Laserfiche WebLink
ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE. <br />® 24" O/C, SUBMIT SHOP <br />"ROOFMALLIFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A{t) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT SIMPSON <br />(9)10d x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br />HTSM20 W TO <br />B{2) SIMPSON NETA16 TRUSS ANCHOR WITH "ROORWALLIFLOOR <br />TRUSS ANCHOR WITH <br />NOTE: APT SYP #2 2" x 4", <br />TRUSS AND (4)1/4" x 2 114" <br />(4)1/ "x <br />SHEATHING <br />18d z T NAILS TO TRUSS <br />(9) 10dx 1 NAILS TO <br />MAY ADDED <br />8" x 4'-0NAILS, <br />_ <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />DS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />, <br />GIRDER. PROVIDE 5" <br />GIRDS R <br />W! 10d NAILS, 2 ROWS, 3" <br />W/ O <br />LINTEL <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 />NOTE: APT SYP #2 2" z 4", <br />(16) 10d x 3 1"NAILS TO GIRDER AND <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />(2) SIMPSON HETA16 TRUSS ANCHORS 6', 8" x 4'-0' MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12) i8d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL WI1010d TO <br />ADDITIONAL PLY MAX. TOTITEN <br />WITH SIMPSON LGT D GIRDER <br />TRUSS AND (4)1/4" x 2 1/4" <br />2 TO <br />CONTINUOUS BOND BEAM <br />ix2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />TO (12) SDS <br />WITH (4) �" x 5"TITEN HD TO CMU AND (12) SDS <br />N <br />CONT POUREDRS <br />L LINTEL <br />SEE ARCHITECTURAL <br />i" x 2 }" TO GIRDER <br />2x SECURED WI (3), 6d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B{T) SIMPSON FGTR GIRDER TIEDOWN WITH <br />W SECURED W/ 10d TRUSSES Q 24" O/C, <br />1x2, 2x WOOD FASCIA <br />(2) }" 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 />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 />(2H }" z 5"f ITEN HD TO CMU AND (TB) SDS }" x 3" <br />Ix2 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 />12.0/C <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, 1-:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LEIS (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 />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 />SCAL : _ •0 <br />GIRDER CONNECTOR(S) <br />2a 2b 2Ci <br />= <br />SCALE:34"=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 0 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 />W/ 10tlx1/2 HOG NAILS <br />0'-0" TO 30'-0" (1) "JC' BRACE SEAMS) <br />@ EACH END. TOTAL OF 10 <br />30-1" TO 60'-0 (3) "X" BRACE SECURE PT. PLATE <br />PER LEVATION <br />(I 'W' BRACE @ CENTER / 1 DIA. <br />TO BLK WI <br />FLOOR <br />(2) "X" BRACE DIVIDED EQUALLY BOLT <br />ANCHOR BOLT W/ <br />GIRDER <br />B'-0" MAX /1X4 <br />(W � <br />FROM CENTER TO END. WASHER SET IN HIGH <br />HIGH <br />R 10--W MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />MAX. <br />R ELEVATION <br />1x4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />BRACING, SEE <br />PO.TC. PLATE WI 12d's 8" <br />STIFFBACK (AS PER <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />in- <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2x4 SECURED WI <br />STRENGTH CLG. BOARD <br />NOT BE(2) <br />tOd'a EACH TRUSS <br />SECURE TRUSS TO TOP PLATE wl (2) <br />YMAY <br />ya <br />N r <br />REQUIRED <br />TO BE INSTALLED <br />16d TOENAILS <br />O.C. MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 518" 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 />"'" NAILS TO POST., <br />BOND BEAM RED. <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 OBL. TOP PLATE <br />PROVIDE BLOCKING <br />a. <br />1/2" GYP. WL. BD. <br />" <br />. <br />1x4 BTM. CHORD BRACING 6'-0" O/C <br />ENO WALL OR OTHER <br />"- <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />°• <br />8 <br />10'-0" O/C MAXSECURED W/ (2) 10d <br />COMMON NAILS AT EACH CHORD <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />INTERSECTION TYP. BTM. CHORD BRACING <br />7 PRE-ENG'D TRUSS SCALE: 3/4"=V-0" <br />NV GIRDEROOD POST CONNECTIONS <br />6 scALE: as"=1'-0" <br />5 <br />SCALE: 3l4„=,,-0'• <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />-► <br />SCALE:3/4"=V-0" (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH IWO <br />�°/y HOLE EDGE>5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br /><2/5"D SGL. 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 (F1 AND F2) LOAD CAPACITIES <br />HOLE EDGE -5I8" <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, Ft, AND F2 <br />FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fl AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5'D DBL. STUD <br />STUD NOTCHING <br />NOT USEDNOT <br />USED <br />11 ALTERNATE MATERIALS <br />AND BORING LIMITS LIMITS <br />8 SCALE: 1 <br />9 <br />10 - <br />SCALE:34"=1'-0" <br />1 N. RONALD REAGAN BI <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.00m <br />AA #: 0003325 <br />r <br />b <br />b <br />BUBDM 416 LOT: <br />ABBOTT PARK <br />LOT #14 <br />BLK #7 <br />PltOJEOT# <br />04181.000-14071 <br />MODEL1 <br />4EBB <br />"1828—CALI" <br />GARAGE SWING. <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH W. C <br />