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FLOOR DECK <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16""x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 10'-0" BUT REFER TO <br />TRUSS ENGINEERING <br />TRUSS <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />SCALE: 3l4"=1'-0" <br />StMPSON H6 W/ <br />(8)Bd COMMON NAILS 21 STUDS <br />SIMPSON H6 W/ (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />FL OORPLATE STRAPS W/ 10d x 1 <br />12"HOG NAILS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=1'-0" <br />DBL PT 2x6 BLKNG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1 ST PLY <br />INTO LEDGER AND 10d @ 3" O.C. <br />STAGGERED UPPER PLY INTO 216 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />N z <br />OU <br />O �g5�w <br />PER ELEVATION m <br />lX2 FIRE -STOP <br />- <br />MI <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />314' AS SHOWN <br />SIMPSON A23 <br />EA.TRUSS /q^ <br />I4ALL.YiG PATTERN <br />- PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />DBL 2XLEDGER FRAMING PLAN) <br />_ <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />3 ON EXTERIOR WALL <br />SCALE: 3/4'�t'-0" <br />#8 WOOD SCREWS x 2" <br />LONG ® 3" O.C.; <br />STAGGERED MI <br />AS SHOWN III <br />DBL 2X8 LEDGER 11yIN11 <br />TO CMU W/ 12" Er BOLT <br />8" CMU WALL AT 16" O.C. AND 8"FROM <br />HE PER PLAN END W/ MIN 5-11T EMBED. <br />FLOOR DECK <br />PER ELEVATION /4" <br />3Z NALLYi'GjPPAATTERN <br />3 �OU <br />Oa' �g5�w <br />PER ELEVATION m <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING 24" FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />@ 12" O.C. <br />1X2 FIRE -STOP SECTION DETAIL <br />AT TRUSSES PARALLEL <br />4 TO EXTERIOR WALL <br />SCALE: 3/4"=1'-W <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLKNG BETWEEN <br />TRUSSES Wl 10d @ 3" O.C. 1 ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4) 16d NAILS <br />INTO LEDGER AND 10d Q 3" O.C. <br />98 WOOD SCREWS <br />NOTE: <br />@ TOP OF FUR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG @ 3" O.C.; <br />2x4AI TOENAIL BLOCKING <br />TRUSS . B4A10E. Bd <br />( ) <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2N0 FLR) <br />3/4" AS SHOWN <br />2x4 BRACE 48" O.C. wl (5)12d <br />V-4" MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />tµ <br />NAILS @ EA, END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 112" EXP. BOLT MI <br />8d RING SHANK NAILS 0 4" O.C. MAX <br />(SBT. OF FLOOR TRUSS <br />8" CMU WALL <br />AT 16' O.C. AND 8" FROM <br />INTO BLOCKING <br />(ST. 2X61S FOR WALL <br />SHEATHING NAILER) <br />REINF PER PLAN <br />END W/ MIN 5-12" EMBED. <br />1 Sd NAILS @ IT' O.C. MAX <br />1X2 FIRE -STOPPER <br />ELEVATION <br />FLOOR DEC Ifl �'4, <br />PER ELEVATION PER ELEVATION <br />U. <br />O i <br />NAILING PATTERN <br />0O <br />a <br />VU <br />PER ELEVATION m—az- <br />PER ELEVATION PER ELEVATION <br />24" M PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />NAILER WI <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />MASONRY NAILS <br />@,2 G.C. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM RED. <br />EVERY TRUSS (VERIFY <br />IX2 FIRESTOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSONHETA-160 <br />W/ TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />3T O.C. MAX. <br />(VERIFYWITRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5 <br />sCALE:34=,-0 <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <br />O7 <br />SCALE: 314"=1'-0" <br />/ <br />PRE-ENG GABLE TRUSS <br />2.4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS N-0" O.C. (AT <br />PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />0IN <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) <br />0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER ELEVATION J41 <br />I I <br />FOR STRAPPING <br />I I <br />� <br />VERIFY <br />PRE{NG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BILK <br />W/TRUSS PLAN <br />TRUSS TO TOP PLATE <br />518' GYPSUM BOARD OR 1/2"HIGH <br />W/ 1/2" DIA ANCHOR BOLT W/ 2" <br />- <br />A - SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4X4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14)10d <br />SECURE TRUSS TO TOP PLATE w! (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />GALV. NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32" OC MAX. <br />B- (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2X8 P.T. <br />U < 1420 LBS W/ (14)10d <br />BELOW FOR <br />PLATE W/ 12ds S" O.C. MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC.POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />• <br />PROVIDE BLOCKING <br />O• <br />•0: <br />SIMPSON SPH4 OR SPH6 BTM, <br />12" GYP. WL. BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 112, COMMON NAILS <br />SECURE ST. PLATE TO SLAB WI <br />CONT. 2x4 SECURED W/ (2)10ds @ EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />12"x9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 010'-0.O.C. MAX. <br />EPDXY 5-1/2' EMBED. MIN. Q 16" <br /><� .1 <br />1 OQ 10b I Oi�i <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END.BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />`` <br />TMAMTDPOSTCON ECRON <br />O <br />SCALE: 3/4"=1'-0" <br />" " <br />A: SIMPSON MTS-12 U < 990 LBS Wl (14)10d GALV. NAILS. <br />• LL . <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGTIHOU4 U < 4565 LBS VGT TO TRUSS WI (16) <br />1/4"x3"SDS, (1) 5/6'- A.T.R. TO HDU4 AND (10)1/4" X 2 12" SDS TO POST <br />CONNECTION @ <br />-TRUSS <br />9a <br />CONNEN <br />`9b <br />SCALE: 3/4"=V-0" <br />A8B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 GAO 335 W/ 518 DIA. x 6' EXP. BOLT <br />_ <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5!8" A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2"NAILS TO POST. <br />A N C N I T E G T N <br />6 <br />Grou ' Una <br />WS N. RONALD REAGAN BL1 <br />LONGWOOD, FL 32750 <br />PH: 407-774.5078 <br />FAX: 407-7744078 <br />www,abdesWigmup.com <br />AA #, 0003325 <br />Y <br />Y <br />0 <br />C <br />0. <br />9tMDLV Ae LOOT: <br />SILVERADO <br />LOT #1 <br />BLK #18 <br />PROJECT# <br />03719.000-01182 <br />MODEL: <br />"2045-LANTANA" <br />GARAGE 91rMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />