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A{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x i }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFM/ALLIFLOOR <br />(12)16d x 1 }'NAILS TO TRUSS SHEATHING FASTENER SCHEDULE' <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", <br />(16) 10d x 3 e NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED <br />(2) SIMPSON HETA76 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />WITH (12)16d x 3 J" NAILS TO GIRDER O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />,x2 SECURED W/ 10d TRUSSES 0 24" O/C, <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 = U1810 LBS, L:770 LBS (1 PLY) <br />8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />c ALLOWABLE UPLIFT= u z7o6 Les (2 PLY) <br />TYPICAL TRUSS/ <br />1a 1b 1c GIRDER CONNECTOR(S) S =1 <br /># 1100 UPLIFT SIMPSON <br />HTSM20 W/10 tOd TO <br />TRUSS AND HORS" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 1900 UPLIFT (2) EDONSIMPSON <br />INSTALLED ON PRE-ENG TRUSS <br />OPPOSITE <br />OPPOSITE FACES OF <br />BLOCK WALL W/10 ,Od TO <br />TRUSS AND (4)1/4" x 2 114" <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />CONT POURED LINTEL <br />TITEN 2 ANCHORS MIN. <br />z" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 scnLE:s/4=, <br />6'-0" MAX (W/1X4) <br />OR 10'-0" MAX (W/2X4)� <br />,x4 DIAGONAL <br />BTM.CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />Fa.} MAY NOT BE <br />V- 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 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />101-0" O/c MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />/� �+ <br />INTERSECTION TYP. ^ BTM. CHORD BRAYING <br />/ G <br />v <br />SCALE: 3l4"=1'-0" <br />NOTCH DEPTH 114"13 <br />HOLE EDGE <br />HOLE DIAMETER <br />THE USE OF ALTERNATE MATERIALS MAY BE <br /><2/5•D SGL. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER 113 °F <br />FOLLOWING <br />SPAN ONLY <br />HOLE EDGE >5/8" <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 />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 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 />01 <br />THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON H10A 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 />AND BORING LIMITS <br />ALTERNATE MATERIALS <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />wwwAbdoslgngroup.com <br />L AA #: 0003325 <br />Pi <br />b <br />o <br />� <br />_ <br />him <br />u} <br />a <br />�fill <br />BLTBDIV. a L074 <br />ABBOTT PARK <br />LOT #22 <br />BLK #8 <br />PROJECT* <br />04181.000-22081 <br />"Dsti 1408" <br />"DAKOTA" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E C <br />