PERMIT_Garage038070807080708070GENERAL NOTES:1. Construction shall conform to the 2018 edition of the International Residential Code and all applicable regulations adopted by the authority having jurisdiction.2. Construction documents for this work have been prepared in accordance with generally accepted architectural and engineering practice to meet minimum requirements of the 2018 edition of the IRC.3. In the event of conflict between pertinent codes and regulations and referenced standards of these drawings and specifications, the more stringent provisions shall govern.4. Contractor shall be responsible for all materials, construction methods, craftsmanship, procedures and conditions (including safety).5. Contractor shall verify all existing conditions, requirements, notes, and dimensions shown on drawings or noted in specifications. Any variances within drawings and specifications, or with conditions encountered at job site, shall be reported in writing to the architect before commencement of any work affected by such variance.6. Contractor shall rigidly adhere to all laws, codes, and ordinances, which apply to this work. Contractor shall notify and receive written clarification from the architect of any variations between contract documents and governing regulations.7. The contractor shall make no structural changes without written approval of the architect or engineer of record.8. The architect assumes no responsibility for construction conformance, means, methods, techniques or procedures of on-site work relating to the construction plans.9. All manufactured materials, components, fasteners, assemblers, etc., shall be handled and installed in accordance with manufacturer's instructions and provisions of applicable industry standards. Where specific manufactured products are called for, generic equals that meet applicable standards and specifications may be used.10. All materials used to be selected and installed in accordance with state, federal, national and local codes and installed in accordance with manufacturers recommended installation procedures.11. Construction loads shall not overload structure nor shall they be in excess of design loadings indicated herein.12. Drawings and specifications are intended to provide the basis for the proper completion of the Project suitable for the intended use of the Owner.13. Items not expressly set forth but which are reasonably implied or necessary for the proper performance of this work shall be included.14. Inspect substrates and report unsatisfactory conditions in writing. Do not proceed until unsatisfactory conditions have been corrected.15. Unless noted otherwise, all horizontal dimensions are framing to framing of lumber or to face of concrete. All vertical dimensions are to top of structural floor sheathing or roof sheathing.16. Do not scale drawings. Use dimensions as indicated for all locations.17. All construction documents are complimentary, and what is called for by any will be binding as if called for by all. any work shown or referred to on any construction documents shall be provided as though on all related documents. The construction documents are provided to illustrate the design and general type of construction, material and workmanship throughout. the general contractor, in assuming responsibilities for the work indicated, shall comply with the spirit as well as the letter in which they were written. 18. Deviations from these drawings which are not performed with prior written consent from the architect are solely at the contractor's risk and he shall accept fully liability for same.DRAWING INDEX:SHEETSHEET CONTENTSNISQUALLY LANDING APARTMENTS -GARAGE GENERAL SYMBOLS:DEFERRED SUBMITTALS:SPECIAL INSPECTIONS:SPECIAL INSPECTIONS SHALL BE REQUIRED AS ESTABLISHED BYTHE AUTHORITY HAVING JURISDICTION AND PER STRUCTURAL ENGINEERINGADDITIONAL DEFERRED SUBMITTALS:- ROOF TRUSS SHOP DRAWINGS & ENGINEERINGNISQUALLY LANDING LLCP.O. BOX 1692SUMNER, WA 98390PHONE: (253) 691-2851CONTACT: JEREMY MARTINSONCIVIL ENGINEERHUITT-ZOLLARS1102 BROADWAY, STE. 301TACOMA, WA. 98402PHONE: (253) 627-9131CONTACT: BILL DUNNINGOWNERARCHITECTWATTENBARGER ARCHITECTURE, INC.11000 NE 33rd PLACE SUITE 102BELLEVUE, WA. 98004PHONE: (425) 453-0606CONTACT: TRAVIS MCDANOLD A.I.A.LANDSCAPE ARCHITECTSTRUCTURAL ENGINEERBTL ENGINEERING, INC.19011 WOODINVILLE RD. NE, SUITE 100WOODINVILLE, WA. 98072PHONE: (425) 814-8448CONTACT: BRIAN LAMPEPROJECT TEAM:MECHANICAL, ELECTRICAL, PLUMBING ENGINEERWINDSOR ENGINEERS12009 NE 99TH ST, SUITE 1460, VANCOUVER, WA 98682PHONE: (360) 610-4931CONTACT: JUDE HOMOLAMARATHON DEVELOPMENT160 NW GILMAN BLVD, STE 248ISSAQUAH, WA 98027PHONE: (425) 233-6974CONTACT: ANDREW MONTERODEVELOPERPROJECT DATA:SITE DATA:PROJECT ADDRESS: PARCEL TAX I.D.: LEGAL DESCRIPTION:ZONING: SITE AREA: SETBACKS:MAX. ALLOWABLE BUILDING HEIGHT:PROPOSED BUILDING HEIGHT:MAX. ALLOWABLE LOT COVERAGE: (TOTAL BLDG FOOTPRINTS) PROPOSED LOT COVERAGE: PARKING PROVIDED:R-6GROSS DEVELOPABLE: 249,447 SQ. FT. (5.62 ACRES per Co. Rec.)STREET SETBACK: 20'SIDE YARD: 10'REAR YARD: 10'35 FEETABOUT 12' 0" to Midpoint of Roof40% OF SITE 32% (79,823 SQ. FT.) 116 SPACESPROJECT DESCRIPTION: CONSTRUCTION TYPE: TYPE VBOCCUPANCY CLASSIFICATIONS: S-1FIRE SPRINKLER: NO17021 103rd AVE SE, YELM, WA 9859764303100500Section 29 Township 17 Range 2E Quarter NW NE Plat MCKENNA IRRIGATED TRACTS BLK 31 LT 4 & 5 Document 009/044 E 282F LYING WLY OF NLY EXT OF E LN OF LT 10 BLK 31 LESS CC 09-2-032159-4ASSOCIATED SUBMITTALS:PREVIOUS APPROVALS & RELATED PERMITS: CIVIL PLAN REVIEW APPLICATION PERMIT #: 2021.0579.CI0022CITY OF YELM DEVELOPEMENT PROJECT #: MU 2021.0023CITY OF YELM, WASHINGTON SITEVICINITY PLANNOT TO SCALETRUENORTHSR 507170th STREET SE101REFERENCESDOOR SCHEDULEREFERENCES ASSEMBLIES SCHEDULEREFERENCESWINDOW SCHEDULEREFERENCES KEYNOTE LEGENDPLAN KEYNOTEWINDOW TYPEDOOR NUMBERFIRE-RATED ASSEMBLY TYPEDETAIL CUTSHEET NUMBERDETAIL NUMBER1View Name1/8" = 1'-0"A102A101DRAWING BLOCK TITLESHEET NO.REFERENCING SHEET NO.VIEW NUMBER(VIEW SCALE)BUILDING SECTION CUTDETAIL NUMBERSHEET NO.DETAIL NUMBERSHEET NO.WALL SECTION CUTENLARGED DETAIL OR PLANDETAIL NUMBERSHEET NO.EXTERIOR ELEVATIONSA10112DETAIL NUMBERSHEET NO.INTERIOR ELEVATIONSA1011234DETAIL NUMBERSHEET NO.ROOM NAME & ROOM NUMBER1REFERENCES REVISION SCHEDULEDRAWING REVISIONPROPERTY CORNER, BUILDING LEVEL OR SPOT ELEVATIONW00VIEW REFERENCESOBJECT REFERENCES1A101SIM1A101SIM1A101SIM1A101SIMANEW GRIDLINES1ARoomname101TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-GARAGE_4_central_todds@wattenbarger.com.rvtAs indicated1/6/2022 3:39:56 PMG3-PDCheckerA12/22/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsPROJECT DATARevision Schedule# DESCRIPTION DATE-3G3-PD PROJECT DATA 12/22/21G 101 SITE PLAN 12/22/21G3-A1 FLOOR PLANS, ELEVATIONS 12/22/21G3-A2 SECTIONS, DETAILS 12/22/21S101 GENERAL NOTES 12/22/21S201 FOUNDATION PLAN 12/22/21S202 ROOF FRAMING PLAN 12/22/21S601 DETAILS 12/22/21S602 DETAILS 12/22/21S603 DETAILS 12/22/21CONSTRUCT A GARAGE BUILDING, TYPE VB-WOOD FRAME CONSTRUCTION.
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1° 36' 54"892.88'SW88° 23' 06"
282.00'
N W1° 36' 54"636.99'NEGARAGE 1 GARAGE 5GARAGE 6GARAGE 2GARAGE 3GARAGE 4BUILDING ASEPARATE PERMITBUILDING CSEPARATE PERMITBUILDING BSEPARATEPERMITTRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-GARAGE_4_central_todds@wattenbarger.com.rvt1" = 30’−0"1/4/2022 11:14:38 AMG 101CheckerB12/22/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsSITE PLAN1" = 30'-0"G1-A2G 1011SITE PLANRevision Schedule# DESCRIPTION DATE
FINISH MATERIALS:01- 10 3/4" LAP SIDING02-CONCRETE05- AGGREGATE06- EARTH07-GWB04- ASPHALT SHINGLE10-WOOD TRIMG38070807080708070GARAGE 3G3-A15G3-A17G3-A161G3-A2SLOPES 4" PER LENGTH OF SLAB SLOPES 4" PER LENGTH OF SLAB SLOPES 4" PER LENGTH OF SLAB SLOPES 4" PER LENGTH OF SLAB 11' - 7 1/2"11' - 2"11' - 2"11' - 2"5' - 9 3/4"11' - 2"11' - 2"11' - 2"5' - 9 3/4"45' - 1 1/2"8G3-A218' - 1"18' - 0"1' - 6"1' - 11 3/4"21' - 8 3/4"1' - 6"W02bW02W02W02W05G3-PD1G3-A15G3-A17G3-A161G3-A23G3-A2Sim4" / 12"4" / 12"ROOF JACK VENT, TYP.EAVE VENT, TYP.G3-PD11' - 7"37' - 7"2' - 1"2' - 1"G3-A15G3-A17G3-A161G3-A2F3F3F3F3G3-PD180708070807080701G3-A284' - 3 1/2"041001?011G3-A284' - 3 1/2"0410?0125' - 11"10?4" 12"4" 12"9' - 7 7/8"TRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-GARAGE_4_central_todds@wattenbarger.com.rvtAs indicated1/4/2022 11:12:43 AMG3-A1CheckerC12/22/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsFLOOR PLANS,ELEVATIONSN1/8" = 1'-0"G1-A2G3-A11FLOOR PLAN - G31/8" = 1'-0"G1-A2 G3-A14ROOF PLAN - G31/8" = 1'-0"G1-A2 G3-A12REFLECTED CEILING PLAN - G31/8" = 1'-0"G3-A1 G3-A17WEST ELEVATION - G31/8" = 1'-0"G3-A1 G3-A15EAST ELEVATION - G31/8" = 1'-0"G3-A1 G3-A16NORTH & SOUTH ELEVATION - G3Revision Schedule# DESCRIPTION DATE
INSULATION BAFFLES ATBIRD BLOCKINGPROVIDE VENTING AT ALLTRUSS BLOCKINGCONT. METAL FLASHINGW/ DRIP EDGE5" WIDE CONT. METAL GUTTERMETAL FERRULES 36" OC MAX1x8 FASCIA BOARDFIBER CEMENT CLADDINGPER ELEVATIONSWEATHER BARRIERWALL ASSEMBLY PERPLANS AND SCHEDULES1ST FLOOR0' -0"ROOF9' -0"PREMANUFACTUREDROOF TRUSSES AT 24" O.C.7' - 0"GARAGE 3DOOR OPENING9' - 0"W02 - 1/2" GWB O.E.S.8' X 7' GARAGE DOORHEADER PER STRUCTURAL2x BLOCKING W/ 2" DIA. HOLES AT 6" O.C. EA BAY W/ METAL SCREENS (VENTED BLOCKING REQ. ONLY IF ATTIC IS ENCLOSED)FLOURESCENT LIGHT FIXTUREROOF JACKVENT - LOCATEPER ROOF PLAN5/8" GWB CEILINGFASTENED TO CEILING TRUSS2x BLOCKING W/ 2" DIA.HOLES AT 6" O.C. EA BAY W/METAL SCREENS4" SLOPED CONC. SLAB1' - 11 3/4"2' - 0"4' - 7 1/2"G3-A22SimG3-A25SimG3-A29SimPERF. FOOTING DRAIN &FREE DRAINING FILL WRAPPEDWITH FILTER FABRIC10 MIL. POLY VAPOR BARRIER O/ CRUSHED ROCK SUBGRADE FOOTING AND STEMWALL PER STRUCTURAL ANCHOR BOLT PER STRUCTURALP.T. SILL PLATECLADDING PER ELEVATIONSWEATHER BARRIER, LAP OVER S.A.M.6" MINCOMPATIBLE SEALANTROOF PER PLANS AND ASSEMBLY SCHEDULE2x OUTRIGGERS, CONNECTIONSAND SPACING PER STRUCTURALRAKE EDGE FLASHINGBRACING PERSTRUCTURALBUILT-UP FASCIAPER ELEVATIONSFIBER CEMENTCLADDING PERELEVATIONS,NOTCHED ATOUTRIGERSCONT. WEATHERBARRIERGABLE END TRUSS PERSTRUCTURAL, NOTCHEDFOR OUTRIGGERSWALL ASSEMBLY PER PLANSAND SCHEDULE4" REINF. CONC. SLAB OVER 2" SANDBED OVER VAPOR BARRIER OVER 6"COMPACTED CRUSHED ROCKTYP. SLAB ON GRADE CONSTRUCTIONASPHALT COMP. SHINGLES PER SPECS OVER EXTERIOR ROOFSHEATHING OVER MANUFACTUREDROOF TRUSSES @ 24" O.C. WITH1/2" OR 5/8" GWB UNDERSIDE OF TRUSSESTYP. ROOF/CEILING CONSTUCTIONTYP. NON-RATED INTERIOR WALL ASSEMBLY2X4 FRAMING WITH 5/8" GYPSUM WALLBOARDON BOTH SIDES2x BLOCKINGPRE MANUFACTURED ROOF TRUSSES AT 24" O.C.2x BLOCKING1ST FLOOR0' -0"ROOF9' -0"ASPHALT COMP. SHINGLES PER SPECS OVER EXTERIOR ROOFSHEATHING OVER MANUFACTUREDROOF TRUSSES @ 24" O.C. WITH1/2" OR 5/8" GWB UNDERSIDE OF TRUSSES10 3/4" LAP SIDING1x8 WOOD FASCIATYP. EAVE CONSTRUCTIONSTEEL CONNNECTOR PERSTRUCTURAL2x BLOCKING W/ 2"DIA. HOLESAT 6" O.C. EA. BAY W/ METALSCREENS (VENTED BLOCKINGREQ. ONLY IF ATTIC IS ENCLOSED)TYP. ROOF/CEILING CONSTUCTION4" REINF. CONC. SLAB OVER 2" SANDBED OVER VAPOR BARRIER OVER 6"COMPACTED CRUSHED ROCKTYP. SLAB ON GRADE CONSTRUCTION4 & 6 BAY GARAGE4x10 HEADER PER STRUCTURALCONT. METAL GUTTERTYP. NON-RATED EXTERIOR WALL ASSEMBLYFIBER CEMENT CLADDING PER ELEVATIONS O/ MOISTURE BARRIER O/ 7/16" APA RATEDSHEATHING, FASTENING PER STRUCT., O/2X4 FRAMING AT SPACING PER STRUCT. W/1/2" GYPSUM WALLBOARD AT INTERIOR SIDEWD. OR FIBER CEMENTCORNERBOARDS, 2X4NOMINAL, WEATHER-CUT & SEAL ALL JOINTS, PAINT COLOR TO MATCH ADJACENT CLADDINGCONTINUOUS COMPATIBLE SEALANTWEATHER BARRIER,LAP 12" MIN. AT CORNER,TAPE ALL SEAMSFIBER CEMENT CLADDINGPER ELEVATION KEYNOTESRAINSCREEN VERT. FURRING STRIPSTRAVIS McDANOLDSTATE OF WASHINGTONARCHITECTREGISTERED10635BLDG.DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:Copyright 2020 Wattenbarger Architects, All rights reserved.11000 NE 33rd Pl., Ste. #102 t: 425-453-0606BELLEVUE, WA 98004 f: 425-453-4772 SHEET NO.:C:\Users\todds\Documents\22029-YELM-GARAGE_4_central_todds@wattenbarger.com.rvtAs indicated1/4/2022 11:12:52 AMG3-A2CheckerC12/22/2121717PRESTIGE EQUITY PARTNERS17021 103RD AVE SE YELM WA, 98597Nisqually Landing ApartmentsSECTIONS,DETAILS1" = 1'-0"G3-A2G3-A22TYP. ROOF EAVE G33/8" = 1'-0"G3-A1 G3-A21SECTION C-C G31" = 1'-0"G3-A2 G3-A25TYP. SPREAD FOOTING G31" = 1'-0"G1-A1 G3-A23TYP. ROOF RAKE G31" = 1'-0"G1-A1 G3-A28TYP. INTERIOR WALL SECTION G31" = 1'-0"G3-A2 G3-A29TYP. WALL SECTION G33" = 1'-0"CLADDING - OUTSIDE CORNER WITH CORNERBOARDSRevision Schedule# DESCRIPTION DATE
GENERAL STRUCTURAL NOTES:Live Loads (in accordance with IBC Table 1607.1)Occupancy or UseUniform LiveLoadConcentratedLive LoadNotesFloor, Residential40-psf-Balconies & Decks60-psf-1.5 x Occupancy LoadUninhabitable attic, with storage20-psf-Concurrent with Snow LoadsUnihabitable attic, without storage10-psf-Non-concurrent with Snow LoadsHandrails and Guards-200-lbsAny point, any direction (ASCE 7-16, Section 4.5.1)Wind Design DataASCE 7-16, Chapter 28: Simplified Envelope ProcedureBasic Design Wind Speed (3-sec gust), V100 mphRisk CatagoryIIWind ExposureBInternal Pressure CoefficientN/AExterior Components and Cladding25-psfTopographical Factor, Kzt1.00Seismic Design DataASCE 7-16, Section 12.8: Equivalent Lateral Force ProcedureRisk CatagoryIISeismic Importance Factor, Ie1.0Mapped Spect. Accel., Short Period, SSMapped Spect. Accel., 1-Sec, S11.2790.461Site ClassDSpectral Response Coeff., Short Period, SDSSpectral Response Coeff., 1-Sec, SD10.8520.570Seismic Design CatagoryDBasic Seismic-Force-Resistance SystemPly. Shear WallsResponse Modification Factor, R6.5Seismic Response Coefficient, CS0.14Design Base Shear, V0.14 x WeightSnow Loads(ASCE 7-16, Chapter 7)Ground Snow Load, Pg25-psfFlat Roof Snow Load, Pf = 0.7 Ce Ct Is Pg* Snow Exposure Factor, Ce* Snow Load Importance Factor, Is* Thermal Factor, Ct1.01.01.225-psfDo not adjust for slope or drift unless noted on the Drawings.See Drawings for Additional Loading Criteria.Geotechnical PropertiesSoil Site ClassDAllowable Soil Bearing Pressure3000-psfType or Location of Concrete Construction(Moderate Exposure)Min. 28-Day Compressive Strength, f'cInterior Slabs-on-Grade2500-psiFootings, Basement Walls, Foundation/Stem Walls3000-psi11 Specified compressive strength (f'c) specifications address serviceability requirements. Design strength of concrete is 2500-psi, therefore, strength tests are not required. Provided concrete mix tickets verifying strength specifications.Bar SizeSteel Grade#5 bar and largerGrade 60, fy = 60,000-psi#4 bar and smallerGrade 40, fy = 40,000-psiWelded Wire Fabric shall conform to ASTM A1064/A1064M-18aConditionClear 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"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-Fc┴xFvxExBeams24F-V4DF/DF2400-psi1850-psi650-psi265-psi1800-ksiCamber all glulam beams to 3,500' radius, unless otherwise noted. Glued laminated members exposed toweather or moisture shall be treated with an approved preservative.Member UseProductFbFc┴FvEBeams1.55E 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-psfDowel Type FastenerGradeRequirements at Exterior Use orwhen in Contact w/ Treated LumberInstallationBoltsASTM A307ASTM B 695, Class 55 Galvanizedor Stainless SteelANSI/AWC NDS-2018 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-2018 Section 12.1.3Hole = Rod Ø + (1/32" to 1/16")Washer @ Each NutLag ScrewsASTM A307ASTM A 153 Galvanizedor Stainless SteelANSI/AWC NDS-2018 Section 12.1.4Lead Hole = 0.5 x Shank Ø; Shank Hole = Shank ØWasher @ Lag HeadWood ScrewsASTM A 153 Galvanizedor Stainless SteelANSI/AWC NDS-2018 Section 12.1.5Pilot Hole = 0.75 x Root Ø (Unless Self-Boring)NailsASTM F1667ASTM A 153 Galvanizedor Stainless SteelANSI/AWC NDS-2018 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"CRITERIA:1.1All Materials, workmanship, design, and construction shall conform to the drawings, specifications, and the International Building Code (IBC), 2018 Edition.1.2Design Loading CriteriaThe Design Loading of the Structure is as follows:1.3Structural Drawings shall be used in conjunction with all other project documents for bidding and construction. Contractor shall verify dimensions andconditions 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 in accordance withthe drawings.1.5Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform the work.1.6Contractor-initiated changes shall be submitted in writing to the Architect and Structural Engineer for approval prior to fabrication or construction. Changesshown 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 to details 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 anderection in accordance with instructions prepared by the Supplier.GEOTECHNICAL:2.1Allowable Soil Pressure, Lateral Earth Pressure, and Soil Profile Type are based on the provided Geotechnical Report. If soils are found to be other thanassumed, notify the Structural Engineer for possible foundation redesign. Footings shall bear on firm, undisturbed earth at least 18" below adjacent finishedgrade. Unless otherwise noted, footings shall be centered below columns or walls above. Backfill behind all retaining walls with free draining, granular fill andprovide for subsurface drainage.Soils Report Reference: Proposed Multi-Family Residential Development by Resources, dated June 10, 2019.Project Number: 64303100500.CONCRETE:3.1Concrete shall be mixed, proportioned, conveyed and placed in accordance with IBC Chapter 19 and ACI 318-14. Mix shall be proportioned to produce aslump of 5" or less. All concrete with surfaces exposed to standing water shall be air-entrained with an air-content conforming to ACI 318-14 Table 19.3.3.1.Concrete Strength, based on IBC Section 1904.1, shall be as follows:3.2Reinforcing Steel shall conform to ASTM A615/A615M-18e1 and the following:3.3Reinforcing Steel shall be detailed (including hooks and bends) in accordance with ACI 318-14. Lap all continuous reinforcement (#5 and smaller) 2'-0"minimum. Laps of larger bars (#6 and #7) shall be 3'-0", min. Provide corner bars at all wall and footing intersections and lap 2'-0" minimum. Lap adjacentmats of welded wire fabric 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 structural engineer.3.4Concrete Protection (cover) for Reinforcing Steel shall be as follows:WOOD:6.1Framing Lumber shall be kiln dried or MC-19, and graded and marked in conformance with WCLB Standard Grading Rules for West Coast Lumber 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 AITC Identification Mark andshall be accompanied by an AITC certificate of conformance. Furnish to the following minimum standards:6.3Engineered Wood shown on the drawings are based on product manufactured by Weyerhaeuser in accordance with ICC Report No. ES ESR-1387.Alternate manufacturers may be used subject to review and approval by the Architect and Structural Engineer. All hangers and other hardware not shownshall be designed and supplied by the Joist Manufacturer. Each piece shall bear a stamp or stamps noting the name and plant number of the manufacturer,the grade, the ICC report number, and the quality control agency. Furnish to the following minimum standards:6.4Engineered Wood I-Joists shown on the drawings are based on joists manufactured by Weyerhaeuser in accordance with ICC Report No. ES ESR-1153.Alternate Engineered Wood I-Joists manufacturers may be used subject to review and approval by the Architect and Structural Engineer.6.5Prefabricated Connector Plate Wood Trusses shall be designed by the manufacturer in accordance with TPI 1-2014 for the spans and conditions shown onthe drawings. Wood trusses shall utilize approved connector plates (MITEK, ITW or other approved Truss Plate Manufacturer).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 registered ProfessionalEngineer, 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 Hardware6.6Roof, Floor & Wall Sheathing shall be APA Rated, Exterior or Exposure 1 Plywood or OSB manufactured under the provisions of Voluntary ProductStandards DOC PS-1 or DOC PS-2, or APA PRP-108 Performance Standards and Policies for Structural Use Panels. See Drawings for thickness, spanrating, and nailing requirements. Unless otherwise noted, wall sheathing shall be ½" (nominal) with Span Rating of 24/0. Glue floor sheathing to allsupporting 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 be naturally durablespecies or shall be treated with waterborne preservatives wood in accordance with American Wood Protection Association specification AWPA U1. Membersshall be clearly labeled. Modifed treated members (ripped or end cut) shall be field treated in accordance with specification AWPA M4.6.8Timber Connectors and Proprietary Fasteners shall be "Strong-Tie" by Simpson Company, as specified in their current catalog. Provide number and size offasteners as specified by manufacturer. Connectors shall be installed in accordance with the manufacturer's instructions. Where connector straps connecttwo members, center strap on joint and provide number and size of fasteners as specified by manufacturer, with equal number and size of fasteners in eachmember.Alternate hardware manufacturer substitutions, such as USP Connectors, shall be ICC approval for equal or greater load capacities. All joist hangers andother hardware shall be compatible in size with specified framing members. See Hanger Conversion Table for pre-approved substitutions.Timber Connectors and their fasteners shall be protected from corrosion in accordance with manufacturer's recommendations or ASTM 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-2018.All Metal Fasteners exposed to weather or in contact with treated wood shall be protected from corrosion according to table above. Nuts and bolts exposedto weather or in contact with treated wood shall be galvanized in accordance with ASTM A153/A153M-16a or Stainless Steel. See above for ProprietaryFastener requirements. Do not substitute standard Dowel-Type Fasteners for Proprietary Fasteners unless specifically allowed.WOOD (Continued):6.10Wood 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 conform to IBC Table2304.10.1 or ICC ES ESR-1539. Coordinate the size and location of all openings with Mechanical and Architectural Drawings.B.Wall Framing: Stud wall size and spacing shall be in accordance with the plan notes. Two studs minimum shall be provided at the ends of all walls, ateach side of all openings, and at the ends of all beams and headers. All stud bearing walls on wood framing shall have their lower wood plates attachedto 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 of Built-Up joistbeams 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 timber joists to flushheaders or beams with metal joist hangers in accordance with notes above.F.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 edges and endsof floor and roof sheathing. Provide approved panel edge clips centered between joists/trusses at unblocked roof sheathing edges. All floor sheathingedges shall have approved tongue-and-groove joints. Toenail blocking to supports with framing nails @ 12"oc. At blocked floor and roof diaphragms,provide flat 2x blocking at all unframed panel edges and nail with edge nailing specified.QUALITY ASSURANCE:7.1Special Inspection is not required. Special Inspection shall be in accordance with IBC Section 1704.2. Standard inspections shall be in accordance with IBCSection 110.7.2Structural Observation in accordance with IBC Section 1704.6 is not required.GENERAL
STRUCTURAL
NOTESDATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS
17021 103RD AVE SE YELM WA, 98597
Nisqually Landing Apartments
Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS
ASHINGTSLARUTCURT35666B
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11/19/202111/19/202111/19/2021PERMIT SET11/19/2021G3S101\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\GARAGES\GARAGE 3\DETAILS.dwg, 11/22/2021 4:12:19 AM, 1:1
ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S601BEARING OR SHEAR WALL ABOVEFOUNDATION WALL AND FOOTINGSLAB-ON-GRADE PER PLAN NOTE 1XXSX.XFOOTING CALL-OUT SEE 2/S602P1-XLEGENDDETAIL CALL-OUTFOUNDATION PLAN NOTES:1.Slab-on-grade shall be 4" thick, u.o.n. Slab shall be poured over vapor barrier placed over free-draininggranular fill per Geotechnical Report. One or more of the following should be considered (but are notrequired) to control slab cracking:·Fibrous Admixture·6x6 W1.4xW1.4 WWM at center·Control JointsSee Architectural Drawings for slab depression and slope requirements.2.Provide Construction/Control Joint in Slab per Architectural Drawings. Areas shall be approximatelysquare and 400-sf or less.3.Bottom of Footings shall be set on competent, properly compacted Bearing Soil below Frost Depth.5.Anchor Bolts for Exterior Stud Walls shall be in accordance with P1-6 of the Shear Wall Schedule of1/S601, u.o.n.xx10428161/4"=1'-0"STEP STEM WALLSWHOLD DOWN SCHEDULEPLANCALLOUTSIMPSONHOLDOWNTYPEBOLTDIAMETER /SIMPSON A.B.DETAILREFERENCE/NOTES1CS16x48"STRAP--14/S601 U.O.N.2(2)CS16x48"STRAPS--14/S601 U.O.N.3(3)CS16x48"STRAPS--14/S601 U.O.N.4NOT USED5VERTICALHTS30--BEAM TO POST6HDU5-SDS2.558"Ø ALL-THREAD(A36)13/S602 U.O.N.7HDU5-SDS2.5SB 58 x 2417/S602 U.O.N.8HDU8-SDS2.5SB 78 x 2417/S602 U.O.N.9HDU11-SDS2.5SB 1 x 3017/S602 U.O.N.SLAB-ON-GRADEPER PLAN NOTE 1(ELEV. VARIES)P1-6P1-6
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7S6027S6027S6023S602P1-6P1-6P1-63S6023S6023S602STHD14STHD14STHD1445'-112"21'-9"
21'-9"1'-814"8'-3"2'-11"8'-3"2'-11"8'-3"2'-11"8'-3"1'-814"PER 4/S601, SIM(H=6'-6")PER 4/S601, SIM(H=6'-6")PER 4/S601, SIM(H=6'-6")2424ABA66Z BASEPER 4/S602ABA66Z BASEPER 4/S6022424ABA66Z BASEPER 4/S602ABA66Z BASEPER 4/S60218'-1"18'-234"18'-1"18'-234"S
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PLANDATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS
17021 103RD AVE SE YELM WA, 98597
Nisqually Landing Apartments
Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS
ASHINGTSLARUTCURT35666B
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ENIGNE PLANOISSEFORER
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11/19/202111/19/202111/19/2021PERMIT SET11/19/2021G3S201\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\GARAGES\GARAGE 3\S201.dwg, 11/22/2021 4:12:26 AM, 1:1
10428161/4"=1'-0"ROOF FRAMING PLAN NOTES:1.Roof Sheathing shall be 12" thick (Panel Span Rating 24/16) with long dimension perpendicular to supports. Fasten Sheathing toFraming with 0.131"Ø x 212" Nails as follows:At Unframed Panel Edges, provide PSCA Framing Clips centered between each Framing Member. See Drawings for otherSheathing Nailing requirements.At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing PanelEdges. Fasten Sheathing to Framing and Blocking with 0.131"Ø x 212" Nails as follows:2.Roof Framing shall be Connector-Plate Trusses @ 24"oc, u.o.n. Refer to General Structural Notes.3.Trusses marked Strut shall be designed to accommodate the indicated loads and connections.4.Overframing Members shall be 2x6 @ 24"oc. Post down to Framing Members below w/ 2x4 @ 48"oc, staggered.5.Provide solid Flat Blocking at all Valleys. Fasten Sheathing to Blocking in accordance with Note 1.6.Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends, typ.WALL FRAMING PLAN NOTES:7.Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16"oc, u.o.n.Interior Walls shall be 2x4 Studs @ 16"oc, u.o.n.Where adjacent Shear Walls are in contact, nail studs together per 3/S601. See 1/S601 for special stud requirements at ShearWall types P1-3, P1-2, P2-4, P2-3, and P2-2.8.Headers shall be 4x10 U.O.N. See Detail 18/S601.9.Built-up Stud Groups in Walls supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General StructuralNotes for fastening requirements.LEGENDBEARING OR SHEAR WALL BELOWSHEAR WALL BELOW PER SCHEDULE OF 1/S601DETAIL CALL-OUTPOST BELOWx
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x XXSX.XP1-XFraming, Edges6"ocFraming, Field12"ocBoundaries, Blocking, Struts6"ocFraming, Edges4"ocFraming, Field12"ocBoundaries, Blocking, Struts4"ocHEADER PER PLAN NOTE 8HDROVERFRAMING PER PLAN NOTE 4FLUSH FRAMED (BOTT. FLUSH W/ BOTT.OF FRAMING)(F)HDRHDRHDRHDRP1-6P1-6
GABLE END TRUSS 11S60316S60311S603P1-6P1-6P1-6PER 4/S601, SIM(H=6'-6")PER 4/S601, SIM(H=6'-6")PER 4/S601, SIM(H=6'-6")PRE-MANUF.ROOF TRUSSES@ 24"oc, TYP UNO512 x12 GLB (DROPPED)512 x12 GLB (DROPPED)GABLE END TRUSS1S603 1S603CANT.BMCANT.BM512 x12 GLB (DROPPED)512 x12 GLB (DROPPED)P1-6 18S603STRUT TRUSS (DRAG LOAD = 160 PLF)
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FRAMING PLANDATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS
17021 103RD AVE SE YELM WA, 98597
Nisqually Landing Apartments
Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS
ASHINGTSLARUTCURT35666B
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ENIGNE PLANOISSEFORER
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ENIGN
11/19/202111/19/202111/19/2021PERMIT SET11/19/2021G3S202\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\GARAGES\GARAGE 3\S202.dwg, 11/22/2021 4:12:33 AM, 1:1
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 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.12d @ 6"oc(FACE NAIL PER 1/S601@ SHEAR WALLS)HEADER PER PLAN(2)2x STUD MIN. - NAILSHEATHING TO EACHMEMBER w/ HALF OFSHEATHING NAILSSTRAP HOLD DOWNPER PLAN NAIL STRAPOVER SHEATHINGSOLID BLOCKING BELOWBUILT-UP STUDSTOP PLATE PER 13/S601HEADER PER PLAN2x HEADER @ OPENINGW/(2) 12d TOENAILSEA. ENDSTUDS PER PLANFASTENED TOGETHERW/12d @ 6"oc[(1)2x U.O.N.]ADD'L FULLHEIGHT STUDCRIPPLESTUDS NOTREQ'D IFLESS THAN 24"CRIPPLE STUDS TOMATCH WALL STUDSSHEAR WALL SCHEDULE(IN ACCORDANCE w/ ANSI/AF&PA SDPWS-2015 SECTION 4.3)Updated 1/20/2021WALLTYPESHEATHINGPANELEDGENAILING‚MINIMUM WIDTH OF NAILEDFACE OF FRAMING @ADJOINING PANEL EDGESƒMUDSILLPLATEFACE NAILING„FRAMING CLIPS…ANCHORAGE TO CONCRETE†SEISMICCAPACITY-h/b = 2h/b = 3.5WINDCAPACITY-h/b = 2h/b = 3.5SINGLEMEMBERBUILT-UPMEMBERANCHOR BOLTSMUDSILL ANCHORSP1-61 SIDE6" oc2x2x2x6" ocA35 @ 27" ocorLTP4 @ 27" oc58"Ø @ 60" ocMASAP @ 52" oc240-plf194-plf240-plf194-plfP1-41 SIDE4" oc2x2x2x4" ocA35 @ 18" ocorLTP4 @ 18" oc58"Ø @ 46" ocMASAP @ 36" oc350-plf284-plf350-plf284-plfP1-31 SIDE3" oc3x(2)2x2x3" ocA35 @ 14" ocorLTP4 @ 14" oc58"Ø @ 36" ocMASAP @ 28" oc450-plf366-plf450-plf366-plfP1-21 SIDE2" oc3x(2)2x2x2" ocA35 @ 712" ocorLTP4 @ 712" oc58"Ø @ 20" ocMASAP @ 18" oc590-plf478-plf820-plf669-plfP2-42 SIDES4"oc3x(2)2x3x(2) Rows, 4" ocA35 @ 18" ocandLTP4 @ 18" oc58"Ø @ 28" ocMASAP @ 15" oc700-plf568-plf700-plf568-plfP2-32 SIDES3" oc3x(2)2x3x(2) Rows, 3" ocA35 @ 14" ocandLTP4 @ 14" oc58"Ø @ 22" ocMASAP @ 11" oc900-plf733-plf900-plf733-plfP2-22 SIDES2" oc3x(2)2x3x(2) Rows, 2" ocA35 @ 8" ocandLTP4 @ 8" oc58"Ø @ 12" ocMASAP @ 7" oc1180-plf957-plf1640-plf1338-plfSHEAR WALL SCHEDULE NOTES(SECTION 4.3.7.1.1)716" 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', EXCEPTAT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING.‚(SECTION 4.3.7.1.2. & SECTION 4.3.7.1.3)PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc. MAXIMUMSTUD SPACING SHALL BE 16"oc. SHEATHING NAILS SHALL BE 0.131"Ø x 212". PLYWOOD EDGE NAILING SHALL BE STAGGERED. NAILS SHALL BE LOCATED AT LEAST 38"FROM THE PANEL EDGES.ƒ(SECTION 4.3.7.1.4)THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE.„FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 112".FRAMING NAILS SHALL BE 0.131"Ø x 314". 0.131"Ø x 3" NAILS MAY BE USED WHEN STITCHING TOGETHER (2)2x MEMBERS WITH NO SPACERS.…AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED, FRAMING CLIPS SHALL BE USED TOFASTEN BUILT-UP MEMBERS. USE 0.131"Ø x 212" NAILS AT LTP4 CLIP WHEN INSTALLED OVER 12" SHEATHING.†(SECTION 4.3.6.4.3)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, SO THATHALF OF THE PLATE WASHERS ARE WITHIN 12" OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE. HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED.38"MIN38"MININTERMEDIATE NAILING (12" oc)PANEL EDGE NAILING PER SCHEDULE (STAGGERED)PERƒ34"34"PERƒPERƒ34"SINGLE MEMBER(FLATWISE)BUILT-UP MEMBERSTUD, PLATE, BLOCKING, RIM,OR OTHER FRAMING MEMBER‚ADJOINING PANEL EDGES‚STUD, PLATE, BLOCKING, RIM,OR OTHER FRAMING MEMBERADJOINING PANEL EDGES„‚„‚‚ADJOINING PANEL EDGES…LAP RIM OPTIONLTP4 OPTIONA35 OPTIONLAP PLATE OPTION‚„‚‚‚…„…MUDSILL ANCHOR OPTIONANCHOR BOLT OPTION12" MAX3"x3"x0.229" PLATE WASHERSP.T. MUDSILLCONCRETE STEM WALLPER PLANP.T. MUDSILLCONCRETE STEM WALLPER PLAN† (MUDSILL ANCHOR OPTION)† (ANCHOR BOLT OPTION)"H" PER PLAN CONT. TOP PLATE PER13/S601 FASTEN TOHEADER W/ 12d @ 6"ocHEADER PER PLAN#4 @ 16"oc, VERT(HOOK AROUNDFTG. REINF.)PANEL EDGENAILINGFULL HEIGHT(HALF EA. STUD)PANEL EDGE NAILING112" TYP.PER PLAN((2)2x MIN.)HEADER ATADJACENTUNIT AT SIMTOP PLATECONTINUESAT SIMEXTEND STRAP24" AT SIMEXTENDSTRAP 24"FOOTINGCONTINUESAT SIMPER PLAN((2)2x MIN.)#4 @ 16"oc,HORIZPER PLAN(2)2x HEADERCONT. (2) CS16 STRAP(BLOCK BEHIND)2x CRIPPLESTUDS @ 16"ocFOOTING PER 1/S602GARAGESLABELEV.HOLD DOWN PER PLAN(APPLY OVER SHEATHING)ANCHOR BOLTS PER 1/S601ADD'L STUDP.T. 2x6 MUDSILL13458131415181920DETAILS
S601DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS
17021 103RD AVE SE YELM WA, 98597
Nisqually Landing Apartments
Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS
ASHINGTSLARUTCURT35666B
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ENIGNE PLANOISSEFORER
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ENIGN
11/19/202111/19/202111/19/2021PERMIT SET11/19/2021G310\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\GARAGES\GARAGE 3\DETAILS.dwg, 11/22/2021 4:12:43 AM, 1:1
1'-6"5"1'-6" MIN8"8"5"2x6 P.T. PLATEw/ A.B.'s AND PLATEWASHERS PER 1/S601#4 @ 16"oc, VERT.(ALT. HOOKS)#4 @ 16"oc, HORIZ.#4, TOP(2)#4, BOTTOMTYP.4'-0" MAXUNBALANCEDFILLSIZEPLANCALLOUT302430" sq x 8" thick24" sq x 8" thickREINFORCING(2) #4 EA. WAYBOTTOM(3) #4 EA. WAYBOTTOMDETAILREFERENCE--SHEATHING PER 1/S601SLAB-ON-GRADEPER PLANSTEM WALL AND FOOTINGPER 1/S602MUDSILL PER 1/S6022x STUD WALLPER PLANPANEL EDGE NAILINGSHEATHING PER 1/S601SLAB-ON-GRADEPER PLANSTEM WALL AND FOOTINGPER 1/S602MUDSILL PER 1/S6022x STUD WALLPER PLANPANEL EDGE NAILINGNORMAL FOOTINGREINFORCING(1)#4 x 36" DIAGONALNORMAL FOOTINGREINFORCING4'-0" MIN.4'-0" MAX.DADD'L BARS TOMATCH NORMALREINFORCINGLINE OF EXCAVATIONDSTEP IN FOOTINGTOP REINF. PERPLAN4'-0" MAX.2'-6"ADD'L VERT. REINF.ADDITIONAL VERT.BAR @ CORNERCONCRETE WALLSAND FOOTINGSCORNER BARSCORNER BARS TOMATCH HORIZ. REINF.(ALT. HOOKS ATINTERMEDIATE WALLS)FOOTING PER 1/S6023'-0"MAX8"MAX STEM WALLPER 1/S602#4 VERT.2'-0"2'-0"#4 VERT.(2) #43636" sq x 12" thick(4) #4 EA. WAYBOTTOM-4242" sq x 12" thick(5) #4 EA. WAYBOTTOM-SLAB-ON-GRADEPER PLANSHEATHING PER 1/S601@ SHEAR WALLS(2) #4, BOTTOMSTUD WALL PER PLAN7"1'-6"1'-0"2x6 P.T. PLATE W/ AB'S ANDPLATE WASHERS PER 1/S601@ SHEAR WALLS (2x P.T.PLATE W/ 58"Ø A.B.'S @ 60"ocW/ STANDARD WASHERS ATOTHER WALLS)PANEL EDGE NAILINGHDU HOLD DOWN AND A.B. PER PLAN(2)2x STUD MIN. (POST WHEREOCCURS) - NAIL SHEATHING TOEACH MEMBER w/ HALF OFSHEATHING NAILSANCHOR BOLTS PER 1/S601STEM WALL PERFOUNDATION PLANAS AN ALTERNATE TO J-BOLTS, 58"Øx8" MECHANICALLYGALVANIZED TITEN HD'S MAY BE USED WITH THESAME PLATE WASHERS AND SPACING SPECIFIED.AS AN ALTERNATE TO J-BOLTS, 58"Øx8" MECHANICALLYGALVANIZED TITEN HD'S MAY BE USED WITH THESAME PLATE WASHERS AND SPACING SPECIFIED.1'-6"8"5"8"5"SLAB-ON-GRADEPER PLAN#4, TOPFOOTING ANDREINF. PER 1/S602EMBED PER
SIMPSON
STRONG-TIE12"Ø PLINTH w/ (3)#4 VERT& #3 x TIES @ 12"ocPOST PER PLAN(or)ABA66Z POST BASEw/ 58"Ø ALL-THREADw/ SIMPSON SETEPOXY (or SIM) EMBED4" (NO SPECIALINSPECTION REQ'D)12" SQ. PLINTH w/ (4)#4 VERT& #3 x TIES @ 12"ocREINF. PER PLANFOOTING PER PLAN12345678910111213151617181920S602DETAILSDATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS
17021 103RD AVE SE YELM WA, 98597
Nisqually Landing Apartments
Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS
ASHINGTSLARUTCURT35666B
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EPMAL.TNAI
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ENIGNE PLANOISSEFORER
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DIAPHRAGM BOUNDARYNAILING2x4 VENTED BLOCKINGPANEL EDGE NAILINGTRUSS BLOCKING w/ 12dTOENAILS @ 6"ocDIAPHRAGM BOUNDARYNAILINGPANEL EDGE NAILING1" MIN.1" < d < 11"
d > 11"DIAPHRAGM BOUNDARYNAILINGHEADER PER PLAN(WHERE OCCURS)SHEATHING PER PLAN2x STUD WALL PER PLANSHEATHING PER 1/S601@ SHEAR WALLS2x4 VENTED BLOCKINGTRUSSES PER PLAN(SCISSOR TRUSS WHEREOCCURS AT SIM)CONTINUOUS TOP PLATE(SPLICE PER 13/S601)H1 CLIP EA. TRUSSPANEL EDGE NAILINGHEADER PER PLAN(WHERE OCCURS)2x STUD WALL PER PLANSHEATHING PER 1/S601@ SHEAR WALLSTRUSSES PER PLANCONTINUOUS TOP PLATE(SPLICE PER 13/S601)DIAPHRAGM BOUNDARY NAILINGEND TRUSS w/ STUDS @ 24"ocNOTCHED FOR OUTRIGGERS(DESIGN FOR 15psf WIND LOAD)12d TOENAILS @ 6"oc2x4 OUTRIGGERS @ 24"ocSHEATHING PER PLAN2x4 BRACING @8'-0"OC w/ A34EACH ENDPANEL EDGE NAILINGSHEATHING PER PLAN(2212"x6'-0" ACCESS HOLE)DIAPHRAGM BOUNDARYNAILINGGIRDER TRUSS PER PLANVALLEY OVERFRAMINGPER TRUSS MFR. ORPLAN NOTESTRUSSES PER PLANHANGERS PERTRUSS MFR.BLOCKING:1" < d < 3" - 2x43" < d < 5" - 2x65" < d < 7" - 2x87" < d < 9" - 2x109" < d < 11" - 2x1212d TOENAILS @ 6"oc(2) 12d EA ENDDIAPHRAGM BOUNDARYNAILINGBEAM PER PLANSHEATHINGPER PLAN2x4 BLOCKINGw/ 12d NAILS @ 6"ocTRUSSES PER PLANH1 CLIP EA. TRUSSSHEAR WALL EDGE NAILING2x6 BEVELED BLOCKINGDIAPHRAGM BOUNDARYNAILING2x4 VENTED BLOCKINGTRUSSES PER PLAN(SCISSOR TRUSS AT SIM)H1 CLIP EA. TRUSSBEAM PER PLANSHEATHING PER PLANDIAPHRAGM BOUNDARYNAILINGPANEL EDGE NAILINGSHEATHING PER 1/S601@ SHEAR WALLSTRUSSES PER PLANFRAMING CLIPS PER 1/S601CONTINUOUS TOP PLATE(SPLICE PER 13/S601)HEADER PER PLAN(WHERE OCCURS)2x STUD WALL PER PLANSHEATHING PER PLANSTRUT TRUSS PER PLAN(SHEATHE PER ARCH'L@ DRAFT STOPS)12346789101114151617181920DETAILS
S603DATE:SCALE:DRAWN:CHCKD:PLOT DATEJOB NO.:SHEET NO.:BLDG:14" = 1'-0"RMHBDS21-359-01PRESTIGE EQUITY PARTNERS
17021 103RD AVE SE YELM WA, 98597
Nisqually Landing Apartments
Revision Schedule#DESCRIPTIONDATEBTLENGINEERING P.S.19011 Woodinville Snohomish Road NE, Suite 100PHONE: 425-814-8448 FAX: 425-821-2120WOODINVILLE, WA 98072-4436ONWFOETATS
ASHINGTSLARUTCURT35666B
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11/19/202111/19/202111/19/2021PERMIT SET11/19/2021G35\\192.168.0.3\Projects\Nisqually Landing Apartments\CAD\GARAGES\GARAGE 3\DETAILS.dwg, 11/22/2021 4:12:46 AM, 1:1