HomeMy WebLinkAbout16-Foundation Sections and Details III-Sheet No. S403Project:
NEW DPW FACILITY
HOG W-19-4 1-3/4X1/4 HEAVY DUTY
PREFABRICATED TRENCH, GRATING RATED FOR HS20 LOADING AS SPECIFIED BY PLUMBING BY MISC. METALS, INSTALLED BY G.C. -
#4 HOOK BARS EMBEDDED IN HDG W-'t9-4 2X3/8 HEAVY DUTY '
GRATING RATED FOR HS20 LOADING 2'-0"DIA. HS-20 RATED TANK
LOW POINT OF SLAB HOG L2X2X1/4 FRAME WITH 1/2" DIA. STEEL COVER WITH EMBED SUPPORT BY
SLAB AND INSERTED THROUGH HDG L2-1/2X2-1/2X1/4 FRAME WITH 1/2 DIA. BY MISC. METALS INSTALLED BY G.C.
TRENCH DRAIN REBAR CLIP (4 @RIM OF TRENCH HEADED STUDS, 3" LONG @ 1=fl' O.C. BY STEEL HEADED STUDS, 3" LONG @ V-0" O.C. PRECAST MANUFACTURER
{2}
EA. PER 4' SECTION OF TRENCH) MISC. METALS, INSTALLED BY G.C. BY MISC. METALS, INSTALLED BY G.C. SEE PLAN VIEW FOR ELEV. OF RIM CIRCULAR #5 BARS IN COSTAR
#5 @ 12" ADDITIONAL DIAGONAL
W.W.F. SEE SLAB PLAN FOR SIZE w W.W.F. SEE SLAB PLAN FOR SIZE ADDITIONAL DIAGONAL W.W.F. SEE SLAB PLAN FOR SIZE REINFORCING IN SLAB
p� REINFORCING IN SLAB
SLOPE SLOPE SLOPE - ---,- Q -- SLOPE SLOPE —
rh T.O. SLAB VEH STORAGE - — _ —, - — - — - — _ — _ > _ — — _ ___ _ — _ — _ _ — T.O. VEH STORAGE _ — _ _ _ - - — - — - _ _ - -• SLOPE _ _ �J T.O. SLAB VEH STORAGE -
X---X—X—X—X—X X _ X—X—X X---X—X—X
Xg—_x—X--=X--X°--� X . ><=X=X, -X X= --` �C . X< d"X_"-X ^ �. _ X a 3<- -X X
• , „ • a - X--'__%�—-X--i;d X .iX :dX�X X a� , . -
'z ° Z' IN. 2' -
''�/ - —_mil • - • _ _ - d - e
MIN.
°
TYP. �°
� - SQUARE d ° % ed ' � COLLAR CAST 4- -
G �)G (TYP.) 1 \ ` . ° % a a .a 1N WITH SLAB ° °A
2 O.C. •` � #4 BARS FA. SIDE
#4 HORIZ. BARS, LENGTH O 00 �� � Ci UO 6"MIN. CRUSHED STONE #5 @ 12- C (TYP.) �o c �� cr c� o '� Qn 8n 8" OFTRENCH 3 O a O SUMP PIT
OF TRENCH + 3' ° °
WIDTH VAPOR RETARDER (4) #5 BARS °
EQUALLY SPACED #4 @ 8" O.C. WITH d
STD. HOOK (TYP)
' PIPE, SEE -', d-•O
0 � PLUMBING DWGS.
SECTION THROUGH PREFAB TRENCH SECTION WASHBAY TRENCH DRAIN 8" o FOR PIPE INVERT
1 (TYP.) O a °
SCALE: 3/4" =1'-0" SCALE: 3/4" = V-O" #5 @ 12" O.C. (TYP.) Z
m
VAPOR COORDINATE DIMENSIONS
#4 @ 8' O.C. (TYP.) _ ae DIMENSIONS AND REINFORCING OF PRE-TREATMENT TANK
d RETARDER WITH EQUIPMENT DWGS. `
OF TANK WALLS, ROOF, AND SLAB � '-
B .Z a ° , BY PRECAST MANUFACTURER q '
#4 @ 8" O.C. WITH 3 Q
° w
STD. HOOK (TYP.) ` z
ao
^/ LL. Q n
L
COORDINATE WITH ° d
ARCH. DWGS. FOR 2"X2" SHEAR d 0 6
METAL PANEL
KEY (TYP.) L q
OPENINGS AH"
I n d ° #5 @ 12' O.C. (TYP.)
I ( 6 STUD BACKUP WALL BY COLD FORMED
t- i STEEL CONTRACTOR o d , e -4..
° °
BOND BEAM @ 4'-0" I " n ° ° d d
HOG HSS3-1/2X3-1/2X3/8 @ 4 -0 O.C. MAX. W19 X5"X1/2n (°,. - ° ° I ." d . p ° ° a
O.C. (TYP.)
° °
8" CMU WALL 1 1 I ; BASEPLATE BY MISC. METALS. PROVIDE UNDER - .. a , • ° °
1----1 °.
WINDOWS WITH GREATER AN 8-0 G<<�., �� n j .� J `! U, (1 '�,, -: wj T
H WIDTHS ATER THAN i 1• ? _( I - U, l _� O
-ice-,- r I.,�r i_.�: ,�.0.( �-rim I ��-� l-!. 1 ! ��`)I 17-`J� _��_`;1��.1 �.J��_ i- ``�.� O U
R INF. I � _� I _ _ ,-- — — I
VERTICAL WALL E REFER TO ARCH. " � n ,,
6 PVC WATERSTOP ! — I
1N GROUT (TYP.) " DWGS. FOR WALL ( I ; (2) SAMPSON 5B 7/8 X24 HDG ANCHOR BOLTS OR I,-(].
4 - 4 I III 1 - 0 -=I
APPROVED EQUAL PER SUPPORT. ANCHOR BOLTS
„ ASSEMBLY (TYP.) PROVIDED AND INSTALLED BY MISC. METALS BEDDING
ED STONE MIN. 3" CRUSHED STONE BEDDING
—
Y #5 BARS @ 12 O.C. i I f MIN. —� —
a.
j -2 11 6" SLAB ON GRADE, REFER TO PLAN I� NATIVE UNDISTURBED SOIL OR NATIVE UNDISTURBED SOIL OR
W.W.F. SEE SLAB I i W.W.F. SEE SLAB PLAN FOR SIZE COMPACTED STRUCTURAL FILL COMPACTED STRUCTURAL FILL
PLAN FOR SIZE
1' - 0 3/16" I fi VAPOR RETARDER
4"
" Qn u (4)#5BARS r TO.SIABADMIN_ _— _ — _ — _ I! _ SECTION �@W�ASH BAY SUMP�lJ D
;�° �x x°x 9x= - - - — - —SEC:!0N PRE-TREATMENT�TANK
O _
10 10" I ' #5X4'-0" LONG @WALL 8" _1 I I :° V O ° a' SCALE:1'-0" V 10" tREINF. SPACING� -1 0
T-.O_SLAB VEH STORAGE
.
X'—X�-,X= °-X ' d X—x— C =x X' X x X x X " C -- a X SEE ARCHDWGS."1' - 4"
RIGID INSULATION,
a d S .
° - d
4—RIGID INSULATION, SEE ARCH. DWGS.
do- - a ° a , ° °' ° ° KEY (TYP.) 11 �� 1:1 HAUNCH
: " V
6" MIN CRUSHED STONE
#5 @ 12"O.C. HORIZ. EA. FACE
(4) CONT. #5 ° - 2' - 0" T.O. STEEL EL. (-11-1/2")
i '(] U �r�Uv�C �00 �o Cj �� EVENLY SPACED *_1
#5 @ 12" W/ STD. HOOK
3 � ,O , � ,�� - .Cl - � '-, O r-.C, EA. FACE (TYP)
VAPOR BARRIER
.SLOPE SLAB TO
4'-0"
6" MIN. CRUSHED ° d a ° a TOP O ANGLE
STONE \ d TOP OF SLAB EL. (-1'-0") HDG L2_X2X1/4 EMBEDDED WITH 1/2" DIA.
° ° td _ 3'LONG HEADED STUDS, WELDED
PROVIDED AND
X G DD@
_ da 18" O.C.00@PERIMETER,
—� ° " INSTALLED BY MISC. METALS
-I X°—=X X -X, d
°
--
_ _ 3" CRUSHED STONE °
MIN. — (- BEDDING
CMPA TEDS R CTURAL OR
IL ENLARGED DETAIL @ EDGE OF LIFT PIT
7
SCALE: 1 1/2" = V-0"
SECTIO"�W�A SHBAY CMU WALL SUPPL3/4"
SCALE: 3/4"
7
S403 #4 BAR @ 12" O.C. MEZZANINE COLUMN
SEE APPROVED 36 {) LAYERS BY MBM (TYP.)
" 2 W.W.F. SEE SLAB CONCRETE WFtLL AT
1fi" EACH INTERIOR
. _.._ � _ ,_._.: V _ SHOP DWGS. PLAN FOR SIZE BASE PLATE AND
HDG W-19-4 2X3/8 HEAVY DUTY T.O. SLAB VEH STORAGE _ ANCHOR BOLTS B COLUMN (TYP.)
HDG L2-112X2-1/2X1i4 FRAME WITH 1/2" DIA. GRATING RATED FOR HS20 LOADING .1� . p" X CHO BO 8Y M M
x=xx—x= x-x-Tx— =x—ir==x--x-¢xx ' :-a-x - - c=x•=x�xx'.
STEEL HEADED STUDS, 3" LONG @ 1'-0" Q.C. BY MISC. METALS, INSTALLED BY G.C. ° ° . -` .: ' :. ° . Q; 4a: W.W.F. SEE SLAB
BY MISC. METALS, INSTALLED BY G.C. SEE PLAN VIEW FOR ELEV. OF RIM x X=x=x—�F <=x-t-'-�<-* ax�X—,� x a x x=°x��c=�-xa—x= z. .'x- �� .-x:- w- -x, 3/4 N.S. GROUT PAD PLAN FOR SIZE
W.W.F. SEE SLAB PLAN FOR SIZE < oo °. ° a q° d ��� COLUMN ISOLATION JOINT,
ADDITIONAL DIAGONAL )o )U ��c�0,. �- °, d ° ° ° v J U �( VAPOR RETARDER
REINFORCING IN SLAB JO ���-. d d °-- ,r o O 0v o SEE DETAIL ON S002
SLOPE---- �-- LOPE r �JO'
_° INGROUNDS ° LIFT°T.O. SLAB VEH STORAGE — _—_-- --
-if T.QSLAB VEH STORAGE
-- ---—T.O.SLABVEHSTORAGE
„a ^SOU TRENCH PiT��'.� -1' - 0" -1' - 0"
- 0 ° . d .
X-=X.. -;-.x• : 4 X . : X X; x—x---x—X X. w COMPACTED CRUSHED STONE
PAC °
2- 0 a d, ,° 1_- 2 c C o C c c C' 2 CONT. #5 STD. HOOK EACH END
a O �O C C�c� i )� — — — —
d ° e
bs �' C000oOC i.COo JQO; r
2 #5 BARS IN COLLAR SQUARE �, RIGID INSULATION, SEE APPROVED _i Jr �r
O ° c� a C c_ c C v D STONES �� , ; . ��>v CRUSHED STONE`.).o C O O L C �'C C oCRUSHE
} SHOP DWGS.
• 8 ° - ♦/f ,iOC�OC�Oo/` JC'0Ot�O0 Q _O
. .. ','. < •-� d yle - - °-G° , i f?�„VR ,�OCO\000 cOGO�c.�
• _----�_ � J 0 C 0 C 0 0 c , C c C c O ^� EA GRAVEL BACKFILL, SEE
o p a-
e
CAST -IN -PLACE b 0 000000e( O00000C�. APPROVED SHOP DWGS. < d
CONCRETE .`- OHO �CC� ����CC�-
8 COLLAR 12' DEEP o �CC>UOC, �O SEE APPROVED SHOP DWGS. °
o J SEE PIER SCHEDULE FOR
° 0Oo0C)0C< ' `0000& °
g a O 0✓ C C O C O PIER REINFORCING = d
r _ r` �< CONCRETE BASE SLAB, SEE ° a
a 0000OO C>0C) � °
C O J c C, C C c O C C C APPROVED SHOP DWGS.
LLI
LLI rA r .' a
DIMENSIONS AND REINFORCING 3 a ° d °
d d.a < q'
..
OF TANK WALLS, ROOF, AND SLAB e •
BY PRECAST MANUFACTURER ,°.`' �; Z '° q . ° a ° d •° •d SEE FOOTING SCHEDULE FOR
6'W X 8'S X 6'D PRECAST d . r- • d ° ,
is a d REINFORCING SIZE AND SPACING
SUMP TANK WITH
MINIMUM CAPACITY OF ° —
'• °•. ..q.--'��1. ',l�i �.(-��`:`�J .�� . .�� -a.J�.__, ..:_��ij'' _,J .J- �,� .-_�..��1-: I .a � s ° ° • ♦. ° •O• .. - a.
2,150 GALLONS a•
�vI
• °: ,—I — /, V ,' 1 J J VI✓/ J �U
I -.V- lii ,.- u�.%ll v V '� tU- r �J�
SEE APPROVED SHOP DWGS. FOR PIT WIDTH —� 3" CRUSHED STONE11—
< I It -OR SEE FTG. SCHEDULE FOR DIMENSION - —I 3" CRUSHED STONE
5' _ 0" 4 MIN. 5'-0" MIN.
NATIVE UNDISTURBED SOIL OR MIN' DING
MIN.
COMPACTED STRUCTURAL FILL NATN UNDISTURBED
COMPACTED STRUCTURAL FILL
Q-
., a
° d ° .
-8 a ° b °. SECTION �@I NGROUND LIFT TRENCH PIT FOUNDATION SECTION a- INTERIOR ISOLATED PIER AND FOOTING
10
' SCALE: 3/4" = 1'-0"
d
sa
°• d
OL�3 O�' O��• L�( �U �i j `
1' - on
-- - -
-I I - 3" CRUSHED STONE - _ - ' _::_ � - __ _ _
---
MIN. — BEDDING #4 DRILLED AND EPDXIED INTO
LU1�_ NATIVE UNDISTURBED SOIL OR SLAB @ 12 O.C. EA. WAY, 411
- -
COMPACTED STRUCTURAL FILL EMBED, HILTI HY-200 OR EQUAL JUL;, 5Q� CAST -IN -PLACE
- -_ --- _. ----------- i ROUGHENED SURFACE
#3 NOSING BARS (TYP) CONCRETE STAIR - - - - - _ - --- - ----
HEALTH DEFT. 4X4 W2.9XW2.9 4X4 W2.9XW2.9 W.W.F.---
#4 DOWELS W/4" MIN. - - -
n #4 @ 12 W.W.F.
#4 12 EA. WAY
@ HILTI HY-200 OR EQUAL - -- - — — :.- -`_ --- _ " CONCRETE RAMP, - -
EMBED, 12 O.C. LA. WAY, _ __ _
SEC:!0N FLU IDS ROOM PRECAST SUMP CAST IN PLACE II
SCALE: TREAD INSERTS SEE ARCH. - COORD. WITH ARCH.
ROUGHENED SURFACE ° ' ° ` ° • " ' d o
da -
° ° t
--X x—, x. ° X— °X' X ° 7\ X X X X tX� _X—1 ,--. --,X
---x—X— =X X- x —X x ° x —x X-=�-�t X— x ` °X =^X i� °?�
_
° °•
—,;
1 �i„ �. 1 1
C `.':> CV�J _L L!, •.,'v G'-','JL C1 t-' C (7n O C c 0 C (� 7
0 �_ r-�,rG �.a� Q , ,��>� o�� �t� ��.G� c� �� ��
0� UO JOtJ UO:i UOU �() lJV O C� OC�� < Dt,� C>�C� U .O ��C ,OU<J •O�CG 'UJG t'� O 1GOC_( 66> C�I �'� �Jr�j OrJr� O> �\Jr1CQ O vOQ� pJ(�C
(�711J'v U J O L�U O t - 1 �� i( i�� ! �l i C,) :..� 7�, O� �1� - \1 I -U ii i
(3) #4 BARS
CONCRETE SLAB ON GRADE
"�C .I.P. CONCRETE STAIR I
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
Weston @:
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Consultants:
Digitally signed by
Nathan Seifert, PE
tt DN:`C=US,
Nathan Seifert, PE-seifertrr0wse1nc.com,
O-Weston &'Sampson,
CN="Nathan Seifert, PE"
Date: 2019.12.24
12:03:33 Y15'00'
Seal:
Revisions:
Rev Date Description
3
10/11/19
ADDENDUM #3
Issued For: CONFORMED
PROJECT TRUE
SCALE: AS NOTED
Date: DECEMBER 24, 2019
Drawn By: AAC
Reviewed By: KMC
Approved By: NMS
W&S Project No: 2170117
Drawing Title:
FOUNDATION
SECTIONS AND
DETAILS Ill
Sheet Number:
W ESTON & SAMPSON COPYRIGHT 2019