Laserfiche WebLink
SIMPSON H6 W/ (8) Sd <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF"BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />(o/« <br />EACH END <br />(JOIST / LVL-/ PLATE STRAPS W/ 1.W x 1 <br />1/2" HDG NAILS <br />WALL / FLOOR FRAMING, <br />2 I -JOIST PARALLEL TO WALL <br />SCALE: 3/4"=1'•0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0"O.C. (AT PRE{NG'D WOOD <br />O <br />SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0O.C. <br />NOT SHOWN FOR CLARITY) MAX <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR <br />LOCATION FOR STRAPPING <br />VERIFY <br />SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN <br />W/ VT DIA, ANCHOR BOLT W/ 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 B" O.C. MAX <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 20 SECURED W/ (2)10d's @ EACH <br />TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />$ SCALE: 3/4"=l'-O" <br />8" CMU WALL— <br />REINF PER PLAN <br />(2) 2x4 P.T. Wl - <br />MASONRY NAILS <br />0 12" O.C. <br />1X2 FIRESTOP- <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />TRUSS 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 />SIMPSON SPH4 OR SPH6 BTM <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />3/4" AS SHOWN <br />1 <br />3/4" <br />iv JOIST (SEE 8CREW PATTERN <br />( <br />FRAMING PLAN) <br />DBL 2X12 SYP#2 LEDGER. SEE <br />BOLT SCHEDULE, 10/S3.1A. <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />TO EXTERIOR WALL <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 />2x4 OR 2x6 WOOD BEARING <br />WALL Wl 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 W/ <br />12"x9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. G 16" <br />OC MAX. <br />„� TRUSS CONNECTION @ L.B.W. <br />`9Q 9b SCALE: 3/4„=1'•0" <br />#8 WOOD SCREWS x 2" <br />LONG a 3" O.C.; <br />STAGGERED <br />ASSHOWN 1 <br />DBL. 2X8 SYP#2 LEDGER. <br />SEE BOLT SCHEDULE, <br />10/S3.1A. <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATIONAk S/4" <br />OLL 3'' SCR, EW PATTERN <br />iUU <br />P R ELEVATION <br />24" M IJOIST IS <br />2x4 P.T. CEILING FRAMING PLAN) <br />NAILER Wl <br />MASONRY NAILS <br />@ 12" O.C. <br />1X2 FIRE -STOP SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />4 TO EXTERIOR WALL <br />SCALE: 3/4"=1'-0" <br />04/46 SYP N( <br />WOOD POST T <br />SLAB. SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL#17239 <br />TRUSS/WOOD POST CONNECTIONS <br />10a 10b 10c SCALE: -"=I-' <br />TRUSS TO POST 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 />1ANTSDS, (1) 5/8"' A.T.R. TO HDU4 AND (10)1/4" X 2 12" SOS TO POST <br />POST TO BLAB CONNECTION <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6" EXP, BOLT <br />SIMPSON ASU46Z POST BASE <U:2,300 G10,335 W/ 518 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <1.1:4,565 W/ 5/8" A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB 8 (26)16d x 2-12" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL32750 <br />PH:407-7748078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />yq� <br />g <br />a <br />G <br />a <br />7 <br />iLL.) <br />eUDDIV. a# LOT: <br />ABBOTT PARK <br />LOT #1 <br />BLK. #9 <br />P1tOJECT# <br />04181.000-01091 <br />MCDELo <br />4EHB <br />"2605— HAYDEN" <br />GARAGE SWING: <br />LEFT <br />PACE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />PaWT 8/15/20 <br />DATE <br />BCA* X" 1/4"=1'-0" <br />at*IZET <br />S3.1B <br />