Laserfiche WebLink
A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1 Od x 1 } NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 } NAILS TO TRUSS <br />DSL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 1 Od x 34' NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 }' NAILS TO GIRDER <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) 16d <br />GALV, COMMON NAILS. <br />1x2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12' O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />'ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />NOTE: A PT SYP M2 2' x 4', <br />6', 8' x 4'-0' MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3- <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES 0 24- O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, 1-:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />la lb i s TYPICAL TRUSS/_= o <br />GIRDER CONNECTORS) <br />3/4' T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />5/8• GYPSUM BOARD OR 1/2' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />Kf 20 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2' GYP. WL. BD. <br />.a . <br />4 FLOOR TRUSS CONNECTION @ L.B.W. <br />SCALE: 3/4'=1'-0' (NO UPLIFT) <br />ENGINEERED WOOD TRL <br />0 24' 0/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETAl6 —. <br />TRUSS ANCHOR WITH <br />(9) 10d x 1 ')' NAILS TO <br />GIRDER. PROVIDE 5' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />'ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />NOTE: A PT SYP #2 2' x 4', <br />6', 8' x W-0' MAYBE ADDEO <br />W/ 10d NAILS, 2 ROWS, 3- <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />\--A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) t x 5' TITEN HO TO CMU AND (12) SOB <br />e x 2 }' TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2, 2x WOOD FASCIA <br />(2) 4' x 5' TITEN HO TO CMU AND (18) SOS 4' x <br />SEE ARCHITECTURAL <br />X TO GIRDER <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. <br />(2) 4' x 57ITEN HO TO CMU AND (18) SDS 4' x 3' <br />Ix2 SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />12' 0fC SEE SCHEDULE <br />SOLID, 8- EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />S2aTYPICAL ROOF2b 2c GIRDER CONNECTOR(S) —OKL :�4='-o <br />LSTA12 20 GAUGE <br />W/ 10dxl/2 HOG NAILS <br />0 EACH END. TOTAL OF 10 <br />FLOOR <br />GIRDER —� <br />HTT4 W/ 5/8. A.B. WITH <br />MIN. 7' EMBEDMENT <br />TO SLAB & (18) 16d x <br />2-1/2' NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB � <br />4 •. ! <br />GIRDER/WOOD POST CONNECTIONS <br />5 SCALE: 314'=1'-0' <br />6'-0" MAX (W/lX4) <br />I. OR 10'-O" MAX (W/2n)", <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 1/4' x 2 1/4' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />4 19M UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/10 10d TO <br />TRUSS AND (4)1/4' x 2 1/4' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />2' COVER & 2' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4'=1'-0' <br />10 DIAGONAL <br />BTM. CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />10 BTM. CHORD BRACING &-0' O/C —U `—END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10--0- O/C MAXSECURED W/ (2) 1 Od DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP.,BTM. CHORD BRACING <br />6 SCALE: 3/4'=1'-0' <br />(2) 2X4 No.2 SYP DIAG. <br />20 BLOCKING BETWEEN <br />BRACE W/ (3) 12d - EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4-0- O.C. (AT SHEATHING <br />V-0- TO 30'-0- (1) -X- BRACE <br />SEAMS) <br />30'-1- TO 60'-0 (3)'X- BRACE <br />SECURE 2x8 PT. PLATE <br />(1)'X- BRACE 0 CENTER <br />TO BLK W/ 1/2' DIA. <br />(2)'X' BRACE DIVIDED EQUALLY <br />ANCHOR BOLT Wl 2' <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32. OC <br />MAX. <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8' <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 20 SECURED W/ <br />(2)10d's O EACH TRUSS <br />TO BE INSTALLED <br />_ <br />10'-0' O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REO. <br />BLOCK WALL W/ GABLE END <br />PRE-ENaD TRUSS SCALE:3/4'vi'-0' <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 1/4'0 <br />AID HOLE EDGE>5/8' <br />USED SO LONG AS THEY CONFORM TO THE <br />OLE DIAMETER <br />FOLLOWING <br /><2/5'D SOL. 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 (F7 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 />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 F1 AND F2 FORCES. <br />BTM. <br />HOLE DIAMETER <br />PLATE <3/5'D DBL. STUD <br />STUD NOTCHING <br />ALTERNATE MATERIALS <br />AND BORING LIMITS <br />SCALE: 3/4'=V-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PM: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.com <br />AA /: 000332E <br />P <br />C <br />00 <br />evHDiV de E <br />ABBOTT PARK <br />LOT #8 <br />BLK #8 <br />PitojEcTfp <br />04181.000-08081 <br />MODIDU <br />4EAB <br />"1672-ARIA" <br />GARAOS 91rW s: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />