HomeMy WebLinkAbout43 Route 6A - As Built (06)GENERAL NOTES
1- ALL WORK SHALL CONFORM TO:
MSBC MASSACHUSETTS STATE BUILDING CODE
ACI AMERICAN CONCRETE INSTITUTE
CRSI CONCRETE REINFORCING STEEL INSTITUTE
2- ALL CONCRETE SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
4000 PSI. ALL CONCRETE SHALL CONTAIN 11" GRAVEL. ALL CONCRETE THAT
IS EXPOSED TO FREEZING SHALL CONTAIN 6% AIR ENTRAINMENT.
3— THE CONTRACTOR SHALL NOT ADD MORE WATER TO THE CONCRETE MIX THAN
PRESCRIBED BY THE MIX DESIGN. THE CONTRACTOR SHALL USE VIBRATORS
TO CONSOLIDATE THE FRESHLY PLACED CONCRETE.
4- REINFORCING STEEL SHALL BE UNCOATED AND HAVE A MINIMUM YIELD
STRENGTH OF 60 KSI.
5- A 6 MIL POLYETHELENE VAPOR BARRIER SHALL BE PLACED UNDER ALL
INTERIOR SLABS PER MSBC 1905.1.
6- SOIL SHALL HAVE A MINIMUM BEARING CAPACITY OF 2 TSF. ALL BACKFILL
SHALL BE GRANULAR MATERIAL THAT IS PACED AND COMPACTED IN 6" LIFTS.
ALL SOIL SHALL BE PROOF ROLLED PRIOR TO FOOTING OR SLAB
CONSTRUCTION.
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7— ALL FLOOR JOISTS SHALL BE 9"" AJS 20 JOISTS @ 16' SPACING.
ALL JOISTS SHALL BE FLUSH FRAMED TO DOUBLE 131, VSL GIRTS.
8- SIMPSON CONNECTION HARDWARE:
BC5 POST CAP FOR TOP OF 4x4 POSTS
ITT39.5 JOIST HANGERS
MIT49.5 DOUBLE VSL GIRT HANGERS
9- SEE ARCHITECTURAL DRAWING FOR ALL INSULATION DETAILS.
2x4
TREATED
SILL
J_
8"MIN
8" WIDE x
3'-9" HIGH
UNREINFORCED
FOUNDATION
WALL
III
2"x8" EMBED ANCHOR
BOLTS @ 6' MAX
SPACING AND WITHIN
12" OF CORNERS
Q4 MIL
POLY
VAPOR
BARRIER
-i 4" THICK
UNREINFORCED
CONCRETE FLOOR
SLAB
8"x20"
UNREINFORCED
FOOTING
J"x16" LONG
DOWELS @
18" SPACING
SECT
3" CLEAR
DOUBLE 92" VSL HEADER
BILCO DOOR PER ARCH DRAWINGS
GRAVEL BED AND
PERFORATED PVC
DRAIN PIPE
PITCHED TO
1 SUMP
HEIGHT OF 8" THICK
WALLS TO SUIT
8" THICK
UNREINFORCED
CONCRETE
FOUNDATION WALL
4" THICK UNREINFORCED
CONCRETE FLOOR SLAB
8"x20" UNREINFORCED
FOOTING
3" DIA CONC
FILLED STEEL
LALLY
COLUMN
j
IlT8"x30"x30"FOUR $"x24" LONG
COLUMN FOOTING REBAR EACH WAY
SECTION
TYPICAL AT ALL F
COLUMN FOOTINGS
10" THICK
FOUNDATION -
WALL BEYOND
SECTION
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$" HOR REBAR
PROVIDE 8"x18"x18'=—
EL BARS AT ALL
WALL CORNERS
DETAIL G
TYPICAL AT
ALL CORNERS
SIMPSON ITT 39.5
JOIST HANGER
CONTINUOUS
2x4
TREATED
SILL
4 MIL POLY
VAPOR BARRIER
INSTALL END JOIST TIGHT TO POCKET
DRILL 2" DIA VENT HOLES IN MIDDLE
OF WEB AT 32" SPACING
EXTEND 4" T&G PLYWOOD
SUBFLOOR TO WALL
SHEATHING AS SHOWN--
9"" AJS 20 =
FLOOR JOIST @
16" SPACING
AJS BLOCKING PANEL
@ 32" SPACING
2x4 TREATED SILL
ANCHORED TO WALL WITH
1 O HILTI NAILS @ 24"
SECT
CAST 3""x9"" POCKET IN
TOP OF FOUNDATION
WALL AS SHOWN
EXTEND 4" T&G PLYWOOD
SUBFLOOR TO WALL i
SHEATHING AS SHOWN
92" AJS 20
FLOOR JOIST @ --__
16" SPACING
2x4 TREATED SILL
ANCHORED TO WALL WITH
10d HILTI NAILS @ 24"
10" THICK
CONCRETE WALL
2"CLEAR
SIX $" HORIZONTAL
REINFORCING BARS
POSITIONED AS SHOWN
$" VERTICAL REINFORCING
RODS AT 10" SPACING
BENT AS SHOWN
4" THICK UNREINFORCED
CONCRETE SLAB
4 MIL POLY
VAPOR BARRIER
2x6
TREATED
SILL
2"x8" EMBED
ANCHOR BOLTS @
6' MAX SPACING
AND WITHIN 12"
OF CORNERS
2x6 TREATED SILL
8" MIN
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8"x24" UNREINFORCED'
CONCRETE FOOTING GRAVEL BED AND
PERFORATED PVC DRAIN
PIPE PITCHED TO SUMP
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