HomeMy WebLinkAbout071-390-003
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CDF FIRE SAFE REQUIREMENTS
7/- 39-x_3 g�- 02 fJ'✓•�
AP# PERMIT # NAME
Under authority of PRC 4290, the following checked items are required
by the Butte County Fire Department and are made a part of this permit.
These requirements are minimums and will be superseded by Butte County
local regulations which equal or exceed these standards. Field
inspections will be made by the Butte County Building Department for
compliance.
[ 1272.00 Maintenance of Defensible Space. To ensure continued
,\ maintenance of properties in conformance with these
standards and measures and to assure continued avail-
ability, access and utilization of the defensible space
provided for in these standards, annual maintenance
must be provide for by the land owner.
Driveway Standards
[�] 1273.02 Surface. All driveway surfaces and structures (bridges,
1273.07 culverts and other apparteaant structures which supple-
ment the roadway bed or shoulders) shall provide unob-
structed access to conventional drive vehicles, includ-
ing sedans and fire apparatus weighing up to 40,000
pounds.
[ 1273.03 Grade. Not to exceed 16 percent unless paved.
1273.04 Driveway Radius
T 1. No roadway shall have a horizontal inside radius of
curvature of less than 50 feet and additional sur-
face width of 4 feet shall be added to curves of 50-
100 feet radius; 2 feet to those from 100-200 feet.
2. The length of vertical curves in roadways exclusive
of gutters, ditches and drainage structures designed
to hold or divert water shall be not less than 100
feet.
{] 1273.05 Turnarounds. If required, will have a minimum turning
radius of 40 feet from the center of the road.
1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30
feet long with a minimum 25 foot taper on each end.
1270.10 Width. all driveways shall provide a minimum 10 foot
\ traf f is lane and unobstructed vertical clearance of 15
feet along its entire length. .
Page 1 of -3-
�tJT E C^OUN'fi'1�
PRQV'
5
AP # PERMIT # NAME
[
1273.10 Turnouts. Driveways exceeding 150 feet in length, but
less than 800 feet in length, shall provide a turnout
near the midpoint of the driveway. Where a driveway
exceeds 800 feet, turnouts shall be provided no more
than 400 feet apart.
[�]
1273.10 Turnaround. A turnaround shall be provided at all
building sites on driveways over 300 feet in length and
shall be within 50 feet of the building.
1273.11 Gates
1. Gate entrances shall be at least two feet wider than l
the roadway it serves.
2. The gates must be located at least 30 feet from the
roadway and shall open to allow a vehicle to stop
without obstructing traffic on that roadway.
[ ]
3. Where a one-way road with a single traffic lane
provides entrance, a 50 foot turning radius shall be
used.
Fuel
Modification
1276.01 Setback for Structure Defensible Space.
1.
2.
All parcels 1 acre and larger shall provide a mini-
mum 30 foot setback for buildings.and accessory
buildings from ul] property lines and/or the center
of the road.
For parcels less than l acre, local jurisdiction
shall provide for the same practical effect. See
Other Requirements below.
1276.02 Disposal of Vegetation and Fuels. Disposal, including
chipping, burying, burning or removal to a landfill site
approved by the local jurisdiction, of flammable
vegetation and fuels caused by site development and
construction, road and driveway construction and fuel
modification shall be completed prior to completion of
road construction )r flaal inspection of a building
permit.
Page 2 of 3
7/, 3rj—D3� PERMIT 'aME
AP #k #
j other Reauirements
[ ] If Building Setback is 15 to 30 Feet:
- Class A or B roof
- Enclosed eaves
[ ] if Building Setback is Less Than 15 Feet
Choose any 3 of the following:
- Metal or no doors on side toward property line with insuffi-
cient setback
- Class A or B roof with enclosed eaves
- Interior automatic sprinkler system per NFPl, 13D
- Glass area not to exceed _0k of wall area toward property
dine with insufficient setback
- Siding from the following list:
Stucco - 3 coat
Hardi-Board or Plank
Masonry
Masonry veneer
Metal
Other Butte County Fire Department approved materials
�/_z3
Date
Page 3 of 3
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BUTTE CO. FIRE DEPT.
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CALIF. DEPT. ofFORESTRY
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A SET BACK. OF 1) FT. FROM THE SIDE AND
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L Owner's Name :_bA fUrj t 5 f3o ZA4j rX2 Wq�jb1Z
2. Assessor's Parcel Number n> i p — po'3 —ooc.,
3. Installer's Name.
4
4. Is the site currently under permit? Yes[ ] No[Vj Permit No. >,
5 Is the site an existing site? •Ye#N NoW (If yes, furnish two plot plans).
6. What is the electrical rating of the mobilehome? 100 Amperes. ;
7. What is the mobilehome site circuit breaker rating? 1 d O Amperes.
E. What is the electrical rating of the mobilehome site? 2cX) Amperes.
9. Is the main service remote from the rhobilehome site? Yes[ ] No[)(J If it is, what is
the rating? Amperes.
10. Is there any other electric load to be served by the mobilehome site electric service
(i.e. well, garage etc.)? Yes[ ] No[ ] If yes, please identify the load and size: ,
a) The mobile home site:
Load- _c�,(=r_L Amperes-
b)'
mperes-b)' The main service:
Load- Amperes-
11. Type of gasjservice at mobilehome site: Natural[ ] PropaneM None[ j
12. Size of gas pipe at the mobilehome . site from the . meter or
tank: inches.
13. What is the gas pipe length from the meter or tank to the mobilehome? ft.).
14. What is the mobilehome gas demand? B.T.U.*
*(This information is not required if the pipe length is less than 6 feet on natural gas or
less than 50 feet on propane).
THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO
PROCESS THIS PERMIT APPLICATION
i
May 1995
2.5
0
,3
�— Manufacture .Year: ' 1 Ct.`i ,
Mobilehome Manufacturer:(u��c . 'i
If other than single wide, furnish Setup Model Number: '15�� �— ver 3 i
Width: 38� 1 dA.) Length:) Tagalong or Expando 'Size �- (ft.) x=(ft.) '
On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's
installation manual and structural setup sheets.
FOOTINGS:_ Wood pressure treated or foundation grade[ ] Other:
SUPPORTS: Concrete block[ ] Other:
Provide Tie Down Specifications for all Mobilehomes:
Pier Footings Sizes and Location
SWGLE WIDE MULTI --WIDE
Line 1 Line 2
Ling 2 .................................................................................................
Main Beams ..........
................................................................................ 92
Line 2 t . Line 3
Line 1 Lino 2
............................................................................................. i
Main Beams
•, Line 2
........................................................................................... Line 1
...........................................•• ine S ,
Tag or Triple ine 4
ine 1
Line-I.Piers: ,
Size minimum: 1 Z 1 x
maximum:
HO,Spacing
From ends-maximum
Line 2 Piers:
�a
Size minimum:
[ 1"Z- x
Spacing maximum:
!� `
From ends -maximum]
1 `
Line. 3 Roof Loads:
Size minimum .
-_L4 tp 3L�St
Location (from front):.
Line 5 Roof Loads:
Size minimum:
Location (from front):
May 1995
Line 1 Openings
Size minimum: [ . x [ '
Each side of openings
with width over: `
Y •
Line 4 Piers:
Size minimum: 11-2-1x (771L.-
Spacing
zy.Spacing maximum: o `
From ends -maximum: D `
L�.3 Z`1.c30 4><39 `1x30
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PLAN SINGLE WIDE MOBILE COACH
DOUBLE WIDE MOBILE COACH scale: 1. 10'
Scale: 1" - 10'
µ!
1 so I" avemn2c faR cmprim,
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NOTESTANDARD PIER FOOTING SPACING 80
FOR MORE THAN TRIPLE WIDE UNITS. SUBMIT PER MOBILE HOME MANUFACTURER'.'
LAYOUT TO THARP & ASSOC. FOR APPROVAL.
INSTALLATION MANUAL
STANDARD PIER & FOOTING SPACING CONFICURAT13M SHOWN IS THE MINIMUM
PER MOBILE HOME MANUFACTURER'S NUMBER OF PADS REQUIRED.
INSTALLATION MANUAL
CONFIGURATION SHOWN IS THE MINIMUM
NUMBER OF PADS REQUIRED.
36. 1/2'
Wr I I Vir rtAw
STAIWtH SHIEL
ANCHIP 0"01
3.5'
4m4 -4x4 vwr—f
PRECAST CONCRETE
FOUNDATION PAD
SCALE, V 1.5'
31'4' PLYWOOD SHEETS
SCREWED TOGETHER WITH
30'x32'x3/4' 12 #9 x 1 1/2' FHWS
PLYWOOD
ELEVATION
NOT TO SCALE
z 60
HOLES FOR IF
31
112' x 2 V2' C-2. ■
180 3W
PLYWOOD
60
r-, 32'
ALTERNATIVE PLYWOOD
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SCALE, 111=15'
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4. m lip muw
COACH Si" 1101m
1. uAxmm tsNcrm or xv4OLS wmg CoAcif - U FEET
2. - MAXIMUM LKNIT1111 OF DOUBLA WIDE COACH - 70 MT.
3. UNLESS APPROVED By THARP a mmc� mom To mm mmiff NOT m vmEm-
L I FEET FOR $DIOLS WWK COACM
b, 10 FEET FOR 3W DOUBLE W= COACHES
46 13F11TK*3W.3f. 6390011,1111I.AWMCOACHES
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5. FOR ANY OOACH SIZE OTHER THAN AS MOWN ON THIS PLAN Oa ROPERENCID ANOV& THS, MR AM PAD
LAYOUT 01" 89 RZY11WO AM APPROVED BY 001IIAW K rRAU A ASSOCIATES.
MUM& NQ3jj-*
I IFACINO SHOWN ON Tm PLAN An FOR coAcm WITH io RICH AND a RICH BEAMS Olt I WH P-4=
COULWATOBL4NIS.
I ANY OTHER I INCH BEAM 11 NOT TO CANTnSV&K MORE THAN 6.0 FRT 014 EACH END OF UNIT
AND SPACM OF UMM PIERS CAN NOT VX= I&S MT.
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AN.Not to Scale
PLAN SINGLE WIDE MOBILE COACH
DOUBLE WIDE MOBILE COACH scale: 1. 10'
Scale: 1" - 10'
µ!
1 so I" avemn2c faR cmprim,
r-0 C 0 WfAXAM
NOTESTANDARD PIER FOOTING SPACING 80
FOR MORE THAN TRIPLE WIDE UNITS. SUBMIT PER MOBILE HOME MANUFACTURER'.'
LAYOUT TO THARP & ASSOC. FOR APPROVAL.
INSTALLATION MANUAL
STANDARD PIER & FOOTING SPACING CONFICURAT13M SHOWN IS THE MINIMUM
PER MOBILE HOME MANUFACTURER'S NUMBER OF PADS REQUIRED.
INSTALLATION MANUAL
CONFIGURATION SHOWN IS THE MINIMUM
NUMBER OF PADS REQUIRED.
36. 1/2'
Wr I I Vir rtAw
STAIWtH SHIEL
ANCHIP 0"01
3.5'
4m4 -4x4 vwr—f
PRECAST CONCRETE
FOUNDATION PAD
SCALE, V 1.5'
31'4' PLYWOOD SHEETS
SCREWED TOGETHER WITH
30'x32'x3/4' 12 #9 x 1 1/2' FHWS
PLYWOOD
ELEVATION
NOT TO SCALE
z 60
HOLES FOR IF
31
112' x 2 V2' C-2. ■
180 3W
PLYWOOD
60
r-, 32'
ALTERNATIVE PLYWOOD
FOUNDATION PAD
SCALE, 111=15'
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DEEMED rop, 140 M Wra UW M XWOU AM PIALL W
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S. STRUCnIRALETREL'
L gjWjC0NpoRUToA"A36T -36FAMV4l3M
ate k 1HAM11&FA3RJCATZDZ6M1TOA11CMC=AT1OK
L SK"=WXLl=ACC101W*TQAW1V%WWA7%M
NG L umcf*wlm sm
iL FLAT1111i A97UAM
III. ANCHOROXT11: ANTU A307
IV. 6MIJ: . . MIORS-AFTUA449-ASIUA325
V. THREADED ROD: COW DRAWN LAW CAR" VAUJIMBILS
A
THE POIR AND RIDGE BLAS/ mjppORT AuguKja SHALL, u coAm wrM SIMMAN WUJJAW Z614W2 M
APPROVED EQUIVALENT AND /HAIL BE LISTED AM IAMM BY CFM= TBST9" AM 000"T=
LATERAL' 1700 U MAX
vp*Tr.At.. 1300 104 MAX
7. THIS FOUNDATION 18 IN MACM MAMACM= SUO"" CMFMXMW WrM Int
CROBS)OWTS.
TIRE FOUNDATION PLAN 8 DMIONM M BE OONMUC!T1D ON A FAIRLY tPU SITE WITH NO LXWM40 SOL
PROKSM16 asgTTLzu3xTocc= OXTOMMM 1111110=111
9. IN AREAS WHERE DWFZREWM SITTL11MIENT (D.L) CAN OCCUR, MAKWACTURED HOWN 8HALL U
READ)UNTIRD WHEN DAL VX=4 &W. OR WON fT WUL AMUMY W= 1111 UM OF TU
MANUFACTVIRDWOUL
It TJUX SYSTEM 18 ADAFTAX4 TO ITAXPAD 0MUN W"My K= ?=
FOR ROOF LM WADS OFUPTOGO IV, THIS FOUNDATION SYEM MAYBE USED W1ITH THE NUMBER OF C.P.
IMM PI11RS SHOWN ON TRI PLAN UDWVM ROOF LDADI JUMS1 THAN 30 PSF MAY REQUIRE TIM Ult.
OFA=rKKALgrANDWPADANP PMILNMMAPWZT149 M[ANWA=*1IR*4RXTAUATlM MANUAL
FQOPATIQN UR bOlUo
l. nM FOUNDATION PAD SHOWN ON THIS FLAN X A PRECAST COMMSTS FOUNDATION FAA nO PLYWOOD
POLWMTM PAD MAY 1111 USED AN 4TUMn
3.
IL sm M AT DAYS AS TESTED AND MANUFACTIUM BY ETARLITE WWiff CONCRFM
MMMPAD OMMAIMWHMPUPONMX 11 THAT THE LONO PPASNASON OFITIZ PAD BE
wD=mT0THE co#=m"(mm"owTmnAK
L • WHERE MLD CONDITIONS Uq= PAD ROTATION. No MOIRE =M HW Of THE PADS IN A
TRAVERSE LINE CAN a XOT+%Tp 00 THAT TH9 1010 DIMENSION OF TO PADS ARE PARALLSL To
4. m lip muw
COACH Si" 1101m
1. uAxmm tsNcrm or xv4OLS wmg CoAcif - U FEET
2. - MAXIMUM LKNIT1111 OF DOUBLA WIDE COACH - 70 MT.
3. UNLESS APPROVED By THARP a mmc� mom To mm mmiff NOT m vmEm-
L I FEET FOR $DIOLS WWK COACM
b, 10 FEET FOR 3W DOUBLE W= COACHES
46 13F11TK*3W.3f. 6390011,1111I.AWMCOACHES
4. K*TmA vmgomcm rawwwa nAczmwtATmx Al uxm ON TU DOM3 W" M10110 9
COACH.
5. FOR ANY OOACH SIZE OTHER THAN AS MOWN ON THIS PLAN Oa ROPERENCID ANOV& THS, MR AM PAD
LAYOUT 01" 89 RZY11WO AM APPROVED BY 001IIAW K rRAU A ASSOCIATES.
MUM& NQ3jj-*
I IFACINO SHOWN ON Tm PLAN An FOR coAcm WITH io RICH AND a RICH BEAMS Olt I WH P-4=
COULWATOBL4NIS.
I ANY OTHER I INCH BEAM 11 NOT TO CANTnSV&K MORE THAN 6.0 FRT 014 EACH END OF UNIT
AND SPACM OF UMM PIERS CAN NOT VX= I&S MT.
IwvMlrnraw roupp, jknLft sm6m
4RA&fW AM SAFM CCIPL WJW IMI
A P P a 0 V. I ID 4 Tj
suwta fo Com"CTWM mm
0
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sweet C 911« d4 �, ```-�`� �* � /til
few"" of mv*q sw COMMJOY Dsoww
ANDSTANDAM
SPA NO. - L-5
WMWALOF
"%k PW At wfv,.W STATE SUVMMAM,.-J'A4 30 -WR
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I -611-lt
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09/M7
Sc&4 As Shown
Drwm JLT
job 95-36
ohm
OI 1 Sh"to
W
. 4 - 3/r
MAX TUBE HEIGHT
IKxTS
I* SHORT TUBE
14' LM TUBE
I., DIA
4 3/1'
BOLTS X) 0
TIGHTEN
STD PIPE
3/16' PLATE
'6'
To Igo
CLAMP
CLAW
IN -POUNDS
TORQUE
—I-bwm
3/4' THREADED
RDD
(3L/
3/16* PLATE LEGS
TYP OF 4
Tj
u0mLFT--
5/16' PLATE
5/8' X 1 1/40 BOLT
WITH HARDENED WASHE
o
SEISMIC PIER
Not to SC
C.P. SEISMIC PIER#1
PATENT PEND I
NOTE,
Lev
100 IN -POUNDS IS EQUIVALENT 70 15 FT
-POUNDS
2- 3/9' x V JOLTS
FIELD DRILL HOLES
OPTION OF
4 - 114 TEX STS
COACH C
OR J BEAM
1/4'x2'x4.
3* x 30
PLATE
ANGLE 3' WIDE
smic PIERS
k IrOU"ATION
-
?AD/
4 112'
SEISMIC
T
KILT S
PIER
OUTLINE
or U011111.3
COACH %t
..,TYPICAL BEAM
SINGIr. WIDE
TYPICAL
rnmmFr T Tnm,,�
12'.14
AN.Not to Scale
PLAN SINGLE WIDE MOBILE COACH
DOUBLE WIDE MOBILE COACH scale: 1. 10'
Scale: 1" - 10'
µ!
1 so I" avemn2c faR cmprim,
r-0 C 0 WfAXAM
NOTESTANDARD PIER FOOTING SPACING 80
FOR MORE THAN TRIPLE WIDE UNITS. SUBMIT PER MOBILE HOME MANUFACTURER'.'
LAYOUT TO THARP & ASSOC. FOR APPROVAL.
INSTALLATION MANUAL
STANDARD PIER & FOOTING SPACING CONFICURAT13M SHOWN IS THE MINIMUM
PER MOBILE HOME MANUFACTURER'S NUMBER OF PADS REQUIRED.
INSTALLATION MANUAL
CONFIGURATION SHOWN IS THE MINIMUM
NUMBER OF PADS REQUIRED.
36. 1/2'
Wr I I Vir rtAw
STAIWtH SHIEL
ANCHIP 0"01
3.5'
4m4 -4x4 vwr—f
PRECAST CONCRETE
FOUNDATION PAD
SCALE, V 1.5'
31'4' PLYWOOD SHEETS
SCREWED TOGETHER WITH
30'x32'x3/4' 12 #9 x 1 1/2' FHWS
PLYWOOD
ELEVATION
NOT TO SCALE
z 60
HOLES FOR IF
31
112' x 2 V2' C-2. ■
180 3W
PLYWOOD
60
r-, 32'
ALTERNATIVE PLYWOOD
FOUNDATION PAD
SCALE, 111=15'
3. T" Mm LoAm OWL u cmummff wrrU NOW UVI LOADS WIND LOOA AM I Sm . Al
UTAXJPUP M&MMAMTNUUMWMUNA,MMLWALM"
3. TMpotaMTMOOMUDUO TOCOMM MMAMMAXWFO*MnM
4, AMYWnMAUTOUMMMNYMK~U"7=LMMMRMCOMMnMpWr"An
DEEMED rop, 140 M Wra UW M XWOU AM PIALL W
COINDMOta
S. STRUCnIRALETREL'
L gjWjC0NpoRUToA"A36T -36FAMV4l3M
ate k 1HAM11&FA3RJCATZDZ6M1TOA11CMC=AT1OK
L SK"=WXLl=ACC101W*TQAW1V%WWA7%M
NG L umcf*wlm sm
iL FLAT1111i A97UAM
III. ANCHOROXT11: ANTU A307
IV. 6MIJ: . . MIORS-AFTUA449-ASIUA325
V. THREADED ROD: COW DRAWN LAW CAR" VAUJIMBILS
A
THE POIR AND RIDGE BLAS/ mjppORT AuguKja SHALL, u coAm wrM SIMMAN WUJJAW Z614W2 M
APPROVED EQUIVALENT AND /HAIL BE LISTED AM IAMM BY CFM= TBST9" AM 000"T=
LATERAL' 1700 U MAX
vp*Tr.At.. 1300 104 MAX
7. THIS FOUNDATION 18 IN MACM MAMACM= SUO"" CMFMXMW WrM Int
CROBS)OWTS.
TIRE FOUNDATION PLAN 8 DMIONM M BE OONMUC!T1D ON A FAIRLY tPU SITE WITH NO LXWM40 SOL
PROKSM16 asgTTLzu3xTocc= OXTOMMM 1111110=111
9. IN AREAS WHERE DWFZREWM SITTL11MIENT (D.L) CAN OCCUR, MAKWACTURED HOWN 8HALL U
READ)UNTIRD WHEN DAL VX=4 &W. OR WON fT WUL AMUMY W= 1111 UM OF TU
MANUFACTVIRDWOUL
It TJUX SYSTEM 18 ADAFTAX4 TO ITAXPAD 0MUN W"My K= ?=
FOR ROOF LM WADS OFUPTOGO IV, THIS FOUNDATION SYEM MAYBE USED W1ITH THE NUMBER OF C.P.
IMM PI11RS SHOWN ON TRI PLAN UDWVM ROOF LDADI JUMS1 THAN 30 PSF MAY REQUIRE TIM Ult.
OFA=rKKALgrANDWPADANP PMILNMMAPWZT149 M[ANWA=*1IR*4RXTAUATlM MANUAL
FQOPATIQN UR bOlUo
l. nM FOUNDATION PAD SHOWN ON THIS FLAN X A PRECAST COMMSTS FOUNDATION FAA nO PLYWOOD
POLWMTM PAD MAY 1111 USED AN 4TUMn
3.
IL sm M AT DAYS AS TESTED AND MANUFACTIUM BY ETARLITE WWiff CONCRFM
MMMPAD OMMAIMWHMPUPONMX 11 THAT THE LONO PPASNASON OFITIZ PAD BE
wD=mT0THE co#=m"(mm"owTmnAK
L • WHERE MLD CONDITIONS Uq= PAD ROTATION. No MOIRE =M HW Of THE PADS IN A
TRAVERSE LINE CAN a XOT+%Tp 00 THAT TH9 1010 DIMENSION OF TO PADS ARE PARALLSL To
4. m lip muw
COACH Si" 1101m
1. uAxmm tsNcrm or xv4OLS wmg CoAcif - U FEET
2. - MAXIMUM LKNIT1111 OF DOUBLA WIDE COACH - 70 MT.
3. UNLESS APPROVED By THARP a mmc� mom To mm mmiff NOT m vmEm-
L I FEET FOR $DIOLS WWK COACM
b, 10 FEET FOR 3W DOUBLE W= COACHES
46 13F11TK*3W.3f. 6390011,1111I.AWMCOACHES
4. K*TmA vmgomcm rawwwa nAczmwtATmx Al uxm ON TU DOM3 W" M10110 9
COACH.
5. FOR ANY OOACH SIZE OTHER THAN AS MOWN ON THIS PLAN Oa ROPERENCID ANOV& THS, MR AM PAD
LAYOUT 01" 89 RZY11WO AM APPROVED BY 001IIAW K rRAU A ASSOCIATES.
MUM& NQ3jj-*
I IFACINO SHOWN ON Tm PLAN An FOR coAcm WITH io RICH AND a RICH BEAMS Olt I WH P-4=
COULWATOBL4NIS.
I ANY OTHER I INCH BEAM 11 NOT TO CANTnSV&K MORE THAN 6.0 FRT 014 EACH END OF UNIT
AND SPACM OF UMM PIERS CAN NOT VX= I&S MT.
IwvMlrnraw roupp, jknLft sm6m
4RA&fW AM SAFM CCIPL WJW IMI
A P P a 0 V. I ID 4 Tj
suwta fo Com"CTWM mm
0
dm I"# OU00rim W 6111111im" My OwAdft W
sweet C 911« d4 �, ```-�`� �* � /til
few"" of mv*q sw COMMJOY Dsoww
ANDSTANDAM
SPA NO. - L-5
WMWALOF
"%k PW At wfv,.W STATE SUVMMAM,.-J'A4 30 -WR
j 3a
�Q
K
-jA
6. . ......
I -611-lt
.0
ti
a
z
0
ro
Z
09/M7
Sc&4 As Shown
Drwm JLT
job 95-36
ohm
OI 1 Sh"to