Laserfiche WebLink
A{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 }' NAILS TO TRUSS <br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12)16d X 1 k' NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(t) 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 />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/(3)16d <br />GALV. COMMON NAILS. <br />lx2 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 />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 ® 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, 070 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 />S <br />1b 1c TYPICAL TRUSS/ SCALE:3/4"=T-0' <br />aD <br />GIRDER CONNECTOR(S) <br />1111191110111 <br />aNN9lKm <br />71R7aaNa <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 1/2" WOOD PANELS <br />60 <br />(2) 1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG WOIST <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />STRENGTH CLG. BOARD <br />SECURE IJOIST TO TOP PLATE <br />w/ (2)12d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 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 />SEE SHEET SIAA FOR <br />NAIL SIZE AND PATTERN <br />I -JOIST CONNECTION @ L.B.W. <br />4 SCALE: 3/4' T-U' <br />(NO UPLIFT) <br />DEPTH 1/4'D <br />—HOLE EDGE >5/6' <br />--HOLE DIAMETER <br /><2/5'D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 12"=1'-0" <br />EDGE >5/9' <br />HOLE DIAMETER <br />< 3/5'0 DBL. STUD <br />ENGINEERED WOOD TRU <br />0 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 <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 />1X2, 2x WOOD FASCIA — <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />Z <br />GALV. COMMON NAILS. <br />IX2 SECURED W/ 10d <br />MASONRY BOND <br />GALV. COMMON NAILS <br />BEAM <br />12" O/C <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #22'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 GIRDER <br />TIEDOWN REQUIREMENTS. <br />A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) e x 5" TITEN HO TO CMU AND (12) SDS <br />*'x 2 J' TO GIRDER <br />8-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }' x 5" TITEN HD TO CMU AND (18) SDS *'x <br />3' TO GIRDER <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />(2) J' x 57ITEN HD TO CMU AND (18) SDS J' x 3' <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />ENSURE THAT CELLS ARE GROUTED <br />SOLID, W EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS 12 PLY MIN.) <br />C ALLOWABLE UPLIFT = 5885 LBS (2 PLY MIN.) <br />STYPICAL ROOF <br />SS2a 2b 2c GIRDER CONNECTOR(S) GALE <br />LSTA1220 GAUGE <br />W/ 10dx1/2 HDG COMMON NAILS. <br />® EACH END TOTAL OF 10 <br />IMIl <br />MO®t`m <br />Tg(CIalla <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 1/2- WOOD PANELS <br />60 <br />(2) 1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />LVUWOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 518" A.B. WITH <br />MIN. T' EMBEDMENT <br />.,1,.. TO SLAB L ( x <br />• I 2-12" TO PO NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB —� <br />LVL/WOOD POST CONNECTIONS <br />5 <br />A - SIMPSON IUS1.81116 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"1 WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 <br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4'" WEDGE-BOLT/J-BOLT, 6'MIN <br />EMBED (14) 1Od GALV. COMMON NAILS TO HEADER FL#17241 <br />C - SIMPSON MIU3.56/16 G <2900 LBS, U <210 LBS W/ (4) 39'WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2' GALV. NAILS TO JOIST <br />FL#17241 <br />D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/(B) TIT' WEDGE-BOLTfSBOLT, 5" <br />MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST <br />FL#25749 <br />E - SIMPSON MIU4.75H6 G < 3455 LBS, U <210 LBS W/ (8) 34' WEDGE-SOLTU-BOLT, 6'MIN. <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2' GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=T-0' <br />C47 MAX /W/1X4) <br />OR 1d4Y MAX(W 2X4) <br />MAX.�OR 2x4 BTM. CHORD BRACING <br />10'-0" O/C MAXSECURED W/ (2)10d <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 1/4" x 214' <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 21/4' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />7' COVER & 2' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3l4"=1'-0' <br />1x4 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 />END WALL OR OTHER <br />END TYPE CONDITION, IF <br />DEPICTED SEE PLAN <br />BTM. CHORD BRACING <br />O <br />SCALE. 3/4"=T-U* <br />PERPENDICULAR TO I -JOIST <br />(2) 2X12 <br />2C MAX. W/ 2e MAX. W/ W MAX. END <br />SYP. P.T. <br />O SH A HING <br />WOIST I.IOIST SPACING <br />FRONT t <br />SEE FRAMING PxyyLLAANN <br />TYP <br />LEDGER <br />q e <br />ENDTYP <br />LED E <br />LEDGER <br />m i <br />� <br />e <br />BOARD <br />10 F <br />(2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT <br />LEDGER BOARD TO J-BOLT OR TITEN BOLTS <br />REAR <br />BE USED PERPENDICULAR W/ 2" WASHER & 51/2" <br />LEDGER <br />WITH WOIST MIN. EMBED. (TYP) <br />PARALLEL TO I -JOIST <br />(2) 2X8 <br />SYP. P.T. <br />TRU 24" MAX. W/ 24" MAX. W/ 9" MAX. END <br />F A I IJOIST 11011T SPACING <br />FRONT <br />SEE FRAMING PLAN <br />P. <br />TYP. <br />LEDGER <br />w <br />END OF <br />LEDGER <br />wAER- <br />s e <br />BOARD <br />d <br />d <br />2X8 SYP P.T. 1l4'7(6' TAPCON <br />m s <br />LEDGER BOARD TO W/ 3" MIN, EMBED <br />BE USED PARALLEL TYPICAL <br />LE <br />TOm <br />(JOIST <br />1. ENSURE THAT EXP. BOLTS/J.BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 6' ALL AROUND BOLT. <br />2. SPLICE OF FROM AND REAR LEDGER SHOULD LAP A MIN OF 4'4'. <br />3. ALL BOLTS TO HAVE WASHERS. <br />4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN W O/C. <br />5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />I SIZE <br />IBOLTSIZE <br />IMMIUMMICIBIWAVAGNS <br />A <br />I DOUBLE SYP 2x8 <br />1 1/4" <br />1 all <br />24" O/C MAX. <br />B <br />DOUBLE SYP 2,112 <br />1 (2) 311V <br />1 8" <br />24" O/C MAX. <br />A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x G' TAPCONS Wl MINIMUM 3" EMBEDMENT. <br />B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3W x 10" EXP. BOLT/J-BOLT/TITEN BOLTS <br />W/ 5-1/7' MINIMUM EMBEDMENT <br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS <br />10 WOOD LEDGER DETAIL I -JOIST <br />SCALE. 3/4"=1'4' <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3)12d @ EA. <br />TRUSS(DIAG. BRACE TO <br />COVER 5TRUSSES) <br />0'-0' TO 30'4' (1)'0P BRACE <br />30'-1" TO 60'-0 (3)'W BRACE <br />(1) "X" BRACE 0 CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS —� <br />STIFFBACK (AS PER—� <br />TRUSSENG) <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT I <br />4'-0' O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT. PLATE <br />TO BLK W/ 1/2" DIA. <br />ANCHOR BOLT W/ Z' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' <br />MIN. EMBED. AT 32' OC <br />MAX. <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 6' <br />O.C. MAX <br />CONT, 2x4 SECURED W/ <br />(2)10d's 0 EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />7E-ENGD TRU PRSS SCALE:3/4'=1'-0' <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.a bdesigngmup.com <br />AA #: 0003326 <br />b <br />Q <br />5 <br />evannr. a r.OT: <br />ABBOTT PARK <br />LOT #12 <br />BLK#11 <br />Pltojm <br />04181000-12111 <br />MODMil C <br />3EFB <br />"2447—ROBIE" <br />GARAGE 871MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS I <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 />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ,7}. <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE F 1, L', <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 Fl AND F2 FORCES. <br />DptmT <br />ATW 05/24/21 <br />BCAr&:1/r = 1'-08 <br />ALTERNATE MATERIALS BST <br />SCALE: 3/4'=1'4' S3. IA <br />