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PLYWOOD SHEATHING, SEE <br />'ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />10dxl 112"TOTRUSS. FL#17680 <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />lod x 1 11 <br />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 W/ (3)16d <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12" 0/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <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, W <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, L:1310LBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />is iu GIRDER CONNECTOR(S) SCALE. 3/4"-1 0" <br />!m <br />sAcmiOG( <br />Imaw38 <br />4500 <br />3/4' WOOD PANELS <br />6000 <br />(2)1/2" WOOD PANELS <br />60 <br />(2) 1/2' WOOD PANELS <br />90 <br />2x LUMBER <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG h)OIST <br />5/8' GYPSUM BOARD OR 1/2" HIGH <br />STRENGTH CLG. BOARD <br />SECURE I -JOIST 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 SEPT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />112" GYP. WL. BD. <br />I -JOIST CONNECTION L.B.W. <br />4 SCALE:3/4'=1'-0' (NO UPLIFT) <br />OUTER 113 ( <br />SPAN ONLY <br />ENGINEERED WOOD TRL <br />C 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(2) USP HTA16 TRUSS ANCHOR 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 />DEPTH <br />—HOLE EDGE >543" F• <br />—HOLE DIAMETER <br />< 2/5'D SGL. STUD <br />EDGE>5/8" <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />1X2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />1 Z' O/C <br />NOTE: A PT SYP #2 2" x 4", <br />6', 8' x 4'-0" MAY BE ADDED <br />W/ IDo 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)114-XT POWERS <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 />(12) WS3 SCREWS FL#6223 <br />IF 4 BOLTS ARE USED <br />'eLMAIONRY BOND \\— ENSURE THAT CELLS ARE GROUTED <br />BEAM SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LSS, L:1785 LBS (2PLY) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />TYPICAL ROOF <br />2a 2b GIRDER CONNECTOR(S) <br />SCALE:34'=i'-0 <br />LSTA12 20 GAUGE <br />W/ 10dxl/2 HDG COMMON NAILS. <br />0 EACH END TOTAL OF 10 <br />Zip <br />' <br />81 <br />BALmKODL <br />1MtlOi0 <br />4500 <br />3/4' WOOD PANELS <br />6000 <br />(2)1/2" WOOD PANELS <br />60 <br />(2)1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />LVUI-JOIST WITH <br />BACKER BLOCK <br />HTT16 WI <br />MIN. 7" El <br />TO SLAB <br />2-1/2" NA <br />POST TO <br />ON SLAB <br />51LVL/WOOD POST CONNECTIONS <br />SCALE: 3/4"=1'-0' <br />Mill <br />Imillimills <br />I■�t <br />—,—I�t■ <br />_0 <br />A - USP TFL7716 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED IS) 10d GALV. COMMON NAILS TO HEADER AND 12) IW-117 GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />B - USP TFL2316 G < 1230 LBS, U < 140 LSS W/ (2) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (6) 10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-112" GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />BTM. HOLE DIAMETER <br />BB • USP THF23160 G < 1335 LBS, U < 140 LBS Wl (2) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. <br />PLATE < 3/6"D DBL. STUD <br />EMBED (22) 10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1IZ' 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) 1Do GALV. COMMON NAILS TO HEADER AND (2)10dx1AZ 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) 1Od 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 />8 SCALE: 1 1/2 =1'-0 <br />9 <br />SCALE: 3/4"=V-0" <br />1111175 UPLIFT USP <br />HTWM20 W11010d TO <br />TRUSS AND (4)1W 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 WAD 10d TO <br />TRUSS AND (4)114" x 2 114" <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 <br />SCALE: 314"=1'-0' <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d EA <br />TRUSSES WHERE <br />TRUSS(DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0' O.C. (AT SHEATHING <br />0'-0- TO 30--0" (1)'X" BRACE <br />EAMS) <br />30'.1' TO 60'-0 (3) "X" BRAGE <br />ECURE 2x8 PT. PLATE <br />6'-0" MAX (WI1X4) <br />(1) "X" BRACE CENTER <br />O BILK W/ 12' DIA. <br />10'-0" MAX (W/2X4) <br />I <br />VICOR <br />BOLT Wl2" <br />�I" 7K- <br />FROM CENTER ENDEQUALLY <br />ASHER SET IN HIGH <br />2x WOOD FASCIA, <br />[JANCHOR <br />TRENGTH EPDXY 8" <br />SEE ARCHITECTURAL <br />IN. EMBED. AT 32"OC <br />ixb DIAGONAL <br />BTM. CHORD <br />PRE-ENG GABLE TRUSS <br />ECURE GABLE TO 2x8 <br />BRACING, SEE <br />.T. PLATE W/ 12d's 8" <br />PLAN FOR LOCATION <br />STIFFBACK (ASPER <br />.C. MAX <br />MAY N T BE <br />REQUIRED <br />TRUSS ENG) <br />ONT. 2x4 SECURED W/ <br />) tOd'a 0 EACH TRUSS <br />TO BE INSTALLED 0 <br />BTM. CHORD OF <br />10'-0" O.C. MAX <br />IT _ TT TL <br />WOOD ROOF TRUSSES <br />10 BTM. CHORD BRACING 94r 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)10d 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' MM. w/ (JOIST S8' END <br />B" MAX <br />END W/(-JOIST Rlwayao BTMrYP TW P <br />WACINQ I SEE FRAMING PLAN END OF <br />MAX MAX MAX LEDGER BD. <br />12' OF.. (2) 2X8 SYP P.T. W EDP (2) 2X12 SYP P.T. <br />BOLT/J-BOLT W/2' LEDGER BOARD LEDGER BOARD TO BOLT/J-SDLTW/2 <br />WASHER 8 SVC TO BE USED 1. ENSURE THAT EXP. BE USED WITH (JOIST WASHER & 51 <br />MIN. EMBED. (TYP) WITH <br />1-JOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED. (TYP) <br />INTO GROUTED CELLS,8'ALL <br />AROUND BOLT. FROM <br />2. SPLICEOFFRONT ANIO REAR LEDGER <br />LEDGER SHOULD LAP A MIN OF <br />Z 3.A i <br />m 3. ALL BOLTS TO HAVE WASHERS (2) 2X12 00 <br />4. EX, <br />. SOLTS/J-BOLTSSHOIAD <br />NOT BE ANY CLOSERTHANB' SYP PT <br />Z O/C. 2 <br />�o 5. ONLY LEDGER d1 DIRECT <br />(2) 2X8 CONTACT (REAR LEDGER) WITH <br />REAR <br />SYP PT CMU REQUIRED TO BE P.T. LEDGER <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />iDMAfJ18 <br />011INWABFACNO <br />A <br />DOUBLE SYP 2L8 <br />1/2' <br />8' MAX <br />24' O/C MAX. <br />B <br />DOUBLE SYP 2L12 <br />(2) 3/4" <br />8' MAX <br />24" O/C MAX. <br />I -JOIST WOOD LEDGER DETAIL <br />10 SCALE: 3/4'=1'-0' <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE:&4'=i'-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 UITERAL (F1 AND F2) LOAD CAPACITIES <br />AS THE ONE SPECIFIED, CONCURRENTLY. ITSHOULD 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 AND <br />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 Fl AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4'=I'-O' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdes4pigoup.com <br />L AA #: 0003325 <br />i <br />J <br />s <br />9F <br />b <br />sysa:v. as Loa: <br />ABBOTT PARK <br />LOT #34 <br />BLK. #S <br />r�eoascr <br />04 - 40 <br />MOIDDZU <br />3EEB <br />"2260—ELSTON" <br />GwRAGS swixos <br />RIGHT <br />PAGI: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />