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A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 12" TO TRUSS. FLX176W <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />1 Od x 1 112' TO TRUSS EA STRAP. FL#17680 <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />1x2 SECURED W 10d <br />GALV. COMMON NAILS <br />12" O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2' x 4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES 0 Zr O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = UA870 LBS, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />1a 1 b GIRDER CONNECTOR(S) <br />LE:34"= `° <br />SERVE! <br />aACl ILOCX <br />THICKNEINI <br />4500 <br />3/4"W000 PANELS <br />0000 <br />(2)12" WOOD PANELS <br />60 <br />(2)1/2' WOOD PANELS <br />90 <br />2x LUMBER <br />.a . <br />3/4' T 6 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG I -JOIST <br />5/8" GYPSUM BOARD OR 12" HIGH <br />STRENGTH CLG. BOARD <br />SECURE I -JOIST TO TOP PLATE <br />W/ (2)12d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />12" GYP. WL. BD. <br />I -JOIST CONNECTION L.B.W. <br />4 SCALE:34"=1'-0 (NO UPLIFT) <br />OUTER 113 ( <br />SPAN ONLY <br />ENGINEERED WOOD TRL <br />0 24" O1C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(2)USP HTAI 6 TRUSS ANCHOR WITH (9)10d x 1 112' NAILS TO <br />TRUSS EA. PROVIDE 4' MINIMUM <br />CONCRETE EMBEDMENT, DBL <br />STRAP, 1 EACH SIDE WRAPS UP <br />AND OVER TRUSS (NOT <br />SHOWN) <br />USED IN CONJUNCTION WITH <br />HEAVY UPLIFT CONNECTOR <br />FL#176W <br />PLYWOOD SHEATHING, SEE <br />"ROOFNJALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2". 4", <br />6", 8" x 4'-0' MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />�-- (A) USP LUGT2 k3" POWERS <br />WEDGE BOLTS (18) 16 18 GALV. NAILS TO <br />(1 <br />TRUSS (2PLY) #FL17240 (NOT SHOWN) <br />(B) USP RFUS STEEL CONNECTOR WITH (4) <br />3/4'x6' WEDGE BOLTS AND <br />lx2, 2x WOOD FASCIA <br />(12) WS3.SCREWS FL#6223 <br />SEE ARCHITECTURAL <br />2x SECURED W/ <br />(3)16d <br />GALV. COMMON <br />NAILS. IF 4 BOLTS ARE USED <br />1x2 SECURED W/ <br />10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON <br />NAILS <br />SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />12" O/C <br />SEE <br />A ALLOWABLE UPLIFT = U:3980 LBS, 1_:1785 LES (2PLY) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LES (4 WEDGE BOLTS IN RFUS) <br />TYPICAL ROOF <br />2a <br />2b <br />GIRDER CONNECTOR(S) SCALE:34'=1'-0' <br />DEPTH1/4*0 <br />— EDGE EDGE>5/8' <br />i <br />—HOLE DIAMETER N <br />< 2/5'D SGL. STUD <br />EDGE>5/8' <br />LSTA12 20 GAUGE <br />W/ 10dx1/2 HOG COMMON NAILS. <br />90 EACH END TOTAL OF 10 <br />LVU <br />13AC <br />HTT16 W/ <br />MIN. 7" EI <br />TO SLAB <br />2-1/2" NA <br />I <br />POST TO <br />ON SLAB <br />e <br />im <br />aACKENSLOCK <br />TIC1aaB1 <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) i2' WOOD PANELS <br />60 <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />5�LVL/WOOD POST CONNECTIONS <br />sr.A[ F- ffi4•=i'-0' <br />Bill <br />19111111111m <br />0 <br />_4 <br />A- USP TFL1716 G < 1230 LBS, U < 140 LBS W/ (2) 3/4" WEDGE-BOLT/J•BOLT, 5" MIN. <br />EMBED (6) 1Od GALV. COMMON NAILS TO HEADER AND (2)10dx1-12" GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />B - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5- MIN. <br />11 <br />EMBED (6) 10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2' GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />BTM. HOLE DIAMETER <br />BB - USP THF23160 G < 1335 LBS, U < 140 LBS W/ (2) 3/4- WEDGE43OLT/J-BOLT, 5' MIN. <br />PLATE < 3Ai'D DBL. STUD <br />EMBED (22) 1 Od GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />C - USP TH035160 G < 2280 LBS, U < 265 LBS W/ (4) 3/4- WEDGE -BOLT/. -BOLT, 5" MIN. <br />EMBED (12) 10d GALV. COMMON NAILS TO HEADER AND (2)1061-12' GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />D - USP HSPH7116 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4— WEDGE-BOLT/J-BOLT, S' MIN. <br />EMBED (16) 1Od GALV. COMMON NAILS TO HEADER AND (10)16d GALV. COMMON NAILS. <br />STUD NOTCHING <br />TO JOISTFLA25749 WOOD LEDGER <br />AND BORING LIMITS <br />ATTACHMENT DETAIL <br />SCALE: 1 1/7=r-9" <br />D <br />SCALE: 3/4'=1'-0' <br />6'-0" MAX (W/1X4) <br />�R 10'-0" MAX (W/2X4) <br /># 1175 UPLIFT USP <br />HTWM20 W/10 iOd TO <br />TRUSS AND (4) 1/4' x 2 114" <br />TAPCONS TO CONT <br />POURED LINTEL <br /># 1900 UPLIFT (2) USP <br />HTWM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 1/4" x 2 1/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />2' COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4'=1'-0' <br />1x4 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 />10 BTM. CHORD BRACING 6'-O" O/C J --END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED WI(2) 10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD p /L <br />INTERSECTION TYP. (D_BTM..CHORD <br />BRACING <br />SCALE: 3/4"=1'-0' <br />24" 24' MAX. w/ W OIST SPACINGD <br />8" MAX. <br />END W/IJOIST RTM <br />ACIN SEE FRAMING PLAN TYP TYP P END OF <br />MAX MAX MAX LEDGERSO. <br />BOLT/J.BOLTW//7 LE�GERwBOARD — EDGE LE LEDGER BOARDX12#SWP..T TO BOLTI-BROLTW/Y <br />WASHER 4 51/7 TO BE USED 1. ENSURE THAT OF. BE USED WITH WMT WASHER 8 510 <br />MIN. EMBED.(TYP) WITH WOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED.(TYP) <br />INTO GROUTED CELLS, S' ALL <br />AROUND BOLT. FRONT <br />2. SPLICE OF FRONTANDREAR LED. <br />LEDGER SHOULD LAP A MIN OF <br />Z 3 ALW. � Z <br />3. ALL BOLTS TO HAVE WASHERS (2) 2X12 m <br />4. EXP. BOLTS/J-BOLTS SHOIxD SW PT <br />NOT SE ANY CLOSER THANE' <br />Z 0 C. Z <br />5. ONLY LEDGER IN LXRECT <br />(2) 2X8 CONTACT (REAR LEDGER) WITH REAR <br />SYP PT7t CMU REQUIRED TO BE P.T. LEDGER <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />903PAGING <br />CENTRAL 8PN= <br />A <br />DOUBLE SYP 218 <br />1/7 <br />8" MAX <br />24" O/C MAX <br />B <br />DOUBLE SYP 2X12 <br />(2) 39" <br />8- MAX <br />24" O/C MAX. <br />10 I -JOIST WOOD LEDGER DETAIL <br />SCALE: 3/4'=1'-0" <br />(2) 2X4 No.2 SYP DIAL. — <br />BRACE W/ (3)12d 0 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) W BRACE <br />(1) -X" BRACE @ 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 (ASPER <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BONO BEAM REQ, <br />20 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x8 PT. PLATE <br />TO BLK W/ 12" DIA <br />ANCHOR BOLT W/2" <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 W/ 12ds 8" <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2) 1Od'a C EACH TRUSS <br />TO BE INSTALLED 0 <br />10'-0" O.C. MAX. <br />%1 BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3W=V-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 (F1 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 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 />811 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'4r <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-774.4078 <br />www.abd6s)gagroup.com <br />AA #: 0003325 <br />4 <br />IUDDIV as LOa! <br />ABBOTT PARK <br />LOT #30 <br />BLK. #S <br />PAOJZCT <br />04181.000-30083 <br />mona1.,: <br />3EEB <br />"2260—ELSTON" <br />OARAda aNtNOT <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />M NO OOM J <br />DFvmcr ATM <br />A11/2,/,, <br />9C=: 1/4"=1'-0" <br />a*Emm <br />S3.1A <br />