Laserfiche WebLink
ENGINEERED WOOD TRUSSES <br />PLYWOOD SHEATHING, SEE <br />24" O/C, SUBMIT SHOP <br />"ROOF/WALL/FLOOR <br />RAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE' <br />PLYWOOD SHEATHING, SEE <br />2) USP HTA16 TRUSS ANCHOR <br />"ROOF/WALUFLOOR <br />ITH (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 #27'X6'X4'-0' <br />A-(, )USP HTA15 TRUSS ANCHOR WITH (9) <br />TRAP, 1 EACH SIDE WRAPS UP <br />MAY BE ADDED W/ 10d <br />10d x 1 12" TO TRUSS, FL#, 7680 <br />ND OVER TRUSS (NOT <br />NAILS, 2 ROWS, 3" O/C TO <br />B-(2) USP HTA18 TRUSS ANCHOR WITH 0) <br />HOWN) <br />FACILITATE 2-PLY <br />10d x 1 12" TO TRUSS EA STRAP. FL#176M <br />BED IN CONJUNCTION MATH <br />CONNECTOR. <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />EAVY UPLIFT CONNECTOR <br />OVER TRUSS (NOT SHOI <br />L#17680 <br />(A) USP LGT2 W/ (5) 1/4'73" POWERS WEDGE <br />x2, 2x WOOD FASCIA <br />BOLT& (16) 16 GALV. NAILS TO TRUSS(2PLY) <br />TEE ARCHITECTURAL <br />#FL17240 (NOT SHOWN) <br />N SECURED W/ (31 i6d <br />RFUS STEEL CONNECTOR WITH (4) <br />USP"x6" <br />3ALV. COMMON NAILS. ENGINEERED WOOD <br />3/4 <br />/4 WEEDGDGE BOLTS AND <br />x2 SECURED W/ 10d TRUSSES N 24" O/C, <br />ix2, 2x WOOD FASCIA <br />(12) WS3 SCREWS FUg8223 <br />3ALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />2' O/C FOR REVIEW <br />2x SECURED (N) 16d <br />AND APPROVAL <br />GALS. COMMONNNAILS. <br />IF 4 BOLTS ARE USED <br />1x2 SECURED W710d <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, 1:1785 LBS (2PLY) <br />A ALLOWABLE UPLIFT = U:1870 LBS, L.710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:9000 LBS, 1-:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT = U:2430 LBS, 1-:1310LBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />1A 1B SCALE 3/4"-1-0' <br />TYPICAL ROOF <br />. <br />GIRDER CONNECTOR(S) <br />G/A1 LB <br />SCALE'34"=1'-0 <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 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 />TAP CONS MIN, 7 <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3l4"=1'-0' <br />(2) 2X4 No.2 SYP DIAG 2x4 BLOCKING BETWEEN <br />314" T & G SUBFLOOR GLUED AND <br />BRACE W/ (3) 12d @ EA TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS(DIAG. BRACETO X-BRACING IS PRESENT <br />20 GAUGE <br />COVER 5 TRUSSES) 4 =0" O C. (A SHEATHINGA7 <br />W/ 10dxl2 HPG COMMON NAILS. <br />0'-0" TO 30'-0- (1) "X' BRACE SEAMS) <br />N EACH END TOTAL OF 10 <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PLATE <br />(1) "X" BRACE @ CENTER TO BLK W/ / " DIA <br />FLOOR <br />(2) "X" BRACE DIVIDED EQUALLY BOLT <br />ANCHOR BOLT <br />GIRDER <br />FROM CENTER TO END. HIGH <br />WASHER SET IN HIGH <br />2. WOOD FASCIA, STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL MIN. EMBED. AT 37'OC <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />PRE-ENG FLOOR TRUSS <br />STIFFBACK (AS PER O.C. MAX <br />5/8•' GYPSUM BOARD OR 12' HIGH <br />TRUSS ENG) CONT. 2.4 SECURED W/ <br />STRENGTH CLG.BOARD <br />(2) 10tl's @ EACH TRUSS <br />SECURE TRUSS 70 TOP PLATE wl(2) <br />TO BE INSTALLED <br />16d TOENAILS <br />10'-0" O C. MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 5r8' A.B. WITH <br />MIN. T'EMBEDMENT <br />TO SLAB & (20) 18d x <br />SEE SCHEDULE FOR <br />2x4 OR 2x8 WOOD BEARING <br />2-112" 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 />.4. <br />12"GYP. WL BD <br />•� <br />a 4. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:34"=1'-0' <br />GIRDER/WOOD POST CONNECTIONS <br />4 FLOOR TRUSS CONNECTION @ L.B.W. <br />s !-E:3/4•'=1'-B' (NO UPLIFT) <br />OUTER 1/3OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />DEPTH 1/4-D <br />—HOLE EDGE>50 <br />—HOLE DIAMETER <br />2/5'D SGL. STUD <br />HOLE EDGE>5/8' <br />HOLE DIAMETER <br />< 3/5'D DBL. STUD <br />STUD NOTCHING <br />%1 AND BORING LIMITS <br />A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3141 USP WEDGE-BOLT/J-BOL7, 5' MIN. <br />EMBED (20) 16d GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 <br />B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/1 USP WEDGE-BOLT/JEOLT, 5" MIN. <br />EMBED (20) 16d GALV. COMMON NAILS AND (10)16d 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) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) WI USP WEDGE-BOLT/J-BOLT, 5' MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) WI USP WEDGE-BOLT/J-BOLT, S' MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10)10d VALV. COMMON NAILS. FL#17232 <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=1'-0" <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE %Rg BT14 <br />HEDUL <br />SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE <br />5 12" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, 8" ALL AROUND <br />BOLT. <br />= Z <br />Z END OF FRONT AND REAR LEDGER SHOULD <br />m <br />LAP A MIN OF 4'-0'. <br />3. ALL BOLTS TO HAVE WASHERS <br />Z <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />m� <br />CLOSER THAN 6'0/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 />FEDGESPAONG <br />OB IRALBPADNG <br />A <br />DOUBLE Z18 <br />12" <br />8" CC <br />16' 0/C <br />B <br />DOUBLE 2.8 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 2110 <br />1Y7' <br />8" O/C <br />16, O/C <br />D <br />DOUBLE 2x10 <br />3/4" <br />8" O/C <br />24" O/C <br />E <br />DOUBLE -10 <br />3/4" <br />6" O/C <br />16- O/C <br />F <br />DOUBLE 2x12 <br />3/4" <br />6" O/C <br />17' O/C <br />S <br />LEDGER DETAIL <br />mpqLE:-I=,.-- <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 WND 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 Fl AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0" <br />r <br />1441 N. RONALD RE AG <br />BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-77449078 <br />FAX: 407-774-4078 <br />w .abdasigngroup.com <br />AA #: 0003325 <br />Q <br />qq <br />i; <br />O <br />m <br />4 <br />a <br />oulwiv. de LAT: <br />SILVERADO <br />LOT #8 <br />BLK" #11 <br />PISOJECTp <br />04128.002-08111 <br />MCDZ : <br />4EHB <br />"2605- HAYDEN" <br />OAP—#*Z 311111 : <br />RIGHT <br />PACE: <br />DETAILS <br />%150 MPH EXP. B <br />9 <br />ROLSO a ABOLIMAW <br />L- AR NO 03723 <br />D � 10/23/18 <br />SCALE: 1/4"=1'-0" <br />BIKE= <br />S3.1A <br />