HomeMy WebLinkAbout016-220-077DRILL 3/4 - HOLE IN BOTTOM FLANGE OF 20 "
REAM FOR 5/8 - BOLT TO ATTACH BRACE END AT COLUMN-TYP.
Figure 910 Swivel Fitting.
�AP,THQUMI 22a COMPONLNT5
S
YMBOL FIG. FAST CRAMPS
UNDERWRITERS LABORATORIES
LISTED. MUST RE USED WITH
TOLCO U.L. LISTED ATTACHMENTS,
OR FIG. 911 SWIVEL FITTINGS
OR FIG. 975 STRAIGHT FITTING
I TYPICAL APPLICATIONS
I
FIGURE 1000
TOLCO FAST CLAMP
SWAY GRACE ATTACHMENT
PIPE CLAMP (FIG. 4A) 4 -way Bracing, Shown
USED IN being used with new TOLCO
LONGITUDINAL BRACE Figura 910 Swivel Fitting.
(OPTIONAL METHOD) FIGURE 1000
TOLCO FAST CLAMP
SWAY BRACE ATTACHMENT
Shown being used with new
TOLCO Figure 910
Swivel Fitting
LEAF SPRING —► FIGURE 1000
LEAF SPRING TOLCO FAST CLAMP
CONFIGURATION AND SWAY BRACE ATTACHMENT
j ORIENTATION BEFORE Longitudinal Gracing. Shown
J NUTS ARE TIGHTENED being used with new TOLCO
(704) 737-5599 FAX (714) 737-0330 (415) 791-2632
f
1 ,
1
Z - PURUN
3/8" HEX NUT
— 3/8" A.T. ROD
X 08 ' TYP.
LISTED PIPE RING
Z - PUpLIN HA_N_GF_12 i2l�1"AL
N. T. S. SYM. = /
PROPERTY
I I
�
I
A I
I
WIRING BY OTHERS.
ENTRANCE
I I
�
I
I
)ER
K NUT
A.T. ROD
8 TYP.
ED PIPE RING
Z - PUPL-IN HANGF-I, PF_ -TAIL
N. T. S. SYM. = /
Ll N E ( P. L. j
PFDJ�Cf BATA
RETAINING STRA
AM
TOP BEAM CLAMP
3/8-02" A.T.R.
ADJUSTABLE PIPE RING
WIDE BEAM FLANGE
E.Q.B. SUBSTITUTION
USED AT EACH WIDE FLANGE.
S1V_r—_L 13Al2 CLAMP I2F-1`AIL- U — 130L1' HANG�I? / [3fPACP
N. T. S. SYM. = X -- ---- N. T. S. SYM = //
CODE 1994 U.B.C. & COUNTY OF BUTTE
OCCUPANCY GROUP S-1 (MODERATE HAZARD STORAGE
CONSTRUCTION TYPE 5—N, W/ AUTO SPRINKLER
SEISMIC ZONE ZONE 3
FLOOR AREA 50)040 S.F. OF ORDINARY HAZARD
(CONSIDER 60' CLEAR 2 SIDES.)
LOT AREA 4.55 ACRES
'> + / — 80' C-900 MAIN
! I J
' Ile
' U
w
�I =
I U
I
�
I
A I
�
WIRING BY OTHERS.
ENTRANCE
I
�
I
I
60 C. A.C.
I
706
POWER 120
V.
I
5292
I
1459
733
2"
6433
O
�
4923
I
U
i
I
I
13685
;
�
I
;
z
z
Q
13625
0
ry
w
1
'
U
Q
1
A -
W
1
SYSTEM
NUMBER 1!EW m2
4
Q
DO;
LJ
WIRING DIAGRAM FOR FLOW ALARM SWITCH
ICE
P
A P--rl
A I
90' BEND
WIRING BY OTHERS.
ENTRANCE
METER 10" U.A. ELECTRIC
BELL 120 V. OR 24 V.
THRU`.T (T) AT FITTINGS, IN POUNDS AT 100 P.S.I. WATER PRESSURE
--
TEE OR PIPE
DEAD END
90' BEND
45' REND
(W/TRANSFORMER)
11 1 /7
DE D
4"
1810
60 C. A.C.
1355
706
POWER 120
V.
(�
F O R REF. 0 I `i �Y
5292
60 C.
1459
733
2"
6433
# 14 AWG
4923
2510
1261
10"
9677
13685
7406
HYDRAULIC DESIGN INFORMATION -SEE FP2
DATE
REVISION
13625
WATER FLOW
®THIS SYSTEM IS
HYDRAULICALLY DESIGNED
THIS SYSTEM IS NOT
HYDRAULICALLY DESIGNED
2623
IQ -
-
A -
SYSTEM
NUMBER M 01
(E) REMOTE
1 AREA NO. 6RWNJUARE
SYSTEM
NUMBER 1!EW m2
NEW REMOTE
AREA NO. KORETBUT
Q
REMOTE AREA = 2000 SQ. FT.
REMOTE AREA = 2000 SQ. FT.
O
PRESSURE SWITCH
SWITCH—OR
-
3 -
FINISH
K -FACTOR
DENSITY = 0.30J GPM/SQ. FT.
4635 46.4
GPM PSI RISER SASE
DENSITY = 0214 GPM/SQ. FT.
5092 GPM 51Id PSI RISER SASE
FUSIBLE LOCKED ON RETARD
„
MAIN MARKED FIRE CHAMBER (IF
SWITCH ,,=,, [CH BOX APPLICABLE)
.>
���`.ARM
TESTS TO BE WITNESSED BY
2400 Cattle Drive Road
Corning, CA 96021
r
'
TO HOUSE CIRCUITS
TO
0 GPM 500 GPM -HOSE
cIN{I� 7 rour I 7
GPM 50� GPM -HOSE
n�� r�31� GPM -HOSE
E? PENDENT SPRINKLER
WORK TO
37619 OF THE N F P A.
CONFIRM TO PARAGRAPH
PAMPHLET #72.
SUPPLY
Zm
38L8
FIRE PUMP
❑ SEE PUMP DATA
Central
T
6TATIC (Pal) FIENDUAL !P'S17 CaPhl FLOWIPKa
BF,
5.1
11/32
286
None
405
280'-0"
BEAM CLAMP
W/ RETAINER STRAP
U -BOLT
MAIN
3-2"C.L S. R. ,
2 Piece Escutcheon
WHITE
165 Deg. SSP
BRASS
4Ci Dl �scu_"CHF�ON
N. T. S.
TABLE I
THRU`.T (T) AT FITTINGS, IN POUNDS AT 100 P.S.I. WATER PRESSURE
PIPE
SIZE
TEE OR PIPE
DEAD END
90' BEND
45' REND
221 /2'
IED
11 1 /7
DE D
4"
1810
2559
1355
706
355
6"
3739
5292
2862
1459
733
2"
6433
9097
4923
2510
1261
10"
9677
13685
7406
3772
1897
12"
13625
12353
10474
5340
2623
I , I
III I I
,Irl II I I i l I I
' it Ill � •.III ._L�j,`x�III I� ••
I� III }�1 II
FFII
11
Ell
I,I,I
TH12U51- [3LOCK SIZING
1
I
P. L.
I
� 1
( E ) 10" WATER MAIN `
it V
R----------- `.......�- 1 I V V V Y� I L I\ I YI rll I v -- .. 1 ` f II- E D Iri
��-�'
+ / —84' C-900 PIPE C-900 PIPE I BUTTE CO. E DEPT.
J ' CALIF. DEPT. of FORESTRY
�P`Z FIRE HYDRANT (F.H.)
LL. BY OTHERS! I tar-,-
K`� '';_s �ed c S SL!�?ITi9fied
+?;, conditions0Q_dL(5� � ((�fSRC^�--�tp �;00-0955 `ZEw5 o v
CO w
--4DII �-d Cl- Bic I>
z
— EURE CDUN
BUILDING DEP ARTMEt
I I I DV ED
F 0 P IN5-r& ATIONJ4-28-200 5�AMP5 A
FROM BRANCHI
1" GLOBE VALVE
AT 7'-0" +/-
FLOOR, (INSIDE
FLOOR LINE
EXTERIOR WALL.
GALV. 45 ELBOW WITH
SMOOTH BORE CORRISION
RESISTANT OUTLET GIVING
FLOW EQUIVILENT TO ONE
SPRINKLER.
III IN5P�CTok' 5 S5r n�TAll.
N.f.5 I f Al2
LF,G[:�,_NP
TOL =
Top of ledger
AFF =
Above finish floor
DD =
Drop down
TD =
Test drop (1" drop w/ RC)
RN =
Riser nipple
RU =
Rise up (on line)
TYP =
Typical
PL =
# of places
UNO =
Unless noted otherwise
CTF
= Cut to fit
COJ
= Cut on job
BF
= Back flow device
(E)
= Existing
TOS
= Top of structure
C. L.
= Center line location
BL
= Branch line
*—X BOD
= Dimension from bottom of deck
*—X BOB
= Dimension from bottom of beam
A. S. R. = Automatic Sprinkler Riser
1.) FOREMAN: SITE PLAN is shown for reference only. Fire Service Connections, Underground
Mains, Fire Hydrants, existing (E) piping & equipment, etc. beyond Contract Limits are assumed
to be complete, functional, and in accordance with NEPA #13, 14, 24, 72, 231, 231C, NFC and local
requirements. Do not connect, nor allow connection of, this work by others, prior to recieving a copy
of the properly "signed—off" Flush & Test Certificate. Contract to start at base of riser,
2.) All Devices & equipment for Fire Protection Service, being installed under this Contract, are to
be new, listed by U.L. &/or approved by Factory Mutual, and acceptable to the Butte County Fire Prev.
Department. Installation and workmanship will comply with device & euipment listings, and conform
to generally accepted industry standards for Fire Protection Systems.
3.) All Electrical Alarm wiring is being provided by others, and is not part of this contract.
All work relating to the Fire Protection System is assumed to be complete, functional, and in
accordance with NEPA #13, #20, #70, NEC & all state and local requirements.
4.) Building design & construction are outside of the scope and responsibility of this contract.
It is therefore assumed that the structure is designed to support any general &/or specific
roof loading necessitated by the installation of the system shown on these plans.
Further, any engineering analysis &/or building component reinforcement or testing will be by others.
5.) All piping is shown in preferred approximate location. Flnal locations will be determined by
field conditions. Minor variations are to be expected and will not adversely affect the systems
performance. Any other changes must be revievved for impact on the affected area, prior to
proceeding with the change. Changes may be covered by further documentation ("As—Built" Plans).
6.) 2" & smaller pipe is to be Dyna -40 threadable steel sprinkler pipe with black
screwed C.I. (or D.I.) 125#ss/175# fittings, or welded outlets and grooved couplings. Grooved
1-1/2" & larger pipe is to be Dyna—Flow steel pipe or equal (except where shown otherwise)
with grooved or flanged (125#ss/175#), welded or mechanical fittings/outlets, and grooved couplings.
Typically, rigid Victaulic "Firelock" grooved couplings are to be used on all Main. -piping, except
where flexibility,, is needed. Grooves in light weight pipes are to be rolled, not cut.
7.) Hanger locations are to be in accordance with NEPA #13-96, Sec. 2-6, Sec. 4-5.2, .2, .3 &
Table 4-5.2.2.1. Apply Appendix " A " as necessary but 15 foot on center is maximum.
Due to building:; structure style all hangers will be on maximum 12 ft. 6 inch centerlines.
i_
8.) Seismic sway bracing size and fasteners are to be in accordance with NEPA #13-96. See details.
i
4
3-2
FIELD TOR
VERIF FLEXIBLE COUPLING TYP.
+ 15' A. F. F. 6" 90" ELL W
R2 m
FLEX. HERE 1/4%300# GAUGE d
WATER FLOW vON 3 -WAY VALVE X
+ 6'A.F.F. SWITCH --►- .�
+ 3'A. F. F.
2"ANGLE VA.
MAIN DRAIN TO --aim.OUTIDE cv
+ 2'A. F. F.(SN0 HIGHER ) RED. FLG. x
CD
FIELD VER. STUB EL.± 1'
DIAMOND M TO START F. F. ` BOR ^x
Q0
6 M` -.y J. 90 L w/ RET.
A . • /
6„ D. I. /
BY OTHERS /THRUST BLOCK
P,15�r, / SI"U6 b�TAll,
Issue
SYMBOLS
HEAD
COUNT
PIAMONP M Flr,�
r2l,,OTF CTION
NOTICE: THE OWNER IS TO MAIN-
PREVENT
TAIN ADEQUATE HEAT TO PREVENT FREEZING
THROUGHOUT WET PIPE SPRINKLER SYSTEM AREAS hl
N
--C—UPRIGHT SPRINKLER
®
ALARM VALVE RISER
O
HYD. ,CALC. REFERENCE POINT
MAKE
TYPE
FINISH
K -FACTOR
ORIFICE
DEGREE
CANOPY
QUANTITY
2400 Cattle Drive Road
Corning, CA 96021
AND IN ROOMS OR ENCLOSURES FOR DRY -PIPE DE-
LUGE AND OTHER TYPES OF VALVES CONTROLING
WATER SUPPLIES TO AUTOMATIC SPRINKLER SYS
E? PENDENT SPRINKLER
I
GATE OR OS&Y VALVE
RISER
BRANCHLINE NUMBER
Central
Upright
BF,
5.1
11/32
286
None
405
TEMS. �;�+
'��� -a-UPRIGHT
nDRY-PIPE
t`I
U.L. BUTTERFLY VALVE
O
MOD. A
(916) 824-3456 CA
Uc. C-16 463104
- ON 1" SPRIG
8
FLOW SWITCH RISER
Central
Pend.
BR
S.1
11/32
286
one
HANGER LEGEND
—0—PENDENT ON 1" DROP THRU CEIL.
t
POST INDICATOR VALVE (PIV)
P
MAIN DESIGNATION
MAIN LENGTH k FLOW DIRECTION
Central
Upright
5P,
11.4
0.64
286
None
-
JOB NAME
DRAWN
WADE
• UPRIGHT AND PENDENT
N
CHECK VALVE
®
DELUGE VALVE RISER
FLEXIBLE GROOVE COUPLING
rz.-.0.231
KOt?�l" WMHOU5�
DAT
�3-03-2000
PHONE
A. ALL THREAD ROD
B. U -HOOK
1. TOP BEAM CLAMP
2. NUT AND WASHER
--*-RECESSED SPRINKLER
FIRE DEPT. CONN. (FDC)
ELEV. FROM DATUM POINT
RIGID GROOVED COUPLING
Central
Pend.
5R.
6.1
11/32
165
.401
12
J09 ADDRESS
SCALE
--0—FLUSH "CONCEALED" SPRINKLER
FIRE HYDRANT (F.H.)
THREADED COUPLING
MOD. A
2 - PC.
CONTRACTOR DRIVE
NOTED
D. EYE ROD
4. POWDER DRIVENSTUD
5. UNISTRUT NUT
GONG
UP
HANGER DESIGNATION
BUTTE COUN' Y CHICO
CA.
SHEETFpI
2
E. L -ROD
6. ROD COUPLING
- !- DRY PENDENT SPRINKLER
WATER -MOTOR
O
PIPE
A. P. NUMBER 48 - 01 - 4Z
A.
Of
F. PIPE STRAP
G. U -BOLT
H. SPECIAL -SEE NOTE
7. LAG BOLT
S. SPECIAL - SEE DETAIL
—�! HORIZONTAL SIDEWALL SPRINKLER
s
ELECTRIC ALARM BELL
•
PIPE "DOWN"
q PIPE BELOW DECK/CEILING
Plan
UMBER
�D. 2004SITE
M
I
420
F. P. D
O
CEILING ELEVATION
---
EARTHQUAKE BRACE
PIPE ABOVE FLOOR
TOTAL SPRINKLERS ALL SHEETS
Partial U.G. and tail .
W
--� EXT. COVERAGE SIDEWAL SPRINKLER
0
0
0
Lo
r-
1 2 2 3 4 W, 5 6 7 8 9 10 1 1 1
�0 �,�� 80 OUT To OUT
5, s 25' 25' 25' 25' 25' 25' 1 25' 25'-0" �� 25'-0" 30'-0'/
::*z +18' EVE HEIGHT
it
�'® >> 4 , > ,ry�� �� > » , Wit- >> >> >> , >> , >> , �a , » >>
3 GBE 3 x-�24 GB 3 24 GBE 3 24 GBE 3 x 2 GBE co 3 x 24 GBE 3 x 24 GB 3 x 24 BE 3 x 4 G E 3 x 24 GB 3 x 24 GB 3 x 19 6 G-
13'- E
M1 N 1 f N N t 1 N fV " 1 [V ft 1 f 1 f 1 1 »
(2') (7') (4'X1-6) (12-6) (10') (2-6) (12-6) N o (9) (3-6) (6-10) (5-8) (8) (4-6) (12-6) (7) (5-6) (12-6) (6) (6-6) (12-6) (5) (7-6) (12-6) CV (4) (8-6) (12-6) {3) (9-6) (12 6) (2) (10-6) (12-6) (1) (9) (10) (6")
N "N 01 "N Q7 i ' Cf •N N •« N .N N N N .N N V)
W 36 35 34 N 33 32 �, 31 30 9 8 4 3 w z
� 5 3 °' � � J O
O
� p � wz
N N N • N • N N N " N N 3 ^�l � O
[.L "Y • if •rn w •+ " o, "Y c� of ci, W LL W t. 2 N Q� I
ILL: (wrS SLL-
u:w U
►�v // w' 3 w w N
(A�3 p 3 o w o 0
w F.H.R. � t F.H �.
N "� N "•. N N " N .J "+ N N J " N "♦ N - N O
N / N Z� a, of 04 -2 - J, <_ - 1 < 1 �, N N N N �? Z
LZ
/ I..— ; J I V -1 Q: W
w`� 7't1; / U N �' N U N N N N= 3. �F- x
� �� - ,.W v
w /o x /. _ _ _10'o f
Y ¢ / ; 12 6"TYP. 12 -6 12 fi 10 10 10 N w
L L L L L p I
RID RIDGE RIDGE RIDGE RIDGE RIDGE RIDGE /Z m
J CY 0; HIGH POINT V 4� p p w
Lj- cn o' d- j d- d- t� N N N N N N Q Q N N N N N N N F- 06 N
G\2 CN I- 9 N N x x
LL-��� " e—
W N _ I�f�ING' A' - 21To 04
O w04
"
/� N
:z LL O) Lv
n oN / / °'
o
000 8
I— ° d- GQ
Cy) C4
..
6 ��zr-
I Ln
9 7 31 � x4 — 31 �rJ uJ
q. 3 •-� � z z J J
: 32 31 . 0 GBE >> ,� ,� o a a
x � 24' GB 3" x 24' GB 3' x 24' E 3" x 24' BE 3" x 19' BE 32 3 24' . GBS 3 2 GBE 3 x 19—� � �,,� �,�-� z = = Q Q
N 1-3 0 28
(12-6) (4') (8-6) (10-6) co (3') 9-
(12-6) co 6 (1') (9') (10') (6")
(12-6) (12-6) FUTURE TOILET FUTURE TOILE ( ��j F-4 (12-6) (2') (10-6 (12-6)
U N
d• d- 2 HOUR SEPERATI N WALT_ 1 FOOT BETWEEN BUILDINGS
/3"x13' GBE 3" x 24' GBE 3" x 24' GBE 3" x 24' GBE I — 4-6 rn W 2 HOUR SEPERATION WALL 1 FOOT BETWEEN BUILDINGS j
13ULPIN6 13 2 ,800 SQ1 Ff I N v ^� m 1r"
.,
to
MATCH LINE - LOOK RIGHT MATCH LINE T W C� �..� 11; 11; 1 114" 114" W
MATCH LINE -LOOK RIGHT _ _ M CH LINE
9-10 9-10 9-10 9-10 9-10 9-10 4"
TYPICAL FLARED W.F.
i o ^
CD
2" 112" 114" 114" # 114 114" 112" 2' i 2" 112 114" 114' 1 ! / 1 114" 114` 112 2' �� N N M� � /�
r� I `i Ln
4 9-10 9-10 9-10cu
9-10 9-10 9-10 4" N 4" 9-10 9-10 9-10 9-10 9-10 ► N-10 4" �,
v v # 1
�^ 2' 112 11; 11; I I 1 114" 114'
CD ,� 4-6 o N � " 9-10 9-10 9-10 9-10 9-10 9-10 4" o
I 4-6 I 1
Ou v to
CDU OJCO ..
d•+ M - co TYPICAL FLARED W.F. _#HR
�j/7//'��fJj��'• w
W 2" 112" 114" 114"11 1 11 " 112" 2' 2" 112" 114" 114" 1! 4 4" 112' 2"N
9-10 9-10 9-10 9-10 9-10 m 4" v w 9-10 9-10 9-10 o- 9-10 9-10 -10 4" :� 1
� 2" 112 114` 11; 1 114' 114"
p TYPICAL FLARED W.F. �, �, W " s -to 9-10 18— 9-10 s -to 9-10 9-10 4"
r 1.11 q1tL0 ^ W
2
: rl i
M ►� x FUTURE TOILET TYPICAL FLARED W.F. '�, O ^ v ! o
A�?
#1A " #1A
2` 112" 114" 114 1 114' 114" 112' 2. ^ M 2" 112" 114' 114" 1 114• 114 112' 2" �N" V OI
a �
FUTURE ^ET 9-10 9-10 9-10 9-10 9-10 9-10 4" �% 4" 9-10 9-10 9-10 9-10 9-10 9-10 4" FUTURE TOILET #1A
Y�
U 111 cy) 2' 112 114" 11i 1 114" 114"
CD 0 4T ^ 9-10 9-10 1-10 9-10 9-10 9-10 4" ^
r o
I I o I
CU N C N OJ M ^
W # 1 1 W r,04 # 1 .f.� 1 i' N TYPICAL FLARED W.F. z
2' 112" 114" 114" # I14" 114" 112" 2" W 2" 114" 114" �" 114" 114" 112 2`
as
" 9-10 9-10 9-10 9-10 9-10 T h 4` � 4" 9-10 9-10 9-10 9-10 m 4" h I
t\
n rn 2" 112 114" 114" I #1 114 114• ..,
(,� Mr 9-10 9-10 9-10 IED 9-10 9-10 9-10 4" w
p TYPICAL FLARED W.F. #HR C�2 p It a #HR— t, �. 0 17�-
_. ^
w
w ►� y TYPICAL FLARED W.F. I N � ASECT.
�� �� -VP 1 00 ^ o
. z �D
� I
M 1 v 1 n
112" 114" 114" # # 1 114" 114" 112" 2' e ED E)r j 2" 11 z 114 114" # 1 114" 114" 112* 2" � v 74
4" CQ
9-10 9-10 9-10 9-10 9-10 9-10 4" �, 4" 9-10 9-10 9-10 9-10 9-10 9-10 4" 1
4-6 2' 112 114" 114" # 1 1' 4' 114' 112'
w o ^ ^ 9-10 9-10 9-10 9-10 9-10 9-10
.CI I rn
ap 00
`D ^ � ` — 1
^
TYPICAL FLARED W.F. w
# #
2' 1127 114 114" # 114" 11; 112 2" 2` 112" 114" 114" i / 14" 114" 112 2" v M r j
,It4` ED
9-10 9-10 9-10 9-10 9-10 4` 4' 9-10 9-10 9-10 9-10 9-10 9-10 4" rn # 1 1 � a' �--�
/� � v
1. �L CQ � 2- 112' 114' 114" 114' 114" 2'
p �., x Q � 4' 9-10 9-10 9-10 9-10 9-10 4"
TYPICAL FLARED W.F. " �, .. " " r- = ^ '
TYPICAL FLARED W.F. � �►'� "
4-6 10 co CD
10 4-
10 1 10 , 10 1 10 C 4
i
it
1
Lf
114"
L0
2" 112"
x1q,
Lo
2'
112'
114'
I
9-10
T lc�
9-10
9-10
�•
_
C-1
#
1
21
.CD "
114"
W
•
38
/ 3 '
/
114"
34
a
04"
2' 112*
9-10" ,$-10 4"
C
4" 9-10
/ N
JJff"!` 12 N
'fes)
O
N
v
N
M
SEE,GU.
R-"
2'
/ ; h� (12-6}/{12-6)
114"
" p
L--
(12-6)
/OFFICE
2" 112"
OFFICE_I
WOMEN
MEN
6 ��zr-
I Ln
9 7 31 � x4 — 31 �rJ uJ
q. 3 •-� � z z J J
: 32 31 . 0 GBE >> ,� ,� o a a
x � 24' GB 3" x 24' GB 3' x 24' E 3" x 24' BE 3" x 19' BE 32 3 24' . GBS 3 2 GBE 3 x 19—� � �,,� �,�-� z = = Q Q
N 1-3 0 28
(12-6) (4') (8-6) (10-6) co (3') 9-
(12-6) co 6 (1') (9') (10') (6")
(12-6) (12-6) FUTURE TOILET FUTURE TOILE ( ��j F-4 (12-6) (2') (10-6 (12-6)
U N
d• d- 2 HOUR SEPERATI N WALT_ 1 FOOT BETWEEN BUILDINGS
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IUIL
BUTTE COUNTYDING DEPARTMENT
APPROVED
FOP, IN5-rALLAVON
APF,,L 28,2000
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