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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />MMMOIN <br />(N 24" O/C, SUBMIT SHOP 'ROOF/WALLIFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE' <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT ON <br />(9) tOd x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />N HETAt6 <br />1 Od T <br />0 <br />B{2) SIMPSON HETAt6 TRUSS ANCHOR WITH <br />TRUSS ANCHOR WITH <br />T USS AN <br />NOTE : APT SYP #2 2' x 4", <br />�T02 7/4" <br />TRUSS ANDt(4) <br />SHEATHING <br />SHEATHING <br />(12)16d x t }" NAILS TO TRUSS <br />(9)10d x 1 }" NAILS TO <br />6", 8" x 4'-0" MAY BE ADDED <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />GIRDER. PROVIDE 5' <br />WI 10d NAILS, 2 ROWS, 3" <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />C{t) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2' x 4", <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br />GIRDER <br /># 1900 UPLIFT (2) SIMPSON <br />14TSM20 INSTALLED ON <br />(16) 1Od x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED <br />CONJUNCTION WITH <br />ACCOMMODATE <br />OPPOSITE FACES OF <br />PRE-ENG TRUSS <br />(2) SIMPSON HETA16 TRUSS ANCHORS WI tOd NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />WITH (12)16d x 3' NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 1/4" x 2 1/4" <br />ADDITIONAL PLY MAX. TO <br />{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />2x WOOD FASCIA ACCOMMODATE TRUSS <br />WITH 4 <br />() �' x 5" TITEN HD TO CMU AND (12) SDS <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />SE <br />}" x 2 }" TO GIRDER <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS, ENGINEERED WOOD <br />B{7) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1 x2 SECURED W/ 10d TRUSSES @ 24- O/C, <br />lx2 2x WOOD FASCIA <br />(2) }" x 5' TITEN HD TO CMU AND (78) SIDS }" z <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />12" O/C FOR REVIEW <br />2x 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) SOB }" x 3' <br />tx2 SECURED W/ 1 Od <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />14" O/C <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />2" COVER & 2" APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />865 <br />C ALLOWABLE UPLIFT = 8LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c BALE: y'"=' <br />TYPICAL ROOF <br />3 <br />SCALE:34^=1'-0" <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />1 <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4" T 8 G SUBFLOOR GLUED AND <br />BRACE <br />BRACE W/ (3)12d ®EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />(DIAG. BRACE TO X-BRACING IS PRESENT AT <br />LSTA12 20 GAUGE <br />COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING <br />z- <br />W/ 10dzll2 HOG NAILS <br />SEAMS) <br />01-0" TO 30'-0" (1)'X" BRACE <br />EACH END. TOTAL OF 10 <br />30'-1" TO 60'-0 (3)'0P BRACE SECURE PT. PLATE <br />PER FLEVALTION J. . <br />(1) "X" BRACE @ CENTER l 1 <br />TO BLK W/ <br />IV <br />FLOOR <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLOL Wl T Wl2" <br />GIRDER <br />6'4" MAX (W/1X4) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />R 10--0" MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />MAX. <br />R El EVATION <br />' <br />lx4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />BRACING, SEE <br />STIFFBACK (AS PER O.0 PLATEWI 72d's 8" <br />518" GYPSUM BOARD OR 1/2" HIGH <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />STRENGTH CLG. BOARD <br />MAY NOT 8E <br />(2)10d's @ EACH TRUSS <br />SECURE TRUSS TO TOP PLATE wI (2) <br />N a F <br />REQUIRED <br />TO BE INSTALLED M <br />16d TOENAILS <br />- 10'-0" O.C. MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />BTM. CHORD OF <br />MIN. 7" EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18)16d x <br />SE SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />2-E <br />1/2^ NAILS TO POST., <br />BOND BEAM REQ. <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />°. <br />1/2' GYP. WL. BD. <br />" <br />ix4 BTM. CHORD BRACING 6'-0" O/C <br />END WALL OR OTHER <br />.• <br />" • <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />° <br />^ i ;. 0.4 <br />10'-0" O/C MAXSECURED WI (2)10d <br />COMMON NAILS AT EACH CHORD <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />INTERSECTION TYP. <br />7 <br />gTM. <br />CHORD BRACING <br />PRE-ENG'D TRUSS scALE:3-4•=1•-0" <br />6 <br />GIRDER/WOOD <br />POST CONNECTIONS <br />SCALED4"=,'-0 <br />5 <br />a <br />SCALE: 3�4"=1'-0" <br />FLOOR TRUSS CONNECTION L.B.W. <br />4 <br />SCALE: 3/4"=1'-(" (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH I/4'D <br />HOLE EDGE >5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />HOLE DIAMETER <br />< 2/5'D SGL. STUD <br />OUTER 113 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 (Fl AND F2) LOAD CAPACITIES <br />OLE EDGE >SW <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 />SUBJECT TO Ft AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE <3/5•D DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />%1 AND BORING LIMITS <br />SCALE:34"=1'-0 <br />0 <br />O <br />SCALE: 1 1!2"=1'-0" <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL 32760 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />wwwabdesigngfoup.com <br />AA #: 0003325 <br />Y <br />r <br />4 <br />dd <br />(�p <br />Y <br />� <br />Oil <br />III <br />ii <br />L <br />i. <br />BVHDIv. a LOT <br />ABBOTT PARK <br />LOT #31 <br />BLK #12 <br />PROJECT# <br />04181.000-31121 <br />MODEU <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 PH EXP. C <br />