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A{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />PLYWOOD SHEATHING, SEE <br />SIMPSON <br /># `1100 UPLIFTN <br />(9) 10d x 1 I' NAILS TO TRUSS <br />0 <br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING <br />SHEATHING <br />x21!4" <br />TRUSS ANDTITEN <br />(12)16d x,}'NAILS TO TRUSS FASTENER SCHEDULE" <br />2 H ANCHORS <br />DBL 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 Z' x 4", <br /># 1900 UPLIFT (2) <br />(16) 10d x 3 }" NAILS TO GIRDER AND 6'. W x 4'-U' MAY BE ADDED <br />EDONSIMPSON <br />INSTALLED ON PRE-ENG TRUSS <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />OPPOSITE <br />OPPOSITE FACES OF <br />WITH (12)16d x 3 }'NAILS TO GIRDER O!C TO FACILITATE ONE <br />BLOCK WALL Wl1010d TO <br />ADDITIONAL PLY MAX. TO <br />TRUSS AND (4) 14" 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 />a SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1,2SECURED 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 LBS, L770 LBS (1 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) <br />Z' COVER 8 Z' APART <br />C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />SQALE:ara-''o' <br />La 1" I`" <br />3 <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ 13) 12d a EA TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />9-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />30'-1" TO 60-0 (3)'7C BRACE SECURE Z18 PT. PLATE <br />(1) "X" BRACE 0 CENTER TO BLK W/ 12' DIA. <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/Z' <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 />RE-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. Z14 SECURED W/ <br />(2)10d's 0 EACH TRUSS <br />TO BE INSTALLED 0 <br />O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:34"=1'-0' <br />NOTCH DEPTH 114*0 <br />HOLE <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />DIAMETER <br />HOLE DIAMETER <br /><2/5'D SGL STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER 113 <br />FOLLOWING <br />SPAN ONLY <br />ONLY <br />HOLE EDGE >5B" <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />, <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 />011 <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, Ft, AND F2 <br />BTM. HOLE DIAMETER <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE < 3/5•D DBL. STUD <br />SUBJECT TO F1 AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS LIMITS <br />8 SCALE: 1 12'=1'-0" <br />1 ALTERNATE MATERIALS <br />L.,/-� <br />SCALE: 3/4"=1'4" <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX- 407-7744078 <br />l wwwabdesigngroupcom <br />AA #-. 0003326 <br />^ <br />N <br />a <br />q <br />StMDIV. AC LOT. <br />SILVERADO <br />LOT 7 <br />BLK 19 <br />PROJMTO <br />04128.002 07191 <br />MODIM <br />4EBB <br />"1828-CALI" <br />GARAGE SwMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />