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SIMPSON H6 W/ (6) 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 />SIMPSON H6 W/ <br />(8)Btl COMM— Al -' - <br />EACH END <br />8" CMU WALL— <br />REINF PER PLAN <br />REFER TO NAILING <br />SCHEDULE ON SHEET <br />SN1 FOR SUBFLOOR <br />ATTACHMENT TO <br />LEDGER BOARDS <br />(JOIST (SEE <br />FRAMING PL, <br />8" CMU WALL— <br />REINF PER PLAN <br />REFER TO NAILING <br />SCHEDULE ON SHEET <br />SNt FOR SUBFLOOR <br />ATTACHMENT TO <br />LEDGER BOARDS <br />OBL. 2X8 SYP #2 LEDGER. <br />SEE BOLT SCHEDULE, <br />10/S3.1A. <br />(21214 P.T. W/ —DSL 2X12 SYP #2 LEDGER. SEE I :; Zq `—(JOIST (SEE <br />MASONRY NAIL. BOLT SCHEDULE, 10183, IA. 2x4 P.T. CEILING FRAMING PLAN) <br />®1 OO.C. NAILER W/ <br />MASONRY NAILS <br />SIMPSON SPH4/SPH6 BTM. 1X2 FIRESTOP 0 12" O.C. <br />IJOIST LVL PLATE STRAPS W/ 10d x 1 <br />1/2"HOG NAILS SECTION DETAIL 1X2 FIRE -STOP SECTION DETAIL <br />WALL / FLOOR FRAMING, AT I -JOISTS PERPENDICULAR AT I -JOISTS PARALLEL <br />I -JOIST PARALLEL TO WALL q TO EXTERIOR WALL ,1 TO EXTERIOR WALL <br />4 SCALE: 3/4"=1'-0" <br />PRE-ENG GABLE TRUSS — <br />Zx4 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 2.6 PT. PLATE TO BLK- <br />W/ 1/2" DIA. ANCHOR BOLT W/ T <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" MIN. <br />EMBED. AT 37' OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 120's 6' O.C. MAX <br />V EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />C$ HEDUL , <br />�r 1 <br />SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE W <br />5 1TT MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, 6' ALL AROUND <br />BOLT, <br />Z <br />50 <br />2. END OF FRONT AND REAR LEDGER SHOULD <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 HILT] PAFS SIMPSON TITEN 114" <br />(2) _ PT <br />DIA. x 3" MASONRY SCREWS MAY BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />BEDGESPACMG <br />canpALSPACING <br />A <br />DOUBLE 218 <br />10 <br />B" 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 2x10 <br />1/2" <br />8" O/C <br />16, O/C <br />D <br />DOUBLE 200 <br />3/4" <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 2110 <br />314" <br />6' O/C <br />16, O/C <br />F <br />DOUBLE 2x12 <br />31*' <br />1 6" OIC <br />1 17' O/C <br />WOOD LEDGER DETAIL <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 W/ (2)10d's ® EACH <br />TRUSS TO BE INSTALLED 0 10'-a' O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS c@ CMU WALL <br />D <br />SCALE 3/4"=l'-IP <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />TRUSS TO TOP PLATE <br />A-SIMPSON MTS12 <br />U < 990 LBS W/ (14)1Od <br />GALV. NAILS. <br />B - (2) SIMPSON MTS12 <br />U < 1420 LBS W/ (14)10d <br />GALV. NAILS EA. STRAP <br />SIMPSON SPH4 OR SPH6 STM <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 117COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10d x 3" <br />PRE-ENG ROOF TRUSS <br />518" GYPSUM BOARD OR 112' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />led TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 2X6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM, PLATE TO BE PT, <br />PROVIDE DBL TOP PLATE <br />PROVIDE BLOCKING <br />1/T GYP, WL. BD <br />SECURE ST. PLATE TO SLAB W/ <br />12'1:9" WEDGE ANCHOR W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. C 16, <br />OC MAX. <br />TRUSS CONNECTION L.B.W. <br />9a 9b SCALE: 3/4"=l'4a' <br />,[_JAROOF TRUSS <br />4x4/4x6 SYP NO. 2 <br />WOOD POST TO <br />SLAB.SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL#17239 <br />O• <br />•: 0 : <br />TRUSS/WOOD POST CONNECTIONS <br />10a 10b 10C SCALE:3/4"=,'-a, <br />TRUSS TO POST 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-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />TO HDU4 AND (10)1/4" X 21/7' SOS TO POST <br />POST TO SLAB CONNECTION <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 518 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/ SWAB. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26) led x 2-1/7' NAILS TO POST, <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD,FL32750 <br />PH: 407.7746078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />y <br />o`toC <br />� <br />W <br />Q <br />0 <br />� <br />� <br />h <br />a <br />aUNDIV. ae I.oT: <br />ABBOTT PARK <br />LOT #21 <br />BLK. #11 <br />PROJECT* <br />04181.00 —21111 <br />MODEL: <br />2554—E301 <br />"DARWIN" <br />GARAGE aNING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 W E C <br />ROLAW A ABOUCKKM <br />L AR NO W723 <br />mm <br />PRINT 08 24 21 <br />DATE: % <br />SCALE: 1/4"=V-0" <br />SHEET <br />S3..1B <br />