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SIMPSON H6 W/ (8) Bd <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 H6 W/ <br />Mad COMMON N°s c <br />EACH END <br />IJOIST J LVLJ PLATE STRAPS W/ tOd x i <br />1/2" HDG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: -" V-0' <br />8" CMU WALL <br />REINF. PER PLAN <br />PER ELEVATION <br />H <br />�C— <br />P R VAT <br />2.4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />® 17' O.C. <br />1X2 FIRE -STOP <br />#8 WOOD SCREWS <br />x 2" LONG ® 3" O.C.; <br />STAGGERED AS SHOWN <br />#8 WOOD SCREWS <br />DBL. 2X8 SYP #2 LEDGER. <br />x 2" LONG 0 3" O.C.; <br />SEE FLOOR JOIST LEDGER <br />STAGGEREDOFF <br />-SCHEDULE, 10/S3.1A <br />CENTERLINE <br />—J' X 6" TAPCONS <br />8" CMU WALL //-314" AS SHOWN <br />REINF. PER PLAN / <br />PER ELEVATION <br />y3� 4 <br />IJOIST (SEE O I -JOIST (SEE <br />FRAMING PLAN) FRAMING PLAN) <br />r <br />PER ELEVATICN <br />(2) 2x4 P.T. W V DBL 2X12 SYP #2 LEDGER. SEE <br />MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. <br />a 17' O.C. <br />1X2 FIRE -STOP , <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />TO EXTERIOR WALL <br />3 SCALE: 3/4"=1' I" <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />4 TO BEARING ON 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 />e PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOC KING <br />TRUSS (TYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />2X4 DIAGONAL BTM. CHORD <br />P ELEVATICN <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2xe PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 11T HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/7' <br />• <br />A - SIMPSON MTS12 <br />STRENGTH CLG BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />�"s. <br />U < 990 LBS W/ (14) 10d <br />SECURE TRUSS TO TOP PLATE412) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />GALV. NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32" CC MAX <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS VW (14) 10d <br />BELOW FOR <br />PLATE W/ 12d% 8' O.C. MAX <br />GALV. NAILS EA STRAP <br />2x4 OR 216 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 <br />1/2" GYP. WL. BD. <br />AND TOP PLATE ANCHORS W/ <br />70d x 1 1/2" COMMON NAILS <br />SECUREST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2) 10d's C EACH <br />FILL ALL HOLES, DO NOT USE <br />FILL <br />3'• <br />WASHER SET IN HIGH STRENGTH <br />WASH WEDGE HIGHS STRENGTH <br />TRUSSNVOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED @ 10'-U' O.C. MAX <br />x <br />EPDXY 5-1/2" EMBED. MIN. 16' <br />1 0a 10b 1 Oii <br />OC MAX. <br />SCALE: 3/4"=1'-0' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />°- <br />8 <br />• <br />T�T0 POST ,ION <br />SCALE: 3 4'=1'-0' <br />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 2lZ SDS TO POST <br />TRUSS <br />CONNECTION L.B.W. <br />9a gb <br />POST TO BLAB CONNECTION <br />SCALE: 3/4"=i'-0" <br />A&B - 81MPSON ABU44Z POST BASE <U. 1,900 G.5,660 W/ 5/B DIA x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G;10,335 W/ SIB DIA x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN. 7" <br />EMBEDMENT TO SLAB & (26) 16d x 2-lr2' NAILS TO POST. <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .abdasigngroup.00m <br />AA #: 0003325 J <br />O <br />w <br />4i <br />o <br />il <br />SunDIV. Se IAT: <br />ABBOTT PARK <br />LOT #6 <br />BLK #13 <br />PROJECT/ <br />04181. 00-06131 <br />HODRU <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 9WING2 <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />A AB JC <br />AR NO WM <br />mm <br />Dw� 09/21/21 <br />SCALE: 1/4"=1'-0" <br />smEET <br />S3.1B <br />