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SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) Bd EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />IJOIST LVL PLATE STRAPS W/ 10d x 1 <br />12"HOG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL 2 <br />SCALE: 3/4"=1'-0" <br />#8 WOOD SCREWS <br />z 7' LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />3/4" AS SHOWN <br />8" CMU WALL <br />REINF. PER PLAN <br />PER ELEVATION oL <br />b IJOIST (SEE <br />ry ? FRAMING PLAN) <br />PER ELEVATION <br />Y <br />(2) 2.4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE <br />MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. <br />17. O.C. } <br />5: <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />TO BEARING ON EXTERIOR WALL <br />3 <br />#8 WOOD SCREWS <br />STAGGERED AS SHOWN <br />DBE. FLOOREE SYP #2 LEDGER. <br />GER <br />SCHEDULE, JOIST LEDGER <br />SCHEDULE, 10B3.1A <br />8" CMU WALL X 6' TAPCONS <br />REINF. PER PLAN J <br />PER ELEVATION <br />o IJOIST (SEE <br />ry ? FRAMING PLAN) <br />PER ELEVATION <br />2x4 P.T. CEILING 20• <br />NAILER W/ <br />MASONRY NAILSIj ,+ <br />0 12" O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />A TO EXTERIOR WALL <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 />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 />2X4 DIAGONAL BTM. CHORD <br />P ELEVATION <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN <br />TRU88 TO TOP PLATE 5/6, GYPSUM BOARD OR 1/2" HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" '•'.:7,x, <br />A-SIMPSON MTS12 STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />U <990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6' MIN. <br />GALV. NAILS. 16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 37' OC MAX. <br />B - (2) SIMPSON MTS12 DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP 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 />PROVIDE BLOCKING <br />o• <br />SIMPSON SPH4 OR SPH6 BTM 12"GYP. WL BD. <br />O • <br />AND TOP PLATE ANCHORS W/ <br />1.z i 1/2"COMMON NAILS SECURE BT. PLATE TO SLAB W/ <br />CONS. <br />USTALLE 2)10Bs' EACH <br />FILL ALL HOLES, DO NOT USE 1/2N9" WEDGE ANCHOR W/ 2" <br />10dx3„ WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 10'-lY' O.C. MAX. <br />TO <br />EPDXY 5-1/2" EMBED. MIN. @ 16" <br />d <br />OCa 10b I Oc <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />$ <br />TRU88 TO POST CONNECTION <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV: NAILS. <br />• 8 <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C - 2-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1M*X3"SDS, (1) 5/8— A.T.R. TO HDU4 AND (10) 1/4" X 2 1/7' BOB TO POST <br />TRUSS CONNECTION @ L.B.W. <br />POST TO SLAB CONNECTION <br />`�Q `emu SCALE: 3/4"=1'-0" <br />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. T' <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-1/'7' NAILS TO POST. <br />d N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 , <br />n <br />04 <br />zz <br />LLL-) <br />atmx)rv. & LOT. <br />ABBOTT PARK <br />LOT #9 <br />BLK #14 <br />PHASE #4C <br />Pi <br />OJECT# <br />04181.04C-09141 <br />1 01=4 <br />4EHB <br />"2605—HAYDEN" <br />GARAGE awtxG: <br />LEFT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />ROLAND A ABOUCRACRA <br />AR NO 93723 A <br />PRn" 02/07/22 <br />DATE <br />WCA.": 1/4"=1'-0" <br />DIKEET <br />S3.IB <br />