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A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 1/2" TO TRUSS. FL#17680 <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 10 TO TRUSS EA STRAP. FL#17680 <br />OSL 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 />tx2 SECURED WI10d <br />GALV. COMMON NAILS <br />12"OIC <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFIWALL/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, 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 =Ud870 LBS, L:71 OLBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L:131 OLBS (2 STRAPS) <br />�� TYPICAL TRUSS/ <br />is i" GIRDER CONNECTORS) _ ° <br />OUTER 1/3 OF <br />SPAN ONLY <br />STM.- <br />PLATE <br />DEPTH 114'0 <br />—HOLE EDGE >60' <br />-HOLE DIAMETER <br />2/5"D SGL. STUD <br />HOLE EDGE >5/8" <br />01 <br />HOLE DIAMETER <br />< 3/5•D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 1/2"=7'-0" <br />ENGINEERED WOOD TRU <br />Q 24" OIC, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(2) USP HTA16 TRUSS ANCHOR <br />WITH (9) tOd 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 />'ROOFANALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE <br />NOTE: APT SYP #22"x4", <br />6", 8" x 4'-0" MAY BE ADDED <br />WI 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />B1� (A) USP LUGT2 WI "x3" POWERS <br />1jyJ� WEDGE BOLTS (16)16 )16 GALV, NAILS TO <br />TRUSS (2PLY) #FL17240 (NOT SHOWN) <br />(8) USP RFUS STEEL CONNECTOR WITH (4) <br />3/4"x8" WEDGE BOLTS AND <br />1x2, 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 />tx2 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 LEIS (2PLY) <br />B ALLOWABLE UPLIFT = U:9000 LBS, 1_:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />TYPICAL ROOF <br />2a 2b GIRDER CONNECTOR(S)SCALE' <br /># 1175 UPLIFT USP - <br />HTWM20 W/1010d TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br /># 1900 UPLIFT (2) USP <br />HTWM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/101Od 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 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />9 <br />SCALE: 3/4"=l'-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 TOft(2)10d. <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES)4'-0' <br />O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) -W BRACESEAMS) <br />30'-1" TO 69-0 (3)'OC BRACESECURE <br />2x8 PT. PLATE <br />(1) "X" BRACE @ CENTERTO <br />BLK W/ 1/2" DIA. <br />(2)'X' BRACE DIVIDED EQUALLYANCHOR <br />BOLT W/ 2" <br />FROM CENTER TO END.WASHER <br />SET IN HIGH <br />2x WOOD FASCIA,STRENGTH <br />EPDXY 6" <br />SEE ARCHITECTURALMIN. <br />EMBED. AT 32" OC <br />MAX. <br />PRE-ENG GABLE TRUSSSECURE <br />GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PERO.C. <br />MAX <br />TRUSS ENG)CONT. <br />2x4 SECURED W/ <br />s @ EACH TRUSS <br />TO BE INSTALLED <br />10'-W O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <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 (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 RTISA (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, <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"=l'-0" <br />1"I N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />wwwAbdosigngroup.00m <br />AA #: 0003325 <br />eUDDIV. a# IAT: <br />SILVERADO <br />LOT #8 <br />BLK #17 <br />PltojmcT <br />04128.002-08171 <br />MODRU <br />4EAB <br />%672-ARIA" <br />GAltAOZ 811MC : <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DRINT -4 <br />ATTO 12/03/19 <br />aCALE: 1/4"=1'-0" <br />a*== <br />S3.1Ali <br />