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ENGINEERED WOOD TRUSSE <br />PLYWOOD SHEATHING, SEE <br />® 24" O/C, SUBMIT SHOP <br />"ROOFMALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (0) <br />10d x 1 112" TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE <br />(2) USP HTA16 TRUSS ANCHOR <br /># 1175 UPLIFT USP <br />842) USP HTA16 TRUSS ANCHOR WITH (9) "ROOFMALLIFLOOR <br />WITH (9)10d x 1 112" NAILS TO <br />NOTE: A PT SYP #2 2" x 4", <br />HTWM20 W/1010d TO <br />IOd x 1 1/2" TO TRUSS EA STRAP. FL#17680 SHEATHING <br />TRUSS EA. PROVIDE 4" MINIMUM <br />6", 8" x 4'-0" MAY BE ADDED <br />TRUSS AND (4) 114" x 2 1/4" <br />OBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" <br />CONCRETE EMBEDMENT. DBL <br />WI 10d NAILS, 2 ROWS, 3" <br />TAPCONS TO CONT <br />OVER TRUSS (NOT SHOWN) <br />STRAP, 1 EACH SIDE WRAPS UP <br />O/C TO FACILITATE ONE <br />POURED LINTEL <br />AND OVER TRUSS (NOT <br />ADDITIONAL PLY MAX. TO <br />NOTE: A PT SYP #2 2" x 4", <br />SHOWN) <br />ACCOMMODATE GIRDER <br /># 1900 UPLIFT (2) USP <br />6", 8" z 4'-0" MAY BE ADDED <br />USED IN CONJUNCTION WITH <br />TIEDOWN REQUIREMENTS. <br />HTWM20 INSTALLED ON <br />PRE -ENO TRUSS <br />W110d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT CONNECTOR <br />OPPOSITE FACES OF <br />O/C TO FACILITATE ONE <br />FL#17680 <br />BLOCK WALL WI1010d TO <br />ADDITIONAL PLY MAX. TO <br />lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />(A) USP LUGT2 WI (5)1/4"x3" POWERS <br />TRUSS AND (4)1/4" x 2 1/4" <br />TAPCONS TO CONT <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />WEDGE BOLT& (16)16 GALV. NAILS TO <br />TRUSS (2PLY) #FL17240 (NOT SHOWN) <br />POURED LINTEL <br />2x SECURED WI (3)16d <br />(8) USP RFUS STEEL CONNECTOR WITH (4) <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />314'k6" WEDGE BOLTS AND <br />lx2 SECURED W/ iOd TRUSSES @ 24" O/C, <br />ix2, 2x WOOD FASCIA <br />(12) WS3 SCREWS FL#6223 <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />12" OPC FOR REVIEW <br />2x SECURED V (3) 16d <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />IF 4 BOLTS ARE USED <br />1x2 SECURED W/ tOd MASONRY BOND <br />ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS BEAM <br />SOLID, W EACH WAY OF BOLTS <br />MASONRY BOND BEAM <br />12" O/C SEE SCHEDULE <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3960 LBS, LA785 LBS (2PLY) <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) <br />TITEN 2 ANCHORS MIN. <br />2" COVER & 2" APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />1a 1b L "=1'-0" <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />2c 2a 2b =1 <br />SCALE:34"=1'(Y' <br />GIRDER CONNECTOR(§) <br />(2) 2X4 No.2 SYP DIAG. 2z4 BLOCKING BETWEEN <br />BRACE W/ (3)12d @ EA. TRUSSES WHERE <br />TRUSS AG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING <br />SEAMS) <br />0'-0" TO 30'-0' (1)'X' BRACE <br />30'-1"TO 60'-0 (3)'W BRACE SECURE 2x6 PT. PLATE <br />(1) "X. BRACE @ CENTER TO BLK W/ 1/2" DIA. <br />(2) "X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" <br />6-0" MAX (W/1X4) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />R 10'.0" MAX /2X4 <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />* <br />SEE ARCHITECTURAL MIN, EMBED. AT 32" OC <br />MAX. <br />' <br />1 z4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />BTM. CHORD <br />BRACING, SEE <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER O.C. MAX <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />U a <br />MAY NOT BE <br />(2) 10d's a EACH TRUSS <br />d <br />REQUIRED <br />TO BE INSTALLED* <br />10'-0" O.C. MAX. <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM REQ, <br />tx4 BTM. CHORD BRACING 6'-0" O/C <br />END WALL OR OTHER <br />MAX., OR 2z4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2)10d <br />COMMON NAILS AT EACH CHORD <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />INTERSECTION TYP. <br />7 <br />BTM. CHORD BRACING <br />R <br />PRE-ENG'D TRUSS SCALE:3/4"=1'-a' <br />NOT USED <br />V SCALE: 3l4'= <br />5 <br />NOT USED <br />4 <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH VIVO <br />HOLE EDGE -5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br />< 2/5'D SOL. STUD <br />OUTER 113 OF <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY <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 />HOLE EDGE >5/8" <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 USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, <br />AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />011 <br />SUBJECT TO F1 AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5'D DBL. STUD <br />STUD NOTCHING <br />NOT USED <br />NOT USED <br />11 ALTERNATE MATERIALS <br />AND LIMITS <br />8 SCALE: 1 1l2"=1'-0-0" <br />9 <br />10 <br />SCALE: 3/4"=1'-0SCALE: " <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-77443078 <br />FAX: 407-774-4078 <br />www.abdoslgngroup•com <br />AA #: 0003325 <br />� <br />P <br />[§4 <br />O <br />b <br />evaa:v de IAT: <br />ABBOTT PARK <br />LOT #7 <br />BLK #10 <br />PROJECT* <br />0418 .000-07102 <br />MODZU <br />4EAB <br />"1672— ARIA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />