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ENGINEERED WOOD TRUSSE <br />PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP <br />"ROOFM/ALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 1/2" TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE <br />(2) USP HTA16 TRUSS ANCHOR <br /># 1175 UPLIFT USP <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) "ROOF/WALUFLOOR <br />WITH (9) 10d x 1 1/2" NAILS TO <br />NOTE: A PT SYP #2 2'• x 4", <br />HTWM20 W/1010d TO <br />10d x 1 112" TO TRUSS EA STRAP. FL#176M SHEATHING <br />TRUSS EA. PROVIDE I MINIMUM <br />G', 8" x 4'-0" MAY BE ADDED <br />TRUSS AND (4)1/4" x 2 1/4" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" <br />CONCRETE EMBEDMENT. OBL <br />Wl 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" x 4'-0" MAY BE ADDED <br />USED IN CONJUNCTION WITH <br />TIEDOWN REQUIREMENTS. <br />HTWM20 INSTALLED ON <br />PRE-ENG TRUSS <br />W/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT CONNECTOR <br />OPPOSITE FACES OF <br />O/C TO FACILITATE ONE <br />FL#17680 <br />BLOCK WALL W/10 tOd TO <br />ADDITIONAL PLY MAX. TO <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />(A) USP W/ POWERS <br />TRUSS AND (4) U4" x 2 i/4" <br />TAPCONS TO CONT <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />SOLT2 <br />)16 GALV. <br />WEDGE 80LT8 (16)18 GALV. NAILS TO <br />TRUSS (2PLY) #FL17240 (NOT SHOWN) <br />POURED LINTEL <br />2x SECURED WI (3)18d <br />USP RFUS STEEL CONNECTOR WITH (4) <br />GALV. COMMON NAILS. ENGINEERED W000 <br />af4 " WEDGE BOLTS AND <br />tx2 SECURED W/ 10d TRUSSES 0 24" O/C, <br />lx2, 2x WOOD FASCIA <br />(12) <br />(12) WS3 SCREWS FL#8223 <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />12" OIC FOR REVIEW <br />2x SECURED W/ (3)16d <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />IF 4 BOLTS ARE USED <br />1x2 SECURED W110d MASONRY BOND <br />ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS <br />SCHEDULE <br />SOLID, 8" EACH WAY OF BOLTS <br />MASONRY BOND BEAM <br />12" O/C SEE <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:9000 LBS, 0310 LBS (4 WEDGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT = U:2430 LBS, 1-1310LBS (2 STRAPS) <br />TITEN 2 ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />�a <br />1b SCALE:�=' <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />2a 2b A -'-0" <br />3 SCALE:34'=1'0 <br />GIRDER CONNECTORS) <br />(2) 2X4 No.2 SYP DIAG. 2x4 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'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT, PLATE <br />(1) "X' BRACE @ CENTER TO SILK W/ 1/2" DIA. <br />(2)'W BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" <br />6'-0" MAX (W/1X4) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />9R 10'-0" MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTH EPDXY S" <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />MAX. <br />tx4 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 />U <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />n. <br />H <br />MAY NOT BE <br />(2)10d's @ EACH TRUSS <br />r y <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 />1x4 BTM. CHORD BRACING 9-9' O/C <br />END WALL OR OTHER <br />MAX., OR 2x4 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 />BTM. CHORD BRACING <br />6 <br />�f <br />I � SCALE: 3�4"=1'-(Y' <br />PRE-ENG D TRUSS <br />NOT USED <br />BDALE:3l4•=,•-0" <br />-- <br />5 <br />NOT USED <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />4 <br />NOTCH DEPTH I/4"D <br />HOLE EDGE>W" <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br />< 2/5"D SGL. STUD <br />OUTER 1/3 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 (Fl 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 />SUBJECT TO Fl AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 315"D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />9 NOT USED <br />10 NOT USED <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0' <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwAbdoeigngmup.com <br />L AA #: 0003325 <br />tk <br />4 <br />00 <br />8v8DIV. Se LOT. <br />ABBOTT PARK <br />LOT #3 <br />BLK #10 <br />PROJID <br />04181.00--03102 <br />MODRIA <br />4EAB <br />%672—ARIA" <br />GARAdZ 8Tr Md: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />"i IT`" y1i'"�i-7 <br />Dvmcr .1 <br />A 11/26 19 <br />ECALM: 1/4"=1'-0" <br />8klEET <br />S3.1A <br />