Laserfiche WebLink
ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />@ 24" O/C, SUBMIT SHOP <br />"ROOFNVALLIFLOOR <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) 1 Od x I }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br />HTSM20W <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFNVALL/FLOOR <br />TRUSSANCHORWITH <br />NOTE; APT SYP #2 2" x 4", <br />TRUSS AND (4) 1/4" x 2 1 /4" <br />(4)1/"x <br />SHEATHING <br />(12)1 Sd x 1 }" NAILS TO TRUSS <br />(9)1°d 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 IOd 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 TIEOOWN WITH NOTE: A PT SYP #2 2" x 4", <br />EMBEDMENT, USED IN <br />CONJUNCTION WITH <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE <br /># 1900 UPLIFT (2) SIMPSON <br />(16) 1Od x 3 }" NAILS TO GIRDER AND 6", 8" x W-O" MAY BE ADDED <br />GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <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 WI1010d TO <br />ADDITIONAL PLY MAX. TO <br />1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />TRUSS AND (4)1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />1x2, 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-(I) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED WI 10d TRUSSES 4D 24" O/C, <br />1x2, 2x WOOD FASCIA <br />(2) }" x 5" TITEN HO TO CMU AND (18) BIDS }" 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)18d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) }" x 5"TITEN HO TO CMU AND (18) BOB }'x 3" <br />tx2 SECURED W/ 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, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (i PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, LA430 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 />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c <br />TYPICAL ROOF <br />3 <br />GIRDER CONNECTOR(S) " - <br />2a 2b 2C <br />SCALE:3/a"=1'-0 <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND <br />BRACE W/ (3)12d G EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />LSTA1220 GAUGE <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />z <br />W/ 10dz12 HDG NAILS <br />SEAMS) <br />0'-0" TO 3d-0" (1) "X" BRACE <br />EACH ENO. TOTAL OF 10 <br />30'-1- TO 60'-0 (3) "X" BRACE SECURE 2x1 PT. PLATE <br />PER r rVATION <br />(1)'W BRACE G CENTER TO BLK W/ 12" <br />FLOOR <br />(2) "X" BRACE DIVIDED EQUALLY Wl <br />ANCHOR BOLT W/IG <br />GIRDER <br />6'-0" MAX /1X4 <br />(vV ) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />9R 10'4" MAX (W/2X4)) <br />2x WOOD FASCIA, STRENGTH" <br />EAT <br />MIN. 32" <br />OC <br />SEE ARCHITECTURAL <br />MAX. <br />1x4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />P.T. PLATE W/ 12d's 8" <br />O.C. MAX <br />5/8" GYPSUM BOARD OR 12" HIGH <br />BRACING, SEE <br />STIFFBACK (AS PER <br />TRUSS ENG) <br />STRENGTH CLG. BOARD <br />PLAN FOR LOCATION <br />CONT. 2x4 SECURED W/ <br />'q <br />MAY NOT BE <br />(2)10d's Q EACH TRUSS <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />N a I— <br />REQUIRED <br />TO BE INSTALLED <br />16d TOENAILS <br />19-0" O.C. MAX <br />DOUBLE TOP PLATE <br />HTT4 Wl WW A.B. WITH <br />BTM. CHORD OF <br />MIN. 7" EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18)16d x <br />SEE SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />2-12' NAILS TO POST., <br />BOND BEAM REQ. <br />WALL WI 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 />.4 <br />12" GYP. WL. BD. <br />y " <br />1x4 BTM. CHORD BRACING 6'-0" O/C <br />ENO WALL OR OTHER <br />MAX., OR 2x4 BTM, CHORD BRACING <br />END TYPE CONDITION, IF <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 />Li <br />INTERSECTION TYP. <br />c BTM. CHORD BRACING <br />7 SCALE: 3/4"=1'-0" <br />PRE-ENG D TRUSS <br />GIRDER/WOOD POST CONNECTIONS <br />V SCALE: 3/4"=T-0" <br />�°• <br />5 <br />SCALE: 3l4"=1'-(7' <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />-* SCALE:34"=,'-°" (NO UPLIFT) <br />NOTCH DEPTH I/4•D <br />HOLE EDGE>5/6" <br />USED SO LONG AS THEY CONFORM TO THE <br />OLE DIAMETER <br />FOLLOWING <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 (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, Fl , AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />ol <br />SUBJECT TO FI AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5"D DBL. STUD <br />STUD NOTCHING <br />NOT USED <br />ALTERNATE MATERIALS <br />AND BORING LIMITS <br />8 SCALE: 1 1/2"=1'-0" <br />NOT USED <br />10 <br />11 SCALE: 314'=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 327W <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />wwwabdoeigngroup.com <br />L AA 0: 0003325 <br />b <br />5 <br />BtMDIV. & LOT: <br />ABBOTT PARK <br />LOT #37 <br />BLK #9 <br />PAOJWT* <br />04181.000-37091 <br />MODEU <br />4EBB <br />"1828—CALM" <br />GARAGE 8WrNG- <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />DluNT <br />A 06/10/20 <br />8CA=: 1/4"=1'-0" <br />MIKEET <br />s3.1A <br />