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PLYWOOD SHEATHING, SEE <br /># UPLIFT USP <br />"ROOFANALUFLOOR <br />HTWM20 W/1010d TO <br />WM <br />SHEATHING <br />TRUSS AND (4)1M" x 2114" <br />FASTENER SCHEDULE" <br />TAPCONS TO CONT <br />A{1)USP HTA16 TRUSS ANCHOR WITH (9) <br />POURED LINTEL <br />10d x 1 12" TO TRUSS. FL#17680 <br />B{2) USP HTA16 TRUSS ANCHOR WITH (9) <br /># 1900 UPLIFT (2) USP <br />10d x 1 10 TO TRUSS EA STRAP. FL#17680 <br />HTWM20 INSTALLED ON PRE-ENG TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OPPOSITE FACES OF <br />OVER TRUSS (NOT SHOWN) <br />BLOCK WALL W110 lDd TO <br />2 1!4" <br />1x2, 2x WOOD FASCIA <br />TAPU ONSS S TO OONT11,Vx <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />POURED LINTEL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS, ENGINEERED WOOD <br />tx2 SECURED W/ 10d TRUSSES 0 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12' O/C FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND SEAM <br />SEESCHEOULE <br />A ALLOWABLE UPLIFT = U:1870 LBS, 1:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) <br />TAP CONS MIN. 7' <br />COVER 2' APART <br />REPAIR OF MULTIPLE <br />�PICAL TRUSS/ <br />SSZIR—D—ERCONNECTOR(�-� <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />� <br />3 SCALE —'=1'-a' <br />(2) 2X4 No.2 SYP 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12TRUSSES WHERE <br />TRUSS (DIAG. BX-BRACING IS PRESENT AT <br />COVER 5 TRUSS4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1)'W- BRACESEAMS) <br />30'-1" TO 60'-0 (3) -X. BRACESECURE 2x8 P1. PLATE <br />(1) "X" BRACE 0 CENTERTO SILK W/ 1/Y' DIA. <br />(2)'X" BRACE DIVIDED EQUALLYANCHOR BOLT W/ 7' <br />FROM CENTER TO END.WASHER SET IN HIGH <br />2x WOOD FASCIASTRENGTH EPDXY 6" <br />tTO <br />SEE ARCHITECTURALMIN. EMBED, AT 37OC <br />MAX. <br />PRE-ENG GABLE TRUSSSECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's S" <br />STIFFBACK (AS PERO.C. MAX <br />TRUSS ENG)CONT. 2x4 SECURED W/ <br />(2)10d's G EACH TRUSS <br />11 INSTALLED10'-0" <br />O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />7 BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE:34..=1-0„ <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH I/4•D <br />HOLE EDGE>Se' <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br /><2/5•D SGL STUD <br />OUTER 1/'3 OF <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY <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 />OLE EDGE >5/8" <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 RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />01 <br />SUBJECT TO F1 AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE <3/5'D D.L. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />SAND BORING LIMITS <br />O SCALE: 1 1/2'=1'-0" <br />SCAE:3/4"=1'(Y' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-8078 <br />FAX 407-7744078 <br />www,abdesigngroup•com <br />AA #'. 0003325 <br />14 <br />i <br />gq <br />O <br />may.. <br />14 <br />3 <br />if# <br />us <br />0 <br />BU13MV. & LOT: <br />SILVERADO <br />LOT 49 <br />BLK 6 <br />PROJECT#/ <br />04128.002-49061 <br />MODEL <br />4EAB <br />"1672- ARIA" <br />GARAGE 87RNO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />2 <br />—011 <br />DwOl/18/19 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1A <br />