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-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(B) 1 Od x 1 I'NAILS TO TRUSS <br />42) SIMPSON HETA76 TRUSS ANCHOR WITH <br />(12) 16d x 1 J" NAILS TO TRUSS <br />OBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 1 Od x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 J" NAILS TO GIRDER <br />W, 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 />12"O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br /># 1100 UPLIFT SIMPSON <br />"ROOFIWALUFLOOR <br />SHEATHING HTSM20 W/14)1/TO <br />TRUSS AND HORS" x 2 1/4" <br />FASTENER SCHEDULE" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) SIMPSON <br />6", 8" x X-0" MAY BE ADDED HTSM20 INSTALLED ON PRE-ENG TRUSS <br />W/ 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO BLOCK WALL )11010d TO <br />TRUSS AND HORS" x 2 1/4 <br />ACCOMMODATE TRUSS " <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />ANCHOR REQUIREMENTS. <br />CONT POURED LINTEL <br />ENGINEERED WOOD <br />TRUSSES Q 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, LA430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />1a 1b 1c TYPICAL TRUSS/ -0 <br />GIRDER CONNECTOR(S) <br />6'-0" MAX (W/1X4) <br />1. OR 10'4" MAX (W/2X4) <br />1x4 DIAGONAL <br />BTM.CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />tx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER <br />MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD �+ �L <br />INTERSECTION TYP. BTM" CHORD BRACING <br />6 SCALE: 3/4"=1'-0" <br />DEPTH 1/4"D <br />—HOLE EDGE -5/8" <br />—HOLE DIAMETER <br />< 2/5"0 SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />LIMITS <br />O SCALE: 1 1/2"=1'-0" <br />EDGE >5/8" <br />HOLE DIAMETER <br />< 315"0 OBL. STUD <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-9' <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 SIMPSON H1 OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 <br />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. RONAL.D REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />Z <br />44 <br />llii <br />0 <br />Ovzialy ae LOT: <br />ABBOTT PARK <br />LOT #5 <br />BLK #15 <br />PROJECT# <br />04181.000-05151 <br />MODW, <br />1408" <br />"DAKOTA" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH IV, C <br />Dmarr <br />AT : 08/13/20 <br />OCALE: 1/4"=1'-0" <br />OItEET <br />S3.1A <br />