HomeMy WebLinkAbout10 Old Townhouse Road F-1 Foundation Plan & DetailsFoo u Dl�Ttt TOO,_m C�@�I��C�u
1, SPREAD FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING AN
- ALLOWABLE BEARING CAPACITY OF 2 TON PER SQUARE FOOT,
2. THE ENGINEER ASSUMES NO RESPONSITILTY FOR THE VALIDITY OF THE
SUBSURFACE CONDITIONS.
3. NO FOUNDATION SHALL BE PLACED IN WATER OR ON FROZEN GROUND.
4, BACKPILL UNDER ANY PORTION OF THE BUILDING SHALL BE COMPACTED
IN 6" LIFTS OF 95% COMPACTED GRAVEL AS APPROVED BY THE ENGINEER.
5. CONCRETE WORK SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE" 1ACI301-891 AND SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDING (ACI -301-891.
6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000
P 5 AT THE END OF 28 DAYS. SLAB ON GRADE TO BE 4,000 P.S.I.
7. STEEL REINFORCEMENT SHALL CONFORM TO ASTM. 615, GRADE 60.
8. ALL CONCRETE SLABS PLACED ON. GROUND SHALL BE REINFORCED WITH
6X6 WELDED WIRE FABRIC, WELDED W1R.
E FABRIC REINFORCEMENT SHALL
- CONFORM TO AS.T.M. A185, AND SHALL LAP 6" M!N?MUM OR ONE SPACE,
WHICHEVER IS LARGER, AND SHALL Be WIRED TOGETHER.
9 WHERE CONTINUOUS BARS ARE CALLED FOR THEY SHALL BE RLN
CONTINUOUSLY AROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR
HOOKED AT DISCONTINUOUS ENDS. LAPS SHALL BE 45 BAR DIAMETERS
UNLESS OTHERWISE -NOTED.
10. THE USE OF CONTROL JOINTS IN THE SLAB IS RECOMMENDED TO
CONTROL CRACKING. SAW CUT TO A DEPTH OF ONE QUARTER. OF THE DEPTH
OF THE SLAB..
1t ALL REINFORCING BARS SHALL Be COLO BENT IN ACCORDANCE WITH THE
-PROPER RADI ESTABLISHED BY THE AMERICAN CONCRETE INSTITUTE. UNDER
NO CONDITIONS SHALL HEAT BE APPLIED TO OBTAIN BF --NDS.
12, IF BEAR:NG MATERIALS WITH A LOWER BEARING CAPACITY THAN TWO
TONS PER SQUARE FOOT ARE ENCOUNTERED AT THE SPECIFIED ELEVATIONS,
THE OWNER SHALL BE NOTIFIED AND AN AGREEMENT AS TO COST FOR NEW
MATERIAL IS TO BE ADDED TO THE CONTRACT AND THEN THE UNDERLYING
UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED W;TH SUITABLE
MATERIAL TO BE APPROVED BY THE ENGINEER.
205 TOP b BOT CONTINUOUS
I1
771-011
FACE OF EXIST TO OUT OF CONC
611 CONCRETE FLOOR ELEV. 103'-0" AT THE
REINF W:TH 6X6 #10/'0 WWV, HIGH POINT 1 0 0HDZi
PITCH AWAY FROM B DG
F-- 241 x 2411 #4 q I 181_ 221.811
18 0 18 4
@ 1811 OC
1 2#4 TOP b BOTTOM f
COMPACTED GRAVEL CONTINUOUS i I STEP FOOTING PIN -
o'
21 AS REQUIRED
#4 VERT @ 18' OC-� PAVEMEN_ OR GRADE -� 11.011
„
DRILL GROU 1 &
-1-- L
#4 12 C �' TOP & BOT. I__ -----, r-- -,
�r--
R`
NO .Z I
I, I
1-0 _
I
L -J L _J
O �
6' a EL TOP OF I FTG 4 FTG 3 FTG 3 - FTG 2
41-611 WALL 99'-6'I
4-#4 611 _ 3'-0" �'CO)�.
.I .I T. o�
24 X 24 #4 @ 1811OC 0 — A D 17"d C � � _
12" X 24" 114 @ 18" CC
: �.
I
03H ELEV, FI F i00'-0�'
O I
Na. 7o scALE j 5" CONC. FLOOR REINF. WITH 6X6 #10/10 W,W.M. OVER 611 o
00 OF COMPACTED GRAVEL FILL.LL
x
y O
U U LL I j o
o DRILL AND INSTALL ACA CAPSULE ANCHORS TYP SAW -CUT ` `�'
1/z" PM 1/2" P"/� —z#s TOP I LAP M:DSPAN Z z Y CONTOL JOINTS FTG 2 0
FTF 2 BE Z ACA -34 AS SUPP_IE B MOORE CONSTRUCTION t-
5" CONCRETE FLOOR 12 5 CO:�R _ FL00. _ BETWEEN FTGS I O W
REINF WITH 6x6 = 6x6 #10/10 \ " I u u I i v z FASTENING PRODUCT`S WORCESTER MA, THIS COL MN
#10/10 WWM L 100 0 WWF 1 \ ; LEV. 1001 0 _
_rte_
o
VAPOR BARRIER _ _ - - ---
VAPOR I � I .
AS REQ'D x K �j/ - BARRIER �^ EL TOP OF
" p _� i� - 6" COMPACTEC GRAVE - T -t ---- WALL 102'-6"
6 COV ACTS GRAY= i,, ��
211 RIGID %'/ �, 2" RIGID EXIST, C NC. RETAINING
7
INSULATION i��'� o z INSULATION Cl) 1- II+ _ I T 1_ 11 i
7 9 / 'WA L E I.O.W, 99 6 1/2
EL I -
T GP OF EL TOP OF
�WALL 99'-6" WALL 99'-6"
2X4 KEYWAY J `� FIG 3 FTG 3
CONTINUOUS " ; 'f% % �2#5 307 1 _AP AT rL ~ 6 N 1 ------ ----, - - ----------------- ----- G 2
1 Cid 1 O ------ ----- — i / _ 1\y
FOOTING I C= COL F GS J FTG _ - --------
c FT
it
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,
_ 1---- i O Q —1 — — -- _ - - - r- — — — _
F— Q r ' L----" __ II r__ ---I I i _ 01D
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----I
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tlOT TO SCALE -�
NOT TO SCALE O O N
1 j {
NEW i I 1
rn1 11rAM
5" CONCRETE
FL00
2 0000 7 E a
LEV TOP OF
PIER 99'-6"
6X6 #10/10
G e o
FTG -2
21-011
X 21.0'1
LEV. FF 100'-C1'
WWF SHEETS
WAY
FTG -3
31-611
X 31.61'
X 1211
I 4#4 BOT, EACH
WAY
FT G-4
41-01'
X 4'-011
X 121'
5#4 BOT, EACH
WAY
EXIST. F
NDN TO
X 2'-C'
X 12"
5#4 B07. PIN TO
EXIST
8E CONFIRMED
VAPOR BARRIE
L
6" COMPACTED
RAVEL
/
0
LL
--�r7-77Ti,11-#31TIES
@ 1211 IJC
446 DOWELS VERT
544 1 33" f
-LONG. DRILL -
GROUT b PIN
TO EXIST. FTG.
30"
EXIST.+/
ap'noo H
NOT TO SCALE
CONCRETE FLOOR 45 BAR DIA MIN.
LAP 30" j
LEV TOP OF WALL 99'-6"
�i•
COMPACTED RAVEL 1�
RIGID CORNER BARS AT EACH FACE
INSULATION" TO MATCH WALL REINF
WALL REINF
:L
NOT TO SCALE
TYPICAL DETAIL AT PASS OCORS b OHD
NOT TO SCALE
00
,. q — __—____J
~ I_ II------- I g CONC. DOCK
J2, _
b BOT CONTINUOUS Q _ II I - ---- -- ! I EL HIGH SIDE G°
81_0u j 8
2 6
it CQNCPETE =_OCR _� _------------------ 1_0II
; s : OHD 103'-0''
LEV 1001-011 I I j ZO I III I 1 PITCH AWAY
I
21.011 I 21-611 FROM BLDG
(5 1
+—FTG 5 i��' 31-1011
3 TIES P 10" C I-� 1 / rJ O 11_011 31_011 _
I F T G 3 u-. TYPICAL
EL TOP OF o o LJ 541-011 - 0 ANCH. BOLT
«- QIq Z NEW FOOTII G 41 X 2'-611 PIER 99'-611 1 ! _1 U F I N"
w .- Q FAC TO ACE OF CONG
PIN TO EXISTING
j SEE DRAWING S-1 I �'
PREPARED BY HABEEB 1 t-
& ASSOC. FOR CONC. ti
-:1
cca =TG' Sa-Es -� -- w
°CR :F:'I= SEE FTG, SCHED. I ! VAULT LOCATIONS 1 U
1 _ = -� &DETAILS 11 ; = i N 1 LL
-L�00H
�
h
I I I
,,c:CA_ r= A-2 AJ, A-4, D-2, D-3, D-4, b E-4
STEP FOOTING I�
! 2:1 AS REQUIRED
DRILL GROUT & PIN ' !
00 Co
-MOULE
2 0000 7 E a
`, LES
i
G e o
FTG -2
21-011
X 21.0'1
X 1211
' 344 BOT, EACH
WAY
FTG -3
31-611
X 31.61'
X 1211
I 4#4 BOT, EACH
WAY
FT G-4
41-01'
X 4'-011
X 121'
5#4 BOT, EACH
WAY
FTG -5
4'-0"
X 2'-C'
X 12"
5#4 B07. PIN TO
EXIST
i
3"
TYPICAL ANCH, BOLT DETAIL
SEE ANCH, BOLT PLAN FROM BLDG. MFG FOR ANCH, BOLT DIA.
NOTE: SEE NORTHERN BUILDINGS ANCH. BOLT PLAN
FOR ANCHOR BOLT GAGE, LOCATION,
TOP BG 1 PROJECTION AND SIZE TO CONFIRM THIS DRAWING
T r- --- {----- --,,,T
FTG 2 _ �� .
T CONTRACTOR TO CONFIRM ALL COLUMN
I
1 I
_— J DEPTHS WITH CONCRETE WALL DEPTHS,
CONSTRJCT'ON JOINTS
_AP 5C' Q 30' 0 MAX.
11-011 1 EL TOP OF y 411 CONTRACTOR TO CONFIRM ALL DRAWINGS
WALL 99'-6"
IN THEIR ENTIRETY AND BE
L wALL RE;NF 2x4 KEY RESPONSIBLE FOR SAME.
21-211 31-011 ����HDQ70K, �'�/ ��
231.011
7WFOQI L FACE OF EXIST TO OUT
J05JF-7 PK �'Ii nLL OF CONC NOT TO SCALE
NOT TO SCALE - -
<(µp
1, DATE
SHEET N0.F(DU M00a °�H % MUM
��H OF U��O[ o "�TEUM eL]IMF
s,�
QDD
,EI r �tpre";. 4 Evergreen 'cane, Unit C, Bldg. A, HOPEDALE, MA 01747
BUILDER TO, COJFP6 ALL ulb ,�_,I a�,.
PRIOR TO CuNSTRI CT10N TEL. (508) 473-2281 FAX (508) 478-3541 0e " D
AND BE RESPONSIBLE FOR SAtiIE. "• r" ;e. E�r� °P" 90 OLD 7O VH HMO IE ROAD
Speciolizing mere—Engineered Steel Buildings FETE+
!7 (a° `� Design — Erection — Construction Management F �QQ�O 9 mb%