HomeMy WebLinkAbout042-900-088#! I
SCALE. 1° = 30' DA
II1 E F
1.
y� t
G
v
I V)
n
CHICO, CALIFORNIA
• .
VICINITY MAP -
i m b._
'
LEGEND
y
---�
ANCHOR
CONIFERTFEE INDICATES DIAMETER
DECIDUOUS TREE INDICATE5 DIAMETER
SITE
d
--� -
_ FENCE LINE
a '
Cl - FO—
FIBER OPTIC CABLE
v) . tt
HIGHWAY 32
-0-
POWER.POLE°-
SIGN
CI
6TORM DRAW CATCH BA91N
ARE NIC f
STORM DRAIN LEACH TRENCH
�� `
TRN
5TREET LIGHT
.
TP
TELEPHONE CABLE (BURIED)
..
'y
1/ALLEY GUTTER
-N
,
CHICO, CALIFORNIA
VICINITY MAP -
i m b._
'
LEGEND
---�
ANCHOR
CONIFERTFEE INDICATES DIAMETER
DECIDUOUS TREE INDICATE5 DIAMETER
ELEVATION CONTOUP? LINE
--� -
_ FENCE LINE
Cl - FO—
FIBER OPTIC CABLE
G
GAS LINE
-0-
POWER.POLE°-
SIGN
CI
6TORM DRAW CATCH BA91N
STORM DRAIN LEACH TRENCH
�� `
TRN
5TREET LIGHT
TP
TELEPHONE CABLE (BURIED)
E::�]
1/ALLEY GUTTER
W'L I�i�''
III
AP I
1 14 7-71
iIJ
2 _ s
J
4"
r -
,,
yy z r ✓^
! t
s
_ - EF f�r�// %off/f//f//��//��jJ��/j//��/RZO
.:.. _ r I , '.. ..I.. .a. q 1 ........�.- ...,�..... - ..^.-^-'-v. / ER,/i1 f%/iii 'll%% %'iii//MWOM _
I
f
s
-106
CF>
►U
N
�
0
0
L
CO
�
U
Cx} 11 LA
S
U
„.
_ _ Y ^. �
.;
- � ...
l �
�.
� .
�
,.�
... ��
r
i!`� a. `�
TENANT
Y VEMENT
2910
Y32
!
CODE
D
BUILD USE: .. - -1) 4 UndevelopeZ
g9
9
I
ALLONABLE AREA INCREASES: 2 Side Separation i1' Min 1®ard - (il' - 20'x 1.25%/FT w 65.15% Increase) a
Max Allowable for 2 Side Separation = 50% Increase
MAXIMUM ALLOVqA LE AREA: 1,1�>,000 5p,, Ft. - Actual ® 14,000 Therefore O.K.
q 4 4lir q __
5,500
19>,000 5.F. f 0f
OCCUPANCY [... s - - -
1,150 ,
f f
NAREHOU5E -2 X 1,7750 S.F. / 5001
4 OCC-UFANT5 < 30 : I EXIT REQUIRED EA., I EXIT
LANDINGS AT EXIT DORS SHALL COMPLY Vi/ PATH OF TRAVEL AND ALL ACCESSIBILITY R 0'5,
HANDICAP PAR.KINO 4 PATH OF TRAVEL APPROVED FOR SHELL
ME
- 5 •
. coch side
Attach v4/ I" Type,
o.c. at joints,_ • - d
5togger joints,- •
65
Hilti ! D5 - fir. t .. .
Activoted Fo5tener5 a 4
S 28'48'12" W
RenewalDate
11.30.07
LARRY ,4
Icn AP 042®UYU®Ub /
ARCHITECTURE
Exiating Nandi4op Acc®ssiclo Prking �J PLANNING
and Path aP �r���► and 79°® ►o 530® 898.822pa®gsa - Previously Appr®viod 0
FAX 343.6358
st'--onl R®®f Panels
#5 TEK Screw E
'j� � Deep Leg Trach
at each stud.
n
Butte
poor
plot" 0�1;
1
Im
N
I'
fit
ff,
W
I
Butte
poor
6" OR b" X 20 6A. 5TEEL CEIL.INO .J®15
AT 16" O.C. W 5/b" &YP. 30. CLO.
A TTAC 1EO W #12 TYPE "5" 5GREN5
Cont. Deep Leg Track
at end Of J015t-5
45 TEK Screw
at each -stud to track
/N 5TEEL. 5TU1�.
Hiltr► 0Fokqder
,Activated w
i
14
M®I STURE RESISTANT GYP. 00.
ON INS/®E OF TOILET ROOM --
_ < 0 0 1
rV 11%-1 f✓ Y11tl16 I IlI-,Wi—f-%11y/17
kql / 11 x Type 5-12 5crews i
_ :.
O.C. ;: =►
3ETNEEN-10/3
NOTE,
STEEL 1
ING MEMBERS SHALL COMPLYWITH STEEL STUD MANUFACTURERS
P ► ! ER -4943P
Steel 5tud-s - 4" X 20 ga.
'6" O.C.
__�►_ s__ it _ -w
N.T.S.
S.
15 Gal. Eos !mater heater
Above Ceiling
,� ' :t.' r ai6 ..:. ,.s -`.- '.t..•' :..4- _4' :C'S ,p.: <t : rYf. qi': a i7 s
r
r
i
t
S "r'
f'
j �rl ht 3
d
i
, r
5F--7
— . - V ,
Al
l I Fixtures ® % a
""U
i�
s 3
�s
Exposed Roof Furl ins
k^4/ R-10 vinyl Faced ln5uloti n
PQ
R�
II ' Fluorescent II
Fixtures %. i l
3
w
q
qi Tr
9
k3 y
y}d �
II ° Flu re5cent II
11 Fb<ture5 iyp. II
u
r
U U
. Fan i
5CALE.
_ Y"
PO
t E
Ll&-I"
p
c y
g� t"
SIGN',
a CEls, LING
� � F
k
SCALE:
1 3 i f 7
IN
IN]
UTO REPAIR
Smm30C-,-`...UPAN'Cd
UNIT 1600
a
r1w
I]
Storefront w/ 3 ' ® r
and 3 ' Sidefite Stor,
and.3W ate
JAIPPROVED
y Butte Comb
i
{ ,x'
RTIAL FOOR zl-
PLAN t
1- our Fire Wall - See Detail SCALE.- 1/ " = 1 V-0 ®►
New Steel Stud balls
Department of Development Services
�Jv�'� Building Division
7 County Center Drive
BUTTE 01JU. Oroville, CA 95965
ILDING DIV IS IO��30) 538-7541 (530) 538-2140 FAX
2
APPRO.'..�
�Vj,t J
Non -Residential Construction Requirements
IMPORTANT
This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make
any changes of alterations on same without written permission from the Building Division, County of
Butte.
All materials and workmanship shall be in accordance with recognized good practicess and of a quality
prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California
Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California
Electrical Code (1996 N.E.C.)
® Exit doors shall swing in the direction of the path of exit travel where the area served has an occupant load of 50 or more
(Uniform Building Code section 1Q03.3.1.5).
® Uniform Mechanical Code section 307.3: Mechanical equipment in attics shall be provide with the following:
An access opening large enough to remove the largest piece of equipment, but not less than 30 inches by 22 inches.
An unobstructed passageway which:
Is large enough to remove the largest piece of equipment but not less than 30 inches high and 30 inches wide.
In no more than 20 feet in length when measured along the center line of the passageway from the access opening to
the equipment, and
Has continuous solid flooring not less that 24 inches wide throughout its length; and
A level service space at least 30 inches deep and 30 inches wide located at the front or service side of the equipment.
Provide lights, switches, and receptacles for maintenance of mechanical equipment (Sec.306, U.M.C.)
Floors and walls in Water Closet Compartment and Showers (UBC section 807).
Provide safety glazing in all hazardous locations (U.B.C. section 2406).
® Full access to the disabled must be provided for the specific area of remodel, repair or addition. Additionally, 20% of the
cost of the project must be invested in access features for the existing area of the building.
® UBC 1133B.8.5 Detectable warnings at hazardous vehicular areas. If a walk crosses or adjoins a vehicular way, and the
walking surfaces are not separated by curbs, railings or other elements between the pedestrian areas and vehicular areas,
the boundary between the areas shall be defined by a continuous detectable warning which is 36 inches wide.
® UBC 1117B.1 Water Fountains (Drinking). In new construction, where only one drinking fountain area is provided on a
floor, there shall be a drinking fountain that is accessible to individuals who use wheelchairs in accordance with Plumbing
Code Section 1507.0 and one accessible *.- those who have difficulty bending or stooping. This can be accommodated by
the use of "hi -low" fountains, or by such other means as would achieve the required accessibility for each group on each
floor. The water fountains shall be located completely within alcoves or otherwise positioned so as not to encroach into
pedestrian ways. The alcove in which the water fountain is located shall not be less than 32 inches in width and 18 inches
in depth
® e visually impaired. The upper approach and the lower tread of each stair shall
Stairways —UBC 1133B.4.4 Striping for th
be marked by a strip of clearly contrasting color at least 2 inches wide placed parallel to and not more than 1 inch from the
nose of the step or landing to alert the visually impaired. The strip shall be of material that is at least as slip resistant as the
other treads of the stair.
® Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the
National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code.
Page l of 2
Owners Name:
Building Permit Number:
Plans Examiner:
COLOR CODE USED ON PLANS
Blue = Engineering Pink = Firewall
Green = Braced wall panels Yellow = Important
COMPLY WITH ITEMS INDICATED BELOW
❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, HVAC
equipment and services shall be a minimum of one foot above the elevation shown on the attached
Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required
Note: We will normally accept the following as compliance with the flood elevation
requirements:
1. Building is anchored to concrete stemwall system with conventional anchor bolts.
2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation.
(Plate height less than 24" above grade, or engineered design required).
3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located
above the plate.
4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of
not less than 1 square inch for every square foot of enclosed area.
5. The bottom of the openings shall be no higher than 1 foot above grade.
6. The openings -may be screened or covered with other devices that will permit automatic entry and
exit of floodwater.
❑ Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements.
Fire sprinklers are required in this structure.
❑ The following parcel map requirements shall be met:
® All structures and equipment including overhangs shall be clear of all easements..
All setback's shall be as shown on the approved site and 20 feet (25 feet if Federal Aid Route)
from the edge of the right of way shall be clear of structures and equipment except for a 2 foot
overhang.
® Expansive soil may be encountered on this site. This condition may require the foundation to be
designed by a California registered engineer or licensed architect.
Page 2 of 2
Owners Name: -
Building Permit Number:
Plans Examiner:,
$�
i
„ 1
4
„
i YFS
B I USE: (5-5) a = • - ,Undeveloped
ALL®NABLE AREA: 12,000 Sq. Ft. ® 5asic Allowable i
ALLOViABLE AREA INC REA5E5: 2 Side 5eporotian il' Min Yard a (il' - 20'x 1.25 /FT = 65.75516Increa6e) °
Max Allowable for 2 Side Separation = 5C7�� Increase
MAXIMUM ALL ONABL.E AREA: 0,000 Sq. Ft. - Actual ® 14,000 Theref®re O.K. °
°
MIXED 000UPANGY RATIO:
(.0e-1`7) Og44) (.O�i)
1350 S.F. F
(�A)5aa s.. (�ID� 1,150l,��S.F. (�®) r
16,000 S.F. � � < I - O.K.
15,000 S.F. Ib,000 S.F.
OCCUPANCY LOAD NAREH®U5E: VAAREHOU5E - 1,i50 S.F. / 500 = 4 OC4UPANT5 < 30: 1 EXIT REQUIRE®, I EXIT PRPV®E
LANDINO-5 AT EXIT DOORS SHALL COMPLY W PATH OF TRAVEL AND ALL ACCES51BILITY
HANDICAP PARKINO 4 PATH OF TRAVEL APPROVED FOR SHELL
9
ITypeie each "
OF 6 Steel 5tudso ; 16, O.C.
Attach
wr -
w
.c. field
Stagger joints, UL D_ U465
Hilti R Pok4dcr
45" o
#5 TEIC Screw
at each Stud.
Existing Handicap Accessldole Parking
Spaces and Poth o0: irovel and
Signage - Previously Approved
R570 M- NFN4rrWM=r01rA=- 0
Paco LeQ Trock
obove Roof 5heate
Deep Lep Tra_
to -bottom
Deep Lee Track 5crav4 it
o'. __•moi 'cj
,':_
3UTTE -' Iii DEPT
kpproltf-,d sUbiM1fted,
Pprc)v,gd w!Tr'1ffnnk—1 PW
22,
S 28°48'12" W
The 2001 CBC, CIBC, CpC, 2004
CEC, and 2005 California Energy
Standards as amended by the
jurisdiction aPp1y to this project
SITE
PLAN
SCALE: I" ® 20'-0"
ARCHITECTURE
PLANNING
h
�5 - M. t
E
PNOU57 COVER OVER
w =► s 5 555
i O.. — 00.
Cont. C>eelo Log Trock
at end ► oSSS S
at each
r ,L
i e�TEK ,
at each -stud
�-- R-1 q BATTO
Deep Leg Track, BETINEEN 5TEEL JO/3
• 6A. STEEL 5TV05
AT
O P �/lr Y SSSS. EA. A _ E
OE,
STEEL FRAMING MEMBERS SHALL COMPLY
WITH STUD
MANUFACTURERS
[ i e `.`Ra ire . ASSOCIATION
' 1 OCIAO2
PER
r '^� ER -4943P
6 L
t � 4J;'
5tee1 5tuds - 4" x 20 ga.
i61O.C.
. ...............
? sn Mx V
I
a
EXTERIOR METAL WALL SliiWO
W/ R®10 VIN''L FACE® INWLATION
ZMIRROR BOTTOM AT +40++
-- Heotj
Above
ENLARGED
PLAN -----
k,
r
' Fluorescent
,.. NEL
' Fluorescent
2 Tube �\
121 x 12' Roll -up Dooj
WAREHOUS,il-
'UPAi�
S=1 ;
t �
t
C�11
t�
2
b�a
ARCHITECTURE
+ PLANNING330.898.8220FAX 343.631
® �4
i
a.,
L FLOOR PLAN .r
. . . . .
,U, R TIA
I I
Fixtures ® Ty. I I
II
II
i
�%®
v _,Jj
y
a�
s;
Exposed ROOP Furl ins
}
w/ R-10 vinyl
Faced Insulation
NxY
Fr
I I
Fluorescent ( I
II
Fixtures ®Typ. II
��
z�
11
�
Iadv
�y
Fr
w�.
Fluorescent
I I
Fixtures - Typ, i l
k
1
{
II
II �
U
U i
,fix.
' Fluorescent
2 Tube �\
121 x 12' Roll -up Dooj
WAREHOUS,il-
'UPAi�
S=1 ;
t �
t
C�11
t�
2
b�a
ARCHITECTURE
+ PLANNING330.898.8220FAX 343.631
® �4
i
a.,
L FLOOR PLAN .r
. . . . .
,U, R TIA
4
w Typeyp.E3d. each side
of 6" Steel 5tUC15 aE.-
AttachType,
o.c. at joints, 12" o.c. Field
s-7tagger joints, UL Des U465
- FoNdar
Activoted Fo5teners`i
#95 TEK 5GreW
at each stud,
9- 647 Mir -am • /140*40 !" �•' :�
Deep Leg Trock ecrck4 to
S 28°48'12" W
1 -HOUR FIRE WALL I DI' APPROVED
i
Butte County
Environmental Health
SITE PLAN
SCALE: 1" 20'-0"
gal
1m
9J
tenewall Date
�l. 0V
RR
EDWIN
ARCH
,,MM 3 ;�
y',
'/
FAX F
ccs
125A miff,
R-13 3ATT3
/N 37EEL 37Z.>5
Hilti ON/3703 - FoNder
Activoted Footenet5 a 4i5" o.c.
ITO
OcroN Joists ond End Trock, to 5tud 7-rol'��
Type 5-12 -5croksIs A
R-/cl 3ATTO
OETNEEN 5TEEL JO/3
4 X 20 C -7A. 5TEEL 5TUP5
AT 165" O.C. W 51b" &YP. 13P. EA. 510E
NOTE:
STEEL FRAWNG MEMBERS SHALL COMPLY
WITH STEEL STUD MANUFACTURERS ASSOCIATION
PER ICBO ER -4943P
5tce/ studs ® 4" X 20 go.
/611 O.C.
4'HI&H FRP M/
ALL AROUND
HER
EXTERIOR METAL NALL SIVIN& I
W R -/O VINtL FACEP INWLATION 412DOOR
N.T.S.
15 Gal. 6os (Nota Hoot
Cer
Above, Ceiling
I A
ENLARGED FLOOR PLAN
HIC ACCESSIBLE TOILET
OREENHEC.,< SF -7 CEILINO EXHAUST FAN
600 CFM/ 115 VOLT5, MCA = 2 AMPS
Fixtures Typ.
11 II
LL___
Exloo5ed RooP Furl n5
N1 ®I vinyl Faced ln5ulatior
Fixtures Typ.
U U,
��z
Fr
4 ! I Fixture5 Tylo.
II
U
5CAL.E. 112" = V-0" POWER L -In
X72 P
2' Fluorescent
2 Tube T -eie
PL A
A
SCALE: 114" = V-0"
EQ,
121 x 12' Roll -up Door
ge
T1, C
UUQ`,L..00, , iN
t"
APPROVED
Butte Counbj
Environmental Hi
1-7- 0i
Fir
11
M
TURE
+ PLANNING
8 9 8.8 Y!W
is FAX 34 3.6358
0
Elf
PARTIAL FLOOR PLAN
I our Fire Wall -See Detail SCALE: 1/4'®®1 V-0 FF
New Steel Stud Walls
Auto Repair (5-3) + V4orchousc (5-1) 4 Undeveloped
T1°PE OF OCCUPANCY TH15 T.I. :
ALL®NA5LE AREA: 12,000 5q,. Ft. - Basic Allowable
ALLONABLE AREA INCREA5E5: 2 Side Separation -71'Min Yard ® (-7l'- 20'x 1.25%/FT = 63.15% Increase)
Max Allowable for 2 Side Separation ® 50% Increase
MAXIMUM ALLONAE3LE AREA: I?.>,000 5cL. Ft. ® Actual = 14,000 Therefore O.K.
MIXED OCCUPANCY RATIO:
(.®q-7)
l (.1q44) .®qi) �
1,=750 5.F. (5-1) + 5,500 S.F. (5-5) 1350 5.F. (�® ) � 4 < I O.K.
��,®®O 5.r -.I5,000 5.F. I&,®®® S.F. I
OCCUPANCY LOAD NA EH®U5E: WAREN®U5E ® I,750 5.F. / 500 ® 4 ®Ct,,UPANT5 < 30 : I EXIT REQUIRED, I EXIT PR VID
LANDINOS AT EXIT DOORS 5HALL COMPLY N1 PATH OF TRAVEL AND ALL ACCE551BILITY
1-1
HANDICAP PAR<IN5 4 PATH OF TRAVEL APPROVED FOR SHELL
FmOma-mr-01
_
I RSteel 5tuds! I O.C.
Attach v41 I" Type, "5" Scrcv4s
ot joints,3► •
5tog9cr joints,I, 465
Hilti DNI51P5 - Pov4der
Activoted
I
4 I �
Deep `!Tronck. cto
Frame
.a..e .. !'R l
S 28°48'12" W
Ute G1JLir1$y
Environmental Health
SITE PLA N
SCALE: I" ® 20'-0"
VT/
V /
O
0
m
Renewal Date ']&W
p 0
-
LARRY
z
,. ED �., a
ARCHITECTURE
PLANNING
530. 898.8220
mi FAX 4: 1 8
Ply OU5 i COVER OVER
6" OR 6" X 20 GA. 5TEEL. cElLING .J®15
A i 16 " G.G. JV 5/b " GYP. 130. CLO.
A77ACHEO Al '#12 TYPE "5" 5CREA5
Cont. ®cep Leg Track
at end ®f Joists
e TEK 5c re w
at each Stud to track
Hilt! ON/3703 - Fopqdcr
Activoted Fo5temer5 Gt i, w
4" 57EEL 5TU®5 ® 16" O.C.
'i
4' HIGH FRP,
ALL AROUND
FRI
..ew Joists End Trock,
t .f
R-/14 BATT5
BTEEL JO /5E _._. _
FRAMINGSTEEL MEMBERS ' S y!
F-ZIA
5teel 5tucls ® 4" X 20 ga.
/6/O.C.
EXTERIOR METAL WALL 510IN6 ' /
W/ R®1® VINYL PAGE® INSWLATI®N
N.T.S.
15 6a1. bas Water Tooter
Above Ceiling
ENLA
ARGED
. PLAN
k
a�
�'Iu�re�aGent
100 A
NES
s�
x
II Fixtures Typ. II
II II
A
�2
-10 Vinyl Faced lnsulati®n
qtr �
r
6 Fr
j I Fixtures Typ. I I
�s.
41 1
41
1I II
reG1.
C:
?a
�s
F
' ' flu®resent II �
�z
11 Fixtures Typ. II
U U
s
Ex. Fan
#r
R• a
2' Fluore5cont
2 Tube
HIC ACCESSIBLE TOILET 5CALEa 112" m /'-0" IY W {xt It,a._ -;D' r -; , i.Y g+ 9?t �W
e
HEL3G ®i G ILIN XH U i FANSIG F 600 CFM/ 1I \l Li , MCA m 2 AMPS
CALF® 1/4ll 9®®9i
,
R E
J —_USESewl OCCUPANi- C
t
91
4 Wall - See Detail
New Steel Stud Walls
SCALE.- 1/°v ® 1 ®e ►P
L H
Department ®f Development Services
.. Building Division
o..0 7 County Center Drive
1'd'�� oroville, CA 95965
0.. BUTTE �F.=� U""' 4x'(530) 538-7541 (530) 538-2140 FAX
BUIWI�
P O =D
Non -Residential Construction Requirements
Rv1P ORTANT
This set of plans and specifications MUST be Dept on the job site at all times and it is unlawful to make
any changes of alterations on same without written permission from the Building Division, County of
Butte.
All materials and workmanship shall be in accordance with recognized good practices and of a quality
prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California
Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California
Electrical Code (1996'N.E.C.)
GENERAL REQUMMENTS
Exit doors shall swing in the direction of the path of exit travel where the area served has an occupant load of 50 or more
(Uniform Building Code section 1003.3.1.5).
Uniform Mechanical Code section 307.3: Mechanical equipment in attics shall be provide with the following:
An access opening large enough to remove the largest piece of equipment, but not less than 30 inches by 22 inches,
An unobstructed passageway which:
Is large enough to remove the largest piece of equipment but not less than 30 inches high and 30 inches wide.
In no more than 20 feet in length when measured along the center line of the passageway from the access opening to
the equipment, and
Has continuous solid flooring not less that 24 inches wide throughout its length; and
A level service space at least 30 inches deep and 30 inches wide located at the front or service side of the equipment:
Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.)
® Floors and walls in Water Closet Compartment and Showers (UBC section 807).
Provide safety glazing in all hazardous locations (11.B.C. section 2406).
® Full access to the disabled mast be provided for the specific area of remodel, repair or addition. Additionally, 20% of the
cost of the project must be invested in access features for the existing area of the building.
UBC 1133B.8.5 Detectable warnings at hazardous vehicular areas. If a walk crosses or adjoins a vehicular way, and the
walking surfaces are not separated by curbs, railings or other elements between the pedestrian areas and vehicular areas,
the boundary between the areas shall be defined by a continuous detectable warning which is 36 inches wide.
® UBC 1117B.1 Water Fountains (Drinking). In new construction, where only one drinking fountain area is provided on a
floor, there shall be a drinking fountain that is accessible to individuals who use wheelchairs in accordance with Plumbing
,ode Section 1507.0 and one accessible to those who have difficulty bending or stoop,ng, This ran be accommodated by
the use of "hi -low" fountains, or by such other means as would achieve the required accessibility for each group on each
floor. The water fountains shall be located completely within alcoves or otherwise positioned so as not to encroach into
pedestrian ways. The alcove in which the water fountain is located shall not be less than 32 inches in width and 18 inches
in depth.
® Stairways — UBC 1133B.4.4 Striping for the visually impaired. The upper approach and the lower tread of each stair shall
be marked by a strip of clearly contrasting color at least 2 inches wide placed parallel to and not more than 1 inch from the
nose of the step or landing to alert the visually impaired. The strip shall be of material that is at least as slip resistant as the
other treads of the stair.
a Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the
National Electrical Code, Uniform Mechanical Code and Uiziform Plumbing Code.
Page 1 of 2 Owners Name:
Building Permit Number: 6,,6 2-1
Plans Examiner: r—
ITA
COLOR CODE .USED ON PLANS
Blue= Engineering Pink = Firewall
Green = Braced wall panels Yellow = Important
COMPLY WITH ITEMS INDICATED BELOW
❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, RVAC
equipment and, services shall be a minimum of one foot above the elevation shown on the attached
Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required
Note: We will normally accept the following as compliance with the flood elevation
requirements:
1. Building is anchored to concrete stemwall system with conventional anchor bolts.
2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation.
(Plate height less than 24 above grade, or engineered design required).
3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located
above the plate.
4. At least 2 openings in exterior walls,.located on opposite or adjacent walls with a total net area of
not less than 1 square inch for every square foot of enclosed area.
5. The bottom of the openings shall be no higher than 1 foot above grade.
6. The openings may be screened or covered with other devices that will permit automatic entry and
exit of floodwater.
❑ Parcel lie's within the State ResponsibilityArea (SRA). Comply with attached requirements.
❑ Fire sprinklers are required in this structure:
❑ The following parcel map requirements shall be met:
® All structures and equipment including overhangs shall be clear of all easements.
All setback's shall be as shown on the approved site and 20 feet (25 feet if Federal Aid Route)
from the edge of the right of way shall be clear of structures and equipment except for a 2 foot
overhang.
® Expansive soil may be encountered on this site. This condition may require the foundation to be
designed by a California registered engineer or licensed architect.
Page 2 of 2
H`llll; F; 1,,.(T1JF 11
Owners Name: .
Building Permit Number:
Plans Examiner:
Butte County Fire Department
Fire Marshal Building Plan Review
Building Permit #: 06-0821, 0822, 0825.
Date or Review: April 22, 2006
Reviewed by: St"e,- F&WZ?4-, Fcv-el Capt-aLyv
Life Safety Officer
Fire department permit required for S-3 occupancy—explanatory letter
attached.
One 2A:10 BC fire extinguisher required. Mount on bracket near exit.
I
v
b
. a T Undeveloped
TYPE OF OCCUPANCY THIS T.I. :
ALLONABLE AREA: 12,000 eq. Ft. ' Bosic
Allov4oblc
ALLONABLE AREA INCREASES: 2 Side Separation il' Min Yord ® (71' - 20'x 1.25%/FT = 65.15% Inereoge)
Mox ,411awoble for 2 Side Separation p 50% Increase
MAXIMUM ALLOVqABLE AREA: I9>,000 Sc L. Ft. ® Actual ® 14,000 Therefore O.K.
(.144) (5-5)(.Oqi) (.Oqi)
!3,500 S.F. 1,150 5.F. 1,-7505-F- (5-5)=. 4 < I ® O.<
Ia,000 S.F. I&,000 S.F. I6,000 S.F.
OCCUPANCY LOA® AUTO REPAIR: REHOUSE -2 X 1,150 S.F. / 200 1i.5 OCCUPANTS < 50
LANDIN65 AT EXIT DOORS SHALL COMPLY W PATH OF TRAVEL AND ALL ACCESSIBILITY
HANDICAP PARKINC-7 $ PATH OF TRAVEL APPROVED FOR SHELL
,i1► Type,.I iRrM► dCOch side,
Steel•
A rR
Staggr `. �" .. A
65
__ilti ..., __ _ rI. -
Oil
t _ '-
d7aivalWove Roof Shceti5
*cap Lcq Trock
to -bottom of
Deep Log Trock r it
w -- ww. ,e
O
A
I EXIT REQUIRE® EXIT
FIFE SAFETvi U-TI%ER
30Tl—E CO. FIDE DEIN:
I J approiecj aw subMi ted
f apprc vrs ry .
wiiViac�r�cia
.� i�i�
a� I
S 28°48'12" W
SITE
P LAN
x
;b
i
I
v
b
. a T Undeveloped
TYPE OF OCCUPANCY THIS T.I. :
ALLONABLE AREA: 12,000 eq. Ft. ' Bosic
Allov4oblc
ALLONABLE AREA INCREASES: 2 Side Separation il' Min Yord ® (71' - 20'x 1.25%/FT = 65.15% Inereoge)
Mox ,411awoble for 2 Side Separation p 50% Increase
MAXIMUM ALLOVqABLE AREA: I9>,000 Sc L. Ft. ® Actual ® 14,000 Therefore O.K.
(.144) (5-5)(.Oqi) (.Oqi)
!3,500 S.F. 1,150 5.F. 1,-7505-F- (5-5)=. 4 < I ® O.<
Ia,000 S.F. I&,000 S.F. I6,000 S.F.
OCCUPANCY LOA® AUTO REPAIR: REHOUSE -2 X 1,150 S.F. / 200 1i.5 OCCUPANTS < 50
LANDIN65 AT EXIT DOORS SHALL COMPLY W PATH OF TRAVEL AND ALL ACCESSIBILITY
HANDICAP PARKINC-7 $ PATH OF TRAVEL APPROVED FOR SHELL
,i1► Type,.I iRrM► dCOch side,
Steel•
A rR
Staggr `. �" .. A
65
__ilti ..., __ _ rI. -
Oil
t _ '-
d7aivalWove Roof Shceti5
*cap Lcq Trock
to -bottom of
Deep Log Trock r it
w -- ww. ,e
O
A
I EXIT REQUIRE® EXIT
FIFE SAFETvi U-TI%ER
30Tl—E CO. FIDE DEIN:
I J approiecj aw subMi ted
f apprc vrs ry .
wiiViac�r�cia
.� i�i�
a� I
S 28°48'12" W
SITE
P LAN
50ALE: I"
® 20'-0"
ARCHITECTURE
tPLANNING
1 Cr
FAX • ,;
tip `•r {i ate, .rad 4 f�1� Y ar� C h'm�
476
F /- &r.-
c-'- ri ty
Fluorescent Fluorescent
/00A /00 A
PANEL PANEL
p
Fixtures ryo I I j l Fixtures Ty.
Exloo_5od RooP Furl ins Ex1oo-sod RooF Furl ins
N1 R -/O vinyl Faced Insulation N1 ®1 vinyl Faced Insulation
11, P�i
Fr
Fr
e' Fluorescent _'ontinuous fflidgL'4
--------------------------------- — -------a
lil. 4xt�yte-,ea --------
-Fix ture-5 -7 q.- H -------- --------- -F
U U1, U
sy
xy
r
U U
r.
Ex. Fon�
4 5
1-21 x 121 Roll -up Door
Nei
No Exhaust Fan at 1 " Above
Floorl N1 1500 CPM capa6ity
octivoto pq/ Nall 5pqitch
ka
to A TO R
U -ii',
QU
COO) Sim OCCEIPANCY
Un H11 ea, Cre d
—
ti
- - - - - - - - - - - - - -
— — — — — --- — — — — — — — — — — — — — — — — — — — — — — 7W
0
.0 Continuous Ridge Vent Albove
MN
T2r100
VIR�
J
m
V
Star t W/ V 7? BLr
0
'IN F- A N
v.
PO WER LIGHTING & E--,, IG, No� Afu L C Eii,- A
V11
SCALES- 114 1 �_o FV 11
m
2 5 P. -Y 0 Verif
�L_ 1" 5 L
12'x 12'Rofl-up Door
Ne ' au-st Fan at /,?5" Above,
Floor, 14/ 1500 CPM Capacity
activate, k'41 No// 3witch
AR
I
A
a>' R L.,�`PA 1-�-"R
lon",
Smm.�p IOCCEIPANCY
Col tinuou-S Ridge Vent Above
------ --------------------------
7 -------------------------
-------------------------
1[fnnmHeated
89-3 112yv 11114,11, 8 1_
S
m
'0 M E4 T a ILET
F1
7L 0 RkX.
R L lw`,
[y*' I -Hour Fire Wall - See Derran
101 "1 '*
New Steel Stud Whiffs
m
19
DoaIr
I
ARCHITECTURE
+ PLANNING
530. 898.8e. 220
FAX 343.6358
C
I.
ARCHITECTURE
+ PLANNING
530. 898.8e. 220
FAX 343.6358
3
v Pk! OU5r COVER OVER
6" OR 6" X 20 C?A. STEEL, CElL INC?
AT l6" O.C. W 5/43" 6Y'P. 00. CL.6.
ATTACHEO W #12 TYPE "a" 5CREN5#
rA1pw--rjir00mrvjm1wrW - m
12" X 20 CA. STEEL. 6TL10 HEADER
kV PEEP LEO TRACK TOP 3 007TOM
R®1q SAi75 ---"
IN 5TEE'L. 5TU®5
Exist. lalb on Oracle
RIi,>C7E VENT
}/ l
Ocrew Joists ond End Trock+ it TrocA
i---'7-/2 5crews
AUTO REPA,,, RR
HIC A CCESSIBLE- 0-01120
TOILET
41,00 OFM/ 115 .w. .A = 2 AMPS
R®l® Vinyl Foced Insulotion-
SCALE: 1/2" ® 1 ®"
CHICO, CA
9 5 9 2 8
ARCHITECTURE }
PLANNING AM
{k
530.898.8220
FAX p
BUILDIN6 USE: AUTO REPAIR (5-5) 4 ViAREHOU5E (5-1) 4 Undeveloped
AL.L.ONABLE AREA: 12,000 5ct. Ft. - Bozic Al l®kaoble
ALLY BLE AREA INCREA E5: 2 51de 5eporotion il' Min Yard - (71' 20' x 1.25%/FT = 65.75% Increase)
Max Al lai cable ?or 2 Side 5eporotion 50% Increase
MAXIMUM LLO' BLE EA: Ie�,000 Sq. rt. - Actval = 14,000 There�rare OK
MIXED OGCUPANV*r IAilO:
(, I q44) (.Oq"7) (,04111) a
5,500 5.r-. (5_5)* 1,-Irp® e.r-. + 9,150 5.f=. ( ) < I .
ia,00® 5.F. oa,000 6.F.
OCCUPANCY LOAD AUTO REP IR: EHOUSE a2 X 1,150 S.F. / 200 I7.5 OG%UPANT5 < 50 : I EXIT R;GUIR;r,> Eek.,1I EXIT
LANDINC-75 AT EXIT DOORS SHALL COMPLY W PATH OF TRAVEL AND ALL A00ES51BILIT"(
HANDICAP PARKIN& $ PATH OF TRAVEL APPROVED
FOR SHELL
0
OF 6" 5teell 5tuds ot 16" O.C.
Attoch v4/ I" Type "5" 5crev4s
All I!.joints, o.c. field
stogger joints, UL Des U465
t
ExWinq Handieap Ad&,voslbla Parking
0-pocoz, and Path of i`ravoi and
Deer Lap Track
1f �/ '_ts
R w Mr. vJ
Rrp Leg Trac�� Screv4 to
Frome v4/ #5 _. , f
S 28°48'12" W
Ni •
g► qkr
PLANNING
530. 898.8220
az FAX 343.6358
Typ.
Expo5cd Roor Furlir?5
klql R -/O Vinyl FOCOd In5L)IOtiOn
Fr
I1 11
U U
Ex. Fan
Fixture -5 -
I1 11
Expo5ccl RooP Furl in -5
pql R -/O vinyl Faced In-sulation
Fr
ontinuou-s 17ii
---------I ---
----
I1 11
--------- - - -------
E -------
F 71
Fr
U
a
'ILI
& S, , IG, L CE!�-;, ,I -e -LAN
PO .±a.v`LIG, H�,, F
SCALEO- 114, pr ® I P.Opp
j :5
12'x 12'Roll-up Door
B!
Exhoust Fan ot Above
c Pq/ 1500 cpm COFOcity
ivate Pql Nall 3Nitc
m
M� MIMI
W/ Djor
%WW"',
WE
-1 1 5 1 1
12'x 12\ J
' Rolf -up Door
Al
PA.[
z R Emi
I
continUOU5 Ridge Vent Above
--------------------------
----- ----------
----- -------------------------
Umm.-Heated,
3
MWI
Dod�r
I
rAfniv
Empm,
- - - - - - - - - - - -
MY 0, 1 "1
AN
P RTIAL L.00R PL
I -Hour Fire WO - See Detail SCALE: 114 1 1-0 11
New Steel Stud Flalfs
ARCHITECT4RE
+ PLANNING
FAX 343.6358
Department of Development.Services
Building Division
0167-09 � � 7 County Center Drive
Unq (pj�SX� 11, pty' 11 Oroville, CA 95965
J U('Q) 538-7541 (530) 538-2140 FAX
Non -Residential Construction Requirements
IMPORTANT
This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make
any changes of alterations on same without written permission from the Building Division, County of
Butte.
All materials and workmanship shall be in accordance with recognized good practices and of a quality
prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California
Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California
Electrical Code (1996 N.E.C.)
GENERAL REQU NTS
• Exit doors shall swing in the direction of the path of exit travel where the area served has an occupant load of 50 or more
(Uniform Building Code section 1003.3.1.5).
® Uniform Mechanical Code section 307.3: Mechanical equipment in attics shall be provide with the following:
An access opening large enough to remove the largest piece of equipment, but not less than 30 inches by 22 inches.
An unobstructed passageway which:
Is large enough to remove the largest piece of equipment but not less than 30 inches high and 30 inches wide.
In no more than 20 feet in length when measured along the center line of the passageway from the access opening to
the equipment, and
Has continuous solid flooring not less that 24 inches wide throughout its length, and
A level service space'at least 30 inches deep and 30 inches wide located at the front or service side of the equipment
• Provide lights, switches, and receptacles for maintenance of mechanical equipment (Sec.306, U.M.C.)
® Floors and walls in Water Closet Compartment and Showers (UBC section 807).
• Provide safety glazing in all hazardous locations (U.B.C. section 2406).
® Full access to the disabled must be provided for the specific area of remodel, repair or addition. Additionally, 20% of the
cost of the project must be invested in access features for the existing area of the building.
• UBC 1133B.8.5 Detectable warnings at hazardous vehicular areas. If a wally crosses or adjoins a vehicular way, and the
walking surfaces are not separated by curbs, railings or other elements between the pedestrian areas and vehicular areas,
the boundary between the areas shall be defined by a continuous detectable warning which is 36 inches wide.
® UBC 1117B.1 Water Fountains (Drinking). In new construction, where only one drinking fountain area is provided on a
floor, there shall be a drinking fountain that is accessible to individuals who use wheelchairs in accordance with Plumbing
Code Section 1507.0 and one accessible to these who have difficulty bending or stooping. This can be accommodated by
the use of "hi -low" fountains, or by such other means as would achieve the required accessibility for each group on each
floor. The water fountains shall be located completely within alcoves or otherwise positioned so as not to encroach into
pedestrian ways. The alcove in which the water fountain is located shall not be less than 32 inches in width and 18 inches
in depth
® Stairways -- UBC 1133B.4.4 Striping for the visually impaired. The upper approach and the lower tread of each stair shall
be marked by a strip of clearly contrasting color at least 2 inches wide placed parallel to and not more than 1 inch from the
nose of the step or landing to alert the visually impaired. The strip shall be of material that is at least as slip resistant as the
other treads of the stair.
® Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the
National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code.
Page 1 of 2
Owners Name:
Building Permit Number:
Plans Examiner:
COLOR CODE USED ON PLANS
Blue = Engineering Pink = Firewall
Green = Braced wall panels Yellow = Important
11111TIM Ma
❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, HVAC
equipment and services shall be a minimum. of one foot above the elevation shown on the attached
Flood Elevation Certificate. A Post Flood .Elevation Certificate will also be required.
Note: We will normally accept the following as compliance with the flood elevation
requirements:
1. Building is anchored to concrete stemwall system with conventional anchor bolts.
2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation.
(Plate height less than 24" above grade, or engineered design required).
3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located
above the plate.
4. At least 2 openings in exterior walls,.located on opposite or adjacent walls with a total net area of
not less than 1 square inch for every square foot of enclosed area.
5. The bottom of the openings shall be no higher than 1 foot above grade.
6. The openings may be screened or covered with other devices that will permit automatic entry and
exit of floodwater.
❑ Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements.
❑ Fire sprinklers are required in this structure.
❑ The following parcel map requirements shall be met:
® All structures and equipment including overhangs shall be clear of all easements. .
All setback's shall be as shown on the approved site and 20 feet (25 feet if Federal Aid Route)
from the edge of the right of way shall be clear of structures and equipment except for a 2 foot
overhang.
® Expansive soil may be encountered on this site. This condition may require the foundation to be
designed by a California registered engineer or licensed architect.
Page 2 of 2
Owners Name: .
Building Permit Number:
Plans Examiner:
TENANT IMPR "' VEMENT 2910 HIGHWA Y 32
1
0
CODE ANAL ®
I
9
BUILaDINO UOE: l"lorehouse (5®I) / ProFesslonol aervlces () 1$ Undeveloped
s
TYPE OF OCCUPANCY THIS T.I. : ®1
I
TYPE OF CONSTRUCTION: Type I I -N
a
ALL® BLE AREA: 12,000 Sq. Ft. ® Basic Allowable
ALLOVqABLE AREA INCREASES: 2 Side Separation i1' Min ` ord - (-7l'- 20'x 1.25%/FT 63.15% Increase)
�
Max Allowable for 2 Side Separation = 50% Increase
i
MAXIMUM ALLOWABLE AREA: Ie>,000 Sq. Ft. ® Actual = 14,000 Therefore O.K.
i
MIXED OCCUPANCY RATIO:
(.1844) (.Oqi)
a
5,510 5.F. o5o S.F. (5) .r-1 14 < I — O.K.
0
16,000 5.F. I9>,000 5.17.
OCCUPANCY LOAD WAREHOUSE: WAREHOUSE ® 3,500 S.F. / 500 = i OCCUPANTS < 30 : 1 EXIT REQUIRED,
2 EXITS rROVIDED
II I
I
I I
I
LANDIN&S AT EXIT DOORS SHALL COMPLY W/ PATH OF TRAVEL AND ALL ACCE551BILITI®R
II
II 1
HANDICAP PARKING 4 PATH OF TRAVEL APPROVED FOR SHELL
I'
` s
in, • each •,"
z ._och N1 w= - -
stagger joints, UL Des U465
Hilti DN13iD5 m Powder
Activated Fasteners ® 4V" o.c
#e> TEK Screw
at each stud.
/l �=F y
LIFE SAFETY QFFIGER
I! n!"E Di_
ytais
provp-ci A,
IDNaPPmved wih I_ "tell
�,..
EXIST. EUILDING
S; w
MahMMINI
TRANSFORMER/
PAD
EXIST,
WELLS
S 28°48'12" W
613.92'
----------------------------
E9® ----------------------------
EXIST. SEPTIC
----------------------------
S/w
NINE MEN
I
EXIST. PARKING LOT EXIST.
EXIST. PARKING LOT
EXIST. I
LIGHT HYDRANT HYDRANTS
1 I I exisT WV ewsT on xea
I II I
I I II I
I I
I (
I ,
i
1 �
I iI
I ,
I I
I I
I
I I
I IQ
J
I I�
I
I
I i
I ,
I I
I
Qi
I ,
>I
I
I
I
c ,
I
�xtsttng Mandtcap �ceesstl�le Parklr� � (
'0400
and Fath of Troval and I
algna'ge ® Proviausl y Approved
I �
Steel Roof Panels
I
I I
Purlins I I
s I
-Deep LaQ Track
5cr w f r(Im obo ve Roof Sheets
4
— Deep Lop Track I
Screw toottlom of Frame I I
C '
I
— Deep Leg Track Screw to
Frame w/ #5 Self -Tapping Screw of 3(0
J
0 9 99
RELOCATE EXIST. HYDRANT EXIST.I C,
777
s
® fY S7a TA B7lA1 TAl !l X1N:9WH Pff7VT 8 WILT" 77-1 ----------- FFI --- 7- M11-71 F T7
U)
0
r1
/S)), ��I I I 54W" I f I I I I - I — i— l 0 wJ Ao0 'V 1. ®d
) N
J
a
76'4°►_
SS
SS
SS
154.55 FF
AP 042-090-087
VA
r�
Il�I ®j/�1
6® T e7 ® g rri�i�l
9
W -O`
1,
ITD
B
I
9
9
79►®, rP e
0
9
A
200 m®®►
I I I I I I I
I I I I I I I
PERSONAL I I 1
ERAHUNG
XERCISE
AREA
WARffiOUSE AUTOREPAIR gy g� n rr
sOCCUPANCY 8.1OCCUPAN S-3 OCCUPANCY
(P.nr,$) Sn BLDG. P�AHT # P042521
UNIT 1400 UNIT 1300
UNIT 1600
I I I
1 I/X-4 Imo— I 77�1 1 P17- Imo. I/\ -i I I I I
J
BUHDING PARKING SEE SHELL DEVELOPMENT
1.1-10111? FIRE WALL DIS I
I
� I .
I -
[ L
LU
A.
al I E, 101 -JI -1. I N '///I
SCALE: I" � 20'-0"
RUT F, -F- 11 11'6
II Fixtures ® Tylo. II
II II
it I1
®1 vinyl Faced Insulation
Fr
I -v, mmi 0,
II Fixtures ® Ty. II
II II
II II
® � vu
Exloo5cd RooP Furlins
kql ®l vinyl Faced ln5ulotion
Fr
PAM,
UnmmHeste
LM7AT
'JaWlM,
TOILET
1D -
PARTIAL FLOOR PLAN
-Hour Fire Wall - See DetaH
New Steel Stud Walls
C/�
Doori
I
SCALE: 114" = V-0"
r®r-
ARCHITECTURE
+ PLANNING
5 3 0. 8 9 8.8 2 2 0
FAX 343.6358
s
a
FN OU57 COVER OVER
6" OR b" X 20 6A. 57EEL CEILINO JO/5
Hilt! ON/3705 - FoNder
Activated Fo-sa Oz.
-
'000 ' i-
11 11 11= - _ I
i l 0
Oi•
..eN
.. =.oma
End , .
i r5-12
_
- 5TU05
r O.C.w 00. EA.
NOTE:
STEEL FRAMING MEMBERS '' t
512 PEW
PERICBO ER -4943P
....... .... I � �VR
E..-
0O
I R VI -
N/
M10- �O I " I*
4'141<514 FRP WAIN ®iSWEET VIN YL®®R IAV/
ALL AROUN® 6 ° AVE 1A E
I i �
EXTERIOR METAL WALL 510INO
W/ R®10 VINYL FACE® INa0LATI®N
LAVA
BETkqEEN 5TEEL
Oteel Studs ® 4" X.20 ga.
16 " O.C.
MIRROR r %7'014 Ai +4®"
OREENHEC,< SF -7 CEILINO EXHAUST
I► _FM/ 115 VOLT51 MCA - 2 AMPS
5CALE: 1/2" = V-0
" D
ARCHITECTURE
530.898.8220
FAX r
358
r..
NAMI
EXIST. EUILDING
S/W
TRANSFORMER
PAD
EXIST,
WELLS
EXIST. PARKING LOT EXIST.
LIGHT HYDRANT
1:1 1 1 1 1 1 1 1 1 1 1 1 1 IxW
S 28°48'12" W
613.92'
----------------------------
® ® ----------------------
EXIST. SEPTIC
-----------------------------
7614"
FtONEMMM
t Type
-I l-. 6d.coch
t r
o-' Steel etude ! I E
Type "5" 5crcv4s
o..I .joints, 2 I -Field
stagger joints, UL Des U4&5_
Hilti DN157®5 ® Powder —-�
Activated Fasteners ® 4&" o.c
#5 TEK Screw
of each stud. O
Exioting Handicap Acc6501101c Parkirig
5pae,es and Path of Traval and
519nago e Previously Approved
5tee I Roof Panels
Purl ins
Dee Le crock:
5crw frm above Raaf Sheets
Deep Lep iroek
5crew to ottorn of Frome
_ Deep Leg Track Screw to
game w/ #5 5ee l f ®;`app ing 5c r
SS
I
I
154.55 FF
a
I
OAP I AP 042®090®087
SS
Ss
r
r
c
S/W
EXIST, PARKING LOT
EXIST:
(; 1F
Q %Lm
75,
_ mE
-ST
0
Fq
EXIST.
HYDRANT
- kK-
a
I I II I I I I
I I u I I I I
TRAJMwG
EXERCISE
B OCCUPANCY , ANIS-3 OCCUPANCY
� ��Up
6 BLDG, P RMIT 042521
UNIT 1400 raNrsas00
IMT1600
I I I
11
I - rA II v F6 /ri I INN /I "°i I\ 01
N 8°4' E
613j"02
2'
DI' I I APPROVED
' I Butte couSITE" PLANr
- 2--- J
40
e A
Oe
alone um
SCALE: 1" 20'-0"
AQ
gyp u„
-115
sam.wooll,
sm
j�fi1��\
234A WEST
THIRD STREET
SUITE F
ARCHITECTIRK
+ PLANNING
530.898.8�220
im FAX 343.6358
FIN OU5T COVER OVER
i
*► 30.—
R-13 f3TT5
IN 57EEL 57UD5
0Fokqcicr
Activated Fo5teners (9 445" o.c.
4 ' H16H FRP NA/
AU AROUN®
_�►
v % " v a.,— ems. , . •vmm
5creN
Joi5ts
and
,end Track to 5tud Track
W/ I11 X
Type
5®12
5crew_,:�
�- R®1q OA775
Deep Leg Track OETNEEN STEEL J015T5
A{
STEEL FRAMING MEMBERS
COMPLY
WITH
j ASSOCIATION
wJn° 0
OREENHEC,< SF -7 CEILINO EXHAUST FAN
600 CFM/ 115 VOL
Stel Studs - 4" X 20 ga.
16" O.C.
15 - ! Oas-
otor Hoot
Above
w
:SCALE: 1/2 = / 1®®
APPROVED
Butte County
Environmental Health
I, l
s [[ t�, ►
1, 5 =.Is 2 t
_PLANNING
Jf ► l 4
111 ws
-00 V
Ir
AM J, FIRM A
AUTO REPAIR (5-5) 4 WAREHOUSE (5-1) 4 Undeveloped
ALLOI�ABLE AREA INC REA5 5: 2 Side, Seporotior '71' Miry Yard - (71' 20'x 1.23%/FT = 65.75% Ircreose)
Moo AIlovaoblc for 2 51dc 5oporotion 50% Incr o e
MAXIMUM ALLOWABLE ,AREA: Ib,000 Vii . Ft, - Actvol = 14,000 Therefore O.K.`
0�< O.K. I
12>'000 5.r-. 1: .0 15,000
OCCUPANCY LOAD AUTO
t,,, __ . -. . r
- 3
I -
LANDINC-75 AT EXIT DOORS .. A- _Y W/ PATH OF TRAVEL AND ALL ACCESSIBILITY
HANDICAP PARKIN6 4 PATH OF TRAVEL APPROVED FOR SHELL
%► f 5cl.each side,
o ISteel 5tuds at /
ActivatedAttach W I" Type "5" 5crcv4s
stagger joints, UL Des U465
Fasteners Q -
ExloUng hlandf6op A4cesziblo Parking
spa.,cs and Path ®P Travel and
oignogo - t-rewously ,arayed
Lop Track
to-bottorn=Frame
Deep Lee Trock5crov4 to
Frame, Sol�-Toppinq
c,,,
S 28°48'12" W
SIT Et PLAN
SCALE: 1" 20'-0"
L
ARCHITECTURE
+ PLANNING530. 898.8220FAX 343.6358
5\
e-5'
/00 A
PA N EL
FN Fr\,
II
Typ
Fixtures . Fixtures
A
ayM
Exposed RooP Furlins
Exposed Roop Furlims
lt4/ R -/O vinylFaced Insulation
N1 R-/0 vinyl Faced Insulation
r ftp
Fr��" i�
ontinuous rRida
------------ --------
F-4,,<Ltv t-ne a
=F=i ------ =R= ---- -- --------- ---------- --- -------
------- ---------- d --------
U U1,
U
tett
r ��
U1,
Fr
U U u \
Ex.
F\-7
L7
LL -
R
PO W -n, LlGHTi�7, ING & S-IGNA1,,, L NG
SCALE: /4°®® 1 W
I
Cv �
L11 B
25 F. 0 Verify
g L
12'x 12'Roll-up Door
cV$1 Exhauot Fan at /t3" Above,
,orl pql 1500 cpm capacity
mliva�c pql Nall 3pqitch
12'x.12'Roll-up Door
\ l
NoN haust Fan at 145" Above,
Floor,,, 14/ 1500 cpm Cc / cc ity
aCtiv,2to N1 k
11
11 5pqit c
m
HC,IZON
AUTO REi`4 PAIRm�-, A-�� IT
0 1?
tgm.31 OCCU,--,(,PAN,- CY
Q S=53 IOCCUPA.,NTCY
Unmfrea- ted �n
00f tinuou-S Ridge Vent Above
----------------------- - --------------------------------
Co
----------------------- - ------ --------------
- ------ -------------------------
htinuouo Ridge Vent Above,
Uffiml, eated
Aja
9 T 21,�f 00 1JN1 2200
m
Lg
I
Eli
81-3-1121, 11, SF -3
Do�r
I
APPROVEO
77,- outtecourfly
qgA .tea i ::
PTIF7-111A
1 -Hour Fire Wall - See BeWl S'C'ALE® 114" ® P.0"
New Steel Stud Walls
■
FA
Renewal Date
11.30.07
LARRY
ED14T'q
ARCHITECTURE
+ PLANNING
530. FAX 898 .8220
343.6358
v
CODE L di . SHELL 9IO U A 9
8
BUILOIN& U5E: Professiar of 5ervlces (3) $ Norehouse (sal) $
Undeveloped
TYPE OF OCCUPANCY THIS T.I. :
0
TYPE OF CONSTRUCTION: Type II -N
1000 5 c AI lawabie
ALLOi�A�LE AREA: , . Ft. ® Basi
�,
ALLOV4ABLE AREA INCREASES: 2 Side 5eparotion i1' Min Yard
- ('71'- 20" x 1.25%/FT 65,75`3® Increase)
�
Max Allowable For 2 Side Separation a 50% Increase
MAXIMUM ALLONABLE AREA: 1&,000 Sq. Ft. ® Actual = 14,000
Therefore O.K.
�
MIXED OCCUPANCY RATIO:
(.O'qi) (. I q 44)
g
+ I,150 S.F. () 3,5oo S.F. (5-1)
®.� 14 < I 0. <.
II
16,000 S.F. I&,000 S.F.
OCCUPANCY LOA® REHOUSE: KAREHOUSE ® 3,500 S.F. / 500
® i OCCUPANTS < 30 : I EXIT REQUIRED, 2 EXITS FROVI
PROVIDED
OCCUPANCY LOAD PERSONAL TRAINING: EXERCISINO ROOM Ii50
/ 50 = 35 < 50 : IA EXIT REQUIRED, I EXIT
LANDINGS AT EXIT DOORS SHALL COMPLY Vq/ PATH OF TRAVEL
I
AND ALL ACCESSIBILITY
li
I
HANDICAP PARKING 4 PATH OF TRAVEL APPROVED FOR SHELL
�
9
II`I
. E3d. each „=
of (0" 5teel 5tuds,
Attach p_ =_
.. r,. at joints, 12" 0.c. field
Stagger joint5, UL Ves U465
Hilti DNI iDS - Powder -- -�
Activated Fasteners ® 45" o.c
#6 TE< Screw
at each stud.
EXIST. BUILDING
S /W
MIM
TRANSFORMER
PAD
EXIST,
WELLS
S 28°48'12" W
613,92'
K::�4 -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- --
EXIST_ SEPTIC
S/W
ANI I ��Du
°
EXIST. PARKING LOT ° LIGHT PARKING LOT HYDRANT WV
FI
I
I
iCC
i
I
I
I °
I
��si�ti»� higndT��� s�GeG��i�IG ��rki I
sraa6a� and Path aF Travel and
'
�ignag®� Pr®viovoly Approved
_ I °
I
I
°
!
I
°
I
Steel Roof Panels
i
-Doep Lop Track;
Scrw Frm above Roof Sheets,
— Deep Lecl Track
Screw to -bottom of Frame
i
— Deep Leg Track Screw to i
Frame w/ #5 Self -Tapping Screw 5 at 561® C.
I
O
Deep Leg Track
0 99
® RELOCATE EXIST. HYDRANT
9
®® ®e o ®® ®® ®® ®®L S ®® ®® 9 ®® L S ®® ®®
9 l
ASSUMED PROPERTY L
!1 ®®O®►
i i i i � i i i i
® EXIST. LLS
M1
C
m
Renewal Date
EXIST. 11.30.07
HYDRANT EDWIN
9
BLDG. SMLL "AFF
BB BP 04252
CEC
,A-3 ®CCA
-- G
' AIMED PROPERTY LINE
AP 042®090-088
Q o N L
T T
I I I I I I I
I I I I I I I
I
I
W IUSE
3-1 OCCUPANCY
I
UA7T 800
I
I
� 1 11 � � -JF4t� 1� � � 1� � I I � � �1 � � I it
BUMDING PARKING SEE SHELL DEVELOPMENT
0
n N 613 72' I E
-- - V _
DI ape Ci nt
Environmental ii
x+ Z 1
�� Qe
dw Lire
, A
SITE
PLAN
SCALE. 1" 20'-0"
#e TEK 3creN
,#,,t coch -stud to t
-1q OATT5
E7TAEEN STEEL J013T3
'rock.
I
Tile 0/
ad.
line
Exist® 31ob on Orade
1
W
914,
0
L
'Al
Rl"
� �' � _
T
E C
I ' ARE,�,� 'A
0 C C A N-, C Y
'T\\TIT-- I3y 0
Un -Heated I
3'x7'OOOR W
W_SV211 ACCE:5516LE LEVER
T I -
Expocd
STORAGE
N1 ®1 vi�, F'111,; ed In-sulation
Oyp. 5d.
Ceiling
OF
� I flu®re��ent I i \ ��� ���� -�- ® o
Fr
1A
Fixture -s Tylo.
NO QI/
Imo. R
Coiling tO.TLET
............
OF/
m
=I_
5'/i 7' W
ACCE5515LE LEVER
Stor 'x7f
APPP()V'--::!-.) and.3W ate
Butte County
avironmental Health
ov—
F)si� na Ere
FM7
1 -Hur Fire Wall -See DetaH
N v
o
ls�� New Steel Studlftfis
SCALE: V41? =p.0f?
ARCHITECTURE
+ PLANNING
Em FAX 343.6358
Cont. Oecp Leg crock
of end Op Joists
#6 7EK 5ercw
of coeh stud t0 track
12" X 20 &A. STEEL 5TUO HEAOER ,
W/ DEEP LEO TRACK TOP 4 BOTTOM
R-/5 SAT75 —`
IN STEEL 5iU05
CM -5705 --
Activoted Fosteners 0 '.
Type 5-12 5crews
- - -
,Z�
N. T.S.
ROOM
-
ON j OF r s
'
Al BRAILLE
8 V-9 114I t Verify
15 1,Gal. Gas Water Haoter
5�
1r®avr la�lt�. P`e� ove C I I lil
21. r ISI / AC E-551BLE LEVER HAROWARE
I
LAVATORY
RIC ACCESSIBLE
r
''vmi,r ! l
AT +40"
ECCE: 1/2' a 1,-0'
P 141-.:,...
66rew Oown Metal RooPin
o/ R-10 Vinyl Fac®d Insula ion
Screw Lown Metal RooPing
o/ R-10 Vinyl Faced lnsulaclom
EXTERIOR METAL WALL SID1NC
W/ R -IO VINYL FACED I N5ULATION
/'�11e?TA/h/ W/
ZOVE
ERGLAS PRE -EAB CAN BE USED AS ALTE NSA TE
GALE: 112'- P-0"
t
Vft' Rik"enewal Date
11.3®.Q7
COVERED WALK Y LARRY
EDWIN
COFFMAN
2 T9
SCALE. 114I® ®1®® V9
ZCL.AS SHONER STALL
, - 01 - N Mi
APPROIJED
BUttO COUntY
Environmental Health
"-O
Date
9r ata:'+ri, Mare
Ty
t
AI
PLANNING
FAX A 'h 1 a
NEW 4'-0"
0
R
I �
1
U-�,ELFOI
LO5EE
® WAT
R CLOSET
®
L --n-----\—
OILET
5WEET \�INYL FLOOR W/
I I ACCEs�I�I
6„ C(:�VE1111A5E
I
LAVATORY
RIC ACCESSIBLE
r
''vmi,r ! l
AT +40"
ECCE: 1/2' a 1,-0'
P 141-.:,...
66rew Oown Metal RooPin
o/ R-10 Vinyl Fac®d Insula ion
Screw Lown Metal RooPing
o/ R-10 Vinyl Faced lnsulaclom
EXTERIOR METAL WALL SID1NC
W/ R -IO VINYL FACED I N5ULATION
/'�11e?TA/h/ W/
ZOVE
ERGLAS PRE -EAB CAN BE USED AS ALTE NSA TE
GALE: 112'- P-0"
t
Vft' Rik"enewal Date
11.3®.Q7
COVERED WALK Y LARRY
EDWIN
COFFMAN
2 T9
SCALE. 114I® ®1®® V9
ZCL.AS SHONER STALL
, - 01 - N Mi
APPROIJED
BUttO COUntY
Environmental Health
"-O
Date
9r ata:'+ri, Mare
Ty
t
AI
PLANNING
FAX A 'h 1 a
a.
TENANT IMP
I
R0 VEIWEN T 2910 HIGHVVA Y 32.,
I
CODE ANALYSIS.- f APPROVED*- BLDG. PERMIT # BP 042522
I
5UILDINO USE: Church (A.5) $ Undeveloped I
TYPE OF
OCCUPANCY THIS T.1. : A.3
TYPE OF CONSTRUCTION: Type 11-N
is ,allowable
�LLCI�I��LE ,�+�,EA; C1,1005c�,. Ft. has ,
ALLCI^IA LE AREA INCREASES: 2 Side Separation 4C' Mir Yard ®( 40' - 20'x 1.25%/FT 25% Increase) �
Max Allowable For 2 Side Separation = .50 Increase
'vIAXIMUM ALLONA15LEAREA: 11,5-75 5c�. Ft. - Actual A IC Therefore 0,K. �
I
MIXED OCCUPANCY RATIO:
I
5,5oo s -i=- (A-5) I
- 305 < I
1,5-75 5.1=.
7CCUPANCY LOAD ASSEMBLY: CHURCH: 1245 S.F. /7 = 1-79> OCCUPANTS 12 EXITS REO' . -w 2 EXITS PROVIDED'I
REOUIREl-,-) DISTANCE 5ETVqEEN EXITS = 40'-2" SEE PLAN
I
R.EADINO / OFFICE: READING: C175 Sa F. / 50 I(�i.5 OCCUPANTS I
OFFICE: 21 S.F. / 100 =5 OCCUPANTS
I
I EXIT REO'D. ® I EXIT PROVIDED I
5TORAOE: 645 S.F. / 500 = 2 C CC UPANT(5
I EXIT EO'D. m I EXIT Pi C\/I DED
-ANOINOS AT EXIT DOORS SHALL COMPLY loll PATH OF TRAVEL AND ALL A0(,ESSIBILITY KEG'S.
I TT�ITlf
HANDICAP FARKIN& 4 PATH OF TRAVEL AFFROVED FOR SHELL
I
,
I
I I�
I i
I (
U
. �1„ d.
le.
j 9' " <_
! a0
I I T
I '
I I
steel PooF Panels —
R -I,--1 Irn5vlation ..vvy
5/a" Typo 11X" Oyp. 5d. each side
of 6" Steel Studs at 16" o.c.
Attach w/ I" Type "5" Screws
g>" o.c. at joints, 12" o.c. Field
stagger joints, UL Des U465
Hilti DNI57®5 - Powder -------\
,activated Fasteners ® 4,5" 0.6
#a TEK Screw
at each stud.
7"
Pur I ills
i
I
Dee
Le Track
ecr w from above Roof Sheets
I
Deep Lea Track I
Screw to ottom of Frame
I
'Deep Leg Track rew -to
Frame, w1#5 Self. -Tapping Screw at 36^�'
5teel 5tude Shall 10c:
SCAFCO (0005125-50
Deep Leg Track
S 28°48'12" W
T -9-2' --
L
TRATFORMEF
PAD
------------------------------
-I--- --------- --------------
EXIST, SEPTIC
---------------------------
r
EXIST, EXISTING,l UHDING SHELL
WELLS T
PRE VIO USL Y APPR 0 VE D
-1322F
EXIST. BUILDING
I Building
Permit # 01
AP 042-090-086
SSW
S/W -
JIEEE] a] 0
EXIST. PARKING LOT EX15T. EXIST, PARKING COT EXIST.
HYDRANT HYDRANT
/ LIGHTI Ex ciFV
WV EXIST 'H- E.. pT
cam_ —-__-- _ --- - —
RELOCATE EXIST. HYDRAN_I_ m� .� �m -..� -- ®� m �-, m m® - -
-FT—I—T--FTTTT-1TTF1-
ASSUMED PROPERTY LINE \ �� � �i � v
q0 21
7 f�Off 7 -a �T
CD
I
o to
v T
RX �
ff G _ a p 75® II 2� _�
iS1,11
�-0 f® r I
I.
Ex
�E 154.55 FF I
AP 042-090-087
/x
79 f P
a I
L/S� �-Lz�
1130-F
N 28"48'06" E
613,79
AS UMED PROPERTY LINE
I-- AP 042-090-088
Q N L K 3 1
I '
i,
I I I I I I I I I
I I I I I I
..........
Han
cop Alice sible Porki
s and
Pr
a o 7r^ vel and
Approved
SHELL 1I
II II
I
i
PERSONAL
e -
viovsly
�
TRAINING
G. PERMIT RP 04252
EXERCISE
—
— — — —
— —
'vv Y�
rfB,
AREA
�g �+
0-00 if. r-0 s
S-1OCCUPANCY -BLDG. �7HELL
SHELL
-1 OCXUOUSE
B OCCUPANCY S-1 OC;CUPANC
I
N
I B�G. 252-1 I
1
�1ER T # BP Y ®
(Pro"es `na'vices3
N
O
UNIT S00
UNIT 1400 a UN/IT 1500
214" 26r®4ff
�00.
I I I I I I I
I I I I I I I
... ... . ......
I I I I I
�I, jj�j, S���L 1 t �, 11 AUTO REPAIR AUTO REPAIR
S•3 OCCUPANCY S-3 OCCUPANCY
RLbG PERMIT # RP 01�521
UNIT 2100 UNIT 2200
I I I I I
I I I I I
RI%N
Renewal ate
g /F`t
C J7
LARRY
oIIN
C�9J F AN
234A WEST
THIRD S- TR ET
SUITE F
CHICO, CA
9
L
r
ARCHITECTURE
PLANNING
530.89 8.8 22,0
FAX 343.6358
�n
N#F
I
r..
E,
T�YF
26r®�fr �4#y
,p
U 04
Al
of
I
I Dr. LEC
Ck
x�
I
' Dt. 5.29 , 2006
Sc. AS NOTED ,'
Into
011�J7 3
I f Y
.�ax
CILING L
a_p AN
� fli
M
1; 7KI? -
Signature
SCALE 14" ® l' -O"
s L%
234A WEST
THIPID TREE
SUITE
CHICO, CA
9 5 9 2
gf'rAIR -
ARCHITECTURE
+ gq� LAA I
NG
530. .822
FAX 343.61358
its.
k lits IU.!i I ftl 14 I .Jj I_____ _
I
Q 2
�r
posted on Storefront
at +5'-0" ab. floor
121 x 12' Roll -up
%'
15'®10114"
T/,
IS'm10112"
#RIDOR
NTE: J ccupancy f F' CES is 7
l Both sexes are Tbiole ted there ore 'let .Ilan shalt(0Z
both sexes. - Set Woom Nme anges
Jc�
A _5
-�
x Lader to attic
OP
L------- I--- -- -----�
� I TOILETI
I I
OFFICE E). JT
II
Roll -up Door
RDOUS MATERIAL SHALL BE USED OF STORED IN THIS PROJEC
-NOTE: NO CLASS j;, CLASS II, CLASS III -A LIJ(,,
IN "i •f
tv 1
® W x 4'Window /— /� "/ , � III ,�_
for, fro / 'x 'D oor
and 'x7'
SCALE: 114" ®1'®0"
actile Exit Sign per CBC 1003.2.8.6.1, #1
and CBC 111 7 .5.1® (Grade Level) ,
P
TOILET
1 n
VA E OUSE EXIT
NOTE: Exterior Exit Doors shall have Key Locking Hardware �
Required Exists shall have a sign w/ 1' letters stating:
T'
► IS UST' REMAIN UNL CED DURING BUSINESS GU $F
APPROVED
Butte oun�
Envir rr ntel e .tih
igneture
Clear Landing
=7 Exit Door
�
'18
C� 0 9 '
� �:
'�/� /�
U ���--��—�---�----��Whh id
1 � ' )
�\�\ �\
'-0 ,r
/ 5'- 0
r —0 r�
25
/] , —0 r/
, —o
21D
17`X17' |
._ ._
17'X1�'
� ^- �
| 17`X17^
� � ^-
| 17`�17'
� _ .-
R0|i|P D()()R
D0|||P D0/l[7
P(l|| ||P [l(l[)p
[7[l||i|P D0[)p
/l
) 0 ))
-m -
PARKING | PARKING | PARKING | PARKING
2-
/
--- / �
| ��
| | ��/
25'-
)5, 0"
�
�
ALL PANELS ARE CONSTRUCTED OF YBGA (0.0478") GALVANIZED STEEL ALL ANGLES ARE
CONSTRUCTED OF 14GA (0.0747^l GALVANIZED STEEL' SUPPORT STRUCTURES
(C—CHANNELS' |—BEAMS,ETC] ARE CONSTRUCTED 012CA '0.1046^\ GALVANIZED UNLESS-
STATED
NLESSSTATED OTHERWISE.
AFC SPRAY BOOTHS ARE CONSTRUCTED TO THE STANDARDS OF THE NATIONAL FIRE
PROTECTION AGENCY /NFPA-33l, OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION
(OH9A). AND ENVIRONMENTAL PROTECTION AGENCY (EPA).
FINAL ASSEMBLY AND INSTALLATION, VV|R|NG. AND FIRE SUPPRESSION ARE DONE BY OTHERS
(NOT AFC) AND MUST BE DONE IN ACCORDANCE WITH NATIONAL SAFETY CODES UNLESS
STATED OTHERWISE BY LOCAL AUTHORITY HAVING JURISDICTION.
� 1 ��
�Z [� �\
r /,
—7/� /�
DESCRIPTION DATE I By
SYSTEMS-
AFC
FINISHING
SYSTEMS
25OAIRPORT PARKWAY, OROV|LLE. CA 95965
(800) 331-7744 (530) 533-0179 (FAX)
http://www.ofo—Co.com email: oo|ooKDofc—oo.00m
THIS DRxwxG /3 THE pn8pEwTY OF APO nw|SxIN0 SYSTEMS AND IS NOT TO BE LOANED, COPIED
OR oupucATso owLEss IN omez Cnwwuuow WITH AFC nw|S*mc rrmcwo. ALL msms
DRAWN FOR:
ST'
r
296'1 HWY 32, STE 35
CHICO, CA 95973-8656
DESCRIPTION:
PLAN VIEW
DRAWN BY:
CHECKED BY:
APPROVED BY:
DATE:
JDD
04/12/06
JINSTALLED BY:
FIELD CHANGED BY:
SCALE:
DRAWING NAME:
5/e�" Typeeyp. 5d. coch side
of b" Steel Studs ot
Attoch k4l I " Type "S" 5crcv4s
9>11 o.c. ot joints, 12" o.e,. field
5togger joints, UL Dee U465
Hilti DN15-ID5 - Powder
Activated Fasteners @ 49�" o.c
#� TEK 5erc&,4
at each stud.
LIJ
L%
r
Existing Handicap Accessible Perking
5pc6as and Path of Travel and
venage - Provicusly Approv-0d
Steel Roof Fone,15
Fur I ins
DeeSmTrack obovoof Sheets 5 r, r &tov4 Lf er "3 R 'ate
— Deep Lop Track
5cr6v4 to-bottorn of Frorna
— Deep Laq Tro6?1- 5cravq to
Frome W 1,15 5e,`!¢-Toppinq 5crcV45 at 56, 0 r-
5tool Studs Shall be:
50AFC,0 # (6005125-50
20 Ca. 501v -
Deep Lag Tro6k
EXIST. BUILDING
S/W
TRANSFORMER/
PAD
EXIST,--<
WELLS ,
S 28*48'12" W
613.92'
----------------------------
EXIST. SEPTIC
MOM ANSI w
Bu- tte County Building Permit
LP 042-090-086
ii \��. ), — EXIST. PARKING LOT EXIST. EXIST. PARKING LOT
LIGHT HYDRANT Wv
EMST
II I
s�
'0 Ld c 0 09 99
,q RELOCATE EXIST. HYDRANT
ASSUMED PROPERTY L�WE
71 F -Off
it
T—
I r� F7 F7 F71 S/W r7 r7\\LV
—7
T -/s
60?.O?p
0
76
154.55 FF
SS
T
FqJ
AP 042-090-087
U�
hN11X14,Nhw.1
73-=
SS - SS
N 28048'06" E
__
613.79
AS 5UMED Pfl? OFER TY LINE
AP 042-090-088
651%
BLDG. SRELL "A PERSONAL
TRAITNING
G. PER AUT # BP 04252 1 EXERCISE
WMISE AREA WARMAOUSE
"90. S-1 OCCIMANCY BLD G1. SHE L B B OCCUPANCY 'S.1 OC(CVPAN(:
gross I I
vnrar
B DG, PER rT # BP �Ml Uw11w UMT1"
26!-4" 26!-4"
as W.8
T
L14
CHURCH
A-3 OCCUPAN(
ad -
MT
IST*
f
EXIST.
HYDRANT
cn
21
C�
M
BUILDING PARMING SEE SHELLDA VELOPMENT
Il V I I I I. V I I IN Ir���=f
E' I J
APPROVE0
W
d
4" 57EELo 5TUOr2 0 16" O.Cs
ROOM NAME
ON LATCH 510E 0F 0008
ERAILALaE' ®+ ,y0„
6�
H 9 -Opt ry
L t/ QRS'
d_l
i1
!LI
T=7 y
0
l
RIPSE VENT
EDWIN ,
Scraw ®own Mata/ RooPin �Cr&w ®own Mata/ RooPin
o/ R®l® Vinyl Focad Insulotion o/ R-10 Vinyl Focad Insulation
12
e
ro
R-10 Vinyl Poe -ad Insulotion
II
R®10 Vinyl Faced Insvlotion
It
1:
y
y
Q
C21
p
;flII
d
y
II
Py
y
II
y
II
II
WAREHOUS
y
II COVERED WALKWAY
yUn-HeatedII
y
y
y
�J
d
Ill
4" 57EELo 5TUOr2 0 16" O.Cs
ROOM NAME
ON LATCH 510E 0F 0008
ERAILALaE' ®+ ,y0„
6�
H 9 -Opt ry
L t/ QRS'
d_l
i1
!LI
T=7 y
0
12'x 12' ofl-up Door
Renewal0�;
l
LARRY
EDWIN ,
e
12'x 12' ofl-up Door
Renewal0�;
l
LARRY
EDWIN ,
us- E,
ACTIVE 10-uIiTFTEC,.E AR
1 0 [e] I
[AMMMURNA
5 a ted
s
UNIT 2100
w/3IxTDoor
idelite
&431 on w/ 'Door Storer tw/3' oflr I I
aej ' �d 3I ' et e L _ _ _ _ LJ
mm
PARTIAL FLOOR PLAN
�j
:,
ff
ow ff7MEMIZ= New Steel Stud WaUs
APPROVED SCALE. V8" m F-0"
Butte g unty
Env' n m,n I I i#f
t 7
signature
� � 4