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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1Od x 1 }" NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 }'NAILS TO TRUSS <br />DBL STRAP, i 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 }" NAILS TO GIRDER <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ iOd <br />GALV. COMMON NAILS <br />12"O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON <br />"ROOF/WALLIFLOOR HTSM20 W/101od 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 #2 2" x 4", # 1900 UPLIFT (2) SIMPSON <br />6", S' x 4'-0" MAY BE ADDED HTSM20 INSTALLED ON PRE-ENG TRUSS <br />W/ 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF <br />OIC TO FACILITATE ONE BLOCK WALL W/10 IOd TO <br />ADDITIONAL PLY MAX. TO TRUSS AND (4)1I4" 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 Q 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 />13 1 b -- TYPICAL TRUSS/ CAL : 4"=1'-0" <br />GIRDER CONNECTOR(§) <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d @ EA. <br />TRUSSES WHERE <br />TRUSS AG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />N-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X" BRACE <br />SEAMS) <br />30'-1"TO 60'-0 (3)'X" BRACE <br />SECURE 2x8 PT. PLATE <br />(1) "X" BRACE @ CENTER <br />TO BILK W/ 1/2" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2" <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL <br />MIN, EMBED. AT 32" OC <br />MAX. <br />tE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />(2) 10d's @ EACH TRUSS <br />TO BE INSTALLED <br />_ <br />10'-0" O.C. MAX, <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE:34"=1'-0" <br />DEPTH 114*0 <br />—HOLE EDGE >518" <br />—HOLE DIAMETER <br />< 2/5'D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />STM.- <br />PLATE <br />STUD NOTCHING <br />/01 AND BORING LIMITS <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 (Ft 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, F1, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fl AND F2 FORCES, <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=l'-O" <br />�-- TITEN 2 ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0" <br />1441 IN RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003326 <br />O <br />Z <br />F <br />rJ <br />C <br />1 <br />b <br />SUDDIV. AC LAT: <br />SILVERADO <br />LOT #51 <br />BLK #18 <br />PROJECT* <br />04128.002-51181 <br />MODZLa <br />4EBB <br />"1828-CALI" <br />GARAGE 91MCO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />. .c• •iz 7Tj <br />• '- K v <br />F—PRDFTDA 07/27/20 <br />BCAL.Z: 1/4"= V-0" <br />SHEET <br />S3.1A <br />