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SIMPSON H6 W/ " <br />(8)8d COMMON NAILS 2x STUDS #8 WOOD SCREWS x 2' <br />SIMPSON H6 W/ (8) 8d EACH END LONG @ 3" O.C.; <br />COMMON NAILS, EACH STAGGERED <br />END EVERY STUD OR ON #8 WOOD SCREWS I AS SHOWN <br />EACH END OF "BUNDLE" x 2" LONG @ 3" O.C.; <br />OF STUDS STAGGERED OFF <br />CENTERLINE DBL. 2X8 SYP #2 LEDGER. <br />PLYWOOD FLOOR 3/4" AS SHOWN SEE BOLT SCHEDULE, <br />SHEATHING I 10/S3.1 A. <br />8" CMU WALL <br />REINF PER PLAN ° 8" CMU WALL <br />S REINF PER PLAN <br />PER ELEVATION ° _3/4" e11/4 <br />PER ELEVATION <br />O F N SCREW PATTERN 0 SCREW PATTERN <br />0= _ I -JOIST (SEE z0= <br />o T_Lp< N FRAMING PLAN) U) m 00 <br />Z*w O p4nQ <br />PER ELEVATION N m=Z Z;*w <br />PER ELEVATION N m =Z <br />(2) 2x4 P.T. W/ I -JOIST (SEE <br />DBL 2X12 SYP #2 LEDGER. SEE 2x4 P.T. CEILING 24 MA) MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. ) <br />@ 12" O.C. NAILER W/ FRAMING PLAN <br />MASONRY NAILS <br />SIMPSON SPH4/SPH6 BTM. 1X2 FIRE -STOP @ 12" O.C. <br />I -JOIST LVL PLATE STRAPS W/ 10d x 1 1X2 FIRE -STOP <br />1/2 HDG NAILS SECTION DETAIL SECTION DETAIL <br />WALL / FLOOR FRAMING, AT I -JOISTS PERPENDICULAR AT I -JOISTS PARALLEL <br />NOT USED 2 I -JOIST PARALLEL TO WALL TO EXTERIOR WALL TO EXTERIOR WALL <br />1 SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" <br />5 NOT USED <br />6 NOT USED 7(:NOT USED <br />PRE-ENG GABLE TRUSS 01 <br />2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG <br />AT FIRST TWO BAYS 4'4" O.C. (AT SHEATHING SEAMS) (BLOCKING —PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. SEE SCHED. BELOW ROOF TRUSS <br />NOT SHOWN FOR CLARITY) MAX <br />o <br />2X4 DIAGONAL BTM. CHORD PER ELEVATION <br />BRACING. SEE PLAN FOR <br />LOCATION FOR STRAPPING PRE-ENG ROOF TRUSS <br />VERIFY <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH <br />T_, y <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO <br />STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE <br />EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE <br />SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION <br />• WALL W/ SYP No 2 STUDS SEE FL#17239 <br />LINTE <br />PLANS FOR SPACING. SINGLE <br />POURED BTM. PLATE TO BE PT. <br />LINTEL COURSE PROVIDE DBL. TOP PLATE <br />. °. <br />• • • PROVIDE BLOCKING <br />10+ <br />SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. <br />AND TOP PLATE ANCHORS W/ SECURE BT. PLATE TO SLAB W/ <br />10d x 1 1/2" COMMON NAILS 1/2"x9" WEDGE ANCHOR W/ 2" <br />CONT. 2x4 SECURED W/ (2) 10d's @ EACH FILL HOLES, DO NOT USE WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED @ 10-0 x 3" <br />O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ 16" 10a 10b 10c <br />OC MAX. SCALE: 3/4"=V-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />TRUSS TO POST CONNECTION <br />8 <br />SCALE: 3/4"=V-0" a 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 />1/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2" SDS TO POST <br />TRUSS CONNECTION aL.B.W. POST TO SLAB CONNECTION <br />9a gb <br />SCALE: 3/4"=V-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />w <br />� <br />J <br />p <br />w <br />i <br />u <br />o <br />o <br />Q <br />U <br />w <br />U <br />�► <br />2 <br /><Q <br />N <br />N <br />A <br />Lu <br />� <br />0 <br />Q <br />0 <br />Q <br />CW <br />M <br />0 <br />C <br />A <br />A <br />A <br />C <br />i~ <br />v <br />ti <br />EQ <br />SUHDIV. & LOT: <br />ABBOTT <br />PARK <br />LOT #38 <br />BLK #9 <br />PROJECT# <br />04181.000-38091 <br />MODEL: <br />3EFB <br />"2447— ROBIE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />(I— JO IS T) <br />60 MPH EXP. C <br />10 <br />ARCHITECT - <br />STATE OF FLORIDA <br />i <br />R AR NO 93723 CRA <br />PRINT 05 26 20 <br />DATE: l <br />SCALE: 1/4" = 1'-0" <br />SHEET <br />S 3. 1 <br />