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A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 1/2" TO TRUSS. FL#176M <br />B42) USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x i 1/2" TO TRUSS EA STRAP. FL#17680 <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />tx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />1x2 SECURED WI 10d <br />GALV. COMMON NAILS / <br />12" O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFMALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />ENGINEERED WOOD <br />TRUSSES 6 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:71 OLBS (1 STRAP) <br />8 ALLOWABLE UPLIFT = U:2430 LBS, L:131 OLBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />1a 1 b GIRDER CONNECTOR(S) <br />SOIL_' <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE{NG FLOOR TRUSS <br />5/8" GYPSUM BOARD OR 1/2"HIGH <br />STRENGTH Cl-G. BOARD <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />20 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 />1/2" GYP. WL. BD. <br />.a . <br />• f <br />r-,1FLOOR TRUSS CONNECTION @ L.B.W. <br />6DALE: 3/4"=1'-0" (NO UPLIFT) <br />NOTCH DEPTH 1/4•D <br />O <br />HOLE EDGE >56' <br />HOLE 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 />8 <br />SCALE: 1 1/2"=1'-0' <br />EDGE >5/8" <br />HOLE DIAMETER <br />< 3/5.0 DBL. STUD <br />ENGINEERED WOOD TRUSSES- <br />24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(2) USP HTA16 TRUSS ANCHOR — <br />WITH (9) 10d x i V2" 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#17680 <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: FOR (A) W/ SINGLE <br />PLY, A PT SYP #2 2')WXW-0" <br />MAY BE ADDED W/ 10d <br />NAILS, 2 ROWS, 3" 0/C TO <br />FACILITATE 2-PLY <br />CONNECTOR. <br />\--(A) USP LUGT2 W/ (5)1/4"4" POWERS <br />WEDGE BOLT& (16)16 GALV. NAILS TO <br />TRUSS (2PLY) #FL17240 (NOT SHOWN) <br />(8) USP RFUS STEEL CONNECTOR WITH (4) <br />3/4"xG' WEDGE BOLTS AND <br />1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 <br />SEE ARCHITECTURAL <br />2x SECURED W (3)16d <br />GALV. COMMON NAILS. IF 4 BOLTS ARE USED <br />1x2 SECURED W/ 1 Od MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS <br />12" O/C SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, LA785 LBS (2PLY) <br />8 ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />2a 2b TYPICAL ROOF �� <br />GIRDER CONNECTOR(§) <br />LSTA12 20 GAUGE <br />W/ 10dx1/2 HPG COMMON NAILS. <br />EACH END TOTAL OF 10 <br />FLOOR <br />GIRDER <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. 7' EMBEDMENT <br />TO SLAB & (20)16d x <br />2-i12" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />J NV GIRDEROOD POST CONNECTIONS <br />SCALE: 3/4"=1'-0" <br />A - USP THDH26 G < 1325 LBS, U < 1280 LBS W/ (1) 3/4- USP WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (20)16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. FL#17232 <br />B - USPTHOH26 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 (8)16d GALV. 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 GALV. COMMON NAILS. FL#17232 <br />D - USP THOH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"° USP WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (36)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. FL#17232 <br />E - USP THOH28-3 G <4800 LBS, U <2650 LBS W/ (4) 3/4"° USP WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. FL#17232 <br />WOOD LEDGER <br />O ATTACHMENT DETAIL <br />SCALE: 3/4"=1'4" <br /># 1175 UPLIFT USP - <br />HTWM20 W/1010d TO <br />TRUSS AND (4)1/4" x 2 14' <br />TAPCONS TO CONT <br />POURED LINTEL <br /># 1900 UPLIFT (2) USP <br />HTWM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL WNO 10d 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 />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3l4"=1'-0" <br />6 NOT USED <br />5' EDGE <br />CENTRAL <br />22"MAX../ <br />SPACING <br />SPACING <br />OPENWEBTRUSS <br />SEE <br />SEE <br />CHEDUL <br />SCHEDULE <br />TYP. TYP. <br />EE FRAMING PLAN <br />-FRo <br />SEE SCHEDULE FOR <br />SEE LEDGER Lij EDGE ' L2�2X10 BOARD <br />BOLT SIZE 5112" <br />SCHEDULE <br />TO BE <br />DOEUSEO <br />MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. WITTY O W.T. <br />BOLTS/J-BOLTS ARE PLACED <br />8' EDGE <br />(2) 2X4 No.2 SYP DIAG. <br />x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d @ EA. <br />RUSSES WHERE <br />TRUSS(DIAG. BRACE TO <br />-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />'-0" O.C. (AT SHEATHING <br />0'-0" TO 30--0" (1) "X" BRACE <br />EAMS) <br />30'-1" TO 60'-0 (3) "X" BRACE <br />ECURE 2x8 PT. PLATE <br />(1) "X" BRACE 0 CENTER <br />O BLK W/ 1/2" DIA. <br />(2) "r BRACE DIVIDED EQUALLY <br />NCHOR BOLT W/ 2" <br />FROM CENTER TO END. <br />ASHER SET IN HIGH <br />2x WOOD FASCIA, <br />TRENGTH EPDXY 6" <br />flO'-O" <br />SEE ARCHITECTURAL <br />IN. EMBED. AT 32" OC <br />PRE-ENG GABLE TRUSS <br />ECURE GABLE TO 2x8 <br />.T. PLATE W/ 12d's B" <br />STIFFBACK (ASPER <br />.C.MAX <br />TRUSSENG) <br />ONT. 2x4 SECURED W/ <br />)10d's C EACH TRUSS <br />O BE INSTALLED 0 <br />O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />INTO GROUTED CELLS, 8 FRONT <br />ALL AROUND BOLT. LEDGER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />2. END OF FRONT AND REAR A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />= LEDGER SHOULD LAP A MIN i <br />E 4'-0". EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES <br />12) 2x1d m AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />3. ALL BOLTS TO HAVE SYP PT ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />Z WASHERS ? THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />°D 4. EXP, BOLTS/J430LT5 m A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1 <br />(2) 2X8 SHOULD NOT BE ANY REM AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SYP PT CLOSER THAN 6" O/C. LEDGER SUBJECT TO Fi AND F2 FORCES. <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />I SIZE <br />IBOLTSIZE <br />IwLENDDisTANrEIcmrmALrAcw <br />A <br />DOUBLE 2x8 <br />1 1/2" <br />1 8"1 <br />16"O/C <br />E <br />DOUBLE 2x10 <br />1 (2) 314" <br />1 8" <br />1 22" O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=1'-0" <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdoeigngmup.com <br />AA #: 0003328 <br />pyM <br />•7 <br />� <br />9S <br />GGII <br />• <br />� <br />rq <br />et19DIV ae w <br />SILVERADO <br />LOT #8 <br />BLK #18 <br />PROJECT# <br />04128.002-08181 <br />MODELS <br />3EFB <br />"2447-ROBIE" <br />GARAGE 8WWG: <br />LEFT <br />PAGE: <br />DETAILS <br />(OPEN WEB <br />TRUSSES) <br />50 MPH EXP. <br />1 <br />DAM /1 10/099 <br />SCALE: 1/4" = 1'-0' <br />MEMET <br />s3.1A <br />