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ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE <br />24" O/C, SUBMIT SHOP <br />"ROOF/P/ALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br /># 1176 UPLIFT USP <br />10d x 1 12' TO TRUSS. FL#176W PLYWOOD SHEATHING, SEE <br />(2) USP HTA16 TRUSS ANCHOR <br />HTWM20 W/1010tl TO <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) 'ROOFN✓ALL/FLOOR <br />WITH (9)10d x 1 1/7 NAILS TO <br />NOTE: A PT SYP #2 2' x 4', <br />TRUSS AND (4) 1/4' x 2 114" <br />10d x 1 12' TO TRUSS EA STRAP. FL#17680 SHEATHING <br />TRUSS EA. PROVIDE 4' MINIMUM <br />6", 8' x 4'-0" MAY BE ADDED <br />TAPCONS TO CONT <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE' <br />CONCRETE EMBEDMENT. DBL <br />W/ 10d NAILS, 2 ROWS, 3- <br />POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />STRAP, 1 EACH SIDE WRAPS UP <br />O/C TO FACILITATE ONE <br />AND OVER TRUSS (NOT <br />ADDITIONAL PLY MAX. TO <br /># 1800 UPLIFT (2) USP <br />,NOTE: A PT SYP #2 2" x 4", <br />SHOWN) <br />ACCOMMODATE GIRDER <br />HTWM20 INSTALLED ON <br />PRE-ENG TRUSS <br />6', 8' x 4'-0" MAY BE ADDED <br />USED IN CONJUNCTION WITH <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />W/10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT CONNECTOR <br />BLOCK WALL WI1010d TO <br />OIC TO FACILITATE ONE <br />FL#17680 <br />TRUSS AND (4) 1l4' z 21/4' <br />ADDITIONAL PLY MAX. TO <br />(A) USP LUGT2 W/ (5)1/4k3' POWERS <br />TO CONT <br />CONTINUOUS BOND BEAM <br />1 x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />WEDGE BOLTS (16) 16 GALV. NAILS TO <br />POURED <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />TRUSS (2PLY) #FL17240 (NOT SHOWN) <br />2z SECURED W/(3),6tl <br />(8) USP RFUS STEEL CONNECTOR WITH (4) <br />GALE. COMMON NAILS. ENGINEERED WOOD <br />3/4k8" WEDGE BOLTS AND <br />tx2 SECURED W/ 10d TRUSSES 0 24" O/C, <br />lx2, 2x WOOD FASCIA <br />(12) WS3 SCREWS FL#8223 <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />12" O/C FOR REVIEW <br />2x SECURED <br />AND APPROVAL <br />GALV. COMMON NAILS.NAJLS. <br />IF 4 BOLTS ARE USED <br />1x2 SECURED W/ tOd <br />MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS <br />BEAM SOLID, 8- EACH WAY OF BOLTS <br />MASONRY BOND BEAM <br />12" O/C <br />SEE SCHEDULE <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT : U:3980 LBS, L:1785 LBS (2PLY) <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBB (1 STRAP) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />TITEN 2 ANCHORS MIN. <br />: <br />B ALLOWABLE UPLIFT U:2430 LBS, L:1310L83 (2 STRAPS) <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1b <br />TYPICAL ROOF <br />� <br />Q!)1a SCALE: 3�4"=1'-0' <br />GIRDER CONNECTORS) <br />2 a 2b <br />SCALE'3/4'=1'-0" <br />GIRDER CONNECTORS) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />314' T 8 G SUBFLOOR GLUED AND <br />BRACE W/ (3) 12d @ EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG, BRACE TO X-BRACING IS PRESENTAT <br />COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING <br />1-STA12 20 GAUGE <br />SEAMS) <br />W/ 10dxl2 HDG NAILS <br />0'-0' TO 30'-0' (1)'X" BRACE <br />0 EACH END. TOTAL OF 10 <br />30'-1" TO 60'-0 (3)'X" BRACE SECURE PLATE <br />(1) "X" BRACE 0 CENTER ' D <br />TO BLK W// 12IA <br />FLOOR <br />(2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" <br />GIRDER <br />6'-0' MAX (W/1X4) <br />FROM CENTER TO END, WASHER SET IN HIGH <br />�R 10'-0- MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTH EPDXY6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 32"OC <br />MAX. <br />ff.ULEVATION <br />1z4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />P.T. <br />STIFFBA O C PLATE W/,2tl's 8" <br />5/8' GYPSUM BOARD OR 12^ HIGH <br />BRACING, SEE <br />PLAN FOR LOCATION <br />RUSENG ) ONT. 20 SECURED W/ <br />STRENGTH CL BOARD <br />V <br />MAY NOT BE <br />(2) 10d's a EACH TRUSS <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />c4v a <br />z <br />REQUIRED <br />TO BE INSTALLED O <br />16d TOENAILS <br />r <br />10'-0" O.C. MAX. <br />DOUBLE TOP PLATE <br />HTT16 W/ 5/8" A.B. WITH <br />BTM. CHORD OF <br />MIN. 7" EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB 8 (20)16d x <br />SEE SCHEDULE FOR <br />2z4 OR 2x6 WOOD BEARING <br />2-12" NAILS TO POST. , <br />BOND BEAM REQ. <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />.4. <br />12' GYP. WL. BD. <br />+ <br />' <br />1x4 BTM. CHORD BRACING V-0"O/C <br />END WALL OR OTHER <br />° # <br />< <br />• )1. • i ... � . a <br />MAX., OR 2x4 BTM. CHORD BRACING <br />10'-0' O/C MAXSECUREO W/ (2) I <br />COMMON NAILS AT EACH CHORD <br />END TYPE CONDITION, IF <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />INTERSECTION TYP. <br />7 <br />BTM. CHORD BRACING <br />6 <br />PRE-ENG'D TRUSS SCALE: 3/4'=1'-0^ <br />GIRDER/WOOD <br />POST CONNECTIONS <br />BCALE:3°''1'.0 <br />5 <br />SCALE: 3/4"=1'-0' <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />4 SCALE: $/4"=1'-0" (NO UPLIFT) <br />NOTCH DEPTH 114'0 <br />OLEEDGE >5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />OLE DIAMETER <br />FOLLOWING <br /><215"0 SOL. 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 (Fi AND F2) LOAD CAPACITIES <br />HOLE EDGE>518' <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOORAND <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, 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 />BTM. HOLE DIAMETER <br />PLATE < 3/6'D DBL. STUD <br />ILIMITS <br />NOT USED <br />NOT USED <br />ALTERNATE MATERIALS <br />11 <br />AND BOR NG <br />9 <br />10 <br />CALE1 <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH:407-774-6078 <br />FAX: 407-7744078 <br />W W W.abdookMoup.com <br />AA #: 0003325 , <br />gg <br />I <br />oil <br />sumxv. a: Loa! <br />ABBOTT PARK <br />LOT #10 <br />BLK. #7 <br />P1l0Jsc' <br />04181,006-10071 <br />MODM l <br />4EBB <br />"1828—CALI" <br />0Alewaa slrlrr0: <br />LEFT <br />PAOs: <br />DETAILS <br />160 MPH EXP. C <br />DA� 12/05/19 <br />scALm: 1/4"=1'-0" <br />sS 3.1 A <br />