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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH— <br />(9) 1 Od x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />"ROOFMALLIFLOOR <br />ON <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />SHEATHING <br />HTSM20 WI 0 iOd T <br />(12)16d x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" <br />TRUSS AND (4)1!4" x 2 114" <br />DBL 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 NOTE: A PT SYP #2 2" x 4", <br />(16) 10d x 3 }" NAILS TO GIRDER AND <br />1900 UPLIFT (2) <br />6", 8" x 4'-0" MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />1 EDONSIMPSON <br />INSTALLED ON <br />PRE-ENG TRUSS <br />WITH (12)16tl x 3 �" NAILS TO GIRDER O/C TO FACILITATE ONE <br />OPPOSITE <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />ADDITIONAL PLY MAX. TO <br />TRUSS 1/4" <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />TITEN 2AANCHORS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />CONT POURED LINTEL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS ENGINEERED WOOD <br />1x2 SECURED W/ 10d TRUSSES @ 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />17' O/C FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEESCHEDULE <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 />TITEN 2 ANCHORS MIN. <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />2" COVER & 2" APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />1a 1b 1c °"_,'-0 <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />SCALE: <br />GIRDER CONNECTOR(S) <br />3 SCALE: 314"=1'-0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />O PREENG'D W000 <br />SHEATHING SEAMS)(BLOCKING <br />TRUSS (1YP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />6'-W MAX (W/1X4) <br />OR 10'-0" MAX (W/2X4) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d @ E0. TRUSSES WHERE <br />_ <br />TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT <br />lx4 DIAGONAL <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />BTM.CHORD <br />FOR STRAPPING <br />SEAMS) <br />0'-0" TO 30'-0" (1) "X" BRACE <br />BRACING, SEE <br />O <br />ss.. VERIFY <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 Pi. PLATE <br />yyyllI,,, m PLAN FOR LOCATION <br />U <br />SECURE 2x6 PT. PLATE TO BLK <br />W/TRUSS PLAN <br />(1) w BRACE @ CENTER TO BLK W/ 1/2" DIA. <br />R a MAY NOT BE <br />W/ 112" DIA. ANCHOR BOLT W! 7' <br />(2)-W BRACE DIVIDED EQUALLY ANCHOR BOLT W/ T <br />�+ a REQUIRED <br />WASHER SET IN HIGH <br />FROM CENTER TO END. WASHER SET IN HIGH <br />STRENGTH EPDXY 6" MIN. <br />2x W000 FASCIA, STRENGTH EPDXY 6" <br />MIN. EMBED. AT 32" OC <br />BTM. CHORD OF <br />EMBED. AT 32" OC MAX. <br />SECURE GABLE TO 2c8 P.T. <br />SEE ARCHITECTURAL <br />MAX. <br />WOOD ROOF TRUSSES <br />PLATE W/12Qs 8" O.C. MAX <br />RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12ds B" <br />CONC. POURED <br />STIFFBACK (AS PER O.C. MAX <br />LINTEL COURSE <br />TRUSS ENG) CONT. 20 SECURED W/ <br />(2) 10d's @ EACH TRUSS <br />TO BE INSTALLED @ <br />10'-0" O.C. MAX. <br />lx4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />CONT. 2x4 SECURED W/ (2) 10d's @ EACH <br />10'-(" O/C MAXSECURED W1(2)10d DEPICTED SEE PLAN <br />TRUSS TO BE INSTALLED @ 10-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />COMMON NAILS AT EACH CHORD <br />BOND BEAM REQ. <br />INTERSECTION TYP. BTM. CHORD BRACING <br />GABLE END BRACING W/ PRE-ENG <br />6 <br />4 <br />GABLE TRUSS @ CMU WALL <br />SCALE: 3l4"=1'-0" <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:34"=1'-0 <br />NOTCH DEPTH 114'D <br />GE>sre^ <br />METER <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />L. STUDUSED <br />SO LONG AS THEY CONFORM TO THE <br />OUTER1/30FSPAN <br />FOLLOWING <br />ONLY <br />HOLE EDGE >518" <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 />17r <br />q <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 />oll <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, Fi, 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 />�1 AND BORING LIMITS <br />SCALE:11/2"=1'-0" <br />ALTERNATE MATERIALS <br />11 <br />SCALE: 314"=1'-0" <br />L441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA P. 0003325 <br />H <br />M <br />V <br />i <br />tl <br />i <br />aVBDIV k LWO <br />SILVERADO <br />LOT 4 <br />BLK 19 <br />PROJECT# <br />04128.002 04191 <br />MODEIa <br />4EWB <br />"1499-FREEPORT' <br />GARAGE 31rM <br />LEFT <br />PAGr: <br />DETAILS <br />150 MPH EXP. B <br />AR <br />as <br />NO <br />A-M- <br />D03/06/20 <br />wTr: <br />acALM 1/4"=V-0" <br />a*== <br />S3.1A <br />