Laserfiche WebLink
A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 i" NAILS TOTRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 � NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 J' NAILS TO GIRDER AND <br />(2)SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 �' NAILS TO GIRDER <br />1 x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED WN (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/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #22'x 4", <br />S., 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 ® 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS 12 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />1a 1b 1c GIRDER CONNECTOR(S) 6CALE 34"=''-6 <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />5/8" GYPSUM BOARD OR 12" HIGH <br />STRENGTH CLG BOARD <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />�- 2x4 OR 2xe WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />PROVIDE BLOCKING <br />12" O/C STAGGERED. <br />ADDITIONAL METAL <br />12" GYP, WL. BD. <br />CONNECTORSNOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />4 FLOOR TRUSS CONNECTION @ L.B.W. <br />(NO UPLIFT) <br />OUTER 1/3( <br />SPAN ONLY <br />NOTCH DEPTH 1WD <br />O <br />//70 E EDGE>5/8" <br />//--170LE DIAMETER <br />/ 2/5'D SGL. STUD <br />BTM.- <br />PLATE <br />STUD NOTCHING <br />8 AND BORING LIMITS <br />scALE:11rz=r-a' <br />EDGE>5/6' <br />HOLE DIAMETER <br />< 3/5-D DBL STUD <br />ENGINEERED WOOD TRUSSES <br />PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP <br />"ROOF/WALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 2' x 4", <br />(9) 10d x 1 �' NAILS TO <br />6", 8" x 4'-0" MAYBE ADDED <br />GIRDER. PROVIDES' <br />W/ 10d NAILS, 2 ROWB, 3" <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX TO <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />CONNECTOR <br />FIMA 1—A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS <br />}' x 2 ?'TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDONM WITH <br />(2) }' x 5" TITEN HD TO CMU AND (18) SDS *'x <br />1x2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W➢(3) i6d <br />(2) J' x 5"TITEN HD TO CMU AND (18) SDS f' x 3" <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d <br />'/a <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />12' O/C <br />SE SCHEDULE 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 = 88B5 LBS 12 PLY MIN.) <br />TYPICAL ROOF <br />2a 2b 2c <br />SDlLLE:34"="° <br />GIRDER CONNECTOR(S) <br />LSTA12 20 GAUGE <br />W/ 10dxl/2 HDG NAILS <br />Q 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 />n <br />GIRDER/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=I AY' <br /># 1100 UPLIFT SIMPSON <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 1/4" x 2 114" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d 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 />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=1'-0' <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 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 />0'-0" TO 30'-0" (1) "X' BRACE <br />SEAMS) <br />30'-1" TO 80'-0 (3) W BRACE <br />ECURE 2x PT. PLATE <br />(1) "X" BRACE ® CENTER <br />TO BLK W/ IQ" DIA <br />6-0' lIAx(WfIX4' <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W2" <br />OR 10-0' MAX (W.41 <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA <br />STRENGTH EPDXY 6' <br />MIN. EMBED. AT 37OC <br />1z4 DIAGONAL <br />SEE ARCHITECTURAL <br />BTM. CHORD <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2,8 <br />BRACING, SEE <br />P.T. PLATE W/ 12d%6' <br />PLAN FOR LOCATION <br />STIFFBACK (AS PER <br />O.C. MAX <br />§ i MAY NOT BE <br />TRUSS ENG) <br />ONT. 2x4 SECURED W/ <br />N a REQUIRED <br />(2) 10d's Q EACH TRUSS <br />TO BE INSTALLED 0 <br />10'-0" O.C. MAX. <br />BTM. CHORD OF <br />TT "jT m _. _ WOOD ROOF TRUSSES <br />ix4 BTM. CHORD BRACING 6-9'O/C J -END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS BDAL� <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES <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 />11 ALTERNATE MATERIALS <br />SCALE:-'=1'-0' <br />i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.00m <br />AA #: 0003325 J <br />e <br />N <br />0 <br />i <br />6 <br />iLi <br />L. <br />stMIDIV. A# i40T•. <br />ABBOTT PARK <br />WT #2 <br />BLK #12 <br />PHASE #4C <br />P1ItOJECTM <br />04181.04C-02121 <br />MODZU <br />4EAB <br />"1672— ARIA" <br />GAP_A0Z aWDfG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. Qj <br />