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A41) SIMPSON HETA16 TRUSS ANCHOR WITH- <br />(9) 10d x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />UFT SIMPSON <br />B-(2)SIMPSON HETA16 TRUSS ANCHOR WITH 'ROOF/WALL/FLOOR <br />HTSM20 0 <br />TRUSS AND (4) V4' x 2 1/4' <br />SHEATHING <br />16d x 1 NAILS TO TRUSS FASTENER SCHEDULE' <br />TITEN 2 ANCHORS TO <br />DB L STRAP,, 1 EACH SIDE WRAPS UP AND <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP 622'x 4', <br />- <br />(16)10dx3}'NAILS TOGIRDER AND 6', 8'x V-O'MAYBE ADDED <br />H19000PLIFT(2)EDONSIMPSON <br />ON <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' <br />OPPOSITE <br />OPPOSITE FACES OF <br />E FACES O <br />WITH (12) 16d x 3 J' NAILS TO GIRDER O/C TO FACILITATE ONE <br />BLOCK WALL W/10 10d TO <br />ADDITIONAL PLY MAX. TO <br />TRUSS AND (4) 1/4' x 2 1/4' <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1x2 SECURED W/ 10d TRUSSES 0 24. O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12.0/C FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM o <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LEIS (i PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />la i b 1 c TYPICAL TRUSS/ <br />�=s= D <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d ® EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0- O.C. (AT SHEATHING <br />V-0' TO 3U-0- (1) -X- BRACE <br />SEAMS) <br />3V-1' TO 60'-0 (3)'X' BRACE <br />SECURE 2x8 PT. PLATE <br />(1)'X' BRACE 0 CENTER <br />TO SLK W/ 1/2' DIA. <br />(2)'X' BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2' <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32' OC <br />MAX. <br />IE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8' <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />(2) 1 Oft 0 EACH TRUSS <br />TO BE INSTALLED 0 <br />10'-0' O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />OUTER W( <br />SPAN ONLY <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:3w-T-0' <br />NOTCH DEPTH 1/4'D <br />HOLE EDGE >5/8' <br />�<OLE DIAMETER <br />?,4/, <br />2/5'D SGL. STUD <br />PLATE <br />STUD NOTCHING <br />G <br />)���� <br />EDGE >518' <br />HOLE DIAMETER <br />< 3/5'D DBL. STUD <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <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 />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 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 SIMPSON HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4'.1'-0' <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />2' COVER & 2' APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4'x1'-0' <br />144i N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774$078 <br />FAX: 407-7744078 <br />www.abdasigngroup.com <br />AA M: 0003325 J <br />g <br />C <br />t <br />a <br />iA <br />G <br />I <br />"kill <br />[stmwv. a6 LOT <br />SILVERADO <br />LOT #32 <br />BLK #18 <br />pnoi CT* <br />04128.002-32181 <br />MODRIA <br />4EBB <br />"1828-CALL" <br />GARAGE ETWIMO: <br />RIGHT <br />PAGR: <br />DETAILS <br />150 MPH EXP. B <br />a <br />1 ecALE: 1/4"=1'-0" 1 <br />S3.1A <br />