Laserfiche WebLink
NOT USED <br />1 <br />USP LFTA6 W/ <br />(16) 8d COMMON NAILS 2x STUDS <br />USP LFTA6 Wl (16) 8d EACH END <br />COMMON NAILS, EACH FL#17244 <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />USP SPTH4ISPTH6 BTM. <br />IJOIST LVL PLATE STRAPS W/ 10d x 1 <br />112"HOG NAILS FL#17239 <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />SCALE: 3/4"=1'-0" <br />G) <br />8"CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />0 z <br />p <br />3 1z <br />O� <br />PER LEVATION m <br />(2) 2x4 P.T. WI <br />MASONRY NAILS <br />12" O.C. <br />1X2 FIRE -STOP <br />`—#8 <br />#8 WOOD SCREWS <br />x 2" LONG a 3" O.C.; N1 <br />STAGGERED OFF - <br />CENTERLINE <br />314" AS SHOWN <br />' <br />SCREW PATTERN <br />IJOIST (SEE <br />FRAMING PLAN) <br />DBL 2X72 SYP #2 LEDGER. SEE <br />BOLT SCHEDULE, t0IS3.1A. <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />TO EXTERIOR WALL <br />SCALE: 314"=1'-0" <br />WOOD <br />LONG N 3" 0 C.; x 2" <br />STAGGERED <br />AS SHOWN <br />No <br />DBL. 2X8 SYP #2 LEDGER. <br />SEE BOLT SCHEDULE, <br />101S31A. <br />) <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />LLO 3� SCREW PATTERN <br />Z <br />px <br />0w <br />�Qj <br />P R VATI N m <br />1-JOIST (SEE <br />24" M ) <br />2x4 P.T. CEILING FRAMING PLAN <br />NAILER W/ <br />MASONRY NAILS <br />@ 12" O.C. <br />1X2 FIRE -STOP SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />1 TO EXTERIOR WALL <br />4 SCALE: 314"=1'-0" <br />NOT USED <br />5 <br />NOT USED <br />NOT USED <br />6 <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO SAYS 4'-0" O.C. (AT <br />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />PERE EVATION <br />ION I I <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2X6 PT. PLATE TO BLK <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 />A - USP MTW-12 U < 1195 LBS <br />STRENGTH CLG. BOARD <br />4X4/46 SYP NO.2 <br />WASHER SET IN HIGH <br />W/ (14) 10d GALV, COMMON <br />SECURE TRUSS TO TOP PLATE wl (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32" OC MAX. <br />B - (2)USP MTW-12 U . 2390 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T, <br />LBS W/ (14) 10d GALV. <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />COMMON NAILS EA. <br />2X4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />CONNECTION <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 />USP SPTH4 OR SPTH6 BTM <br />1/2" GYP. WL. BO. <br />0." <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />SECURE SIT, PLATE TO SLAB W/ <br />CONT, 2x4 SECURED W/(2)10d's@EACH <br />FILL ALL HOLES, DO NOT USE <br />1rz"x9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTHEPDXY <br />POST CONNECTIONS <br />TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. <br />5-1/2"EMBED. MIN. @ 16° <br />�TRUSS/WOOD <br />1 Oa 10b <br />OC MAX. <br />SCALE: 3/4"=V-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS CMU WALL <br />°° <br />8 <br />° <br />TRUSS TO POST CONNECTION <br />SCALE: 3 4"=1'-0" <br />a° ° <br />A- USP MTW-12 U - 1195 LBS W/(14) 10d GALV. COMMON NAILS. FL#17244 <br />'• ! . <br />B - USP HTW-20 U - 2045 LBS W/ (20) 10d VALV. COMMON NAILS. FL#17244 <br />C - USP MUGTIPH04A U < 3715 LBS MUGT TO TRUSS W/ (4) 10d GALV. <br />COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d <br />COMMON NAILS BACK, (i) 518° A.T.R. TO PHD4A AND (10) WS3 WOOD <br />TRUSS CONNECTION @ L.B.W. <br />SCREWS TO POST FL#172401FL#172419 <br />BLAB CONNECTION <br />9a gb <br />SCALE: 3/4"=V-0" <br />E.M.TO <br />- USP PAU44 POST BASE-U:2,265 G:6,775 WI 518 DIA. x 6" EXP. BOLT FL#17239 <br />USP PAU46 POST BASE <U:2,265 G:13,815 W/ &S DIA x 6" EXP. BOLT FL#17239 <br />C - USP HTT4 POST ON SLAB-U:4,465 W/ 5I8" A.B. WITH MIN, 7" EMBEDMENT TO SLAB <br />& (20) 16d x 2-112" NAILS TO POST. FL#17324 <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407.7748078 <br />FAX: 407-7744078 <br />wwwAbdosigngroup.com <br />AA N: 0003325 <br />i <br />IY <br />5 <br />I <br />asill <br />p <br />ll <br />W�U <br />aUBDM ae WTI <br />ABBOTT PARK <br />LOT #27 <br />BLK #8 <br />PROJECT <br />04181.000-27083 <br />MODEIs <br />4EHB <br />"2605— HAYDEN" <br />OARAOE OWWO: <br />LEFT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />%160 MPH EXP, C <br />RGLMV A. ABOUiRAM <br />L AR NO 93i 723 J <br />I <br />ATI : 11/26/19 <br />CALE: 1/4"=1'-0" <br />HEET <br />s3.1B <br />