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ENGINEERED WOOD TRUSSE <br />PLYWOOD SHEATHING, SEE <br />0 24" OlC, SUBMIT SHOP <br />"ROOFNVALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />PLYWOOD SHEATHING, SEE <br />(2) USP HTA16 TRUSS ANCHOR <br /># UPLIFT USP <br />"ROOFANALL/FLOOR <br />WITH 9 10d x 1 10 NAILS TO <br />O <br />WM TO <br />HTWM20 <br />SHEATHING <br />TRUSS EA. PROVIDE 4"MINIMUM <br />NOTE: FOR (A) W/SINGLE <br />D (4)1/41010d x <br />TRUSS AND (4)1/4" x 21/4" <br />FASTENER SCHEDULE" <br />CONCRETE EMBEDMENT. DBL <br />PLY, A PT SYP #27'XV-X4'-U' <br />TAPCONS TO CONT <br />HTA16 TRUSS ANCHOR WITH (9) <br />STRAP, 1 EACH SIDE WRAPS UP <br />MAY BE ADDED W/ 10d <br />POURED LINTEL <br />10d x 1 T <br />10tl x 1 12" TO TRUSS. FL#17680 <br />AND OVER TRUSS (NOT <br />NAILS, 2 ROWS, 3" O/C TO <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />SHOWN) <br />FACILITATE 2-PLY <br /># 1900 UPLIFT (2) USP <br />10d x 1 1/7' TO TRUSS EA STRAP. FL#17680 <br />USED IN CONJUNCTION WITH <br />CONNECTOR. <br />HTWM20 INSTALLED ON <br />PRE-ENG TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />HEAVY UPLIFT CONNECTOR <br />OPPOSITE FACES OF <br />OVER TRUSS (NOT SHOWN) <br />FL#17680 <br />BLOCK WALL W/1010d TO <br />1z2, 2x WOOD FASCIA <br />(A) USP LUGT2 W/ (5)1/4'k3" POWERS <br />TRUSS AND (4)114" x 2 114" <br />TAPCONS TO CONT <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />WEDGE BOLTS (16)16 GALV. NAILS TO <br />TRUSS (2PLV)#FL17240 (NOT SHOWN) <br />POURED LINTEL <br />2x SECURED W/(3)160 <br />(B) USP RFUS STEEL CONNECTOR WITH (4) <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />3/4N6' WEDGE BOLTS AND <br />lx2 SECURED W/ 10d TRUSSES @ 24" OlC, <br />1x2. 2x WOOD FASCIA <br />(12) W53 SCREWS FL#6713 <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />17' O/C FOR REVIEW <br />2(SECURED W/ (3)16d <br />AND APPROVAL <br />GALV, COMMON NAILS. <br />IF 4 BOLTS ARE USED <br />lx2 SECURED W/ 10d <br />MASONRY BND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS <br />BEAM SOLID, W EACH WAY OF BOLTS <br />MASONRY BOND BEAM <br />12' O/C <br />SEE SCHEDULE <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 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, L1310LBS (2 STRAPS) <br />TAP CONS MIN. 7' <br />COVER 7' APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />1a 1b S6A '-' <br />�a <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTORS) <br />2b <br />4 <br />3 <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/(3)12d 0 EA TRUSSES WHERE <br />TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0' (1) "X" BRACE SEAMS) <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />(1) "X" BRACE ® CENTER TO BLK W! 1/Y' OIA. <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W! 7' <br />6'-0" MAX (W/1X4) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />R 10'-0" MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL MIN. EMBED. AT 37' OC <br />MAX. <br />lx4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />BTM. CHORD <br />BRACING, BEE <br />P T. PLATE W! 12d's 8" <br />STIFFBACK (AS PER O.C. MAX <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2x4 SECURED W! <br />i5 U p; <br />MAY NOT BE <br />12)10d's Q EACH TRUSS <br />[� a <br />F <br />REQUIRED <br />NSTALL <br />TO BE IED 0 <br />10'-0" O.C. MAX. <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />lx4 BTM. CHORD BRACING 6-0" O/C <br />END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />NAILS AT EACH HORD <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />COMMON <br />INTERSECTION TYP. <br />BTM. CHORD BRACING <br />' PRE-ENG'D TRUSS SCALE 314"=1'-0" <br />NOT USED <br />SCALE: 3l4''=V-0' <br />5 <br />NOT USED <br />4 <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 114'1) <br />P HOLE EDGE>516" <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />HOLE DIAMETER <br /><215•D SGL. STUD <br />OUTER 1/3 OF <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES <br />HOLE EDGE >5/6' <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, Ft, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO FI AND F2 FORCES. <br />BTM, HOLE DIAMETER <br />PLATE < 3/5'1) DBL. STUD <br />STUD NOTCHING <br />NOT USED <br />NOT USED <br />ALTERNATE MATERIALS <br />11 <br />AND BORING LIMITS <br />9 <br />10 <br />SCALE:3/4"=V-0„ <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774.4078 <br />wwwAbdeslgngroup.com <br />AA #: 0003325 <br />Q <br />Stmz) . & LoT <br />ABBOTT PARK <br />LOT #2 <br />BLK #8 <br />PROJECTIL <br />04181.000-02081 <br />MODEZA <br />4EAB <br />"1672—ARIA" <br />GARAGE 8RSNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DATE: 09/12/19 <br />8CA=: 1/4"=1'-0" <br />skim= <br />S3.1A <br />