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WHEN INSTALLING (1) USP <br />(1 OR 2) USP RT16A RT16A ON THE INSIDE <br />TRUSS ANCHOR WITH FASTEN EACH STUD TO DBL. <br />(1 OR 2) USP LUGT2 <br />t 0dx1 1/2" HDG NAILS TO TOP PLATE W/USP SPT24 PLYWOOD SHEATHING, SEE <br />TRUSS ANCHOR WITH <br />PLYWOOD SHEATHING, SEE <br />TRUSS AND 10dx3"HDG NAIL PER MANUF. SPECS. FLOOR <br />10dx1 1/2" GALV. COMMON "ROOF/WALUFLOOR <br />NAILS TO SHEATHING <br />SHEATHING <br />NAILS, FILL ALL HOLES. SHEATHING <br />TOP PLATE. FIRST ONE FASTENER SCHEDULE" <br />FIRST ONE FASTENER SCHEDULE" <br />APPLIED TO INSIDE FACE <br />APPLIED TO INSIDE FACE <br />OF WALL. IN ADDITION, <br />OF WALL. IN ADDITION, <br />ADD (4) 16d TOE -NAILS, 2 <br />ADD (4) 16d TOE -NAILS, 2 <br />EACH SIDE OF TRUSS. <br />EACH SIDE OF TRUSS <br />oFRjOSPLIFT <br />2x WOOD FASCIA SEE <br />2x WOOD FASCIA SEE <br />ARCHITECTURAL 2x6 <br />ARCHITECTURAL 2%6 <br />OTSHOWN <br />SECURED W/ (2)16d <br />SECURED W/ (2)16d <br />FOR CLARITY (SEE SHOP <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />DWGS.) <br />1x2 SECURED W/ 10d TRUSSES @ 24" O/C, <br />Ix2 SECURED W/ IOd TRUSSES @ 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />FASTEN EACH STUD TO <br />12" O/C FOR REVIEW <br />12" O/C FOR REVIEW <br />DBL. TOP PLATE W/ USP <br />AND APPROVAL <br />AND APPROVAL <br />SPT24 NAIL PER MANUR <br />SPECS. <br />2x STUDS <br />2x STUDS <br />2x BLOCKING <br />2x BLOCKING <br />AT ALL PLYWOOD AALLOWABLE UPLIFT=1160 LBS (1 STRAP) <br />SEAMS <br />AT <br />SALL EAMS PLYWOOD A ALLOWABLE UPLIFT= 2260 LBS(i STRAP) <br />TOP PLATE ROLLOVER <br />B ALLOWABLE UPLIFT = 2320 LEIS (2 STRAPS) <br />B ALLOWABLE UPLIFT= 4520 LBS(2 STRAPS) <br />STRAP DETAIL <br />3 SCALE:3/4'•=,'-0" <br />4 NOT USED <br />TYPICAL TRUSS/GIRDER CONNECTOR(S) <br />M TYPICAL GIRDER/TRUSS CONNECTOR(S) <br />1 a 1 U <br />2a 2b SCALE: 3/4"=1'-0 <br />SCALE: 3/4"-V-9' <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT o <br />SHEATHING SEAMS) (BLOCKING <br />_________— -. <br />NOT SHOWN FOR CLARITY) PRE-ENG'D WOODTRUSS <br />(TYP) @ 24" O.C. <br />o MAX <br />FOR STRAPPING <br />VERIFY <br />W/ TRUSS PLAN <br />O <br />SECURE 2x PLATE TO WALL <br />W/ 3/8'k6" THRU-BOLTS @ <br />32" O.C. MAX THEN SECURE <br />GABLE TO 2x4 PLATE W/ <br />121's S" O.C. MAX OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ USP HGAIOKT <br />@ 24" O.C. MAX <br />2x STUDS <br />CONT. 2x4 SECURED W/ (2)1 Od's @ EACH <br />TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />2x STUDS GABLE TRUSS @ FRAME WALL <br />5 <br />SCALE: 3/4"=V-0" <br />i44i N. RONALD REAGAN 81 <br />LONG WOOD, FL 32750 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA p: 0003325 <br />N <br />h <br />s <br />N <br />m <br />0 <br />R <br />�R <br />p <br />Bul3mv & LoT: <br />SILVERADO <br />LOT 3 <br />BLK 11 <br />PROJECT# <br />04128.001-03111 <br />MODEL <br />4EHB <br />"2605—HAYDEN" <br />GARAGE sITMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DATE: OS/18/18 <br />SCALE: 1/4"=1'-O" <br />SKEET <br />S6.1A <br />