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HTAANCHOR WITH (9) PLYWOOD SHEATHING, SEE <br />10d x 1 12" TO TRUSS. FL#17680 <br />IOd x 1 1/ "TO TRUSS. <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) "ROOFNJALLIFLOOR <br />10d x 1 12" TO TRUSS EA STRAP. FW 7680 SHEATHING <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" <br />OVER TRUSS (NOT SHOWN) <br />NOTE: A PT SYP #2 2" x 4", <br />6", 8" x 4'-0" MAV BE ADDED <br />WI iOd NAILS, 2 ROWS, 3" <br />OIC TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />SE 2x WOOD FASCIA ANCHOR REQUIREMENTS. <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1x2 SECURED W/ 10d TRUSSES @ 24" O/C, <br />GALV, COMMON NAILS SUBMIT SHOP DRAWINGS <br />12" OX: FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L:131 OLBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />1b j <br />1GIRDER CONNECTORS) L =1 <br /># 1175 UPLIFT USP <br />HTWM20 W/1010d TO <br />TRUSS AND ( CON x 2 t/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br /># tWM UPLIFT (2) USP <br />HTWM20 INSTALLED ON PRE-ENG TRUSS <br />OPPOSITE FACES OF <br />BLOCK WALL WHO tOd TO <br />TRUSS AND ( CON x 2 1/4" <br />POURED IN CONT CONTINUOUS BOND BEAM <br />POURED LINTEL <br />TITEN 2 ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=V-0" <br />(2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN <br />W/ BRACE (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) W BRACE SECURE 2x8 PT. PLATE <br />(1)'ON BRACE 0 CENTER TO BLK W/ 12" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" <br />6'-0" MAX (W/1X4) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />OR 10'4" MAX (YV/ZX4) <br />2x WOOD FASCIA, EPDXYSTRENGTH <br />�K <br />AT32" OC SEE ARCHITECTURAL MIN. EMBED <br />MAX. <br />1x4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />BTM. CHORD <br />P.T. PLATE W/ 12d's 8" <br />BRACING, SEE <br />STIFFBACK (AS PER O.C. MAX <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2x4 SECURED WI <br />U a MAY NOT BE <br />(2)1 Od's ® EACH TRUSS <br />FQ� a REQUIRED <br />TO BE INSTALLED <br />r, <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" 0/C END WALL OR OTHER <br />MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />-0 10•" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />BLOCK WALL W/ GABLE END <br />INTERSECTION TYP. �-� BTM. CHORD BRACING <br />a <br />' PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" <br />v SCALE: 3�4"=1'-0" <br />NOTCH DEPTH IWO <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />HOLE EDGE>N" <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br />< 2I5.0 SGL. STUD <br />OUTER 113 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 (Ft AND F2) LOAD CAPACITIES <br />HOLE EDGE >5/8" <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 />_ <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A USP RT1SA (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 />OL <br />SUBJECT TO FI AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5"D DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 12"=1'-0" <br />SCALE:34"=1'-0" <br />1441 N. RONALD REAGAN 8i <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX- 407-7744078 <br />www.abdosigngroup.com <br />AA N: 0003325 <br />04 <br />ra <br />� <br />agQ <br />■ <br />At <br />8vsaiv. ae LOT <br />ABBOTT <br />PARK <br />LOT #6 <br />BLK #10 <br />PROJECT# <br />04181.000-06103 <br />MOaEX4 <br />3EKB <br />"1405- KEYSTONE" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />FPSINT n� <br />Dw11/25/19 <br />8CAI.E: 1/4"=1'-0" <br />8*IZZT <br />S3.1A <br />