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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1 Od x 1 in NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 }' NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 1 Od x 3 }' NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 e NAILS TO GIRDER <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)18d <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12'O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE k 1100 UPLIFT SIMPSON <br />'ROOF/WALL/FLOOR HTSM20 W/10 10d TO <br />SHEATHING TRUSS AND (4) 1/4' x 2 1/4' <br />FASTENER SCHEDULE' TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />NOTE: A PT SYP N2 2' x 4', a 19W UPLIFT (2) SIMPSON <br />6% 8' x 4'-O' MAY BE ADDED HTSM20 INSTALLED ON PRE -ENG TRUSS <br />W/ 10d NAILS, 2 ROWS, 3- OPPOSITE FACES OF <br />O/C TO FACILITATE ONE BLOCK WALL W/10 10d TO <br />ADDITIONAL PLY MAX. TO TRUSS AND (4) 1/4' x 2 1/4' <br />ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />ANCHOR REQUIREMENTS, CONT POURED LINTEL <br />ENGINEERED WOOD <br />TRUSSES ® 24' O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT. U:2705 LBS (2 PLY) <br />S <br />lb is TYPICAL TRUSS/ <br />G� <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d @ EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0. O.C. (AT SHEATHING <br />V-0' TO 30'-0- (1)'X' BRACE2(2)10d <br />SEAMS) <br />30'-1' TO 60'-0 (3)'X' BRACESECURE <br />2x8 PT. PLATE <br />(1)'X' BRACE @ CENTERTO <br />BLK W/ 1/2' DIA. <br />(2)'X' BRACE DIVIDED EQUALLYANCHOR <br />BOLT W/ 2' <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA,STRENGTH <br />EPDXY 6' <br />SEE ARCHITECTURALMIN. <br />EMBED. AT 32' OC <br />MAX. <br />IE-ENG GABLE TRUSSSECURE <br />GABLE TO 2xe <br />P.T. PLATE W/ 12d's 8' <br />STIFFBACK (AS PERO.C. <br />MAX <br />TRUSS ENG)CONT. <br />2x4 SECURED W/ <br />'a @ EACHTRUSS <br />TO BE INSTALLED <br />.. <br />19-0' O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />OUTER 1/3 ( <br />SPAN ONLY <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3/4'=1'-0' <br />PLATE <br />DEPTH 1/4`D <br />—HOLE EDGE >5/8' <br />—HOLE DIAMETER <br /><2/5'D SGL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 il2'=1'-0' <br />EDGE >5/8' <br />HOLE DIAMETER <br /><3/5'D DBL. STUD <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F7 AND F2 FORCES. <br />11 ALTERNATE MATERIALS _ <br />SCALE: 3/4'=1'-0' <br />TITEN 2 ANCHORS MIN. <br />2' COVER $ 2' APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4'=1'-0' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />L AA N: 0003325 <br />14� <br />i <br />% <br />C <br />SVSDIV. AC I.OT: <br />SILVERADO <br />LOT #37 <br />BLK #18 <br />PROJECT/ <br />04128.002-37181 <br />MODELc <br />4EBB <br />"1828-CALI" <br />GARAGE 811ING: <br />RIGHT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />