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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP <br />"ROOFNJALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A-0) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT SIMPSON <br />(9) 10d x 1 �' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />'ROOF/WAUJFLOOR <br />(1) SIMPSON HETA16 <br />HTSM20 <br />9{2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />TRUSS ANCHOR WITH <br />NOTE: APT SVP #22' x 4, <br />(4)1/,TO <br />TRUSS AND (4) 1/4" x 21/4" <br />AND <br />SHEATHING <br />x 1 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 />DBLSTRAP. <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />. <br />GIRDER. PROVIDE 6' <br />W! 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- 1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />(16) 10d x 3 �' NAILS TO GIRDER AND NOTE: APT SYP <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />E ADDED <br />6', 6' x 4'-0" MAY BE ADDED <br />(2) SIMPSON HETAi6 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12)18d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL W/1010tl TO <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />TRUSS ANDH S x21/4" <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />tx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />WITH x 5"TITEN HD TO CMU AND (12) SDS <br />CONT POURED LINTEL <br />2x SECURED W! (3". <br />TO <br />}' x 2 J' TO GIRDER <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ tOtl TRUSSES 24" O/C, <br />1x2, 2x WOOD FASCIA <br />(2) J" x 5"TITEN HD TO CMU AND (18) BOB }" x <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 />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />12) J' x 5'TITEN HD TO CMU AND (18) BIDS *'x 3' <br />lx2 SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />EAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />1Z' O/C <br />SEE SBEAMCHEDULE SOLID, 6' EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, LT70 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LSS, L1430 LBS 12 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />7' COVER & Z' APART <br />C ALLOWABLE UPLIFT= U:2705 LSS(2 PLY) <br />C ALLOWABLE UPLIFT = 88M LBS(2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c SCALE: 3/4 =,'-0 <br />TYPICAL ROOF <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />SCALE 3/4"=1'•0' <br />SCALE: 3/4"=1'-0 <br />GIRDER CONNECTORS) <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />LSTA1220 GAUGE <br />BRACE W/ (3) 12d Q EA. TRUSSES WHERE <br />W/ 10dx1/2 HOG NAILS <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />0 EACH END. TOTAL OF 10 <br />COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING <br />0'-0" TO 30'4" (1)'W' BRACE SEAMS) <br />FLOOR <br />30'-1"TO 60'-0 (3)'W' BRACE SECURE a PT. PLATE <br />GIRDER <br />6'-0" MAX (W/1X4) <br />(1):W BRACE @ CENTER TO BILK W/ 10 DIA <br />OR 10'-0" MAX (W/2X4) <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ Z' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />R ELEVATION <br />® <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />tx4 DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED. AT 32' OC <br />1:1 <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE8 <br />5/6' GYPSUM BOARD OR 1rZ HIGH <br />BRACING, SEE <br />TCPLLAEGABLE 2TcOg 8 <br />STRENGTH CLG. BOARD <br />PLAMAYFOR NOTBE CATION <br />STIFFBACK (AS PER O.C. MAX <br />SECURE TRUSS TO TOP PLATE w/(2) <br />0 <br />yy <br />iv a F <br />7 <br />REQUIRED <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />16d TOENAILS <br />(2) 10d'. @ EACH TRUSS <br />N i ME TO BE INSTALLED <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/B" A.B. WITH <br />BTM. CHORD OF <br />10'-0" O.C. MAX. <br />MIN. 7" EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18)16d x <br />2.4 OR 216 WOOD BEARING <br />2-1/2" NAILS TO POST., <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />SEE SCHEDULE FOR <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BOND BEAM RED. <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/Z' GYP WL liD <br />i • • <br />lx4 BTM. CHORD BRACING 6-0" O/C <br />END WALL OR OTHER <br />• • <br />MAX., OR 2c4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />4� <br />'� i <br />10'-0" O/C MAXSECURED W/ (2)10d <br />DEPICTED SEE PLAN <br />• <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />BLOCK WALL W/ GABLE END <br />6 <br />7 <br />GIRDER/WOOD POST CONNECTIONS <br />SCALE: 3/4"=1'-0' <br />PRE-ENG'D TRUSS SCALE:34"=1'-0 <br />• <br />.a <br />5 <br />SCALE:3/4"=1'-0" <br />.• <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />•* <br />SCALE:3/4"=''.a' (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 114-D <br />GE>5/B' <br />USED SO LONG AS THEY CONFORM TO THE <br />METER <br />FOLLOWING <br />L. STUDOUTER <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN <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 />;q� <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLATOR 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 />01 <br />SUBJECT TO F1 AND F2 FORCES. <br />OLE DIAMETER <br /><3/5'D DBL. STUD <br />STUD NOTCHING <br />�4�ALTERNATE MATERIALS <br />AND BORING LIMITS <br />8 SCALE: 1 1/7'=T0' <br />SCALE:3/4"=T-G' <br />d N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA b: 0003325 <br />4 <br />re <br />sumrv. ae LOT: <br />ABBOTT PARK <br />LOT #2 <br />BLK #9 <br />FROJNOT <br />04181.00 —02091 <br />MODE19 <br />4EBB <br />"1828—CALI" <br />GARAGE OWING: <br />RIGHT <br />1 PAGN: <br />DETAILS <br />160 MPH W. C <br />