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(1 OR 2)USP RTIBA WHEN INSTALLING(1)USP <br />RT18A ON THE INSIDE <br />TRUSS ANCHOR WITH FASTEN EACH STUD TO DBL. <br />1A HOGNAILS TO <br />TRUSS AND tOdx3" HOG TOP PLATEAN USP SPT24 PLYWOOD SHEATHING, SEE <br />TRUSS <br />NAILS TO NAIL PER MANUF. SPECS. "ROOFANALLIFLOOR <br />SHEATHING <br />ONE FASTENER SCHEDULE" <br />TOP PLATE. INSIDE <br />APPLIED TO INSIDE FACE <br />OF WALL. IN ADDITION, <br />ADD (4) 1 Bd TOE -NAILS, 2 <br />EACH SIDE OF TRUSS. <br />2x WOOD FASCIA SEE <br />ARCHITECTURAL 2x8 <br />SECURED W/ (2)18d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />lx2. SECURED WI 10d TRUSSES 0 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12' O/C FOR REVIEW <br />AND APPROVAL <br />2x STUDS <br />2x BLOCKING <br />AT ALL PLYWOOD <br />SEAMS AALLOWABLEUPLIFT =i180LBS(tSTRAP) <br />B ALLOWABLE UPLIFT = 2320 LBS(2 STRAPS) <br />TYPICAL TRUSS/GIRDER CONNECTORS <br />1 a 1 b SCALE: 3/4'=1'-0 <br />(1 OR 2) USP LUGT2 <br />TRUSS ANCHOR WITH <br />10dx1 1/2' GALV. COMMON PLYWOOD SHEATHING, SEE <br />FLOOR <br />NAILS, FILL ALL HOLES. SHEATHING <br />SHEATHING <br />FIRST ONE FASTENER SCHEDULE" <br />APPLIED TO INSIDE FACE <br />OF WALL. IN ADDITION, <br />ADD (4) 18d TOE -NAILS, 2 <br />EACH SIDE OF TRUSS <br />2x WOOD FASCIA SEE <br />ARCHITECTURAL 2x8 <br />SECURED W/ (2)18tl <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />lx2 SECURED W/ 10d TRUSSES 0 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12" O/C FOR REVIEW <br />AND APPROVAL <br />2x STUDS <br />2x BLOCKING <br />AT ALL PLYWOOD <br />SEAMS AALLOWABLE UPLIFT =2260LBS(1STRAP) <br />B ALLOWABLE UPLIFT = 4520 LBS(2 STRAPS) <br />TYPICAL GIRDER/TRUSS CONNECTOR(S) <br />2a 2b SCALE: 34"=1'-0 <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT SHOWN <br />FOR CLARITY (SEE SHOP <br />DWGS.) <br />FASTEN EACH STUD TO <br />DBL, TOP PLATE W/ USP <br />SPT24 NAIL PER MANUR <br />SPECS. <br />TOP PLATE ROLLOVER <br />STRAP DETAIL <br />3 3CALE:3l4'=1'-0' <br />4 NOT USED <br />PRE-ENG GABLE TRUSS <br />20 BLOCKING BETWEEN TRUSSES ---�-- <br />AT FIRST TWO BAYS 4'-0' O.C. (AT O <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) PRE-ENG'D WOOD <br />TRUSS (TYP) C 24" O.C. <br />0 MAX <br />2X4 DIAGONAL BTM. CHORD FOR STRAPPING <br />BRACING. SEE PLAN FOR VERIFY <br />LOCATION O W/ TRUSS PLAN <br />SECURE 2x PLATE TO WALL. <br />W/ 3/8'x8" THRU-BOLTS <br />32' O.C. MAX THEN SECURE <br />GABLE TO 2x4 PLATE W/ <br />12d's 8" O.C. MAX OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ USP HGA10KT <br />C 24" O.C. MAX <br />2x STUDS <br />CONT. 20 SECURED W/ 12)10d's EACH <br />TRUSS TO BE INSTALLED Q� 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />2x STUDS GABLE TRUSS @ FRAME WALL <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7744078 <br />FAX: 407-774-4078 <br />wwwsbdesWrigroup.dom <br />AA A: 0003325 <br />3 <br />7 <br />I.L.L3 <br />aysan► lk Loan: <br />ABBOTT PARK <br />LOT #30 <br />BLK. #8 <br />!!lOJE'CT <br />04181.001- 30083 <br />MODM t <br />3EEB <br />"2260—ELSTON" <br />GARAGs OWDM: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />