Laserfiche WebLink
A-(1)USP HTAle TRUSS ANCHOR WITH (9) <br />10dxI l2"TOTRUSS. FL#17580 <br />8-(2) USP HTA16 TRUSS ANCHOR WITH (0) <br />10d x 1 1/2" TO TRUSS EA STRAP. FL#17880 <br />DBL STRAP, 1 EACH SIDE VOWS UP AND <br />OVER TRUSS (NOT SHOWN) <br />1.2, 2. WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W (3)16d <br />GALV. COMMON NAILS. <br />lx2 SECURED W 10d <br />GALV. COMMON NAIL3 / <br />17' O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />'ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />TRUSSES Q 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />1A 16 GIRDER CONNECTOR(S)SCALE: S#'_' <br />IGINEERED WOOD TRUSSES <br />PLYWOOD SHEATHING, SEE <br />24" O/C, SUBMIT SHOP <br />"ROOF/WALL/FLOOR <br />(AWINGS FOR REVIEW <br />SHEATHING <br />ID APPROVAL <br />FASTENER SCHEDULE" <br />USP HTA16 TRUSS ANCHOR <br />TH (9) 10d x 1 1/7' NAILS TO <br />USS EA. PROVIDE 4" MINIMUM <br />NOTE: FOR (A) W SINGLE <br />INCRETE EMBEDMENT. DBL <br />PLY, A PT SYP #2 2X6'XV-(r <br />RAP, i EACH SIDE WRAPS UP <br />MAY BE ADDED W 10d <br />ID OVER TRUSS (NOT <br />NAILS, 2 ROWS, 3' O/C TO <br />OWN) <br />FACILITATE 2-PLY <br />ED IN CONJUNCTION VATH <br />CONNECTOR, <br />AVY UPLIFT CONNECTOR <br />�(A) USP LGT2 W/ (5) 1/4NT POWERS WEDGE <br />BOLT& (16) 16 GALV. NAILS TO TRUSS(2PLY) <br />#FL17240 (NOT SHOWN) <br />(B) USP RFUS STEEL CONNECTOR WTH (4) <br />3/4"x8" WEDGE BOLTS AND <br />1x2, 2x WOOD FASCIA <br />(12) WS3 SCREWS FL#8223 <br />SEE ARCHITECTURAL <br />2x SECURED W(3) 10d <br />GALV. COMMON NAILS. <br />IF 4 BOLTS ARE USED <br />W SECURED W/IN <br />MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS <br />BEAM SOLID, 8" EACH WAY OF BOLTS <br />12" O/C <br />SEE SCHEDULE <br />A <br />ALLOWABLE UPLIFT = U.3900 LBS, L:1785 LBS (2PLY) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />TYPICAL ROOF <br />2A 2B <br />GIRDER CONNECTOR(S) L " <br /># 1175 UPLIFT USP <br />HTWM20 W/1010d TO <br />TRUSS AND (4) 114" 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 WH010d TO <br />TRUSS AND (4)1/4" x 2114' <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 />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND BRACE W/(3) 12d 0 EA TRUSSES WHERE <br />TRUSS (DIAGBRACE ToX-BRACING IS PRESENTAT <br />SCREWED AS PER SCHEDULE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />LSTA12 20 GAUGE SEAMS) <br />W/ 10tlx12 HPG COMMON NAILS, 0'-0" TO 30'-0" (,) "X" BRACE <br />C EACH END TOTAL OF 10 30'-1" TO 60'-0 (3) "X' BRACE <br />BRACE 0 CENTER SECURE 2x8 PT. PLATE <br />TO BLK W 12" DIA <br />FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W 7' <br />GIRDER FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL MIN. EMBED. AT 32"OC <br />MAX <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />PRE-ENG FLOOR TRUSS P.T. PLATE W/ 12ds 8" <br />5/8" GYPSUM BOARD OR 12" HIGH S7IFFBACK SS PER O.C. MAX <br />STRENGTH CLG. BOARD TRUSS ENG) ONT. 2x4 SECURED W <br />(2) TO BE INSTALLED® <br />10d's EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) 10'-, O.C. MAX <br />18d 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 />�)UE FLOOR TRUSS CONNECTION L.B.W.:—=I- (NO UPLIFT) <br />NOTCH DEPTH 1/4•D <br />O <br />OLE EDGE >5/e" <br />OLE DIAMETER <br />_ / < 2/5•D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM. - <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />EDGE>5/8" <br />HOLE DIAMETER <br />< 3/5-D DSL. STUD <br />HTT4 W/ 5/8' A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB & (20)16d x <br />2-12" NAILS TO POST. <br />POST TO SIT DIRECTLY <br />ON SLAB — — <br />a <br />..4 <br />GIRDER/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=l'-U' <br />A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3141 USP WEDGE-BOLT/JaMT, 5' MIN. <br />EMBED (20) Ted GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 <br />B - USPTHUH26 G < 2400 LBS, U < 1425 LBS W/ (2) S14- USP WEDGE-BOLT/J-BOLT, 6' MIN. <br />EMBED (20) 16d GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS, FLUF17232 <br />C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 314' USP VvEDGE43OLT/J-BOLT, 5" MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FU917232 <br />D - USP THDH28-2 G < 4800 LBS, U < 2860 LBS W (4) 3/4- USP WEDGE-BOLT/J480LT, 5' MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FI#, 7232 <br />E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W (4) 3/4- USP WEDGE-8OLT/J-8OLT, 5' MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS. FL#17232 <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: YV'=,'-0' <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />HEDULE <br />SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE <br />5 1/2" MIN. EMBED. (TYP) <br />f3l ;B <br />1. ENSURE THAT EXP. BOLTSV-BOLTSARE <br />PLACED INTO GROUTED CELLS, B" ALL AROUND <br />ETIN <br />BOLT. <br />Z_ <br />2. END OF FRONT AND REM LEDGER SHOULD <br />°p g <br />LAP A MIN OF 'V4r <br />3. ALL BOLTS TO HAVE WASHERS <br />Z <br />4. EXP, BOLTS/J-BOLTS SHOULD NOT BE ANY <br />°0 g <br />CLOSER THAN 6' O/C. <br />5. IN LIEU OF HILTI PAF'S, 1/4" D91 x 3" MASONRY <br />121 <br />SCREWS (TAPCONS) MAY BE USED, SAME <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />FOGEOPACM <br />CBITRALVACNG <br />A <br />DOUBLE 2x8 <br />12" <br />8" O/C <br />18" O/C <br />B <br />DOUBLE 2(8 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE Zx10 <br />12" <br />8" O/C <br />16' O/C <br />D <br />DOUBLE 2110 <br />3/4" <br />8" O/C <br />24. O/C <br />E <br />DOUBLE 200 <br />3/4" <br />8" O/C <br />16' 01C <br />F <br />DOUBLE 2112 <br />3/4" <br />8" O/C <br />IZ' Or, <br />10 WOOD LEDGER DETAIL <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />(, BLOCK WALL W/ GABLE END <br />DPRE-ENG-D TRUSS SCALE3/4"=''-° <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 ME SUBJECT TO UPLIFT, F1, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ME <br />SUBJECT TO F1 AND F2 FORCES, <br />8AALjTEEERNATE MATERIALS <br />SCALE: <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774-I078 <br />www.abdesWVoup.com <br />AA #: 000332E <br />ammo <br />sumxv. 10 Lop <br />SILVERADO <br />LOT #12 <br />BLK. # 12 <br />n rmoz* <br />- <br />�so:isLt <br />4EHB <br />"2605- HAYDEN" <br />GARAaa swam: <br />RIGHT <br />PAO& <br />DETAILS <br />150 MPH EXP. B <br />�Lnw a ABOU"CRA <br />L AR NO 98723 A <br />DAM 11/15/18 <br />wCALle:1/4"=1'-0" <br />sxEEr <br />S3.1A <br />