Laserfiche WebLink
PLYWOOD SHEATHING, SEE <br /># 1175 UPLIFT USP <br />"ROOF/WALL/FLOOR <br />HTWM20 W/1010d TO <br />SHEATHING <br />TRUSS AND (4) 1/4" x 2 1/4" <br />FASTENER SCHEDULE" <br />TAPCONS TO CONT <br />POURED LINTEL <br />A41)USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 12" TO TRUSS. FL#17680 <br /># 1900 UPLIFT (2) USP <br />8{2) USP HTA16 TRUSS ANCHOR WITH (9) <br />HTWM20 INSTALLED ON PRE-ENG TRUSS <br />10d x 1 1/Y' TO TRUSS EA STRAP. FL#17680 <br />OPPOSITE FACES OF <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />BLOCK WALL W/10 10d TO <br />OVER TRUSS (NOT SHOWN) <br />TRUSS AND (4) ,/4" z 2 1/4" <br />TAPCONS TO COM CONTINUOUS BOND BEAM <br />lx2, 2x WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1x2 SECURED W/ 10d TRUSSES @ 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 />TAP CONS MIN. 7' <br />B ALLOWABLE UPLIFT = U:2430 LBS, L.1310LBS (2 STRAPS) <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />ICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3-'=1'0" <br />S8_GDlZ_D_ER <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'fi" O.C. (AT SHEATHING <br />O'-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2.8 PT. PLATE <br />(1) "X" BRACE @ CENTER TO BLK W/ 12" 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 37' OC <br />MAX. <br />PRE-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. 2.4 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 />BLOCK WALL W/ GABLE END <br />7 <br />PRE-ENG'D TRUSS <br />NOTCH DEPTH 114-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 />NLY <br />SPAN ONLYHOLE <br />EDGE >SU' <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 />71/EQUIVALENT <br />OR GREATER UPLIFT AND LATERAL (F, 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 />oll <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />AUSPRT16A(FL#17236)ORLUGT2(FL#17240), ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, <br />HOLE DIAMETER <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />P<3/5'D DBL. STUD <br />SUBJECT TO F1 AND F2 FORCES. <br />STUD NOTCHING <br />%1 AND BORING LIMITS <br />O <br />ALTERNATE MATERIALS - <br />11 <br />SCALE <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .abdesigngroup.00m <br />L AA #: 0003325 <br />W <br />y <br />�i <br />d <br />y. <br />O <br />y <br />4 <br />L61 <br />I <br />I <br />SUDDIV. & LOT: <br />SILVERADO <br />LOT 7 <br />BLK 11 <br />PItOJECT# <br />04128.000-07111 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DATE <br />10/11/1B <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s3.1A <br />