2021.0040 Wyndstone Building 2-3-4 - S-Sheets - 5.20.2020REVISION TABLE
NUMBER DATE REV. BY DESCRIPTION
SHEET NO:PRINT DATE:EXODUS ENGINEERING
PHONE: (360) 345-1566
LUKE@EXODUSENGINEER.COMDRAWN BY:PROJECT #5.20.20205.20.2020REV-1 5.20.20 LWM Roof Dormer Rev
CJB19-0312Wyndstone - Bldg 2/3/4
15025 Tahoma Blvd SE
Yelm, WAS-1STRUCTURAL NOTES(THE FOLLOWING APPLY UNLESS DETAILED OR SPECIFIED OTHERWISE ON THE PLANS)NAILS:Connection designs are based on the published requirements intable 2304.10.1 of the IBC. Alternate fastening schedules may beapproved if provided to the engineer for review prior toconstruction.PREFABRICATED ROOF TRUSSESPrefabricated roof trusses to be designed fabricated and installedper manufacturer's drawings and installation instructions.Pre-fabricated items to be designed by a licensed ProfessionalEngineer. Fabricator to provide all truss to truss connectiondetails. All temporary and permanent bracing required for thestability of the truss elements under gravity loads and in-planewind or seismic loads shall be designed by the truss engineer.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@ Foundation32" O.C.2xSHEAR WALL NOTESA2x DF - STUD.148"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 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 PLAN24" O.C.2x3x/(2) 2xDDF - 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.LTP5 @ 24" O.C.ST6215 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 : FIRST FLOOR SHEARS-4 : 2ND FLOOR FRAMINGS-5 : 2ND FLOOR SHEARS-6 : 3RD FLOOR FRAMINGS-7 : 3RD FLOOR SHEARS-8 : ROOF FRAMINGS-9 : STRUCTURAL DETAILSS-10 : STRUCTURAL DETAILS350/532260/364400/600410/714.148"x3-12"@8" O.C..148"x3-12"@8" O.C..148"x3-12"@8" O.C.NOTATIONS 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 FIELD16" O.C.2x3x/(2) 2xEDF - STUDLTP5 @ 6" O.C.640/896.148"x3-12"@8" O.C.ANCHOR BOLTSAll anchor bolts embedded in concrete or masonry shall be beA307 UNO.Post-installed bolts into concrete not otherwise specified shall beSimpson Titen HD 58"x10" anchors. Install in accordance withmanufacturer's specifications, including minimum embedment andedge distance requirements. Epoxy-Grouted items specified on thedrawings shall be grouted with Simpson SET-XP Epoxy.METAL CONNECTORSAll metal connectors coming in contact with P.T. wood shall beSimpson "Z-Max", triple zinc coated, or hot dipped galvanized forcorrosion resistance.GENERAL NOTES:Please verify all dimensions prior to construction. Anymodifications to the structure must be reviewed and approved byexodus engineering. All methods, materials, and workmanship shallbe in accordance with the International Building Code (IBC) 2015Edition.PRESERVATIVE TREATED WOOD:IBC 2304.12, Wood used above ground shall be pressure treated inaccordance with AWPA U1 for the conditions listed in the code.Wood to be used below ground or in contact with the ground shallmeet AWPA U1 UC4B FOR PRESERVATIVE AND RETENTION.REINFORCING STEEL:Minimum grade 60. Lap all splices a minimum of 32 bar diameters or18". Lap horizontal steel at corners and intersections in footingsand walls with corner bars. Minimum concrete cover for reinforcingsteel per aci 318:xInterior faces of slabs &/or walls = 1-1/2"xExposed to weather or earth 1-1/2" for #5 and smaller and 2"for #6 and larger.xFooting bars require 3" cover.CONCRETE:All concrete materials and placement shall be per the IBC 2015Section 1901. Minimum design strength (F'c) shall be 2,500 PSI,however 3,000 psi concrete is required for weathering protectionwhere concrete is exposed to the weather per ibc. Air entrainmentshall be 5% +/-1%. aggregate size = 7/8" maximum.DESIGN LOADSRoof Load:25 psf Snow, 15 psf DeadExterior Walls: 12 psf DeadInterior Walls: 8 psf DeadFloor Load:Floor (Typical) 40 psf Live, 20 psf DeadStairs/Breezeway 100 psf Live, 60 psf Dead (4" Concrete)Deck60 psf Live, 60 psf Dead (4" Concrete)Wind Speed:110 mph (Ult), 85 mph (ASD)Seismic: Design Cat. "D", Ss = 1.25, S1 = .50, Sds = .81Importance:Ie = 1.0Site Class "D"Seismic Response R = 6.5Soil Bearing:1,500 psf Unless Noted Otherwise, Min. BearingDepth Shall Be 12" Unless Noted Otherwise1.9 WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANSA. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, ALL NAILS SHALL BE AS SPECIFIED ABOVE. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 16" O.C. TWO STUDS MINIMUM SHALLBE PROVIDED AT THE END OF WALLS AND AT EACH SIDE OF ALL OPENINGS. ALL INTERIOR AND EXTERIOR LOAD BEARINGHEADERS NOT SPECIFIED OR OTHERWISE NOTED ON THE PLAN ARE TO BE EITHER A 4x10 OR 6x8 DF#2 WITH AT LEAST ONE CRIPPLE AND ONE KING STUD FOR EACH END AT OPENINGS LESS THAN 5' WIDE AND TWO CRIPPLES AND ONE KING STUD FOR ALL OTHERS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE SOLID BLOCKING BETWEEN STUDS AT 4' O.C. ON ALL WALLS OVER 10' IN HEIGHT.WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d AT 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE SIX 16d NAILS AT 4" O.C. EACH SIDE OF JOINT.ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 6" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER A307 ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) @ 4'-0" O.C. UNLESS INDICATED OTHERWISE. BOLTS SHALL HAVE A MINIMUM 3"x3x"1/4" PLATE WASHER. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d @ 6" O.C. STAGGERED.REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT NOTED OTHERWISE, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE 5d COOLER NAILS FOR 1/2" GWB AND 6d COOLER NAILS FOR 5/8" GWB. PROVIDE 1/2" (NOM.) APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH NAILS @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH NAILS @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS.C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOISTS LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS.TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI-JOIST BEAMS TOGETHER WITH 16d @ 12" O.C. STAGGERED. ATTACH EACH RAFTERS AT BEARING LINES WITH A SIMPSON H2.5T. UNLESS OTHER METAL CONNECTIONS ARE PROVIDED.1.8 WOOD FASTENERSA. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:SIZELENGTH DIAMETER6d 2" 0.113"8d 2-12" 0.131"10d 3" 0.148"12d 3-14" 0.148"16d 3-12" 0.162"20d 4" 0.192"IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR REVIEW AND APPROVAL. FASTENERS PER ESR 1539 SHALL BE ADEQUATE ALTERNATES.B. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING.1.7 ALL CONNECTIONS IN CONTACT WITH PRESSURE TREATED WOOD, SHALL BE OF HOT DIPPED GALVANIZED STEEL OR STAINLESS STEEL. HOT DIPPED GALVANIZED FASTENERS SHOULD CONFORM TO ASTM STANDARD 153, AND HOT DIPPEDGALVANIZED CONNECTORS SHOULD CONFORM TO ASTM STANDARD A653 (CLASS G-185). STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OR 316. NOTE: ELECTROPLATED GALVANIZED FASTENERS AND CONNECTORS ARE NOT TO BE USED WITH PRESSURE TREATED WOOD. SIMPSON PRODUCT FINISHES CORRESPONDING TO THE ABOVE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST300 (STAINLESS STEEL).1.6 TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C-C2017 (or newer) EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER ANDSIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERSUNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERSCONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS OR IUS" HANGERS.1.5 ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE, PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC. AND CONCRETE OR MASONRY.1.4 PLYWOOD SHEATHING SHALL BE GRADE C-D OR BETTER, EXTERIORGLUE OR STRUCTURAL II. EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1-95 OR PS 2-92. ORIENTED STRAND BOARDOF EQUILIVENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS.1.3 PREFABRICATED ROOF TRUSSES ARE NOT ANTICIPATED. HOWEVER,ANY PRE-ENGINEERED TRUSSES OR FLOOR JOISTS SHALL BE DESIGNED BY THE MANUFACTURER, AND MEET THEMINIMUM LOADING REQUIREMENTS SHOWN ON THESE ENGINEERING SHEETS. LOADING SHALL BE PER THE CRITERIALISTED ON THIS SHEET:PRE-FABRICATED JOISTS OR TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMITSHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND ENGINEER FOR REVIEW PRIOR TO FABRICATION.1.2 GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBERSHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, FV = 240 PSI.ALL CONTINUOUS OR CANTILEVERED SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8 Fb = 2,400 PSI, Fv = 240 PSI.1.1 FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.I.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS, U.N.O. ON THE PLAN SPECIFICATIONS:JOISTS: (2x, 3x, AND 4x MEMBERS)DOUG-FIR NO. 2POSTS AND TIMBERS:DOUGLAS FIR NO. 1MINIMUM BASIC DESIGN STRESS, F'c = 1,000 PSISTUDS, PLATES, & MISCELLANEOUS LIGHT FRAMING DOUGLAS FIR NO. 2.1.0WOODGLUED LAMINATED BEAMS (GLB)GLUED LAMINATED WOOD BEAMS SHALL BE GRADE DF 24F-V4,Fb=2,400 PSI, Fv= 240 PSI U.N.O.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=3,100psiSTATEMENT OF SPECIAL INSPECTIONS:SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND AS NOTED HEREIN.VERIFY USE OF PROPER MATERIALS, DENSITIESAND LIFT THICKNESS DURING PLACEMENT ANDCOMPACTION OF COMPACTED FILLPRIOR TO PLACEMENT OF COMPACTED FILL,OBSERVE SUBGRADE AND VERIFY THAT SITE HASBEEN PREPARED PROPERLYVERIFICATION AND INSPECTIONSHEAR WALL NAILINGNAILING, BOLTING, AND ANCHORAGE OFCOMPONENTS, INCLUDING HOLD DOWNS,THAT ARE PART OF THE MAIN FORCERESISTING SYSTEMXXWOOD FRAMINGC P REFERENCED STANDARDXXIBC 1705.11.1, 1705.12.2IBC 1705.11.1, 1705.12.2NOTESSPECIAL INSPECTION NOT REQUIREDON PORTIONS OF THE STRUCTUREVERIFICATION AND INSPECTIONVERIFY MATERIALS BELOW SHALLOWFOUNDATIONS ARE ADEQUATE TO ACHIEVE THEDESIGN BEARING CAPACITYSOILSC P REFERENCED STANDARDXIBC 1705.6NOTESONLY IF REQUIREDONLY IF REQUIREDWHERE FASTENER SPACING IS >4" O.C.FOUNDATIONS:All foundations shall be placed on firm un-yielding soil. If ageo-tech report is required by the municipality, the report andrecommendations shall be provided to Exodus Engineering prior toconstruction.
REVISION TABLE
NUMBER DATE REV. BY DESCRIPTION
SHEET NO:PRINT DATE:EXODUS ENGINEERING
PHONE: (360) 345-1566
LUKE@EXODUSENGINEER.COMDRAWN BY:PROJECT #5.20.20205.20.2020REV-1 5.20.20 LWM Roof Dormer Rev Wyndstone - Bldg 2/3/4
15025 Tahoma Blvd SE
Yelm, WACJB19-0312S-2FOUNDATION NOTES1. SEE S-1 PAGE FOR SILL ANCHOR INFORMATION2. SEE 18/S-9 FOR HOLD DOWN INFORMATION3. STEP FOUNDATION AS REQUIRED PER DETAIL 19/S-94. INDICATES POINT LOAD FROM ABOVE.1234567891011121314BCDAESTHD14STHD14STHD14STHD14STHD14STHD14STHD14STHD14STHD14
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STHD10STHD10STHD10STHD10STHD10STHD1036"x36"x12" CONC. FTG.W/ (5) #4 BAR E.W.36"x36"x12" CONC. FTG.W/ (5) #4 BAR E.W.36"x36"x12" CONC. FTG.W/ (5) #4 BAR E.W.36"x36"x12" CONC. FTG.W/ (5) #4 BAR E.W.80'-6"
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4FOUNDATION PLANSCALE: 316" = 1'-0"1S-10(TYPICAL)1S-10(TYPICAL)1S-10(TYPICAL)1S-10(TYPICAL)1S-10(TYPICAL)1S-10(TYPICAL)1S-10(TYPICAL)1S-10(TYPICAL)2S-10(TYPICAL)2S-10(TYPICAL)2S-10(TYPICAL)2S-10(TYPICAL)3S-104S-10(TYPICAL)4S-10(TYPICAL)4S-10(TYPICAL)4S-10(TYPICAL)4S-10(TYPICAL)4S-10(TYPICAL)4S-10(TYPICAL)4S-10(TYPICAL)4S-10(TYPICAL)4S-10(TYPICAL)4S-10(TYPICAL)4S-10(TYPICAL)4S-10(TYPICAL)4S-10(TYPICAL)4S-10(TYPICAL)4S-10(TYPICAL)4S-10(TYPICAL)4S-10(TYPICAL)5S-105S-105S-105S-105S-105S-105S-105S-106S-10(TYPICAL)(AS REQ'D)6S-10(TYPICAL)(AS REQ'D)6S-10(TYPICAL)(AS REQ'D)6S-10(TYPICAL)(AS REQ'D)6S-10(TYPICAL)(AS REQ'D)6S-10(TYPICAL)(AS REQ'D)6S-10(TYPICAL)(AS REQ'D)6S-10(TYPICAL)(AS REQ'D)11S-1011S-1011S-1011S-1021S-9(FIRE ROOM)6x6 DF#1 COL. W/SIMPSON PPBZ ORABU PER 20/S-9(TYPICAL)24"x24"x10" CONC. FTG.W/ (3) #4 BAR E.W. (TYP)6x6 DF#1 COL. W/SIMPSON PPBZ ORABU PER 20/S-9(TYPICAL)24"x24"x10" CONC. FTG.W/ (3) #4 BAR E.W. (TYP)6x6 DF#1 COL. W/SIMPSON PPBZ ORABU PER 20/S-9(TYPICAL)24"x24"x10" CONC. FTG.W/ (3) #4 BAR E.W. (TYP)6x6 DF#1 COL. W/SIMPSON PPBZ ORABU PER 20/S-9(TYPICAL)24"x24"x10" CONC. FTG.W/ (3) #4 BAR E.W. (TYP)24"x24"x10" CONC. FTG.W/ (3) #4 BAR E.W. (TYP)6x6 DF#1 COL. W/SIMPSON PPBZ ORABU PER 20/S-924"x24"x10" CONC. FTG.W/ (3) #4 BAR E.W. (TYP)6x6 DF#1 COL. W/SIMPSON PPBZ ORABU PER 20/S-924"x24"x10" CONC. FTG.W/ (3) #4 BAR E.W. (TYP)6x6 DF#1 COL. W/SIMPSON PPBZ ORABU PER 20/S-94S-10(SIMILAR)4S-10(SIMILAR)4S-10(SIMILAR)ABU46 @ 4x6 P.T. POSTABU46 @ 4x6 P.T. POSTABU46 @ 4x6 P.T. POSTTHICKEN SLAB TO FTG.BELOW, ATTACH P.T.4x6 COL. W/ ABU46P.T. 4x6 POSTW/ ABU4624"x24"x10" CONC. FTG.W/ (3) #4 BAR E.W. (TYP)6x6 DF#1 COL. W/SIMPSON PPBZ ORABU PER 20/S-9(FULLY SHEATH OUTSIDE FACE OF BOTH 2X4 SEPARATION WALLS W/ 716" OSB PRIOR TO FRAMING PERP. WALLS)(FULLY SHEATH OUTSIDE FACE OF BOTH 2x4 SEPARATION WALLS W/ 716" OSB PRIOR TO FRAMING PERP. WALLS)(FULLY SHEATH OUTSIDE FACE OF BOTH 2X4 SEPARATION WALLS W/ 716" OSB PRIOR TO FRAMING PERP. WALLS)2S-10(TYPICAL)2S-10(TYPICAL)CONCRETESLAB ON GRADECONCRETESLAB ON GRADECONCRETESLAB ON GRADECONCRETESLAB ON GRADECONCRETESLAB ON GRADECONCRETESLAB ON GRADE2'-0"5'-8 3/4"1'-7"1'-6"1'-7"1'-6"7'-9 3/4"
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REVISION TABLE
NUMBER DATE REV. BY DESCRIPTION
SHEET NO:PRINT DATE:EXODUS ENGINEERING
PHONE: (360) 345-1566
LUKE@EXODUSENGINEER.COMDRAWN BY:PROJECT #5.20.20205.20.2020REV-1 5.20.20 LWM Roof Dormer Rev Wyndstone - Bldg 2/3/4
15025 Tahoma Blvd SE
Yelm, WACJB19-0312S-3SHEAR WALL NOTES1. SEE 18/S-9 FOR HOLD DOWNINFORMATION2. SEE SHEAR WALL SCHEDULE ON S-1 FORNAILING AND ANCHOR SPACINGSTHD14STHD14STHD14STHD14STHD14STHD14STHD14STHD14STHD14STHD14
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1
4
HDQ8SB7/8x
2
4HDQ8SB7/8x24HDQ8SB7/8x24H
D
Q
8
S
B
7
/
8
x
2
4
H
D
Q
8
S
B
7
/
8
x
2
4HDQ8SB7/8x24STHD14STHD14STHD14STHD14 STHD14STHD14STHD14STHD14STHD14STHD14
STHD14S
T
H
D
1
4
S
T
H
D
1
4
STHD14S
T
H
D
1
4STHD14S
T
H
D
1
4
STHD14S
T
H
D
1
4
STHD14HDQ8SB7/8x24HDQ8SB7/8x24
H
D
Q
8
S
B
7
/
8
x
2
4
HDQ8SB7/8x24HDQ8SB7/8x24H
D
Q
8
S
B
7
/
8
x
2
4
HDQ8SB7/8x24H
D
Q
8
S
B
7
/
8
x
2
4
H
D
Q
8
S
B
7
/
8
x
2
4
HDQ8SB7/8x24STHD10STHD10STHD10STHD10STHD10STHD10
STHD10STHD10STHD10STHD10STHD10STHD10LOWER FLOOR SHEAR LAYOUTSCALE: 316" = 1'-0"WHREFRIGDWREFRIGWHDWREFRIGWHDWWHREFRIGWHDWWHREFRIGDWWHREFRIGDWWHREFRIGDWREFRIGDW1234567891011121314BCD80'-6"AESTHD14STHD14 STHD14STHD14
STHD14S
T
H
D
1
4
S
T
H
D
1
4STHD14(FULLY SHEATH OUTSIDE FACE OF BOTH 2X4 SEPARATION WALLS W/ 716" OSB PRIOR TO FRAMING PERP. WALLS)(FULLY SHEATH OUTSIDE FACE OF BOTH 2X4 SEPARATION WALLS W/ 716" OSB PRIOR TO FRAMING PERP. WALLS)(FULLY SHEATH OUTSIDE FACE OF BOTH 2X4 SEPARATION WALLS W/ 716" OSB PRIOR TO FRAMING PERP. WALLS)BEDROOM 1BEDROOM 2125 SFBEDROOMCLOSET 1ENTRYKITCHENBATHCLOSET 2PANTRYSTORAGEPATIO/BALCONYLIVINGSTORAGECLOSET 3KITCHENBATH 2CLOSET 4ENTRYPATIOCLOSET 1CLOSET 2BATH 1PANTRYM. BEDROOMBEDROOM 2PATIOSTORAGELIVINGCLOSET 1M. BATHENTRYBATH 2CLOSET 4KITCHENBEDROOM 3CLOSET 3CLOSET 2BEDROOM 2KITCHENBATH 2ENTRYBEDROOM 1LIVINGM. BEDROOMM. BATHBATH 2KITCHENENRTYBEDROOM 1LIVINGBATH 1BEDROOM 1LIVINGBEDROOM 2ENTRYKITCHENBATH 2BATH 2KITCHENBEDROOM 2ENTRYBEDROOM 1LIVINGM. BATHM. BATHPATIOPATIOPATIOPATIOBEDROOM 1LIVINGM. BEDROOMM. BATHBEDROOM 2KITCHENBATH 2ENTRYPANTRYPANTRYPANTRYPANTRYCLOSET 4CLOSET 4CLOSET 4FIRE RISERFRAME 2x4 CEILINGJSTS OVER FIRE RISERROOM @ 24" O.C.
REVISION TABLE
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SHEET NO:PRINT DATE:EXODUS ENGINEERING
PHONE: (360) 345-1566
LUKE@EXODUSENGINEER.COMDRAWN BY:PROJECT #5.20.20205.20.2020REV-1 5.20.20 LWM Roof Dormer Rev Wyndstone - Bldg 2/3/4
15025 Tahoma Blvd SE
Yelm, WACJB19-0312S-4FLOOR FRAMING NOTES1. EXODUS ENGINEERING TO REVIEW THE MFR. FLOOR JOISTLAYOUT PRIOR TO CONSTRUCTION.2. ALL BEARING WALL OR EXTERIOR OPENINGS 5'-0" OR LARGERSHALL HAVE MIN. (2) TRIMMERS U.N.O.3. OPENINGS OVER 6'-0" SHALL HAVE (2) 2x6 KING STUDS U.N.O.4. INDICATES POINT LOAD. PROVIDE FULL BR'G TO FDN W/ 2xB.U. STUDS & BLK'G AS REQ'D U.N.O.1S-91S-91S-91S-98S-98S-98S-98S-98S-98S-98S-98S-91234567891011121314BCDAE4x10 DF#2 (SF1)4x10 DF#2 (SF1)4x10 DF#2 (SF1)4x10 DF#2 (SF1)4x10 DF#2 (SF2)4x10 DF#2 (SF2)4x10 DF#2 (SF2)4x10 DF#2 (SF2)4x10 DF#2 (SF2)4x10 DF#2 (SF2)4x10 DF#2 (SF2)4x10 DF#2 (SF2)4x10 DF#2 (SF2)4x10 DF#2 (SF2)4x10 DF#2 (SF2)4x10 DF#2 (SF2)4x10 DF#2 (SF2)4x10 DF#2 (SF2)4x10 DF#2 (SF2)4x10 DF#2 (SF2)4x10 DF#2 (SF2)4x10 DF#2 (SF2)4x10 DF#24x10 DF#2
4x10 DF#2
4x10 DF#2
4x10 DF#2
4x10 DF#2
4x10 DF#2
4x10 DF#24x10 DF#2
4x10 DF#2
4x10 DF#2
4x10 DF#2
4x10 DF#2
4x10 DF#2
4x10 DF#24x10 DF#2 4x10 DF#2 (SF3)4x10 DF#2 (SF3)
4x10 DF#2 (SF3)4x10 DF#2 (SF3)
4x10 DF#2 (SF3)4x10 DF#2 (SF3)
4x10 DF#2 (SF3)4x10 DF#2 (SF3)
4x10 DF#2 (SF4)
4x10 DF#2 (SF4)4x10 DF#2 (SF4)
4x10 DF#2 (SF4)
4x10 DF#2 (SF4)4x10 DF#2 (SF4)
4x10 DF#2 (SF4)
4x10 DF#2 (SF4)4x10 DF#2 (SF4)
4x10 DF#2 (SF4)
(SF5) 2-PLY
1-3 4"X11-7 8" LVL
(SF5) 2-PLY
1-3 4"X11-7 8" LVL
(SF5) 2-PLY
1-3 4"X11-7 8" LVL
(SF5) 2-PLY
1-3 4"X11-7 8" LVL3-12"x11-78" PSL (FLUSH) (SF6)3-12"x11-78" PSL (FLUSH) (SF6)3-12"x11-78" PSL (FLUSH) (SF6)3-12"x11-78" PSL (FLUSH) (SF6)3-12"x10-12" GLB (SF7)3-12"x10-12" GLB (SF7)
3-12"x10-12" GLB (SF7)3-12"x10-12" GLB (SF7)4x10 DF#2 (SF8)4x10 DF#2 (SF8)
4x10 DF#2 (SF8)4x10 DF#2 (SF8)4x10 DF#2 (SF9)4x10 DF#2 (SF9)
4x10 DF#2 (SF9)4x10 DF#2 (SF9)
1-3 4"x11-7 8" LVL RIM JST (SF10)1-3 4"x11-7 8" LVL RIM JST (SF10)
1-3 4"x11-7 8" LVL RIM JST (SF10)1-3 4"x11-7 8" LVL RIM JST (SF10)4x10 DF#2 (SF11)4x10 DF#2 (SF11)
4x10 DF#2 (SF11)4x10 DF#2 (SF11)4x10 DF#2 (SF12)4x10 DF#2 (SF12)4x10 DF#2 (SF12)4x10 DF#2 (SF12)4x10 DF#2 4x10 DF#2
4x10 DF#2 4x10 DF#22-PLY 1-34"x11-78" LVL (SF13)2-PLY 1-34"x11-78" LVL (SF14)2-PLY 1-34"x11-78" LVL (SF13)2-PLY 1-34"x11-78" LVL (SF13)2-PLY 1-34"x11-78" LVL (SF13)2-PLY 1-34"x11-78" LVL (SF14)2-PLY 1-34"x11-78" LVL (SF14)2-PLY 1-34"x11-78" LVL (SF14)2-PLY 1-34"x11-78" LVL (SF15)2-PLY 1-34"x11-78" LVL (SF15)2-PLY 1-34"x11-78" LVL (SF15)2-PLY 1-34"x11-78" LVL (SF15)(SF16) 2-PLY1-3 4"x11-7 8" LVL
(SF16) 2-PLY
1-3 4"x11-7 8" LVL
(SF16) 2-PLY
1-3 4"x11-7 8" LVL
(SF16) 2-PLY1-3 4"x11-7 8" LVL4x10 DF#2 (SF17)4x10 DF#2 (SF17)
4x10 DF#2 (SF17)4x10 DF#2 (SF17)TIMBER TRUSSTIMBER TRUSSTIMBER TRUSSTIMBER TRUSS(TYPICAL)
(TYPICAL)
(TYPICAL)
(TYPICAL)
(ROOF)1S-91S-9MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF3"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF3"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF3"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF2"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF2"BEAM POCKET ANDSTRAP PER DETAIL 4/S-1BEAM POCKET ANDSTRAP PER DETAIL 2/S-1BEAM POCKET ANDSTRAP PER DETAIL 4/S-1BEAM POCKET ANDSTRAP PER DETAIL 2/S-1MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF3"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF3"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF3"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF2"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF2"BEAM POCKET ANDSTRAP PER DETAIL 4/S-1BEAM POCKET ANDSTRAP PER DETAIL 2/S-1BEAM POCKET ANDSTRAP PER DETAIL 4/S-1BEAM POCKET ANDSTRAP PER DETAIL 2/S-111-78" MFR. I-JSTS @ 16" O.C. (PER MFR. SPECS/LAYOUT) (MIN. L/480 DEFLECTION)P.T. 4x10 HF#2 (TF1)P.T. 4x10 HF#2 (TF1)P.T. 4x10 HF#2 (TF1)P.T. 4x10 HF#2 (TF1)BEARING WALL BEARING WALL
BEARING WALL
BEARING WALL BEARING WALL BEARING WALL
BEARING WALLBEARING WALL MIN (2) 2x4TRIMMERSEA. END OF"SF17"SIMPSON HUC412BEAR "SF16"OVER MIN (2)2x4 STUDSBEAR "SF16" OVER MIN 4x6DF#1 COL. HANG "SF13"FROM "SF16" W/ HUC412MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "SF1"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "SF2"P.T. 4x10 HF#2 (TF1)BEAM POCKET ANDSTRAP PER DETAIL 2/S-1BEAM POCKET ANDSTRAP PER DETAIL 4/S-1MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "SF2"4x4 DF#1 COLAT "SF6" BEARINGMIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "SF7"4x6 DF#1 AT"SF13" BEARINGMIN. (2) 2x4 AT"SF15" BEARINGMIN. (2) 2x4 AT"SF14" BEARINGSIMPSON HUC412BEAR "SF16"OVER MIN (2)2x4 STUDSBEAR "SF16" OVER MIN 4x6DF#1 COL. HANG "SF13"FROM "SF16" W/ HUC412MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "SF1"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "SF2"BEAM POCKET ANDSTRAP PER DETAIL 2/S-1BEAM POCKET ANDSTRAP PER DETAIL 4/S-1MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "SF2"4x4 DF#1 COLAT "SF6" BEARINGMIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "SF7"4x6 DF#1 AT"SF13" BEARINGMIN. (2) 2x4 AT"SF15" BEARINGMIN. (2) 2x4 AT"SF14" BEARINGBEARING WALLBEARING WALL
BEARING WALL BEARING WALL
MIN (2) 2x4TRIMMERSEA. END OF"SF17"SIMPSON HUC412BEAR "SF16"OVER MIN (2)2x4 STUDSBEAR "SF16" OVER MIN 4x6DF#1 COL. HANG "SF13"FROM "SF16" W/ HUC412MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "SF1"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "SF2"BEAM POCKET ANDSTRAP PER DETAIL 2/S-1MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "SF2"4x4 DF#1 COLAT "SF6" BEARINGMIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "SF7"4x6 DF#1 AT"SF13" BEARINGSIMPSON HUC412BEAR "SF16"OVER MIN (2)2x4 STUDSBEAR "SF16" OVER MIN 4x6DF#1 COL. HANG "SF13"FROM "SF16" W/ HUC412MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "SF1"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "SF2"BEAM POCKET ANDSTRAP PER DETAIL 2/S-1BEAM POCKET ANDSTRAP PER DETAIL 4/S-1MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "SF2"4x4 DF#1 COLAT "SF6" BEARINGMIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "SF7"4x6 DF#1 AT"SF13" BEARINGMIN. (2) 2x4 AT"SF15" BEARINGMIN. (2) 2x4 AT"SF14" BEARINGMIN (2) 2x4TRIMMERSEA. END OF"SF17"MIN (2) 2x4TRIMMERSEA. END OF"SF17"BEARING WALLBEARING WALL 11-78" MFR. I-JSTS @ 16" O.C. (PER MFR. SPECS/LAYOUT) (MIN. L/480 DEFLECTION)11-78" MFR. I-JSTS @ 16" O.C. (PER MFR. SPECS/LAYOUT) (MIN. L/480 DEFLECTION)17S-9(CANT.)17S-9(CANT.)17S-9(CANT.)17S-9(CANT.)13S-9(TYPICAL)13S-9(TYPICAL)13S-9(TYPICAL)13S-9(TYPICAL)13S-9(TYPICAL)13S-9(TYPICAL)12S-9(SIMILAR)12S-9(SIMILAR)12S-9(SIMILAR)12S-9(SIMILAR)12S-9(SIMILAR)12S-9(SIMILAR)
PROVIDE SOLID BLK'GUNDER BEARING WALL ABV.PROVIDE SOLID BLK'GUNDER BEARING WALL ABV.2-PLY 1-34"x11-78" LVLPROVIDE SOLID BLK'GUNDER BEARING WALL ABV.PROVIDE SOLID BLK'GUNDER BEARING WALL ABV.PROVIDE SOLID BLK'GUNDER BEARING WALL ABV.PROVIDE SOLID BLK'GUNDER BEARING WALL ABV.
PROVIDE SOLID BLK'G
UNDER BEARING WALL ABV.
PROVIDE SOLID BLK'G
UNDER BEARING WALL ABV.
PROVIDE SOLID BLK'G
UNDER BEARING WALL ABV.
PROVIDE SOLID BLK'G
UNDER BEARING WALL ABV.
PROVIDE SOLID BLK'G
UNDER BEARING WALL ABV.
PROVIDE SOLID BLK'G
UNDER BEARING WALL ABV.EXTEND JSTS TOBEAR OVER WALLEXTEND JSTS TOBEAR OVER WALLEXTEND JSTS TOBEAR OVER WALLEXTEND JSTS TOBEAR OVER WALL2-PLY 1-34"x11-78" LVL(ROOF)2-PLY 1-34"x11-78" LVL2-PLY 1-34"x11-78" LVL(ROOF)MIN. (2) 2x4 AT"SF14" BEARING(ROOF)SECOND FLOOR FRAMINGSCALE: 316" = 1'-0"P.T. 4x10 HF#2 (TF1)P.T. 4x10 HF#2 (TF1)P.T. 4x10 HF#2 (TF1)7S-107S-107S-107S-10PAN DECKPAN DECKPAN DECKPAN DECK7S-10PAN DECK7S-10PAN DECK7S-10PAN DECK7S-10PAN DECK17S-917S-917S-917S-917S-917S-917S-917S-9PAN DECKING8S-10(PAN DECK)8S-10(PAN DECK)8S-10(PAN DECK)8S-10(PAN DECK)PAN DECKINGP.T. 4x12 HF#2 STRINGERP.T. 4x12 HF#2 STRINGER LANDINGABV.P.T. 4x12 HF#2 STRINGER
P.T. 4x12 HF#2 STRINGER
P.T. 4x12 HF#2 STRINGERP.T. 4x12 HF#2 STRINGER
P.T. 4x12 HF#2 STRINGER
P.T. 4x12 HF#2 STRINGER 9S-109S-109S-109S-1010S-1010S-1010S-1010S-10SEE 12/S-10 FORMID-STRINGERSUPPORT
SEE 12/S-10 FOR
MID-STRINGER
SUPPORT
SEE 12/S-10 FORMID-STRINGERSUPPORT
SEE 12/S-10 FOR
MID-STRINGER
SUPPORT
LANDINGABV.LANDINGABV.LANDINGABV.5-12"x9" GLB (TF10)5-12"x9" GLB (TF10)5-12"x9" GLB (TF10)5-12"x9" GLB (TF10)MITER CUT GLB'SOVER 6x6 P.T. POSTATTACH W/ ACE6MITER CUT GLB'SOVER 6x6 P.T. POSTATTACH W/ ACE6MITER CUT GLB'SOVER 6x6 P.T. POSTATTACH W/ ACE6MITER CUT GLB'SOVER 6x6 P.T. POSTATTACH W/ ACE65-12"x9" GLBSIMPSON HUCQ6105-12"x9" GLBSIMPSON HUCQ6105-12"x9" GLBSIMPSON HUCQ6105-12"x9" GLBSIMPSON HUCQ610BEAM POCKET PER 2/S-1OR HANG W/ HUCQ610BEAM POCKET EA. ENDOF BEAM PER 2/S-1 ORHANG W/ HUCQ610BEAM POCKET PER 2/S-1OR HANG W/ HUCQ610BEAM POCKET EA. ENDOF BEAM PER 2/S-1 ORHANG W/ HUCQ610BEAM POCKET PER 2/S-1OR HANG W/ HUCQ610BEAM POCKET EA. ENDOF BEAM PER 2/S-1 ORHANG W/ HUCQ610BEAM POCKET PER 2/S-1OR HANG W/ HUCQ610BEAM POCKET EA. ENDOF BEAM PER 2/S-1 ORHANG W/ HUCQ61013S-1013S-1013S-1013S-1014S-1014S-1014S-1014S-10TRUSS BLK'G CAPABLEOF TRANSFERRING MIN.115 PLF LATERAL LOAD(SEE DETAIL 16/S-10)TRUSS BLK'G CAPABLEOF TRANSFERRING MIN.115 PLF LATERAL LOAD(SEE DETAIL 16/S-10)TRUSS BLK'G CAPABLEOF TRANSFERRING MIN.115 PLF LATERAL LOAD(SEE DETAIL 16/S-10)TRUSS BLK'G CAPABLEOF TRANSFERRING MIN.115 PLF LATERAL LOAD(SEE DETAIL 16/S-10)
REVISION TABLE
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LUKE@EXODUSENGINEER.COMDRAWN BY:PROJECT #5.20.20205.20.2020REV-1 5.20.20 LWM Roof Dormer Rev Wyndstone - Bldg 2/3/4
15025 Tahoma Blvd SE
Yelm, WACJB19-0312S-5SHEAR WALL NOTES1. SEE 11/S-9 FOR HOLD DOWNINFORMATION2. SEE SHEAR WALL SCHEDULE ON S-1 FORNAILING AND ANCHOR SPACINGMST60MST60
MST60M
S
T
6
0
MST60M
S
T
6
0
M
S
T
6
0MST60MST60MST60M
S
T
6
0
MST60M
S
T
6
0
MST60MST60M
S
T
6
0
MST48MST48MST48MST48MST48MST48 MST37MST37MST37MST37 MST48MST48 MST48MST48MST48MST48MST37MST37
MST48M
S
T
4
8
MST48M
S
T
4
8MST48MST48
MST37MST37 MST37MST37M
S
T
4
8MST48
M
S
T
4
8MST48M
S
T
4
8
M
S
T
4
8MST37MST37REFRIGWHDWREFRIGWHDWREFRIGWHDWREFRIGWHDNUPUPUP 1234567891011121314BCDAE3'-8"3'-8"SECOND FLOOR SHEAR WALL LAYOUTSCALE: 316" = 1'-0"FULLY SHEATH INSIDE & OUTSIDE FACE OF BOTH 2X4 SEPARATION WALLS PRIOR TO FRAMINGPERP. WALLS W/ 58" GYP INSTALLED HORIZONTALLY, SOLID BLK ALL PANEL EDGES AND ATTACHW/ 0.120"X1-34" (MIN.38" HEAD) @ 4" ON CENTER (TYP) (REQ'D @ SECOND FLOOR ONLY)FULLY SHEATH INSIDE & OUTSIDE FACE OF BOTH 2X4 SEPARATION WALLS PRIOR TO FRAMINGPERP. WALLS W/ 58" GYP INSTALLED HORIZONTALLY, SOLID BLK ALL PANEL EDGES AND ATTACHW/ 0.120"X1-34" (MIN.38" HEAD) @ 4" ON CENTER (TYP) (REQ'D @ SECOND FLOOR ONLY)FULLY SHEATH INSIDE & OUTSIDE FACE OF BOTH 2X4 SEPARATION WALLS PRIOR TO FRAMING PERP. WALLS W/ 58" GYP INSTALLED HORIZONTALLY,SOLID BLK ALL PANEL EDGES AND ATTACH W/ 0.120"X1-34" (MIN.38" HEAD) @ 4" ON CENTER (TYP) (REQ'D @ SECOND FLOOR ONLY)BEDROOM 2STAIRENTRYBATH 2KITCHENBATH 1UTILITYCLOSET 1LIVINGBEDROOM 1DECKSTORAGECLOSET 2CLOSET 3BEDROOM 1BEDROOM 2LIVINGSTORAGECLOSET 3KITCHENBATH 2CLOSET 4ENTRYDECKCLOSET 1CLOSET 2BATH 1PANTRYBATH 1BEDROOM 1LIVINGBEDROOM 2ENTRYKITCHENBATH 2DECKBEDROOM 1BEDROOM 1CLOSET 1ENTRYKITCHENBATH 2CLOSET 2PANTRYSTORAGEDECKBEDROOM 2STAIRENTRYBATH 2KITCHENBATH 1UTILITYCLOSET 1LIVINGBEDROOM 1DECKSTORAGECLOSET 2CLOSET 3BEDROOM 2STAIRENTRYBATH 2KITCHENBATH 1UTILITYCLOSET 1LIVINGBEDROOM 1DECKSTORAGECLOSET 2CLOSET 3BEDROOM 2STAIRENTRYBATH 2KITCHENBATH 1UTILITYCLOSET 1LIVINGBEDROOM 1DECKSTORAGECLOSET 2CLOSET 3BATH 2KITCHENENRTYLIVINGDECK
REVISION TABLE
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LUKE@EXODUSENGINEER.COMDRAWN BY:PROJECT #5.20.20205.20.2020REV-1 5.20.20 LWM Roof Dormer Rev Wyndstone - Bldg 2/3/4
15025 Tahoma Blvd SE
Yelm, WACJB19-0312S-6FLOOR FRAMING NOTES1. EXODUS ENGINEERING TO REVIEW THE MFR. FLOOR JOISTLAYOUT PRIOR TO CONSTRUCTION.2. ALL BEARING WALL OR EXTERIOR OPENINGS 5'-0" OR LARGERSHALL HAVE MIN. (2) TRIMMERS U.N.O.3. OPENINGS OVER 6'-0" SHALL HAVE (2) 2x6 KING STUDS U.N.O.4. INDICATES POINT LOAD. PROVIDE FULL BR'G TO FDN W/ 2xB.U. STUDS & BLK'G AS REQ'D U.N.O.MIN (2) 2x6TRIMMERS @"R12" & "TF9"BEARINGMIN (2) 2x6TRIMMERS @"R12" & "TF9"BEARINGPAN DECKING1S-91S-91S-91S-91S-91S-91S-91S-91S-91S-92S-92S-92S-92S-98S-97S-97S-98S-97S-98S-97S-97S-98S-97S-910S-910S-910S-910S-94S-94S-91234567891011121314BCDAE4x8 DF#24x8 DF#24x8 DF#24x8 DF#2
4x8 DF#2
4x8 DF#2
4x8 DF#2
4x8 DF#2
4x8 DF#2
4x8 DF#2
4x8 DF#24x8 DF#2
4x8 DF#2
4x8 DF#2
4x8 DF#2
4x8 DF#24x8 DF#2
4x8 DF#2
4x8 DF#2
4x8 DF#2
4x8 DF#2 4x8 DF#2
4x8 DF#24x8 DF#2
4x10 DF#2 4x10 DF#2
4x10 DF#24x10 DF#24x8 DF#2 (R1)4x8 DF#2 (R1)
4x8 DF#2 (R1)4x10 DF#2 (R8)4x10 DF#2 (R8)4x10 DF#2 (R8)4x10 DF#2 (R8)4x8 DF#2 (R9)4x8 DF#2 (R9)4x8 DF#2 (R9)4x8 DF#2 (R9)4x8 DF#2 (R10)4x8 DF#2 (R10)4x8 DF#2 (R10)4x8 DF#2 (R10)4x8 DF#2 (R11)4x8 DF#2 (R11)4x8 DF#2 (R11)4x8 DF#2 (R11)P.T. 4x10 HF#2 (TF1)P.T. 4x10 HF#2 (TF1)P.T. 4x10 HF#2 (TF1)P.T. 4x10 HF#2 (TF1)4x8 DF#2 (TF2)4x8 DF#2 (TF2)4x8 DF#2 (TF2)4x8 DF#2 (TF2)4x8 DF#2 (TF3)4x8 DF#2 (TF3)4x8 DF#2 (TF3)4x8 DF#2 (TF3)4x8 DF#2 (TF3)4x8 DF#2 (TF3)2-PLY 1-3 4"x11-7 8"LVL (TF4)2-PLY 1-3 4"x11-7 8"LVL (TF4)
2-PLY 1-3 4"x11-7 8"
LVL (TF4)
2-PLY 1-3 4"x11-7 8"
LVL (TF4)5-14"X11-78" PSL (FLUSH) (TF05)4x8 DF#2 (TF6)4x8 DF#2 (TF6)
4x8 DF#2 (TF6)4x8 DF#2 (TF6)(GIRDER TRUSS)(GIRDER TRUSS)(GIRDER TRUSS)(GIRDER TRUSS)4x8 DF#2 (TF7)
4x8 DF#2 (TF7)
4x8 DF#2 (TF7)
4x8 DF#2 (TF7)
4x8 DF#24x8 DF#24x8 DF#24x8 DF#2
4x8 DF#24x8 DF#2
4x8 DF#24x8 DF#2 4x8 DF#2
(TF8) 2-PLY
1-3 4"X11-7 8" LVL
(TF8) 2-PLY
1-3 4"X11-7 8" LVL OPENTO BELOWOPENTO BELOWOPENTO BELOWOPENTO BELOWOPENTO BELOWOPENTO BELOWOPENTO BELOWOPENTO BELOW(TF8) 2-PLY
1-3 4"X11-7 8" LVL
(TF8) 2-PLY
1-3 4"X11-7 8" LVL
2-PLY 1-3 4"x11-7 8" LVL (R12)2-PLY 1-3 4"x11-7 8" LVL (R12)
2-PLY 1-3 4"x11-7 8" LVL (R12)2-PLY 1-3 4"x11-7 8" LVL (R12)
4x10 DF#24x10 DF#2
4x10 DF#2 4x10 DF#2
1-34"x11-78"LVL1-34"x11-78"LVL1-34"x11-78"LVL1-34"x11-78"LVL2-PLY 1-3 4"x11-7 8"LVL (TF9)2-PLY 1-3 4"x11-7 8"LVL (TF9)
2-PLY 1-3 4"x11-7 8"
LVL (TF9)
2-PLY 1-3 4"x11-7 8"
LVL (TF9)
BEARING WALLBEARING WALL
BEARING WALL BEARING WALL
BEARING WALL
BEARING WALL BEARING WALL BEARING WALL
BEARING WALLBEARING WALL
BEARING WALL
BEARING WALL BEARING WALL
MFR. TRUSSES @ 24" O.C.
MFR. TRUSSES @ 24" O.C.
MFR. TRUSSES @ 24" O.C.
MFR. TRUSSES @ 24" O.C.MFR. TRUSSES @ 24" O.C.MFR. TRUSSES @ 24" O.C.4x8 DF#2 (R1)
MFR. MONO TRUSSES @ 24" O.C.
MFR. MONO TRUSSES @ 24" O.C.
MFR. TRUSSES @ 24" O.C.
MFR. MONO TRUSSES @ 24" O.C.(TYPICAL)(TYPICAL)
(TYPICAL)
(TYPICAL)
(TYPICAL)(TYPICAL)
(TYPICAL)
(TYPICAL)(TYPICAL)(TYPICAL)(GABLE)(GABLE)(GABLE)(GABLE)OVERFRAME USING2x8 RIDGE BOARDW/ 2x6 @ 24" O.C.BRACE SPANSGREATER THAN 4'-0"TO SHEATHINGBELOW TYP U.N.O.OVERFRAME USING2x8 RIDGE BOARDW/ 2x6 @ 24" O.C.BRACE SPANSGREATER THAN 4'-0"TO SHEATHINGBELOW TYP U.N.O.OVERFRAME USING2x8 RIDGE BOARDW/ 2x6 @ 24" O.C.BRACE SPANSGREATER THAN 4'-0"TO SHEATHINGBELOW TYP U.N.O.OVERFRAME USING2x8 RIDGE BOARDW/ 2x6 @ 24" O.C.BRACE SPANSGREATER THAN 4'-0"TO SHEATHINGBELOW TYP U.N.O.MFR. MONO TRUSSES @ 24" O.C.
MFR. MONO TRUSSES @ 24" O.C.ATTACH GIRDERTRUSS PER DETAIL9/S-9 (TYP)ATTACH GIRDERTRUSS PER DETAIL9/S-9 (TYP)ATTACH GIRDERTRUSS PER DETAIL9/S-9 (TYP)ATTACH GIRDERTRUSS PER DETAIL9/S-9 (TYP)(LOW ROOF)(LOW ROOF)(LOW ROOF)(LOW ROOF)MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R8"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R9"BEAM POCKET ANDSTRAP PER DETAIL 2/S-1BEAM POCKET ANDSTRAP PER DETAIL 4/S-1MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R11"MIN (2) 2x6TRIMMERS @"TF5" BEARINGSIMPSONHU412MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R8"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R9"BEAM POCKET ANDSTRAP PER DETAIL 4/S-1MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R11"MIN (2) 2x6TRIMMERS @"TF5" BEARINGSIMPSONHU412MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R8"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R9"BEAM POCKET ANDSTRAP PER DETAIL 2/S-1BEAM POCKET ANDSTRAP PER DETAIL 4/S-1MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R11"MIN (2) 2x6TRIMMERS @"TF5" BEARINGMIN (2) 2x6TRIMMERS @"R12" & "TF9"BEARINGMIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R8"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R9"BEAM POCKET ANDSTRAP PER DETAIL 4/S-1MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R11"MIN (2) 2x6TRIMMERS @"TF5" BEARINGMIN (2) 2x6TRIMMERS @"R12" & "TF9"BEARINGMIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF3"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF3"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF3"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF2"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF2"BEAM POCKET ANDSTRAP PER DETAIL 4/S-1BEAM POCKET ANDSTRAP PER DETAIL 2/S-1BEAM POCKET ANDSTRAP PER DETAIL 4/S-1BEAM POCKET ANDSTRAP PER DETAIL 2/S-1MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF3"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF3"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF3"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF2"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "TF2"BEAM POCKET ANDSTRAP PER DETAIL 4/S-1BEAM POCKET ANDSTRAP PER DETAIL 2/S-1BEAM POCKET ANDSTRAP PER DETAIL 4/S-1BEAM POCKET ANDSTRAP PER DETAIL 2/S-111-78" MFR. I-JSTS @ 16" O.C. (PER MFR. SPECS/LAYOUT) (MIN. L/480 DEFLECTION)11-78" MFR. I-JSTS @ 16" O.C.(PER MFR. SPECS/LAYOUT)(MIN. L/480 DEFLECTION)5-14"x11-78" PSL (FLUSH) (TF05)MIN (2) 2x6 TRIMMERS@ "TF7" BEARINGMIN (2) 2x6 TRIMMERS@ "TF7" BEARING11-78" MFR. I-JSTS @ 16" O.C.(PER MFR. SPECS/LAYOUT)(MIN. L/480 DEFLECTION)MIN (2) 2x6 TRIMMERS@ "TF7" BEARING5-14"X11-78" PSL (FLUSH) (TF05)MIN (2) 2x6 TRIMMERS@ "TF7" BEARING5-14"X11-78" PSL (FLUSH) (TF05)BEARING WALLBEARING WALL
12S-9(SIMILAR)12S-9(SIMILAR)17S-10(TYPICAL)17S-10(TYPICAL)17S-10(TYPICAL)17S-10(TYPICAL)17S-10(TYPICAL)17S-10(TYPICAL)14S-914S-914S-914S-915S-9(STAIRWELL)15S-9(STAIRWELL)15S-9(STAIRWELL)15S-9(STAIRWELL)16S-91-34"x11-78"LVL16S-91-34"x11-78"LVL16S-916S-91-34"x11-78"LVL1-34"x11-78"LVLTHIRD FLOOR FRAMINGSCALE: 316" = 1'-0"7S-107S-107S-107S-107S-10PAN DECKPAN DECKPAN DECKPAN DECK8S-10(PAN DECK)8S-10(PAN DECK)8S-10(PAN DECK)8S-10(PAN DECK)PAN DECKING2-PLY 1-34"X11-78" LVL2-PLY 1-34"X11-78" LVL2-PLY 1-34"X11-78" LVL2-PLY 1-34"X11-78" LVLP.T. 4x12 HF#2 STRINGERP.T. 4x12 HF#2 STRINGERP.T. 4x12 HF#2 STRINGERP.T. 4x12 HF#2 STRINGER
P.T. 4x12 HF#2 STRINGER
P.T. 4x12 HF#2 STRINGER
P.T. 4x12 HF#2 STRINGER
P.T. 4x12 HF#2 STRINGER
P.T. 4x12 HF#2 STRINGERP.T. 4x12 HF#2 STRINGERP.T. 4x12 HF#2 STRINGERP.T. 4x12 HF#2 STRINGER
P.T. 4x12 HF#2 STRINGER
P.T. 4x12 HF#2 STRINGER
P.T. 4x12 HF#2 STRINGER
P.T. 4x12 HF#2 STRINGER9S-109S-109S-109S-109S-109S-109S-109S-105-12"x9" GLB (TF10)BEAM POCKET EA. END OF"TF10" & "TF11" SIM TO2/S-1 OR HANG FROMSOLID FRAMING W/ HUCQ5-12"x9" GLB (TF11)5-12"x9" GLB @ LANDING5-12"x9" GLB (TF11)5-12"x9" GLB @ LANDING5-12"x9" GLB (TF11)5-12"x9" GLB @ LANDING5-12"x9" GLB (TF11)5-12"x9" GLB @ LANDINGPAN DECK @ LANDINGPAN DECK @ LANDINGPAN DECK @ LANDINGPAN DECK @ LANDING10S-1010S-1010S-1010S-10BEAM POCKET &STRAP EA. END OF GLBPER DETAIL 2/S-1BEAM POCKET &STRAP EA. END OF GLBPER DETAIL 2/S-1BEAM POCKET &STRAP EA. END OF GLBPER DETAIL 2/S-1BEAM POCKET &STRAP EA. END OF GLBPER DETAIL 2/S-1BEAM POCKET EA. END OF"TF10" & "TF11" SIM TO2/S-1 OR HANG FROMSOLID FRAMING W/ HUCQBEAM POCKET EA. END OF"TF10" & "TF11" SIM TO2/S-1 OR HANG FROMSOLID FRAMING W/ HUCQBEAM POCKET EA. END OF"TF10" & "TF11" SIM TO2/S-1 OR HANG FROMSOLID FRAMING W/ HUCQ5-12"x9" GLB (TF10)5-12"x9" GLB (TF10)5-12"x9" GLB (TF10)15S-1015S-1015S-1015S-1015S-1015S-1015S-1015S-1012S-9(SIMILAR)12S-9(SIMILAR)12S-9(SIMILAR)12S-9(SIMILAR)11-78" FLOOR JSTS @ 16" O.C.11-78" FLOOR JSTS @ 16" O.C.11-78" FLOOR JSTS @ 16" O.C.11-78" FLOOR JSTS @ 16" O.C.NOTE: SPECIFIED GYP NAILINGREQUIREMENTS MAY BEOMITTED AT THIS LOCATIONNOTE: SPECIFIED GYP NAILINGREQUIREMENTS MAY BEOMITTED AT THIS LOCATION
REVISION TABLE
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15025 Tahoma Blvd SE
Yelm, WACJB19-0312S-7SHEAR WALL NOTES1. SEE 11/S-9 FOR HOLD DOWNINFORMATION2. SEE SHEAR WALL SCHEDULE ON S-1 FORNAILING AND ANCHOR SPACINGMST37MST37
MST37M
S
T
3
7
M
S
T
3
7MST37
M
S
T
3
7MST37MST37M
S
T
3
7
M
S
T
3
7MST37MST37MST37M
S
T
3
7
MST37MST37M
S
T
3
7
MST37M
S
T
3
7
M
S
T
3
7
MST37MST37M
S
T
3
7 MST37 MST37MST37 MST37MST37 MST37MST37MST37 MST37MST37 MST37MST37 1234567891011121314BCDAETHIRD FLOOR SHEAR WALL LAYOUTSCALE: 316" = 1'-0"FULLY SHEATH OUTSIDE FACE OF BOTH 2x4 SEPARATION WALLS PRIOR TO FRAMING PERP. WALLSW/ 58" GYP INSTALLED HORIZONTALLY, SOLID BLK ALL PANEL EDGES AND ATTACH W/ 0.120"X1-34"(MIN.38" HEAD) @ 4" ON CENTER (TYP) (REQ'D @ THIRD FLOOR ONLY)FULLY SHEATH OUTSIDE FACE OF BOTH 2X4 SEPARATION WALLS PRIOR TO FRAMING PERP. WALLS W/ 58" GYP INSTALLED HORIZONTALLY, SOLID BLK ALL PANEL EDGES AND ATTACH W/ 0.120"X1-34" (MIN.38" HEAD) @ 4" ON CENTER (TYP) (REQ'D @ THIRD FLOOR ONLY)FULLY SHEATH OUTSIDE FACE OF BOTH 2x4 SEPARATION WALLS PRIOR TO FRAMING PERP. WALLSW/ 58" GYP INSTALLED HORIZONTALLY, SOLID BLK ALL PANEL EDGES AND ATTACH W/ 0.120"X1-34"(MIN.38" HEAD) @ 4" ON CENTER (TYP) (REQ'D @ THIRD FLOOR ONLY)BONUSBONUSBONUSBONUSBEDROOM 1BEDROOM 2LIVINGSTORAGECLOSET 3KITCHENBATH 2CLOSET 4ENTRYDECKCLOSET 1CLOSET 2BATH 1PANTRYBATH 1BEDROOM 1LIVINGBEDROOM 2ENTRYKITCHENBATH 2DECKBEDROOM 1BEDROOM 1CLOSET 1ENTRYKITCHENBATH 2CLOSET 2PANTRYSTORAGEDECKBATH 2KITCHENENRTYLIVINGDECK
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15025 Tahoma Blvd SE
Yelm, WACJB19-0312S-8ROOF FRAMING NOTES1. EXODUS ENGINEERING TO REVIEW THE MFR. ROOFTRUSS LAYOUT PRIOR TO CONSTRUCTION.2. ALL BEARING WALL OR EXTERIOR OPENINGS 5'-0" ORLARGER SHALL HAVE MIN. (2) 2x6 TRIMMERS U.N.O.3. OPENINGS OVER 6'-0" SHALL HAVE (2) 2x6 KINGSTUDS U.N.O.4. FULLY SHEATH ROOF PER 3/S-15. PROVIDE FULL BR'G W/ 2x B.U. @ ALL GIRDERS &ATTACH PER 9/S-9 U.N.O.6. INDICATES POINT LOAD. PROVIDE FULL BR'G TOFDN W/ 2x B.U. STUDS & BLK'G AS REQ'D U.N.O.1S-91S-91S-91S-91S-91S-91S-91S-92S-92S-92S-92S-92S-92S-92S-92S-92S-92S-93S-93S-93S-94S-94S-93S-95 or 6S-95 or 6S-95 or 6S-95 or 6S-95 or 6S-95 or 6S-95 or 6S-95 or 6S-91234567891011121314BCDAE4x8 DF#2 (R1)4x8 DF#2 (R1)
4x8 DF#2 (R1)4x8 DF#2 (R1)4x8 DF#24x8 DF#24x8 DF#24x8 DF#24x8 DF#24x8 DF#24x8 DF#24x8 DF#24x8 DF#24x8 DF#24x8 DF#24x8 DF#23-12"x9" GLB (R2)5-12"x9" GLB (R3)5-12"x9" GLB (R3)4x8 DF#24x8 DF#2
5-12"x9" GLB (R3)5-12"x9" GLB (R3)4x8 DF#2
4x8 DF#2
4x8 DF#2
4x8 DF#2
4x8 DF#2 4x8 DF#24x10 DF#2 (R4)4x10 DF#2 (R4)4x10 DF#2 (R4)4x10 DF#2 (R4)4x10 DF#2 (R5)4x10 DF#2 (R5)4x10 DF#2 (R5)4x10 DF#2 (R5)4x10 DF#2 (R6)4x10 DF#2 (R6)4x8 DF#2 (R7)4x8 DF#2 (R7)4x8 DF#2 (R7)4x8 DF#2 (R7)MFR. MONO TRUSSES @ 24" O.C.
MFR. MONO TRUSSES @ 24" O.C.
MFR. MONO TRUSSES @ 24" O.C.
(TYPICAL)
(TYPICAL)
(TYPICAL)
(TYPICAL)
(TYPICAL)
(TYPICAL)
(TYPICAL)
(TYPICAL)(GABLE)(GABLE)(GABLE)(GABLE)(GABLE)(GABLE)(GABLE)(GABLE)(GABLE)(GABLE)(SIMILAR)(SIMILAR)(SIMILAR)(SIMILAR)MFR. MONO TRUSSES @ 24" O.C.
MFR. MONO TRUSSES @ 24" O.C.
MFR. MONO TRUSSES @ 24" O.C.
(TYPICAL)
(TYPICAL)
(TYPICAL)
(TYPICAL)MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R1"BEAM POCKET ANDSTRAP EA. END OF "R3"PER DETAIL 4/S-1MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R5"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R4"BEAM POCKET ANDSTRAP PER DETAIL 4/S-1BEAM POCKET ANDSTRAP PER DETAIL 2/S-1MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R6"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R5"BEAM POCKET ANDSTRAP PER DETAIL 4/S-1BEAM POCKET ANDSTRAP PER DETAIL 2/S-1MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R1"BEAM POCKET ANDSTRAP EA. END OF "R3"PER DETAIL 4/S-1MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R4"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R1"BEAM POCKET ANDSTRAP EA. END OF "R3"PER DETAIL 4/S-1MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R5"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R4"BEAM POCKET ANDSTRAP PER DETAIL 4/S-1BEAM POCKET ANDSTRAP PER DETAIL 2/S-1MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R6"MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R5"BEAM POCKET ANDSTRAP PER DETAIL 4/S-1BEAM POCKET ANDSTRAP PER DETAIL 2/S-1MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R1"BEAM POCKET ANDSTRAP EA. END OF "R3"PER DETAIL 4/S-1MIN (2) 2x6 TRIMMERS& (1) 2x6 KING STUDS,EA. END OF "R4"BEAM POCKET EA. ENDOF GLB AND STRAPSIMILAR TO 2/S-1 (TYP)3-12"x9" GLB (R2)3-12"x9" GLB (R2)BEAM POCKET EA. ENDOF GLB AND STRAPSIMILAR TO 2/S-1 (TYP)3-12"x9" GLB (R2)ATTACH LOW ROOF TRUSS TOPCHORD OR 2x6 NAILER TO UPPERTRUSS @ EA. INTERSECTINGTRUSS WEB W/ (2) 16dATTACH LOW ROOF TRUSS TOPCHORD OR 2x6 NAILER TO UPPERTRUSS @ EA. INTERSECTINGTRUSS WEB W/ (2) 16dROOF FRAMING PLANSCALE: 316" = 1'-0"NOTE: SPECIFIED GYP NAILINGREQUIREMENTS MAY BEOMITTED AT THIS LOCATIONNOTE: SPECIFIED GYP NAILINGREQUIREMENTS MAY BEOMITTED AT THIS LOCATION4x10 DF#2
4x10 DF#2
4x10 DF#2
4x10 DF#2
DSC2-R, GIRDER TOTOP PLATE.DSC2-L, GIRDER TOTOP PLATE.DSC2-L, GIRDER TOTOP PLATE.DSC2-R, GIRDER TOTOP PLATE.
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15025 Tahoma Blvd SE
Yelm, WACJB19-0312S-9TYPICAL TRUSS TO TOP PLATE716" OSB OR 1532" CDXPLYWD, 6" EDGE AND 12"FIELD NAILING TYP U.N.O.PRE-FAB ROOF TRUSSES, SEEFRAMING PLAN ANDMANUFACTURER'S SHOPDRAWINGSGYPSUM BD AS REQ'D2x6 STUDS @16" O.C. U.N.O.A35 @ 24" O.C.8d EDGE NAIL INTOBLK'G, TYPFULL HEIGHT 2x VENTEDBLK'G OR TRUSS PANELSDBL TOP PLATESCALE: 34" = 1'-0"DENSGLASSFIREGUARD OVERSHEATHINGH2.5T TO TOP PLATE,TYP EA. TRUSS.OPT: SDWC15600 OR 6"TIMBERLOK SCREW1SCALE - 34" = 1'-0"GYP SHEATHINGAS REQ'DTRUSSES @ 24" O.C.SHEATH GABLE ENDWITH 716" OSB, 6" O.C.EDGE NAILING, TYPEDGE NAILING PERS/W SCHEDULEGABLE END ATTACHMENTMAX 48" O.C.OUTLOOKER SPACING16d @ 6" O.C.A35 @ EA. BRACE TO 2x PLATE2x6 BRACING @ 48" O.C.WHERE GABLE TALLERTHAN 6FT. ATTACH TOBLK'G W/(4) 16d, TYPSTRONGBACK GABLE WEBSW/ 2x4 WHERE GREATERTHAN 6'-0" IN HEIGHT, TYP.FLAT BLK'G BETWEEN OUTLOOKERS,8d EDGE NAILING AT TRUSS & BLK'G6"-0" MAX
2x6 BLK'G8d 6" O.C. EDGENAILING TO BLK'G2SCALE - 34" = 1'COMMON WALL @ MONO-TRUSSDOUBLE 2x4 WALL W/1" FINISHED AIRSPACE58" TYPE-X GYP BD CONT. ON EACHFACE OF 2x4 WALL AND DOUBLELAYER ON CEILING, PER ARCH'SMFR TRUSS BLK'G PANELSH2.5T TO TOP PLATE, TYP EA. TRUSS.OPT: SDWC15600 OR TIMBERLOK SCREW716" OSB OR 12" CDXPLYWD SHEATHINGFULLY SHEATH TRUSS ENDS AS S.W.TYPE "A" DIRECTLY ABOVE SHEAR WALLBELOW, INSTALL SHEATHING PRIOR TOINSTALLING ADJACENT TRUSSESDOUBLE LAYER OF 58"GYP. BOARD PER ARCH1"PRE-MFRMONO-TRUSSESDOUBLE 58" TYPE-X GYP. BRDON CEILING PER ARCHSSINGLE TRUSS ABV. PARTY WALL,W/ OR G.W.B. PER ARCH'STRUSSES PER PLANNAILER FOR GYP. BD ATTACHMENTDOUBLE 58" TYPE-X GYP BD. PER ARCH.58" GYP ON BOTH FACES HORIZONTALLY,SOLID BLK ALL PANEL EDGES AND ATTACH W/0.120"X1-34" (MIN.38" HEAD) @ 4" ON CENTER(TYP) (REQ'D @ SECOND FLOOR ONLY)2x4 WALLS W/ STUDS @ 16" O.C.DRAFT STOP AT SEPARATIONSCALE - 34" = 1'1" AIR GAP(PER ARCH).131"x3" TOE NAILS @ 8" O.C.ROCKWOOL @ TOP 12" OFAIR SPACE PER ARCH'S34716" OSB AT SHEARWALL PERPLAN. NAILING PER S/W SCHED.A35 @ 24"O.C.GYP. BD AS REQ.8d EDGE NAIL ROOFSHEATHING TO TRUSS TOPCHORD2X6 @ 24" O.C. BETWEENTRUSSES AND ATTACHED TO TOPPLATE W/ (4) 16dGYP BD. PER ARCH.A35 @ 24" O.C.8d EDGE NAIL ROOF SHEATHINGTO TRUSS TOP CHORDALIGNED TRUSS TO TOP PLATESCALE - 34" = 1'-0"716" OSB AT SHEAR WALLS PER PLAN,GYP BD OVER. NAILING PER S/WSCHED.TRUSS TO SHEARWALLSCALE - 34" = 1'-0"56MSTxx FLOOR TO FLOOR CONNECTIONSMSTxx NAILING NOTREQ'D IN RIMMSTxx MAY BE INSTALLED OVERSHEATHING, TO A MIN. (2) 2X STUDSINSTALL USING 16dNAILS PER MFR. SPECS.SCALE - N.T.S.ATTACH 2x6 BLK'G TO EA. STUDWITH (2) 16d NAILSCONT. 716" OSB SHEATHING OVER WALLPRIOR TO PLACING TRUSSES8d NAILING @ 6" O.C. TO BLK'GHANGERS PER TRUSS MFR.1-18" T&G PLYWOOD GLUED ANDNAILED OR 2332" T&G WITHADT.1932" LAYER STAGGEREDJOISTS PER PLANATTACH 2x6 BLK'G TOSTUDS WITH (2) .131"x3"MINHANGERS PER TRUSS MFR.1-18" T&G PLYWOOD GLUED ANDNAILED OR 2332" T&G WITHADT.1932" LAYER STAGGEREDFLUSH BEAM PER PLANFLAT 2x6 BLK'GPLATE NAILING PER SW SCHED.CONT. 716" OSB SHEATHING OVERWALL PRIOR TO PLACING TRUSSESJOISTSPER PLANFLASHING AS REQ'D,TYP.8d @ 6" O.C. TO BLK'GTRUSSES TO SHEATHED WALL - RIM JOISTSCALE - 34" = 1'-0"7TRUSSES TO SHEATHED WALL - FLUSH BEAMSCALE - 34" = 1'-0"8LGT2 FROM GIRDER TO STUDS BELOW. SIMILAR AT LGT3, OR LGT4.USE APPROPRIATE CONNECTOR FOR THE NUMBER OF PLYS USED FORTHE TRUSS.OPTION: (1) 6" TIMBERLOK INTO EA. BOTTOM CHORD OF GIRDER7<3WHERE TRUSS IS BETWEEN STUDS, INSERTTIMBERLOK POINT @ BOTTOM OF DBL PLATENO GREATER THAN 12" FROM INSIDE EDGE OFPLATEWHERE TRUSS IS ALIGNED OVERWALL STUD, INSERT TIMBERLOKPOINT WHERE BOTTOM OF TOPPLATE & TOP OF STUD MEET6" TIMBERLOK TYP U.N.O.TYPICAL GIRDER ATTACHMENTSSCALE - N.T.S.9ATTACH TRUSS TOP CHORD TOEA. STUD WITH (2) .131"x3" MINCONT. 716" OSB SHEATHING OVERWALL PRIOR TO PLACING TRUSSES8d @ 6" O.C.ATTACH BOT. AND TOPCHORDS TO FRAMING WITH(2) .131"x3" @ 24" O.C. MAXTRUSSES PER MFRLOWER TRUSS TO UPPER FLOOR SHEARCONNECTIONJOISTSPER PLANBOTTOM PLATE NAILING PER S/WSCHED.SCALE - 34" = 1'-0"FLAT 2x6 BLK'G ATDIAPHRAGM INTERSECTION10DOUBLE JOIST PER PLANGYP BD. AS REQ'DRIM JOIST PER JOIST MFRA35 PER PLAN, NOT REQ'DON ALL CONNECTIONS716" OSB OR 1532" CDX PLYWDAT SHEAR WALLS PER PLAN.NAILING PER S/W SCHED.1-18" T&G PLYWOOD GLUED ANDNAILED OR 2332" T&G WITHADT.1932" LAYER STAGGERED.131"x3" @ 6" O.C. DIAPHRAGMEDGE NAILING, TYP.BOTTOM PLATE NAILINGPER S/W SCHED.LTP PER S/W SCHEDULEIF SHEATHING SPLICEDAT BOT. PLATE.131"x3" @ 6" O.C.SCALE - 34" = 1'-0"UPPER FLOOR TO WALLSCALE - 34" = 1'-0"CANTILEVER JOIST @ SHEAR WALL716" OSB OR 1532" CDX PLYWD ATSHEAR WALLS PER PLAN. NAILINGPER S/W SCHEDULEPROVIDE BLOCKINGBETWEEN JOISTSEDGE NAILING, TYPRIM JOIST PER MFRLTP5 PER S/W SCHEDULE IFSHEATHING SPLICED AT BOT.PLATEBOTTOM PLATE NAILING PER S/WSCHED..131"X3" @ 6" O.CDIAPHRAGM EDGENAILING, TYP1-18" T&G PLYWOOD GLUED AND NAILED OR2332" T&G WITH ADT.1932" LAYER STAGGERED.131"X3" @ 6" O.C.DIAPHRAGM EDGE NAILING, TYPATTACH BLOCKING TO TOPPLATE WITH A35 @ 16" O.CGYP BD. PER ARCH.JSTS PER PLAN58" GYP ON BOTH FACES INSTALLEDHORIZONTALLY, SOLID BLK ALL PANELEDGES AND ATTACH W/ 0.120"X1-34"(MIN.38" HEAD) @ 4" ON CENTER (TYP)(REQ'D @ SECOND FLOOR ONLY)SHEATHING / NAILING PER S.W.SCHEDULE2x4 WALLS W/STUDS @ 16"O.C.1-18" T&G PLYWOOD GLUED ANDNAILED OR 2332" T&G WITHADT.1932" LAYER STAGGEREDBLK'G FOR GYP. BD.ATTACHMENTFULLY SHEATH OUTSIDE FACE OFWALLS WITH 716" OSB, 6" O.C.EDGE NAILING PRIOR TO FRAMINGPERP. WALLS. ONLY REQ'D ONFIRST FLOOR.JOISTS PER PLANSEPARATION WALL DETAILSCALE - 34" = 1'1112 14GYP BD. PER ARCH.ALIGN JST OVER WALL716" OSB AT SHEAR WALLS PERPLAN, GYP BD OVERT&G SUBFLOOR.148"x3" @ 6" O.C.SOLID WEB FILL & SHEATH W/OSB, ATTACH w/A35 @ 32" O.C.SCALE - 34" = 1'I-JOIST TO SHEAR WALL2x6 STUDS @ 12"O.C. ALIGNED W/STUDS BELOW2x6 STUDS @ 12"O.C.DBL TOP PLATEEDGE NAILEDGE NAILBOTTOM PLATE34" CS16 STRAP CENTEREDOVER RIM JST TO TIE UPPERSTUDS TO LOWER STUDS(ONLY REQ'D @ STAIRWELL)SHEATHING TO EXTEND MIN. 12"BEYOND RIM, BOTH DIRECTION OROPTION TO INSTALL CS16 STRAPSIMILAR TO INSIDE CONDITIONBLK'G @ SHEATHINGSPLICEBLK'G @ SHEATHINGSPLICEDBL 2x10 DF#2SOLID FILLER MATERIAL2x10 DF#2 RIM JSTINSIDE FACEOUTSIDE FACESCALE - 1" = 1'STAIRWELL RIM CONDITION15ASREQDAS
REQD
5-
1
/
2
"
MI
N
.STAIRS TO BEARING WALL DETAILSCALE - 34" = 1'1-1/8" APA RATED 48" O.C. STURD-I-FLOORTREAD (TYP)LSU210BEAM PER PLANCONT RIM BOARD @ SIMJOIST PER PLANWEB STIFF BY MFR/SUPPLIER2X4 STUD WALL @ SIM131617SCALE - N.T.S.HOLD DOWN DETAILSNOTE: WHERE POST INSTALLING AN HDU IN LIEU OF A FOUNDATION STRAP, A58" THREADED ROD MAY BE EPOXY EMBEDDED 6" USING SIMPSONSET-XP FOR LSTHD8 AND STHD10 ANCHORS. A MINIMUM OF 1-34"CONC. EDGE DISTANCE SHALL BE KEPT TYP. CONTACT ENGINEER FORALTERNATIVES TO STHD14 STRAPS.CONT. HORIZ. REBARSIMPSON STRONG-TIESTHD CORNERINSTALLATION WITH (3)2X STUDSUSE SB5/8x24 C.I.P. ANCHORWITH HDU2/4/5HDQ8/HDU8USE SB7/8X24 C.I.P.ANCHOR WITH HDQ8INSTALL HDQ8/HDU8TO MIN (3) 2x B.U.STHD14STHD10 & LSTHD8 SIM. USE "RJ"MODEL WHERE RIM JOIST ISPRESENTHDU2/4/5 INSTALL HDU2 TOMIN (2) 2x B.U.18STUDS PER PLAN (16" O.C.U.N.O.)STHD HOLD DOWNPER PLANP.T. SILL PLATECONT. FTG REBAR (FTG MAYONLY STEP AT CRAWL SPACEFOUNDATIONS)ANCHOR SPACING PER SW SCHED.,MAX 48" O.C.CONC. STEM WALLFIRM UNDISTURBED SOIL ORSTRUCTURAL FILL1V1.5H18"LAP MIN. TYP.18" MIN.CONCRETE SLAB PER PLANW/ 4" SLAB USE (4Z) BASE& W/ 6" SLAB USE (6Z) BASEFOOTING PER PLAN1" MINSIDE COVERSIMPSON PPB PER PLANCOLUMN PER PLANSIMPSON 14"x112" TITENCONCRETE SCREWS TOANCHOR BASE UNTIL SLAB ISPOUREDSCALE - 1" = 1'-0"SIMPSON PPBZ POST BASEFOOTING PER PLANSIMPSON ABU66 TYP.P.T. 6x6 TYP.OPTIONAL POST BASEGRADE58"x6" POST-INSTALLED ANCHORSCALE - 34" = 1'-0"STEPPED FOOTING DETAIL1920FIRM UNDISTURBED SOILOR STRUCTURAL FILL3"6"12"48" MAX#4 VERTICALS @ 18" O.C.(2) #4 CONTINUOUS6"3"3"4" CONC. SLAB W/6x6 WWF OR #4REBAR @ 24" O.C. EA. WAY. (PERCONTRACTOR)#4 CONT. WITHIN 12"TOP OF WALL2x P.T. SILL W/ANCHORSPER S.W. SCHED.EDGE NAILING INTO P.T.SILL (HDG)716" OSB PER SW SCHED.DENSGLASS FIREGUARDOVER SHEATHING2x STUDS @ 16" O.C.GYP BD AS REQ'DSCALE - 1" = 1'-0"FOUNDATION AT FIRE ROOM2" SAND OVERVAPOR BARRIER#4 HORIZ. @ 12" O.C., MIN. (2)21#4 TRANS. @ 18" O.C.CONT. 716" OSB OR 1532" PLYWDSHEATHING, TYPDENSGLASSFIREGUARD OVERSHEATHINGDENSGLASSFIREGUARD OVERSHEATHINGDENSGLASSFIREGUARD OVERSHEATHING2 LAYERS DENSGLASSFIREGUARD UNDER CANT.DENSGLASS FIREGUARDOVER SHEATHINGDENSGLASS FIREGUARDOVER SHEATHING58" GYP ON OUTSIDE FACEHORIZONTALLY, SOLID BLK ALLPANEL EDGES AND ATTACH W/0.120"x1-34" (MIN.38" HEAD) @4" ON CENTER (TYP)(REQ'D @ THIRD FLOOR ONLY)ROCKWOOL PER ARCHSDOUBLE 58" TYPE-XGYP BD. PER ARCH.58" TYPE-X G.W.B. EA. FACEOF 2x4 WALLS, PER ARCHSOPTION TO USE 58"FIREGUARD DENSGLASS INLIEU OF 58" TYPE-X GYPOPTION TO USE 58"FIREGUARD DENSGLASS INLIEU OF 58" TYPE-X GYPRESILIENT CHANNEL @ 16" O.C.INSTALLED W/ 1-14" TYPE-WDRYWALL SCREWSRESILIENT CHANNEL @ 16" O.C. INSTALLEDW/ 1-14" TYPE-W DRYWALL SCREWSRESILIENT CHANNEL @ 16"O.C. INSTALLED W/ 1-14"TYPE-W DRYWALL SCREWSRESILIENT CHANNEL @ 16"O.C. INSTALLED W/ 1-14"TYPE-W DRYWALL SCREWSRESILIENT CHANNEL @ 16"O.C. INSTALLED W/ 1-14"TYPE-W DRYWALL SCREWSRESILIENT CHANNEL @ 16"O.C. INSTALLED W/ 1-14"TYPE-W DRYWALL SCREWS
MID-SPANREVISION TABLE
NUMBER DATE REV. BY DESCRIPTION
SHEET NO:PRINT DATE:EXODUS ENGINEERING
PHONE: (360) 345-1566
LUKE@EXODUSENGINEER.COMDRAWN BY:PROJECT #5.20.20205.20.2020REV-1 5.20.20 LWM Roof Dormer Rev Wyndstone - Bldg 2/3/4
15025 Tahoma Blvd SE
Yelm, WACJB19-0312S-10#4 VERTICALS @ 18" O.C.#4 HORIZONTALS @ 12" O.C.(3) #4 CONTINUOUS#4 CONT. WITHIN 12"OF TOP OF WALLP.T. SILL W/ANCHORSPER S.W. SCHED.EDGE NAILING INTO P.T. SILL (HDG)716" OSB OR OTHERSHEATHING PER SW SCHED.DENSGLASS FIREGUARDOVER SHEATHING2x6 STUDS @ 16" O.C.4" CONC. SLAB W/ 6x6 WWF OR#4 REBAR @ 24" O.C. EA. WAYVAPOR BARRIER OVER 4"CRUSHED & COMPACTEDFILL MATERIAL3"
8"24"12" MIN
48" MAX
8"8"8"GRADEINSULATION PER ARCH.TRANSVERSE #4 @ 12" O.C.2" SAND OVERVAPOR BARRIERTYPICAL EXTERIOR FOOTINGSCALE - 1" = 1'SCALE - 1" = 1'-0"THICKENED SLAB FOOTINGGYP BD AS REQ'D2x STUDS @ 16" O.C.P.T. SILL AND MASAP,OR 58" A.B. @ 48" O.C.4" CONC. SLAB W/ 6x6WWF OR #4 @ 24" O.C. EA.WAY PER CONTRACTOR16"(2) #4 CONT.12"VAPOR BARRIER OVERCRUSHED/COMPACTEDFILL OR PEA GRAVEL BASESHEATHING / NAILING PERS.W. SCHEDULE2" SAND OVER VAPOR BARRIERTRANSVERSE #4 @ 18" O.C.DETAIL NOT USED12" MAX(TYP)A.B. PER PLANP.T. SILL PLATE(2) A35 FROM COL.TO SILL PLATEBEAR COLUMN DIRECTLY OVERCONCRETE STEM WALL, PROVIDEAPPROVED MOISTURE BARRIERGLB COLUMN PER PLANSCALE - 1" = 1'-0"COLUMN BEARING ON STEM WALLCONCRETE STEMWALL PER PLANSCALE - 1" = 1'-0"THICKENDED SLAB EDGE @ BUCKOUTCONC. SLAB PER PLANTHICKEN SLAB EDGE TO CONT.FTG BELOW TYP @ BUCKOUTCRUSHED/COMPACTEDFILL OR PEA GRAVEL BASECONT. FTG PER PLAN8" MIN.#4 VERTICALS @ 18" O.C.#4 HORIZONTALS @ 12" O.C.#4 CONT. WITHIN 12"OF TOP OF WALLTRANSVERSE #4 @ 18" O.C.3"
8"24"48" MAX
10"3"3"EDGE NAILING2x4 DF STUDS @ 16" O.C.TYP @ COMMON WALL.BALLOON FRAME AS REQ'DINSULATION PER ARCH, TYP.NAILING PER S/W SCHED.GARAGE SLAB PER 1/S-10 WHEREOCCURS. FIELD LOCATE2x4 P.T. SILL W/ ANCHORS PER S/W SCHED.1COMMON WALL FOOTINGSCALE - 1" = 1'2(3) #4 CONTINUOUS3456SLOPE1/8" :12MAX.
4"
MAX.
4"
MAX.
4"
4"
42" ABOVE FINISH LEVEL
3'-2"
1"BEAM PER PLAN2x6 TEMP BLOCKING TYPICAL12" ROUND FOR DRIPTEMP. FORM WORKOR POUR STOP6X6 - W1.4XW1.4 WWFNAIL DECK TO BEAM W/ GALV.OR STAINLESS 16d @ EA. FLUTEGALV. 3"x4"x38" STEEL ANGLEW/ 3" SIMPSON SDS SCREWS(GALVANIZED) @ 6" O.C.VERCO PLW2 FORMLOK DECKRAILING PER BUILDER2x6 EXTERIOR WALL PER PLANMIN. 112" RIM JOIST W/ADT. 112" BLK'G WHEREDECK OCCURSSCALE - 1" = 1'-0"PANDECKING AT EXTERIOR DECK7FLASHING AS REQ'DSLOPE PER ARCHS6X6 - W1.4XW1.4 WWFGALV. 3"x4"x38" STEEL ANGLEW/ 3" SIMPSON SDS SCREWS(GALVANIZED) @ 6" O.C. (STAGGERED)2x6 EXTERIOR WALL PER PLANMIN. 112" RIM JOIST W/ ADT. 112" BLK'G WHEREDECK OCCURS, OR RIM PER PLANSCALE - 1" = 1'-0"PANDECKING AT BREEZEWAY8FLASHING AS REQ'D(1) #4 IN EA. FLUTEVERCO PLW2FORMLOK DECK(1) #4 IN EA. FLUTE4" MAX. CONC. THICKNESSSCALE - 34" = 1'-0"TOP OF STRINGER ATTACHMENT9BEAM PER PLANTRIM/FASCIA PER ARCHSSIMPSON HUC410 (SLOPED)P.T. 4x12 STRINGERS ONEA. SIDE OF TREADSSCALE - 34" = 1'-0"MID-SPAN STRINGER SUPPORTP.T. 4x6 HF#2 PER PLAN3"3"P.T. 4x12 HF#2 STRINGERS(TREADS NOT SHOWN)MID-SPAN(2) 8" TIMBERLOK FROMPOST TO STRINGER(2) TOTALMAX. 2.5" MFR. STAIR TREADS,ATTACH TO STRINGERS PERMFR. SPEC'SHANDRAIL PER BUILDERVERCO PLW2 FORMLOK DECKPOUR STOP/EDGE FORM AS REQ'D(1) #4 BAR IN EA. FLUTE6X6 - W1.4XW1.4 WWF4" MAX.
4" MAX.SLOPE1/8" :12SLOPE1/8" :12SCALE - 34" = 1'-0"BOTTOM OF STRINGER ATTACHMENT10BEAM PER PLANTRIM/FASCIA PER ARCHS8" BIRDS MOUTH CUTP.T. 4x12 STRINGERS ONEA. SIDE OF TREADSMAX. 2.5" MFR. STAIR TREADS,ATTACH TO STRINGERS PERMFR. SPEC'SVERCO PLW2 FORMLOK DECKPOUR STOP/EDGE FORM AS REQ'D(1) #4 BAR IN EA. FLUTE6X6 - W1.4XW1.4 WWFSCALE - 1" = 1'-0"STRINGER ATTACHMENT AT GRADE1116"12"(2) CONT. #4 BAR2"x2"x9"x316" HDG ANGLE W/ (2) 12H.D.G. WEDGE ANCHOR OR TITENANCHORS W/ 5" EMBED INTO CONC.BELOW & (4) 14"x3" SIMPSON HDGSDS SCREWS INTO STRINGERSP.T. 4x12 STRINGERS ONEA. SIDE OF TREADSMAX. 2.5" MFR. STAIRTREADS, ATTACH TOSTRINGERS PER MFR.SPEC'SRAILING PER BUILDER124x8 DF SELECT4x6 DF SELECT4x6 DF SELECT4x12 DF SELECT14"PLATES "A"PLATES "B"PLATES "C"PLATES "D"FABRICATION NOTES1. BOLTS SHALL BE 34$7<3,&$//<%2/7('7+528*+:22'TRUSS MEMBERS WITH 18" A36 PLATED CONNECTIONS ON EACHSIDE OF THE TRUSS. OPTION: USE 14"x3" SDS SCREWS AS ALTERNATIVE TO BOLTS (2:1RATIO SCREWS TO BOLTS)2. TYPICAL CLEARANCE IS 1-12" FROM END OF PLATES TO FIRST BOLTCENTER, 3" O.C. TYP. BOLT SPACING THEREAFTER, HOLES SHALLBE 787<3,&$//<7+528*+3/$7(6 NOTE: IF USING SDS SCREWS, ADJUST SPACING AS REQ'D,HOLES SHALL BE 5327<3,&$//<7+528*+3/$7(63. WHERE SPLICES ARE USED IN CONSTRUCTING THE PLATEDMEMBERS, 18" FILLET WELDS SHALL BE APLLIED TO BOTH SIDES OFSPLICES, TYPICALLY.PLATE "A"PLATE "B"PLATE "B"PLATE "C"PLATE "C"PLATE "D"4x6 DF SELECT4x8 DF SELECT
612SCALE - N.T.S.TIMBER TRUSS DESIGN136x6 DF#1 COL.6x8 DF#2 BEAM,HUNG ON EA.SIDE W/ HUCQAT INSIDE FACE, HGAFROM TRUSS TO BM/COL.6x6 DF#1 COL.6x8 DF#2 BEAM,HUNG ON EA.SIDE W/ HUCQAT INSIDE FACE, HGAFROM TRUSS TO BM/COL.TIMBER FRAMED ROOF SYSTEMSCALE - 34" = 1'-0"4x8 NAILER FOR T&G ATTACHMENTATTACHED TO CRIPPLE WALL W/ (2) 6"TIMBERLOK SCREWS EA. STUD (16" O.C.)PER PLANSHEATH W/ 716" OSB &NAILED PER S.W. TYPE A 2x6 DF CRIPPLE WALL @ 16"O.C. TO LANDING ABOVE2x6 T&G FACE NAILED TO EA.SUPPORT W/ (2) .148"x3" &TOE-NAILED THROUGH TONGUEW/ (1) .148"x3" TYP.LANDING GLB PER PLANLANDING ABV. NOT SHOWNTRUSS PER 13/S-10144" MAX.2"x2"x5"x316" HDG ANGLE W/ (2) 12+'*WEDGE ANCHOR OR TITEN ANCHORS W/ 3"EMBED INTO CONC. BELOW & (3) 14"x3"SIMPSON HDG SDS SCREWS INTO STRINGERSSLOPE PER ARCHS1"6x6 - W1.4xW1.4 WWFGALV. 3"x4"x38" STEEL ANGLEW/ 3" SIMPSON SDS SCREWS(GALVANIZED) @ 6" O.C.2x6 EXTERIOR WALL PER PLAN(16" O.C. MAX STUD SPACING)(INSULATION AS REQ'D PER ARCH)DBL 2x10 DF#2 W/ (2) A35TO STUDS ON EA. END.SCALE - 1" = 1'-0"PANDECKING AT LANDING15FLASHING AS REQ'DVERCO PLW2 FORMLOK DECK(1) #4 IN EA. FLUTE4" MAX.12"(AT EA. FLUTE)12"(AT EA. FLUTE)12"(AT EA. FLUTE)NAIL DECK TO BEAM W/ GALV.OR STAINLESS 16D @ EA. FLUTENAIL DECK TO BEAM W/ GALV. ORSTAINLESS 16D @ EA. FLUTEFULLY SHEATH OUTSIDE FACE OF WALLSWITH 716" OSB, 6" O.C. EDGE NAILINGPRIOR TO FRAMING PERP. WALLS.(WHERE OCCURS ON PLANS)SUB FASCIA ANDTRIM PER BUILDER12" (MAX)6" O.C.4"
1-3 4"
1-3 4"ELEVATION OF ANGLE2" FROMENDS6" O.C.4"
1-3 4"
1-3 4"ELEVATION OF ANGLE2" FROMENDS6" O.C.4"1-3 4"1-3 4"ELEVATION OF ANGLE2" FROMENDS716" OSB OR 1532" CDXPLYWD, 6" EDGE AND 12"FIELD NAILING TYP U.N.O.PRE-FAB ROOF TRUSSES, SEEFRAMING PLAN ANDMANUFACTURER'S SHOP DRAWINGS2x DF STUDS @ 16" O.C. U.N.O.H2.5T TO TOP PLATE, TYPEA. TRUSS.OPT: SDWC15600 OR 6"TIMBERLOK SCREW8d EDGE NAIL INTO BLK'G, TYPSHEATHED BLK'G PANELS ORMFR. TRUSS PANELSDESIGNED TO TRANSFER MIN.115 PLF LATERAL LOAD.EXTERIOR FINISH PER ARCHCONT. 716" OSB OR 1532"PLYWD SHEATHING, TYP.NAILING PER S/W SCHED.DBL TOP PLATEEDGE NAIL TO 2x, ATTACHTO FRAMING WITH (2) 16dNAILS @ 24" O.C.GYP. BOARD AS REQ'DSOFFIT PER ARCH'SA35 @ 24" O.C.TIMBER FRAMED ROOF SYSTEMSCALE - 34" = 1'-0"1658" GYP ON BOTH FACES INSTALLEDHORIZONTALLY, SOLID BLK ALL PANELEDGES AND ATTACH W/ 0.120"X1-34"(MIN.38" HEAD) @ 4" ON CENTER (TYP)(REQ'D @ THIRD FLOOR ONLY)SHEATHING / NAILING PER S.W.SCHEDULE2x4 WALLS W/STUDS @ 16"O.C.1-18" T&G PLYWOOD GLUED ANDNAILED OR 2332" T&G WITHADT.1932" LAYER STAGGEREDBLK'G FOR GYP. BD.ATTACHMENT58" GYP ON BOTH FACESINSTALLED HORIZONTALLY, SOLIDBLK ALL PANEL EDGES ANDATTACH W/ 0.120"X1-34" (MIN.38"HEAD) @ 4" ON CENTER (TYP)(REQ'D @ SECOND FLOOR ONLY)JOISTS PER PLANSEPARATION WALL DETAILSCALE - 34" = 1'17DOUBLE 58" TYPE-XGYP BD. PER ARCH.