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A-(i)USP HTA16 TRUSS ANCHOR WITH (0) <br />SHE <br />pLVW000 SHEATHING, SEE <br />10d x 1 1/2" TO TRUSS. FL#17680 PLYWO"ROOFOD <br /># 1175 UPLIFT USP <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (8) OOR <br />HTWM20 W/1010d TO <br />10d x 1 I/2" TO TRUSS EA STRAP. FL#17680 SHEATHING <br />TRUSS AND (4)1/4" x 2 1/4" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" <br />TAPCONS TO CONT <br />OVER TRUSS (NOT SHOWN) <br />POURED LINTEL <br />NOTE: A PT SYP #2 2" x 4", <br /># 1800 UPLIFT (2) USP <br />8", 8" x 4'4" MAY BE ADDED <br />HTWM20 INSTALLED ON <br />PRE-ENG TRUSS <br />W/ 10d NAILS, 2 ROWS, 3" <br />OPPOSITE FACES OF <br />O/C TO FACILITATE ONE <br />BLOCK WALL W/10 10d TO <br />ADDITIONAL PLY MAX. TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />TAPCONS TO CONT <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />POURED LINTEL <br />2z SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1x2 SECURED W/ 10d TRUSSES G 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12" O/C FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) <br />TITEN 2 ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR <br />OF MULTIPLE <br />TYPICAL TRUSS/ <br />1a 1b _ <br />` '- <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTORS) <br />3 <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS N-0" O.C. (AT <br />O P RE-ENG'D WOOD <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />O <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d 0 EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />2X4 DIAGONAL BTM. CHORD <br />COVER 5 TRUSSES) 4'4Y O.C. (AT SHEATHING <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />SEAMS) <br />LOCATION <br />VERIFY <br />0'-0" TO 30'-0" (1)'7(" BRACE <br />30'-1" TO 69-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />SECURE 2x6 PT. PLATE TO BLK <br />W/TRUSS PLAN <br />(1) "X.' BRACE @ CENTER TO BLK W/ DIA. <br />W/ CIA, ANCHOR BOLT W/ 2" <br />(2) "X" BRACE DIVIDED EQUALLY BOLT <br />ANCHOR BOLT W/IG <br />WASHER <br />FROM CENTER TO END. WASHER SET IN HIGH <br />STRENGTH EPDXY 6HMIN. <br />STRENGTH EPDXY 6" <br />EMBED. AT 32" OC MAX. <br />2x WOOD FASCIA, <br />MIN. EMBED. AT 32" OC <br />SECURE GABLE TO 2x8 P.T. <br />SEE ARCHITECTURAL <br />MAX <br />PLATE W/ 12d's 8" O.C. MAX <br />RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12ds 8" <br />CONC. POURED <br />STIFFSACK (AS PER O.C. MAX <br />LINTEL COURSE <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2)1Odle Q EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />CONT. 2x4 SECURED W/ (2)10d's Q EACH <br />TRUSS TO BE INSTALLED 010'-0- O.C. MAX. <br />SEE SCHEDULE FOR--�v <br />BOND BEAM RED. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />`r <br />SCALE: 3/4"=1'-O" <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:34"=1'-0" <br />NOTCH DEPTH 114•D <br />10 <br />HOLE EDGE <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />METER <br />L STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER 1/3 <br />FOLLOWING <br />SPAN ONLY°F <br />OLE EDGE >5/8" <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />_A) <br />AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />ED WALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES <br />ASTHE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />01 <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, <br />BTM.HOLE DIAMETER <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLAT< 3/5•D DBL. STUD <br />SUBJECT TO F1 AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS <br />0 scALE:1 vz'=r-0 <br />S�j�E MATERIALS <br />E: 3/4'=V-O" <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD,FL32750 <br />PH:407-774.6078 <br />FAX: 407-774-4078 <br />wwwAbdosigngroup.com <br />AA #: 0003326 <br />i <br />Isms <br />If <br />BZMDIV. as LrOT <br />ABBOTT PARK <br />LOT #43 <br />BLK #9 <br />[PROJECT# <br />04181.000— 3091 <br />MODRIZA <br />"1499—FREEPORT" <br />GARAGE MWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />9CALS: 1/4"=V-0" 1 <br />S3.1A <br />