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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 137 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) 10d x 3 r NAILS TO GIRDER AND <br />(2) SIMPSON HETAt6 TRUSS ANCHORS <br />WITH (12)16d x 3 }" NAILS TO GIRDER <br />tx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W! (3)16d <br />GALV. COMMON NAILS. <br />ix2 SECURED W/ IGd <br />GALV. COMMON NAILS <br />12"O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON <br />"ROOF/WALUFLOOR HTSM20 W/1010d TO <br />SHEATHING <br />TRUSS AND (4)1/4" x 2 1/4" <br />FASTENER SCHEDULE" TITEN 2ANCHORS TO <br />COOT <br />CONT POURED LINTEL <br />NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) SIMPSON <br />6", 8" x 4•-U' 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/1010d 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 Q 24" Or, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = Ud 810 LBS, L:770 LSS (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 />TYPICAL TRUSS/ <br />1a 1b 1c GIRDER CONNECTOR(S) SO :314='� <br />(2) 2X4 No.2 SYP D81G. <br />2x4 BLOCKING BETWEEN <br />BRACE W! (3) 12d EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />XARACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-W O.C. (AT SHEATHING <br />U-0' TO 30'-U' (1) "X" BRACE1(2) <br />SEAMS) <br />30'-1' TO 60-0 (3) "X•' BRACESECURE <br />2x8 PT. PLATE <br />(i)'W BRACE 0 CENTERTO <br />BILK W/ 12' DIA. <br />(2) "r BRACE DIVIDED EQUALLYANCHOR <br />BOLT W/ 2" <br />FROM CENTER TO END.WASHER <br />SET IN HIGH <br />2x WOOD FASCIA,STRENGTH <br />EPDXY 6" <br />SEE ARCHITECTURALMIN. <br />EMBED. AT 32" OC <br />MAX. <br />tE-ENG GABLE TRUSSSECURE <br />GABLE TO bz8 <br />P.T. PLATE W! 12d•s 8" <br />STIFFBACK (AS PERO.C. <br />MAX <br />TRUSS ENG)CONT. <br />2x4 SECURED W/ <br />10d's @ EACH TRUSS <br />TO BE INSTALLED <br />MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS � � <br />NOTCH DEPTH 1/4"D <br />HOLE EDGE >5/8" <br />HOLE DIAMETER <br />vnl,�< 2/5"D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />EDGE >5/8" <br />DIAMETER <br />PLATE \\ I I I I `—<HOLE <br />DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />0 <br />scALE:11n"=r-o" <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, Ft, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fi AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3�4•=r-0" — <br />TITEN 2 ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 <br />i44i N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesignomp.com <br />AA #: 0003326 <br />F3 <br />4I <br />d <br />BMGM. ee IJOT <br />SILVERADO <br />LOT #15 <br />BLK #19 <br />PIMOJECT# <br />04128.002-15191 <br />MODEM, <br />4EBB <br />"1828-CALL" <br />GARAOE STIMc: <br />LEFT <br />PAGIM <br />DETAILS <br />150 MPH EXP. B <br />DATZT". 07/27/20 <br />8CALE: 1/4"=1'-0" <br />6HEET <br />S3.1A <br />