HomeMy WebLinkAbout12 Jessies Ln Existing BarnFOUNDATION NOTES:
I. MAIN FOUNDATION WALLS TO BE 10" POURED CONCRETE fc'=3000 Psi,
W/ 2@ #5 BARS TOP 8 BOTTOM. FOUNDATION WALL TO BE ON 12"x36"
STRIP FOOTING. PROVIDE 4@ #5 HORIZ. BARS CONTINUOUS IN STRIP
FOOTING W/ KEYWAY. PROVIDE #5 VERTICAL DOWELS @ 24" O.G.
EXTENDED 3'-6" y
MIN. ABOVE TOP OF FOOTING. PROVIDE 0 ANCHOR
BOLTS @ 36" O.G. MAX. MIN. 711 EMBEDMENT W/ 311xV'A4" PLATE WASHER.
2. ALL STRUCTURAL STEEL COLUMNS TO BE 312" CONCRETE FILLED
LALLY COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"x6"XVa" CAP
PLATE d 7"x12"x3/4" BASE PLATE W/ 2@ %` DIA. BOLTS. WELD ALL
CONNECTIONS. FOOTINGS TO BE 36N36N12" SQUARE CONCRETE W/ 3@ #5
BARS EACH WAY.
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 TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY
CODE (WINDOWS OR MECHANICAL)
6. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN
4'-0" MINIMUM COVER.
7. PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF STEEL
BEAMS (TYP.).
8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL
COLUMNS.
q. 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.
+1
+1
1
u
-m
CONTRACTOR TO FIELD
DETERMINE EXISTING FLOOR
JOIST AND BEAM DIRECTIONS
AND VERIFY NEW BEAMS,
COLUMNS, AND FOOTINGS
LOCATIONS
PROVIDE OPENINGS IN
5/8" ANCHOR BOLTS @ 36" O.G. FOUNDATION WALL FOR STEEL
— — — MIN. 7" EMBEDMENT CRIBBING LOCATIONS TO BE
w/3"x311x1/4" PLATE WASHER VERIFIED
r— — — — — — — — — — — — — — — — — — — — — — — — — --- — — — —
I - I
0
— —
I 10" THICK x 7'-10" I I +
CONCRETE WALL ON to _
CONTINUOUS 36"x12" F ---
CONCRETE FOOTING Ii II L — — -J I I
I I I r I +I
I t 61_811 L --J ± 6'-011 L ---I I I I II I r 1 I I
t- KNOWN EXISTING BEAM L
APPROXIMATE LOCATION _ �I
"I
al
I I
+ 61.811 + 61.011 L - - J
1 I I
r--1 r---1 + I ' ±q -o
r ,WIIXISTING TION
WILL N ED TOPIT
L— — J L— 2 I I 2 BEAMS TO CARRY I I
A'1 I I A.1 EXI5TIN:G FLOOR AND
± 7'-2" ± 6'-4" ADD NEW FLOOR JOISTS I I
L — — J TO FILL IN
POSSIBLE EXISTING FLOOR J0I5T I I
BEARING LOCATIONS
71
—� I I*
L --J L 1
I I r--, BASEMENT Al I I A
KNOWN EXISTING BEAM I I 4" CONC. SLAB ON I I
°PPROXIMATE LOCATIONS I I I 10 MIL VAPOR. RETARDER
71-211 ± 6'-4" L —I—
I" DEEP GON'RAGTION
CO r—L
JOINT CUT W'TH EARLY
ENTRY SAW BELOW
_ COL. LINES I I
--o—
L —�—J L—!—J
+ 7'_2" ± 6'-4" ± 5'-2' ± 5'—a" I t
I I
POSSIBLE EXISTING FLOOR JOIST POSSIBLE EXISTING FLOOR JOIST
BEARING LOCATIONS BEARING LOCA -IONS I I
IO' THICK x T-10'
31'2" CONCRETE FILLED CONCRETE WALL ON
STEEL LALLY COLUMN ON CONTIN'JOU5 36'x12" I I
36"x36"x12"D CONCRETE CONCRETE FOOTING
FOOTING, TYP. I I
I L------------- '—J
F` 1 �------ I
_ -- J
VERIFY w/GRADE I L — — J
TO SLAB HG�I . I ± 6-412 I
I I I
o ----� 2817 I
N I I
DROP WALL FOR I— — — — —� I 36' DIAM. CORRUGATED
BILCO "C" SIZE — — — — GALVANIZED STEEL
BULKHEAD 61_411 + b' -2y2' AREAWAY w/GRAVEL
- BED, TYPICAL
12'-43411
PROPOSED FOUNDATION PLAN FOR EXISTING BARN
1
2x6 P.T. SILL
SILL SEALER
5/13" ANCHOR BOLTS @ 36" O.G.
MIN. 7" EMBEDMENT
w13"x3"x11411 PLATE WASHER4
2n
2 @ #5 REBARS CONT,
S AROUND ALL OPENINGS
I OPENINGS FOR STEEL CRIBBING
FILL # TAMP 5' OUT FOR I 1III-1 I I—) I I III 44 ° d VERIFY NGT. OF OPENINGS
I /FT. SLOPE: PROVIDE III=III—III I I I I I I I I= LOCATIONS
12" BED OF 3/e' STONE I l—I1I—I1I—I I I—III=III=III— ITO BE DETERMINED
WHERE NO GUTTERS III—III—III—III—II it I
-1 I I—I � I—I � IIII—III—III—III—I �
'—III—IIIIIIIII=III=111=1II �
I S I—I � I—I � I—III—I � I—III—III—I I
'—III—I � I—III=III—III—III=1 I I
— — I—III—III—III—III=III #5 VERTICAL DOWELS @
III—III—III—III III III—III a 24" O.C. EXTENDED V-611
III=III III VIII=III=III iIII III (;° MIN. ABOVE TOP OF
FOOTING
III—III—III—III—III—III—III—III BIT. JT. FILLER,
DO NOT BACKFILL WALLTOP OFF N/ ) 11111 I I III 111 III JOINT SEALANT UNTIL CONCRETE HAS = —III—III—III— —III— ATTAINED (—
7 DAY STRENGTH
AND BOTH TOP E BOTTOM I I I I I—I 11—I I IM I —I I I=1 I I - W6X6 W2.gXW2.q TOP 1/3
OF WALL ARE PROPERLY —1 =111=111=1 —1 — I—I — I OF SLAB
SERCURED. 1-1 I1 I—I 1-1—I 1-1—I
—II—I II—II-111=111=111= I ° 4" CONIC. SLAB
III—IIIIIIIII=1 I I=1 � 1=1 � 1=1 � 1=1 I I I
2@ #5 REBARS, CONT.
TOP d BOTTOM —
1=1—_—_— — I G" COMPACTED
-1-1 I—III—I 1—I-1—III— 2 I FILL
III=III—III-III—III—III—III-1I � ® a
CARRY ROOFING
OVER TOP OF111=111=1 — 4 °
I — — — — — — — — —
II
—III „III—III 111 1i l l a °
FOOTING °
1111111111IIII 6 a d 2X4 KEYWAY
11 III—I
4@ #5 REBARS, CONT
11 11 1 I—i l Q " III—lIl-1 11-
-I
—II1=1I ° a II—III—II1-
36"
NOTE. FOOTING SHALL BEAR 34 C PACTED GRANULAR FILL OR
NATURAL UNDISTURBED GRANULAR SOIL 5 FREE OF CLAY, PEAT,
(DAH, VEGETATIVE OR ORGAN(. MTERIAL. NOTIFY ARCHITECT
IHHEDIATELY IF DIFFERENT CO"OITlCft3 ARE ENCOUNTERED.
TYPICAL FOUNDATION WALL
SCALE 1-1/2' = I'-0"
STRUCTURAL PIPE COLUMN OR:
3 1/2" CONC. FILLED STL. COL.
4" CONCRETE SLAB
6 MIL. L. POLY VAPOR RETARDER
CONCRETE FOOTING
3' -0"x3' -0"x I I -O"
W6X6 W2.gXW2.q, TOP I/3
OF SLAB
t7 < 7
F---------------------
A CERTIFIED AS BUILT IS REQUIRED
BEFORE FINAL INSPECTION
BITUMINOUS JOINT FILLER,
a TOP OFF W/ FLEXIBLE
JOINT SELANT,
"SIKAFLEX IA"
PLATE
—a7 °
■
NOTE. FOOTING SHALL BEAR ON COHPACfFD GRANOIAR nu OR
NATURAL UNDISTURBED GRANULAR BOIL4 FREE OF CLAY, PEAT,
LOAM, VEGETATIVE M ORGANIC HATERIAL. NOTIFY ARJ✓rTE_'T
IMHEDIATELY IF DIFFERENT CONDITICNS ARE ENCDUITEREO.
OLUMN FOOTIN
SCALE 1-1/2" = I' -O"
1. ALL EXTERIOR WALLS SHALL
BE 2X6 @ 16" O.C. UNLESS
OTHERWISE NOTED.
2. ALL INTERIOR WALLS SHALL
BE 2X4 @ 16" O.C. UNLESS
OTHERWISE NOTED.
3, CONTRACTOR SHALL VERIFY
ALL WINDOW ROUGH OPENINGS
PRIOR TO ORDERING WINDOWS.
4. CONTRACTOR SHALL VERIFY
ALL DIMENSIONS PRIOR TO
CONSTRUCTION. CONTRACTOR
ASSUMES RESPONSIBILITY FOR
ANY MISSING OR INCORRECT
DIMENSIONS NOT BROUGHT TO
THE ATTENTION OF THE
DESIGNER.
GENERAL NOTES
NO. I REVISION I DATE
COPYRIGHT
NORTHSIDE HEREBY EXPRESSLY RESERVES
ITS COMMON LAW COPYRIGHT. THESES
PLANS ARE NOT TO BE REPRODUCED
CHANGED OR COPIED IN ANY FORM OR
MANNER WHATSOEVER WITHOUT FIRST
OBTAINING THE EXPRESS WRITTEN
PERMISSION AND CONSENT OF NORTHSIDE
DESIGN ASSOCIATES.
BUILDER:
DESIGNER:
NORTHSIDE
DESIGN
ASSOCIATES
DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN
141 MAIN STREET* YARMOUTH PORT* MA 02675
(5081362-2210 (508) 362-9802
NORTHSIDEDESIGN.COM
northsideI@comcast.net
STRUCTURAL ENGINEER:
TAYLOR
DESIGN LLC
STAMP:
PROJECT:
HAGGERTY
EXISTING BARN
12 JESSIES LANE
SOUTH YARMOUTH, MA.
TITLE :
FOUNDATION
PLAN
M I rf SCALE: 114"=1'-0"
TOWN OF YARMOUTH
REVIEWED FOR BUILDING AND ZONING CODE COMPLI- 0 1 2 4 8
ANCE. ERRORS OR OL:i'dISSIOM% DO NOT RELIEVE THE
APPLICANT FROM THE RESP716-01
'AS BUILT'
COMPLIANCE. PROJECT #: SHEET
DATE: �-a3-/6
✓`
A I L BUILDING OFFICIAL
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