2021.0383.BP0027 Wyndstone Garages S-Sheets 5.21.20S-1REVISION TABLE
NUMBER DATE REV. BY DESCRIPTION
SHEET NO:PRINT DATE:EXODUS ENGINEERING
PHONE: (360) 345-1566
LUKE@EXODUSENGINEER.COMDRAWN BY:PROJECT #5.21.20205.21.2020REV - 1 5.21.20 LWM Depth Rev
MJG20-076STRUCTURAL NOTES(THE FOLLOWING APPLY UNLESS DETAILED OR SPECIFIED OTHERWISE ON THE PLANS)ANCHOR BOLTSALL ANCHOR BOLTS EMBEDDED IN CONCRETE OR MASONRY SHALL BE BEA307 UNO.POST-INSTALLED BOLTS INTO CONCRETE NOT OTHERWISE SPECIFIEDSHALL BE SIMPSON TITEN HD 58"X8" ANCHORS. INSTALL IN ACCORDANCEWITH MANUFACTURER'S SPECIFICATIONS, INCLUDING MINIMUMEMBEDMENT AND EDGE DISTANCE REQUIREMENTS. EPOXY-GROUTEDITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SIMPSON(32;<86(6(7;3(32;<)250($17(03(5$785(62))$1'$%29(86($7;3(32;<)250($17(03(5$785(6%(/2:)NAILS:CONNECTION DESIGNS ARE BASED ON THE PUBLISHED REQUIREMENTSIN TABLE 2304.10.1 OF THE IBC. ALTERNATE FASTENING SCHEDULESMAY BE APPROVED IF PROVIDED TO THE ENGINEER FOR REVIEW PRIORTO CONSTRUCTION.METAL CONNECTORSALL METAL CONNECTORS COMING IN CONTACT WITH P.T. WOOD SHALLBE SIMPSON "Z-MAX", TRIPLE ZINC COATED, OR HOT DIPPEDGALVANIZED FOR CORROSION RESISTANCE.FOUNDATIONS:FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, COMPACTED FILLMATERIAL, OR CONTROLLED LOW-STRENGTH MATERIAL (CLSM) PER IBC1809.2.GENERAL NOTES:PLEASE VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ANYMODIFICATIONS TO THE STRUCTURE MUST BE REVIEWED ANDAPPROVED BY EXODUS ENGINEERING. ALL METHODS, MATERIALS, ANDWORKMANSHIP SHALL BE IN ACCORDANCE WITH THE INTERNATIONALBUILDING CODE (IBC) 2015 EDITION.PREFABRICATED ROOF TRUSSESPREFABRICATED ROOF TRUSSES TO BE DESIGNED FABRICATED ANDINSTALLED PER MANUFACTURER'S DRAWINGS AND INSTALLATIONINSTRUCTIONS. PRE-FABRICATED ITEMS TO BE DESIGNED BY A LICENSEDPROFESSIONAL ENGINEER. FABRICATOR TO PROVIDE ALL TRUSS TO TRUSSCONNECTION DETAILS. ALL TEMPORARY AND PERMANENT BRACING REQUIREDFOR THE STABILITY OF THE TRUSS ELEMENTS UNDER GRAVITY LOADS ANDIN-PLANE WIND OR SEISMIC LOADS SHALL BE DESIGNED BY THE TRUSSENGINEER.PRESERVATIVE TREATED WOOD:IBC 2304.12, WOOD USED ABOVE GROUND SHALL BE PRESSURETREATED IN ACCORDANCE WITH AWPA U1 FOR THE CONDITIONS LISTEDIN THE CODE.GLUED LAMINATED BEAMS (GLB)GLUED LAMINATED WOOD BEAMS SHALL BE GRADE DF 24F-V4,Fb=2,400 PSI, Fv= 240 PSI U.N.O.REINFORCING STEEL:MINIMUM GRADE 60. LAP ALL SPLICES A MINIMUM OF 32 BARDIAMETERS OR 18". LAP HORIZONTAL STEEL AT CORNERS ANDINTERSECTIONS IN FOOTINGS AND WALLS WITH CORNER BARS.MINIMUM CONCRETE COVER FOR REINFORCING STEEL PER ACI 318:xINTERIOR FACES OF SLABS &/OR WALLS = 1-1/2"xEXPOSED TO WEATHER OR EARTH 1-1/2" FOR #5 AND SMALLERAND 2" FOR #6 AND LARGER.xFOOTING BARS REQUIRE 3" COVER.CONCRETE:ALL CONCRETE MATERIALS AND PLACEMENT SHALL BE PER THE IBC2015 SECTION 1901. MINIMUM DESIGN STRENGTH (F'C) SHALL BE2,500 PSI, HOWEVER 3,000 PSI CONCRETE IS REQUIRED FORWEATHERING PROTECTION WHERE CONCRETE IS EXPOSED TO THEWEATHER PER IBC. AIR ENTRAINMENT SHALL BE 5% +/-1%. AGGREGATESIZE = 7/8" MAXIMUM.SEISMIC/WINDCAPACITY(PLF)LABELAPA RATEDSHEATHINGNAIL SIZE &SPACING @EDGESSTUD &BLOCKING SIZE@ ADJOININGEDGESSTUD SPECIES& GRADE2X BOTTOM PLATEATTACHMENT(ASSUMING CONT.SHEATHING OVERRIM/PLATE)SILL PLATE ATTACHMENTMASAP OR 58"ANCHOR BOLTSPACINGSILL PLATE SIZE@ FOUNDATION32" O.C.2xSHEAR WALL NOTESA2xDF - STUD.135"x3-12" @ 8" O.C.48" O.C.2x2xBSHEAR WALL SCHEDULELEGEND:HOLD DOWNADETAIL CUT SECTION /REFERENCESHEAR WALL123430" O.C.2x2xCROOF SHEATHINGNotes:1. Cover sheathing as soon as possible with roofing felt for extra protection against excessivemoisture prior to roofing application.2. For pitched roofs, place screened surface or side with skid-resistant coating up if OSB panelsare used. Keep roof surface free of dirt, sawdust and debris, and wear skid-resistant shoes wheninstalling roof sheathing.3. For buildings with conventionally framed roofs (trusses or rafters), limit the length of continuoussections of roof area to 80 feet maximum during construction, to allow for accumulated expansion inwet weather conditions. Omit roof sheathing panels in each course of sheathing between sections,and install "fill in" panels later to complete roof deck installation prior to applying roofing.STRENGTH AXISSTAGGER END JOINTSPANEL CLIPS, ASREQ'DAPA RATED SHEATHING W/6"EDGE NAILING, TYP U.N.O.18" GAP RECOMMENDED ATALL END AND EDGE JOINTSTYPICAL SHEAR WALLSCALE : 12" = 1'-0"TYP. ROOF SHEATHINGNOT TO SCALETYPICAL PLATE SPLICESCALE: 34" = 1'-0"HEADER PER PLANDBL TOP PLATEBOT. PLATE NAILINGPER S.W. SCHED.P.T. SILL PLATECONC. STEM ORFTG PER PLANCONT. #4EDGE NAILING TO TOPPLATE AND BOUNDARYMEMBERSFIELD NAILINGEDGE NAILING ABOVEHOLDOWNS, TYPEDGE NAILINGFLOOR SHEATHINGRIM JOISTHOLDOWN TO (2) 2X CONT.BETWEEN PLATES, MIN.CRIPPLEUSE (12) .131"x3" OR (8).162"x3-12" EA. SIDE OFSPLICEAS REQ'D, A SIMPSONST6215 MAY BE USED INLIEU OF THE REQUIRED LAPAND NAILING SHOWNSPLICE OVER STUDTYP. BEAM DRAG SPLICESTUDS PER PLAN24" O.C.3x3xDDF - STUDDF - STUDDF - STUD2X BOTTOMPLATEATTACHMENT(W/SHEATHINGSPLICE)LTP5 @ 16" O.C.LTP5 @ 12" O.C.LTP5 @ 8" O.C.BLOCKING IS REQUIRED AT ALL PANEL EDGES. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY WHERE STUDS ARE SPACED 16" O.C. MAX. STAGGER SHEATHING WHERE APPLIED ON BOTH SIDES OF WALLS. (2) 2X MAY BE USED INLIEU OF SINGLE 3X IF EDGE NAILING IS STAGGERED BETWEEN PLATES, AND PLATES ARE STITCH NAILED TOGETHER WITH .131X3" @ 4" O.C. STAGGERED. WHEN USING ANCHOR BOLTS, 3"X3"X.229" PLATE WASHERS SHALL BE USED. SEEPLANS FOR ADDITIONAL ATTACHMENTS REQUIRED.LTP5 @ 24" O.C.ENGINEERED LUMBER (LVL - PSL)LVL MATERIAL SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:E=1.7e, Fb=2,650psiPSL MATERIAL SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:E=2.0E, Fb=3,100psiST6215 U.N.O., CENTER AT BM/PLATESPLICE, STRAP FROM TOP IF INTERFERENCEWITH INTERSECTING WALLCONT. DBL TOP PLATEMIN (2) 2x CRIPPLESTUDS, OR PER PLANSTUDS PER PLANBEAM PER PLANMIN (8) .131"x3"SCALE: 1" = 1'-0"WHERE BM BREAKS THE TOPPLATE, USE STRAP SHOWNABOVE FOR PLATE SPLICEMIN (4) .131x3" EACHSIDEPOCKET BM TO PROVIDEFOR SOLID BR'GSTHD10 SHEET INDEX:S-1 : GENERAL NOTESS-2 : FOUNDATION PLAN & SHEAR LAYOUTS-3 : ROOF FRAMING & STRUCTURAL DETAILS350/532260/364400/600410/896POSTSALL 4X, 6X AND LARGER POSTS SPECIFIED ON THE PLANS THAT ARENOT PRESSURE TREATED SHALL BE DF#1 OR BETTER..135"x3-12" @ 8" O.C..135"x3-12" @ 8" O.C..135"x3-12" @ 8" O.C.ENGINEERING DOCUMENT LICENSEEXODUS ENGINEERING RETAINS COPYRIGHTS TO THEENGINEERING DEPICTED ON THESE DRAWINGS ANDCALCULATIONS, AND SHALL NOT BE RE-ISSUED ORRE-USED WITHOUT THE EXPRESS WRITTEN CONSENT OFEXODUS ENGINEERING, INC.DESIGN LOADSROOF LOAD:GROUND SNOWROOF SNOWDEADFLOOR LOAD:DEADLIVEDECKWALL LOAD:INTERIOR WALLEXTERIOR WALLWIND DESIGN: ULTIMATEEXPOSURESEISMIC DESIGN: DESIGN CATEGORYSsS1SdsSITE CLASSR-FACTORSOIL BEARING: CAPACITYBEARING DEPTH60 PSF10 PSF40 PSF5 PSF12 PSFDD15 PSF1.250.500.836.5110mph (Ult) 85mph (ASD)B30 PSF25 PSF1,500 PSF U.N.O.12"S-XXWyndstone Garages
15025 Tahoma Blvd. SE
Yelm, WA(SF01)BEAM REFERENCENOTATIONS AND ABBREVIATIONS1. A.B. = ANCHOR BOLT2. ABV = ABOVE3. BLK'G = BLOCKING4. BTM = BOTTOM5. CANT = CANTILEVER6. CONT = CONTINUOUS7. DBL = DOUBLE8. DIA = DIAMETER9. EA = EACH10. EMBED = EMBEDMENT11. (E) = EXISTING12. FDN = FOUNDATION13. FTG = FOOTING14. GALV = GALVANIZED15. HDR = HEADER16. H.D. = HOLDOWN17. HORIZ = HORIZONTAL18. MFR = MANUFACTURED/MANUFACTURER19. MAX = MAXIMUM20. MIN = MINIMUM21. O.C. = ON CENTER22. OPT = OPTIONAL23. PAR = PARALLEL24. PERP = PERPENDICULAR25. PLYW'D = PLYWOOD26. P.T. = PRESSURE TREATED27. REQ'D = REQUIRED28. SCHED = SCHEDULE29. SIM = SIMILAR30. S.W. = SHEAR WALL31. TYP = TYPICAL32. U.N.O. = UNLESS NOTEDOTHERWISE33. VERT = VERTICAL34. V.I.F. = VERIFY IN FIELD
S-2REVISION TABLE
NUMBER DATE REV. BY DESCRIPTION
SHEET NO:PRINT DATE:EXODUS ENGINEERING
PHONE: (360) 345-1566
LUKE@EXODUSENGINEER.COMDRAWN BY:PROJECT #5.21.20205.21.2020REV - 1 5.21.20 LWM Depth RevSHEAR WALL LAYOUTSCALE: 14" = 1'-0"Wyndstone Garages
15025 Tahoma Blvd. SE
Yelm, WAMJG20-076Z)#4#)'&114Z)#4#)'&114Z)#4#)'&114Z)#4#)'&1145.12'
61&4
5.12'
61&4
5.12'
61&4
5.12'
61&4
&5&5&5&5A
A AFOUNDATION NOTES1. SEE S-1 PAGE FOR SILL ANCHOR INFORMATION2. SEE 3/S-3 FOR HOLD DOWN INFORMATIONSHEAR WALL NOTES1. SEE 3/S-3 FOR HOLD DOWN INFORMATION2. SEE SHEAR WALL SCHEDULE ON S-1 FORNAILING AND ANCHOR SPACINGPORTAL FRAME FULLPANEL PER 3/S-3PORTAL FRAME FULLPANEL PER 3/S-3PORTAL FRAME FULLPANEL PER 3/S-3S
T
H
D
1
0
STHD10LSTHD8S
T
H
D
1
0
STHD10S
T
H
D
1
0
STHD10LS
T
H
D
8 4" CONC. SLAB ON GRADESLOPE AS REQ'D TOWARD DOORS20'-0"49'-2"20'-0"1'-2 1/2"A
A APORTAL FRAME PER 3/S-3PORTAL FRAMEPER 3/S-310'-3"1'-11"10'-3"1'-11"10'-3"1'-11"10'-3"1'-2 1/2"49'-2"(12"x12" CONTINUOUS FOOTING REQUIRED PER DETAIL 3/S-3)STHD10STHD10LSTHD8STHD10STHD10
S
T
H
D
1
0
STHD10LS
T
H
D
85S-34S-3TYPICAL4S-3TYPICAL
FIREPROOF WALLS ASREQ'D PER ARCH., TYP.FIREPROOF WALLS ASREQ'D PER ARCH., TYP.FOUNDATION PLANSCALE: 14" = 1'-0"5S-35S-35S-3PROVIDE 10d P.A.F. @ 16" O.C.FROM P.T. SILL TO CONC. SLAB OR58[(;3$16,21$1&+256#O.C. TYP. @ SEPARATION WALLS
S-3REVISION TABLE
NUMBER DATE REV. BY DESCRIPTION
SHEET NO:PRINT DATE:EXODUS ENGINEERING
PHONE: (360) 345-1566
LUKE@EXODUSENGINEER.COMDRAWN BY:PROJECT #5.21.20205.21.2020REV - 1 5.21.20 LWM Depth RevROOF FRAMINGSCALE: 14" = 1'-0"Wyndstone Garages
15025 Tahoma Blvd. SE
Yelm, WAMJG20-0764+&)'5" / 12"5" / 12"
PRE-MFR TRUSSES @ 24" O.C. PER MFRSCALE - 34" = 1'-0"GYP SHEATHING PER ARCH.TRUSSES @ 24" O.C.SHEATH GABLE END WITH 716" OSB, 6"O.C. EDGE NAILING, TYPEDGE NAILING PER S/W SCHEDULEGABLE END ATTACHMENTMAX 48" O.C.OUTLOOKER SPACING16d @ 6" O.C.STRONGBACK GABLE WEBS W/2x4 WHEREGREATER THAN 5'-0" IN HEIGHT, TYP..1x6X8'-0" @ 48" O.C. BOT. CHORDBRACING. ATTACH W/ (3) 10d, TYP.22S-3TYPICAL1S-3TYPICAL A35 @ 48" O.C.TYPICAL TRUSS TO TOP PLATESCALE - 34" = 1'-0"PRE-FAB ROOF TRUSSES, SEEFRAMING PLAN ANDMANUFACTURER'S SHOPDRAWINGSGYPSUM BD PER ARCH.2x6 DF STUDS @16" O.C. U.N.O.H2.5T TO TOP PLATE,TYP EA. TRUSS.OPT: SDWC15600 OR6" TIMBERLOK SCREWCONT. 716" OSB OR 1532"PLYWD SHEATHING. NAILINGPER S/W SCHED. TYP.716" OSB OR 1532" CDX PLYWD, 8d@ 6" EDGE AND 12" FIELDNAILING TYP U.N.O.EDGE NAILINGSOFFIT AS REQ'D - BY OTHERS8d EDGE NAIL INTOBLK'G, TYPFULL HEIGHT 2x VENTEDBLK'G OR TRUSS PANELS1EXTERIOR FINISH PER ARCH.1S-3TYPICAL
2S-3TYPICAL6x12 DF#2 (R01)6x12 DF#2 (R01)6x12 DF#2 (R01)6x12 DF#2 (R01)SCALE - N.T.S.APA PORTAL FRAME DETAIL33"
12"HEADER TO CONTINUE FORPORTAL FRAMING AS REQ'D.SPLICE @ CENTER OF PANEL W/ (2)KING STUDS BETWEEN. STRAPACROSS SPLICE W/ LSTA24HEADER TO CONTINUE FORPORTAL FRAMING AS REQ'D.SPLICE @ CENTER OF PANEL W/ (2)KING STUDS BETWEEN. STRAPACROSS SPLICE W/ LSTA24HEADER TO CONTINUE FORPORTAL FRAMING AS REQ'D.SPLICE @ CENTER OF PANEL W/ (2)KING STUDS BETWEEN. STRAPACROSS SPLICE W/ LSTA24ROOF FRAMING NOTES1. ALL BEARING WALL OR EXTERIOR OPENINGS 5'-0" ORLARGER SHALL HAVE MIN. (2) 2x6 TRIMMERS U.N.O.2. OPENINGS OVER 6'-0" SHALL HAVE (2) 2x6 KINGSTUDS U.N.O.3. FULLY SHEATH ROOF PER 3/S-112"FIRM UNDISTURBED SOILOR STRUCTURAL FILL3"6"12"12" MIN 48" MAX#4 VERTICALS @ 48" O.C.(2) #4 CONTINUOUS6"3"3"GRADE4" CONC. SLAB W/ OPT. REINFORCING(6x6 WWF OR #4 REBAR @ 24" O.C.EA. WAY) PER CONTRACTOR#4 CONT. WITHIN12" TOP OF WALL2x6 P.T. SILL W/ANCHORSPER S.W. SCHED.EDGE NAILING INTO P.T.SILL (HDG)716" OSB PER SW SCHED.EXTERIOR FINISHPER ARCH.2x6 STUDS @ 16" O.C.GYP BD PER ARCH.SCALE - 1" = 1'-0"4FOUNDATION AT GARAGEOPT. 2" SAND OVEROPT. VAPOR BARRIER#4 HORIZ. @ 24" O.C., MIN. (2)SCALE - 1" = 1'-0"THICKENDED SLAB EDGE @ BUCKOUTCONC. SLAB PER PLANTHICKEN SLAB EDGE TO CONT.FTG BELOW TYP @ BUCKOUTSLAB BASE PER PLAN512"x12" CONTINUOUSFOOTING PER PLAN6" MIN.CRUSHED & COMPACTEDFILL MATERIALEXTERIOR FINISH PER ARCH.