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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 H6 W/ <br />EACH END <br />PLATE STRAPS W/ 10d x 1 <br />172" HDG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE 3/4"=V-0" <br />PRE-ENG GABLE TRUSS — <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />SHEATHING SEAMS)(BLOCKING <br />NOT SHOWN FOR CLARITY) <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR <br />LOCATION <br />SECURE 2x6 PT. PLATE TO BLK- <br />W/ 1/Z' DIA. ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY6'MIN. <br />EMBED. AT 32' OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 12d'e 6' O.C. MAX <br />8"CMU WALL— <br />REINF PER PLAN <br />REFER TO NAILING <br />SCHEDULE ON SHEET <br />SN1 FOR SUBFLOOR <br />ATTACHMENTTO <br />LEDGER BOARDS <br />IJOIST (SEE <br />�Lfvl FRAMING PU <br />6' CMU WALL— <br />REINF PER PLAN <br />REFER TO NAILING <br />SCHEDULE ON SHEET <br />SN1 FOR SUBFLOOR <br />ATTACHMENTTO <br />LEDGER BOARDS <br />DBL, 2X8 SYP #2 LEDGER. <br />SEE BOLT SCHEDULE, <br />10/S3.1A. <br />(2) 2x4 P.T. W/ \—DBL 2X12 SYP 02 LEDGER. SEE I 24" M FRAMING <br />(SEE <br />MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. 2X4 P.T. CEILING FRAMING PLAN) <br />12" O.C. NAILER W/ <br />MASONRY NAILS <br />1X2 FIRE -STOP a 12' O.C. <br />SECTION DETAIL 1X2FIRE-STOP 9 SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR AT I -JOISTS PARALLEL <br />, TO EXTERIOR WALL TO EXTERIOR WALL <br />`2 SCALE: 3/4"-T-0" <br />V EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE T T <br />CHEDUL <br />SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE W <br />51/2" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, WALL AROUND <br />BOLT. <br />Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />�o <br />LAP A MIN OF 4'-0". <br />3. ALL BOLTS TO HAVE WASHERS <br />4, EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />CLOSER THAN 6' O/C. <br />5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" <br />(2) _ PT <br />DIA. x 3" MASONRY SCREWS MAY BE USED, <br />IIIPFMFNT <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />FEDGESPACNG <br />CENTRALSPAWIG <br />A <br />DOUBLE 218 <br />12" <br />S. O/C <br />16' O/C <br />B <br />DOUBLE 2x8 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 2110 <br />12" <br />6' O/C <br />16, O/C <br />D <br />DOUBLE 2x10 <br />3/4" <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 2x10 <br />3/4" <br />6' O/C <br />16' O/C <br />F <br />DOUBLE 2112 <br />13/4" <br />16' O/C <br />1 12, O/C <br />WOOD LEDGER DETAIL <br />6 SCALE-'=T-O" <br />PRE-ENG'D WOOD <br />TRUSS (TYP) 0 24" O.C. <br />MAX <br />FOR STRAPPING <br />VERIFY <br />W/ TRUSS PLAN <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 2X4 SECURED Wl (2)10G'e ® EACH <br />TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 SCALE: 3!4"=1'-0 <br />STRAP TRUSS TO PL. AOOFTRUSS— <br />PERRE-ENG <br />SEE SCHED. BELOW ELEVATION <br />�PRE-ENG ROOF TRUSS <br />TRUSS TO TOP PLATE SUM BOARD OR 1/2' HIGH <br />A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 <br />U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO <br />GALV. NAILS. 16d TOENAILS SLAB. SEE <br />B-(2)SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE <br />U < 1420 LBS W/ (14)10d BELOW FOR <br />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 />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />.0. <br />PROVIDE BLOCKING <br />:a: <br />SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2' COMMON NAILS SECURE ST. PLATE TO SLAB W/ <br />FILL ALL HOLES, DO NOT USE 12"x9" WEDGE ANCHOR W/ Z' <br />lodx 3" WASHER SET IN. HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS <br />EPDXY 5-12" EMBED. MIN. (M 16" 1 0a 10b 1 Oc SCALE: 3/4"=V-0" <br />OC MAX. <br />" I TRU88 TO POST CONNECTION <br />-a•,. -. °' A - IT—PSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. <br />S - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W1(16) <br />114N3"SDS, (1) 5/8- A.T.R. TO HDU4 AND (10)1/4" X 2 12" SDS TO POST <br />S <br />s <br />TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION <br />SCALE: 3/4"=T-0" A8B - 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 W/ S/6' A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26)16d x 2-12" 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 #: 0003325 A <br />8ul <br />N <br />QkQ� <br />7 <br />e <br />0 <br />F <br />� <br />n <br />a <br />O `N <br />SUDDIN. ae r oT <br />ABBOTT PARK <br />LOT #5 <br />BLK. #13 <br />PROJECT# <br />04181.000-05131 <br />MODE1. <br />2554-E301- <br />"DARWIN" <br />OARAOE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EA C <br />202 <br />PRINT 08 14 21 <br />DATE: <br />SCALE: 1/4"=V-0" <br />SHEET <br />S3.IB <br />