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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 />(8)8d COMMON NAILS <br />EACH END <br />(JOIST LVLJ PLATE STRAPS W! 10d x 1' <br />IrZ' HDG NAILS <br />WALL / FLOOR FRAMING, <br />2 I -JOIST PARALLEL TO WALL <br />SCALE: 3/4"=1'-0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'4" O.C. (AT O �.�IRE-ENGDWO.. <br />SHEATHING SEAMS) (BLOCKING TRUSS O 24" O.C. <br />NOT SHOWN FOR CLARITY) (TYMAX <br />2X4 DIAGONAL BTM, CHORD <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />SECURE 216 PT. PLATE TO BLK <br />WI TRUSS PLAN <br />W/ 117 DIA ANCHOR BOLT W/ 7 <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" MIN, <br />EMBED. AT 3Z' OC MAX_ <br />SECURE GABLE TO 218 P.T. <br />PLATE W/ 12ds 6' O.C. MAX <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 @ CMU WALL <br />8" CMU WALL— <br />REINF PER PLAN <br />0 <br />O <br />(2) 24 P.T. W/ — <br />MASONRY NAILS <br />12" O.C. <br />1X2 FIRESTOP- <br />STRAP TRUSS TO PL <br />SEE SCHED. BELOW <br />TRUSS TO TOP PLATE <br />A-SIMPSON MTS12 <br />U <990 LBS W/ (14)10d <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 BTM <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1!2' COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10dx 3" <br />REFER TO NAILING <br />SCHEDULE ON SHEET <br />SN1 FOR SUBFLOOR <br />ATTACHMENTTO <br />LEDGER BOARDS <br />IJOIST (SEE <br />FRAMING PLL <br />DBL 2X12 SYP#2 LEDGER. SEE <br />BOLT SCHEDULE, 10/S3.1A. <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />TO EXTERIOR WALL <br />3 SCALE: 3W4 1'A <br />.,4 , S a . , <br />PRE-ENG ROOF TRUSS <br />5/8' GYPSUM BOARD OR 1/7' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 2c6 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 />1/2' GYP. WL. BD. <br />SECURE ST. PLATE TO SLAB W/ <br />IrZW' WEDGE ANCHOR W/Z' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. a 16' <br />OC MAX. <br />TRUSS CONNECTION L.B.W. <br />REFER TO NAILING <br />SCHEDULE ON SHEET <br />SNI FOR SUBFLOOR <br />ATTACHMENT TO <br />LEDGER BOARDS <br />DBL. 2X8 SYP #2 LEDGER. <br />SEE BOLT SCHEDULE, <br />10/S3.1A. <br />8" CMU WALL— <br />REINF PER PLAN <br />S R <br />O �¢ <br />leg <br />PER ELEVATION N <br />IWOIST (SEE <br />24� <br />2x4 P.T. CEILING <br />FRAMING PLAN) <br />NAILER W/ <br />MASONRY NAILS <br />a 17.O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />TO EXTERIOR WALL <br />'4 <br />SCALE: 3/4"=1'-fY' <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 />4 A_ A AL � „_ TRUSSNVOOD POST CONNECTIONS <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-PLYSIMPSON VGTlHDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4,7,3'SDS, (1) 5l8- A.T.R. TO HDU4 AND (10) 1/4" X 2 12" SDS TO POST <br />POST TO SLAB CONNECTION <br />A&B - 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/ 5/8" AB. WITH MIN. i' <br />EMBEDMENT TO SLAB 8 (26)16d x 2-1/Z' NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-77"078 <br />wwwabdesigngroup.mm <br />AA #: 0003325 <br />y <br />a <br />O <br />0 <br />oY <br />jig <br />0 <br />c <br />ileeg <br />ls <br />I is <br />Is <br />- <br />ill <br />I <br />I <br />I <br />L.j <br />sysaiv. ae LOT: <br />ABBOTT PARK <br />LOT #29 <br />BLK #9 <br />PROJECT# <br />04181.000-29092 <br />MODEL• <br />3EEB <br />"2260—ELSTON" <br />GARAGE SKIING: <br />LEFT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH W. C <br />DATE: 04/06/21 <br />SCALE: 1/4"=1'-0" <br />8*1EET <br />S3.1B <br />