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A-MUSP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 1/2" TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE <br /># 1175 UPLIFT USP <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) "ROOF/WALL/FLOOR <br />HTWM20 W/1010d TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 SHEATHING <br />TAPCONS TO CONT <br />DBL STRAP,1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" <br />POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />NOTE: A PT SYP #2 2" x 4", <br /># 1900 UPLIFT (2) USP <br />6", B" x 4'-0" MAY BE ADDED <br />HTWM20 INSTALLED ON PRE-ENG TRUSS <br />WI 10d NAILS, 2 ROWS, 3" <br />OPPOSITE FACES OF <br />O/C TO FACILITATE ONE <br />BLOCK WALL W110 10d TO <br />ADDITIONAL PLY MAX. TO <br />TRUSS AND (4) i/4" x 2 1/4" <br />CONT CONTINUOUS BOND BEAM <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />POUREDTAPCON <br />IN <br />POURED LINTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1x2 SECURED WI 10d TRUSSES @ 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12' 01C FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = UA870 LBS, L:710LBS (1 STRAP) <br />TITEN 2 ANCHORS MIN, <br />B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) <br />2 COVER & 2" APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED. EMBEDDED TRUSS ANCHOR <br />1a 1bGIRDER <br />3 <br />CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d ® EA. TRUSSES WHERE <br />TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />V-0" TO 30'-0" (1)'-X' BRACE SEAMS) <br />30'-I"TO 60'-0 (3) -W BRACE SECURE 2x8 PT. PLATE <br />(i) "X" BRACE 0 CENTER TO BLK W/,/2" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />MAX. <br />RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(z) 10d's Q EACH TRUSS <br />TO BE INSTALLED <br />19-9' O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SDALE:34"=,'-0" <br />NOTCH DEPTH 1/4"D <br />oLEEDGE >5I8° <br />HOLE DIAMETER <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />�2/5"D SGL. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER 1/3 <br />FOLLOWING <br />FOLLOWING <br />SPAN ONLY <br />HOLE EDGE >618" <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />_ <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 />01.1 <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, Fl, <br />BTM. HOLE DIAMETER <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE - 3/5"D DBL. STUD <br />SUBJECT TO Fl AND F2 FORCES, <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE:, 112"=,-0" <br />ALTERNATE MATERIALS <br />11 <br />SCALE: 3/4"=V-0" <br />1 N. RONALD REAGAN SL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774.4078 <br />www.abdosigngrouP•oom <br />AA #: 0003325 <br />1 <br />K <br />p� <br />i <br />t <br />b <br />4 <br />0 <br />r� <br />eUDDty ae LOT: <br />SILVERADO <br />LOT #7 <br />BLK #18 <br />PROJL'QT* <br />04128.002-07181 <br />MODsIA <br />4EBB <br />"1828—CALL" <br />GARAGE 6WIA70: <br />LEFT <br />PAOL': <br />DETAILS <br />150 MPH EXP. B <br />D � 12/03/19 <br />SCALE: 1/4"=1'-0" <br />MIZET <br />S3.1A <br />