Laserfiche WebLink
ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP <br />"ROOFNWALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT SIMPSON <br />(9) 10d x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />"ROOFNVALUFLOOR <br />(1) SIMPSON HETA16 <br />HTSM20 0d TO <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />TRUSS ANCHOR WITH <br />NOTE: A PT SVP #2 2" x 4", <br />AND <br />TRUSS AND (4)1/4" x 2 1/4" <br />(4)1/"x <br />SHEATHING <br />16d x 1 NAILS TO TRUSS <br />x 1 }" NAILS TO <br />6'l 8" x MAY ADDED <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />DB <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />, <br />GI DE <br />GIRDER. PROVIDE 5" <br />NAILS, O <br />W/ tOd NAILS, 2 ROWS, 3" <br />CONT POURED LINTEL <br />LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: A PT SYP #2 2" x 4", <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />(16) 10d x 3 }" NAILS TO GIRDER AND 4'-0" MAY BE ADDED <br />CONJUNCTION WITH';' <br />• ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />x <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL W/10 10d TO <br />ADDITIONAL PLY MAX. 70 <br />A DI <br />A-(1) SIMPSON LGT3SDS2S GIRDER TIEDOWN <br />TRUSS AND (4) 1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />WITH (4) �' x 5" TITEN HD TO CMU AND (12) SDS <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL <br />}'x 2 }'TO GIRDER <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />lx2 SECURED W/ 10d TRUSSES @ 24" O/C, <br />W, Zx WOOD FASCIA <br />(2) k" x 5" TITEN HD TO CMU AND (18) SDS }" X <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />17. O/C FOR REVIEW <br />2x SECURED <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON ONN NAILS. <br />ILS <br />2 J" x 5'TITEN HD TO CMU AND (18) SDS *'x 3" <br />O <br />lx2 SECURED W/ tOd <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />17, 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.2355 LBS, 1-:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />Z' COVER & Z' APART <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 />A M <br />�a I U I L. 3°ALE:3/°" ,'.a' <br />TYPICAL ROOF <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />SCALE '3Td'=1=0" <br />3EMBEDDED <br />GIRDER CONNECTOR(S) <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />(2) 2X4 No.2 SVP DIAG. 2x4 BLOCKING BETWEEN <br />LSTA1220 GAUGE <br />BRACE W/ (3) 12d @ EA TRUSSES WHERE <br />W/ 10dxl/2 HDG NAILS <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />@ EACH END. TOTAL OF 10 <br />COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING <br />PER LEVATION0'-a' <br />TO 30'-0" (1) "X" BRACE BEAMS) <br />FLOOR <br />30'4' TO 60'-0(3) "X" BRACE SECURE 2x PT. PLATE <br />GIRDER <br />8.4' M4X pmtX4) <br />It) "X" BRACE 0 CENTER TO BLK W/ 1/2' DIA. <br />onia-0-MP%(W/2X4) <br />(2) 'X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />* <br />FROM CENTER TO END. WASHER SET IN HIGH <br />P ELEVATION <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />lx4 DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED. AT 3Z' OC <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2X8 <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />BRACING, SEE <br />P.T. PLATE W/ 12d's 8" <br />STRENGTH CLG. BOARD+ <br />PLAN FOR LOCATION <br />STIFFBACK (AS PER O.C. MAX <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />d <br />N y <br />;z <br />MAY NOT BE <br />REQUIRED <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />16d TOENAILS <br />(2) 10tl's EACH TRUSS <br />- <br />mi6m N 1 TO BE INSS TALLED @ <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />BTM. CHORDOF <br />10'-0" O.C. MAX. <br />MIN. P' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18) 16d x <br />2x4 OR 2x6 WOOD BEARING <br />2-1/Z' 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 REQ. <br />BTM, PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />a <br />1/2' GYP. WL. BD. <br />lx4 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 />1, •- • - • . n. <br />19-0" O/C MAXSECURED W/ (2) 10d <br />DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. �- BTM. <br />CHORD BRACING <br />BLOCK WALL W/ GABLE END <br />" <br />7 <br />GIRDER/WOOD POST CONNECTIONS <br />scALE:3/4"=''-a' <br />PRE-ENG-D TRUSS SCALE:3r4"=1'-a' <br />C <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />(NO UPLIFT) <br />NOTCH DEPTH I/4•D <br />GE>50 <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 MAYBE 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 />I <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 F2FORCES <br />ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />01 <br />SUBJECT TO FI AND F2 FORCES. <br />BTM.HOLE DIAMETERPLATE< <br />3/5•0 DBL. STUD <br />STUD NOTCHING <br />ALTERNATE MATERIALS <br />AND BORING LIMITS <br />8 SCALE: 1 1/2"=V-0" <br />SCALE: 3/4"=V-0" <br />1 N. RONALD REAGAN 81 <br />LONGWOOD, FL32780 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdes[gngroup.com <br />AA #: 0003325 <br />W <br />a <br />ILL <br />UA <br />W <br />0 <br />T. <br />SVSDIV. ae L071 <br />ABBOTT PARK <br />LOT #8 <br />BLK. #9 <br />PROJECT* <br />04181.000-08091 <br />MODEL• <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP C <br />DAM NT 6/14/21 <br />scAmm: 1/4"=1'-0" <br />SPIFFY <br />S3.1A <br />