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IF <br />NOT USED <br />1 <br />USP LFTA6 W/ <br />(16) 8d COMMON NAILS 2x STUDS <br />USP LFTAB W/ (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 SPTH4/SPTH6 BTM. <br />W OIST LVL PLATE STRAPS W/ 10d x 1 <br />1/2"HDG NAILS FL#17239 <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />SCALE: 3/4"=V-0' <br />8"CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />LL <br />N O <br />VU <br />� �w <br />R ELEVATION l� <br />(2) 2x4 P.T. W/ <br />MASONRY NAILS <br />(� 12" O.C. <br />1X2 FIRE -STOP <br />.3"., <br />i� <br />#8 WOOD SCREWS 1 <br />x 2" LONG C W <br />STAGGERED OFF <br />CENTERLINE <br />3A" AS SHOWN <br />1 <br />3/4"3I4" <br />N SCREW PATTERN <br />IJOIST (SEE <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 />q TO EXTERIOR WALL <br />v2 SCALE: 3/4"=1'-0" <br />#8 WOOD <br />LONG9" 0 CEWS x 2" <br />STAGGERED <br />AS SHOWN <br />= <br />DBL. 2X8 SYP #2 LEDGER. <br />SEE BOLT SCHEDULE, <br />10/S3'1A' <br />1 <br />8"CMU WALL <br />REINF PER PLAN <br />PER ELEVATION mac. <br />3F :'• SCREW PATT RN <br />1 <br />� �a <br />PER ELEAI Eg <br />2x4 P.T, CEILING 24" M FRAMING PLAN ) <br />NAILER WI <br />MASONRY NAILS <br />@ 12" O.C. <br />1X2 FIRE -STOP SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />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 BAYS 4'-0" O.C. <br />SHEATHING SEAMS) (BLOCKINGG <br />O PRE-ENG'D WOOD <br />SEE SCHED, BELOW <br />ROOF TRUSS <br />NOT SHOWN FOR CLARITY) <br />TRUSS (TYP) G 24" O.C. <br />MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />PERE VATION <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 />5/8" GYPSUM BOARD OR 12" HIGH <br />Wl 1/2" DIA. ANCHOR BOLT W/ 2" <br />A - USP MTW-12 U < 1195 LBS <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO, 2 <br />WASHER SET IN HIGH <br />W/ (14)10d GALV. COMMON <br />SECURE TRUSS TO TOP PLATE W/ (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 MT W-12 U c 2390 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2z8 P.T. <br />LBS WI (14) 10tl GALV. <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />COMMON NAILS EA. <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 />' O• <br />PROVIDE BLOCKING <br />USP SPTH4 OR SPTH6 BTM <br />12" GYP. WL. BD. <br />0 <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONS. 2x4 SECUREDWl 0d's®EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx 3" <br />12"x9" WEDGE ANCHOR W/2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/VVOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLLEDED 0(Q 10'-0" O.C. MAX. <br />EPDXY 5-12" EMBED. MIN. @ 16" <br />1 Oa 10b 1 Oc <br />OC MAX. <br />CALE: 3l4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GAB LE TRUSS @CMU WALL <br />°' <br />ae. <br />5Rt=TO POST CONNECTION <br />O <br />SCALE: 3l4"=1'-0" <br />_/e•.e °': <br />A- USP MTW-12 U: 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 <br />B - USP HTW-20 U < 2045 LBS W/ (20) 10d VALV. COMMON NAILS. FL#17244 <br />C - USP MUGT/PHD4A U - 3715 LBS MUGT TO TRUSS W/ (4) 10d GALV. <br />COMMON NAILS TOP, (6) iOd GALV. COMMON NAILS FACE, (12)10d <br />COMMON NAILS BACK, (1) 5/8r' A.T.R. TO PHD4A AND (10) WS3 WOOD <br />TRUSS CONNECTION @ L.B.W. <br />SCREWS TO POST FL#17240/FL#172419 <br />Po97ToffiJ1eCONNEcnON <br />3/4"=1'-0" <br />A8B - USP PAU44 POST BASE N:2,265 G:6,775 Wl5/8 DIA. x 6" EXP. BOLT FL#17239 <br />USP PAU46 POST BASE <U:2,265 GA 3,815 W/ 518 DIA. x 6" EXP. BOLT FL#17239 <br />C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB <br />& (20)16d x 2-12" NAILS TO POST. FL#17324 <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD,FL3275O <br />PH: 407-7745078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />L AA #: 0003325 <br />I <br />O <br />: <br />Oi <br />S <br />j <br />LL <br />Svsurv. ae Loan <br />ABBOTT PARK <br />LOT #45 <br />BLK #9 <br />IraoimcT# <br />04181.000-45091 <br />MODffiLa <br />4EHB <br />"2605-HAYDEN" <br />GAMAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I -JOIST) <br />160 MPH EXP. C <br />