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1 NOT USED <br />USP LFTAB WI <br />(16) Sd COMMON NAILS 2x STUDS - <br />USP LFTA6 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 />(JOIST LVL PLATE STRAPS W/10d x i <br />1/2' HDG NAILS FL#17239 <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: 34'=1'-0" <br />#8 WOOD SCREWS I <br />x 2` LONG @ 3' O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />3/4" AS SHOWN <br />8' CMU WALL <br />REINF PER PLAN <br />I� ' <br />PER ELEVATION Ilya )4" <br />'�6bF <br />O ; H SCREW PATTERN <br />- I (JOIST (SEE <br />w FRAMING PLAN) <br />PER ELEVATION=—Zz <br />(2) 2z4 P.T. W/ BL 2X12 SYP #2 LEDGER. SEE <br />MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. <br />12" O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />TO EXTERIOR WALL <br />SCALE: 3l4"=1'-0' <br />#8 WOOD SCREWS x T /`- <br />LONG @ 3" O.C.; <br />STAGGERED <br />AS SHOWN <br />BL. 2X8 SYP #2 LEDGER. <br />SEE BOLT SCHEDULE, <br />10/S3.1A <br />I <br />8' CMU WALL <br />REINF PER PLAN <br />)4" <br />PER ELEVATION <br />SCREWPATTERN <br />u) Zp <br />30C1a <br />U <br />PER ELEVATION <br />24" M (JOIST (SEE <br />2x4 P.T. CEILING FRAMING PLAN) <br />NAILER W/ <br />MASONRY NAILS <br />@ 12' O.C. <br />iX2 FIRE -STOP SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />A TO EXTERIOR WALL <br />4 SCALE: 34`=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 />0 PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKINGG <br />TRUSS (TYP) @ 24' O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />PER EILEVATION <br />BRACING. SEE PLAN FOR <br />FOR ST RAPPING <br />LOCATION <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRIM TO TOP PUTE <br />5/8" GYPSUM BOARD OR I/? HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />A - USP MTW-12 U < 1195 LBS <br />STRENGTH CLG. BOARD <br />4x4/4z6 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 218 P.T. <br />LBS W/ (14) 10d 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 SPTH6 BTM <br />1/2" GYP. WL. BD, <br />AND TOP PLATE ANCHORS W! <br />10d x 1 112" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W! <br />CONT. 2x4 SECURED W/ (2)10d's (off EACH <br />FILL ALL HOLES, DO NOT USE <br />10d <br />1/2"x9` WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSSIWOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED (�10'-0'O.C. MAX. <br />x3' <br />EPDXY 5-1/2' EMBED. MIN. @ 16" <br />10a 10b 10c <br />OC MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />TRUSS .roPQffrDONNED" <br />8 <br />SCALE: 3 4'=1'-0' <br />• <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 MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W! (4)10d GALV. <br />COMMON NAILS TOP, (1)1W GALV. COMMON NAILS FACE, (12)1. <br />COMMON NAILS BACK, (1) 518" A.T.R. TO PHD4A AND (10) WS3 WOOD <br />TRUSS <br />CONNECTION @ L.B.W. <br />SCREWS TO POST FL#17240/FL#172419 <br />9a gb <br />POSTTO BLAB CONNECTION <br />SCALE: 3�4'=1'-0" <br />A&B - USP PAU44 POST BASE 4U:2,265 G:6,775 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 <br />USP PAU46 POST BASE <U:2,265 G:13,815 W/ S/8 DIA. x 6' EXP. BOLT FL#17239 <br />C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" AB. WITH MIN. 7" EMBEDMENT TO SLAB <br />8 (20)16d x 2-1/2' NAILS TO POST. FL#17324 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-11"78 <br />w .abdesigngwup.com <br />L AA #: 0003325 A <br />aY <br />Ck <br />p <br />0 <br />J <br />O <br />ki <br />SVHDiv. AI: LOT <br />ABBOTT PARK <br />LOT #1 <br />BLK #8 <br />Plto"=T111 <br />04181.000-01082 <br />MODEL: <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 8wn90: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />60 MPH EXP. <br />ROLM A ABOUCHACRA <br />L AR NO 93723 J <br />m2/191'-0"B <br />