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NGINEERED WOOD TRUSSES <br />PLYWOOD SHEATHING SEE <br />24" O/C, SUBMIT SHOP <br />"ROOF/WALL/FLOOR <br />RAWINGS FOR REVIEW <br />SHEATHING <br />NO APPROVAL <br />FASTENER SCHEDULE" <br />PLYWOOD SHEATHING, SEE <br />2) USP HTA18 TRUSS ANCHOR <br />"ROOF/WALUFLOOR <br />TH (9) 10d x 1 12" NAILS TO <br />SHEATHING <br />RUSS EA. PROVIDE 4"MINIMUM <br />NOTE: FOR (A) W/SINGLE <br />FASTENER SCHEDULE" <br />ONCRETE EMBEDMENT. DBL <br />PLY, A PT SYP #22"X6"X4'-0' <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />TRAP, 1 EACH SIDE WRAPS UP <br />MAY BE ADDED WR 10d <br />10d x 1 12" TO TRUSS. FL#17680 <br />NO OVER TRUSS (NOT <br />NAILS, 2 ROWS, 3" O/C TO <br />8-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />HOWN) <br />FACILITATE 2-PLY <br />10d x 1 112" TO TRUSS EA STRAP. FL#17680 <br />BED IN CONJUNCTION WITH <br />CONNECTOR. <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />EAVY UPLIFT CONNECTOR <br />OVER TRUSS (NOT SHOWN) <br />L#17880 <br />(A) USP LGT2 W/ (5) 1/45(3" POWERS WEDGE <br />lx2, 2x WOOD FASCIA <br />BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) <br />SEE ARCHITECTURAL <br />#FL17240 (NOT SHOWN) <br />2x SECURED VM (3)18tl <br />RFUS STEEL CONNECTOR WITH (4) <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />3 14 6" <br />/4"x8" WEDGE BOLTS AND <br />1x2 SECURED W/ 10d TRUSSES 24" O/C, <br />1x2, 2x WOOD FASCIA <br />(12) WS3 SCREWS FL#6223 <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />12. 0/C FOR REVIEW <br />2x SECURED W/ <br />AND APPROVAL <br />GALS. COMMON N"I.S. <br />IF 4 BOLTS ARE USED <br />1x2 SECURED od <br />MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMONN NAILS <br />BEAM SOLID, 8" EACH WAY OF BOLTS <br />MASONRY BOND BEAM <br />17, O/C <br />SEE SCHEDULE <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />S ALLOWABLE UPLIFT = U:9000 LBS, L: 1310 LBS (4 WEDGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT = U:2430 LBS, 1:1310UBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />1A 1B SCALE:3/°�� <br />TYPICAL ROOF <br />GIRDER CONNECTORS) <br />2A 2B <br />SCALE <br />GIRDER CONNECTOR(S) <br /># 1175 UPLIFT USP <br />HTWM20 W/1010d TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />TAPCONS TO CONT <br />POURED UNTEL <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 />TAP CONS MIN. 2' <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 DIAL 2x4 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND <br />BRACE W/ (3)12d CR EA WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS(DIAL. BRACE TO X-BRACT <br />BRACING IS PRESENTAT <br />LSTA1220 GAUGE <br />COVER 5 TRUSSES) 4'-O" O.C. (AT SHEATHING <br />W/ 10dx12 HPG COMMON NAILS. <br />0'-0" TO 30'-0" (1)'0(" BRACE SEAMS) <br />® EACH END TOTAL OF 10 <br />30'-l" TO 80'-0 (3)'7C' BRACE SECURE PLATE <br />(1) "X" BRACE Q CENTER f 1 / " <br />TO BLK VM IA <br />D <br />FLOOR <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2' <br />GIRDER <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 8' <br />SEE ARCHITECTURAL MIN. EMBED. AT 370C <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE T02x8 <br />PLATE SN 12d's B" <br />PRE-ENG FLOOR TRUSS <br />(AS PER O.C. MAX <br />GYPSUM BOARD OR 12" HIGH <br />TRUSS ENG) ONO.2x4 SECURED <br />G. <br />STRENGTH CLG. BOARD <br />(2) 10d's Q EACH TRUSS S <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />TO BE INSTALLED <br />18d TOENAILS <br />10'-0" O.C. MAX <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8' A.B. WITH <br />MIN, 7" EMBEDMENT <br />TO SLAB & (20) l6d x <br />SEE SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />2-1/2" NAILS TO POST. <br />BOND BEAM RED. <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 />.°. <br />12" GYP. WL BD. <br />BLOCK WALL W/ GABLE END <br />0 <br />PRE-ENG'D TRUSS SCALE: 3/4"=1'-0' <br />GIRDER/WOOD POST CONNECTIONS <br />•°. <br />5 SCALE: 31-1'41 <br />• ., <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />`► scALE:3a"=1'-a' (NO UPLIFT) <br />NOTCH DEPTH 1/4'D <br />OLE EDGE TER <br />HOLE DIAMETER <br />215•D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />OLEEDGE I- <br />01 <br />BTM. HOLE DIAMETER <br />PLATE < 315"D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />O SCALE: 1 1/2'=1'-a' <br />A - USP THDH26 G < 1200 LBS, U < 1280 LBS Wl (1) 3/4"° USP WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (20) 16d GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 <br />B - USPTHDH28 G < 2400 LBS, U < 1426 LBS W/ (2) 3/4"° USP WEDGE-BOLT/J-BOLT, 8' MIN. <br />EMBED (20) l6d GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS. FL#17232 <br />C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 3/4' USP WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (36) 18d GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS. FL#17232 <br />D - USP THDH28-2 G < 4800 LBS, U < 2850 LBS W/ (4) 3/4- USPVVEDGE-SOLT/J480LT, 5" MIN. <br />EMBED (38) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />E - USP THDH28.3 G < 4800 LBS, U < 2850 LBS W/ (4) 3/4- USP WEDGEEOLT/J-BOLT, 8' MIN. <br />EMBED (36) ied GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />SCALE: <br />9 <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />WHEDULE, <br />SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE <br />5 1/2" MIN. EMBED. (TYP) <br />i. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, 8' ALL AROUND <br />BOLT. <br />Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />m� <br />LAP A MIN OF 4'-0". <br />3. ALL BOLTS TO HAVE WASHERS <br />2C <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />°D <br />CLOSER THAN 6" O/C. <br />5. IN LIEU OF HILTI PAPS, 1/4" DIA x 3' MASONRY <br />(2) PT <br />SCREWS (TAPCONS) MAY BE USED, SAME <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />®GES%CNG <br />CENTIMISACNIG <br />A <br />DOUBLE 218 <br />1/2' <br />8" C/C <br />18" O/C <br />B <br />DOUBLE 218 <br />W4" <br />8" O/C <br />24" 0/C <br />C <br />DOUBLE 2110 <br />1/2, <br />8" O/C <br />1(r O/C <br />D <br />DOUBLE 2110 <br />314" <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 200 <br />314' <br />6" CC <br />18' O/C <br />F <br />DOUBLE 2x12 <br />3/4" <br />1 6" O/C <br />12' O/C <br />10 WOOD LEDGER DETAIL <br />SCALE:—=1'-a' <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 (Fl 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 RT18A (FL#17230) 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 F1 AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=V-0' <br />alp <br />• <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.•6dersa Woup.com <br />AA 0750003325 <br />Mill <br />14 <br />ff� <br />66 <br />g� <br />d <br />aumm at LOTS <br />SILVERADO <br />LOT #17 <br />BLK #07 <br />P1 onwTip <br />04 0-77 <br />4EHB <br />"2605- HAYDEN" <br />GARAGN 811UNG9 <br />RIGHT <br />PAOIM <br />DETAILS <br />50 MPH EXP. <br />rpawT <br />03/117, <br />8CALM 1/4•=1'—O" <br />simcm <br />S3.1A <br />