Laserfiche WebLink
A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 12" TO TRUSS. FL#17680 <br />B42) USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 12" TO TRUSS EA STRAP. FL#17680 <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />1X2, 2x WOOD FASCIA SEE ARCHITECTURAL <br />2z SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />1X2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12" O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #22"x4", <br />6", W x W-O' MAY BE ADDED <br />W/ 1 Od NAILS, 2 ROWS, T' <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES Q 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:2430 LBS, 1_:1310LBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />Na (" GIRDER CONNECTOR(§) GALE: 34"=1'-0" <br />SEFJM <br />BACI®tBIOCK <br />THICKNESS <br />45D0 <br />3/4" WOOD PANELS <br />6000 <br />(2)1/2" WOOD PANELS <br />60 <br />(2)12• WOOD PANELS <br />90 <br />2x LUMBER <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG (JOIST <br />518" GYPSUM BOARD OR 1/2" HIGH <br />STRENGTH CLG. BOARD <br />SECURE IJOIST TO TOP PLATE <br />w/ (2)12d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 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 />I -JOIST CONNECTION @ L.B.W. <br />�SDALE:3/4"=V-0" (NO UPLIFT) <br />DEPTH IWO <br />—HOLE EDGE >5/8" <br />—HOLE DIAMETER <br />< 2/5'D SGL. STUD <br />OUTER 113 ( <br />SPAN ONLY <br />EDGE >518" <br />ENGINEERED WOOD TRU <br />24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(2) USP HTA16 TRUSS ANCHOR—� <br />WITH (9) 1 Dd 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 />"ROOFIWALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />6 % 8" x 4•-0•' MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />`— (A) USP LUGT2 W/ (5) 1 POWERS <br />GAL <br />WEDGE BOLT& (16)16 GALV. NAILS TO <br />TRUSS (2PLY) #FL17240 (NOT SHOWN) <br />(B) USP RFUS STEEL CONNECTOR WITH (4) <br />3/4"x6" WEDGE BOLTS AND <br />1 x2, 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 />ix2 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, 1_:1785 LBS (2PLY) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />TYPICAL ROOF <br />G7 "' GIRDER CONNECTOR(§) SCA :34"=1'-0" <br />L9 <br />TA12 20 GAUGE <br />W/ todx"2 HOG COMMON NAILS. <br />EACH END TOTAL OF 10 <br />LVUI-JOIST WITH - <br />BACKER BLOCK <br />HTTi6 W/5/8"A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB IL (20) PO z <br />• I 2-1Y1' NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB —� <br />88�5 <br />BACIERBLM <br />7MCK ES6 <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 1/2" WOOD PANELS <br />O <br />(2) T2• WOOD PARET.S <br />90 <br />2XLUMBER <br />)LVL/WOOD POST CONNECTIONS <br />5 SCALE: 3X'=1'-0 <br />_ u <br />A - USP TFL1716 G < 1230 LBS, U < 140 LBS W/ (2) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (6)10d GALV. COMMON NAILS TO HEADER AND (2)1Odz1-1/2" GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />01 <br />B - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) 3/4— WEDGE-SOLT/J-BOLT, 5" MIN. <br />EMBED (6)10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2" GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />BTM. OLE DIAMETER <br />BB- USP THF23160 G < 1335 LBS, U < 140 LBS W/ (2) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. <br />PLATE < 315•D OBL. STUD <br />EMBED (22) 10d GALV. COMMON NAILS TO HEADER AND (2)1 Odxl-1/2" GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />C - USP TH035160 G < 2280 LBS, U < 265 LBS W/ (4) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (12) Iod GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2" GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />D - USP HBPH7116 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLTIJ-BOLT, 5" MIN. <br />EMBED (16) i0d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. COMMON NAILS. <br />STUD NOTCHING <br />TO JOISTFL#25749 WOOD LEDGER <br />AND BORING LIMITS <br />ATTACHMENT DETAIL <br />O SCALE: i 1/2"=1'-0" <br />,� SCALE: 3!4"=1'-0" <br />6'-0" MAX (W/1X4) <br />OR t0'-0" MAX (W/2X4) <br />If 1175 UPLIFT USP <br />HTWM20 W/1010d TO <br />TRUSS AND (4) 1/4" x 2 114" <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 2114" <br />TAPCONS TO CONT <br />POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3) 12d Q EA <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0•-0" TO 30'-0" (1) "X" BRACE <br />30'-1"TO 60--0 (3)'X' BRACE <br />(1) "X" BRACE ®. CENTER <br />(2)'W BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />iz4DIAGONAL <br />SEE ARCHITECTURAL <br />BTM.CHORD <br />PRE-ENG GABLE TRUSS <br />BRACING, SEE <br />PLAN FOR LOCATION <br />STIFFBACK (ASPER <br />MAY NOT BE <br />REQUIRED <br />TRUSS ENG) <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />ix4 BTM. CHORD BRACING 6'-0" O/C `—END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2)1Od DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3/4"=1'-0" <br />24" 24' MAX. W/ IOST W END <br />B" MAX. SPACING <br />END w/IJOIST T <br />ACIN SEE FRAMING PLAN TYP TY? END I <br />MAX MAX MAX LEDGERBD. <br />12'EXP. (2)2X8 SYP P.T. d FROM EDGE (2)2X12 SYP P.T. 3/4'EXR <br />BOLT/J-BOLT W/2' LEDGER BOARD LEDGER BOARD TO BOLTIJEOLT W/2' <br />WASHER 8 5 12- TO BE USED 1. ENSURE THAT EXP. BE USED WITH I -JOIST WASHER 4 512' <br />MIN. EMBED. (TYP) WUH (-JOIST BOLTSIJ-BOLTS ARE PLACED MIN. EMBED. (TYP) <br />INTO GROUTED CELLS, W ALL <br />AROUND BOLT. FI <br />2. SPLICE OF FRONT AND REAR L <br />LEDGER SHOULD LAP A MIN OF <br />Z 3 <br />m 3. ALL BOLTS J- HAVE WASHERS (2) 2X12m <br />4. EXP. BOLTS/J410LTS SHOULD SYP PT <br />NOT BE ANY CLOSER THAN 6" <br />Z Z 5CO <br />5. ONLY LEDGER IN DIRECT (2) 2X8 CONFACT (REAR LEDGER) WRH ESYP PT CMUREWIRED TO BE PT. LE <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />END SIWMO <br />CEIMIAL SPNMG <br />A <br />DOUBLE SYP 2x8 <br />12" <br />8" MAX. <br />24" O/C MAX. <br />B <br />DOUBLE SYP 2x12 <br />(2) 3IN' <br />8" MAX. <br />24" O/C MAX. <br />&� 1-JOIST WOOD LEDGER DETAIL <br />1 V SCALE: 3/4"=1'-0" <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4• 0- O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x8 PT. PLATE <br />TO BLK W/ 1/2" DNA. <br />ANCHOR BOLT W/ Y' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" <br />MIN. EMBED. AT 32" OC <br />MAX. <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W112d's 8" <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2)10d•s @ EACH TRUSS <br />TO BE INSTALLED <br />101-0" O.C. MAX. <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 />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 LATERALLOADS DUE TO WINDAND REQUIRE <br />Q <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 />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngmup.com <br />AA #: 0003325 A <br />1 <br />V <br />W <br />W <br />O <br />�F <br />g <br />� <br />s <br />2 <br />sUBDIV & LOT: <br />ABBOTT PARK <br />LOT #40 <br />BLK #9 <br />PROJECT# <br />04181.000-40093 <br />MODEL: <br />3EEB <br />"2260-ELSTONf1 <br />GARAGE STUNG: <br />LEFT <br />PACE: <br />DETAILS <br />(I -JOIST) <br />160 MPH EXP. C <br />11 <br />I <br />PRINT 11/20/19 <br />DATE; <br />scALE: 1/4"=1'-0" <br />a*IEET <br />S3.1A <br />