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A-(1) SIMPSON HETAi6 TRUSS ANCHOR WITH <br />(9)10d x 1 }" NAILS TO TRUSS <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 77^ NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C{l) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)1 Sd x 3 }'NAILS TO GIRDER <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) t6d <br />GALV. COMMON NAILS. <br />1X2 SECURED W/ 10d <br />GALV. COMMON NAILS / <br />12"OIC <br />'MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br /># 1100 UPLIFT SIMPSON <br />"ROOFIWALL/FLOOR <br />HTSM20 <br />SHEATHING AND <br />TRUSS AND (4)1/"x 2 1/4" <br />FASTENER SCHEDULE" <br />TITEN 2 ANCHORS <br />x <br />TO <br />CONT POURED LINTEL <br />NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) SIMPSON <br />6", 8" x 4'-0" MAY BE ADDED <br />HINSTALLED ON PRE-ENG TRUSS <br />W/ 10d NAILS, 2 ROWS, 3" OPPOSITE <br />TE FACES OF <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO BLOCK WALL )1/4 10d TO <br />TRUSS AND H RS x 2 il4" <br />ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />ANCHOR REQUIREMENTS. <br />CONT POURED LINTEL <br />ENGINEERED WOOD <br />TRUSSES Q 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U2365 LBS, L:1430 LEIS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />S <br />1B 1C TYPICAL TRUSS/ <br />SS <br />GIRDER CONNECTOR(S) <br />DEPTH 1WD <br />—HOLE EDGE >5/8" <br />—HOLE DIAMETER <br />< 2/5'D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />STUD NOTCHING <br />G) OR LIMITS <br />SCALE: 1 1l2"=1'-0" <br />EDGE >518" <br />HOLE DIAMETER <br />< 3/5'D DBL. STUD <br />6'-0" MAX (W/1X4) <br />2 10'-0" MAX (W/2X4) <br />TITEN 2 ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE:-'=1'-0" <br />ix4 DIAGONAL <br />BTM. CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />1x4 BTM. CHORD BRACING 6'-0" O/C ---END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3l4"=1'-0� <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3) 12d @ EA. <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0" (1) -X" BRACE <br />30-1" TO 60'-0 (3)'X" BRACE <br />(1) "X" BRACE 0 CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS—� <br />STIFFBACK (AS PER <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'4" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x8 PT. PLATE <br />TO BLK W/ 12" DIA. <br />ANCHOR BOLT W/ 7' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" <br />MIN, EMBED. AT 32" OC <br />MAX. <br />SECURE GABLE TO 2x8 <br />P.T. PLATE WI 12d's 8" <br />O.C. MAX <br />CONT. 2X4 SECURED W/ <br />(2)1 Dd's @ EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX, <br />BLOCK WALL W/ GABLE END <br />` PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" <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 (Fl 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 />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fl AND F2 FORCES. <br />811 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0" <br />1"I N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA S: 0003325 A <br />4 <br />4A <br />0 <br />0 <br />00 <br />evsDly ae LOT: <br />ABBOTT PARK <br />LOT ##13 <br />BLK. ##10 <br />PROJECT <br />04181.00 -13101 <br />MODEIt <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE EWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />