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_I SPREADFOOTINGS SHALL BEAR ON UNDISTURBED 50R HAVING AN - ' -
` ! OWABLEBEARING CAPACITY OF 2 TON PER SQUARE .FOOT. - B , - - FACE .. OF EXIST.. I .0 OUT OF CON C
A L 6 CONCRETE FLOOR I_ x
_ ELEV. 103 0 AT THE
F MES NO RESPONSIBILTY FOR THE VALIDITY OF THE REINF. WITH 6X6 #10/10'W HIGH POINT I A OHD E
2.. THE ENGINEER. A55U
SUBSURFACE CONDITIONS. - .. PITCH AWAY FROM BLDG
5, NO FOUNDATION SHALL BE PLACED IN WATER OR ON FROZEN GROUND. 24D X 24ll #4r __-------------
_
22 8 18 0 i8' -0'I
4. BACKFILL UNDER ANY PORTION .OF THE BUILDING SHALL BE COMPACTED i @ 18" OC -
IN 611 LIFTS OF 95% COMPACTED GRAVEL AS APPROVED. BY. THE ENGINEER: -
- 5 CONCRETE WORK SHALL CONFORM TO *BUILDING CODE REQUIREMENTS FOR // 2#4 TOP b BOTTOM _-
'REINFORCED CONCR`_TE" JACT 301.89) AND SPECIFICATIONS FOR STRUCTURAL COMPACTED GRAVEL ; CONTINUOUS - O C y -
CONCRETE FOP, BUILDING IACI.301-891, - _ STEP FOOTING
�/ _ -1
2:1 AS REQUIRED
. 6 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 - I -
P.5.1, AT THE.ZND OF 28 DAYS. SLAB ON GRADE TO BE 4,000 PSI. #4 VERT,. @ 181' OC /j/ PAVEMENT OR GRADE - - ,--_ 11_x111 ''.411
7. STEEL REINFORCEMENT SHALL CONFORM TO A.S.T. M: 615, GRADE 60.. / - - - - �.
-, � DRILL, GROU � &PIN '
8. .ALL CONCRETE SLABS PLACED ON GROUND SHALL BE REINFORCED WITH, I, /, N - TOP Cx BO I _L
-7-7-1'' 6X6 WELDED WIRE'FABRIC. WELDED WIRE FABRIC REINFORCEMENT SHALL #4 @ 12 OC ,/' - r----� r-- -� '
" MINIMUM R ONE SPACE HORIZ. __ ______--_ -___--�-.1
CONFORM TO A.S.T.M, A185 AND SHALL "LAP 6 MINI U D
'.WHICHEVER IS LARGER, AND SHALL BE WIRED TOGETHER. // 1'O ' -- - / il-
8. WHERE CONTINUOUS BARS ARE CALLED 1=0R THEYSHALL BE RUN 11_61; _ -- -- ' I I / '
CONTINUOUSLY AROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR - /--'-� `-- i - I f '
HOOKED AT DISCONTINUOUS ENDS. LAP$ SHALL BE 45 BAR DIAMETERS
'EL TOP OF FTG 4 FTG 3 FTG 3 '. ! FTG 2 '
UNLESS OTHERWISE NOTED. , ✓/ ✓'/ 41 _ G Il WALL 99'-F
10. THEUSE OF CONTROL JOINTS IN THE SLAB IS RECOMMENDED TO - _
CONTROL CRACKING. SAW CUT TO A DEPTH OF ONE QUARTER OF THE DEPTH 4-#G - -
OF THE .SLAB _ n 1-p11 n-
24 X 24 #4 @ 18 OC 0 J 0 ,
ao o` oa
11, ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE WITH THE - _t - - - - - - - - _ - -
`PROPER RADI ESTABLISHED BY THE AMERICAN CONCRETE INSTITUTE. UNDER 1211 X 24" #�. @ 1811 CC
' NO CONDITIONS SHALL HEAT SE APPLIED TO OBTAIN BENDS,- O - • l
r "
12, IF. BEARING MATERIALS,. WITH A LOWER BEAR'NG CAPACITY THAN TWO ' [��'� - - O
Cbz ll n� ^n
TONS PER SD'JARE P00T ARE ENCOUNTERED AT THE S°ECIFIED ELEVATIONS, - ��J - - 1 E L E `I F I >F L O O K 1 O 0'- O'
THE OWNER SHALL BE NOTIFIED AND AN AGREEMENT AS TO COST FOR NEW _ ❑
?�
NO, TO SCALE Com/ ` „ G
'MATERIAL IS TO e! ADDED TO THE CONTRACT AND THEN THE UNDERLYING 1 511 CONC;' FLOOR REINF.- WITH 6X6 x.0/10 W.W.M... OVER 6''
I
' UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE - - Off-
MATERIAL:TO BE APPROVED BY THE ENGINEER. - - - .
O ! OF COMPACT D GRAVEL FILE, " v
(O— f
lt� o z _ 0
' f O
2 O (�
2#5 TOP & BOT CONTINUOUS L� (�
1 t 0 ,
LL ; ' v '' ` DRILL AND INSTALL_ ACA CAPSULE ANCHORS : T YP SAVJ-CUT � ;
;1121, PM 1/211 PM 2#5 TOP 1 LAP MIDSPAN z Z _ _ - FTG ` 2 O
„ SII , O Is ACA 34 AS SUPPLIE BY MOORE CONSTRUCTION CON 1 OL JOIN , S f
.511 CONCRETE FLOOR 12 5'' CONCRETE FL00 B_�v.,_N-FTGS i �n� � _
P,EINF WITH 6X6 L 100'-011 ,0 6X6 #1010 I _;.FV 10011-0'1
t z FASTENING PRODUCTS WORCESTER, MA. THIS COL MN.
#10110 WWM WWF 1' _
ZD
VAPOR BARRIER VAPOR y'--4' _LU
X
AS REQ'D /� -1 BARRIER
ELTOP OF
�-J / 6 c 1 A _c AVEC-j W WALL 102'-6°l ILO
611 COMPACTE GRAVE / . ; , - io
// 11 P
Z, RIGID, 2 GIa --- - EXIST. C NC. RETAINING
INSULATION �% o INSULATION / }
Z WALL EL T,0.W, 99'-6 1/211
EL TOP OF + EL TOP OF
2X KEYWAY r J• _ cJ W;•1_L 091-6'1 WALL 991-611
a / ; /i _j `� TG 3 FTG 3
CONTINUOUS /'/ L2#5 BOT ( LAP AT CL I- L 67 N r----� F l G 4 Fr--- I--�
FOOTING OF COL, FTGS 1 C1i O ---------------- r ----I --- `�_------------- ----- j1 FIG 2
l a.. J L J � — l- L/..
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NOT To SCA_E ��f - TO S-A-_ �� O
ap t O _'----
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FO- 1L1_�II fi c") I �-
NEW
COLUMN I - L ------------ -------
1121
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CONC, ,DOCK
112" PM 1/2, P11J �.5 TOP 6 BOT CONTINUOUS -
LEV:.rOP OF h`R=T = ccR 12 O 21_En _ , I L HIGH SIDE @
5 CONCRETE FL00 LEVFF 100 0 COC LEV 100 0-------------------� 1 8 O O OHD 1031_011
" PIER 991.51;
6X6'#10/10 11
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WWF SHEETS f I �- = , L i o 1 1 PITCH AWAY
/ /�! / / ; _ EXIST. NDN. TO " f 'f<
I i
y BE CON iRMED a- T- _ __/
VAPOR BARRIE _ _ I-= _ 21 O 21 61 I- a FROM 'BLDG
3 TIES 1011 C 1 I -t - J 5 ` k j LL 'J 10
6x COMPACTED RAVEL '/ 47 - 1 --
7 /, r O 11._p11 31_pi1 C> �
/ i o y \� -ro I% I FTG 3 TYPICAL
W a z NEW �OOTI G 4' X 2'-6" ' i — -� a OF
o 1 o v 541.On N o rANCH,BOLT
#6 DOWELS V RT J t i := . - - -
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-- , ��T -- -- ,• � � o PIN 1 0 EXISTING � > I •� C� 0'v
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BY HABEEB
I ! 1 b 4SSOC. FOR CONC.
-
i U= __OCATIONS
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1-
LLl
U
FTG -2
i
X T-011
544 193" 1
1 3�4 BOT. EACH
WAY
FTG -3
31-611
X 31-611
'
4#4 BOT. EACH
WAY
FTG -4
LONG. DRILL,
//�
=I
X 121'
Ln
WAY
FTG -5
cV
LL
X 12j1
15#4 EDT. PIN TO
GROUT :' //
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1
TO EXIST. FTG.
NOT -C SCALE c
30°
-'FICA_ GF A-2 AJ, A-4; D-2,.0-3, D-41 b E-4
EXIST
S7_�=COTING
.�J
I P °EQUIREv
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DRIL
. GROUT
a N
NOT TO SCALE
IOP
I BOT, .
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F007dH
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FTG -2
2'-011
X T-011
X 121'
1 3�4 BOT. EACH
WAY
FTG -3
31-611
X 31-611
X 12111
4#4 BOT. EACH
WAY
FTG -4
4'-0"
X 41-0"
X 121'
1 5#4 BOT. EACH
WAY
FTG -5
4'-011
X T-611
X 12j1
15#4 EDT. PIN TO
EXIST
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F I G 2 CONTRACTOR TO CONFIRM ALL "COLUMN
CONCRETE FLOOR : 45 BAR DIA MIN. c 1/•,• - --�- --^� - .
i
" BAR N 'CONSTRUCTIONJOINTs' _-_ ___-.- --------- ----- tr DEPTHS WITH:CONCRETE VUALL'DEPTHS
LA.. $0 j LA. 3., :'0 30' 0-C. MAX. -
/-ELEV TOP OF WALL 09'-6* -r/TALL aQ -6"
CONTRACT CONFIRM ALL DRAWINGS ,
COMPACTED RAVEL - _ - _ 1 - ..
/ I � IN .THEIR ENTIRETY AND, BE
RIGID :. CORNER BARS AT EACH FACE 1 1—WALL REINF. 2X4 KEY - -
_ 1
21.21 . _ptl RESPONSIBLE FOR SAME.
INSULATION TO MATCH WALL REtN'. - - 1 1
' I�f Lam--,' (\ (� J\\ jJ `,jjll Jj'jJ`� ��J / � I
-
WALL R_ N —'� 1 v
OOH � LIN
V
er F �/ -
=sm 4L1
NOT. TO SCALE
r- ^^
EXiS OUT I
TYPICAL DETAIL AT -PASS DOORSb OHDUv�L�Lt, NO_I I O SCALE
NOT TO SCALE
NOT TO SCALE
_ SC C 0 D e 0 `: ° e 0 D e SHEET N0, t, .' 1. 11_ '
Fs,��tk o�, o o NET.... `�OMM�QCI OM {r LQM a DCMOU
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DATE:
4 -
MUNOM
e e n
_ �7 NDO M QDD14(IOM`S &L1�TERAlt 10W
PCOSU-
4 Evergreen UnIE C, Bid A, HOPEDALE, MA 01747 0
CONCONFIRMA__�on 9'
Pr T,', CGNSTRUCTI , 'c �f F'r TET_. ( 508) 473-2281 ' FAX ( 508) 478-3541
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r'. E- ONS.ELE t '�^ ;DRAV,r.Deeclollz'ng ir. Pre -Engineered Steel BuildingsPETE OLD �'O�M ("riIOOUS ROAD
Design - Erect;on -Construction Management