36C26318R0688-0001004.pdf

I

1 PR/25

No REVISION

I

I nl

I

'•1··-,-.-. �,-'

• - 4"

I • j

L O

3109/1, DATE

\'- I

\ - \ , •• I '

' a\

\' I - ' " 1 ·• • . . I

' ' I •• �\ \,;I \. :\ ,. ' 1-J I I •'\ ·,, I

·�-�----------·4,i.'�-'

BASEM

HI'!'

2"WASTE ---------=

UP TO FD-C 003

Harty la Elving'"

505 East Grant Street, Minneapolis, MN 55404-1490

T 612.332.4422 F 612.344.1282 hortyelving.com u

Y4"

IRRIGATION

c-cw

(NON-POTABLE)

,, , C ' � ,, 0 . • ,,, � " C

-- -- •,r--��-----���,-,W-A-S-TE-�- ���--�-L.••L,- -.

.• _J

UP TO FD.C L ",

I I

I

2" WASTE STACK

UP FOR FLJTURE

SECOND LEVEL � 1-----1\

,.-'v�'.-,-,-u""� -- 2" WASTE STACK ":·,-/ UP FOR FUTURE v

/2· I v Ii SECOND LEVEL

112' ;d ;,2·

PROVIDE

6"SANITARY SLEE.VE\. REFER TO CIVIL PLANS '-FOR CONTINUATION � __ _

INVERT ELEV

= 1040 '-11"

112'

2" _.,,..,,-,�2· ..- 3/4" - '

I l/4"

3/.4'

: AVOl ltl 1fil

10·

1 STAI

L 3/4" / SET T01.5 GPM

./ ij:_

SETTO 1.5GPM

2"' co qo

...--314" Y4"

'I-..,-�=;,----"---....,--------::,==:::::---.:-��"-�

\ 6, � \ 6, 4" WASTE ST ACK \• � \ 6, UP FOR FLJTURE

SECOND LEVEL

2 -�'\ 1-112", --6-4 I

Y4" '

2'VENT UP�,

1-112· .-a· .r. 11-1/4'

$- -Df-➔>�-------- 'Z' .......--1- 112"

W-----"".-�\-

_/2

__ _ -0- - . ," 2' \ i 4' ·, 1-- 112'

I , . , 4' WASTE STACK

UP FOR FUTURE

314• SECOND LEVEL

�--112·

3/4"

- - __. ______ +--- -...-- -----�---.------ �.,,, __ ..., ___ -<! �1·

10·-'\t 1�/4" &. 112' 1 ?,.

'-'v -·· WJ

!:'. 3/4" 1/2' /�

"""'3/4' 112'

0- 3"

0- 3" ....... 2" 2" __.

4'

-...-''--'ico

2·�

1/2'-

2' �

4"_

NU

V ,-1"

-----2" Y4"

'JY 1;"'' &. 112"� \ I �

��------�-----��-�-�i --��

& it� /2'VENT UP

1 '1>-112'

4' WASTE STACK

UP FOR FUTURE

SECOND LEVEL

2'VENTUP

',--v LJ

.--1- 112"

1/2' - 112' co .... ,.

LJ LJ

� 314'

IRRIGATION

CTI

CORE □Rill.

OR SLEEVE

THROUGH

co 2·� 4""-

SET T01 GPM\

2-112"

•co

1/2"

""314"

PQ-V

i o....\ 1/2' NOTE: ALL SANITARY, STORM AND WATER PIPING

SHALL BE HUNG IN CRAWL SPACE. SEE DETAILS

FOR HANGING OF PIPING.

Y4'

IRRIGATION .-

CW

(NON-POTABLE)

II ����LL

4 j1 =��. 6" RWL UP

5280 SQ FT

..... ,. CRAWL

SPACE

2" WASTE STACK

UP FOR FUTURE

SECOND LEVEL

2• VENT 4' WASTE STACK / -

\ FROM FD-G UP FOR FUTURE /

�' u- .. 4'.'

CO

2" I·= ,, -"·· �

SEC

c O

N r

L

T

EV

E

L

"l I�::;,•-L�:=;,: / -::- • FB1 --FB1-�-FB1 1---- FB1 ---- Iii ) ,_ __ , __ • _______ ;,, I'

DN � " 1 , •• , �3" I �,•

I __:i--1 I I - 181 I 18 b�oN-PoTABLE -

0 • ,. --, _ a ·, 1 _ co

2-112"--l .- 1-112"

..-1" / SET TO 1 GPM 3/4' IRRIGATION CTI/

1 112· &. 3/r ; 1-1/2'' �-

2' t- 1/2'' .,,, ...

&_112•-...., 314"

-��i"z�=J:irl-iil

FD-G • "' FD-G

, FD-G , 314• NON-POTAB-:-E

� 11 1 'Z' ;-; ;: 1:

!!:-=•���··7"!-f....j.§1 .u i '���::i�TO 2' !�;;����-F��1Tif •• = •

-<�+'-'-·1_,; � -

CW

- L-,3• -, I I I I I I I I 1\ CONCRETE _ ··_:

�, "9"

Iii I I I I I I I I I I 1 , :" - 'P'P- !!I 1

'1-H�·:H 1 1 1 1 1 1 1 1 1 1 '-- ALONGWALL -

I I I I I I I I I I I '

I1"NON-POTABLE O 1�---i, 1'1RRIGATION CW I E=I=<"'-='=l=l=t=l=±c

.J / 1/2"- 9 Q-, J I v r--r

/2

-, .. ..:.e->--•. -------.. ,,-,-_ -"""----..;.�..,.-�....c, co r 2"- 1-112'- , 2'WASTE STACK __s:f.1/ 4

WASTE STACK

IRRIGATION WATER SLEEVE -.... � i L---- 314'CW 6"RWL-..J l �j--;11

� • -, UP TO P-804 \ 5280 SQ FT... �I UP FOR FUTURE

1',.

'Z'

._J· v UP FOR FUTURE

SECOND LEVEL

I

� "°' ............,, SECOND LEVEL

6'' RWL UP

52BOSQ FT

iPJOJ\:g��:�t�-z�;":L--1', S..

�_.::.J

,. 2"VENT UP� ,

l_.,t.: ____ _J'".;:=:;-r ;,·· 1 I

�DOMESTlC WAlER FD-G '�r .-T-----' ------ -- -t

'Z'

/3" J/ 4 '

;:" ·�co I 2' :::dF:l�o/ LJ � lNT UP

\ LJ co co 2'

,. .i.... . .,_..:s:y

\]7METER -----� � I \3" I L--

2·

:; I rr,P-709�--V 4" DOMESTIC 11,a I l

I � FD-G 3' WASTE UP ..__,_ 2· I 1---"'-

INVERT ELEVATION

OF WATER SERVICES

IS 7'-(f' BELOW

OUTSIDE GRADE.

WATER SERVICE ----s----,.,,,-i I 1 - - FD-G TO FD-G I I • ,<.

: / I • I '- MECH F ".<t(IM I - I 1112"-------- -

6"FIRE PRO;

CTION t"- 2

, 2'VENT 2 ''\IENT 00 )._ 2"L_. 'Z' 3'VENT UP I I !� P-804

WATER SERVICE !ii, I ,.- FROM FD-G FROM FD-G -f------f."._..f 1 2, t- 3" � 1..----:-c::==:=-

SLEEVE AT

J " 3

� : co 4

4'. J ', c.,·: 4'. I : � ·'.

EXTERIOR WALL r•l-...iq,, -'-'--•----,-----"--- -- ,1----.1----l�l.ll . 4• TYPICAL __ .J , I I ""'t:i.l: �(-�---i-- 4" l 2"VENT . "'-a � 2- I co

- -7l·"t--f.+----'1

.......--1-112"

SEWAGE EJECTOR �

BASIN AND PUMPS \_!)

r ;-112" 1' -2·

-,· 14

2'i.W 14

112·-

4" 2'VENT UP

10' SIi -

112' 2· Y4"

>--1/2'

- """9

,. C' � ��;"' �--· " - • ' •. • if

ROMF

�; _j,·

F

��' t���T�U S T T��E

K+------�-�f--·,· : � 'Z' 4:. -'J" L .. 111 r--�------------_ ... _ _.._ __ ... ____ 1:/4:";:1,=---<:'"---... -----....... -... ____ ... -l!--!lr

SECOND LEVEL I < 11X-ET1-..... I I �.,. .,.,_ 1" :-

\._ '2· 11 ·. \. 1-,· / -,..., · · , ... I \.

r

'1·

�, 2' 2' VENT UP

� �c,;,1/l/,,- I EXPANSION i I'""

! / 1 11 i rl�-== ,-�j l@

112" L/

.i.........---------.,------.....L---4......,.-....L...,......C, CO "4• \..

4"WASTE STACK/ \4" '4" (

O l

2'...., UP FOR FUTURE ..,

SECOND LEVEL 6' RWL -1------t- 314" IRRIGATION CW (NON-POTABLE) 5260 SQ FT

_, 112" IRRIGATION ...--

h

CW

' 314' h

I •

� ., FB1 FB1 FB1 I IFB1

£. FB1 I -= 1 :-_ FB1

=·:; • • • • • • a,:" j!! �

�11�X�-�

;;;;-r ia

-G r i

�:�FT PLUS

·••" -' L ••

' ' � � 7-.L,- --,~.7.-Jl':�00-.-.-'-�-·-� --.. -.-�-.. -.��.- --."

Planning Architecture Engineering Interior Design

RECORD SET 09/30/16 Construction Management Design Build

Horty Elving & Associates, Inc.

� PUMP DISCHARGE. ' � v

DO MESTIC WATER HEATER. DRAIN TILE BASIN "· 4'RWL

REFER TO DETAIL AND AND PUMPS

SPECIFICATION FOR VALVES, ©, TT7GAGES, RECIRCULATION PUMP, V AND OTHER PIPING AT HEATER.

• CO 964 SQ FT \.

INVERT ELEV/ II

1042'-D' 11

II

SLEEVE

TVENT

2'

\J

4"RWL UP

964 SQ FT

2'WASTE

UP TO FD-C

I ' .•

6'RWL /J. 6244 SQ FT PLUS

PUMP DISCHARGE n n

I hereby certify that this pion. speclflcotlon or report wos prepored by me or under my direct supervision ond that I om a duly Licensed Professional Engineer under the lows of the Stole of Minnesota.

Jomes C. Elving ,r.-~/�

(7 ' �- License No. 12652

C) COPYIWtrT 1h11 ctawlng II the l:Ofl)'llghled work pfllllulrt of Ardlltvet and n1u111, mocffl;ad,;,n orn1pr1nl1ellm llfth1111 doe11m11ra without llllplNI writlon COllll,tof Ardiit,,i:t ii plllhibbd. Th■ adilactural orn1lmld 111n1i:u p1fflnmad arfumilh1d br thoAn:hilacl IDrlhil prajod ..

prayldad eubjlcl to the c1n1 and ekll ordlnlltlyuwdeed bJ nwrl,119ofth1 archli■ctlnl prof■salan practicing undw ■lmlu clrwr-■t■IIC9B alth■ sana tinll and in 11111 llffll loca!ir". Archicld IIIIDI nil Wlft'lfflin, llpr,111 r,, imptilld, ii Clll'NC!i�n will! ill SlmCIII.

APPROVED; SERVICE LINE DIRECTOR

APPROVED; GEMS COORDINATOR

APPROVED: PROJECTS SECTION MANAGER

I

I AP'"°"'" ""EC'COR ™"

INVERT ELEV

1042 '-0''

DATE;II APPROVED; INFECTION CONTROL NURSE

°''"II APesovmPA"E""""'

,.,,..II APeRo.,,.,, c"'"' o, POUCE

°''"'II AeeaovmSAmYMASAoa.

01 6' RWL -111 � r 5280 SQFT

DATE; IIILL.

PLUMBING

"""I LOWER LEVEL

"""I APPROVED: CHIEF OF STAFF

"""I I

APPROVED: MEDICAL CENTER DIRECTOR

PLUMBING FIXTURE PIPE SIZES

SUPPLY PIPE WASTE VEITT

SIZE, INCH PIPE PIPE

HW cw SIZE, IN. SIZE.IN.

P-116 -· Y4 • WATER CLOSET, TANK TYPE

P-11 7 -· 1-1/4 4 WATER CLOSET, FLUSH VALVE

P-308 -· -· ...

BATHTUB (NOT TO BE CONNECTED)

P-415 1/2 1/2 1-114LAVATORY, WALL HUNG

P-421 1/2 1/2 1-114LAVATORY

P-502 Y4 Y4 'SERVICE SINK, CORNER, FLOOR MOUNTED

P-524 1/2 1/2 1-112SINK, CRS, DOUBLE COMPARTMENT

P-528 1/2 1/2 1-112SINK, CRS, SINGLE COMPARTMENT

P-610 -· 1/2 1-114ELECTR IC WATER COOL.ER

P-709 1/2 1/2 1-114EMERGENCY EYE WASH

P-801 -· Y4 ...

WAU. HYDRANT, NON-fREEZE P-804 -· Y4 ...

HOSE BIBB

FD-C -· -· SIZE PER

FLOOR DRAIN FINISHED SPACES PLAN

FD<l -· -· SIZE PER

FLOOR DRAIN MECHANICAL SPACES PLAN

ALTERNATE NOTES

REFER TD ARCHITECTURAL FLOOR PLANS AND SPECIFICATION FOR DESCRIPTION OF

ALTERNATES 9, 10 AND 11 OF CONSTRUCTION.

SPECIFICATION NOTES

1-114

1-114

1-1fl

1-1fl

1-1fl

1-1/4

1-114

COMPLETE LAYOlJT DRAWINGS SHALL BE REQUIRED BY PARAGRAPH, SUBMITTALS.

CONSTRUCTION WORK SHALL NOT START ON ANY SYSTEM UNTIL THE LAYOLJT DRAWING HAVE

BEEN APPROVED.

GENERAL NOTES

CORE DRILLING THRU BEAMS OR JOISTS IS NOT ALLOWED. IF PLUMBING WALL IS LOCATED ON A BEAM'JOIST, CONlRACTOR SHALL CONTACT ENGINEER.

ALL HOLES IN FLOOR OR WALL FROM PIPING SHALL BE FIRESTDPPED TO MATCH ASSEMBLY

FIRE RATING .

ALL PIPING TO RUN CONCEALED ABOVE CEILING UNLESS OTHERWISE NOTED OR IN MECHANICAL

ROOM.

NOT ALL NOTES ARE USED ON EACH SHEET.

DATE

DJ\TE: I

I IILL

KEYNOTES

V 'l ' WASTE, 112' COLD WATER AND 1/2" HOT WATER UP TO FIXTURE P-415.

'\TT 4"WASTE AND 1-1/2"COLD WATER UP TO FIXTIJRE P-117. EXTEND 1/2' COLD

V WATER TO ADJACENT LAVATORY, IN WALL ABOVE.

� 3'' WASTE, 2" VENT, 3/4' COLD WATER AND 3/4' HOT WATER UP TO FIXTURE P.502.

� 2'' WASTE, 112' COLD WATER UP TO FIXTIJRE P-610.

� 3/4" IRRIGATION (NON-POTABLE) COLD WATER UP TO FIXTURE P-801.

\87 2''WASTEAND 112" HOT WATER UP TO FIXTURE P-415. EXTEND 112" COLD WATER

V FROM ADJACENT 1-112" CW TOILET SUPPLY.

'\!J 4"WASTE ANDTCOI..D WATER UPTD FIXTURE3 P- 117.

� REFER TO STRUCTURAL FOUNDATION PLAN FOR CRAIN TILE PIPING.

\97 PROVIDE 1/2' HOT WATER WITH SHlJT-OFF VALVE FROM SINK TD DISHWASHER. ROUTE

V DISHWASHER DRAIN TD AIR GAP FITTING TI,EN TO TAILPIECE OF SINK.

� 4"WASTE, 2"VENT AND 314' COLD WATER UP TO FIXTURE P-116.

� 2'' WASTE, 112' COLD WATER AND 1/2" HOT WATER UP TO FIXTURE P-528.

w 2''WASTE, 112' COLD WATER AND 1/2" HOT WATER UP TO FIXTURE P-42 1.

'\i37 2''WASTEAND 112" HOT WATER UP TO TWO FIXTURES P-415. EXTEND 112' COLD WATER TD

V LAVATORIES FROM ADJACENT 2" CW TOILET SUPPLY.

w 2"" WASTE UP TD FLOOR DRAIN F□-C.

� COORDINATE WITH MECHANICAL DUCT WORK FOR ELEVATION OF EACH.

\167 CONNECT A 4" STORM DRAIN PIPE TD THE DRAIN TILE PIPE. THE 4' STORM DRAIN PIPE

V OPEN END (INLET) SHALL BE FLUSH WITH THE FLOOR OF THE AREA WELL.

'\1f7 CONNECT A 4" STORM DRAIN PIPE TD THE DRAIN TILE PIPE. THE 4' STORM DRAIN PIPE

V SHALL CONNECT TO F[}.C. NO TRAP PRIMER SHALL BE INSTALLED ON THIS AREA CRAIN.

w CONNECTZ'WASTE, 2''VENT, 1/2'COLD WATER AND 1/2'' HOT WATER TO FIXTURE P.709.

w 2'' WASTE, 112" COLD WATER ANO 1/2" HOT WATER UP TO FIXTURE P-52-4.

DJ\TE I01/03/2013:

REHABILITATION CENTER PLOT SCALE St. Cloud VA PROJECT #656-332 1/8"=1'-0"

St. Cloud VA Health Care System PROJECT NO. Health Care System S1430 Brainerd I Montevideo I Alexandria

IBUILDING No CHECKED BY ORAWN

116 JOO(

LOCATION DRAWING NO.

VA MEDICAL CENTER

P101 ST. CLOUD MN 56303

NEW WORK

\- c\ ..

\, d• ' . . ' . -· '. i . .

I'•\

Y\ i_ I

_al. . " ,._ t ' ) .·.. - ~~-~ ~ -'--'---~· -'--. _',_' ~-··, .: ·

V----

,._ 1't" r' r r

I t .

.... Hh-a· - · · II

[I I~ lL a - . -

. • rn '

- -:I ~

1 ·- -- ' l \ I

-2·

LJ

1-1/4' 112"

I·- -. . .

.. , . . .... --.- .. /·'. .: . ..... --- -~ ··.·· 7 _ .•.• -,·. ; . .

~ ~-=---:CC:--'_',_-·-=·-=-. "I_. , - =~ill;. , M

I & ~¼ _,·

I

I

• I- I ~•ao!-J,. 1-1W & \ ~

--l·-~1".....L.__~_.l__~_j , .. 4•

& l Q:--'-J

I, t I I

_. 1. r i I ' •

• I L-B .... -

c) •

--1 '-1- -I

I

- e---1.1

I=

I :r 1/2'

I .

,-- ,. I

I

Q

I I I

- I

I p l

ID •

J --..

I

----::,,r----=--.::.:. - _l _·.

'=1:=de~~ --1/a·:1· . . , _• . . . ,,. . ---s--.--

I . ' I

I I

DD

NEW WORK AREA

II,

~ • FD-C

11g!, D

' DN

C

No REVISION DATE r--- I I I I I

B 2' VENT B

FROM FD-C

lc-2"

FD.C

a

PASS

4"VTR~ , . __ _

Fl

THROUGH

I I I I L __ _

Horty II Elving'·

505 East Grant Street, Minneapolis, MN 55404-1490

T 612.332.4422 F 612.344.1282 hortyelving.com

Fl

Planning Architecture Engineering Interior Design Construction Management Design Build

Horty Elving & Associates, Inc.

D

[ J

I [ J

Ir., I [135_J

314" IRR(GATIQ,N

DNDOWN I

I I

T -6 2" WASTE S:PK

134- uPINT&

CEILING SPACE

AND CAP FOR

--f!:LTURE

6" DOWNSPOUT

NOZZLEAT18"

ABOVE FINISH "

GRADE '\

2' VENT

FROM FD-C

STFt,Ff- - - - - - • 1-112' 136 ---.

i I

2" NORTH Ii l Y.E.S.. .llLI; I

137""\ 7 I FD-Cl ~

I t I r,

□ co 1-1n" / MUSIC

1-1/2" 138 ··-,1., P-415

' ii ' rn

. .. - -il,-=,J ~f·\

I-sP ---- eP ---- 8P ----8P --- I ': 2"WASTESTACK L-, 1ft COi CAP FOR

, ~ ______ I I FUTURE

PROS

STORAGE

1 4" WASTE STACK I

I . 1-1/2'' CAP FOR 1-112" 2,, 1112• I

~~"r''::.'=~.,=~'::.'===':::'===a:ii:::"71~,;,;=~ , , " t--'~~\ ---~-.,1o-----.J_: ___ ~-4 : c;tc=""J...-4 m" ;' -~co ~ 1-112·

4" WASTE STACK :

UP INTO ,..

I co _, P--528 co I ,-~ :

GROUP I 1-112'' ' I

ALL DOMESTIC PLUMBING

AND SANITARY PIPING

CAPPED AT FLOOR

3.14' IRRIGATION

CW DOWN

PLUMBING FIXTURE PIPE SIZES

SUPPLY PIPE WASTE VENT

SIZE, INCH PIPE e,PE HW cw SIZE,IN. SIZE, IN.

P-116 - 314 4 2 WATER CLOSET, TANK TYPE

P-117 - 1-1f4 4 2

WATER CLOSET, FLUSH VALVE

P-306 - - - -

BATHTUB (NOT TO BE CONNECTED)

P-415 ,~ '" 1-114 1-1/4 LAVATORY, WALLl-,UNG

P-421 1n ,n 1-1/4 1-1/4 LAVATORY

P-502

314 314 3 1-1/2 SERVICE SINK, CORNER, FLOOR MOUNTED

P-524 1n 1n 1-1/2 1-1/2

SINK, CRS, DOUBLE COMPARTMENT

P-528 1n 1n 1-1/2 1-1f2

SINK, CRS, SINGLE COMPARTMENT

rn P-610 - 1n 1-1/4 1-1/4 ELECTRIC WAlER COOLER

P-709 112 '" 1-1/4 1-1/4

EMERGENCY EYE WASH

P-801 - 314 - -

WALL HYDRANT, NON-FREEZE

P-804 - 314 - -

HOSE BIBB

FD-C - - SIZE PER -

I CEILING SPACE f

AND CAP FOR

FUTURE

MEETING! l:i I I

ROOM I FD-C 2" I FOR FUTURE .,_-+HH< FLOOR DRAIN FINISHED SPACES PLAN

4" DOWNSPOUT

NOZZLE AT 18"

ABOVE FINISH ----....._

GRADE

I I

4' 0-RWL I

DOWN L T J 4" c>RWL

1168SQFT

,7 L _J r L

' L r L

L -

- _J

4' UPTO 0-RD

1168 SQ FT ___..

_J

_J

OP ••

H:1 a

TYPICAL

OVERFLOW

ROOF DRAIN

1 - 7 r 7

L

4"RWL

1168SQFT 15

1/8":1' ?

'-4-'VTR

__J co

1~ I al, 2' !! ,"=;=;=======cl r I P-116

2"-+ ~ m co~-£/~T~~rR~:T

'" I -

2''VENT

FROM FD-C iii

I FB1 =--=-=--= FB1 - - ~

6' 0-RWL \157

4112SQFTV

6" UPTO 0-RD

4112SQFT

{HIGHER]

[ J

' 7

T-S P-415

, ~r

P-117 I:; 9} 2"VENT ~ i 1-112"

P-415 FROM FD-C L4" VTR 1

co

2"VENT

FROM FD-C ' I -- ii

CORRIDOR :

142 , ii

L J ~ il co

4" WASTE STACK

PINTO

CEILING SPACE

AND CAP FOR

FUTURE

-------------;:,g C /'""'

6" 0-RWL \157

4112SQFT V

1/8":1' ,-co

SHELL

SPACE

rP30J\ 4" UP TO 0-RD .......w 116B SQFT co

' 1/8":1'

4"RWL

1168 SQ FT

6"0-RWL

DOWN

f5'0-RWL

5260 SQ FT

4"UPTORD(PJW\

116BSQFT W

' L

_J

4"UPTORD

1168SQFT~

' L

J

4"RWL

1168 SQ FT

[LOWER)

6" UP TOO-RD

4112SQFT

~RWL

4112SQ FT 2" WASTE STACK

CAP FOR

r - , L - _J

TYPICAL L

PRIMARY

ROOF DRAIN

I - 7 P-610

L - _J \

ELECTRICAL

_J

4"VTR

J!l ,. f JOILED LINEN P-528 \120 - 2

ELECTRICAL

4' WASTE UP INTO

CEILING SPACE

AND CAP FOR

FUTURE

B'UPTORD

4112SQFT

-,,, 6''RWL

[----. \ J \'L::: ::N ~ - R ;:;C~I;;

"' =="' 121 1 -r , 11s

I, n

6"RWLDOWN / , 1•112"1

52BO SQFT ._ I

IHALLWAY

4"VTR ,,-- 4"VTRI 116

eaa::+----

P-4'5 rr -- FB1 K>7-- F8i --~N, FB1 ~ fB1 _

3/4" IRRIGATION

'" , 'i --- F81

I !LOW •

J , 1-112"

:,-...:.... co L~, _J < '

1/ f--' P-415

-cwf:'7 · ~ '"' ~--==~•~-.;;=--=~ ~

I V LTAGE

I I 112

H- 3' I I

1 FB1 ::..J

T-2 [7307 I

I

T-1 r'i297

2' WASTE STACK

UPINTO I

• \. I CEl~ING ~PACE

_J

ASSESSMENT/

CONSULTATION

r--- ~ ----------~'-.JVENT 2 "P-804

I FROM FD-G 314' I

I r==~

FD-G a FIXTIJRES

I I I AN!bCAPl=OR

II \, .. :II, "J="-'===L===_J===1L"_1=,c;_;=_11,,=_=_='_"='~/1-t"T7E;\;_J~ ==~ ~ ~7-"":';;· ~~

~II

I

FB1 --- FB1

I ~ I BELOW

I !!

co il

\6'UPTORD

4112SQFT

4" WASTE STACK

UP INTO

CEILING SPACE

4"VTR I ANDCAPFOR

1/8":1' ,-co

6"RWL

52BOSQ FT

I I

--,---""" ___ J I 1-1/2" I

~! '--- - - - SB~ FUTURE ., ;

111 " 0 i-- 1-112''

I • ,i' FD-C

1a

1-1/2" .,.

I I

SOC~j\L ~

WOR£1:ER 111

.CONSULr ATION

ALL DOMESTIC PLUMBING

AND SANITARY PIPING

CAPPED AT FLOOR

FOR FUTURE

I I I

I 6' R'NL DOWN

5280 SQ FT

I 1-112" /co

... - .. J---'--~ 1-112• I \2', tr

6' DOWNSPOUT

_,,,.-NOZZLEAT18'

/ ,I" ABOVE FINISH

GRADE

rn

P-<l01

FD-G - - SIZE PER -

FLOOR DRAIN MECHANICAL SPACES PLAN

ALTERNATE NOTES

REFER TO ARCHITECTURAL FLOOR PLANS AND SPECIFICATlON FOR DESCRIPTlON OF ALTERNAlES 9, 1DAND 11 OFCONSlRUCTION.

SPECIFICATION NOTES

COMPLElE LAYOUT DRAWINGS SHALL BE REQUIRED BY PARAGRAPH, SUBMITTALS.

CONSTRUCTION WORK SHALL NOT START ON AAY SYSTEM UNTIL THE LAYOUT DRAWING HAVE

BEEN APPROVED.

GENERAL NOTES

CORE DRILLING THRU BEAMS OR JOISTS IS NOT ALLOWED. IF PLUMBING WALL IS LOCATED ON

A BEAMIJOIST, CONTRACTOR SHALL CONTACT ENGINEER.

ALL HOLES IN FLOOR OR WALL FROM PIPING SHALL BE FIRESTOPPED TO MATCH ASSEMBLY

FIRE RATlNG.

ALL PIPING TO RUN CONCEALED ABOVE CEILING UNLESS OTHERWISE NOTED OR IN MEctW',IICAL

ROOM.

NOT ALI. NOTES ARE USED ON EACH SHEET.

KEYNOTES -~""1

, I 3"VENTFROM

SEWAGE

EJECTOR

I

SCHEDULING

IT CLEAN g;

111 UTILITY

I 1~~~ ,,.,- 1 fi! 106

16d, 1

, I P-117 I co I

3/4' IRRIGATION

CWDCWN \

<>--jrll;lj

~ • DN

I , I , I , I , I

MECHANICAL

4"WAS1EUPINTO

CEILING SPACE

AND CAP FOR

FUTURE

I I '" 11

" o·

' I / I I 7l \ 5p i____- I SP ---- 7

~ ~~-=-c,~.,:-=_=_=_=cc,.'.~,c'c='-"=;,=;-;;; I : I I Ii t

/~III;'::'===' ~ I

WCSTOR.

I ,- ii r RECEPTION

"' I 105 I I I I I

CORRIDOR I

104 I

I I I ,---------, ,, 1-112· I )7 I

314' IRRIGATl~ ~lci~NG

CW DOWN 2'' VENT

FROM FD-C

4" DOWNSPOUT

NOZZLE AT 18"

ABOVE FINISH

GRADE

,,-t I I I 4"

" 1/8":1'

SOU 'H

VESTIB( LE

@. 4"UPTOO-RD

Q7 964SQFT

IH-:::'='' ,--

I hereby certify that this pion. speclflcotlon or report was prepared by me or under my direct super\/lslon ond \hot I om a duly Licensed Profe~sionol Engineer under \he law~ of the State of Minnesota.

/ z'L'-. ....___ Jomes C. Elving "-' License No. 12852

WAITING

APPROVED: SERVICE LINE DIRECTOR

APPROVED: GEMS COORDINATOR

1-112" m

OATSI APPROVED: INFECTION CONTROL NURSE DATE: "' cc

PLUMBING

FIRST FLOOR

ry 2'' WASTE, 112" COLD WAlER AND 1/2" HOT WAlER UP TO FIXT\JRE P-415.

\27 4"WASTEAND 1-1/2' COLDWAlERUPTOFIXTURE P-117. EXTEND 112'COLD

V WATER TO ADJACENT LAVATORY, IN WALL ABOVE.

w 3" WASTE, 2' VENT, 314" COLD WAlER AND J/4" HOT WAlER UP TO FIXTURE P-502.

\J7 'Z'WASTE, 1/2' COLDWAlER UPTO FIXTURE P-610.

"s7 3/4" IRRIGATION (NON-POTABLE) COLD WATER UPTO FIXTURE P-801.

'\67 'Z'WASTEAND 112" HOT WATER UPTO FIXTUREP-41Ji. EXTEND 112''COLD WATER

V FROM ADJACENT 1-112' CW TOILET SUPPLY,

':.::J 4"WASTEAND'Z'COLDWATERUPTOFIXTURES P-117.

w REFER TO STRUC11JRAL FOUNDATION PLAN FOR DRAIN TILE PIPING.

\97 PROVIDE 112" HOT WATER WrTH SHUT-OFF VALVE FROM SINK TO DISHWASHER. ROUTE

V DISHWASHER DRAIN TO AIR GAP FITTING THEN TO TAILPIECE OF SINK.

~ 4" WASTE, 2' VENT AND 3/4"COLD WATER UP TO FIXTURE P-116.

~ 'Z'WASTE, 112" COLDWAlERAND 1/2" HOTWAlERUPTOFIXT\JRE P-52B.

w 2'' WASTE, 112" COLD WAlER AND 1/2" HOT WAlERUP TO FIXT\JRE P-421.

\137 'Z'WASTEAND 1/2" HOT WATER UPTOTWOFIXllJRES P-415. EXlEND 1/2" COLDWAlERTO

V LAVATORIES FROM ADJACENT 2" CW TOILET SUPPLY.

w 'Z' WASTE UP TO FLOOR DRAIN FD-C.

~ COORDINAlE WITH MECHANICAL. DUCTWORK FOR ELEVATION OF EACH.

'\167 CONNECT A4" STORM DRAIN PIPE TO THE DRAIN TILE PIPE. THE 4" STORM DRAIN PIPE V OPEN END (INLET) SHALL BE FLUSH WrTH THE FLOOR OF THE AREA WELL.

'\'i77 CONNECT A4" STORM DRAIN PIPE TO THE DRAIN TILE PIPE. THE 4" STORM DRAIN PIPE

V SHALL CONNECT TO FD-C. NO TRAP PRIMER SHALL BE INSTAUED ON THIS AREA DRAIN.

w CONNECT 2" WASlE, 2' VENT, 112" COLD WATERAAD 112" HOTWAlER TO FIXTURE P-709.

~ 'Z' WASTE, 112' COLD WAlER AND 1/2' HOT WAlERUP TO FIXT\JRE P-524.

DATE

01/03/2013 REHABILITATION CENTER PLOT SCALE St. Cloud VA PROJECT #656-332 1/8"=1 1-0 11

St. Cloud VA Health Care System PROJECT NO. Health Care System ()'~' DATE:11 APPROVED: PATIENT SAFETY OATSI

I RECORD SET 09/30/16 S1430

APPROVED: PROJECTS SECTION MANAGER OA'"II A~•ovm '"'" o, ,rue, OATSI rHECKED BY irRA; 1 I

Brainerd I Montevideo I Alexandria

APPROVED: CHIEF OF STAFF DATE: BUILDING Na e COPYRl(:fff Tbll drawing II Iha copyr1ghlad lfOlk prodlllll al Arehlltel and lllllilll, mollllcatlan or rapmdlllllon rl 1111n documents wlllDul 116 eJPreH wr1lten cansenl DI Architect Is prohlllEd. The llldllleclu111I Ill" related services perfDnned 0r!Uml1hed DJ Ille Armllect1orllls IIUleGI are APPROVED: DIRECTOR FM$ OATe,11 A~''""' SA'En'"-'"'" OATSI I APPROVED: MEDICAL CENTER DIRECTOR OATSI ~•d 11iij111.tlll ll111 ,_.. ,nd 1lill ~~illrily~ by m,mbn al 1111 ,mlillctinl pnrfwllion p~ un;kir,..illr l;SWm,ta..... lltthe LOCATION DRAWING NO.

811111 Umeand Intl, ea1111 locality. Ardlllld ma• no wam.111188, upr'l88 or lmpllld, In comecllon wa, Ill! 881Ylc8e. VA MEDICAL CENTER P201 ST. CLOUD. MN 56303

Work outside of work area may be required. Field verify existing conditions

1 PR/27 511111,

No REVISION DATE

DOMESTIC --~

WATER

SERVICE

80MESH

STRAINER

N.C.

F.3

SUPPORT BRACKET ~

ANCHORED TO WALL

OR COLUMN

ELEVATION

~-- BYPASS

,----- WATER METER

3'-6" (1.1 meter)

FLOOR

DOMESTIC WATER METER PIPING

BASED ON VA STANDARD DETAIL 3D230911-02

ALUMINUM STRAINER

REFER TO

ARCHITECTURAL PLANS

FOR INSULATION

SUMP RECEIVER

ROOF DECK

REFER TO

STRUCTURAL PLANS

UNDERDECK CLAMP

NOTE:

j)

FLASHING CLAMP

& GRAVEL STOP

ROOF MEMBRANE

(FLASHING) \

FIRE STOP OPENING

THIS IS A TYPICAL DRAIN INSTALLATION DETAIL. VARIATIONS IN ROOF DRAINS ARE AVAILABLE TO MEET JOB REQUIREMENTS & DIFFERING CONSTRUCTION lECHNIQUES. ALL ROOF DECK OPENINGS SHALL BE FIRESTDPPED TO MAINTAIN THE FIRE RATING OF THE SlRUCTURE.

® ROOF DRAIN

SOLENOID VAL VE

FURNISHED BY

SECTION 223500

AQUASTAT

FURNISHED BY

SECTION 223500,

TO CONTROL

SOLENOID VALVES

HOTWATER

OUTLET

2'NPT

POTABLE WATER

, , {"'7

DRAIN OR RECEPTOR -------

(REFER TO PLANS

FOR TYPE)

I

NON-POTABLE WATER

SEE PLAN FOR SIZE

RPZ SECURE UNIT AND

PIPING TO WALL SEE PLAN

FOR SIZE

----- 1" AIR GAP

FUNNEL

DRAIN

1'INDIRECT

DRAIN TUl3E

{EXPOSED)

--- SECURE PIPING

TO WALL

® BACKFLOW PREVENTER INSTALLATION

ALUMINUM STRAINER

STANDPIPE,

SEE SPECIFICATION

FOR HEIGHT.

REFER TO

ARCHITECTURAL PLANS

FOR INSULATION

SUMP RECEIVER

ROOF DECK

REFER TO

STRUCTURAL PLANS

UNDERDECK CLAMP

j)

A.ASHING CLAMP

& GRAVEL STOP

ROOF MEMBRANE

(FLASHING)

FIRE STOP OPENING

J _____ u ___ Jr---------- INSULATION FROM

SUMP& FLOOR

NOlE:

THIS ISA TYPICAL DRAIN INSTAUATION DETAIL. VARIATIONS IN ROOF DRAINS ARE AVAILABLE TO MEET JOB REQUIREMENTS & DIFFERING CONSTRUCTION TECHNIQUES. ALL ROOF DECK OPENINGS SHALL BE FIRESTOPPED TO

MAINTAIN THE FIRE RATING OF THE STRUCTURE.

® OVERFLOW ROOF DRAIN

2·

AIR VENT 4•

I 1-112'

FLO-RITE

STEAM TRAP

==:> CONDENSATE OUTLH

SOLENOID VALVE

FURNISHED BY

SECTION 223500

STEAM INLET

COLDWATER

INLET

2'NPT

.,,._N<"I¢=

REFER TO ARCHITECTURALJSTRUCTURAL

PLANS FOR EXTENT OF FLOOR SLOPE,

4' X 4' UNLESS OTHERWISE NOTED.

SLOPE 1/8":1' CLEANOUT

UNLESS IF SHOWN

STRAINER

FINISHED FLOOR

OTHERWISE ON PLAN \

NOTED

• . • • \,0 ••

. ~~.:t :~.--- -~--: '-.~- · .. ; !. : .

:.4!•,, ,. :.•'•··:· : . A' ; .•

CONCRETES~

DRAIN BODY

•. •' . , ., ••,•"!', •• , .. •' .. ': ,J

""THIS IS A TYPICAL DRAIN INSTALLATION DETAIL. VARIATIONS IN FLOOR DRAIN STRAINERS

ARE AVAILABLE TO MEET JOB REQUIREMENTS & DIFFERING CONSTRUCTION TECHNIQUES.

® FLOOR DRAIN - BELOW GRADE

NOTE: REFER TO PLANS FOR PIPE SIZES AND SPECIFICATION

DIV. 22 FOR INFORMATION ON THE SUMP PUMP AND BASIN.

NOTE: REFER TO SPECIFICATION SECTION

221400 FOR PIPE MAlERIAI... REQUIREMENTS.

ALTERNATOR CONTROL

PANEL AND ALARM

ELECTRIC CONTROL

POWER (1 PH) AND

DISCONNECT BY DIV. 26

DISCHARGE PIPE

~ BAU. VIJ..VE

CHECKVALVE ---------------

SECURED COVER "\

BASIN

SUMP PUMP ---..J-L...I

CONNECT TO THE

GRAVITY STORM

DRAIN FROM THE

TOP)

l GRAVITY STORM DRAIN

RAIUREMOVAL SYSTEM

MAY BE REQUIRED, REFER

TO SPECIFICATION

SECTION 2214 36.

® DRAIN TILE SUMP PUMP & BASIN - DUPLEX

¢= \t:,l<:lH/tt-4-l~HH)~'f'-+4-[>l<Jf-----------j

RETURN FROM

RECIRCLOOP

t'NPT

Harty la Elving'"

505 East Grant Street, Minneapolis, MN 55404-1490

T 612.332.4422 F 612.344.1282 hortyelving.com

BYPASS TO

DRAIN

DOMESTIC INSTANTANEOUS STEAM /WATER HEATER

Planning Architecture Engineering Interior Design RECORD Construction Management Design Build

Horty Elving & Associates, Inc.

SET 09/30/16

......._ DIGITAL MIXING VAL VE

CJRCIJIATIDN PUMP

I hereby certify \hot this pion, speclflcoilon or report wos prepored by me or under my direct Sllper\Osion APPROVED: SERVICE LINE DIRECTOR DATE:11 APPROVED: INFECTION CONTROL NURSE and \hot I om o duly Licensed Professional Engineer under the lows of the Stole of Minnesota.

Jcmes C. Elving

0- ,!,t::£-......._~ --..._ License No. 1 2852

I "'"°""' GSMS ODORO,NATOR OA''ll "'"oveo"""""""'

APPROVED: PRO..ECTS SECTION MANAGER OA;e, I I ,eeaoveo, '""' o, "'"'"' I

" Cl COPYIWIIT 1h11 cl-awing Is tlie cgpydghled work produet of mhllllet and n1u111, moclfh:allm orn1pralll;tlm llfth111 docum1nt1 wllhou1 """''"" writtai corm11tof An:hiiKt ill pl'llhibm:I. Tho .-.:hildlnl orn111la:1 •rn:<III p1mnrll0 orfumilhld by U.An:hilacl far lhB praj,,d .., I Aeeaovm """'°" '"' OAoe 11 Aeeaovm "'""' """""' pmlrltd 1ubjlct to lhec■r. and ekll ordlnartlyuwdeed bJ nwml1111 oltht an:hlllctural profuekln pracilclng 11ullr llmlarcln:umlilmcea atthl 11m1 trl'III and intha 111'1111 latl.llJ. Arclliacl m1DI na wall'lntiti, lllpl'IIIS Ill' implilld, i-1 cannlelian will! ill sal'licll.

REFER TO ARCHITECTIJRAUSTRUCnJRAL

PLANS FOR EXTENT OF FLOOR SLOPE,

4' X4' UNLESS OTHERWISE NOTED.

SLOPE 1/8":1'

UNLESS

OTHERWISE

NOTED

CEMENT BED

LOOSE GRAVEL

AT WEEP HOLES

CLAMP WAlERPROOF

MEMBRANE INSIDE OF

DRAIN BODY

FINISH FLOOR

L>, V V , ~ -' :,. ' ' t,.

V V

~ II

ADJUSTABLE

STRAINER

II/ . II

II

THREADED, CAUL.KEO OR

NO-HUB CONNECTION

TYPE "C" FLOOR DRAIN

BASED ON VA STANDARD DETAIL SD221300-03

NOTE: REFER TO PLANS FOR PIPE SIZES AND SPECIFICATION

DIV. 22 FOR INFORMATION ON THE EJECTOR PUMP AND BASIN.

NOTE: REFER TO SPECIFICATION SECTION

221300 FOR PIPE MAlERIAI... REQUIREMENTS.

AL TERNA TOR CONTROL

PANEL AND ALARM

ELECTRIC CONTROL

POWER (1 PH) AND

DISCONNECT BY DIV. 26

DISCHARGE PIPE

~\\I/~

WATERPROOF

MEMBRANE

h,. ' ' h... '

V ' "f

V

STRUCTURAL SLAB

CONNECT TO THE

GRAVITY SANITARY

DRAIN FROM THE

TOP j ',..J. ____ .o,. ~-l GRAVITY SANITARY DRAIN

1--t--t--- VENT PIPE

~ BAU. VAf..VE

CHECK VALVE

SECURED GAS

TIGHT COVER

4"HUBINLET __./

BASIN

EJECTOR PUMP

------- UNION

i'i

1·-----I----I-·l-·I ·---· · -·---· ----rr--· •----- •---••-c•-•t: --c - =

FOUR FLOAT

CONlROL SlMTCHES al le

RAILJREMOVAL SYSTEM

MAY BE REQUIRED, REFER

TO SPECIFICATION

SECTION 22 13 33.

® SEWAGE EJECTOR & BASIN - DUPLEX

DAlE: 111 ...... I 11 ._ .... DJ\TE I

PLUMBING 01/03/2013:

REHABILITATION CENTER PLOT SCALE I OA,SI DETAILS PROJECT #656-332 NO SCALE

St. Cloud VA Health Care System PROJECT NO.

S1430 ""I

I

APPRQ\IED: CHIEF OF STAFF DATE BUILDING No CHECKED BY ORAWN

116 XXX

OA,SI I APPROVED: MEDICAL CENTER DIRECTOR DATEI LOCATION ORA.WING NO.

VA MEDICAL CENTER P303 ST. CLOUD MN 56303

St. Cloud VA Health Care System Brainard I Montavideo I Alaxandria

Horty II Elving··

505 East Grant Street, Minneapolis, MN 55404-1490

T 612.332-4422 F 612.344.1282 hortyelving.com No REVISION DATE

INSULATION {VAPOR

BARRIER TYPE IS

REQUIRED FOR LOW

TEMPERATURE PIPE)

PROVIDE HIGH

COMPRESSIVE STRENGTH

INSULATION (9 PSF MIN.

DENSITY) UNDER

INSULATION SHIELD

INSULATION SHIELD

AT HANGER

LD

ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER

TYPE 1 - SEE SPECIFICATIONS TYPE 43- SEE SPECIFICATIONS

NOTES:

SEE SPECIFICATION FOR DETAILED

HANGER REQUIREMENTS

SIDE VIEW TRAPEZE HANGER FOR UP TO

1000 LB. [453KG] UNIFORM LOAD

MAXIMUM PIPE/TUBING SUPPORT SPACING

NOM.SIZEOF IN. THRU3/4 1 1114 ~.~ 2 "" 3 4 5

PIPE OR TUBE [mm] THRU [20] 051 "" [50[ [66[ "" 1001 [125]

SPACING FT. 7 7 7 9 10 11 12 14 18

FOR PIPE [mm] [2100] [2100] [2100] '700 ""' 3400 3700 ""' ''" SPACING FT. 5 6 7 8 8 9 10 12 " FOR TUBE [mm] [1500] !&Kl[ [210D] [240~ [24D0] 270' [3000] [3700] [4000]

NOTE: FOR TRAPEZE HANGER, TAKE SPACING OF SMALLEST SIZE ON TRAPEZE.

PLUMBING PIPE HANGERS

BASED ON VA STANDARD DETAIL S0230511-21

EXTERIOR SIDE OF CONCRETE WALL

1/4" [6rrrn] STEEL PLATE

WATER STOP AND

ANCHOR COLLAR

STAINLESS STEEL BOLTS,

NUTS & WASHERS

PIPE CENTERED IN SLEEVE

RESILIENT WA TERPRODF

CAULKING

2" [50rrrn]

[4100]

[200]

" [4900]

1/2" [15mm] DIA.

HANGER RODS WITH

36" [901mm] MAX.

SPACING ON EACH

CHANNEL

INTERIOR SIDE

OF WALL

1/4" X 1/4" [6x6rrrn] IRON

PIPE STRAP

STANDARD WEIGHT GAL

STEEL PIPE SLEEVE

1/4" X 1/4" [6x6rrrn] IRON

PIPE CLAMP

FLANGED

'--- CONNECTION

, V' , . , 4" [100mm]

\L----1----J<.

WELD-----~

5/8" [16mm] ROD ------~

, V'

'1,------>~- ONE-HALF WALL THICKNESS

PIPE PENETRATION THROUGH WALLS BELOW GRADE

BASED ON VA STANDARD DETAIL 5D220511-01

Planning Architecture Engineering Interior Design RECORD SET Construction Management Design Build

Horty' Elving & Associates, Inc.

PIPE SLEEVE

WHERE SPECIFIED

RISER

CLAMP

BOLT

FIRE-STOPPING

MATERIAL

RISER

CLAMP--.1

PIPE SLEEVE

WHERE

SPECIFIED

NOTE:

EXTEND SLEEVE

ABOVE FLOOR

WHERE SPECIFIED.

PLAN

RISER

' I I ,· 11 11 4·

I( '11 11 I 1' '11 11

' I 1' '11 11 . I ' '

ELEVATION

INSULATION

WHERE

SPECIFIED BOLT (T'(PICAL)

FLOOR SLAB

'1 I · •· •• I 1. •

INSERTS FOR NEW CONSTRUCTION. THIS

TYPE SHALL BE USED ONLY IN SLABS OR

BEAMS OF 4" [100mm] MIN DEPTH

CONCRETE FLOOR SLAB, REFER

TO STRUCTURAL FOR ACTUAL

3/B' [10mm] MIN DIA INSERTS

FOR NEW CONSTRUCTION

SLAB DESIGN.

CLIP

ANGLE

' 'l"1! ~ • ~ I

3f8" [10mm] MIN DIA

INSERTS NEW

CONSTRUCTION ONLY.

NLTTS & WASHERS

3/8"[10mm] MIN DIA

HANGER RODS

FOR PIPES UNDER 2" [50mm] IN SIZE, USE 1-1'2" x 1-1'2" x 1/4" [40x40x6.4mm] ANGLE. ALL PIPES 2" [50mm] AND LARGER IN SIZE, USE 3" x 3" x 114" ------~ [75x75x6.4mm] ANGLE.

TURNBUCKLE

3/8" [10mm] MIN DIA

HANGER RODS

SUPPORT FOR PIPE RISERS SECURING HANGER RODS IN CONCRETE

BASED ON VA STANDARD DETAIL SD230511-25 BASED ON VA STANDARD DETAIL SD230541-05

® OMMITED

I hereby certify that this pion, specification or f'(!port wos prepored t,y me or under my direct supervision APPROVED: SERVICE LINE DIRECTOR DATE:11 APPROVED: INFECTION CONTROL NURSE ond that I om o duly Licanssd Professional Engineer under the laws of the Stale of ldinnesoto. o--/zz~ I ""''°""" OSMS "'°'"""'°" °''' 11 """ovm "'""""" Jomes C. Elving License No. 12652

09/30/16 """

APPROVED: PROJECTS SECTION MANAGER °'"'

I ""'"oVEo, c"'" o, eouCE I

" CJ COPYRIGIIT Thlll lhwl1111 Ill 1h11 ,;opydghled wor~ pllldui.t of Ard!IIIGI and IVM8U, modllt:alhin orrvpnntn:thin oflhllledoo;umfflll wtlhDUI llpnll wrilkln ccruntof An:hi\lGI ii Pfflllibbd. ii. l!rdillclun!II Df Nli!tecl ... w pnnrad orfumilhld by lll!IArr:hilld. forth ii prajlcl .. I ""''°""" O,,SC,QR ™" °''" 11 """ovm "'""" "'"""' pm1d1d BUbjKI lo 1h11 en and akll ordhwtly nwdsed by nwrhr8 ofthl ard'll1'lctlnl prollulon practicing und.-llmlu cln:lftnln,:ea althl 1111'1111 tmll and In 1111 111111 klc11:J. Archlkld ffllkls Ila Wlll'llillU, lllprclll DI' lmpllld, m camtclbn with Ill SIIVICH.

DATE:

OA,SI

""I

OA,SI

IIIL'-

PLUMBING

DETAILS

APPROVED: CHIEF OF STAFF

FAUCET,SEE

SPECIFICATIONS,

LAMINAR FLOW

CONTROL DEVICE

woo w" w~

~I LOOSE KEY ~~ STOP w~ ESCLTTCHEON ~r

~,l -r ~-

FINISHED ~ Ii

FLOOR ~~

10-112" {269mm)

6"(200mm)

OFFSET

WASTE

TSAP

PARALLEL

TO WALL

TYPICAL LAVATORY ROUGH-IN

BASED ON VA STANDARD DETAIL SD224000-0B

I IILL DATE

01/03/2013

REHABILITATION CENTER PLOT SCALE

PROJECT #656-332 NO SCALE

St. Cloud VA Health Care System PROJECT NO.

S1430 DATE: BUILDING No CHECKED BY i:;::J 116

I APPROVED: MEDICAL CENTER DIRECTOR DATE:I LOCATION DRAWING NO.

VA MEDICAL CENTER P304 ST. CLOUD MN 56303

I St. Cloud VA Health Care System Brainerd I Montevideo I Alexandria