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NOT USED <br />USP LFTA6 W/ <br />(16) 8d COMMON NAILS 2z STUDS <br />USP LFTAB W/ (1 B) 8d EACH END <br />COMMON NAILS, EACH FLAM7244 <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUD& <br />PLYWOOD FLOOR <br />SHEATHING <br />USP SPTH41SPTHS BTM. <br />WOIST LVL PLATE STRAPS WI 10d x 1 <br />1/2"HDG NAILS FL#17239 <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />.3".. <br />#8 WOOD SCREWS 1 <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />3/4" AS SHOWN <br />8"CMU WALL1 <br />REINF PER PLAN <br />PER ELEVATION I-314" <br />�l�F <br />O ;� SCREW PATTERN <br />30 FRDISTAMING PLAN)x� <br />w <br />PER L NATION <br />(2) 2x4 P.T. W/ BL 2X12 SYP #2 LEDGER. SEE <br />MASONRY NAILS BOLT SCHEDULE, VVS3.1A. <br />12" O.C. <br />1X2 FIRESTOP <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />TO EXTERIOR WALL <br />SCALE: 3/4"=1'-0" <br />LONG 00 SCREWS x 2" Ixy— <br />STAGGERED <br />AS SHOWN <br />DBL. 2X8 SYP #2 LEDGER. <br />SEE BOLT SCHEDULE, <br />10/S3.1A. <br />8" CMU WALL <br />REINF PER PLAN <br />f <br />k3J4" <br />PERE EVATION <br />LLO •+' SCREW PATTERN <br />K dui <br />Qa <br />R LVAI N m� <br />2x4 P.T. CEILING 24" M wOISTFRAMI(SiE <br />PLAN) <br />NAILER W/ <br />MASONRY NAILS <br />@ 12" O.C. <br />1X2 FIRESTOP <br />SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />TO EXTERIOR WALL <br />SCALE: 3/4"=V-0" <br />NOT USED <br />5 <br />NOT USED <br />NOT USED <br />6 <br />� <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. (AT <br />SHEATHING SEAMS) (BLOCKING <br />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />NOT SHOWN FOR CLARITY) <br />TRUSS (TYP) C 24" O.C. <br />MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />PER ELEVATION 6ilk <br />ION 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 />5/8" GYPSUM BOARD OR 1/2" HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />A - USP MTW-12 U- 1196 LBS <br />STRENGTH CLG. BOARD <br />4z414x6 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 MTW-12 U < 2390 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />LEIS W/ (14) tOtl GALV. <br />BELOW FOR <br />PLATE W/ 12d's S" 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 />• <br />PROVIDE BLOCKING <br />O• <br />USP SPTH4 OR SPTHB BTM <br />i/2" GYP. WL. BD. <br />o• <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2"COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />�— CONT. 2x4 SECURED W/ (2)10d's @ EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />1/2"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. 0 16" <br />110a 10b 10c <br />OC MAX. <br />SCALE: 3l4'=V-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 <br />sTOPOST 00NNECTaN <br />SCALE: 3/4"=l'-0' <br />e _ <br />A - USP MTW-12 U < 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 <br />'• S <br />B - USP HTW-20 U < 2045 LEIS WI (20) 10d VALV. COMMON NAILS. FL#17244 <br />C - USP MUGT/PHD4A U < 3716 LBS MUGT TO TRUSS W/ (4) 10d GALV, <br />COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12) 10d <br />COMMON NAILS BACK, (1) 5/8"" A.T.R. TO PHD4A AND (10) WS3 WOOD <br />TRUSS <br />CONNECTION @ L.B.W. <br />SCREWS TO POST FL#17240IFL#172419 <br />POET TD BLAB CONNECTION <br />9a 9b <br />SCALE: 3/4"=V-0" <br />A8B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/S DIA. z 6" EXP. BOLT FL#17239 <br />USP PAU46 POST BASE-U:2,265 G:13,815 WI 518 DIA. x 8" 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 />6 (20)16d x 2-1/2" NAILS TO POST. FL#17324 <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />N <br />fail <br />etTUDIV. k LOT <br />ABBOTT <br />LOT #42 <br />BLK #9 <br />PROJECT# <br />04181.000-42093 <br />MODEic <br />3EEB <br />"2260—ELSTON" <br />GARAGE 871ING: <br />LEFT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />60 MPH EXP. <br />Ec <br />DA� 11/20/19 <br />SCALE: 1/4"=V-0" <br />esEET <br />S3.1B <br />