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SIMPSON H6 W/ (8) Stl <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 />(8)8d COMM <br />EACH END <br />IJOIST J LVL—/ PLATE STRAPS W/ 10d x 1 <br />1/7' HDG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 <br />8" CMU WALL <br />REINF. PER PLAN <br />PER ELEVATION <br />PER ELEVATION rL <br />2x4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />IM 12, O.C. <br />1X2 FIRE -STOP <br />#8 WOOD SCREWS <br />x 7LONG ® 3" O.C.; <br />STAGGERED AS SHOWN <br />#8 WOOD SCREWS <br />DBL, 2X8 SYP #2 LEDGER. <br />x 7' LONG @ 3" O.G.; <br />SEE FLOOR JOIST LEDGER <br />Ir <br />STAGGERED OFF <br />SCHEDULE, 101S3.1A <br />CENTERLINE <br />3/4" AS SHOWN <br />}" X 6' TAPCONS <br />W CMU WALL <br />REINF, PER PLAN <br />/'Y <br />PER ELEVATION <br />IJOIST (SEE" <br />I - JOIST (SEE <br />FRAMING PLAN) <br />H <br />�? z <br />FRAMING PLAN) <br />PE ELEVATION <br />2C MAX. <br />(2) 2X4 P.T. W/ <br />DBL 2X12 SYP #2 LEDGER. SEE <br />MASONRY NAILS <br />a 12" O.C. <br />, <br />BOLT SCHEDULE, 10/S3.tA. <br />y <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />3 TO EXTERIOR WALL <br />SCALE: 3/4"=1'-0' <br />1 X2 FIRE -STOP <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 STRAP TRUSS TO PL. PRE-ENG <br />AT FIRST TWO BAYS 4'4" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD PER LEVATION <br />BRACING. SEE PLAN FOR <br />LOCATION FOR STRAPPING <br />VERIFY PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BILK <br />W/ TRUSS PLAN TRM TO TOP PLATE 5/8" GYPSUM BOARD OR 1/7' HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 7' A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH ^'!j. 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 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE <br />SECURE GABLE TO 2x8 P.T. U < 1420 LEIS WI (14)10tl BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2X4 OR 216 WOOD BEARING CONNECTION <br />WALL W/ SYP No 2 STUDS SEE FL#17239 <br />CONPLANS FOR SPACING. SINGLE <br />LINTEL COURSE POURED BTM. PLATE TO BE PT. <br />LINTEPROVIDE DBL. TOP PLATE <br />• O: <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH12" GYPWL BD <br />6 BTM • O <br />. . <br />AND TOP PLATE ANCHORS W/ <br />10tl x 1 1/7 COMMON NAILS SECURE BT. PLATE TO SLAB W/ <br />CONT, 2x4 SECURED Wl (2) 10d's Q EACH FILL ALL HOLES, DO NOT USE 112"x9" WEDGE ANCHOR W/ 7' <br />10dx 3' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 104" O.C. MAX. EPDXY 5.1(2" EMBED. MIN. @ 16' 00a 10b 1 OCi SCALE: 3/4"=1'-0" <br />OC MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL TRUSS8 SCALE: 34"=1'-0 A-SIM TON MT CONNECTION <br />°' 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-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/410!'SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 2 1/7' BOB TO POST <br />9a gb TRUSS CONNECTION L.B.W. Pm TO 8LO CONNECTION <br />SCALE: 3/4"=1'-0" A&B-SIMPSON ABU44Z POST BASE <U:1,9W 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 & (26)16d x 2-1/7' NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />9 <br />1bk <br />6 <br />L <br />$ <br />rN StmDIV. Z Lo . <br />ABBOTT PARK <br />LOT #27 <br />BLK. #9 <br />PROJECT* <br />04181.000-270 1 <br />MODELA <br />3EEB <br />"2260—ELSTON" <br />GARAGE 811/nvO: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 H E . C <br />NO937W- J <br />D TE 05/25/21 <br />SCALE: 1/4"=1'-0" <br />diIEET <br />S3.1B <br />