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NOT USED <br />1 <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />(JOIST LVL PLATE STRAPS W/ 10d x 1 <br />12"HOG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: 3/4"=1'-V' <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATON <br /><L <br />OZ <br />p OOQ <br />PER ELEVATION N <br />I <br />MASONRY NAILS <br />@ 12" O.C. <br />1X2 FIRESTOP <br />-i`-i`—$8 <br />#8 WOOD SCREWS <br />x 2" LONG @ W O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />3/4"AS SHOWN <br />oil <br />�4„3/4" <br />SCREW EE PATTERN <br />FRAMING SPLAN) <br />DBL 2X12 SYP #2 LEDGER. SEE <br />BOLT SCHEDULE, 10/S3.1A. <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />TO EXTERIOR WALL <br />SCALE: 3/4"=9-0" <br />WOOD <br />LONG @ 3" 0 C.: z 2" <br />STAGGERED <br />AS SHOWN <br />DBL. 2X8 SYP #2 LEDGER. <br />SEE BOLT SCHEDULE, <br />i O/S3.tA. <br />41 <br />R CMU WALL I <br />EINF PER PLAN <br />PER ELEVATION <br />LLO 3 r SCREW PATTERN <br />3 10.. <br />taR <br />PERELEVATION <br />24" M (JOIST (SEE <br />2x4 P.T. CEILING FRAMING PLAN) <br />NAILER W/ <br />MASONRY NAILS <br />@ 12" O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />XRIOR WALL <br />.Z1, E: 3/4"=V-0" <br />(D412­�— <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. (AT <br />SHEATHING SEAMS) (BLOCKING <br />PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />NOT SHOWN FOR CLARITY) <br />O.C. <br />TRUSS (TYP) @ 24"MAX <br />a <br />2X4 DIAGONAL BTM. CHORD <br />ELEVATION 64 <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 - SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14)10d <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />GALV. NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32" OC MAX. <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS WI (14)10d <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <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 />SIMPSON SPH4 OR SPH6 BTM <br />12"GYP. WL. BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/(2)tOd's@EACH <br />FILL 10d xA3LHOLES,DO NOT USE <br />1/2"WASH R SETWEDGIN HCHOR HSTREN" <br />WASHER SET IN HIGH STRENGTH <br />POST CONNECTIONS <br />TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. <br />EPDXY 5-12" EMBED. MIN. @ 16" <br />3101:1 S(�)TRUSS/WNOOD <br />OC MAX, <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 <br />TRM POST CO,,,ECT,D,1 <br />SCALE: 3 4"=1'-0" <br />a• a. <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. <br />• # <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" SOB TO POST <br />TRUSS <br />CONNECTION L.B.W. <br />9a gb <br />POSTT08LA8 QONNIQMON <br />SCALE: 3/4"=V-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/ 6/8 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 2-1/2" NAILS TO POST. <br />d N. RONALD REAGAN 8L <br />LONGWOOD, FL32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.wm <br />AA #: 0003325 <br />A <br />BVSDIV. ae LOT: <br />ABBOTT PARK <br />LOT #10 <br />BLK #15 <br />PROJECT# <br />04181.000-10151 <br />MODEL: <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 811NO: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH E . C <br />