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PLYWOOD SHEATHING, SEE <br />"ROOFPWALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />A41)USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 1!T TO TRUSS. FL#17680 <br />8j2) USP HTA16 TRUSS ANCHOR WITH (9) <br />1 Od x 1 1/TO TRUSS EA STRAP. FL#17680 <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />ENGINEERED WOOD <br />1X2 SECURED W/ 10d <br />TRUSSES 0 24' O/C, <br />GALV. COMMON NAILS <br />SUBMIT SHOP DRAWINGS <br />17, O/C <br />FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />Ia 1v GIRDER CONNECTOR(S) SCALE <br />ENGINEERED WOOD TRUSSES- <br />0 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(2) USP HTA16 TRUSS ANCHOR — <br />WITH (9) 10d x 1 1/2' 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 7'X6"X4'-0" <br />MAY BE ADDED W/ 10d <br />NAILS, 2 ROWS, 3' O/C TO <br />FACILITATE 2-PLY <br />CONNECTOR. <br />�—(A) USP LUGT2 W/ (5) 1/4'k3" POWERS <br />WEDGE BOLTS (16) 16 GALV. NAILS TO <br />TRUSS (2PLY)#FL17240 (NOT SHOWN) <br />(B) USP RFUS STEEL CONNECTOR WITH (4) <br />3/4'k6' WEDGE BOLTS AND <br />1x2, 2x WOOD FASCIA (12) W83 SCREWS FL#6223 <br />SEE ARCHITECTURAL <br />2c SECURED W/ (3)16d <br />GALV. COMMON NAILS. IF 4 BOLTS ARE USED <br />lx2 SECURED W/ 10d 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, L:1785 LBS 12PLY) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />TYPICAL ROOF <br />2a 2b GIRDER CONNECTOR(S) CALF 3 a' <br /># 1175 UPLIFT USP <br />HTWM20 W11010d TO <br />TRUSS AND (4) 1/4" x 21/4' <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 21/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TAP CONS MIN. Z' <br />COVER Z' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0' <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4" T S G SUBFLOOR GLUED AND <br />BRACE W/ (3)12d a EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />LSTA12GAUGE <br />SEAMS) <br />WI 10dx11 2 HPG COMMON NAILS. <br />0'-0" a7( TO 30'•' (1)'" BRACE <br />0 EACH END TOTAL OF 10 <br />39-1" TO 60--0 (3)'W' BRACE SECURE PT. PLATE <br />(1) "X" BRACE 0 CENTER TO BLK W/ / 1 T DIA. <br />FLOOR <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ T <br />GIRDER <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WCOD FASCIA STRENGTH EPDXY IT' <br />SEE ARCHITECTURAL MIN. EMBED, AT 37' OC <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W112d's 8" <br />PRE-ENG FLOOR TRUSS <br />STIFFBACK (AS PER O.C. MAX <br />BOARD <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />STRENGTH LG. BOARD <br />t EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />E I <br />TO BE NSTALLED @ <br />T S <br />16d TOENAILS <br />10'-0" O.C. MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. 7' EMBEDMENT <br />TO SLAB 8 (20)16d x <br />SE E SCHEDULE FOR <br />2.4 OR 216 WOOD BEARING <br />2-10 NAILS TO POST., <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 />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE <br />PROVIDE BLOCKING <br />1/7' GYP. WL. BD. <br />- <br />NOT USED <br />BLOCK WALL W/ GABLE END <br />6 <br />7 <br />PRE-ENG'D TRUSS SCALE:34"=1'0 <br />%�GIRDERMOOD POST CONNECTIONS <br />• <br />J <br />SCALE: 3/4"=1'-0" <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />Y SCALE:3/4"-T-a' (NO UPLIFT) <br />NOTCH DEPTH 1/4•D <br />HOLE EDGE >SIB" <br />HOLE DIAMETER <br /><2/5•D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />01 HOLE EDGE >5/6' <br />01 <br />BTM. HOLE DIAMETER <br />PLATE < 3/5•13 DBL. STUD <br />ANDBORING NOTCHING <br />AND LIMITS <br />s <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 - 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 (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 THDH28.2 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 THDH28-3 G < 48D0 LBS, U < 2650 LBS W/ (4) 3141 USP WEDGE-BOLT/J-BOLT, S' MIN. <br />EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. FL#17232 <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3W'=l'-0" <br />: <br />5' EDGE <br />CENTRAL <br />22" MAx. W <br />e• EDGE <br />SPACING <br />SPACING <br />OPEN WEB TRUSS <br />SPACING <br />SEE <br />SEE <br />SCHEDULE, <br />SCHEDULE <br />SEE FRAMING PLAN TYP TYP <br />LBOARDR <br />SPLICE (OR <br />LEDGER <br />• • • • <br />• • <br />• <br />• <br />W.) <br />• • <br />r <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />=ESCHE 5lr FOR <br />)LT SIZE 51/2" <br />SCHEDULER <br />SCHEDULE <br />W EDP LEDOERSYP P.T <br />BOARDTOBE <br />USED WITH O W T <br />USED SO LONG AS THEY CONFORM TO THE <br />'ABED. (TYP) 1. ENSURE THAT EXP. <br />BOLTS/J-BOLTS ARE PLACED <br />INTO GROUTED CELLS, 6' PRONT <br />ALL AROUND BOLT. LEDGER <br />2. END OF FRONT AND REAR <br />? LEDGER SHOULD LAP A MIN m <br />OF 4'-0". (2) 2x10 <br />3. ALL BOLTS TO HAVE SYP PT <br />to i WASHERS z <br />4. EXP. BOLTS/J-BOLTS <br />(2) 2X8 SHOULD NOT BE ANY REAR <br />SYP PT CLOSER THAN S' O/C. LEDGER <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />LIL @D0ISTANO's <br />OBIIWVACa18 <br />A <br />DOUBLE 2(8 <br />1/2' <br />1. <br />16" O/C <br />E <br />DOUBLE 200 <br />(2) 3/4" <br />B" <br />22' O/C <br />WOOD LEDGER DETAIL <br />10 SCALE: 3/4"SCALE: "=1'-0� <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 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#1724% 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 F, AND F2 FORCES. <br />&ALjTEERRNATE MATERIALS <br />SCALE: 3M4'=T-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />q <br />W <br />� <br />ppp���� <br />j• <br />r <br />d0 <br />aUHDIV & LOT <br />SILVERADO <br />LOT #6 <br />BLK #17 <br />PROJECT# <br />04128.002-06171 <br />MODEL1 <br />3EFB <br />"2447— ROBIE" <br />GARAGE 8WWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />(OPEN WEB <br />TRUSSES) <br />50 MPH EXP. ly <br />F' APICHrrEM <br />SA.AMB CM <br />ARNO93M <br />mm <br />DAT : NT 10/09/19 <br />aCALE:1/4• = f-0• <br />SHEET <br />S3.1A <br />