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PLYWOOD SHEATHING, SEE <br /># 1175 UPLIFT USP <br />•'ROOF/WALLIFLOOR <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 />A-(1)USP HTA16 TRUSS ANCHOR W TH (9) <br />10d x 1 12•' TO TRUSS. FL#17680 <br /># 1900 UPUFT (2) USP <br />8-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />HTWM20 INSTALLED ON PRE-ENG TRUSS <br />1 Od x 1 12" TO TRUSS EA STRAP. FL#17680 <br />OPPOSITE FACES OF <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />BLOCK WALL W11010d TO <br />OVER TRUSS (NOT SHOWN) <br />TRUSS AND (4) 1 /4" x 2 1/4•' <br />TAPCONS TO CONT CONTINUOUS BOND BEAM <br />1x2, 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 DRAWNGS <br />12, O/C FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U'. 1870 LBS, L710LBS (1 STRAP) <br />TAP CONS MIN. z• <br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />�� MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b SQALE 3/4••="°' <br />GIRDER CONNECTOR(S) <br />1212X4 No.2 SYP DIAL 2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d @ EA TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO -BRACING IS PRESENTAT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />0•-0•• TO 30•4• (1)'•X' BRACE SEAMS) <br />30•-1•' TO 60'-0 (3) "W' BRACE SECURE 2x8 PT. PLATE <br />(1)'.)C BRACE @ CENTER TO BLK W/ 12" CIA <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 />PRE-ENG GABLE TRUSS SECURE GABLE TO 218 <br />P.T. PLATE W 12d's T <br />STIFFBACK (ASPER O.C_MAX <br />TRUSS ENG) CONT. 20 SECURED W/ <br />(2) 1Od's @ EACH TRUSS <br />TO BE INSTALLED <br />10'-0'* O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM RED - <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3/4'= -tl' <br />NOTCH DEPTH 1/4-D <br />HOLE <br />IAEDGE <br />TER <br />DIAMETER <br />THE USE OF ALTERNATE MATERIALS MAY BE <br /><�1-D OL STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER 113 <br />FOLLOWING <br />SPAN ONLY <br />HOLE EDGE -5/9' <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />_ <br />A) AN ALTERNATE STRAP MAY BE USED SO LONGAS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 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 TOWING 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, Fi, <br />BTM. HOLE DIAMETER <br />AND F2 FORCES ALL AT THE SAME TIME FLOOR TRUSSES NOT EXPOSED TO VIAND ARE <br />PLATE��J4 < 3/5'D DBL STUD <br />SUBJECT TO Fi AND 12 FORCES. <br />STUD NOTCHING <br />/-1 AND BORING LIMITS <br />0 <br />ALTERNATE MATERIALS <br />SCALE: 1 1/Z'=1'-0' <br />11 <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.a bdesigngw up.com <br />AA #: 0003325 <br />F <br />w <br />h <br />4 <br />W <br />0 <br />F <br />w <br />a <br />F <br />ti <br />SLJHDIV. Z LOT: <br />SILVERADO <br />LOT #48 <br />BLK #6 <br />PROJECT# <br />04128.002-48061 <br />MODEL <br />4EBB <br />"1828—CALI" <br />OARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. H <br />ROLAND A ABOVWACRA <br />L AR NO 93723 <br />DRnqT <br />AM Ol/18/19 <br />SCALE: 1/4"=1'-0" <br />x SEET <br />S3.1A <br />