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PLYWOOD SHEATHING, SEE <br />175U <br />LIFSP <br /># WM 0 W/1 10d TO <br />"ROOF/WALL/FLOOR <br />TRUSS A D (4)114 x 2 1/4" <br />ANDO <br />SHEATHING <br />TAPCONTRUSS <br />ON <br />TO CON! <br />FASTENER SCHEDULE' <br />POURED <br />POURED LINTEL <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 IQ" TO TRUSS. FL#17680 <br /># 1900 UPLIFT (2) USP <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />HTWM20 INSTALLED ON PRE-ENG TRUSS <br />10d x 1 112" TO TRUSS EA STRAP. FL#17680 <br />OPPOSITE FACES OF <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />BLOCK ALL W110 10d TO <br />OVER TRUSS (NOT SHOWN) <br />TRUSS AND (4) 1/4" x 2 1/4" <br />TAPCONS TO CONT CONTINUOUS BOND BEAM <br />1 x2, 2x WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />2x SECURED W/(3) 16d <br />GALV. COMMON NAILS. <br />ENGINEERED WOOD <br />tx2 SECURED WN 10d <br />TRUSSES Q Zr O/C, <br />GALV. COMMON NAILS <br />SUBMIT SHOP DRAWINGS <br />IT O/C <br />FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1870 LSS, L710LBS (1 STRAP) <br />8 ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) <br />1a 1b TYPICAL TRUSS/ <br />GIRDER CONNECT0R(S) SCALE:34'=1-a' <br />OUTER 113 OF <br />SPAN ONLY <br />NOTCH DEPTH 114-D <br />O <br />HOLE EDGE >5/8" <br />HOLE DIAMETER <br />2/5'D SGL. STUD <br />BTM. — <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />EDGE>59' <br />HOLE DIAMETER <br />< 3/5-0 OBL. STUD <br />TAP CONS MIN. T <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE. 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. <br />2X4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d Q 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 />SEAMS) <br />0•-0- TO 30'-0" (1)"X' BRACE <br />30'-1- TO 60'-0 (3) "X• BRACE <br />SECURE 2x8 PT. PLATE <br />(1) "X" BRACE @ CENTER <br />TO SLK W/ 12" DIA <br />6•-0" MAX <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/T <br />SEE PLAN <br />FROM CENTER TO END, <br />WASHER SET IN HK#i <br />FOR LOCATION <br />2. WOOD FASCIA <br />STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32'OC <br />MAX <br />1.4 DIAGONAL <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 26 <br />BTM. CHORD <br />STIFFBACK (AS PER <br />P.T. PLATE W/12d58" <br />O.C. MAX <br />>� <br />BRACING, SEE <br />PLAN FOR LOCATION <br />TRUSS ENG) <br />CONT, 2X4 SECURED W/ <br />:D U a <br />MAY NOT BE <br />(2) 10d's @ EACH TRUSS <br />-N <br />Ir p- H <br />REQUIRED <br />TO BE INSTALLED <br />10•-0•' O.C. MAX <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />1.4 BTM. CHORD —END WALL OR OTHER <br />BRACING "'O/C END TYPE CONDITION, IF <br />MAX., SECURED W% DEPICTED SEE PLAN <br />(2) lod COMMON <br />NAILS AT EACH CHORD BTM. CHORD BRACING <br />INTERSECTION TYP. (� SCALE: 3/4•'=14" <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />LOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE:34"=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 (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 TO NAND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT AND <br />TO <br />A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, <br />AND F2 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 />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngmup.wm <br />AA #: 0003325 <br />h <br />Z <br />p� <br />O <br />• <br />aS <br />> <br />QL <br />Y <br />r <br />J <br />n <br />Y- <br />9 <br />LBtTHDIV. dt IAT. <br />SILVERADO <br />LOT #10 <br />BLK #7 <br />PROJECT/ <br />04128.002-10072 <br />MODEL• <br />4EAB <br />"1672- ARIA" <br />GARAGE 8TlM0: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. al <br />15 <br />JAME8 J. <br />L AR 12M _ <br />rlmi <br />