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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 J" NAILS TO TRUSS <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12)16d x 1 J' 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 }" 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 />lx2 SECURED W/ 10d <br />GALV, COMMON NAILS <br />12" O!C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br /># 1100 UPLIFT SIMPSON <br />"ROOF/WALUFLOOR <br />HTSM20 Wl1010d TO <br />SHEATHING <br />TRUSS AND (4)1/4" x 2 1/4" <br />FASTENER SCHEDULE" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />NOTE: A PT SYP 92 2" x 4", <br /># 1900 UPLIFT (2) SIMPSON <br />8", 8" x 4'-0" MAY BE ADDED <br />HTSM20 INSTALLED ON PRE TRUSS <br />W/ 10d NAILS, 2 ROWS, 3" <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />i"I N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />PH:407- 74,407 <br />ACCOMMODATE TRUSS <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />ANCHOR REQUIREMENTS. <br />CONT POURED LINTEL <br />wwwabdosigngroup.com <br />AA •: 0003325 <br />ENGINEERED WOOD <br />TRUSSES @ 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = UA810 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 />TYPICAL TRUSS/ <br />Q!1a 1b 1c <br />GIRDER CONNECTOR(S) 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 />COVERS TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />V-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 BLK W/ 1@" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2" <br />^ <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 />RE-ENG GABLE TRUSS <br />SECURE GABLE TO 2xS <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (ASPER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />(2) 10d's @ EACH TRUSS <br />TO BE INSTALLED @ <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />7 BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:34"=1'-0" <br />OUTER'1/3 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />DEPTH 1/4"D <br />—HOLE EDGE >518" <br />—HOLE DIAMETER <br />< 215"0 SGL. STUD <br />HOLE EDGE >518" <br />011 <br />OLE DIAMETER <br />< 3/5'D DBL, STUD <br />STUD NOTCHING <br />%1 AND BORING LIMITS <br />0 <br />SCALE: 1 1!2"=1'-0" <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, F1, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />��ALTERNATE MATERIALS <br />SCALE: 3/4"=V-0" <br />TITEN 2 ANCHORS MIN. <br />2" COVER S 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=V-0" <br />�11 <br />_x <br />p3 <br />7 <br />R <br />� <br />6 <br />a <br />atMIDIV. ae LOT <br />SILVERADO <br />LOT #42 <br />BLK #18 <br />PROJECT# <br />04128.002-42181 <br />MODEL: <br />4EBB <br />"1828—CALM" <br />GARAGE aWINO: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />Dp � 07/27/20 <br />aCALE: 1/4"=1'-0" <br />aiIEET <br />s3.1A <br />