HomeMy WebLinkAbout379 Weir Rd plan 2mill
1111
RISERS
r17
±7%" RIS
BEARING WALL
4" CONCRETE SLAB
WWF Gx6 GIG TOP Y4 OF SLAB
24"W.x12"D.
CONCRETE STRIP FOOTING
2-#5 BARS CONTINUOUS —\
FIRST FLOOR
VERIFY FOOTING IS ON
COMPACTED GRANULAR FILL OR
UNDISTURBED GRANULAR SOILS
w/ NO CLAY, PEAT, LOAM,
VEGETATIVE MATERIALS.
I NT. BEARING WALL AT FOOTING
11 1
SCALE 1 /211_1 1-01Y
IO" THICK x ±8'-10"
CONCRETE WALL ON
CONTINUOUS 20"x10"
CONCRETE FOOTING
(VERIFY HGT. w/GRADE)
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SECOND FLOOR
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10" THICK x ±8'-10"
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L-------------I----------- CONTINUOUS 20"x1011
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L 2xG BEARING WALL ON CONCRETE FOOTING
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G INUOUS (VERIFY HGT. w/GRADE)
11 1_ STRIP2FOOTCONTINUOUS
12 _ 8�4 5 8Y4
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w/2-#5 CONTINUOUS BARS. I
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I I 41lx 4"x . 25"
_
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I TUBE STEEL COL.
I f0" THICK x ±8'-10" VERIFY IN FIELD:
3/a' x6"x 12" STEEL BASE PLATE 4 {
+1
I
CONCRETE WALL ON s t LOCATION OF
3 2—/4 DIA. ANCHOR BOLTS I CHANGE IN WALL HGT.
`
CONTINUOUS 20"AO" A.3 ON 3G"X36"X12"D I FOR GRADE CHANGES
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I CONCRETE FOOTING I CONCRETE FOOTIING I I
(VERIFY HGT. w/GRADE)
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I I I" DEEP CONTRACTION I
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I 14 JOINT CUT WITH EARLY
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I - - - -I ENTRY SAW , -
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A.5
5/8" ANCHOR BOLTS @ 24" O.C.
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1
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I MINI 7EMBEDMENT
GARAGE
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I VERIFY IN FIELD: w/3 x31 xl/4IPLATE WASHER
LOCATION OF 4" CONC. SLAB ON
°I
I CHANGE IN WALL HGT. I 6 MIL VAPOR RETARDER 10" THICK x W-8"
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FOR GRADE CHANGES CONCRETE WALL ON
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I CONTINUOUS 20"xl0"
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I CONCRETE FOOTING I
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I I SLOPE SLAB 16" PER FT.
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I DROP FOUNDATION I TOWARDS DOORS
xx
WALL AT DOOR I
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I 10' THICK x 4'-8' '
+1
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CONCRETE WALL ON I 411x4"x .25"
CONTINUOUS 20"x1011 TUBE STEEL COL.
I 5/a"x6"x 12" STEEL
CONCRETE FOOTING I
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BASE PLATE: f I
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I 4
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FOUNDATION 2-3/4" DIA. ANCHOR
DROP I
BOLTS DROP FOUNDATION
A.3
WALL DOOR I
L — — — — — — — — — 1— WALL 12" AT DOOR—
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FOUNDATION PLAN
2
A.3
FOUNDATION NOTES
1. MAIN FOUNDATION WALLS TO BE 10" POURED CONCRETE fc'=3000 psi,
W/ 2@ #5 BARS TOP 4 BOTTOM. FOUNDATION WALL TO BE ON 20"xl0"
STRIP FOOTING, PROVIDE 3@ #5 HORIZ. BARS CONTINUOUS IN STRIP
FOOTING W/ KEYWAY. PROVIDE 5/a" ANCHOR BOLTS @ 24" O.C. MAX. MIN.
7" EMBEDMENT W/ 3"x3"xY4" PLATE WASHER.
2. STRUCTURAL STEEL COLUMNS TO BE 4"X4"X.25" TUBE STEEL COL,
5/s11X6"X12" STEEL BASE PLATE t 2-3/4" DIA. ANCHOR BOLTS,
WELD ALL CONNECTIONS,
3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
4. CONCRETE SLAB TO BE 4" POURED CONCRETE ON COMPACTED FILL.
PROVIDE CONTRACTION JOINTS I" DEEP AT COLUMN LINES. CUT W/
"EARLY ENTRY" SAW.
5. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN
4'-0" MINIMUM COVER.
6, PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF STEEL
BEAMS (TYP.).
7. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL
COLUMNS.
8. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY
MISSING, INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO
THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE
CONTRACTOR.
SQUARE FOOTAGE
GARAGE
1200
SECOND FLOOR LIVING
515
TOTAL AREA
1715
General Notes
Andersen 400 TW series windows shown
or provide similar.
exterior walls to be 2x6 16" o.c.
unless otherwise noted.
interior walls to be 2x4 16" o.c.
unless otherwise noted.
verify all window and door rough openings
prior to ordering.
THESE PLANS ARE IN COMPLIANCE WITH THE WIND ZONE REQUIREMENT
FOR 780 CMR 9th EDITION MA. STATE BUILDING CODE
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SCALE: 1 /8" = 1'-0'1
0 1 2 4 8
SHEET
A.2 011 F 5
1
PROJECT: DATE:
21-900 9-14-2021