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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />Q 24" O/C, SUBMIT SHOP <br />"ROOFNVALLJFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT ON <br />PLYWOOD SHEATHING, SEE <br />(9) 1IM x 1 NAILS TO TRUSS "ROOF/WALL/FLOOR <br />N HETA16 <br />TO <br />HTSM20 1Od T <br />N <br />(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />T USS AN <br />TRUSS ANCHOR WITH <br />WITH <br />NOTE: APT SYP #2 7' x 4", <br />(4)11, <br />TRUSS AND (4) 1/4" x 2 1!4" <br />AND <br />SHEATHING <br />x 1 NAILS TO TRUSS <br />10d x 1 }" NAILS TO <br />6, 8" x MAY ADDED <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />DB STRAP, <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />, <br />GI <br />GIRDER. PROVIDE 5" <br />NAILS, <br />W/ 10tl NAILS, 2 ROWS, 3" <br />O <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />PT SYP <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />NOTE: A #27' x 4", <br />(16) 10d X 3 }" NAILS TO GIRDER AND 4'-0" MAY <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />6", 8" x BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />W/ 10tl NAILS, 2 ROWS, 3" <br />WITH (12) 16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL Wl10 10d TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />ADDITIONAL PLY MAX. TO <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />A4' SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS <br />2x SECURED W/ (3) 16d <br />}" x 2 }'TO GIRDER <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 10d TRUSSES C 24" O/C, <br />lx2, 2X WOOD FASCIA <br />(2) }' x 5" TITEN HD TO CMU AND (18) BOB �' x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" 70 GIRDER <br />17. O/C FOR REVIEW <br />2. SECURED W/ (3)16d <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) }" x 5'TITEN HD TO CMU AND (18) SDS }'x 3" <br />lx2SECUREDW/10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />12" O!C <br />SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT =5 LBS (2 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />7' COVER & 7' APART <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4724725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED TRUSS ANCHOR <br />1a 1b 1c <br />TYPICAL ROOF <br />9 <br />3EMBEDDED <br />GIRDER CONNECTOR(S) SCALE-' <br />2a 2b 2C <br />CAL <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP OIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d 0 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 2X PT. PLATE <br />5m MAX IwnX4) <br />(1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. <br />OR 10'v" MAX (IX-1) * <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ T' <br />FROM CENTER TO END, WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />1x4 DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />STM.CHORO <br />MAX. <br />BRACING, SEE <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />PLAN FOR LOCATION <br />P.T. PLATE W/ 12d's 8" <br />4 d <br />a <br />MAY NOT BE <br />STIFFBACK (AS PER O.C. MAX <br />N <br />REQUIRED <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2)10d's ® EACH TRUSS <br />BTM. CHORD OF <br />TO 8E INSTALLED <br />WOOD ROOF TRUSSES <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />1x4 BTM. CHORD BRACING 6'-0" O/C <br />END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />O!C MAXSECURED W/ (2)10d <br />DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 <br />�7 BLOCK WALL W/ GABLE END <br />SCALE 3/4"=V-a' <br />PRE-ENG'D TRUSS SCALE 3/4-,-0 <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 114•D <br />GE>5/&* <br />USED SO LONG AS THEY CONFORM TO THE <br />METER <br />FOLLOWING <br />L. 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 />q <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, Ft, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />BTM.HOLE DIAMETER <br />PLATE< 3/5.0 DBL. STUD <br />STUD NOTCHING <br />ALTERNATE MATERIALS <br />" <br />AND BORING LIMITS <br />S SCALE: 1 1/2"=T-0" <br />SCALE: 3/4"=T-0" <br />.1 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.aLdesigngroup.com <br />AA #: 0003325 <br />r <br />6 <br />0. <br />a <br />W <br />O <br />I3P <br />UBDIV. ac LOTBBOTT PARK <br />LOT# 28 <br />BLK. 12 <br />ROJICCT# <br />04181.000-28121 <br />MODEL <br />3EAB <br />"1504—ALLEX" <br />GARAGE SWMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%16WPH EXP. C <br />