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r <br />WHEN INSTALLING (1) USP <br />(1 OR 2) USP RTi 6A <br />RT16A ON THE INSIDE <br />A <br />TRUSS ANCHOR WITH <br />FASTEN EACH STUD TO DBL <br />HOG NAILS TO <br />10dz1 1 G NAILST <br />TOP PLATE W/ USP SPT24 PLYWOOD SHEATHING, SEE <br />TRUSS AND <br />NAIL PER MANUF. SPECS. "ROOFNVALL/FLOOR <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 />lx2 SECURED W/ 10d <br />TRUSSES @ 24" O/C, <br />GALV. COMMON NAILS <br />SUBMIT SHOP DRAWINGS <br />12" 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 B ALLOWABLE UPLIFT = 2320 LBS (2 STRAPS) <br />TYPICAL TRUSS/GIRDER CONNECTOR(S) <br />113, Flb SCALE: 3X'=1' P' <br />SECURE 2x PLATE TO WALL <br />W/ 3/8"x6" THRU-BOLTS 0 <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 HGAl0KT <br />@ 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 Odxi 12" 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 />PLYWOOD SHEATHING, SEE <br />"ROOFMALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />TOR(S) <br />2x WOOD FASCIA SEE <br />ARCHITECTURAL 2x6 <br />SECURED W/ (2) 16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1x2 SECURED W/ 10d TRUSSES Q 24" OIC, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWING <br />12" O/C FOR REVIEW <br />AND APPROVAL <br />2x STUDS <br />2x BLOCKING <br />AT ALL PLYWOOD <br />SEAMS A ALLOWABLE UPLIFT = 2260 LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = 4520 LBS (2 STRAPS) <br />TYPICAL GIRDER/TRUSS CONNECT <br />r-0 <br />2b SCALE: <br />PRE -EN( <br />TRUSS (TYP) @ 24" O.0 <br />0 MAX <br />FOR STRAPPING <br />VERIFY <br />W/TRUSS PLAN <br />2x STUDS <br />CONT. 2x4 SECURED W/ (2) 10d's ® EACH <br />TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />2x6TUDS GABLE TRUSS @ FRAME WALL <br />J SCALE: 3l4"=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 MANUF. <br />SPECS. <br />TOP PLATE ROLLOVER <br />3 STRAP DETAIL <br />4 NOT USED <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32760 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA S: 0003326 <br />0 <br />Y <br />� <br />g <br />J <br />sm <br />sUHDIV. & LAT <br />SILVERADO <br />LOT #8 <br />BLK #18 <br />PROJECT* <br />04128.002-08181 <br />MODEL& <br />3EFB <br />"2447— ROBIE" <br />GARAGE 8WMO: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. 50 <br />DAR� 10/09/19 <br />BCALJ6: 1/4' = 1'-0* <br />8MEET <br />S6.1A <br />