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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />OD <br />(0) tOd x 1 ?" NAILS TO TRUSS PLYWO SHEATHING, SEE <br />"ROOF/WALL/FLCOR <br /># 1100 UPLIFT SIMPSON <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />HTSM20 W/tO 10d TO <br />SHEATHING <br />(12) 16d x 1 }'NAILS TO TRUSS FASTENER SCHEDULE" <br />TRUSS AND (4)1/4" x 2 1/4" <br />OBL STRAP, 1 EACH SIDE WRAPS UP AND <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />CONT POURED LINTEL <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: APT SYP ", <br />(16) , 0d x 3 }' NAILS TO GIRDER AND BE ADD <br />8", 8" x 4'•0" MAY BE ADDED <br /># 1000 UPLIFT (2) SIMPSONON <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' <br />HTSM20 INSTALLED ON PRE-ENG TRUSS <br />WITH (12) 16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE <br />OPPOSITE FACES OF <br />1441 N. RONALD REAGAN BLVD. <br />ADDITIONAL PLY MAX TO <br />BLOCK WALL W110 10d TO <br />LONGWOOD, FL 32750 <br />1x2 2x WOW FASCIA ACCOMMODATE TRUSS <br />TRUSS AND (4) 1/4" x 2 1/4" <br />2ANCHORS TO CONTINUOUS BOND BEAM <br />TITENSEE <br />PH: 407-7748078 <br />FAX: 407-774.4078 <br />ARCHITECTURAL ANCHOR REQUIREMENTS. <br />COOT <br />CONT POURED LINTEL <br />2x SECURED W/(3)18d <br />WWW.abdosigngroup.com <br />GALV. COMMON NAILS. ENGINEERED WOW <br />AA 8: 0003325 <br />l x2 SECURED W910d TRUSSES 0 24" O/C, <br />GALV. COMMON NAILS <br />SUBMIT SHOP DRAWINGS <br />12. O/C <br />FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U: 1810 LBS, L770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />2" COVER & 7 APART <br />1a 1b <br />TYPICAL TRUSS/ <br />1c SCALE:34"=,•-tl, <br />GIRDER CONNECTOR(S) <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 314'=V-0' <br />mga <br />p66 <br />:I <br />3� <br />PRE-ENG GABLE TRUSS <br />eo <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT O <br />PRE-ENG'D WOOD <br />SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />6-0" MAX (Nl1X4) <br />OR T MAXPOV) <br />(2) 2X4 No.2 SYP DIAL <br />2z4 BLOCKING BETWEEN <br />W <br />BRACE W/ (3) 12d EA <br />TRUSSES "ERE <br />TRUSS(DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />2X4 DIAGONAL BTM. CHORD <br />COVER 5 TRUSSES) <br />4--a-0(AT SHEATHING <br />1x4 DIAGONAL <br />BRACING. SEE PLAN FOR <br />.C. <br />SEAMS) <br />BTM. CHORD <br />LOCATION <br />FOR STRAPPING <br />0'-0'T030'-0"(1)"X"BRACE <br />30'-1" TO 60'-0 (3) "X' BRACE <br />BRACING, SEE <br />PLAN FOR LOCATION <br />SECURE 2.6 PT. PLATE TO BLK <br />_ VERIFY <br />W/ TRUSS PLAN <br />(1) "X" BRACE @ CENTER <br />SECURE 2x PT. PLATE <br />TO BLK W/ 12" DIA <br />52 a <br />MAY NOT BE <br />W/ 12" DIA. ANCHOR BOLT W/ 7(2) <br />"X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT WN 7 <br />y <br />REQUIRED <br />WASHER SET IN HIGH <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />STRENGTH EPDXY U' MIN. <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6" <br />EMBED. AT 32" OC MAX <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 37' W <br />BTM. CHORD OF <br />SECURE GABLE TO 2X8 P.T. <br />MAX. <br />WOOD ROOF TRUSSES <br />PLATE W/ 121's 8" O.C. MAX <br />RE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T, PLATE W/12d%r <br />CONC. POURED <br />STIFFBACK (AS PER O.C. MAX LINTEL COURSE <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2) 10d's a EACH TRUSS <br />TO BE INSTALLED a <br />10'-&" O.C. MAX. <br />1x4 BTM. CHORD BRACING&-0' OC END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF CONT, 2X4 SECURED W/ (2)10d's @ EACH <br />10'-0" O/C MAXSECURED W// (2)10d DEPICTED SEE PLAN TRUSS TO BE INSTALLED 0 la-0' O.C. MAX <br />SEE SCHEDULE FOR COMMON NAILS AT EACH CHORD �+ <br />BOND BEAM RED. INTERSECTION TYP BTM. CHORD BRACING <br />GABLE END BRACING W/PRE-ENG <br />6 SCALE 34"="° GABLE TRUSS @ CMU WALL <br />4 SCALE: 3/4"=V-01' <br />BLOCK WALL W/ GABLE END <br />` PRE-ENG'D TRUSS SCALE:34""`" <br />NOTCH DEPTH 114•D <br />ID <br />QLE EDGE>5/6' OLE DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE <br />aysnie. a LATs <br />ABBOTT PARK <br />LOT #5 <br />BLK #14 <br />PHASE #4C <br />PROJECT# <br />4 8 .04C— 514 <br />MOIDZZ.: <br />4EWB <br />"1499—FREEPORT" <br />GARA N BVnNG. <br />RIGHT <br />PARSE: <br />DETAILS <br />USED SO LONG AS THEY CONFORM TO THE 160 MPH EXP. C <br />< 2/5•D SGL. STUD <br />OUTER FOLLOWING <br />SPAN ONLYNLY <br />HOLE EDGE>5/e" 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 (Fi AND F2) LOAD CAPACITIES <br />AS THE ONE SPECIFIED,CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND Lu <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TOWIND AND REQUIRE <br />01 THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON HI OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F,, AND F2 <br />BTM, HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE < 3/5•D OBL. STUD SUBJECT TO Fi AND F2 FORCES. <br />DATTE: <br />STUD NOTCHING <br />SCALE: 1/4"=1'-0" <br />AND BORING LIMITS almcw <br />o SCALE:, 1rr-1'-6' ALTERNATE MATERIALS <br />11 BDALE:34'"=,'-tl' S 3.1 A <br />