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ENGINEERED WOOD TRUSSES <br />PLYWOOD SHEATHING, SEE <br />24" O/C, SUBMIT SHOP <br />"ROOF/WALL/FLOOR <br />RAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE' <br />PLYWOOD SHEATHING, SEE <br />2) USP HTA16 TRUSS ANCHOR <br />"ROOF/WALL/FLOOR <br />H (9) 10d x 1 1/2" NAILS TO <br />SHEATHING <br />RUS$ EA. PROVIDER" MINIMUM <br />NOTE: FOR (A) W SINGLE <br />FASTENER SCHEDULE' <br />ONCRETE EMBEDMENT. DBL <br />PLY, A PT SYP #22'X6"X4'-0" <br />A-(1)USP HTAIS TRUSS ANCHOR WITH (9) <br />TRAP, 1 EACH SIDE WRAPS UP <br />MAY BE ADDED W/ 10d <br />10d x 1 12" TO TRUSS. FL#17680 <br />NO OVER TRUSS (NOT <br />NAILS, 2 ROWS, 3" OC TO <br />8-(2) USP HTA10 TRUSS ANCHOR WITH <br />HOWN) <br />FACILITATE2-PLY <br />10d x 1 1/2" TO TRUSS EA STRAP. FL#17eW <br />BED IN CONJUNCTION WITH <br />CONNECTOR. <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />EAVY UPLIFT CONNECTOR <br />OVER TRUSS (NOT SHOWN) <br />L#17680 <br />(A) USP LGT2 W/ (5) 1/4"x3" POWERS WEDGE <br />x2, 2z WOOD FASCIA <br />BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) <br />IEE ARCHITECTURAL <br />#FL17240 (NOT 6HOAN) <br />x SECURED W (3) Red <br />(8) USP RFUS STEEL CONNECTOR WITH (4) <br />3ALV. COMMON NAILS. ENGINEERED WOOD <br />WEDGE BOLYS AND <br />3/2) <br />x2 SECURED W 10tl TRUSSES 024" O/C, <br />1x22z WOOD FASCIA <br />W <br />(12) WS3 3CREW5 F1A6223 <br />iALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />2' O/C FOR REVIEW <br />2x SECURED W/(3)led <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />1F 4 BOLTS ARE USED <br />1x2 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 />12' OAC <br />SEE SCHEDULE <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) <br />A ALLOWABLE UPLIFT = U:1870 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, L:1310LBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />1A 1B CALE "'_'' ' <br />000 <br />TYPICAL ROOF <br />GIRDER CONNECTOR(S) <br />2A 2B <br />scALE 34'=r ' <br />GIRDER CONNECTOR(S) <br />3/4" T & G SUBFLOOR GLUEDAND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />518" GYPSUM BOARD OR 12" HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />led TOENAILS <br />DOUBLE TOP PLATE <br />2X4 OR 2x8 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 />4 _. . <br />4 FLOOR TRUSS CONNECTION @ L.B.W. <br />SCALE: 3/4"=14'' (NO UPLIFT) <br />OUTER 113 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />DEPTH 1/4•D <br />—HOLE EDGE>5/8' <br />—HOLE DIAMETER <br />< 2/5-0 SGL. STUD <br />HOLE EDGE>50 <br />HOLE DIAMETER <br />< 3/5`D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 11-1'-0' <br />LSTA12 20 GAUGE <br />W/ 10dx12 HPG COMMON NAILS. <br />0 EACH END TOTAL OF 10 <br />FLOOR <br />GIRDER — <br />H174 W/5/8'A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB & (20) led x <br />2-12" NAILS TO POST. <br />POST TO SIT DIRECTLY <br />ON SLAB 1 <br />GIRDER/WOOD POST CONNECTIONS <br />5 <br />A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4- USP WEDGE-BOLT/J-BOLT, 5' MIN. <br />EMBED (20) 18d GALV. COMMON NAILS AND (8) Red VALV. COMMON NAILS. FL#17232 <br />B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3M- USP WEDGE-BOLT/J-BOLT, S' MIN. <br />EMBED (20) Red 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-BOLT, 5' MIN. <br />EMBED (36) iBd GALV. COMMON NAILS AND (10) Red VALV. 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) 18d GALV. COMMON NAILS AND (10) led VALV. COMMON NAILS. FL#17232 <br />E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W (4) 3/4" USP WEDGE-BCLT/J-BOLT, 5' MIN. <br />EMBED (36) led GALV. COMMON NAILS AND (10) led VALV. COMMON NAILS. FUM7232 <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=V-0' <br /># 1175 UPLIFT USP <br />HTWM20 W/1010d TO <br />TRUSS AND (4) 1/4" x 2 114" <br />TAPCONS TO COW <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 2 114" <br />TAPCONS TO COW <br />POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />�--- TAP CONS MIN. Z' <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 <br />SCALE: 3/4"=1'-0' <br />(2) 2X4 No.2 SYP DWG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d EA <br />TRUSSES WHERE <br />TRUSS (DIA.. BRACETO <br />-BRACING IS PRESENTAT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />0'4- TO 30'4- (1) "X' BRACE <br />SEAMS) <br />30'-1" TO 60'-013) "X" BRACE <br />ECURE 2x8 PT. PLATE <br />BRACE ® CENTER <br />TO BLK W/ 12" DIA <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/2' <br />FROM CENTER TO ENO. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY S" <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32"OC <br />MAX <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2xe <br />P.T. PLATE W 12d's 8" <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />ONT. 2x4 SECURED W <br />(21 10d's 0 EACH TRUSS <br />TO BE INSTALLED@ <br />10'-0" O.C. MAX <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />HEDUL <br />SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE IQj <br />5 112" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTSIJ43OLTS ARE <br />PLACED INTO GROUTED CELLS, 5' ALL AROUND <br />BOLT. <br />Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />°D <br />LAP A MIN OF 4'-0". <br />3. ALL BOLTS TO HAVE WASHERS <br />2: <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />1p g <br />CLOSER THAN 5' O/C. <br />5. IN LIEU OF HILTI PAPS, 1/4" DIA x 3" MASONRY <br />(2)- PT <br />SCREWS (TAP CONSI MAY BE USED, SAME <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />FEDGEOPACING <br />CBi1R IWAC&IB <br />A <br />DOUBLE 2X8 <br />1/7 <br />8" O/C <br />16, O/C <br />B <br />DOUBLE 218 <br />3/4" <br />8" C/C <br />24" O/C <br />C <br />DOUBLE Z110 <br />117 <br />8" O/C <br />16, O/C <br />D <br />DOUBLE 2.10 <br />3/4" <br />8" OrG <br />24•' O/C <br />E <br />DOUBLE 2.10 <br />314" <br />fill O/C <br />15' 0/C <br />F <br />DOUBLE 202 <br />3/4•' <br />6" O/C <br />17' O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=1'•0' <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: al4"=V-a' <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 (Ft 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 RT1eA (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 WND ARE <br />SUBJECT TO Ft AND F2 FORCES, <br />11 ALTERNATE MATERIALS <br />1 N. RONALD REAGAN 8LVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774.4078 <br />www.abdesWigroup.eom <br />AA 8: 0003325 <br />scrsD:v arroae <br />SILVERADO <br />LOT #9 <br />BLK. #12 <br />PllOJ�CT <br />04128,001-09121 <br />MODEMS <br />4EHB <br />"2605- HAYDEN" <br />GAiRAoa swa101 <br />RIGHT <br />FACIE <br />DETAILS <br />150 MPH EXP. B <br />rpvlzNT <br />Dw11/15/18 <br />sCMM 1/4"=1'-0" <br />sir <br />S3.1A <br />