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SIMPSON H6 W/ (8) 8d <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />JOIST LVL <br />SIMPSON HOW/ <br />(8)8d COMM­ <br />ueu c <br />EACH END <br />PLATE STRAPS VJI tOdx 1 <br />112" HDG NAILS <br />WALL / FLOOR FRAMING, <br />2 I -JOIST PARALLEL TO WALL <br />SCALE: 3/4"=1'-0' <br />8" CMU WALL <br />REINF. PER PLAN <br />PER ELEVATION J. <br />; <br />PER ELEVATION <br />2.4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />12' O.C. <br />1X2 FIRE -STOP <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />AS SHOWN <br />#B WOOD SCREWS <br />DBL. 2X8 SYP #2 LEDGER. <br />x 2" LONG 3" O.C.{ <br />[STAGGERED <br />SEE FLOOR JOIST LEDGER <br />STAGGEREDOFF <br />10/S3.1A <br />CENTERLINE <br />8" CMU WALL <br />>; c <br />3/4" AS SHOWN <br />[SCHEDULE, <br />J' X 6" TAPCONS <br />REINF. PER PLAN <br />Y1' <br />PER ELEVATION <br />IJOIST (SEE <br />(SEE <br />FRAMING PLAN) <br />n <br />.__ <br />FWOISTRAMING <br />FRAMING PLAN) <br />PER ELEVATION <br />2a•• MAx. <br />(2) 2x4 P.T. W/ <br />DBL 2X12 SYP #2 LEDGER. SEE <br />MASONRY NAILS <br />a 17, O.C. <br />BOLT SCHEDULE, 10WAA <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />3 TO EXTERIOR WALL <br />SCALE: 3/4"=1'-0" <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />WOIST PERPENDICULAR <br />TO BEARING ON EXTERIOR WALL <br />4 SCALE: 3/4„=1'-0' <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-(1" O.C. (AT <br />PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) Q 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />PER ELEVATION <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2.6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />• �"t'-,, <br />7RM TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 7' <br />k <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 wl (2) <br />WOOD POST TO <br />STRENGTH EPDXY 8' MIN. <br />GALV. NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 37OC MAX <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2.8 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 <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 />BTPLATE TO BE PT. <br />LINTEL COURSE <br />PROM. VIDE DBL. TOP PLATE <br />• <br />PROVIDE BLOCKING <br />O• <br />SIMPSON SPH4 OR SPHB BTM <br />1/2" GYP. WL. BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />FILL ALL HOLES, DO NOT USE <br />1/2"x9" WEDGE ANCHOR W/ 7' <br />CONS. 2x4 SECUREDLEDQOd's�EACH <br />10d xX <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 10-0"O.C. MAX <br />EPDXY 5-1/2" EMBED. MIN. 16" <br />'� Oa '� Ob '� OCi <br />OC MAX. <br />SCALE: 3/4"=P-0' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS CMU WALL <br />°` <br />8 <br />• <br />TRuMTOPmCONrECTIM <br />SCALE: 3/4"=1'-0'°• <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. <br /># E <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"SOS,(1)5/8—A.T.R. TO HDU4 AND(10) 14" X 21/7'SDS TO POST <br />TRUSS <br />CONNECTION @ L.B.W. <br />PDSTTOSLAB CONNECTION <br />`tea `�lJ <br />SCALE: 3/4"=1'-0" <br />A8B - SIMPSON ABU44Z POST BASE <U:1,900 GS,680 W/ 518 DIA x 8' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x 6" EXR BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN, T' <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-17 NAILS TO POST. <br />1441 N. RONALD REAGAN 13LVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdmigngroup.com <br />AA M: 0003325 <br />b <br />i <br />r0 <br />a <br />r <br />S <br />N <br />O>saiv ae LOT: <br />ABBOTT PARK <br />LOT #42 <br />BLK #7 <br />PROJECT* <br />041 00-4 071 <br />moo" : <br />3EEB <br />"2260-ELSTON" <br />GARAOS lllFWQ: <br />LEFT <br />PAGEL <br />DETAILS <br />(I- JOIST) <br />160 MPH EXP. Cl <br />L AR NO 93723 A <br />DAB 09/21/21 <br />01CALM 1/4'=1'-0" <br />eHmm" <br />s3.1B <br />