER 1/S3.1@ SHEAR WALLS2x6 BLOCKING(VENT AS REQ'D)SHEAR WALL EDGE NAILINGPER 1/S3.1 (TYP.)PANEL EDGE BREAKDIAPHRAGM BOUNDARYNAILINGSHEATHING PER PLANTRUSSES PER PLANw/ 2x4 PARAPETCONTINUOUS TOP PLATE(SPLICE PER 7/S3.2)℄ 14"20°-30°ALT. to H1DIAPHRAGM BOUNDARYNAILINGBEAM PER PLANSHEATHING PER PLAN2x FULL DEPTH BLOCKINGTRUSSES PER PLANH1 CLIP EA. TRUSSTimberLOK TLOK6EA. TRUSSBEAM PER PLAN(GIRDER WHERE OCCURS)TRUSSES PER PLANHANGERS PER TRUSS MFR.SHEATHING PER 1/S3.12x STUD WALL PER PLANHEADER PER PLAN(WHERE OCCURS)SHEAR WALL EDGE NAILINGSHEAR WALL EDGE NAILINGFACENAIL PER 1/S3.1DIAPHRAGM BOUNDARYNAILINGSHEATHINGPER PLANTOP CHORD BEARINGTRUSSES PER PLANCONT. TOP PLATE(SPLICE PER 19/S3.1)FRAMING CLIPSPER 1/S3.1 (NOTREQUIRED IFPLYWOOD LAPS)(2) 2x4 BLOCKING2x4 VENTED BLOCKING2x4 BRACING w/ A34TOP & GBC BOTTOM(PER CITY OF RENTON)THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE QUADRANT CORPORATION 15900 SE Eastgate Way, Suite 300 Bellevue, Washington 98008 (425) 455-2900SHEET ONWFOETATS ASHINGTSLARUTCURT35666B R EPMAL.TNAI R E ENIGNE PLANOISSEFORERE ENIGNQuadrant Homes Designer:Engineering: BTL ENGINEERING P.S. 19011 Woodinville Snohomish Road NE, Suite 100 PHONE: 425-814-8448 FAX: 425-821-2120 WOODINVILLE, WA 98072-4436 2/19/2019PLAN ID:06LCPLAN: L430-06LC Date By Description 10/31/2018 BTL Permit Set 2/19/2019 BTL Resubmittal/Revisions11345679111314151618192028101712S3.4LakeviewDetailsPR16000315B19006362_V2REVISION Received: 03/06/2019 / lwalkerBUILDING DIVISIONREVIEWEDBy: Alan Findlay, P.E. Date: 03/07/2019 APPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 04/19/2019