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A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 1)2" TO TRUSS. FL117680 <br />B42) USP HTAI6 TRUSS ANCHOR WITH (9) <br />10d x 1 1/2' 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 WI (3)16d <br />GALV. COMMON NAILS. <br />IX2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12" O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFIWALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #22"x4", <br />6", 8" x W-0" MAY BE ADDED <br />W/ IDd NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES @ 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, LA 310LBS (2 STRAPS) <br />1 a 1 b TYPICAL TRUSS/ Sam <br />GIRDER CONNECTORS) <br />sm <br />BACI113t BU= <br />THDBE88 <br />45W <br />3/4' WOOD PANELS <br />6000 <br />(2)1W WOOD PANELS <br />80 <br />(2)1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />314" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG (JOIST <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />STRENGTH CLG. BOARD <br />SECURE (JOIST TO TOP PLATE <br />W/ (2) 12d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 2z6 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 />�* 6CALE:3/4"=V-0" (NO UPLIFT) <br />DEPTH IWD <br />—HOLE EDGE >518" <br />—HOLE DIAMETER <br />< 2/5-D SGL. STUD <br />OUTER 4/3 OF <br />SPAN ONLY <br />EDGE >5/8" <br />24" OIC, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(2) USP HTAI6 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 />"ROOFAVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />6", B" x 4'-0" MAY BE ADDED <br />W/ 1Dd 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)1/4"0" POWERS <br />WEDGE BOLT& (16)16 GALV. NAILS TO <br />TRUSS (2PLY) #FLI7240 (NOT SHOWN) <br />(B) USP RFUS STEEL CONNECTOR WITH (4) <br />3/4'W" WEDGE BOLTS AND <br />1z2, 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 />W SECURED W/ IN 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 (2PLY) <br />B ALLOWABLE UPLIFT = U:9000 LBS, LA310 LBS (4 WEDGE BOLTS IN RFUS) <br />TYPICAL ROOF <br />2a 2b GIRDER CONNECTOR(S)SCA=1� <br />1B3TIE8 <br />BAOmKOIX <br />TH0Q1FA8 <br />4500 <br />314" WOOD PANELS <br />8000 <br />12) i/2' WOOD PANELS <br />80 <br />(2)1/2' WOOD PANELS <br />90 <br />2x LUMBER <br />LSTA12 20 GAUGE <br />W/ tOdxll2 HDG COMMON NAILS. <br />EACH END TOTAL OF 10 <br />LVUWOIST WITH <br />BACKER BLOCK <br />HTT16 W/ 5/8" A.B. WITH <br />MIN. T EMBEDMENT <br />TO SLAB 8 (20) 16d z <br />2-1 Y2" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />4. <br />�LVL/WOOD POST CONNECTIONS <br />.7 SCALE: 314"=V-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) 10dxl-1/2" GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />011 <br />B - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"1 WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (6)10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-l/2" GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />BTM. HOLE DIAMETER <br />BB - USP THF23160 G < 1335 LBS, U < 140 LBS W/ (2) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. <br />PLATE < 3/5'D DBL. STUD <br />EMBED (22)1 Od GALV. COMMON NAILS TO HEADER AND (2)1 Odxt-1/2" GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />C - USP TH035160 G < 2280 LBS, U < 265 LBS Wl (4) 314'" WEDGE-BOLT/J$OLT, 5" MIN. <br />EMBED (12)10d 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-BOLT/J-BOLT, 5" MIN. <br />EMBED (16)1Dd GALV. COMMON NAILS TO HEADER AND (10)16d GALV. COMMON NAILS. <br />TO JOIST FL#25749 <br />STUD NOTCHING <br />WOOD LEDGER <br />BORING LIMITS <br />ATTACHMENT DETAIL <br />AND <br />8 SCALE: 1 1/2"=1'-0" <br />9 <br />SCALE: 3/4"=1'-0" <br />6'4" MAX (W/1X4) <br />OR 10'-0" MAX (W/2X4)r <br /># 1175 UPLIFT USP <br />HTWM20 W11010d 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 2 1/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />2" COVER & 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3)12d @ EA. <br />TRUSS (DIAG. BRACETO <br />COVER 5 TRUSSES) <br />0'-0" TO 30--0" (1) "X" BRACE <br />30-V TO 60'-0 (3)'W BRACE <br />(1) "X" BRACE 6 CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />IX4 DIAGONAL <br />SEE ARCHITECTURAL <br />STM. <br />PRE-ENG GABLE TRUSSBRA—� <br />HOSEE <br />PLAN FOR LOCATION <br />STIFFBACK (AS PER <br />MAY NOT BE <br />TRUSS ENG) <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />1x4 BTM. CHORD BRACING 6'-0" 0/C —� -- END WALL OR OTHER <br />MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />IU-X O/C MAXSECURED Wl (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYR(::: �BTM.HORD BRACING <br />SCALE: 3/4"=V-0" <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'4" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x8 PT. PLATE <br />TO BLK W/ 1/2" DIA. <br />ANCHOR BOLT W/ 7' <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 W/ 12d's 8" <br />O.C. MAX <br />CONT. 2X4 SECURED W/ <br />(2)1 Od's @ EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />7 BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:34"=1'-0" <br />24" <br />24- MAX. �IJOIST <br />6" MAX. <br />SPACING <br />END wa-JOIST <br />ACIN <br />SEEF IN PLAN <br />TYP <br />rm <br />P <br />END OF <br />MA% MAx MAX <br />LEDGrT--fER BD. <br />�,T, <br />')) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />Pp <br />W/2' <br />a <br />EDGE <br />L2E02GERBOARDTO <br />EXP <br />B�.T/aTW/2- <br />USED SO LONG AS THEY CONFORM TO THE <br />BOLT/J-BOLT1DERBOARD <br />WASHERa81/2' y.ORH�1.08T <br />1.ENSURETHATEXP. <br />BE USEDWRHIJOIST <br />MIN. EMBED. (7YP) <br />BOLTS/J43OLTS ARE PLACED <br />MIN. EMBED. MP) <br />FOLLOWING <br />INTO GROUTED CELLS, WALL <br />AROUNDSOLT. FRONT <br />2. SPLICE OF FRONT AND REAR LEDGER <br />LEDGER SHOULD LAP A MIN OF <br />2 4'0. i <br />3. ALL BOLTS TO HAVE WASHERS (2) 2X12 m <br />4. TB BOYCL BOLTSSHOULD gVP Pf <br />NOT SE ANV CLOSER THAN 8- <br />2 O/C. 2 <br />m � 5. ONLY LEDGER IN DIRECT m i <br />(2) 2X8 CONTACT (REAR LEDGER) WITH REAR <br />SYP PT CMU REQUIRED TO P.T. LEDGER <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />@D BPACBp <br />CBTIRAI. BPIICBiB <br />A <br />DOUBLE SYP 2x8 <br />1/2" <br />8" MAX. <br />24. O/C MAX. <br />B <br />DOUBLE SYP 2xl2 <br />(2) 3/4" <br />8" MAX. <br />24" OIC MAX. <br />10 I -JOIST WOOD LEDGER DETAIL <br />SCALE: 3/4"=V-0" <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#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, FI, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />11 ALTERNATE MATERIALS _ <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH: 407-77443078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />y <br />>stmz) " Ae LOT. <br />ABBOTT <br />PARK <br />LOT #42 <br />BLK 9 <br />PROJECT/ <br />04181.000-42093 <br />MODZT. <br />3EEB <br />"2260—ELSTON" <br />GARAGE 81rIIMG: <br />LEFT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />60 MPH EXP. <br />EC <br />DARTE: 11/20/19 <br />8CALE: 1/4"=1'-0" <br />eHEET <br />s3.1A <br />