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A{i) SIMPSON HETA16 TRUSS ANCHOR WITH— <br />(9) 1 Od x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNVALUFLOOR <br />(12)16d x 1 }'NAILS TO TRUSS SHEATHING <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" <br />OVER TRUSS (NOT SHOWN) <br />C{l) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 1 Od x 3 }" NAILS TO GIRDER AND NOTE: APT SYP #2 2" x 4", <br />MAY O ADDED <br />(2) SIMPSON HETAI6 TRUSS ANCHORS 6", 8" x NAILS, <br />W/ 10d NAILS, 2 ROWS, 3" <br />WITH (12)16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />SElx2,2x 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" Or, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12" O/C FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = Ul810 LBS, 1-: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/ BC 4„= <br />GIRDER CONNECTOR(S) <br /># 1100 UPLIFT 1Od TSIMPSON <br />HTSM20 W/10 10d TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 1900 UPLIFT E SIMPSON <br />HTSM20 INSTALLED ON PRE-ENG TRUSS <br />OPPOSITE FACES OF <br />BLOCK WALL W/101Od TO <br />TRUSS AND H RS x 2 1/4" <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />CONT POURED LINTEL <br />TREN 2 ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0 <br />6'-0" MAX (W/1X4) <br />OR 10'-0" MAX (W/2X4) <br />1 x4 DIAGONAL <br />STM.CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />N d REQUIRED <br />BTM: CHORD OF <br />WOOD ROOF TRUSSES <br />lx4 BTM. CHORD BRACING 6'-0" OIC END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />1(Y-0" O/C MAXSECURED W/ (2)1 Od DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />/'+ p A <br />INTERSECTION TYP. /'� BTM" CHORD BRACING <br />r V 1 <br />SCALE: 3/4"=1'-0" <br />NOTCH DEPTH 1/4'D <br />HOLE EDGE>s/6'• <br />HOLE DIAMETER <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />-2/5'D SOL. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />SANo L°` <br />FOLLOWING <br />HOLE EDGE >518" <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />_ <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />M/ <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi 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 />ol <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON HiOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />BTM. HOLE DIAMETER <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE < 3/5•D DBL. STUD <br />SUBJECT TO F1 AND F2 FORCES. <br />STUD NOTCHING <br />�1AND BORING LIMITS <br />i; SCALE: 1 1/2"=1'-0" <br />ALTERNATE MATERIALS <br />11 <br />SCALE: 314"=1'-0" <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407.7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />a <br />w <br />I� <br />E <br />OL79DIV. & LrOT <br />ABBOTT PARK <br />LOT #14 <br />BLK #15 <br />PROJECT* <br />04181.000-14 51 <br />""'11 <br />408" <br />"DAKOTA" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DRINT <br />AB: oe/31/20 <br />OCALM 1/4"=1'-0" <br />a*M= <br />S3.1A <br />