Paigen SFR - Set REV Engineering - 05-08-17 ApprovedSTRUCTURAL NOTES(THE FOLLOWING APPLY UNLESS DETAILED OR SPECIFIED OTHERWISE ON THE PLANS)exodus engineering
Phone: (360) 345-1566
luke@exodusengineer.comSCALE:PROJECT #:SHEET NO:ENGINEERING DOCUMENT LICENSE
UNLESS WRITTEN CONSENT FROM EXODUS
ENGINEERING, INC. IS PROVIDED OTHERWISE,
ONLY ONE STRUCTURE IS TO BE BUILT AS A
RESULT OF USE OF THESE ENGINEERING
DOCUMENTS.
EXODUS ENGINEERING RETAINS COPYRIGHTS
TO THE ENGINEERING DEPICTED ON THESE
DRAWINGS AND CALCULATIONS, AND SHALL
NOT BE RE-ISSUED OR RE-USED WITHOUT THE
EXPRESS WRITTEN CONSENT OF EXODUS
ENGINEERING, INC.DRAWN BY:REV. DATE:REV. DATE:4.13.201710755 Palisades St SE
Yelm, WA 98597
Paigen SFR
S-1GENERALNOTESAS NOTEDANCHOR BOLTSAll anchor bolts embedded in concrete ormasonry shall be be A307 UNO.Post-installed bolts into concrete nototherwise specified shall be Simpson Titen HD58"x10" anchors. Install in accordance withmanufacturer's specifications, includingminimum embedment and edge distancerequirements. Epoxy-Grouted items specifiedon the drawings shall be grouted withSimpson SET-XP Epoxy.NAILS:Connection designs are based on thepublished requirements in table 2304.10.1of the IBC. Alternate fastening schedulesmay be approved if provided to the engineerfor review prior to construction.METAL CONNECTORSAll metal connectors coming in contact withP.T. wood shall be Simpson "Z-Max", triplezinc coated, or hot dipped galvanized forcorrosion resistance.FOUNDATIONS:Footings shall bear on undisturbed soil,compacted fill material, or controlledlow-strength material (clsm) per IBC 1809.2.GENERAL NOTES:Please verify all dimensions prior toconstruction. Any modifications to thestructure must be reviewed and approved byexodus engineering. All methods, materials,and workmanship shall be in accordance withthe International Building Code (IBC) 2015Edition.PREFABRICATED ROOF TRUSSESPrefabricated roof trusses to be designedfabricated and installed per manufacturer'sdrawings and installation instructions.Pre-fabricated items to be designed by a licensedProfessional Engineer. Fabricator to provide alltruss to truss connection details. All temporaryand permanent bracing required for the stabilityof the truss elements under gravity loads andin-plane wind or seismic loads shall be designedby the truss engineer.PRESERVATIVE TREATED WOOD:IBC 2304.12, Wood used above ground shallbe pressure treated in accordance with AWPAU1 for the conditions listed in the code.GLUED LAMINATED BEAMS (GLB)Glued laminated wood beams shall be gradeDF 24F-V4, Fb=2,400 PSI, Fv= 240 PSIU.N.O.REINFORCING STEEL:Minimum grade 60. Lap all splices a minimumof 32 bar diameters or 18". Lap horizontalsteel at corners and intersections infootings and walls with corner bars. Minimumconcrete cover for reinforcing steel per aci318:·Interior faces of slabs &/or walls = 1-1/2"·Exposed to weather or earth 1-1/2" for #5and smaller and 2" for #6 and larger.·Footing bars require 3" cover.CONCRETE:All concrete materials and placement shallbe per the IBC 2015 Section 1901. Minimumdesign strength (F'c) shall be 2,500 PSI,however 3,000 psi concrete is required forweathering protection where concrete isexposed to the weather per ibc. Airentrainment shall be 5% +/-1%. aggregatesize = 7/8" maximum.DESIGN LOADSROOF LOAD: SNOW , DEADWIND SPEED: ,EXPOSURE " "SEISMIC: DESIGN CATEGORY "D", Ss= ,S1= , Sds= Ie=1.0, SiteClass "D", R=SOIL BEARING: Min bearing depthshall be U.N.O.Seismic/WindCapacity(PLF)LabelAPA RatedSheathingNail Size & Spacing@ EdgesStud &Blocking Size@ AdjoiningEdgesSTUDSPECIES &GRADE2x Bottom PlateAttachment(assuming cont.sheathing overrim/plate)Sill Plate AttachmentMASAP or 58"Anchor BoltSpacingSill Plate Size@ Foundation716"osb one side32" O.C.2xSHEAR WALL NOTESA716"osb one side.113" x 2" @ 6" O.C.2xDF - STUD.131"x3" @ 8" O.C.48" O.C.2x2xBSHEAR WALL SCHEDULE.113" x 2" @ 4" O.C.LEGEND:HOLD DOWNADETAIL CUT SECTION / REFERENCEXS-XSHEAR WALL1234716"osb one side30" O.C.2x2xC.113" x 2" @ 3" O.C.ROOF SHEATHINGNotes:1. Cover sheathing as soon as possible with roofing felt for extraprotection against excessive moisture prior to roofing application.2. For pitched roofs, place screened surface or side withskid-resistant coating up if OSB panels are used. Keep roofsurface free of dirt, sawdust and debris, and wear skid-resistantshoes when installing roof sheathing.3. For buildings with conventionally framed roofs (trusses orrafters), limit the length of continuous sections of roof area to80 feet maximum during construction, to allow for accumulatedexpansion in wet weather conditions. Omit roof sheathing panels ineach course of sheathing between sections, and install "fill in"panels later to complete roof deck installation prior to applyingroofing.STRENGTH AXISSTAGGER END JOINTSPANEL CLIPS, AS REQ'DAPA RATEDSHEATHING W/6"EDGE NAILING,TYP U.N.O.18" GAPRECOMMENDEDAT ALL ENDAND EDGEJOINTSTYPICAL SHEAR WALLSCALE : 12" = 1'-0"TYP. ROOF SHEATHINGNOT TO SCALETYPICAL PLATE SPLICESCALE: 34" = 1'-0"HEADER PERPLANDBL TOPPLATEBOT. PLATENAILING PERS.W. SCHED.P.T. SILLPLATECONC. STEM ORFTG PER PLANCONT. #4EDGE NAILINGTO TOP PLATEAND BOUNDARYMEMBERSFIELD NAILINGEDGE NAILINGABOVEHOLDOWNS, TYPEDGE NAILINGFLOORSHEATHINGRIM JOISTHOLDOWN TO (2) 2X CONT.BETWEEN PLATES, MIN.CRIPPLEUSE (12) .131"x3" OR (8).162"x3-12" EA. SIDE OF SPLICEAS REQ'D, A SIMPSONST6215 MAY BEUSED IN LIEU OF THEREQUIRED LAP ANDNAILING SHOWNSPLICE OVER STUDTYP. BM DRAG SPLICESTUDS PER PLAN716"osb one side24" O.C.3x3xD.113" x 2" @ 2" O.C.DF - STUDDF - STUDDF - STUD2x Bottom PlateAttachment(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 whereapplied on both sides of walls. (2) 2x may be used in lieu 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. see plans for additional attachments required..131"x3" @ 8" O.C..131"x3" @ 8" O.C..131"x3" @ 8" O.C.LTP5 @ 24" O.C.ENGINEERED LUMBER (LVL - PSL)LVL material shall have the followingminimum properties: E=1.7e, Fb=2,650psiPSL material shall have the followingminimum properties: E=2.0E, Fb=3,100psiST6215 U.N.O., CENTER ATBM/PLATE SPLICE, STRAPFROM TOP IF INTERFERENCEWITH INTERSECTING WALLCONT. DBL TOPPLATEMIN (2) 2xCRIPPLE STUDS,OR PER PLANSTUDS PER PLANBEAM PER PLANMIN (8) .131"x3"SCALE: 1" = 1'-0"WHERE BM BREAKS THETOP PLATE, USE STRAPSHOWN ABOVE FORPLATE SPLICEMIN (4) .131x3"EACH SIDEPOCKET BM TOPROVIDE FORSOLID BR'GSTHD10SHEET INDEX:S-1 : GENERAL NOTESS-2 : FOUNDATION PLANS-3 : SHEAR WALLS AND HOLDOWNSS-4 : ROOF FRAMINGS-5 : STRUCTURAL DETAILS12"1,500 PSF U.N.O.25 PSF25 PSF110MPH (Ult) 85mph (ASD)B6.51.250.500.8317-098CJB350/532260/364400/600410/896
exodus engineering
Phone: (360) 345-1566
luke@exodusengineer.comSCALE:PROJECT #:SHEET NO:ENGINEERING DOCUMENT LICENSE
UNLESS WRITTEN CONSENT FROM EXODUS
ENGINEERING, INC. IS PROVIDED OTHERWISE,
ONLY ONE STRUCTURE IS TO BE BUILT AS A
RESULT OF USE OF THESE ENGINEERING
DOCUMENTS.
EXODUS ENGINEERING RETAINS COPYRIGHTS
TO THE ENGINEERING DEPICTED ON THESE
DRAWINGS AND CALCULATIONS, AND SHALL
NOT BE RE-ISSUED OR RE-USED WITHOUT THE
EXPRESS WRITTEN CONSENT OF EXODUS
ENGINEERING, INC.DRAWN BY:REV. DATE:REV. DATE:5.8.2017FOUNDATIONPLANS-217-098CJB14" = 1'-0"01/%10%5.#$5.12'
2'4(6/+001/%10%5.#$5.12'
2'4(6/+001/%10%5.#$01/%10%5.#$01/%10%5.#$70'-0"7'-6"9'-3"10'-3"2'-10"12'-8"11'-4"8'-0"19'-6"20'-6"12'-0"18'-0"70'-0"1'-10"14'-4"1'-10"1'-10"16'-4"1'-10"1'-4"52'-0"2'-0"
2'-6"
2'-6"2'-6"5'-3"2'-6"11'-10"
4'-6"14'-4"
7'-0"
12'-0"20'-6"18'-0"31'-6"9'-6"
9'-0"
4'-6"
4'-6"
20'-9"31'-3"
18'-10"
47'-0"
68'-0"
12'-8"14'-0"5'-6"18'-0"20'-6"
3'-0"11'-6"5'-6"4'-0"68'-0"4'-6"10'-3"10'-3"7'-0"1'-0"15'-9"15'-9"11'-0"4'-9"5.12'
2'4(6/+0%1/2#%6'&)4#8'.01/%10%5.#$10)4#&'18'4$#5'%1745'.%5.12'
2'4(6/+016"16"16"
16"
16"
16"
16"
16"16"16"24"
16"16"16"16"16"12"12"12"
12"FOUNDATION PLANSCALE: 14" = 1'-0"9S-510S-511S-5OR10S-511S-5OR10S-517S-5OR(SIMILAR @ GARAGE SEPARATION)6x6 P.T. POST W/SIMPSON PB OR ABU(TYPICAL @ PORCH)6x6 P.T. POST W/SIMPSON PB OR ABU(TYPICAL @ PORCH)17S-5OR10S-52'-6"4'-6"13S-5OR12S-51-12"1-12"6'-0" MAX 10'-0" MAX AT 16'-0" PLATE8"SCALE - N.T.S.RAISED STEM WALL5'-0"12" CRIPPLEWALLPORTAL FRAMESCALE - N.T.S.S
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4 HDU5SB5/8x24BS-2BS-28" THK RAISED STEMWALLREQ'D @ HATCH24"x24"x10" CONC FTG W/ (3) #4 BAR E.W.(TYPICAL @ REAR COVERED PORCH)24"x24"x10" CONC FTG W/ (3) #4 BAR E.W.(TYPICAL @ FRONT COVERED PORCH)THICKEN SLABEDGE AS REQ'DTHICKEN SLABEDGE AS REQ'D2'-012"9'-0"36"x36"X12" CONC.FTG W/ (5) #4 BAR E.W.3'-112"3'-712"8'-0"3'-0"12" THICK FTG. W/ #4BAR @ 7" O.C. E.W.STANDARD FOOTING ANDSTEM WALL REQ'D @ FRONTOF GRG. W/ MIN 24" WIDE FTG.(SEE 13/S-5 FOR SIMILARDETAIL)AS-2AS-248"x48"x12" CONC. FTG.W/ MIN (6) #4 BAR E.W.3'-8"12" THICK FTG. W/ #4BAR @ 7" O.C. E.W.GLB COL. TO BEAR ON CONC.FTG. PROVIDE APPROVEDMOISTURE BARRIER42"x42"x10" CONCFTG W/ (5) #4 BAR E.W.8'-0"30"x30"x10"CONC. FTG. W/(5) #5 BAR E.W.NOTES:1.SEE SHEET S-1 FOR ANCHOR BOLTSPECIFICATIONS.2.SEE DETAIL 14/S-5 FOR TYPICALHOLDOWNSH
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exodus engineering
Phone: (360) 345-1566
luke@exodusengineer.comSCALE:PROJECT #:SHEET NO:ENGINEERING DOCUMENT LICENSE
UNLESS WRITTEN CONSENT FROM EXODUS
ENGINEERING, INC. IS PROVIDED OTHERWISE,
ONLY ONE STRUCTURE IS TO BE BUILT AS A
RESULT OF USE OF THESE ENGINEERING
DOCUMENTS.
EXODUS ENGINEERING RETAINS COPYRIGHTS
TO THE ENGINEERING DEPICTED ON THESE
DRAWINGS AND CALCULATIONS, AND SHALL
NOT BE RE-ISSUED OR RE-USED WITHOUT THE
EXPRESS WRITTEN CONSENT OF EXODUS
ENGINEERING, INC.DRAWN BY:REV. DATE:REV. DATE:4.13.201710755 Palisades St SE
Yelm, WA 98597
Paigen SFR
ROOFFRAMINGPLANS-417-098CJB14" = 1'-0"MFG. ROOF TRUSSES @ 24" O/CMFG. ROOF TR
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CGIRDER TRUSSGIRDER TRUSS4x10 DF#2 (R1)4x8 DF#2 (R2)HDRHDRHDRHDR
HDRHDRHDRHDR4x8 DF#2 (R5)4x8 DF#2 (R3)512"x9" GLB (R4)6x10 DF#2(R6)HDRHDRHDRHDRHDRHDR518"x12" GLB (R7)518"X12" GLB (R7)518"X12" GLB (R8)
518"X12" GLB (R8)CONT. 6x12 DF#2 (R9)CONT. 6x12 DF#2 (R10)512"x1612" GLB (R11)
518"x12" GLB (R12)518"x12" GLB (R13)518"x12" GLB (R13)518"x12" GLB (R14)518"x12" GLB (R15)518"x12" GLB (R16)
HDR4x10 DF#2 (R17)BEAM POCKETOR HUCQ TOSOLID FRAMINGBEAM POCKET PER4/S-1OR HUCQ TOSOLID FRAMINGBEAM POCKETOR HUCQ TOSOLID FRAMINGMITER CUT BM'S OVER6x6 P.T. COL.W/ SIMPSON ACEMITER CUT BM'S OVER6x6 P.T. COL.W/ SIMPSON ACEMITER CUT BM'S OVER6x6 P.T. COL.W/ SIMPSON ACESIMPSON HUCQ5.25/9-SDSMITER CUT BM'S OVER6x6 P.T. COL.W/ SIMPSON ACEMITER CUT BM'S OVER6x6 P.T. COL.W/ SIMPSON ACE6x6 P.T. COL.W/ SIMPSONPC OR AC6x6 P.T. COL.W/ SIMPSONPC OR ACHUCQ TO SOLIDFRAMINGHUCQ TO SOLIDFRAMING1S-51S-51S-51S-5LGT2LGT2LGT2LGT2LGT2LGT2TS22LGT2NOTES:1.ALL GIRDER TRUSSES SHALL BESUPPORTED BY THE SAME NUMBEROF BUILT UP 2x AS THE NUMBER OFTRUSS PLY'S.2.SEE DETAIL 2/S-5 FOR TYPICALGIRDER ATTACHMENT.3.ALL OPENINGS GREATER THAN 5'-0"SHALL HAVE A MINIMUM OF (2) 2x6TRIMMERS & (2) 2x6 KING STUDS.(UNLESS NOTED OTHERWISE)4.ALL UNSPECIFIED HEADERS SHALLBE A MINIMUM OF A 4x8 DF#2 ORDBL 2x10 DF#2.5.SHEATH ROOF PER DETAIL 3/S-1LGT2LGT2LGT2LGT2HDRBEAM "R6" TO BEAROVER (2) 2x6TRIMMERS, EA. END.GIRDER TO BEAROVER MIN (3) 2x6GIRDER TO BEAROVER MIN (3) 2X6CONT. 6x12 OVER PORTALFRAMES, EA. END.CONT. 6x12 OVER PORTALFRAMES, EA. END.512"x6" GLB COLUMNAT GIRDER BEARING3S-5(SIMILAR)TRUSSED OVERFRAMINGPER DETAIL 4/S-5 OROPTIONAL 2x6 RAFTERS@ 24" O.C., BRACESPANS OVER 6'-0" DOWNTO TO TRUSSES BELOW.TRUSSED OVERFRAMINGPER DETAIL 4/S-5 OROPTIONAL 2x6 RAFTERS@ 24" O.C., BRACESPANS OVER 6'-0" DOWNTO TO TRUSSES BELOW.2x6 RAFTERED OVERFRAMING @24" O.C., BRACE SPANS OVER 6'-0"DOWN TO TO TRUSSES BELOW.TRUSSED OVERFRAMINGPER DETAIL 4/S-5 OROPTIONAL 2x6 RAFTERS@ 24" O.C., BRACESPANS OVER 6'-0" DOWNTO TO TRUSSES BELOW.5S-56S-5MIN (4) 2x6, (2) FOR "R4"BEARING AND ADDITIONAL (2)FOR HANGER ATTACHMENTMIN (3) 2x6AT BEARINGPOCKET PERDETAIL 4/S-1MIN (3) 2X6AT BEARINGPOCKET PERDETAIL 4/S-1BALLOON FRAME RV BAY W/ 2x6STUDS @ 16" O.C., TYPICALLOFT AREA ABOVE WORKSHOP, DO NOTBALLOON FRAME WORKSHOP WALLS7S-5MFR. TRUSSBLK'G OVER S.W.CAPABLE OFTRANSFERRING170PLGLATERAL LOADGIRDER TRUSS CAPABLEOF TRANSFERRING960LBS LATERAL LOADSTRAP GIRDER TRUSSBTM CHORDS W/SIMPSON MST37 STRAPLGT2SEE DETAIL 8/S-5ROOF FRAMINGSCALE: 14" = 1'-0"NOT FULL HEIGHT WALL,AT FIRST FLOOR ONLYSEE DETAIL 15/S-5FOR TYPICALSTEPPED TOP PLATETRUSS BEARING WALLTRUSSBEARING WALL2x4 FLAT BLK'G TOALIGN W/ TRUSS BLK'GCS16 STRAP OVERFLAT 2x4 BLK'G W/48" END LENGTHOVER TRUSS BLK'G***EXODUS ENGINEERING TOREVIEW AND VERIFY TRUSSLAYOUT AND ENGINEERINGPRIOR TO CONSTRUCTION
exodus engineering
Phone: (360) 345-1566
luke@exodusengineer.comSCALE:PROJECT #:SHEET NO:ENGINEERING DOCUMENT LICENSE
UNLESS WRITTEN CONSENT FROM EXODUS
ENGINEERING, INC. IS PROVIDED OTHERWISE,
ONLY ONE STRUCTURE IS TO BE BUILT AS A
RESULT OF USE OF THESE ENGINEERING
DOCUMENTS.
EXODUS ENGINEERING RETAINS COPYRIGHTS
TO THE ENGINEERING DEPICTED ON THESE
DRAWINGS AND CALCULATIONS, AND SHALL
NOT BE RE-ISSUED OR RE-USED WITHOUT THE
EXPRESS WRITTEN CONSENT OF EXODUS
ENGINEERING, INC.DRAWN BY:REV. DATE:REV. DATE:5.8.2017FIRST FLOORSHEARLAYOUT ANDLOFTFRAMINGS-317-098CJB14" = 1'-0"Ä%.)Ä%.)%1(('4'&%.)8#7.6'&%.)8#7.6'&%.)COVERED PATIOÄ%.)Ä%.):/'6#.41..Ä72+057.#6'&Ä:Ä/'6#.41..Ä72+057.#6'&%1(('4'&%.)70'-0"18'-6"9'-3"10'-3"12'-4"5'-4"Ä%.)14'-4"11'-8"2'-6"6'-10"5'-4"5'-4"15'-4"
2'-10"12'-8"11'-4"8'-0"19'-6"20'-6"12'-0"18'-0"70'-0"2'-0"14'-0"2'-0"2'-0"16'-0"2'-0"1'-6"52'-0"2'-0"
2'-6"
2'-6"2'-6"5'-3"2'-6"11'-10"
4'-6"14'-4"
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52x12 DF#2 @ 16" O.C. (F1) OR OPTIONAL134"x1178" MFR. I-JSTS (PER MFR. LAYOUT)FIRST FLOOR SHEAR WALL LAYOUTAND LOFT FRAMINGSCALE: 14" = 1'-0"4x8 DF#2 OR DBL 2x10DF#2 AT LOW HEADER(SEE ROOF PLAN FORUPPER WINDOWS)SHEATH UPPER WALLS OFLOFT AS "A" TYPE WALLSNOTES:1.SEE SHEET S-1 FOR SHEAR WALLSPECIFICATIONS.2.ALL UNSPECIFIED HEADERS SHALLBE A MINIMUM OF A 4x8 DF#2 ORDBL 2x10 DF#2.3.SEE DETAIL 14/S-5 FOR TYPICALHOLDOWNS16S-5AS-2AS-2BS-2BS-2TRUSS BEARING WALLTRUSSBEARING WALL5.8.2017
exodus engineering
Phone: (360) 345-1566
luke@exodusengineer.comSCALE:PROJECT #:SHEET NO:ENGINEERING DOCUMENT LICENSE
UNLESS WRITTEN CONSENT FROM EXODUS
ENGINEERING, INC. IS PROVIDED OTHERWISE,
ONLY ONE STRUCTURE IS TO BE BUILT AS A
RESULT OF USE OF THESE ENGINEERING
DOCUMENTS.
EXODUS ENGINEERING RETAINS COPYRIGHTS
TO THE ENGINEERING DEPICTED ON THESE
DRAWINGS AND CALCULATIONS, AND SHALL
NOT BE RE-ISSUED OR RE-USED WITHOUT THE
EXPRESS WRITTEN CONSENT OF EXODUS
ENGINEERING, INC.DRAWN BY:REV. DATE:REV. DATE:4.13.201710755 Palisades St SE
Yelm, WA 98597
Paigen SFR
STRUCTURALDETAILSS-517-098CJB14" = 1'-0"SCALE - N.T.S.SCALE - 34" = 1'THICKENDED SLAB FOOTINGTYPICAL TRUSS TO TOP PLATE716" OSB OR 1532" CDXPLYWD, 8d @ 6" EDGEAND 12" FIELD NAILINGTYP U.N.O.PRE-FAB ROOF TRUSSES,SEE FRAMING PLAN ANDMANUFACTURER'S SHOPDRAWINGSGYPSUM BD AS REQ'D2x6 STUDS @ 16"O.C. U.N.O.H2.5A TO TOP PLATE,TYP EA. TRUSSEDGE NAIL INTO BLK'G,TYP2x BLK'G TYP, VENT ASREQ'DDBL TOP PLATEEXTERIOR FINISH PERPLANCONT.716" OSB OR 1532"PLYWD SHEATHING, TYP10 MIL. VAPOR BARRIEROVER 4" CRUSHED &COMPACTED FILLMATERIAL8d EDGE NAILING @ 6" O.C.HANGER PER TRUSS MFRGIRDER PER PLAN/TRUSS MFROVERFRAMING DETAILCONT. SHEATHINGUNDER OVERFRAMING,MAX 18"X24" OPENINGSSPACED 8'-0" O.C. FORVENTILATIONATTACH 2x6 FLAT TO EA.TRUSS W/(2) 16d AT VALLEYSTRUSSESPERPLANGYP BD. AS REQ'D2x4 STUDS @ 16" O.C.P.T. SILL AND MASAP, OR 58"A.B. @ 48" O.C. (WEDGEANCHOR OPTIONAL).4" CONC. SLAB W/6x6WWF OR #4 @ 24" O.C.EA. WAY16"(2) #4 CONT.12"10 MIL. VAPOR BARRIEROVER CRUSHED/COMPACTEDFILL OR PEA GRAVEL BASESHEATHING / NAILINGPER S.W. SCHEDULELGT2(3)(4) DETAILLGT
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LGT FROM GIRDER TO STUDSBELOW. SIMILAR AT LGT3, ORLGT4. USE APPROPRIATECONNECTOR FOR THENUMBER OF PLYS USED FORTHE TRUSS.TYPICAL EXTERIOR FOOTINGSCALE - N.T.S.#4 VERTICALS @ 48" O.C.#4 HORIZONTALS @ 24" O.C.(2) #4 CONTINUOUS#4 CONT. WITHIN 12" OFTOP OF WALLP.T. SILL W/ANCHORS PERS.W. SCHED.EDGE NAILING INTO P.T. SILL(HDG)716" OSB OR OTHERSHEATHING PER SWSCHED.VAPOR BARRIER AND SIDINGPER ARCH. PLANS2x6 STUDS @ 16" O.C.4" CONC. SLAB W/6x6WWF OR #4 REBAR @ 24"O.C. EA. WAY10 MIL. VAPOR BARRIER OVER4" CRUSHED & COMPACTEDFILL MATERIAL3"
8"16"12" MIN
48" MAX
6"5"5"GRADEINSULATION PER ARCH.FIRM UNDISTURBED SOILOR STRUCTURAL FILL3"8"16"12" MIN48" MAX#4 VERTICALS @ 48" O.C.#4 CONTINUOUS6"5"5"GRADETYPICAL FOUNDATION AT SLABSCALE - N.T.S.4" CONC. SLAB W/6x6WWF OR #4 REBAR @ 24"O.C. EA. WAY. (PERCONTRACTOR)#4 CONT.2x P.T. SILL W/ANCHORSPER S.W. SCHED.EDGE NAILINGINTO P.T. SILL(HDG)716" OSB PER SWSCHED.VAPOR BARRIERAND SIDING2x STUDS @ 16" O.C.ATTACH TRUSS TOPCHORD TO EA. STUDWITH (2) .131"x3" MINCONT. 716" OSBSHEATHING OVERWALL PRIOR TOPLACING TRUSSES8d @ 6" O.C.ATTACH BOT. AND TOPCHORDS TO FRAMINGWITH (2) .131"x3" @ 24"O.C. MAXTRUSSES PER MFRLOWER TRUSS TO UPPERFLOOR SHEAR CONNECTIONSCALE - 34" = 1'JOISTS PER PLANNAILING PER SW SCHED.SCALE - 1" = 1'-0"thickended slab footing12" GYP BD OR OSB SHEATHINGOVER BEARING WALL2x6 STUDS @ 16" O.C.P.T. SILL AND MASAP, OR 12"A.B. @ 48" O.C. (WEDGEANCHOR OPTIONAL).4" CONC. SLAB W/6x6WWF OR #4 @ 24" O.C.EA. WAY16"(3) #4 CONT.12"VAPOR BARRIER OVERCRUSHED/COMPACTED FILLOR PEA GRAVEL BASEGYP BD AS REQ'DSCALE - 34" = 1'SCALE - NTSOPTIONAL EXTERIOR FOUNDATION2"
6" MIN
12" MIN
16"123"(2) #4 CONT.GRADESCALE - N.T.S.INSULATION FORTHERMAL BREAKPER IRC.4" CONC. SLAB W/6x6WWF OR #4 REBAR @ 24"O.C. EA. WAY. (PERCONTRACTOR)2x P.T. SILL W/ANCHORSPER S.W. SCHED.EDGE NAILINGINTO P.T. SILL(HDG)716" OSB OR OTHERSHEATHING PER SWSCHED.VAPOR BARRIERAND SIDING2x STUDS @ 16" O.C.GYP BD AS REQ'DSCALE - 34" = 1'-0"TRUSSES TO SHEATHED WALLATTACH 2x6 BLK'GTO EA. STUD WITH(2) .131"x3" MINCONT. 716" OSBSHEATHING OVERWALL PRIOR TOPLACING TRUSSES8d @ 6" O.C. TO BLK'GTRUSS TO BE DESIGNED FORBEARING ON A 2x6 LEDGERU HANGERS FROM TRUSS TOLEDGER (PER TRUSS MFR)ATTACH 2x6 LEDGER WITH (2) 14"x4" SDSSCREWS @ 24" O.C.34" OR 2332" T&G, TYPJOISTS PER LEXAR PLANS716" OSB OR 1532" CDX PLYWD,6" EDGE AND 12" FIELDNAILING TYP U.N.O.PRE-FAB ROOF TRUSSES, SEEFRAMING PLAN ANDMANUFACTURER'S SHOPDRAWINGS2x STUDS @ 16" O.C.U.N.O.H2.5A TO TOP PLATE,TYP EA. TRUSS.EDGE NAIL INTOBLK'G, TYP2x VENTED BLK'G ORSHEATHED TRUSSPANELSDBL TOP PLATEEXTERIOR FINISH PERPLANCONT.716" OSB OR 1532"PLYWD SHEATHING, TYPVENTED SOFFITEDGE NAIL TO 2x,ATTACH TO FRAMINGWITH (2) 16d @ 24" O.C.NOTE: S.W. SHEATHINGMAY BE INSTALLED ONINSIDE FACE FOR EASEOF INSTALLATIONTRUSSES TO SHEATHEDWALL @ SADDLE716" OSB SHEATHINGTRUSSES PER MANUFACTURERHANGERS PER TRUSS MFR(OMITTED FOR CLARITY)T&G SUBFLOOR PER PLAN,EDGE NAIL TO BLK'G WITH.148"x3" @ 6" O.C.JOISTS PER PLANBEAM PER PLANATTACH 2x BLK'G TO RIMWITH (2) .131"x3" @ 12" O.C.ROOF SADDLE BEYONDSCALE - 34" = 1'SCALE - 34" = 1'-0"TRUSS BLK'G TO TOP PLATETS22 OR SIMILARTO TOP PLATESCALE - N.T.S.SIMPSON TS22 STRAP#4 HORIZ @ 24" O.C.GYP BD. AS REQ'DRIM JOIST PER JOIST MFRA35 PER PLAN, NOT REQ'DON ALL CONNECTIONS716" OSB OR 1532" CDXAT SHEAR WALLST&G SUBFLOOR.131"x3" @ 6" O.C.DIAPHRAGM EDGENAILING, TYP..148"x3-12" @ 8" O.C. SEE SWSCHED.LTP PER SW SCHED. IFSHEATHING SPLICED ATBOT. PLATE.131"x3" @ 6" O.C.cont. horiz.rebar min.length 2x LeUSE SB 58"x24"ANCHOR BOLTSUSE "RJ" MODEL WHERERIM JOIST IS PRESENTSTHD"XX"3"-5"SCALE - 34" = 1'PLATE CONNECTION AT ELEV. CHANGESperarch.ST6224 @ PLATECHANGES FORCONTINUTIY(2) 2x6 BLK'GONE FULL STUDBAY (12" MIN)PLATE CHANGEPER PLANSTUDS @ 16" O.C.CONT. DBL TOPPLATESCALE - N.T.S.THICKENDED HOLDOWNSHDU5SCALE - 34" = 1'STACKED JOISTS AT RIMATTACH HDU TOMIN (2) 2x6 STUDSOPTIONAL EXTERIOR FOUNDATIONSEE DETAIL 11 FORSIMILAR SPECIFICATIONS2"2"12" MIN16"123"(3) #4 CONT.SCALE - N.T.S.SLABWHEREOCCURS