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ENGINEERED WOOD TRUSSES <br />PLYWOOD SHEATHING, SEE <br />® 24" O/C, SUBMIT SHOP <br />"ROOFNVALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE' <br /># 1175 UPLIFT USP <br />PLYWOOD SHEATHING, SEE <br />2) USP HTA16 TRUSS ANCHOR <br />HTWM20 W/1010d TO <br />"ROOF/WALLIFLOOR <br />WITH (9) 10d x 1 1/2" NAILS TO <br />TRUSS AND (4) 1/4" x 2 114" <br />SHEATHING <br />TRUSS EA. PROVIDE 4"MINIMUM <br />NOTE: FOR (A) W/SINGLE <br />TAPCONS TO CONT <br />FASTENER SCHEDULE' <br />CONCRETE EMBEDMENT. DBL <br />PLY, A PT SYP *22"XB'XV-0" <br />POURED LINTEL <br />A-(, )USP HTA76 TRUSS ANCHOR WITH (9) <br />TRAP, 1 EACH SIDE WRAPS UP <br />MAY BE ADDED W/ 10d <br />iOd x 1 12" TO TRUSS. FL#176W <br />NO OVER TRUSS (NOT <br />NAILS, 2 ROWS, 3" O/C TO <br /># 1900 UPLIFT (2) USP <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />HOWN) <br />FACILITATE 2-PLY <br />HTWM20 INSTALLED ON <br />PRE-ENG TRUSS <br />10d x 1 12" TO TRUSS EA STRAP. FL#17880 <br />SED IN CONJUNCTION WITH <br />CONNECTOR. <br />OPPOSITE FACES OF <br />EACH SIDE <br />DBL STRAP, 1 EACH SIDE WRAPS UP MX) <br />VY UPLIFT CONNECTOR <br />BLOCK WALL W/1010d TO <br />OVER TRUSS <br />L#17680 <br />TRUSS 2 1/4'CONTINUOUS <br />TO <br />ix2, 2x WOOD FASCIA <br />(A) USE LGT2 W/ (5) 1/4'k3" POWERS WEDGE <br />TAPCONAS CONT <br />POURED LINTEL <br />BOND BEAM <br />SEE ARCHITECTURAL <br />BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) <br />#FL17240 (NOT SHOWN) <br />2x SECURED W/ (3) i8d <br />(B) USP RFUS STEEL CONNECTOR WITH (4) <br />GALV. COMMON NAILS. <br />ENGINEERED WOOD <br />WEDGETT S AND <br />ix2 SECURED W/ 10d <br />TRUSSES @ 24" O/C, <br />1x2 2x WOOD FASCIA <br />(72) W� <br />GALV. COMMON NAILS <br />SUBMIT SHOP DRAWNGS <br />SEE ARCHITECTURAL <br />17' O/C <br />FOR REVIEW <br />2x SECURED W (3) led <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />IF 4 BOLTS ARE USED <br />1x2 SECURED VW 10d <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, L1785 LBS (2PLY) <br />TAP CONS MIN. Z' <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L1310 LBS (4 WEDGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1A 1B <br />GIRDER CONNECTOR(S) SCALE .34-' 0 <br />2A 2B <br />TYPICAL ROOF 6CALE 34-, a <br />3 <br />SCALE 34"=1'-0' <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND <br />BRACE W/ (3) 12d @ EA <br />TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS(DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />LSTA12 20 GAUGE <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />W/ 10dx12 HPG COMMON NAILS, <br />0'-0" TO 30'-0" (1)"X" BRACE <br />SEAMS) <br />EACH END TOTAL OF 10 <br />30'-1" TO 60'-0 (3) "X' BRACE <br />SECURE 2x8 PT. PLATE <br />P <br />(1) "X" BRACE @ CENTER <br />TO BLK W/ 12" DIA <br />FLOOR <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/Z' <br />GIRDER <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32"OC <br />PER ELEVATION <br />PRE-ENG GABLE TRUSS <br />MAX <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 128s 8"O.C. <br />PRE-ENG FLOOR TRUSS <br />STIFFBACK (AS PER <br />MAX <br />GYPSUM BOARD OR 12' HIGH <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />STRENGTH CLG. BOARD <br />(2) 10d's @ EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />TO BE INSTALLED <br />16d TOENAILS <br />70'-0" O.C. MAX <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB & (20) 18d x <br />2x4 OR 2x6 WOOD BEARING <br />2-1/2" NAILS TO POST., <br />SEE SCHEDULE FOR <br />BOND BEAM REQ <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />PLANS FOR SPACING SINGE <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 />4. <br />' 4 <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS <br />SCALE°""`° <br />GIRDERM/OOD POST CONNECTIONS <br />_ <br />J <br />SCALE: 314-14" <br />4 FLOOR TRUSS CONNECTION @ L.B.W. <br />(NO UPLIFT) <br />DEPTH 1/4-D <br />—HOLE EDGE >5ff <br />—HOLE DIAMETER <br />215-D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />9 M.- <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />EDGE >5 8' <br />HOLE DIAMETER <br />< 3/5-D DBL. STUD <br />A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4- USP WEDGE-BOLT/J-BOLT, 6" MM. <br />EMBED (20) Led GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 <br />8 - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4" USP WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (20) 16d GALV. COMMON NAILS AND (10) Led VALV. COMMON NAILS. FL#17232 <br />C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W (2) 3/4- USP WEDGE-BOLT/J�SOLT, 6' MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMIX) NAILS. FL#17232 <br />0 - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4- USP WEDGE-BOLT/JAOLT, 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) 3/4- USP WEDGE-BOLT/JBOLT, S' MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10) i8d 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 4S RGOR STM. <br />CHEDUL <br />SCHEDULE H <br />SEE FRAMING PLAN <br />All <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE W <br />5 112" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BGTS ARE <br />PLACED INTO GROUTED CELLS, 6' ALL AROUND <br />BGT. <br />2 <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />°D g <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 />°D <br />CLOSER THAN 6' O1C. <br />5. IN LIEU OF HILT[ PAF'S, V4" Db1 x 3" MASONRY <br />(2) _ PT <br />SCREWS (TAPCONS) MAY BE USED, SAME <br />CPG!`.INI� RFll111RCIJ- <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />FEDGESPACING <br />CEt1IRN.8PACM8 <br />A <br />DOUBLE 2x8 <br />12" <br />8" O/C <br />16, O/C <br />B <br />DOUBLE 218 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 2x10 <br />117 <br />8" O/C <br />16"O/C <br />D <br />DOUBLE 1,10 <br />3/4" <br />8" O(C <br />24" O/C <br />E <br />DOUBLE Z00 <br />3/4' <br />6" O/C <br />F <br />DOUBLE 2.12 <br />3/4" <br />6" O/C <br />S10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=T-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 WAND 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 />11 ALTERNATE MATERIALS <br />SCALE: —1- <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX:407-7744078 <br />ww Abdmoigroup.dom <br />AA #: 0003325 <br />q <br />V <br />W <br />0 <br />0 <br />avaDiv. eg LOT: <br />SILVERADO <br />LOT #57 <br />BLK. #6 <br />PROJmcT# <br />04128.002-57061 <br />M[ODEL- <br />4EHB <br />"2605- HAYDEN" <br />OARAOE a`111111crrO: <br />LEFT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />A <br />itnoT <br />DATE: 1/18/19 <br />acALE: 1/4'=1'-0" <br />altEET <br />S3.1A <br />