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WHEN INSTALLING (1) USP <br />(1 OR 2) USP RT16A <br />RT1SA ON THE INSIDE <br />SS ANCHOR WITH <br />TRUSS <br />FASTEN EACH STUD TO DBL. <br />VA' HDG NAILS TO <br />NAILS <br />TOP PLATE W/ USP SPT24 PLYWOOD SHEATHING, SEE <br />TRUSS AND HOG <br />NAIL PER MANUR SPECS. "ROOFNVALLIFLOOR <br />NAILS TO <br />SHEATHING <br />TOP PLATE. FIRST ONE <br />FASTENER SCHEDULE" <br />APPLIED TO INSIDE FACE <br />OF WALL, IN ADDITION, <br />ADD (4) 16d TOE -NAILS, 2 <br />EACH SIDE OF TRUSS. <br />2x WOOD FASCIA SEE <br />ARCHITECTURAL 2x6 <br />SECURED W/ (2) 16d <br />GALV. COMMON NAILS. <br />ENGINEERED WOOD <br />1x2 SECURED W/ 10d <br />TRUSSES ® 24" O/C, <br />GALV. COMMON NAILS <br />SUBMIT SHOP DRAWINGS <br />17' O/C <br />FOR REVIEW <br />AND APPROVAL <br />2x STUDS <br />2x BLOCKING <br />AT ALL PLYWOOD A ALLOWABLE UPLIFT =1160 LBS (1 STRAP) <br />SEAMS 8 ALLOWABLE UPLIFT = 2320 LBS (2 STRAPS) <br />TYPICAL TRUSS/GIRDER CONNECTOR(S) <br />1 a lb SCALE: 3/4"=T-0" <br />SECURE 2x PLATE TO WALL <br />W/ 3/8"x8" THRU4SOLTS 0 <br />37' O.C. MAX THEN SECURE <br />GABLE TO 2x4 PLATE W/ <br />12d's 8" O.C. MAX OR <br />SECURE GABLE TO DEL TOP <br />PLATE W/ USP HGAl0KT <br />0 24" O.C. MAX <br />PRE-ENG GABLE TRUSS — <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) <br />(1 OR 2) USP LUGT2 <br />TRUSS ANCHOR WITH <br />1 Ddx1 i/Y' GALV. COMMON <br />NAILS, FILL ALL HOLES. <br />FIRST ONE <br />APPLIED TO INSIDE FACE <br />OF WALL. IN ADDITION, <br />ADD (4)16d TOE -NAILS, 2 <br />EACH SIDE OF TRUSS — <br />2. WOOD FASCIA SEE <br />ARCHITECTURAL 218 <br />SECURED W/ (2)16d <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />GALV. COMMON NAILS. <br />ENGINEERED WOOD <br />1x2 SECURED W/ 10d <br />TRUSSES ® 24" O/C, <br />GALV. COMMON NAILS <br />SUBMIT SHOP DRAWINGS <br />17' O/C <br />FOR REVIEW <br />AND APPROVAL <br />2x STUDS <br />2x BLOCKING <br />AT ALL PLYWOOD <br />SEAMS <br />A ALLOWABLE UPLIFT =2260 LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = 4520 LBS (2 STRAPS) <br />TYPICAL GIRDER/TRUSS CONNECTOR(S) <br />w1 <br />GO GU <br />SCALE: 3/4"=T-9' <br />PRE-ENG'D WOOD <br />TRUSS (TYP) Q 24" O.0 <br />MAX <br />FOR STRAPPING <br />VERIFY <br />W/TRUSSPLAN <br />2x STUDS <br />CONT. 2x4 SECURED W/ (2) 10d's ® EACH <br />TRUSS TO BE INSTALLED 01101-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />2x STUDS GABLE TRUSS @ FRAME WALL <br />PLIFT <br />OT SHOWN <br />SEE SHOP <br />STUD TO <br />E W/ USP <br />R MANUR <br />TOP PLATE ROLLOVER <br />3 STRAP DETAIL <br />SCALE: 3/4"=T-0" <br />4 NOT USED <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407.774-W78 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003328 <br />F4 <br />a <br />C <br />ammm ae Lo <br />SILVERADO <br />LOT #6 <br />BLK #17 <br />PROJECT* <br />04128.002-06171 <br />MODEu <br />3EFB <br />"2447- ROBIE" <br />GARAGE BWMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />D TE 10/09/19 <br />a8CAL :1/4" = 1'-o" <br />aHEET <br />S6.1A <br />