Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
S000.3
SCALE: 3/4"=1'-0"TYPICAL SHEAR\PTRANSFER DETAIL @ ROOFA2 \A1;9 1/2"\A1;TO 16" \A1;2x10 (9 {\H0.7x;\S1#2;}" - 12" HEEL) OR 2x12 (12" - 16" HEEL) SOLID BLOCKING PANELS EVERY 3RD TRUSS BAY (72" O.C. MAX) FASTEN EA. BLOCKING PANEL TO TOP PLATE w/ \P(4) 3"x0.131" TOENAILS OR \P(5) 3"x0.120" TOENAILS FASTEN ROOF TRUSS TO TOP PLATE OF WALL w/ \P(3) 3"x0.131" TOENAILS OR\P(4) 3"x0.120" TOENAILS2x EXT. WALL\P(SEE PLAN) SCALE: 3/4"=1'-0"TYPICAL SHEAR\PTRANSFER DETAIL @ ROOFA1\A1;HEEL HEIGHT LESS THAN 9 {\H0.7x;\S1#2;}"\PNO BLOCKING REQ'D \A1;9 1/2"\A1;MAX. SCALE: 3/4"=1'-0"TYPICAL SHEAR TRANSFER DETAIL @ RAISED HEEL TRUSSA3 \A1;OSB/PLYWOOD SHEATHING UP VERTICALS OF ROOF TRUSSES, & FASTEN w/ 2{\H0.7x;\S3#8;}"x0.113" NAILS @ 6" O.C. \A1;HEEL HEIGHT BETWEEN 9 {\H0.7x;\S1#2;}" - 16"\PBLOCKING REQ'DHEEL HEIGHT UP TO 24" MAX. \A1;9 1/2"\A1;TO 24" MAX. \A1;BLOCKING MUST FIT TIGHT BETWEEN TRUSSES.\PFASTEN EA. END OF BLOCKING TO TRUSS w/\P(2) 3"x0.131" TOENAILS OR\P(2) 3"x0.120" TOENAILS @ TOP OF PANEL FASTEN ROOF TRUSS TO TOP PLATE OF WALL w/ (3) 3"x0.131" TOENAILS OR\P(4) 3"x0.120" TOENAILSFASTEN ROOF TRUSS TO TOP PLATE OF WALL w/ \P(3) 3"x0.131" TOENAILS OR\P(4) 3"x0.120" TOENAILS2x EXT. WALL\P(SEE PLAN)2x EXT. WALL\P(SEE PLAN) BTYPICAL GABLE END DETAILSCALE: 3/4"=1'-0" 2x EXT. WALL (SEE PLAN) FASTEN BOTTOM CHORD OF GABLE END TRUSS TO DBL. TOP PLATE w/ \P3"x0.131" NAILS @ 8" O.C. OR 3"x0.120" NAILS @ 6" O.C. GABLE END TRUSS SHEATHED w/ OSB/PLYWOODPROVIDE GABLE END BRACING PER TRUSS MANUFACTURER AND/OR BCSI CTYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ EXTERIOR WALLSCALE: 3/4"=1'-0" 2x EXT. WALL (SEE PLAN)I-JOISTS\P(SEE PLAN) RIM BOARD FASTENED TO \PDBL. TOP PLATE w/ 3"x0.131" TOENAILS @ 6" O.C. OR \P3"x0.120" TOENAILS @ 4" O.C. FASTEN SOLE PLATE TO RIM BOARD w/ \P3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C2x EXT. WALL (SEE PLAN) I-JOISTS\P(SEE PLAN)2x P.T. SILL PLATE\A1;{\H0.7x;\S1#2;\H1.429x;" DIA. ANCHOR BOLTS @ 6'-0" O.C. MAX. (OR EQUIVALENT ANCHOR STRAPS)} SCALE: 3/4"=1'-0"{\Farchtitl.shx;TYPICAL SHEAR TRANSFER DETAIL @ EXTERIOR BASEMENT WALL}D FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEATHING EDGE NAILING REQUIREMENTS (SEE PLAN) RIM BOARD FASTENED TO SILL PLATE w/ \P3"x0.131" TOENAILS @ 6" O.C. OR 3"x0.120" TOENAILS @ 4" O.C. FOUNDATION WALL\P(SEE PLAN) FASTEN SOLE PLATE TO RIM BOARD w/ \P3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C 2x P.T. SILL PLATE (SEE PLAN) \A1;{\H0.7x;\S1#2;\H1.429x;" DIA. ANCHOR BOLTS @ 6'-0" O.C. MAX. (OR EQUIVALENT ANCHOR STRAPS)} SCALE: 3/4"=1'-0"TYPICAL SHEAR TRANSFER DETAIL @ EXTERIOR GARAGE WALLE FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEATHING EDGE NAILING REQUIREMENTS (SEE PLAN) FOUNDATION WALL\P(SEE PLAN) GARAGE SLAB (SEE PLAN) 2x EXTERIOR SHEAR WALL C1TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ EXTERIOR WALLSCALE: 3/4"=1'-0" 2x JOISTS\P(SEE PLAN) RIM BOARD FASTENED TO \PDBL. TOP PLATE w/ 3"x0.131" TOENAILS @ 6" O.C. OR \P3"x0.120" TOENAILS @ 4" O.C. FASTEN SOLE PLATE TO RIM BOARD w/ \P3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C 2x EXT. WALL (SEE PLAN) 2x EXT. WALL (SEE PLAN) 2x JOISTS\P(SEE PLAN)2x P.T. SILL PLATE\A1;{\H0.7x;\S1#2;\H1.429x;" DIA. ANCHOR BOLTS @ 6'-0" O.C. MAX. (OR EQUIVALENT ANCHOR STRAPS)} SCALE: 3/4"=1'-0"{\Farchtitl.shx;TYPICAL SHEAR TRANSFER DETAIL @ EXTERIOR BASEMENT WALL}D1 FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEATHING EDGE NAILING REQUIREMENTS (SEE PLAN) FOUNDATION WALL\P(SEE PLAN) RIM BOARD FASTENED TO \PSILL PLATE w/ 3"x0.131" TOENAILS @ 6" O.C. OR \P3"x0.120" TOENAILS @ 4" O.C.FASTEN SOLE PLATE TO RIM BOARD w/ \P3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C 5TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ INTERIOR WALLSCALE: 3/4"=1'-0" 2x EXTERIOR SHEAR WALL ABOVE. 2x INTERIOR SHEAR WALL (SEE PLANS)FLOOR SYSTEM\P(SEE PLANS) RIM BOARD FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. FASTEN SOLE PLATE TO RIM BOARD w/ 10d NAILS @ 6" O.C. EXTEND EXTERIOR SHEATHING TO BOTTOM OF RIM BOARD LOW ROOF TRUSSES\P(SEE PLANS) TRUSS HANGER (PER MANUF.) FASTEN SHEATHING TO LEDGER w/ 8d NAILS @ 6" O.C.2x6 CONT. LEDGER OR BLOCKING. FASTEN TO EA. STUD w/ (3) 10d NAILS FLUSH BEAM (SEE STRUCT. PLANS) FASTEN SOLE PLATE OF SHEARWALL TO FLUSH BEAM w/ 10d NAILS @ 6" O.C. SHEARWALL ABOVE 4SHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALL ABOVESCALE: 3/4"=1'-0" LOW ROOF TRUSSES (SEE PLAN) EXTEND SHEATHING TO BOT. OF BEAM & FASTEN PER SPECIFICATION ON PLAN TRUSS HANGER (PER MANUF.) FASTEN SHEATHING TO LEDGER w/ 8d NAILS @ 6" O.C.2x6 CONT. LEDGER OR BLOCKING. FASTEN TO EA. STUD w/ (3) 10d NAILS 6TYPICAL SHEAR TRANSFER DETAIL @ EXTERIOR WALL ABOVE OVER GARAGESCALE: 3/4"=1'-0" 2x EXTERIOR SHEAR WALL ABOVE. FLOOR SYSTEM\P(SEE PLANS) EXTEND EXTERIOR SHEATHING TO BOTTOM OF RIM BOARD FASTEN SOLE PLATE TO RIM BOARD w/ 10d NAILS @ 6" O.C. LOW ROOF TRUSSES\P(SEE PLANS) DROPPED BEAM (SEE PLAN) TRUSS HANGER (PER MANUF.) 2x6 CONT. LEDGER OR BLOCKING FASTENED TO EA. STUD w/(3)10d NAILSFASTEN SHTG. TO LEDGER w/8d NAILS @ 6" o.c. DROPPED BEAM (SEE STRUCT. PLANS) SHEARWALL ABOVE 7SHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALL ABOVESCALE: 3/4"=1'-0" LOW ROOF TRUSSES (SEE PLAN) FASTEN SHEATHING TO LEDGER w/ 8d NAILS @ 6" O.C.2x6 BLOCKING. FASTEN TO EA. STUD w/ (3) 10d NAILS TRUSS HANGER (PER MANUF.) FASTEN SOLE PLATE TO RIM BOARD w/ 10d NAILS @ 6" O.C. 8TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ INTERIOR WALLSCALE: 3/4"=1'-0" \pxql;2x EXTERIOR SHEAR WALL ABOVE \pxql;2x INTERIOR SHEAR WALL (SEE PLANS) \pxql;FLOOR SYSTEM\P(SEE PLANS)\pxql;RIM BOARD FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. \pxql;FASTEN SOLE PLATE TO RIM BOARD w/ 10d NAILS @ 6" O.C.ROOF TRUSS FASTEN SHEATHING TO TOP CHORD w/ 8d NAILS @ 6" O.C. LOW ROOF TRUSSES (SEE PLAN) FASTEN TOP CHORD OF TRUSS TO TO EA. STUD w/ (3) 12d NAILS INSTALL EXT. WALL SHEATHING PRIOR TO INSTALLING LOW ROOF TRUSSEScopyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 07-10-14 JGF JE 125-14003 Truman ModelCentral Zonesheet:1901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central ZoneBase - 18 psf Roof LiveAAMREVISED EC3S PORCH FRAMING09/22/2016SWBSTONE VENEER UPDATE09/29/2016AMG2018 CODE UPDATE07/01/2019CLIN 2020 CODE UPDATE01/01/2020Lateral Bracing DetailsS-4.1 12/02/21