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ENGINEERED WOOD TRUSSES <br />PLYWOOD SHEATHING, SEE <br />a 24" O/C, SUBMIT SHOP <br />"ROOF/WALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE' <br />PLYWOOD SHEATHING, SEE <br />(2) USP HTA16 TRUSS ANCHOR <br /># 1175 UPLIFT USP <br />"ROOFNUALL/FLOOR <br />WITH (9) 10d x i 112' NAILS TO <br />HTWM20 W/1010d TO <br />SHEATHING <br />TRUSS EA. PROVIDE 4" MINIMUM <br />NOTE: FOR (A) W/ SINGLE <br />TRUSS ANDO x 21/4" <br />FASTENER SCHEDULE" <br />CONCRETE EMBEDMENT. DBL <br />PLY, A PT SYP #2 TXGX4'-0" <br />CN <br />TAPCONS TO CONT <br />A-(I)USP HTA16 TRUSS ANCHOR WITH (9) <br />STRAP, 1 EACH SIDE WRAPS UP <br />MAY BE ADDED W/ 10d <br />POURED LINTEL <br />10d x 1 12" TO TRUSS. FL#176W <br />AND OVER TRUSS (NOT <br />NAILS, 2 ROWS, 3' CYC TO <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />SHOWN) <br />FACILITATE 2-PLY <br /># 1900 UPLIFT (2) USP <br />10d x i 1/2" TO TRUSS EA STRAP. FL#17680 <br />USED IN CONJUNCTION WITH <br />CONNECTOR. <br />HTWM20 INSTALLED ON <br />PRE-ENG TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />HEAVY UPLIFT CONNECTOR <br />OPPOSITE FACES OF <br />OVER TRUSS (NOT SHOWN) <br />FL#77880 <br />BLOCK WALL W/10 t_ TO <br />(A) USP LUGT2 W/ (5) l/4W' POWERS <br />TRUSS AND (4) 1/4" x 2 1/4" <br />lx2, 2x WOOD FASCIA <br />WEDGE BOLT& (16) 16 GALV. NAILS TO <br />TAPCONS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />TRUSS (2PLY) #FL17240 (NOT SHOWN) <br />POURED LINTELNT <br />2x SECURED W/ (3) "I <br />(B) USP RFUS STEEL CONNECTOR WITH (4) <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />3/4"x8" WEDGE BOLTS AND <br />tx2 SECURED W/ tOd TRUSSES @ 24" OC, <br />lx2, 2x WOOD FASCIA <br />(12) WS3 SCREWS FL#6223 <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />12, O/C FOR REVIEW <br />2x SECURED VN (3)16d <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />IF 4 BOLTS ARE USED <br />ix2 SECURED W/ 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 />17 or <br />SEE SCHEDULE <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) <br />A ALLOWABLE UPLIFT = U1870 LBS, L710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />TAP CONS MIN. 2' <br />COVER 2" APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />1a 1 b SCALE. y4.=,_o <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />2a 2b <br />SCALE <br />Q <br />GIRDER CONNECTOR(S) <br />(2) 21 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4" T 8 G SUBFLOOR GLUED AND <br />BRACE W/ (3) t2d EA TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />LSTA12 20 GAUGE <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />W/ 1 0dx12 HPG COMMON NAILS, <br />0'-0" TO 30'-0" (i) "X" BRACE SEAMS) <br />ELEVATION <br />EACH END TOTAL OF 10 <br />30'-l" TO 60'-0 (3) W BRACE SECURE 2x8 PT. PLATE <br />PER <br />(i ) "X" BRACE @ CENTER TO BLK WI 12" DIA <br />FLOOR <br />8•_0" (y1,q)( <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2' <br />GIRDER <br />SEE PLAN <br />FROM CENTER TO END, WASHER SET IN HIGH <br />FOR LOCATION <br />2x WOOD FASCIAS STRENGTH EPDXY G' <br />7r <br />SEE ARCHITECTURAL MIN. EMBED. AT 32 OC <br />PER LEVATION IL <br />ix4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TOd's <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />P.T. PLATE W/12d's " <br />9' <br />STIFFBACK (AS PER O.C. MAX <br />518" GYPSUM BOARD OR 1/2" HIGH <br />BRACING, SEE <br />TRUSS ENG) <br />STRENGTH CLG. BOARD <br />N <br />PLAN FOR LOCATK7N <br />ONT. 2x4 SECURED W/ <br />SECURE TRUSS TO TOP PLATE .1 (2) <br />i� �aFr- <br />MAY NOT BE <br />REQUIRED <br />(2) tOd's 0 EACH TRUSS <br />TO BE INSTALLEDa <br />16d TOENAILS <br />11-1 <br />10'-0" O.C. MAX <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />BTM. CHORD OF <br />MIN. 7" EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (20) 16d 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. SINGLE <br />ON SLAB <br />8TM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />.°. <br />12" GNP. WL. BD, <br />1x4 BTM. CHORD <br />END WALL OR OTHER <br />° <br />• . <br />BRACING 6-T O/C <br />END TYPE CONDITION, IF <br />• <br />' • • ° <br />SECURAT ED W <br />10d COMMON <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />(2) <br />NAILS <br />CHORD <br />BTM. CHORD BRACING <br />PRE-ENG'D TRUSS SCALE: 3/4"=1'-O' <br />^ <br />o <br />°` <br />GIRDER/WOOD <br />POST CONNECTIONS <br />INTERSECTION TYP <br />SCALE 34"=1'-0 <br />5 <br />SCALE: 3/4"=1'-0' <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />scALE: (NO UPLIFT) <br />G <br />NOTCH DEPTH I/4'D <br />OLE EDGE>5/8" <br />USED SOLONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br />215-0 S0.. STUD <br />OUTER 113 OF <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES <br />HOLE EDGE >5/S' <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 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 Fi AND F2 FORCES. <br />8TM. HOLE DIAMETER <br />PLATE < 3/5'D DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />NOT USED <br />NOT USED <br />11 <br />AND BORING LIMITS <br />8 scALE:1=rr =r=a' <br />9 <br />10 <br />SCALE:34"=1'0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdmIgngmup.wm <br />AA #: 0003325 , <br />V <br />E <br />� <br />a <br />rlu <br />� <br />LL <br />3 <br />�' <br />.YXY(C <br />• <br />u <br />C <br />avnD:v all room <br />SILVERADO <br />LOT #21 <br />BLK #7 <br />PROJECT# <br />04128.002-21071 <br />1HODEL: <br />4ENB <br />"1751—NEUVILLE" <br />LEFT <br />PACE: <br />DETAILS <br />50 MPH EXP. Bj <br />r' ARCHr ECT I <br />DaINT <br />w 06/04/ 99 <br />SCALE- 1/4"=1'-0" <br />S1iEET <br />S3.1A <br />