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SIMPSON H6 Wl <br />y8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />i = <br />SIMPSON SPH4/SPH6 BTM. <br />IJOIST LVL PLATE STRAPS W/ 10d x 1 <br />1/7'HOG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: 3 4"=1'-0' <br />#8 WOOD SCREWS <br />x 7' LONG 3" O.C.; <br />STAGGERED AS SHOWN <br />OBL. 2X8 SYP #2 LEDGER. <br />SEE FLOOR JOIST LEDGER <br />SCHEDULE, 10/S3.1A <br />8"CMU WALL <br />REINF. PER PLAN �' X 6' TAPCONS <br />e <br />i, <br />PER LEVATION <br />" o WOIST (SEE <br />¢ o ? FRAMING PLAN) <br />PER ELEVATION <br />Zx4 P.T. CEILING 2P MAX. <br />NAILER W/ <br />MASONRY NAILS 3 y <br />0 12" O.C. <br />1X2 FIRE STOP <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />q TO EXTERIOR WALL <br />SCALE: 3/4"=1' 0 <br />i <br />#8 WOOD SCREWS <br />x 7' LONG 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />8"CMU WALL AS SHOWN <br />REINF. PER PLAN <br />PER ELEVATION A. <br />o'� XST (SEE <br />¢ z FRAMING PLAN) <br />PER ELEVATION <br />(2) 2x4 P.T. W/ <br />MASONRY NAILS DBL 2X12 SYP #2 LEDGER. SEE <br />a 17, O.C. BOLT SCHEDULE, 10/53.tA. <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />AA TO BEARING ON EXTERIOR WALL <br />�`1 SCALE: 3/4"=V-0" <br />PRE-ENG GABLE TRUSS <br />2X4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />O WOOD <br />SEE SCHED. BELOWW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TD <br />TRUSS VP) 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 2x6 PT. PLATE TO BLK W/ TRUSS PLAN <br />TR1188 TO TOp p(,A7E 5,W GYPSUM BOARD OR 1/7' HIGH <br />W/ 1/2•' DIA. ANCHOR BOLT W/ 7' <br />A - SIMPSON MTS12 STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U <990 LBS WI (14)10d SECURE TRUSS TO TOP PLATE wl (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6' MIN. <br />GALV. NAILS. 16d TOENAILS <br />SLAB, SEE <br />EMBED. AT 37' OC MAX. <br />B - (2) SIMPSON MTS12 DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U, 1420 LBS W/ (14) 1 Od <br />BELOW FOR <br />PLATE W/ 12d's 6' O.C. MAX <br />GALV. NAILS EA STRAP 2X4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />CONNECTION <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC.POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL TOP PLATE <br />:0. <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM 1/7' GYP. WL BD. <br />0• <br />AND TOP PLATE ANCHORS W/ <br />10d 1 lrZ. COMMON NAILS SECURE BT. PLATE TO SLAB W/ <br />�� <br />CONT. 2x4 SECURED W/ (2)10tl's EACH <br />x <br />FILL ALL HOLES, DO NOT USE 1/2"x9" WEDGE ANCHOR W/ 7' <br />10d 3" WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. <br />x <br />EPDXY 5-117EMBED. MIN. ®16' <br />1 Oa 10b 1 0("i <br />OC MAX. <br />SCALE 3/4"=1'-fY' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS CMU WALL <br />°` <br />TRU88TO P08T CONNECTION <br />8 SCALE: 3 4'"=1'-0 <br />. <br />°• <br />A- SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. <br /># <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGTlHDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />k3 1/4'"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)114" X 2112 SDS TO POST <br />1TRUSS CONNECTION @ L.B.W. <br />9 9b <br />POST TOSLASCONNECTION <br />SCALE: 3/4"=T-0" <br />A8B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 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. T' <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-1/7' NAILS TO POST. <br />1441 N. RONALD REAGAN 81. <br />LONGWOOD, FL32760 <br />Fit: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />aunDIv. Ag LO <br />ABBOTT PARK <br />LOT# 16 <br />BLK. 11 <br />PROJECT# <br />04181.000-16111 <br />HODELs <br />3EEB <br />"2260—ELSTON" <br />GARAGE MWING: <br />LEFT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />60 JQPH E <br />PRINT 05/25/21 <br />DATE: <br />BCALM 1/4"=1'-0" <br />SIdEET <br />S3.1B <br />