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SIMPSON H6 W/ (8) 8d <br />COMMON NAILS, EACH <br />SIMPSON H6 Wl <br />(8)ed COMM—­­ <br />EACH END <br />PLATE STRAPS W/ 10d x 1 <br />1/Z HDG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALLSCALE <br />8" CMU WALL <br />REINF. PER PLAN <br />PER ELEVATION A. <br />�hj <br />PER ELEVATION <br />(2) 2x4 P.T. Wl <br />MASONRY NAILS <br />a 1T O.0 <br />1X2 FIRE -STOP <br />08 WOOD SCREWS <br />x Z' LONG ® 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />3/4" AS SHOWN <br />—'k IJOIST (SEE <br />FRAMING PLAN) <br />DBL 2X12 SYP #2 LEDGER. SEE <br />BOLT SCHEDULE, 10/S3.1A. <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />3 TO BEARING ON EXTERIOR WALL <br />SCALE: 3/4"=1'-0" <br />8' CMU WALL <br />REINF. PER PLAN <br />PER ELEVATION <br />PER ELEVATION <br />2x4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />0 17' O.0 <br />1X2 FIRE -STOP <br />#8 WOOD SCREWS <br />x Z' LONG ® 3' O.C.; <br />STAGGERED AS SHOWN <br />DBL. 2X8 SYP #2 LEDGER. <br />SEE FLOOR JOIST LEDGER <br />SCHEDULE, 101331A <br />—}" X 6' TAPCONS <br />24• MU(. <br />IJOIST (SEE • <br />FRAMING PLAN) <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />4 TO EXTERIOR WALL <br />SCALE. 3/4"=V- <br />PRE-ENG GABLE TRUSS <br />214 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O C. (AT STRAP TRUSS TO PL. PRE-ENG <br />PRE{NG'D WOOD SEE SCHED. BELOW ROOF TRUSS <br />NOT <br />SHEATSHOWN FOR CLARITY) HING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. <br />MAX <br />e <br />2X4 DIAGONAL BTM. CHORD PER ELEVATION <br />BRACING. SEE PLAN FOR <br />LOCATION FOR STRAPPING <br />VERIFY PRE-ENG ROOF TRUSS <br />SECURE 2x6 Pi. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/6' GYPSUM BOARD OR 1/Z' HIGH <br />W/ 1/Z' DIA. ANCHOR BOLT W/ Z' A - SIMPSON MT612 STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH U < 990 LBS Wl (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) 100 BELOW FOR <br />PLATE W/ 12d's B. O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION <br />WALL W/ SYP No 2 STUDS SEE FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONO POURED BTM. PLATE TO BE PT. <br />LINTEL COURSE PROVIDE DBL. TOP PLATE <br />• O• <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM 1?' GYP. WL. BD. .0 . <br />AND TOP PLATE ANCHORS Wl <br />tOd x 1 1?' COMMON NAILS SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2) 10Us ® EACH FILL ALL HOLES, DO NOT USE 1P1'k9" WEDGE ANCHOR W/ Z' <br />TRUSS TO BE INSTALLED ® 10-0" O.C. MAX. tOd z 3' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS <br />EPDXY 5.12" EMBED. MIN. 0 16' 1 OCR 10b 1 OCi SCALE'. 3/4"=1'-0" <br />OC MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL TRusaroPosTcoNNEcr1DN <br />0 SCALE: 3/4"=1'-0" •' - A - SIMPSON MTS-12 U < 99 <br />n•. 0 LBS W/ (14) 10d GALV. NAILS. <br />• S • 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'tKY'SOS, (1) 5/9- AT.R. TO HDU4 AND (10) 1/4" X 2 1/Z SDS TO POST <br />TRUSS CONNECTION @ L.B.W. OONECT1p, <br />`�� ALJ SCALE: 3I4'=T-0'• A6B - 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 WI 5/8' A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB 6 (26) 16d x 2-lrZ' NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />L AA M: OD03325 <br />C <br />ate. <br />i <br />a <br />a <br />0 <br />SLTHaN Ac LOT: <br />ABBOTT PARK <br />LOT #17 <br />BLK #13 <br />PHASE #4B <br />PROJECT <br />04181.0413-17131 <br />bw ZT..9 <br />4EHB <br />"2605—HAYDEN" <br />GAPAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />m <br />02/08/22/4"=f-0".1B <br />