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Allison II Model - Structural Plans - IN - AMBM - Lot 03-S-4.1
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 FLUSH BEAM (SEE STRUCT. PLANS) \pxql;FASTEN SOLE PLATE OF SHEARWALL TO FLUSH BEAM w/ 10d NAILS @ 6" O.C. SHEARWALL ABOVE 1SHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALL ABOVESCALE: 3/4"=1'-0" LOW ROOF TRUSSES (SEE PLAN) \pxql;EXTEND SHEATHING TO SOLE PLATE & FASTEN PER SPECIFIED EDGE NAILING TRUSS HANGER (PER MANUF.) FASTEN SHEATHING TO LEDGER w/ 8d NAILS @ 6" O.C.\pxql;2x6 BLOCKING. FASTEN TO EA. STUD w/ (3) 10d NAILS \pxqr;FLUSH BEAM (SEE STRUCT. PLANS) FASTEN SOLE PLATE OF SHEARWALL TO FLUSH BEAM w/ 10d NAILS @ 6" O.C. 2SHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALL ABOVESCALE: 3/4"=1'-0" EXTEND SHEATHING TO SOLE PLATE & FASTEN PER SPECIFIED EDGE NAILING 2x6 CONT. LEDGER OR END TRUSS. FASTEN TO EA. STUD w/ (3) 10d NAILS 2x CONT. NAILER OR BLOCKING FASTENED TO EDGE OF FLUSH BEAM w/ 10d NAILS @ 6" O.C. FASTEN FLOOR SHEATHING TO NAILER w/STND. EDGE NAILING SHEARWALL ABOVE \pxqr;LOW ROOF TRUSSES (SEE PLAN) FASTEN SHEATHING TO TOP CHORD/LEDGER w/ 8d NAILS @ 6" O.C. 3TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ INTERIOR WALLSCALE: 3/4"=1'-0" 2x EXTERIOR SHEAR WALL ABOVE. DROPPED BEAM (SEE PLANS) FLOOR SYSTEM\P(SEE PLANS) RIM BOARD FASTENED TO DROPPED BEAM 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 BOARDLOW ROOF TRUSSES (SEE PLAN) FASTEN SHEATHING TO LEDGER w/ 8d NAILS @ 6" O.C.\pxql;2x6 CONT. LEDGER\PFASTEN TO EA. STUD w/ (3) 10d NAILS INSTALL SHEATHING PRIOR TO INSTALLING LOW ROOF TRUSSEScopyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 04-27-22 SDI LAN 125-16012 Allison II Model - 2377Ambleside Manor - Lot 03Midwest Zonesheet:1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Midwest ZoneBase - 18 psf Roof LiveLateral Bracing DetailsS-4.1 08/12/22