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A41) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE <br />(9) 10d x 1 } NAILS TO TRUSS PLYWOOD SHEATHING, <br />B-(2) SIMPSON HETAI6 TRUSS ANCHOR WITH <br />(12)16d x 1 J" NAILS TO TRUSS SHEATHING <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" <br />OVER TRUSS (NOT SHOWN) <br />C{t) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 }" NAILS TO GIRDER AND NOTE: APT SYP #2 2" z E <br />(2) SIMPSON HETA16 TRUSS ANCHORS 6", 8" x 4'-0" MAY BE ADDED <br />WITH (12)16d x 3 J" NAILS TO GIRDER OW/ 10d /C TO FAILS, 2 RO 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 />112 SECURED WI 10d TRUSSES @ 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 = U:1810 LBS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, 1-1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT =U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />�A �e �C ;;_ <br />GIRDER CONNECTORS) <br />p 1100 UPLIFT SIMPSON <br />HTSM20 LIFT SIMPSON <br />TO <br />TRUSS AND (4)1l4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />H 1900 UPLIFT (2) EDONSIMPSON <br />HT POST INSTALLED ON PRE-ENG TRUSS <br />OPPOSITE FACES OF <br />BLOCK WALL )1/4 10d TO <br />2 1/4" <br />TRUSS AND ANCHORS <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />CONT POURED LINTEL <br />TITEN 2 ANCHORS MIN. 2" COVER & 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 �A� �4.=,•� <br />(2) 2X4 No.2 SYP DIAG. 20 BLOCKING BETWEEN <br />BRACE W/ (3)12d ® 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 0 CENTER TO BILK 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 />�R 10'-0" MAX (W/2X4) <br />2x WOOD FASCIA, ' <br />MSTRENGTH IN. MBEDEP0032" <br />SEE ARCHITECTURAL <br />MAX. <br />1x4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />BTM, CHORD <br />BRACING, SEE <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER O.C. MAX <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 20 SECURED W/ <br />U a MAY NOT BE <br />13 <br />(2)1 Dd's @ EACH TRUSS <br />Fqy d REQUIRED <br />�Z_ <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />. - <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />ix4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />1(Y-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />BLOCK WALL W/ GABLE END <br />INTERSECTION TYP. <br />CHORD BRACING <br />tl <br />% PRE-ENG-D TRUSS SCALE: 3/4"=l'-0-0" <br />BTM. <br />6 <br />SCALE: 3/4"=1'-0` <br />NOTCH DEPTHI/4"D <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 />< 2/5"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 (F1 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 />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 />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />ol <br />SUBJECT TO F1 AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5"D DBL. STUD <br />STUD NOTCHING <br />ATE MATERIALS <br />AND BORING LIMITS <br />8 SCALE: 1 1/2"=1'-0' <br />SCALE:34"=1'0 <br />1441 N. RONALD REAQAN BI <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />wwwAbdeslgngroup.com <br />AA M; 0003325 <br />M <br />r <br />Y <br />�a <br />atTODlV ae LOT <br />ABBOTT PARK <br />LOT #11 <br />BLK #10 <br />PROM.CTIP <br />04181.000-11102 <br />MODEU <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />