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PLYWOOD SHEATHING, SEE <br /># 1175 UPLIFT USP <br />"ROOFNVALL/FLOOR <br />HTWM20 <br />SHEATHING <br />TRUSS ANDD (4)1/4 x x 2 1/4" <br />FASTENER SCHEDULE" <br />CON <br />TAPCONS TO CONT <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />POURED LINTEL <br />10d x 1 1/2" TO TRUSS. FL#17680 <br />842) USP HTA16 TRUSS ANCHOR WITH (9) <br /># 1900 UPLIFT (2) USP <br />10d x 1 12" TO TRUSS EA STRAP. FL#17680 <br />HTWM20 INSTALLED ON <br />PRE-ENG TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OPPOSITE FACES OF <br />OVER TRUSS (NOT SHOWN) <br />BLOCK WALL W/10 10d TO <br />TRUSS 2 1/4" <br />ix2, 2x WOOD FASCIA <br />TAPCONS DO CONT <br />CONTINUOUS BOND BEAM <br />CONTINUOUS <br />SEE ARCHITECTURAL <br />POURED LINTEL <br />2x SECURED Wl (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />tz2 SECURED W/ 10d TRUSSES C 2, OIC, <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:1310LSS (2 STRAPS) <br />TAP CONS MIN. 2" <br />COVER 2- APART <br />REPAIR OF MULTIPLE <br />TRUSS/ <br />SSTYPICAL <br />° 4"=' <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(§) <br />3 <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />O PRE-ENGD 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 G EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) N-0" O.C. (AT SHEATHING <br />FOR STRAPPING <br />0'-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />Q <br />VERIFY <br />30-1"TO 60'-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/ 112" DIA. <br />W/ 1/2" DIA, ANCHOR BOLT W/ 2" <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />FROM CENTER TO END. WASHER SET IN HIGH <br />STRENGTH EPDXY 6" MIN. <br />2x WOOD FASCIA, STRENGTH EPDXY 8" <br />EMBED. AT 32" OC MAX. <br />SECURE GABLE TO 8 P.T. <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <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/ 12d's 8" <br />CONC. POURED <br />STIFFBACK (AS PER O.C. MAX <br />LINTEL COURSE <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2) 1Dd. s @ EACH TRUSS <br />TO BE INSTALLED @ <br />10'-0" O,C. MAX. <br />CONT. 2x4 SECURED W/ (2)10d's EACH <br />TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAMREQ. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />@ CMU WALL <br />SCALE: 3/4"=V-0" <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3/4"=V-W <br />NOTCH DEPTH 1/4`D <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 ONLYOF <br />HOLE EDGE >5/8"1. <br />METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />_A) <br />AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl 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 USP RTi6A (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 />PLATE< 3/5'D DBL. STUD <br />SUBJECT TO F1 AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS <br />SCALE:112"=1'-0" <br />1 ALTERNATE MATERIALS <br />1 SCALE: 3/4„=V-0�� <br />1441 N. RONALD REAGAN BLV <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />L AA #: 0003325 <br />a <br />xL�(,j <br />�qs1 <br />G <br />6 <br />C <br />Q <br />sLTBDIv. a Zo <br />SILVERADO <br />LOT #12 <br />BLK #18 <br />PROJECT* <br />04128.002-12181 <br />MODEL: <br />4EWB <br />"1499-FREEPOV' <br />GARAGE 8NIIRG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />D TE 10/0911, <br />BCP.XX: 1/4"=1'-0" <br />> *M= <br />S3.1A <br />