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SIMPSON H6 W/ (8) 8d <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />WOIST <br />1610U l . <br />EACH END <br />PLATE STRAPS W/ 10d x 1 <br />1/2" HDG NAILS <br />WALL / FLOOR FRAMING, <br />2 I -JOIST PARALLEL TO WALL <br />SCALE: 3/4"=r-a' <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'O WOOD <br />SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) MAX <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR FOR STRAPPING <br />LOCATION VERIFY <br />SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN <br />W/ 12" DIA. ANCHOR BOLT WI 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" MIN. <br />EMBED. AT 32" OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 12d's 8" O.C. MAX <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 20 SECURED W/ (2)10d's Q EACH <br />TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @CMU WALL <br />8 SCALE: 3l4"=1'-0" <br />B"CMU WALL— <br />REINF PER PLAN <br />(2) 2x4 P.T. W/ — <br />MASONRY NAILS <br />0 12" O.C. <br />1X2 FIRE -STOP — <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />TM= TO TOP PLATE <br />A-SIMPSON MTS12 <br />U < 990 LBS W/ (14) 10d <br />GALV. NAILS. <br />B - (2) SIMPSON MTS12 <br />U < 1420 LBS W/ (14) 10d <br />GALV. NAILS EA. STRAP <br />#8 WOOD SCREWS <br />x 2" LONG C 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />3l4" AS SHOWN <br />I <br />3/4" <br />BCREW PATTERN <br />IJOIST (SEE <br />FRAMING PLAN) <br />DBL 2X12 SYP#2 LEDGER. SEE <br />BOLT SCHEDULE, 101S3.1A. <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />(_,_'),TO EXTERIOR WALL <br />SCALE: 3/4"=V-0" <br />SIMPSON SPH4 OR SPH6 BTM <br />AND TOP PLATE ANCHORS WI <br />10d x 1 12" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />1 Od x 3" <br />PRE-ENG ROOF TRUSS <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />STRENGTH CLG.BOARD <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />20 OR 2z6 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 />12" GYP. WL. BD. <br />SECURE ST. PLATE TO SLAB W1 <br />12"x9" WEDGE ANCHOR W/2" <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. C 1S" <br />OC MAX. <br />9a gb TRUSS CONNECTION L.B.W. <br />SCALE: 3/4"=V-0" <br />#8 WOOD SCREWS x 2" <br />LONG G 3" O.C.; <br />STAGGERED <br />ASSHOWN <br />BL. 2X8 SYP LEDGER. <br />SEE BOLT SCHEDULE, <br />10/S3.1A. <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />p SCREEW PPATTERN <br />°rr ��W <br />I IP —1-JOIST (SEE <br />2x4 P.T. CEILING 24" M FRAMING PLAN) <br />NAILER W1 <br />MASONRY NAILS <br />0 12" O.C. <br />1X2 FIRE -STOP Al <br />SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />4 TO EXTERIOR WALL <br />SCALE: 34'=1'-0" <br />HUvriHv�s <br />6 SYP N0. 2 <br />WOOD POST TO <br />SLAB. <br />SLAB. SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL#17239 <br />TRUSS/WOOD POST CONNECTIONS <br />10a 10b 10C SCALE: 3 a"=r-0^ <br />TRU88 TO POET CONNECTION <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4'k3"SOS,(1) 5/8-A.T.R. TO HDU4 AND (10)1/4"X21/2"SDS TO POST <br />POST TO BLAB CONNECTION <br />A&B - 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 G:10,335 W/ 5M DIA, x 6" EXP. BOLT <br />C - SIMPSON HTTS POST ON SLAB <U:4,565 Wl 5/8" A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL3276O <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />W. ww abdealgngroup.com <br />AA #: 0003326 <br />.1 <br />C <br />tlmm <br />UDDIV ae LOT <br />ABBOTT PARK <br />LOT #39 <br />BLK. #9 <br />PROn=T# <br />04181.000-39091 <br />HODELc <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SIMMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />