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A{1) SIMPSON HETA16 TRUSS ANCHOR WITH— <br />(9) 10d x 1 j' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />UPLIFTSIIMMPSSON <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR <br />HTSM20 0 TO <br />TRUSS AND (4),M" x 2 1/4" <br />SHEATHING <br />(12)16d x 1 7 NAILS TO TRUSS FASTENER SCHEDULE" <br />TITEN 2 ANCHORS TO <br />DSL 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: A PT SYP #2 2' x 4", <br /># 1900 UPLIFT (2) SIMPSON <br />(16) 10d x 3 }" NAILS TO GIRDER AND 6', 6' x 4'-0" MAY BE ADDED <br />ON PRE-ENG TRUSS <br />r' (2) SIMPSON HETAt6 TRUSS ANCHORS NAILS. <br />OPPOSITE FACESOF <br />WITH (12)16d x 3 �' NAILS TO GIRDER O/C O ONE <br />BLOCK WALL W/1010d 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 CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />CONT POURED LINTEL <br />21 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' O/C FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LOS, LT70 LBS (1 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U.2365 LBS, L 1430 LBS (2 OR 3 PLY) <br />2' COVER & 2' APART <br />C ALLOWABLE UPLIFT = U2705 LBS (2 PLY) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS! <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1 a 1 b 1 c BQ : 3 4"=1'-0' <br />3 <br />GIRDER CONNECTORS) <br />(2) 2X4 No.2 SYP DIAG. 214 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'-7. O.C. (AT SHEATHING <br />0'-0•' TO 30'-0" (1) "X" BRACE SEAMS) <br />30'-1" TO 601-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />0) "X" BRACE 0 CENTER TO BLK W/ 1/1" DIA <br />(2) "X" BRACE DIVIDEO EQUALLY ANCHOR BOLT W/ 2' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />SEEARCHITECTURAL MIN. EMBED. AT 32'OC <br />MAX. <br />RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 6' <br />—STIFFSACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2)10d's Q 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 />` <br />PRE-ENG'D TRUSS Bc"LE:3/"=''° <br />NOTCH DEPTH 1/4'13 <br />ID <br />HOLE EDGE <br />HOLE DIAMETER <br />DIAMETERTER <br />THE USE OF ALTERNATE MATERIALS MAY BE <br /><2/5"D SGL STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER L OF <br />FOLLOWING <br />SPAN ONLY <br />HOLE EDGE -5B" <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />_ <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 H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />BTM. HOLE DIAMETER <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE < 3/5'13 OBL. STUD <br />SUBJECT TO F1 AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS LIMITS <br />8 SCALE: 1 1n•=r-0" <br />11 ALTERNATE MATERIALS <br />SCALE: <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />b <br />gsoa <br />'LLIL <br />O <br />Q <br />9 <br />sVHDIV de I.oT: <br />SILVERADO <br />LOT 22 <br />BLK 18 <br />PROJECT# <br />04128.002 22181 <br />M OIDIZU <br />4EBB <br />"1828—CALI" <br />GARAGE SIFMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />