HomeMy WebLinkAbout029-151-008I
29-151-81 0Q. q- 0J,
.11
BUtte W.Fire Dept.
1236 School St., Richvale n4
contr:Sunseri Const., Chic')l
Permit #2477-81B,P(foundation &
bldg. envelope for new Fire Stat*
B
BUTTE COUNTY -0�
1236 School St, Richvale qlf
contr: Craig & Dan Hill
remodel truck bav/firp qtAtinn
rO29-151-008 06-1919
BUTTE COUNTY,
1236 SCHOOL ST, RICHVALE
Cont: AIR VACUUM CORP
FIRE STATION APPARTUS BAY
/ �- 41 —'0
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L LM
r
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
INSPECTION CA"
24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico)
Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds
Permit No:
06-1919 Issued: 11/21/2006
Address:
1236 SCHOOL STEEET RICHVALE
APN:
029-151-008 Permit Subtype: AIR FILTER SY
Owner:
COUNTY OF BUTTE
Applicant:
BUTTE COUNTY FACILITIES SER
Description: AIR FILTER SYSTEM
MUST BE ON JOB SITE
JOB SHALL BE READY PRIOR TO CALLING FOR
INSPECTION. THE INSPECTION CARD AND
APPROVED PLANS MUST BE AVAILABLE FOR EACH
INSPECTION OR THE INSPECTION WILL NOT BE
MADE AND A RE -INSPECTION FEE MAY BE
ASSESSED.
ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING
Inspection Type
IVR INSP DATE
Setbacks
132
Foundations / Footings
Pier/Column Footings
122
Grade Beams
114
Eufer Ground
216
Forms/Steel/Holdowns
122
Do Not Pour Concrete Until Above are Signed
Pre -Slab
124
Gas Test
404
Masonry Grout
120
Masonry Bond Beam
119
Underfloor Framing
149
Underfloor Ducts
319
Shear Transfer
136
Under Floor Plumbing
412
Under Slab Plumbing
411
Gas Piping
403
Do Not Install Floor Sheathing or Slab Until Above Signed
Rough Framing
128
Rough Plumbing
406
Rough Mechanical
316
Rough Electrical
208
Gas Piping
403
Roof Nail
129
Shower Pan/Tub Test
408
Fire Sprinkler
702
Do Not Insulate Until Above Signed
Wall Insulation
117
Ceiling Insulation
118 1
Do Not Cover Until Above Signed
T -Bar Ceiling / RC
145
Gas Test
404
Stucco Lath
142
Stucco Scratch
143
Stucco Brown
144
Building Final
802
Electrical Final
803
Mechanical Final
809
Plumbing Final
813
Project Final
801
PERMITS BECOME NULL AND VOID'I'YEAR FRO
I I 1 11 "a I., ME'S
COMMENCED, YOU MAY PAY FOR A I YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION
Inspector Copy
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR WSPECTION #:(530) 53 ' 8-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #:(530) 538-7541 FAX#: (530) 538-2140
WEBSITE: www.buttecounty.net\dds
PROJECT INFORMATION
Site Address: 1236 SCHOOL STEEET
Owner:
Permit No: 06-1919
APN: 029-151-008
COUNTY OF BUTTE
Issued Date: 11/21/2006 By KEJ
Permit type: COMMERCIAL
25 COUNTY CENTER DRIVE
Subtype: AIR FILTER SYSTEM
OROVILLE, CA 95965
Expiration Date: 11/21/200
Description: AIR FILTER SYSTEM
Occupancy: Zoning:
Contractor
Applicant:
Square Footage:
WEBSTER ELECTRIC
BUTTE COUNTY FACILITIEr,
Primary SF 2nd Occ SF 3rd Occ SF
363 CANYON HIGHLANDS DR
2279 DEL ORO AVE SUITE F
OROVILLE, CA 95966
OROVILLE, CA 95965
(530) 533-8522
1 (530) 538-7407
4th Occ SF 5th Occ SF Total SF
1
FEE INFORMATION
Total Charged: $0.00 Fees Paid: $0.00
Balance Due: .$0.00 Receipt No:
LICENSED CONTRACTOR'S DECLARATION
OWNER / BUILDER DECLARATION
Contractor (Name) State Contractors License No. / Class / Expires
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractors License
WEBSTER ELECTRIC 366446 / C10 / 04/30/2008
Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that
requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance,
also requires the applicant for such permit to file a signed statement that he or she is licensed
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9
(commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license
pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000)
is in full force and effect.
of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects
X 11/21/2006
the applicant to a civil penalty of not more than five hundred dollars ($500];
Please check one of the following:
Contractors Signature Date
1, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE
COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR
OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License
Law does not apply to an owner of the property, who builds or improves thereon, and who does
WORKERS* COMPENSATION DECLARATION
I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations:
I HAVE AND WILL
the work himself or herself or through his or her own employees, provided that such improvements
MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR
WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the
are not intended or offered for sale. If, however, the building or improvement is sold within one
year of completion, the owner -builder will have the burden of proof that he or she did not build or
performance of the work for which this permit is issued.
improve for the purpose of sale.).
I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by
1, As OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED
CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code:
Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
The Contractors License Law dows not apply to an owner of the property who builds or improves
My Workers' Compensation insurance carrier and policy number are;
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the
Contractors License Law.).
Carrier: Policy Number: Exp. Date:
Ffor
(This section need not be comTeted if the permitTs one hundreddollars ($100� or —less)
ElI AM EXEMPT under Section B. & P.C. for this reason:
DCERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS
ISSUED, I shall not employ any person in any manner so as to become subject to the Workers'
Compensation laws of California, and agree that if I should become subject to the workers'
x L2, 11/21/2006
compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those
Owri—ers Signature I Date
provisions.
X 11/21/2006
1 hereby certify that I have read this application and state that the above information is correct. I agree
to comply with all City and County ordinances, rules, regulations, and State laws relating to building
Signitur6 L Date
C(
C
WARNING: FAILURE TO SECURE WoRe OMPENSATION COVERAGE IS UNLAWFUL,
const uction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless
Butte"County, its officers, agents and employees from any and all claims and liability for personal
CRIMI
AND SHALL SUBJECT AN EMPLOYER CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE
HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION,
injury, including death, and property damage caused by, arising out of, or in any way connected with
the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the
DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND
use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte
ATTORNEYS FEES.
County to enter the above mentioned property for inspection purposes. I hereby certify that I am the
pro a er am au ized to act 0 1 p any o7ers behalf.
CONSTRUCTION LENDING AGENCY
11/21/2006
1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for
-Name of Permittee [SIGN Print Date
11
the performance of the work for which this permit is issued. (3097 civ. code)
Owner E] Contractor OR: MAgentforOwnerElgent for Contractor
PW
FILE COPY
Lender's Address city State Zip
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREMENTS
OFFICE #: (530) 538-7541
A FEE WILL BE REQUIRED A T TIME OF APPLICA TION
Website: www.buftecounty.net/dds
"PLEASE PRINT CLEARLY"
OWNER INFORMATION
Last Name County iFirst
Name Butte
Mailing Address 25 County Drive
City Oroville
State CA
Zip 95965
Phone
Fax
E-mail
CONTRACTOR
Name Air Vacuum Corporation
Address 6 Faraday Drive
City Dove
State NH
Zip 03820
Phone 800-540-7264
Fax 603-743-3111
E-mailairvacgl1@aol.com
Lic. #
I Class
APPLICANT INFORMATION
ARCHITECTIENGINEER
Name
City Oroville
Address
Zip95965
City
Fax 538-6337
State
Zip
Phone
Map Bo 7��
Fax
E-mail
Planner
State License Number
APPLICANT INFORMATION
Name Facilities Services
Address 2279 Del Oro Ave. Suite F
City Oroville
State CA
Zip95965
Phone 538-7407
Fax 538-6337
E-mail FacilitiesServices@buttecounty.net
APPLICANT SIGNATURE
X
For office use only:
Zoning
Property Address 1236 School St.
Flood Zone
Cross Street
SRA
I Yes
I No
Occ.
I Type Const.
Subdivision Name
Map Bo 7��
1
Lot #
Planner
I Date Approved:
OVER FOR SUBMITTAL REQUIREMENTS
K:\FORMS\BUILDING FORMS\BldgAppiSubRqmts.doc
PERMIT
NO.
BP06—
BIN #
PROJECTLOCATION
AP# 029-151-008-000
Property Address 1236 School St.
T�ale
Cross Street
WORKER'S COMPENSATION
Policy Number
Carrier
If hiring anyone other than license contractors, a certificate of worker's
compensation must be shown at the time of permit issuance.
LENDING AGENCY
Name
Address
Description or Scope of Work:
Install engine exhaust air filtration systems in
County Fire Station appartus bay
Sq FT- Living Garage Open Cov
0 Structure Built without Permits
0 Proposed Change of Occupancy
(Note previous use):
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one
year after the date of application. In order to renew action on an
application after expiration, a new application, plans and fee will be
REQUEST FOR REFUNDS
Refunds can only be made upon written request by the person who
paid the fee. The request must be made prior to the expiration of the
permit and no construction work has been done. Filing fees, plan
check fees for work plan checked and other department costs are not
refundable.
Page 1 of 2
REV 4-11-06
Received by: Amount:
Bldg
SRA
Receipt #:
Sheriff
SMIP
Date:
Other
Total
Page 1 of 2
REV 4-11-06
Manufacturer of Air Filtration Equipment
and Supplier of Replacement Filter Products
a i r v a c u u m c o r p o r a t i o n CA 6 V� VA L,6
PRX110E QU01 1% ATION — STATION #(Squad 71 & E-97 1)
Safety'Officer Steve Weston DATE: 4/13/2006
Butte County Fire PHONE: 530-538-7173
3-A County Center Drive, FAX: 530-538-6760
Oroville, CA 95965-6760 L_
DESCRIPTION
QUANTITY
UNIT COST
TOTALS
AIR VAC -911 EXHAUST REMOVAL SYSTEM - Single Ph. 115V
2
$2,940.00
$5,880.00
AIR VAC -911 FILTER PACK (4 -Stage Filter Pack, "Main Filters")
2
$300.00
$600.00
AIR VAC -91 I FILTER GAUGE (Min. one per building section)
1
$100.00
$100.100
UL 508 APPROVED CONTROL PANEL - MGH/AVEC-2C
1
$635.00
$635.00
ACTIVATION PACKAGE - ALE HA70D PHOTO EYE a
1
$200.00
$200.00
N505ATNVST TRACK MOUNTED DOOR SWITCH
2
$38.00
$76.00
CASE OF 12 PREFILTERS (Change on dates indicated below)
12
$6.25
$75.00
ESTIMATED INSTALLATION "TURN -KEY" & DELIVERED
2
$1,599.00
$3,198.00
KAAnF IN] THF I IRA
FREIGHT FOB Origin, Prepaid o TERMS: 1/2 Payment with the order & final payment prior to release.
Lead -Time 8 to 10 weeks. # Buyer is responsible for all applicable taxes related to the purchase of product, shipping and
installation or must provide all necessary tax-exempt certificates; state, local and/or county to Air Vacuum Corporation.
Each AIR VIAC411 Unk ta- Provided With a, TWO YEAR WARRANTY On The Mattor Slower System
'E)
z
0
3
-3
0
Photo
Eye
This quotation has been prepared By: Thomas J. Vitko Date: 4/13/2006
Quotation Prices are validfor 90 calendar daysftom quotation date.
STATION NOTES:
Width: 40'4"
Depth: 34'
Height: 14'
No. of Air Vac -91 1's = ( 2 )
Air Changes Per Hour =( 9.5 )
Approximate Filter
Life Expectancy
Prefilters 2-4 months, Main
filters 12 TO 24+ months.
RO. Box 517 - Dover, NH 03821-0517 - Toll Free 800-540-7264 - Tel 603-743-4332 - Fox 603-743-3111 - www.airvacuumcorp.com
COMMERCIAL
rMASONRY WALLS N E S W
1st Lift
�f t7
n 7dL if
3rdL i f t
4th Lift
5th Lift
q6th Lift
FIRE WALLS (0 cupancy, Area, Prop rty)
Gypsum Board 1st Layer 2nd Layer
Walls
Ceilings
E29--15i--beF qf-4143B
BUTTE COUNTY
9� T 001 St Richvale
U
.1236 Sch & , Dan Hill
contr: Craig bay/fire station
r m( del truck
remulto
4.
%
4,
-ro Cocv-PL-Ar-7,1-
Af- 7X4 - C'e) a v TV
JOB FINALEDAUtal
Slgnature6o!!�����..
CERTIFICATE OF OCCUPANCY ISSUED (Date)
Signature,
V OK
0 Not OK
Not Applicable
Not Read CMMMERCIAL.
Y
Date UNDERfJ.00R (Plans) Ok except #'s
n i ng -Setbacks- Ease ments- FI ood-Slope-Soi I Report
�., Main; Soils-Ufer Ground.-Ftg. Depth
L-o'o'<a�-
s-Bolts-Straps-Embedment-Hair Pins
�Holcl Down
C,:A.,�?,Ioncrete-PSI-Cert-SP. insp.-Loc.
ZtA5emwalls, Main; Steel -Bloc kouts-Wra pped
J&nf. Steel -G rade-Placement
Slab; Steel -Wra pped-Wi re Mesh
ers-Steel
-9r&.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test
40�-fts Pipe; Size -Anchors
11. W!!��pe; Test-Anchor-Regulator�,$ervice Test
4e. -'Electric; Underground, Ungwoalg_
13. Pienums & Ducts; Clearance- Materia I-Suppo rt- Ins.
M. GRders-Sills-Anchor Bolts -Joists -Vents -Cripples
-44.-Masonry-Rebar-Lifts
Date -li-Card B-1 j Date Card B-1
DatQ A=%12ard BI�M"- Date Card B-1
Date PLUMBING (Perm -it) -OK except #'s
16. Water Htr.; Vent -Access -Combustion Air -Baffle
17. Water Pipe; Test & Anchor -Nail Protection
18. D.W.V.; Test -Fittings & Anchor -Nail Protection
19. Sinks -Floor -Grease Trap
20. Hand ica p-W/C- Backing
21. Gas Pipe; Size & Anchors - Firewall Penetrations
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date ELECTRICAL (Permit) OK except #'s
22. Fixture & Transformer Clearance -Ins. Protection
23. Single Phase -Three Phase -Equip. Bond
24. Size Boxes & No. of Conductors -Stapled
25. Romex Installed Close to Edge of Studs & C.J.
26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water
27. Wiring -90o -Protected -Color Coded
28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga.
Cu or Al
29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling
30. Service -Riser Conductors & Ground -Main Disconnect
31. Equip. Clearances Panels-Motors-Mech. Equip.
32. Fire Wall Penetrations
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MECHANICAL (Permit) OK except #'s
33. A.C. Ducts Insulation & Support
34. Vent Fan: Exhaust above insulation
35. Condensate Drain & Overflow; Size & Grade
36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet
37. Attic Access & Platform if Furnance in Attic
38. k.V.A.C.-Ventilation-Roof Access
39. Smoke & Fire Dampers
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FRAMING (Plans) OK except #'s
/4e,-SN�__Proper material & Anchors -Hold Downs
t�,�alls_,Studs-Nailing, Spacing & Bracing -Plates -Sound
. eanL)-W Ils over Girders & Floor Nailing
j,d3--Draft Stop in Walls (rat proof)
L-�_44. .5fe!§tops; Furred Ceiling�-Stairs-Chases
I Header, & Ream -Size & Bearino-SuDoort Fix.
Date FRAMING (Continued) '4,'
46. HaDgers-P ost Caps -Anchors -Connectors
A::��Rbhth i ng -N ai I i ng -Diap. Chord Splice
5- Firbwall-Doors-Area-Occp.-Prop.
A om-ex Protection -Draft Stop -Ins. Baffles
1�0 Uu-Larn cert. -Placement -Support
51. Steel Buildings-Purlin-Girders
52. Property Line Firewall & Openings
53. Ext. Doors -Handicap Access
54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
55. plywood on Roof Overha !�� �Sfter Outriggers
56 Sidina-Nailina-Ven-PAr
'<5_7� S_Wkcgo#desh- Drip Screed -Fd. Vents-Underfir. Access<;;;-,4-a��
58. Glazing Area -Glass Protection -Skyl ights- Plastic -F! re Port[-4V�'_
50
,_-S6,ear Walls -Plywood-Nong-Conn to Roof
60. Insulation-Walls-CdilkYas A'- - '; !:�'
61. �nfiltration-Walls-Windows
lz:�'Corridors-Openings-Fire Protection� raming
Date rd B-1 ate Card B-1
Dai!�;2=,-Card B-1 Date Card B-1
Date FINAL (Plans) OK except #'s
it. Steps -Door & Sidelight Protect ion -Lan d ings
64 Ex its -Size- N u m ber- Placement
65. Furnace; Vents -Clearance -Comb. Air -Connector-
---- 7-nil-a-r�ge; Above Floor-Ducts-mech. Protection
66. �prinklers-Placement-Test
pended Ceiling-Seismic-Wires-Elec-Light & Mech.
68. E))c. Trim & Subpanel; Breaker Sizes & Labels
=,==6=9 Stairs & Rails
_ZQ_Bandicap-Door Levers -Fin. Floor
�Iec. Outlets at Wood Panel; Int. & Ext.
Vents -Clearance -Comb. Air-Connector-P.R.V.
Above Floor-Mech. Protection
::f2:f!�rjfec. & Mech. Equip. Listed for Location
L-3.4--rn-sulation-Foam-Looked in Attic 13 Yes
-----75--GUd_rd Rails & Deck Construction -Post Caps
76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth
--Ctua n-cei-I ked under Floor 0 Ye
,W �2
77. Skl'cco; RrAn-Finish
A - 7 �_
Disconnect, Electrical, Plumbing
____24.-Yents-A'U-6i6 Roof; PI bg.-Appl ia nce- Fi rep lace.-Cleara nce to
Openings
_____dQ__Water-WeIr, -D . isconnect, Electrical, Plumbing
1_1��Trim; G.F.I. Receptacle -Underground
-:::�Off Si te-Park i ng- Handicap
�6n
S.. pwlFc`�ions from Previous Inspections
-'85. Gas Test -meters Tagged; Gas -Electric
�=��r & Sewer Connected -C/0 to Grade -HD Approval
1,<8�7. )Energy Compliance Certificate -Other Certificates
88. Roofing Certific A Fire Rating
DagZ,-X -]Z' tard B-% Date� Card B-1
,]�6 '�
Dajo�f�_ �ard B-1 N5na__-15ate Card B-1
Dat)? ( ' -_ Card B-1 v Date Card B-1
Comments at Final:
Certificate of Occupancy
(NOTE: An entry must be made each time you visit the job site)
I
X COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541
APPLICATION AND PERMIT L
PERMIT NO.
91-4143
ASSESSOR PARCEL NUMBER
29-151-8
ZONING a
. P Q
I \1� I .- -
BUILDING PERMIT
OWNER BUTTE COUNTY
TELEPHONE
SO.FT. OCC. BUILDING VALUATION
OWNER'S MAILING ADDRESS __ -
EST - __.5,C2 C200
CONTRACTOR'S NAME ___FT_E
C C Ch st
_LE P H 0 N E
1 5 3 If SZ 1
CONTRACTOR'V'MAIILING ADDRESS
_I _ S, _r --f C
_ f- r dk_ Mo .'4 t�, ORO 9S
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation is
LENDER'S MAILING ADDRESS
__F��
Filing Fee
$ 15.00
Permit Fee
$
ARCHITECT OR ENGINEER
9E NO.
Plan Checking Fee
$
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDING ADDRESS
1236 SCHOOL STREET RICHVALE
Permit fee
$
PLUMBING PERMIT
FilingFee 15.00
Each Trap
5.00
Solar or heat pump water heater
20.00
LOT NO.
SUBDIVISION NAME PARCEL MAP
1
Water piping
7.00
Each qas water heater or vent
7.001
USE OF STRUCTURE
SFF1 DuplexF� Mobilehomel Other FIRE STATION
SPECIFY
Gas piping system 1 - 5 outlets
5.001
Building sewer
15.00
Mobile Home S I G I W
@ 15.00
ti
TYPE OF WORK
New Ir , Addition [] R emode I FXI UtilitiesD InstallationD Other E]
Describe work: TRUCK BAY REMODEL
Permit Fee
$
Contractor
ELECTRICAL PERMIT
FilingFee 15.00
Main service 600V OR LESS
200A OR LESS
18 - 50
Main service 200A TO 1 OOOA)
37.50
CONTRACTORS LICENSE LAW
I declare nalty of perjury (check one):
;��tsed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
It.
License No. Classification D
0 1, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
0 1, as the owner, am exclusively contracting with licensed CVIILIoL;1-
ors. (Sec. 7044)
I am exempt under Sec.—, Business and Professions Code
for this reason
NEW CONST. ( DWELLING OCCUP.&)
OR ADDNS. ACC.BLDGS.
3.54 sq.ft.
N F NSTSL mut-Ti. UTL�_T
0 W CO SID, R A 0
N N -RE B NC H CIRCU TS)
—
@ 5-00
(POWER APPARATUS.8.)
- SINGLE OUTLET CIR
Ex. Occup( OUTLETS OR FIXTURES
—
20 @0 76,
F AL 0 dF;.q
FIXED APPLNS. OR
Ex. Occup. OUTLETS ( RESI D.) EA.)
3.00
Temporary service
15.00
Mobile Home Facilities
15.00
Misc. Wiring
15.00
Permit Fee
$
WORKMEN'S COMPENSATION INSURANCE
I declare unsv-onalty of perjury (check one):
Ej_,�,e permit is for $100-00 (valuation) or less.
I nave placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
F� I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Contractor
MECHANICAL PERMIT
FilingFee__ 15.00
Heating
Cooling
Hood
6.50
I Venti lation
— -_
i__
FP:erWIt Fee
$
LContractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
a so agr e to save, indemnify and keep harmless the County of Butte against
all liabilit . ies, judgments, costs, and expenses which may in any way accrue
agains(y,id COu9ty-1*n consequence of the granting of this per . t, -
X Date t,7
17/4'7
Signature of Applicant – Owner El Contractor rt- Agent E] I
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
0
TY E
A--, YSO
TOTAL FEE $
HAZ
I D FEES I
IMP
I FLOOD
I CDF
P���D
This permit is'hereby issued under the
sions of the Butte County Code and/or
t
work indicated Mab e for which fees
D OR Of PUEILIC
By C&i tdi—I
PERMIT17XPIRE� (-Oate
applicable provi-i
resolutions to do
have been id
PP/7- Iii.
WORKS;
Date
3
-
Receipt No. EXE]"PT
WHITE-O.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD-APPL I CANT
F R 0 M
Owner
, , j ,
Permit No.
E14 B R� T.IFICATION
Ak�-
P , 0 0 2
LOCATION
A.P. NO.
DESCRIPTION
OF INSULATION
ROOF
MATERIAL
BRANDIINAME
THICKNESS
THERMAL -RES.
EXTERIOR WALL
MATERIAL- FIBERGLASS
BRAND NAME
CERTAINTEED
THICKNESS
THERMAL RES.
CEILING
r
BATT OR BLANKE7 TAft-FibeTglasDRAND NAME
CEVdNTEED.
THICKNES�
THERMAL RES.
LOOSE FILIET-YPE-T—NSUL -SAFE IIIBRAND-NAME CERTAINTEED
THICKNESS
THERMAL RES.
FLOOR,ELEVATED
MATERIAL FIDERGLAS-S
BRAND NAME
CERTAINTRED
THICKNES�
THERMAL RES.
FLOOR, SLAB
MATERIAL
BRAND NAME
THICKNESS
THERMAL RES.
WIDTH
FOUNDATION WALL
MATERIAL
BRAND NAME
THICKNESS
THERMAL RES.
I HEREBY CERTIFY THAT THE ABOVE
INSULATION WAS
INSTALLED 1N THEAROVE
BUILDING IN'CONFORMANCE WITH THE
STATE OF CALIF. ENERGY REQUIREMENTS.,
HAWKINS INDUSTRIES INC. # 62.2 184
FIRM NAME/ NE STATE CONTR * LICENSE NO.
I hereby ce ove in sulation and al;F/e�uired items as shown
on the tuilding Depart. approved plans and attachments have -been ihstalled
as required by the State of California Energy Requirements. I
All equipment, devices and materials are of the quality prescribed or
are specifically approved by the State of Calif.
31 -------------------
FIRM--1E--/OWNER (PLEASE PRINT) STATE CONTRACTOR'S LICENSE NO.
1-1\ i C. A I I
C--gL4i - 9// �
TR I
, WATU E OF CENERAL CON'I'RACTOR/OWNER / DA
This Certificate must be on file with the BUILDINC DFPARTMENT priOT to
final inspection approval and a copy shall be posLed within the building.
.JANUARY 1984
RICHVALE FIRE STATION
FIELD ORDER'- REVISED DETAI
ZI
::c
SS/
rn r-
63 rn
UAMNY Exp. 12/31/92
BUILDING WAR ucP3
E. OF CMA�
APPIRrn)x/='.
GERALM MELE & A89 CIATEE
7337 N. FIRST ST., SU ITE 110 FRESNO, CA 93720 (209) 435-1411 FAX (209) 43 -1169
Consulting Engi
neers
S
GERALD A. MELE, CE SE
MARTIN R. INESS, CE ar
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center -Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
NER
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
I � r � �, , J :— —7-72 Z� / r,— L9 -1-11 V —r—Y Iz). , -,A
OFQjEr
;�gffl gagii
A- 70 0 4 mo-
Date?—,6��iflspector
REV 11/91
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Rodd,'Paradise, CA - (916) 872-6307
CORRECTION NOTICE
..80-7-7-f Cd
OWNER
PERMIT NO.
A routine inspe . indicates that the following violations of Butte County Ordinances exist at
nd
the above add, 2 �a hould be corrected. Please notify this office when correction of work
u o`1'es
iscomplete . If you hav: any questions pertaining to this matter, or need additional explanation,
if Y'
pl iteact this office immediately.
IN
a
COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS
7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541
DATE 12-1.7-91
BARNHART & BROWN RE: RICHVALE--FIRE STATION
P.O. BOX 1576
OROVILLE -CA 95965 A.P. # 29-151-8
With reference to the above subject:
Attached is:
Application for permit Mobilehome Utilities Installation Sheet
Building Plans Mobilehome Installation Information Sheet
Engr. CaIcs Typical Plan Sheet
Owner -Builder Verification Form List of Codes Enforced
OTHER
We need the following information:
Permit application signed and completed where indicated with all copies returned.
Fees of $ payable to Butte County Treasurer.
Certificate of Workmen's Compensation Insurance or check exemption statement.
Contractor's License Law information or check exemption statement.
Complete plans -in including plot plans.
Plot plans in
Structural details in
Complete plans and calcs in by registered engineer or architect.
Energy design including
Street and drainage improvement plan approval from Land Development Section (DPW).
sets of plans -in accordance with the changes marked in red.
Sanitation approval from Butte County Health Department at:
196 Memorial Way,'Chico
7 County Center Dr., Oroville
Skyway & Elliott Rd., Paradise
Planning approval from Butte County Planning Department, 7 Cognty Center Drive,
Oroville, for
Completed Owner -Builder Verification form.
Recorded.copy of deed showing
Recorded copy of agricultural acknowledgement statement.
I X/ OTHER SEE ATTACHED SHEET
Should you have any questions concerning the above, please contact John Henry
of this office. Between 3 & 5 P.M.
Yours very truly,
cc! Gerald �ele & Associates
7337 N. First Street, Suite 110
Fresno CA 93710
JFG/aj
William Cheff
Director of Public'Works
.F. Glander
F
� c hief Building Inspector
i;
I-
RE: Richvale Fire Station (A.P. #29-1.51-08)
Provide information and/or make revisions as follows:
J"f Butte County lies within a 75 MPH design wind speed. Revise design
-PrI, accordingly.
000 The building lies in an area with a history of expansive (adobe) soil.
Provide EI tests demonstrating an index of 20 or less, or provide
ort" special design per UBC*Section 2904.
zg�Submit truss calculations by a Californ ia Engineer.
All structural engineering requirements are to be shown on plans.
See detail -41 and sheet 18 of calculations. Provide reference key for
detail 14-
XProvide shear transfer from roof diaphragm to masonry wall for in -plane
shear.
Plan check was not completed due to a lack of information.
JOHN*HENRY
47��CYED S71Z. D6TI1ZS
7-2�� \joff
LUMBER SPECIFICATIONS
Top Chord 2x A A #1 DF -L
Bat Chord LIK A v 01 OF -4 -
Web PISCO L -K 4 0 STAMOARO HEOIC-FIR
BEARING AEQU7RElMENTS
BEARING ACT. SIZE REO. SIZE LOS
81 3. iSO In. 1.50 In. 1066
OL 3.50 In. 1.50 In. $066
1/4 PANEL POINT SPLICES AR� LOCATED 12 IN.
4 - FROM EITHEA TC OR Oc J 4 PANEL POINTS.
ICSO: THIS TRUSS HALS BEEN [XES2GhtEO IN
ACCORDANCE WITH 1000 RESEARCH REPORT $607.
R;50tDO LOIN�.VALUES ARE.E03 PSI IN
S UT 4EFAOPl:NE0OU6l-AS ARCH AND 152
psi IN HEM -Fl SPRUCE-PINC-FZR�
PLATIND BASEQ ON OReFN LUMBER AT TIM E
OF14ANUFACTURE..
THIS DEJIGN 19 FROM COMPVTER INPUT
DEVELOP 0' By INE COMPONENT MANUFACTURER.
6-9-21
au . M 001*"
2490
APPROVED
Top Chd Bottom Chd
Weba
T 1- -2722 6 1- 2581
W I - -333 K 2 - 362
T 2- -2442 6 2- 2JO9
W 3 - -605 W A - 7a7
1 3- -1699 8 3- 2109
W 5 -600 W 6 - 3S2
T A- -1699 0 4- 2591
W 7 -333
* 0- -Z442
7
* 6- -Z722
I.ev -3.0
Too Cbd Bottom Chd
Webs
T i- 6.sw u i- o.a7*
W 1 0.116 K 2 - 0.923
T 2- 0.505 6 2- 0.79:j�
W 3 0.780 W 4 - 0. 2a7
7 3- 0.386 0 3- 0.793
W 5 0.780 it 6 - 0.121
7 4- 0.387 8 A- 0.670
W 7 O.ISS
T 5- 0.505
T 6- 0.5*2
SPECIAL
PLA74E POSITIONI849 CHART
JOIN70
K: 0 n)
y: (in) ANGLE
------
------
4.6S
------ ------
1.63 3.5
0.00
-3.69 90.0
7
-4.06
I.ev -3.0
Standard Ly^ifdrm Loading (PSF)
TCLL - $6-0: TCOL - 7.0. OCOL - 50-0.
*0,0-.PSF Reduction In Sottal% Chord
increase - 1.150
LIVE LOAD OEFLECTION SASED ON L/240
ALL CIMEf4SIONS jkRE.10 91 VERIFIrEOV'Ift
01 -ARCHITECT AND/op
COMP*ht NANUFA�TUR - I ?.
ID)LOING WNTRACTOp -pajoa To FABRICATION.
6-3-2
12 i 6-3-2
R4045
45SD
9-3-13 10-0-3
i i i i I
.10-0-3 9-3-13
3a-8-0 OVERALL SPAN
PLATE C09E SPAICING DATE
R5000 UBC -Ba 1 24-001, O.0 ?-/-0/9z
iw Owl
A TrusPlus Design- symna
Dwr-o r-1 A97 IfILEO lRUSWAl SYSTEMS 00WORAT*N
T
RICHVALE FIRE SYATIOU / PLUMAS / Varalon 3.26
FEB 2 4 1992
=;D-3- 13
2490
Spec. / 1/0, - v
TO
Ve
rnhart — Drou)n 01-lociatei
1891 Robinson Sueet P.O. Box 1576 Oroville, CA 95965 9161534-1911
CIVIIL ENGINEERS LAND SURVEYORS
TRANS MIT---.T--A L
DATE: JOB NO.
SU Bj ECT:
ON—
REMARK
P If
THESE ARE
TRANSMITTED FOR:
F-1 YOUR APPROVAL
YOUR INFORMATION
YOUR FILES
ATTENTION:
RECORDING
REVISION
A.P.#
FOLLOW UP
[�!r�—PER YOUR REQUEST
ENCLOSED PLEASE
FIND
THE FOLLOWING:
ffrHEREWITH
UNDER SEPERATE COVER VIA .................................
F--1
Application
F-1
Computations
Authorization
F-71
owner's Certificate
Calculations
ED
Description
Check for $
0
Road maintenance
Design
El
Deeds
F-1
BBA# .. . ...... . . Client # ...............
Agreement
Estimate
ED
Final Map
Environmental
E-1
Street Sign Application
Original
Plat
Public Report
Test Results
F-1
Prints # .......... ....
Tentative Map
Subdivider Statement
Efor—Specifications
Title Report # ..........................
Zoning & General Plan
F-1
................................... .. . .........
REMARK
P If
THESE ARE
TRANSMITTED FOR:
F-1 YOUR APPROVAL
YOUR INFORMATION
YOUR FILES
CHECKING
RECORDING
REVISION
SIGNATURE
FOLLOW UP
[�!r�—PER YOUR REQUEST
REMARK
P If
GENERAL NOTES
All Construction Shall comply with the 1988 UBC.
2. Foundation excavation shall be into undisturbed soil to depth
as shown on plans.
3. Foundation and misc- e-llaneous concrete shall be 2,000- -PSI
minimum at 2 ' 8 days. Cement content shall be five sacks per
cubic yard i J
mini -mum.
4.. Concrete masonry units shall be 1,500 PSI, and conform to ASTM
C90 grade N.
Grout for concrete masonry shall conform to UBC Sec. (2403
(d), and shall be 2,000 PSI minimum at 28 days.
Mortar shall conform to ASTM C270, Type S, and shall be 1,800
PSI minimum at 28 days.
Walls shall be solid grouted per UBS Sec. 2404 (f). Grout
shall be vibrated into place.
5. Reinforcing shall comply with ASTM A615, Grade 60.
All reinforcing shall be accurately located and secured in
position before placing concrete.
Reinforcing laps shall be 40 diameters, unless�,��,noted
otherwise.
6*. Framing lumber shall be DY #2, UN,6.-� 6X members shalll�be DF #1
or better.
Plywood shall be manufactured with exterior'�glue and shall
conform to APA product standard PS 1-8-3. See plan f or
thickness and panel span rating. (15/3211, 32/16)
All miscellaneous metal connectors shall be Simpon "Strong -
Tie" or approved equal.
7. Anchor and machine bolts shall conform to ASTM A307.
7��r�q Bi?ow� sew -r THf�s6-
2/7�qZ
10
0
.01M
0
RE -CID 1/;Zr,7/�72
60,4dAlV40�) L�IRVIAIII-(- 1 -14Z -C", 4 T Tlf CA�5-p
'3
-76 MrA
V,
O.CO 2,r-* A -75 Vo= r -?--2r MF \kfl�j ftiiV
NTrLC49;L4RV R, -+q OIEL�
0-7 1 IN
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0 —tVW. D- _q -
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0-7 1 H w--= lio
PO �"'-M�"
pUlMING MPARTMEW
APPROV
Up z 7 f 2-
Q�OFE S11
p, T
L15
rn
Ex /92
QCTU
OF CAO
GERALD MIELE & ABBOCIAT�-\
7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435-1411 FAX (209) 43
Consuffing Engln�eers —
S
GERALD A. MELE, CE. SE
MARTIN R. INESS, CE .
X 1-1
r. 14 f �AT I
.197 fLr
1� I cl -7 Rf
I!G� 6.��2 s- 20 6-1 2,15 IN CK
6NMUaflINO
L6" WN -1-- q:::�- r7� lw-�Pqc+l
HOW WIND Hl"�-2 W-) af L/qp2j4j, 1.��
t:4
4
GM�A
Consulting Engh
GERALD A. MELE, CE, SE
MARTIN R. INESS, CE
GERALD MELE & ABBDCIATEB�
7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435-1411 FAX (209) 435-1169
;e
K L ---
CIO
ET
cr "44 To 1-341 if= ea. Lln*tw
7> � f�a--fl H6F Art) FE4 N rOw- �- 6C4 LO
PwLq4T C -r- YVAL-L' r(-qz ^AOc-j- W!'-
�Tflr---7 YALL- fl=-Pr-cf�- ^PrqwNE�-y
mil
Consulting Engineers
GERALD A. MELE, CE, SE
MARTIN R. INESS, CE
GERALD MELE & ABSOCIATEM
7 . 337 N. FIRST ST., SUITE 110 FRESNQ CA 93720 (209) 435-1411 FAX (209) 435-1169
llp�
GMI
Consulting Engli
GERALD A. MELE, CE, SE
MARTIN R. INESS, CE
VW416AL,
4 NaT Ool)C D qc-- 7-o
GERALD MELE & ABBOCIATEB�
7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435-1411 FAX (209) 435-1169
0
PG = 5.081967E-03 PG max = .0032
LIMITS OF GROSS AREA STEEL IS EXCEEDED! TIE WALL AS COLUMN
P= 7.84413E-03 Pb = 1.065306E-02
This section is at .7363263 Pb
CASE 1
.75 * (1.4 * OL + 1.7 LL + 1.7 * WL)
The SERVICE Deflect ion is 1.276626 inches
The ALLOWABLE Service Deflection is 1.344. inches
The SERVICE Moment is 159.0219 kip -inches
The CRA.CKING Moment is 30.02369 kip -inches
The ULTIMATE Deflection is 1.687483 inches
The ULTIMATE Moment is 203.5618 kip -inches
The CAPACITY of the wall WITHOUT INSPECTION is 158.8176 kip -inches
The CAPACITY of the wall WITH INSPECTION is 254.1081 kip -inches
CASE 2
.9 * DL + 1.3 * WL
The SERVICE Deflection is 1.284277 inches
The ALLOWABLE Service Deflection is 1.344 inches
The SERVICE Moment is 159.0649 kip -inches
The CRACKING Moment is 30.02369 kip -inches
The ULTIMATE Deflection is 1.720856 inches
The ULTIMATE Moment is 206.1066 kip -inches
The CAPACITY of the wall WITHOUT INSPECTION is 157.5626 kip -inches
The CAPACITY of the wall WITH INSPECTION is 252.1001 kip -inches <-
9676Lb
Job NAME
or NUMBER: Butte County Fire Station
Comm en t
Cent e r Pier WIHP Ff JXYND C;?4Zr Laf)
1500
F'm psi
60
Fy ksi
7.625
Wall THICKNESS - inches
4.94
Wall EFFECTIVE Depth - inches
.4
ECCENTRICITY of the load - inches
16
OVERALL wall Height - feet
16
LEDGER Height - feet
263
32
Wall WEIGHT - psf
Wall Efective WIDTH - inches
1.24
Rebar SIZE - square inches�-'
32
Rebar SPACING - inches
148.3
Uniform WIND Load - psf
20
Uniform SEISMIC LOAD - psf
0
Applied DEAD Load - lbs
0
Applied LIVE Load - lbs
PG = 5.081967E-03 PG max = .0032
LIMITS OF GROSS AREA STEEL IS EXCEEDED! TIE WALL AS COLUMN
P= 7.84413E-03 Pb = 1.065306E-02
This section is at .7363263 Pb
CASE 1
.75 * (1.4 * OL + 1.7 LL + 1.7 * WL)
The SERVICE Deflect ion is 1.276626 inches
The ALLOWABLE Service Deflection is 1.344. inches
The SERVICE Moment is 159.0219 kip -inches
The CRA.CKING Moment is 30.02369 kip -inches
The ULTIMATE Deflection is 1.687483 inches
The ULTIMATE Moment is 203.5618 kip -inches
The CAPACITY of the wall WITHOUT INSPECTION is 158.8176 kip -inches
The CAPACITY of the wall WITH INSPECTION is 254.1081 kip -inches
CASE 2
.9 * DL + 1.3 * WL
The SERVICE Deflection is 1.284277 inches
The ALLOWABLE Service Deflection is 1.344 inches
The SERVICE Moment is 159.0649 kip -inches
The CRACKING Moment is 30.02369 kip -inches
The ULTIMATE Deflection is 1.720856 inches
The ULTIMATE Moment is 206.1066 kip -inches
The CAPACITY of the wall WITHOUT INSPECTION is 157.5626 kip -inches
The CAPACITY of the wall WITH INSPECTION is 252.1001 kip -inches <-
9676Lb
Job NAME or NUMBER: Butte County Fire Station
Comment: Center Pier
qASE 3
.75 * (1.4 * DL + 1.7 LL + 1.87 * EL)
The SERVICE Deflection is 6.01053BEQ-02 inches
The ALLOWABLE Service Deflection is 1.344 inches
The SERVICE Moment is 20.81723 kip—inches
The CRACKING Moment is 30.02369 kip—inches
The wall is not CRACKING under SERVICE Loads for this load case!
The ULTIMATE Deflection is 8.436726E-02 inches
The ULTIMATE Moment is 29.22022 kip—inches
The wall is NOT CRACKING under THIS Ultimate load case!
The CAPACITY of the wall WITHOUT INSPECTION is 158.8176 kip—inches
The CAPACITY of the wall WITH INSPECTION i.s 254.1081 kip—inches
CASE 4
.9 * DL -j- 1.43 * EL
The SERVICE Deflection is 6.01053BE-02 inches
The ALLOWABLE Service Deflection is 1.344 inches
The SERVICE Moment is 20.81723 kip—inches
The CRACKING Moment is 30.02369. kip—inches
The wall is not CRACKING under SERVICE Loads for this load case!
The ULTIMATE Deflection is 8.580939E-02 inches
The ULTIMATE Moment is 29.7197 kip—inches
The wall is NOT CRACKING under THIS Ultimate load case!
The CAPACITY of the wall WITHOUT INSPECTION is 157.5626 kip—inches
The CAPACITY of the wall WITH INSPECTION is 252.1001 kip—inches
CWal-1 i�§AdequateWI�TH I�NSPECTION<--
4��_7
Job NAME or NUMBER: Butte County Fire Station
Comment: Center Pier Wind OL OLI-1 U.> -o
1500
F'm - psi
60
Fy - ksi
7.625
Wall THICKNESS
- inches
4.94
Wall EFFECTIVE
Depth
- inches
.4
ECCENTRICITY
of the
load - inches
16
OVERALL wall
Height
- feet
16
LEDGER Height
- feet
263
Wall WEIGHT -
psf
32
Wall Efective
WIDTH
- inches
1.24
Rebar SIZE -
square
inches
32
Rebar'SPACING'-
inches
136
Uniform WIND
Load -
psf
20
Uniform SEISMIC
LOAD
- psf
878
Applied DEAD
Load -
lbs
0
Applied LIVE
Load -
lbs
PG = 5.081967E-03. PG max = .0032
LIMITS OF GROSS AREA STEEL IS EXCEEDED! TIE WALL AS COLUMN
P=. 7.84413E-03 Pb = 1'.065306E-02
This section is at .7363263 Pb
CASE 1
.75 * (1.4 * OL + 1.7 LL + 1.7 - WL)
The SERVICE Deflection is 1.158077 inches
The ALLOWABLE Service Deflection is 1.344. inches
The SERVICE Moment is 146.954 kip -inches
The CRACKING Moment is 30.02369 kip -inches
The ULTIMATE Deflection is 1.536107 inches
The ULTIMATE Moment is 188.2116 kip -inches
The CAPACITY of the wall WITHOUT INSPE-CTION is 160.1823 kip -inches
The CAPACITY of'the wall WITH INSPECTION is 256.2917 kip -inches
CASE 2
.9 * DL -+- 1.3 * WL
The SERVICE Deflect -ion is 1.166194 i.nches
The ALLOWABLE Service Deflection is 1.344 inches
The SERVICE Moment is 147.0066 kip -inches
The CRACKING Moment is 30.02369 kip -inches
The ULTIMATE Deflection is 1.566136 inches
The ULTIMATE Moment is 190.3472 kip -inches
The CAPACITY of the wall WITHOUT INSPECTION is 158.7412 kip -inches
The CAPACITY of the wall WITH INSPECTION is 253.9859 kip -inches
7
Job N-AME or NUMBER: Butte County Fire Station
Comm,e6t: Center Pier Wind In
C.A S E 3
.75 * (1.4 * DL + 1.7 LL + 1.87 * EL)
The SERVICE Deflection is 6.077735E-02 inches
The ALLOWABLE Service Deflection is 1.344 inches
The SERVICE Moment is 21.04996 kip -inches
The CRACKING Moment is 30.02369 kip -inches
The wall is not CRACKING under SERVICE Loads for this load case!
The ULTIMATE Deflection is 8.51393BE-02 inches
The ULTIMATE Moment is 29.48764 kip -inches
The wall is NOT CRACKING under THIS Ultimate load case!
The CAPACITY of the wall WITHOUT INSPECTION is 160.1823 kip -inches
The CAPACITY of the wall WITH INSPECTION is 256.2917 kip -inches
CASE 4
.9 * DL -#- 1.43 * EL
The SERVICE Deflection is 6.077735E-02 inches
The ALLOWABLE Service Deflection is 1.344 inches
The SERVICE Moment is 21.04996 kip -inches
The CRACKING Moment is 30.02369 kip -inches
The wall is not CRACKING under SERVICE Loads for this load casel
The ULTIMATE Deflection is 8.647267E-02 inches
The ULTIMATE Moment is 29.94942 kip -inches
The wall is NOT CRACKING under THIS Ultimate load case!
The CAPACITY of the wall WITHOUT INSPECTION is 158.7412 kip -inches
The CAPACITY of the wall WITH INSPECTION is 253.9859 kip -inches
EWall is Ade�cfb-at�-�e--�O�-ITH—I-N-S-P-E-C-T-I-0-N�<—
Job NAME or NUMBER: Butte County Fire Station
Comment: End Pier
1500 F'm - psi
60 Fy - ksi
7.625 Wall THICKNESS— inches
5.31 Wall EFFECTIVE Depth - inches,
.4 ECCENTRICITY of the load - inches
16 OVERALL wall Height - feet
16 LEDGER Height - feet
140 Wall WEIGHT - psf
48 Wall Efective WIDTH - inches
1.24 Rebar SIZE - square inches
48 eb ar SPACING - inches
67.5 un-ifo-r-m-WIND Load - psf
20 Uniform SETSM-1C...-L.-OAD - psf
1316 Applied DEAD Load -'L -1 -b -r., V//
0 Applied LIVE Load - lbs
C_Clt� 11.
PG 3.38797BE-03 PG max .0032 tw/c) TW7
LIMITS OF GROSS AREA STEEL IS EXCEEDED! TIE WALL AS COL'JMN
P= 4.865034E-03 Pb = 1.065306E-02
This section is at .4566795 Pb
CASE 1
.75 * (1.4 * DLI+ 1.7 LL + 1.7 * WL)
The SERVICE Deflection is .4699769 inches
The ALLOWABLE Service Deflection is 1.344 inches
The SERVICE Moment is 106.6672 kip -inches
The CRACKING Moment is 45.03553 kip -inches
The ULTIMATE Deflection is .6552347 inches
The ULTIMATE Moment is 136.456 kip -inches
The CAPACITY of the wall WITHOUT INSPECTION is 187.2275 kip -inches
The CAPACITY of the wall.WITH INSPECTION is 299.564 kip' -inches
CASE 2
.9 * DL + 1.3 WL
The SERVICE Deflection is .4720721 inches
The ALLOWABLE Service Deflection is 1.344 inches
The SERVICE Moment is 106.6793 kip -inches
The CRACKING Moment is 45.03553 kip -inches
The ULTIMATE Deflection is .6711454 inches
The ULTIMATE Moment i.s 138.5219 kip -inches
The CAPACITY of the wall WITHOUT INSPECTION is 185.4879 kip -inches
The CAPACITY of the wall WITH INSPECTION is 296.7806 kip -inches
Job NAME or NUMBER: Butte County Fire Station
Comr.%eht: End Pier
CLA S E 3
.75 *,(1.4 * OL + 1.7 LL + 1.87 * EL)
The SERVICE Deflec,tion is 6.031119E-02 inches
The ALLOWABLE Service Deflection is 1.344 -inches
The SERVICE Moment is 31.33276 kip—inches
The CRACKING Moment is 45.03553 kip—inches
The wall is not CRACKING under SERVICE Loads for this load case!
The ULTIMATE Deflection is 8.445349E-02 inches
The ULTIMATE Moment is 43.87513 kip—inches
The wall is NOT CRACKING under THIS Ultimate load case!
The CAPACITY of the wall WITHOUT INSPECTION is 187.2275 kip—inches
The CAPACITY of the wall WITH INSPECTION is 299.564 kip—inches
CASE 4
.9 * DL + 1.43 * EL
The SERVICE Deflection is 6.031119E-02 inches
The ALLOWABLE Service Deflection is 1.344 inches
The SERVICE Moment is 31.33276 kip—inches
The CRACKING Moment is 45.03553 kip—inches
The wall is.not CRACKING under SERVICE Loads for this load case!
The ULTIMATE Deflection is 8.587656E-02 inches
The ULTIMATE Moment is 44.61444 kip—inches
The wall is NOT CRACKING under THIS Ultimate load case!
The CAPACITY of the wall WITHOUT INSPECTION is 185.4879 kip—inches
i
The CAPACITY of the wall WITH INSPECTION is 296.7806 kip—inches
�Wall is�Ade�quate�WIT�HO(UJT�INS�PECTI�ON�I
, zz�
STRUCTURAL
CALCULATIONS FOR:
4W73arnhart —73mdn& Oijociatei
A C.M11 role cefoeveli"
/88/ A Robinson Street PO Box 1576 orow/f/e, " 95963 9161354- 1911
CIVIL ENGINEERS LAND SURVEYORS
M�A
Consulting Engli
GERALD A. MELE, CE, SE
MARTIN A. INESS, CE
(41N4)
COUNW OF BUM
BUIWING DEPT
U EL 0 2 1991
GERALD MELE & ABBOCIATESN
7337 N. FIRST ST.. SUITE 110 FRESNQ CA 93710 (209) 435-1411 FAX (209) 435-1169
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f�*i� "X��l -THE- W/N�
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M�A
Consulting Engh
GERALD A. MELE, CE, SE
MARTIN R. INESS, CE
GERALD MELE & ASSOCIATESN
7337 N. FIRST ST, SUITE 110 FRESNO, CA 93720 (209) 435-1411 FAX (209) 435-1169
PYM'61 Kl"Py
M�A
Consulting Engh
GERALD A. MELE, CE, SE
MARTIN R. INESS, CE
Hf\,/
5�00/74r-
. FAr
t��TN(::i
f ?--NT.4
GERALD MELE & ABBOCIATEW
7337 N. FIRST ST.. SUITE 110 FRESNO, CA 93720 (209) 435-1411 FAX (209) 435-1169
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17 + VP" 6-7 m (-c3e4/'
h L.4HTFL
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MJA
Consulting Engh
GERALD A. MIELE, CE, SE
MARTIN R. INESS, CE
c --I,�4 4 1 -z c. i 4.-z
d = Z-1 - 2�s r- 'zl'-4m
TL
PL
GERALD MELE & ABBOCIATEM
7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435-1411 FAX (209) 435-1169
1988 UBC MASONRY CALCULATIONS By GMA Consulting Engineers
INPUT DATA:(psi. inches, sq inches)
F'm =
1500
Eff Width
b =
7.625
As =
1.58 Zo = 6.28
Fs =
20000
V Width bv
7.625
Stress
Ratio = 1.00
.Eff Depth
d =
21.25
OUTPUT:
n
25.8
np 0.251
k
0.501
j = 0.833
Capacity
w/o
Inspection
(lbs, ft -lbs)
M =
14966
at Fs
6421
psi
V =
2614
from Shear
of
19.4
psi
-Lr 17(-,A 7 r
':
V =
7782
from Bond
of
70.0
psi
Capacity
w/
Inspection
ry
M =
29932
ft -lbs at
Fs
12842
psi
515,
V =
5228
from Shear
at
38.7
psi
V =
15564
from Bond
at
140.0
psi
00, C322 y-'
7 64
412-
1z I ',vgi. -ZL011
7
wl�rH c -
I'S '4- I'V5 <z'q' 0 P's r
f>y 1441, Tzp-I L.;P�� WII,4z) Nget4' 04 P--�CrLt> Low A+&CAK
010- P'� - , \eylkD WILj- CZPV4;'p
za:-4 P -;r- -'4 6z' cp-7' +.,I --z 7 rUr-
ell
LVEL Lo* -C
tp- ft -f -6 + 1 �5+ 2&-72 fr�7,
A';�01411 m eq
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7. ( ZO + k;K�)
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mix
Consulting Engineers
GERALD A. MELE, CE, SE
MARTIN R. INESS, CE
. 1. GERALD MELE&ABSOCIATESN
L 7337 N. FIRST ST., SUITE 110 FRESNO. CA 93720 (209) 435-1411 FAX (209) 435-1169
Job NAME or NUMBER: BUTTE COUNTY FIRE STATION
Comment: CENTER PIER
1500
F'm — psi
60
Fy — ksi
7.625
Wall THICKNESS — inches.
5.56
Wall EFFECTIVE Depth — inches
.4
ECCENTRICITY of the load — inches
16
OVERALL wall Height — feet
16
LEDGER Height — feet
263
Wall WEIGHT — psf
32
Wall Efective WIDTH — inches
1.24
Rebar SIZE — square inches
32
Rebar SPACING — inches
128.6
Uniform WIND Load — psf
20
Uniform SEISMIC LOAD — psf
878
Applied DEAD Load — lbs
0
Applied LIVE Load — lbs
PG = 5.081967E-03 PG max = .0032
LIMITS OF GROSS AREA STEEL IS EXCEEDED! TIE WALL AS COLUMN
P= 6.969424E-03 Pb = 1.065306E-02
This section is at .654218 Pb
CASE 1
.75 * (1.4 * DL + 1.7 LL + 1.7 * WL)
The SERVICE Deflection is .8206743 inches
The ALLOWABLE Service Deflection is 1.344 inches
The SERVICE Moment is 137.1871 kip—inches
The CRACKING Moment is 30.02369 kip—inches
The ULTIMATE Deflection is 1.082828 inches
The ULTIMATE Moment is 175.462 kip—inches
The CAPACITY of the wall WITHOUT INSPECTION is 185.3584 kip—inches
The CAPACITY of the wall WITH INSPECTION is 296.5734 kip—inches
CASE 2
.9 * DL + 1.3 * WL
The SERVICE,Deflection is .8252381 inches
The ALLOWABLE Service Deflection is 1.344 inches
The SERVICE Moment is 137.2167 kip—inches
The CRACKING Moment is 30.02369 kip—inches
The ULTIMATE Deflection is 1.104871 i nches
The ULTIMATE Moment is 177.8026 kip—inches
The CAPACITY of the wall WITHOUT INSPECTION'is 183.6155 kip—inches
The CAPACITY of the wall WITH INSPECTION is 293.7848 kip—inches
N 01
1j %J Li 1`1 ri ill l_ W 1 11 W I'l U � 11 . U U I I L_ %, %J W Ill I I I Lr%L
Comm'ent: CENTER PIER
CAtE 3
.75 * (1.4 * DL + 1.7 LL + 1.87 * EL)
The SERVICE Deflection is 6.077735E-02 inches
The ALLOWABLE Service Deflection is 1.344 inches
The SERVICE Moment is 21.04996 kip—inches.
The CRACKING Moment is 30.02369 kip—inches
The wall is not CRACKING under SERVICE Loads for this load case!
The ULTIMATE Deflection is 8.51393BE-02 inches
The ULTIMATE Moment is 29.48764 kip—inches
The wall is NOT CRACKING under THIS Ultimate load case!
The CAPACITY of the wall WITHOUT INSPECTION is 185.3584 kip—inches
The CAPACITY of the wall WITH INSPECTION is 296.5734 kip—inches
CASE 4
.9 * OL + 1.43 * EL
The SERVICE Deflection is 6.077735E-02 inches
The ALLOWABLE Service Deflection is 1.344 inches
The SERVICE Moment is 21.04996 kip—inches
The CRACKING Moment is 30.02369 kip—inches
The wall is not CRACKING under SERVICE Loads for this load case!
The ULTIMATE Deflection is 8.647267E-02 inches
The ULTIMATE Moment is 29.94942 kip—inches
The wall is NOT CRACKING under THIS Ultimate load case!
The CAPACITY of the wall WITHOUT INSPECTION is 183.6155 kip—inches
The CAPACITY of the wall WITH INSPECTION is 293.7848 kip—inches
Wall is Adequate WITHOUT INSPECTION
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MJA
Consulting Engh
GERALD A. MELE, CE, SE
MARTIN R. INESS, CE
1-174
4 r304T PL�
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GERALD MELE,& ABSOCIATEW
7337 N. FIRST ST. SUITE 110 FRESNO. CA 93720 (209) 435-1411 FAX (209) 435-1169
0
Job NAME or NUMBER: BUTTE COUNTY
Comment: END PIER
1500 F'm — psi
60 Fy — ksi
7.625 Wall THICKNESS — inches
5.56 Wall EFFECTIVE Depth — inches
.4 ECCENTRICITY of the load — inches
16 OVERALL wall Height — feet
16 LEDGER Height — feet
140 Wall WEIGHT — psf
48 Wall Efective WIDTH — inches
1.24 Rebar SIZE — square inches
48 Rebar SPACING — inches
58.5 Uniform WIND Load — psf
20 Uniform SEISMIC LOAD — psf
1316 Applied DEAD Load — lbs
0 Applied LIVE Load — lbs
PG 3.38797BE-03 PG max = .0032
LIMITS OF GROSS AREA STEEL IS EXCEEDED! TIE WALL AS COLUMN—c:)�_W/o
P= 4.646283E-03 Pb = 1.065306E-02
This section is at .4361453 Pb
CASE 1
.75 * (1.4 * DL -#- 1.7 LL -+. 1.7 * WL)
The SERVICE Deflection is .3476364 inches
The ALLOWABLE Service Deflection is 1.344 inches
The SERVICE Moment is 92.1341 kip—inches
The CRACKING Moment is 45.03553 kip—inches
The ULTIMATE Deflection is .4899749 inches
The ULTIMATE Moment is 117.8247 kip—inches
The CAPACITY of the wall WITHOUT INSPECTION is 197.2883 kip—inches
The CAPACITY of the wall WITH INSPECTION is 315.6612 kip—inches
CASE 2
.9 * DL + 1.3 WL
The SERVICE Deflection is .3490961 inches
The ALLOWABLE Service Deflection is 1.344 inches
The SERVICE Moment is 92.14256 kip—inchvs
The CRACKING Moment is 45.03553 kip—inches
The ULTIMATE Deflection is .5024406 inches
The ULTIMATE Moment is 119.6706 kip—inches
The CAPACITY of the wall WITHOUT INSPECTION is 195.4399 kip—inches
The CAPACITY of the wall WITH INSPECTION is 312.7039 kip—inches
IN
Comment: END PIER
C -A SE 3
.75 * (1.4 * DL + 1.7 LL + 1.87 * EL)
The SERVICE Deflection is 6.031119E-02 inches
The ALLOWABLE Service Deflection is 1.344 inches
The SERVICE Moment is 31.33276 kip—inches
The CRACKING Moment is 45.03553 kip—inches
The wall is not CRACKING under SERVICE Loads for this load case!
The ULTIMATE Deflection is 8.445349E-02 inches
The ULTIMATE Moment is 43.87513 kip—inches
The wall is NOT CRACKING under THIS Ultimate load case!
The CAPACITY of the wall WITHOUT INSPECTION is 197.2883 kip—inches
The CAPACITY of the wall WITH INSPECTION is 315.6612 kip—inches
CASE 4
.9 * DL -#- 1.43 * EL
The SERVICE Deflection is 6.031119E-02 inches
The ALLOWABLE Service Deflection is 1.344 inches
The SERVICE Moment is 31.33276 kip—inches
The CRACKING Moment is 45.03553 kip—inches
The wall is not CRACKING under SERVICE Loads for this load case!
The ULTIMATE Deflection is 8.587656E-02 inches
The ULTIMATE Moment is 44.61444 kip—inches
The wall is NOT CRACKING under THIS Ultimate load case!
The CAPACITY of the wall WITHOUT INSPECTION is 195.4399 kip—inches
The CAPACITY of the wall WITH INSPECTION is 312.7039 kip—inches
Wall is Adequate WITHOUT INSPECTION
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GERALD MELE & ASSOCIATES�
m 7337 N. FIRST ST. SUITE 110 FRESNO, CA 93720 (209) 435-1411 FAX (209) 435-1169
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Consulting Engineers
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MARTIN R. INESS, CE
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m 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435-1411 FAX (209) 435-1169
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GERALD A. MIELE. CE, SE
MARTIN R. INESS, CE:
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GERALD A. MELE, CE, SE
MARTIN R. INESS, CE
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7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435-1411 FAX (209) 435-1169
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GERALD A. MELE, CE, SE
MARTIN R. INESS. CE
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7337 N. FIRST ST. SUITE 110 FRESNO, CA 93720 (209) 435-1411 FAX (209) 435-1169
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GERALD A. MIELE, CE, SE
MARTIN R. INESS, CE
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7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435-1411 FAX (209) 435-1169
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GERALD A. MELE, CE, SE
MARTIN R. INESS, CE
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m 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435-1411 FAX (209) 435-1169
Consulting Engineers
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GERALD A. MELE, CE SE
SE
MARTIN R. INESS, CE
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GERALD A. MELE, CE. SE
MARTIN R. INESS. CE
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GERALD MELE & ABBOICIATESN
7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (209) 435-1411 FAX (209) 435-1169
0
GENERAL NOTES
1. ALL CONSTRUCTION SHALL COMPLY WITH THE 1988 UBC
2. FOUNDATION EXCAVATIONS SHALL'BE TNTO UNDISTURBED SOIL TO DEPTH AS
SHOWN ON PLANS.
3. FOUNDATION AND MISCELLANEOUS -CONCRETE SHALL BE 2,000 PSI MINIMUM
AT 2 ' 8 DAYS. CEMENT CONTENT SHALL BE FIVE SACKS PER CUBIC YARD,
MINIMUM.
4. CONCRETE MASONRY UNITS SHALL BE 1,500 PSI, AND CONFORM T6 ASTM C90
GRADE N. ,
GROUT FOR CONCRETE MASONRY SHALL CONFORM TO UBC SEC. 2403 (d), AND
SHALL BE 2,000 PSI MINIMUM AT 28 DAYS.
MORTAR.,SHALL CONFORM TO ASTM,5;�<TYPE S, AND SHALL BE 1,800 PSI
MINIMUM AT 28 DAYS. 1 2.770
WALLS SHALL BE SOLID GROUTED PER UBC SEC. 2404 (f). GROUT SHALL BE
VIBRATED INTO PLACE.
5.
0
7.
REINFORCING SHALL COMPLY WITH ASTM A615, GRADE 60.
ALL REINCORCING SHALL BE ACCURATELY LOCATED AND SECURED IN POSITION
BEFORE PLACING CONCRETE.
REINFORCING LAPS SHALL BE 40 DIAMETERS, UNLESS NOTED OTHERWISE.
FRAMING LUMBER SHALL BE DF #2, UNO. 6X MEMBERS S�ALL BE DF #1 OR
BETTER.
PLYWOOD SHALL BE MANUFACTURED WITH EXTERIOR GLUE AND SHALL CONFORM
TO APA PRODUCT STANDARD PS 1-83... SEE PLAN FOR THICKNESS AND PANEL
SPAN RATING. (15/32"., 32/16)
ALL MISCELLANEOUS METAL.CONNECTORS SHALL BE SIMPSON "STRONG -TIE" OR
APPROVED EQUAL.
ANCHOR AND MACHINE BOLTS SHALL CONFORM TO ASTM A307.
6679e6D PEZ-E 7V,00�2�14FP V111L 726Z,671�ICIAIE ;O&W2-
- . 5-ne. ovc),z
7�10Z-D &-R 'eq11Vl�5:Z:1e_9 7�lpl'e�77MIA.L
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1346MM97- � RROWALI
7_0 44CI
a
LI.C. #593031
-CRAIG & DAN HILL CONSTRUCTION
GENERAL BUILDING CONTRACTORS V1111
Dan Hill
3 Serra Monte Dr.
Oroville. Calif. Craig Hill
534-8217 589-0430
Butte County Buil:ding Dept.
This statement is to verify that the work being.performed.
at...the Richvale Firestation remodel, is done as to engineers
specifications.. Specifically pertaining to area of steel rein-
forcement into existing foundation.
Cr ' nd*Dan Hill Construction
ej)-
TO
Aw,--Darnhart --Broon Oijociatei
A C110,11i, C,,p,,,ti,,
1891 Robinson Street P.O. Box 1576 Oroville, CA 95965 9161534-1911
CIVIIL ENGINEERS 0 LAND SURVEYORS
*--A �80�
T R A N S M I T T A L
01
DATE: JOB NO.7
SUBJECT:
ALA�-.
REMARKS:
01 1
AT TENTION:
A.P.#
ENCLOSED
PLEASE FIND
THE FOLLOWING:
fflo"HEREWITH
UNDER SEPERATE COVER VIA .................................
Application
ED
Computations
Authorization
Owner's Certificate
Calculations
El
Description
Check for $
Road Maintenance
E:1
Design
ED
Deeds
BBA# ............ Client # ...............
Agreement
ED
Estimate
0
Final Map
Environmental
Street Sign Application
E:1
Original
E-1
Plat
ED
Public Report
ED Test Results
F-�
Prints # ...........................
ED
Tentative Map
ED
Subdivider Statement
[---T,—Specifications
Title Report # ...........................
C1
Zoning & General Plan
.................................................
.................................................
THESE
ARE
TRANSMITTED FOR:
YOUR APPROVAL
F --j
YOUR INFORMATION
YOUR FILES
F --j CHECKING
F --j
RECORDING
REVISION
F-1 SIGNATURE
ED
FOLLOW
UP
E�J'PER YOUR REQUEST
REMARKS:
01 1
ols 01 AdO
SHT. --LOF
nt
L A �-j 0 F N A T 11 R A L W E A L T H A N 8 E A U T
DEPARTMENT OF PUBLIC WORKS
WILLIAM (Bill) CHEFF, Director
7 COUNTY CENTER ORIVE t OROVILLE, CALIFORNIA 9SS65
Telephone: (916) 538-7S41
B U T T E C 0 U N T Y B U I L D I N G D E P A R T M E N T
F A X C 0 V E R S H E E T'
DATE FAX NUMBER (916) 538-2140
TO: FAX NUMBER:_&
ATTENTION:
of -/j
REGARDING: A.P. NO. 'v- 9 PERMIT NO. W'414�;
SUBJECT: RIC&IIM F,11Z�FSrI4 -rloAl — ��a4o�t / 049 9/. (9 7-5
SPECIAL INSTRUCTIONS:
C I SEE PLAN CHECK LIST TO FOLLOW
REVIEW AND RESPOND ACCORDINGLY
FOR YOUR INFORMATION ONLY
ml�> OTHER: 7*� toZ#AIS 97 IV SAIeN#lf)e r.- ee00A1 DO /jar 1AIC49yVe-
Fa4 WRI77a-N
SINCERE Y,
JOHN R. HENRY, P.E. --
PLAN CHECK ENGINEER
0-
2.
3.
�v
5.
!. I
S�vr 2 or- z
GENERAL NOTES
ALL CONSTRUCTION SHALL COMPLY WITH THE 1988 UBC
FOUNDATION EXCAVATIONS SHALL BE INTO UNDISTURBED SOIL TO DEPTH AS
SHOWN ON PLANS.
FOUNDATION AND MISCELLANEOUS CONCRETE SHALL BE 2,000 PSI MINIMUM
AT 28'DAYS.. CEMENT CONTENT SHALL BE FIVE SACKS PER CUBIC YARD,
MINIMUM.
CONCRETE MASONRY UNITS SHALL BE 1,500 PSI, AND CONFORM.TO ASTM C90
GRADE N.
GROUT FOR CONCRETE MASONRY SHALL CONFORM TO UBC SEC. 2403 (d), AND
SHALL BE 2,000 PSI MINIMUM AT 28 DAYS.
MORTAR SHALL CONFORM TO ASTM C279, TYPE S, AND SHALL BE 1,800 PSI
MINIMUM AT 28 DAYS.
WALLS SHALL BE SOLID GROUTED PER UBC SEC. 2404-(f). GROUT SHALL BE
VIBRATED INTO PLACE.
REINFORCING SHALL COMPLY WITH ASTM A615, GRADE 60.
ALL REINCORCING SHALL BE ACCURATELY LOCATED AND SECURED IN POSITION
BEFORE PLACING CONCRETE.
REINFORCING LAPS SHALL BE 40 DIAMETERS, UNLESS NOTED OTHERWISE.
FRAMING LUMBER SHALL BE DF #2, UNO. 6X MEMBERS SHALL BE DF #1 OR
BETTER.
PLYWOOD SHALL BE MANUFACTURED WITH EXTERIOR GLUE AND SHALL CONFORM
TO APA PRODUCT STANDARD PS 1-83. SEE PLAN FOR THICKNESS AND PANEL
SPAN RATING. (15/32", 32/16)
ALL MISCELLANEOUS METAL CONNECTORS SHALL BE SIMPSON "STRONG -TIE" OR
APPROVED EQUAL.
7. ANCHOR AND MACHINE BOLTS SHALL CONFORM TO ASTM A307.
6wAti'D
-rHv-5e_-
P1
PERMIT NO. 2477-81B.P
PERMIT EXPIRES 7/A(/Y;Z
OWNER Butte Co.Fire Dept.
CONTR. Sunseri Const., Clito
ASSESSOR PARCEL 29-151-8
LOCATION 1236 School St., Richvale
q
Temp. Power Pole
Called PG&E
Temp. Elec. Service- q—ff,-L,(A
Called PG&E—
Temp. Gas Service
Called PG&E,-"
. j JOB FtNALIED (Date)
1, li V n A A
Signature
V = OK
0 = Not QK
- = N�t Applicable MOBILikbMES
* = Not Ready
MISCELLANEOUS
Date
MOBILEHOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
Date
DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support -Sketch
2. Footings; Sizie-Depth-Spacing-Connectors
3. Sewer; Location -Test -Fall -C/0 -Concrete
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Water; Location -Test -Easement Needed (Sketch!i
4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rig.-Bracing
5. Electricity; Location-Clearances-Grnd.-/ Amp -Concrete
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Gas: Locatiort--Test-Wrap:/ /"L"ft./ /"Nat.or/ -/"L"ft./ LPG'
6. Carports: Windows -Doors
7. Utility Clearance
7. Elec.
Card -Bl
Date Card- B I Date
Card -BI
Date Card -B] Date
Card -BI
Date
Date Card -Bl Date
MOBILEHOME INSTALLATION (Plans) OK except #'s -
1 . Zoning Requirements -Setbacks -Easements
Card -BI
Date
Date Card -131 Date
POOLS (Plans) OK except #'s
1. Setbacks- Easements
2 . Footings; Size -Spacing -Marriage Line
2. Soils; Compact i on-Struct ure Stability
3. Gas; MH Test -Demand -Valve -Connector
3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining
4. Electricity; MH T as t -Crossovers- Brea kers-C I ears nces
4. Elec.; Receptacles.and Lighting; Distances-GFI
5. Drain; MH Test -Fall -Flex Connector
5. Elec.; Pool Lighting; 15 volts-GFI
6. Water; MH Test- Regu lator-Connector
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Water and Sewer Connec-led--C/0 to Grade -HD Approval
7. Elec.; Bonding; Metal w/5'- I Circulating Equipment -Heater
8. Gas and Electricity Tagged
8. Elec.; Grounding.; Equip. w/5' -Circulating Equip. -Pool Lgh1g.
Boxes- Enc I osures- Pane I boards- Ins. to Main in Conduit
9. Exits; Insp.-Sketch
10. Carl. of Occupancy
9. Health Department Approval
10. Plumb; Cir. Test -Water Supply Test
Card B -I
Date Card -BI Date
Card -Bl
Date Card -Bl Date
Card B-1
Date Card -BI Date
Card -BI
Date Card -BI Date
ke
I
i�
%I = OK
0 = Not OK
- = Not Applicable
* = Not Ready RESIDENTIAL (Single and Duplex)
Card-B6_Sv\_,,Date7__.*,:;,-
VL--O'&Te 7?1WCard-131 Date
Card -BI Date
Card -BI
Date UNDERFLOOR (PI ns) OK except#'s
Date
FJELAMING
(Continued)
-Zeril'ing requirements -Setbacks -Easements
14.
15.
Qek�rk'rerty
Line Firewall & Openings
2. Ftg., Main; Soils-Steel-Elec. Grnd.- /-�b/�Ftg. Depth
D.W.V.; Test-Fttngs & Anchors -Nail Protection
.49e"Ext.
Doors -One 3' -Check Garage -3rd story, 2 exits
3.
*W
150.
5, -
52.
ng -vire Frolectiorr
Sid ing-Nai I ing-Veneer
4
5. Sternwalls, Main; Steel-Blockouts Wrappek-SlabD
6.
Gas Pipe; Size & Anchors
53.
Stusee M96"Fip Go eed Fd Ye is Hi9deFilik, A eee&&-
7. P����l
8. 901 V" Fail F0t4l___ t
54.
55.
M-0-9 Uao Ql... Piieteet mom 6liy1i_@h*@-Q4as4io_
sksor Wells: PleilinW-Be4s-
9. r6ag-P4pe� �'�hors
Date Card -BI Date
Date Card -BI Date
Card -BI
-10. efwee-fdst
Date Card -BI Date
Date
ELECTRICAL (Permit) OK except #'s
a4lo'ffLyJure
& Transformer Clearance -ins. Protection
I_gjc-- Receptacles Spacing -Lights & Switches at Doors
12.
13. r*rrjPrq_,q411q_ -_nts--tTWres_
Card -B
Date Card -BI Date
Card -BI
Date-/2�:� Card -BI Date
24, -<quip.
Card-BT7
2v Card -BI Date
Card-B6_Sv\_,,Date7__.*,:;,-
VL--O'&Te 7?1WCard-131 Date
Card -BI Date
Card -BI
Date I Card -BI Date
Date Card -BI Date
Date
PLUMBING (Permit) OK except #'s
31.
14.
15.
Water Ht.; Vent- Access -Combustion Air
Water Pipe; Test & Anchors -Nail Protection
32.
16.
D.W.V.; Test-Fttngs & Anchors -Nail Protection
33.
17.
Shower Pan; Test, First Floor -Tub Access
34.
18.
Test Tub & Shower, 2nd Floor -Tub Access
35.
19.
Gas Pipe; Size & Anchors
Card -Bl
Card -BI
Date Card -BI Date
Date Card -BI Date
Card -BI
Date Card -BI Date
Date Card -BI Date
Date
ELECTRICAL (Permit) OK except #'s
a4lo'ffLyJure
& Transformer Clearance -ins. Protection
I_gjc-- Receptacles Spacing -Lights & Switches at Doors
37o."W�j�
.401"Bearing
39r-Mll
>-Boxes & No. of Conductors -Stapled
40.
17-wei ub
24, -<quip.
Ground made up w/Mech. Fasteners -Bond Gas & Water
25.
26.
hen & Conductor Size
A G 37ra- S ize- I ga. Cu or At
27.
Rangt_Girc. 11"";;@ � 1.9a. Cu or Al,
I ae Neutral E]Yes 0No
2e,-s!��iser
Conductors & Ground -Main Disconnect
ZQ-1-Equip.
Clearances; Pane I s-Motors-Mec h. Equip.
Card B&L(2
VL--O'&Te 7?1WCard-131 Date
Card B-1
Date I Card -BI Date
Date
MECHANICAL (Permit) OK except #'s
31.
A.C. Ducts; Insulation & Support
32.
Vent Fan; Exhaust above Insulation
33.
Condensate Drain & Overflow; Size & Grade
34.
Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet
35.
Attic Access & Platform if Furnace in Attic
Card -Bl
Date Card -BI Date
Card -BI
Date Card -BI Date
Date
f,��Plans)
OK except '
Cjg:��-,
Proper Materialjejpfj�we
37o."W�j�
.401"Bearing
39r-Mll
Studs -Nailing, Spacing & Bracing -Plates -Sound
Walls over Girders & Floor Nailing
9T5`P-f7rWafl`sTr-aT-7r0-oT)_
40.
17-wei ub
4+"'Header
44.
& -Beam--Size--& Bearing
6
Ing. Joist-Rflir. Ties-Purlin Ro rac Truss-Shthrip.-Rfrip.
F.-� �0, �' �Z - roat
45.
46.
47.
Attit�@st Wj.Q,.& Remejj PF8I QLo9--4i+s. Baffles
@4Fffi. WiRdBWS 0 nsions
Qffa4,4-� �2nraffi`ing
Date FINAL _LP-lans) OK except #'s
AW.Ifx-t. Steps -Door & Sidelight Protection -Landings
57.
58. Furnace; VentAs-=CgliaLauce-C.QagLAir-Connector-
16-da-r-ag-5-:71M-ove Floor-Ducts-MeA. Protection
59. Bedroom Exiting
60. & Beth Flxllwee-&-TALb�
0k.-I'lec. Trim & Subpanel; Breaker Sizes -Labels
62. 6ta6 s & Flemns
63. Fi epleee-er 6tave-G4eai:aaczs_UeaLLh
fiAollge_c. Outlets at Wood Panel; Int. & Ext.
A pp�.'
65. king Clearance
66. Elee. 8titlets & Receptacles at KII. "ountL'r
67. ;406w-
68. ATC--DuM-Mn-G-armje-44efaper__
69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.-
lb Garage; Above--F1U0r--M97ff.-T75T9UrMTr-
70. R*.. Eistud-tortb=Mr-
71. - omex ro ec.
72. bUWlUrr--RUdr11-i_UUKe0 in Afric ID Yes
'j.0"j," Gaps
73.
74. Fdn. Vents & Crawl H 11�y�- �'4� Wood -Earth Clearance
_d___F -Io=or es
Looke under Yes
75. Following ins E] No; Walks 0 Yes E] No;
I
I'Manters 11 Yes 0 No
76. Stoese, 8 a n i Fi
77. A d. 9 1 5k6trt+tt--
78. irepl.-Clearance to Opngs.
79. W 'Cr,-e1ee+F*&al, Plumbing
80. .51AW691 nd
81. k4emm UL U11 1. 11UUg?MTT-MUU9v-
:�GI-as, P-lesi- -
_Corrections from Previous Inspections
84. Gae-Tuvr--MureTTI'agged; Gas -Electric
85. Z�ocrnected-C/O to Grade -HD Approval
y omp,,an
86. 4&179fly Zompliance Certificate -Other Certificates
C
iCard-Bi Date Card -BI Date
IComments at Final:
I
(NOTE: Anentrymust be made each time youvisit jobsite)
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
1 96 Memorial Way, Chico - Phone: 891-2751
7 County Center Drive, Oroville - Phone: 5�4-4541
Skyway and Elliott Road, Paradise - Phone: 872-29-6t, *xt. 57
CORRECTION NOTICE
BUILDING OR PROPERTY ADDRESS
A routine 159pection indicates that the follo%�ing violations of County Ordinance
exist t ' ve address and should be corrected. Please notify this office
when i,7,e,:t i:�'f work is completed. If you have any question pertaining to this
matty, or need additional explanation, please contact this office immediately.
/ 5 Z
t4l)
17- 064-Ao4-3
(/C -F-2 1), -1
Inspector 01 Date
Lhm ///- ' ?- -�' / -
I r-1 - — L
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
695 Oleander Avenue, Chico — Phone 343-4211, Ext. 70
7 County Center Drive, Oroville Phone 534-4541
Skyway and Elliott Road, Paradise Phone 877-3435 lb
CORRECTION NOTICE
BUILDING OR PROPERTY ADDRESS
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately.
/-> .5 X5 pAt:l�
o , � -;, �/X - 'k- /-'.' > 1*�"'414�
.1
Inspector Date
5 -TI
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 534-4541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTION NOTICE
3K .5 /- e- -,; - A " 14 z
BUILDING OR PROPERTY ADDRESS
A routine Inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, 'please contact this office immediately.
7 ) V(j --, , J, -; A, , , 0 J r -V- , , e7 -2--y �7 ---7 1 -:-
9
/-/, 0/�, 4 S/)/ z
SLA13- J F-007JA4 -S .40els�—
I n s p e c t o r, Date 2
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone -;534-4541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTION NOTICE
,ZQ- 3 �� ''y 4�--
.r'wh �'
BUILDING OR PROPERTY ADDR
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter,Ar need additional explanation, 'please contact this office Immediately.
Inspecto'e., R,
(J& Date t9i
im
ROBERT B. HEATON
a r c h i t e c t
TO: Sunseri Construction Co., Inc.
DATE: 18 August 1981
-563 East Lindo Avenue
Chico, CA 95926
Re: Richvale Fire Station
You may delete wall insulation as shown on plans. This was an alternate
item which was not accepted by BLitte County. The insulation is not
required to obtain a one hour fire rating in the walls.
cK For your use information ci Approved
11 For Vour review and approval o Approved with notations
0 For Vour files 0 Rejected
XX As you requested
By:
2044 Palm Avenue
CHICO, CALIFORNIA 95926 (916) 343 -8038
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE
OROVILLE, CALIF. 534-4541
CERTIFICATE OF OCCUPANCY
This building has been constructed and completed in accordance with the
requirements of the Uniform Building Code under permit number -
for the following:
Use Classification
Address or Location
Group occupancy; Type construction.
It is hereby certified for the occupancy described above and may be
occupied.
Director of Public Works
Date--- By
POST IN A CONSPICUOUS PLACE
(Over)
N 0 T I C E
A new Certificate of Occupancy Is required If the use or occupancy
of this building changes.
This Certificate of Occupancy shall be posted In a conspicuous place
and Is not to be removed by other than the Building Inspector.
-1 1 - 1. . I q
'%P
ROBERT B. HEATON
a r c h i t '6' c 't
TO: Butte County Building Inspection Dept.-, DATE: 7/30/81
Oroville, CA
Attn: LLoyd Smith
Re: Richvale Fire Station.
Please be advised that I have verified that the.saturation..required
under the floor slab has been met and the contra' or has my*approval to,
'by the County Building
pour the slab when inspected and authorizeA
Inspector.
00,
P
For your use information o A0 -roved
o For your review and approval o Approved with notations
m For your files -o Rejectied
M As you requested 0
BY:
CHICO, CALIFORNIA 95926
(916) 343-8O�8
SUNSERI CONSTRUCTION, INC.
563.East Lindo Avenue
CHICO. CALIFORNIA 95926
Phone 891-6444
TO Butte County Building Depar:iment
695 Oleander Street
Chico, CA 95926
GENTLEMEN:
WE ARE SENDING YOU X1 Attached 0 Under -separate cover via -..,-
0 Shop drawings 0 Prints 0 Plans 0 Samples
El Copy of letter 0 Change order 0
LE'U"U"EM VF VEZROADUML
DATE
July 27, 1981
IJOB N 0'
8114
ATTENTION
RE:
Butte County Fire Station
Richvale, CA
7-27-81
(R
Letter from-Rob.lert B. Heaton, Architect regarding subject project.
0
-the following items:
0 Specifications
COPIES
_DATE
NO.
DESCRIPTION
1
7-27-81
(R
Letter from-Rob.lert B. Heaton, Architect regarding subject project.
0
Approved as noted
0
As requested
0
Returned for corrections
0
For review and comment
0
0
FOR BIDS, DUE
19
THESE ARE TRANSMITTED as checked
below:
0
For approval
0
Approved as submitted
(R
For your use
0
Approved as noted
0
As requested
0
Returned for corrections
0
For review and comment
0
0
FOR BIDS, DUE
19
REMARKS
COPY TO File
• Resubmit -copies for approval
• Submit -copies for distribution
• Return --corrected prints
0 PRINTS RETURNED AFTER LOAN TO US
SIGNED:
FORM 240-2 Available from Inc.. Groton, Mass. 01450 If enclosures are not as noted, kindly notify us at once.
W
V
T
iA
f �f'
it t
17
To Su a" ri C.6ixi tr c t ion,
U..
fit Is
563 E. Lind Ave nu ei
Thico 9 9� 6
5 Ct-
�fA
lis .13 S" at i6n.
Re.— �Uite* W�nty'. Fire' t /I
t,-,% 6X/
14ake the4fol-lowing revisions to the� drawings for the r ect:
p oi
L� Pit run, ma teria 1 or sand,may be used for the aggregate fill under the'
f slab. If any.rocks larger' than 3" occur in the ptt 'run material
t
MY Mui be reMOVed prior to pouring the slab.
li, 114- 2.-. If hardpan la,�e-k is notreached in footing excavations greater than 31
_�j overexcaVate footing 'es to m4n. 36" below bottom of fd s as
h4 oting
shown qn-A,h,e.drawjng$, 40'backf ill with pit run material compact to
0% rel 'pour iod t'ing on' backf ill.
y
9 toivoi 'densit
3-* Footing ''and. Tloox 'slab ma be pour'ed mon'oiithic-as indicate
y d or mAy
-be P
,pq.u.r -at,contractor's-optiOn'
0: "'Se
#arately.'
-GO/
HEATON
ROBERTJ$s
ARCHIT2aff—
156, vz_o
dR,
*Vb
THESE ARE TRANSMITTED as checked below:
REMARKS
COPY TO
C) For approval
[)� For your use
El As requested
El For review and comment
El FOR BIDS DUE
File
CJ Appreved as submitted
C] Approved as noted
n Returned for corrections
x
El Resubmit -copies for approval
0 Submit -copies for distribution
E3 Return --corrected prints
19 - 0 PRINTS RETURNED AFTER LOAN TO US
COUNTY OF BUTTE - DEIDARTMENT OF PUBLIC WORKS PERMIT NO.
7 County Center.Drive - Oroville, CaVifornia 95965 - Telephone 916/534-4541
APPLICATION AND PERMIT
I
ASSE20 P �:L NYMBER
7- M - 8
ZONING
P0
BUILDING PERMIT/
0 W N b�l/_r
E 60. r_ t r
TELEPHONE
SQ. FT. OCC.1 BUILDING VAL.PATION
60A/M
OWNER'S MAILING ADDRESS
CONTRA4;TOR'S NAME
SUAJ,s6el Co4IS-1-P,007-10A-1, 1AJC
TgV7-- 2�
CO
,�W50R'S MAILIV
E- - ZJ E S SA (�M
Fireplace
CONSTRUCTION LEN
UNKN
Total Valuation 1$
Filing Fee
$ 10.00
LENDER'S MAILING ADDRESS
Permit Fee
$
G I N E
Ar�y
LIW4E NO.
Plan Checking Fee
$ go
Penalty
$
A OR P JPMAILXtr.RESS
:YbT(7 EN 4
C
Permit fee
$ 0 0
BUILDV A ESS
PLUMBING PERMIT
FilingFee 10.00
Each Trap
2.00 00
Repair drainage or vent piping
5.00
Water piping
LOT NO.
SUBDIVISION NAME
PARCEL MAP
Each gas water heater or vent
5.00
Gas piping system 1 - 5 outlets
USE OF STRUCTURE
SFEJ DupIexF1 Mobilehomef_� Other El 2E 15; �/,4 r7 OA)
SPECIFY
Building sewer
Lawn sprinkler system
5.00 '00
TYPE OF WORK
New 2"'Addition [_1 R odel 0 Utilities [:1 InstallationEl Other El
Describe work: 7
Permit Fee
$ 00
Contractor
ELECTRICAL PERMIT
FilingFee 10.00
main service 600V OR LESS
1100 AMP OR LESS
5.00
Main service EA. ADD -L 100 AMP
2.50
NEW CONST - ( DWELLING OCCUP.N
OR A..NS. ACC.BLDGS.
- 20 sq ft
CONTRACTORS LICENSE LAW
I de la under penalty of perjury (check one):
I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No2-"___7Si Classification V�__(
1, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
1, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
I am exempt under Sec.-, Business and Professions Code
for this reason
NEW CONSTPL(MULTI-OUTLET,
NO N.RES'.. BRANCH CIRCUITS) 2.50 ea
NEW.CONSTFL (POWER APPARATUS &I
NON RESID. SINGLE OUTLET CIR. I
Ex. OCCUP(OUTLETS OR FIXTURES 50 @ 250
. BAL@100
FIXED APPLN5 OR
Ex. Occup.(OUTLE TS (RESI*D. I E A.) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
Misc. Wiring 7.50
Permit Fee $
Contractor
MECHANICAL PERMIT
Fi I i rig Fee 10.00
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
F1 The permit is for $100.00 (valuation) or less.
I have placed on file vVith the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -insure.
F] I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith Comply With such
provisions or this permit shall be deemed revoked.
Heating
Cooling
Hood
3.00
Venti lation
Permit Fee
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County of
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
'd C t , onsequence of the granting of this permit.
aiiainst sai oun.y ig
X Date
Signature of Aklicant - Owner 0 Contr.ctor7, Agent
An OSHA permit is required for excavations over deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
TOTAL PERMIT FEE $
OCCUP. GROUP
. i�_ i
I TYPE OF CONST,
_V
JPA11
PI
1_1
;.01
ISSUE
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DIRECTO F PUBLIC
By
PER P
�WEX'IRES' Date
the applicable provi-
resolutions to do'
fees have been paid.
WORKS
Date 7-1 L/
7_1q
Receipt No.
WHITE-D.P.W-, YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD-APPL I CANT
now) 17, P P,
Page 1
MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE
114e (96' -'Ftlre Dev4- 4
?.47wa
Bldg. Permit #
A.P.
A. GENERAL
Zoning requirarent"'ts (sideyqrds, parking, special conditions).
Valuation.
b C4._o Ar'hite't (if required). Calculations.
�T. y R. r 'Ep c
Improvemen�. and r -- Land Dev.,DPW; City of Chico; City of Biggs.
t
Complete plot plan tn amensions, easements, other buildings, and other pertinent data,
See previous pe� �ts and plans in file for expired permits, change of use, etc.
B. OCCUPANCY REQUIREMENTS
law. Tag,
=1*0411
1.
Building use
2.
Occupancy Class
Type of Cons
3.
Building floor area
sq.ft. Occupant Load
4
Total allowable floor area
'9000 Ap
sq.ft.
Basic allowable floor area
W360
sq.ft.
Basis for increase
F ;_LX
-9- M C
R'." Additions, alterations, and repairs exceeding 50% (Sec. 104).
Compliance with occupancy group requirements (Chapters 5-13).
Occupancy separations (Sec. 503).
Area separations (Sec. 505).
)&Firewalls due to location on property (Sec. 504).
e,mlaximum height requirements (Sec.. 507).
I
. Attic.separations (Sec. 3025).
1;< Ventilation and special hazards requirements (Chapters 6-13).
1�0.0' Fire extinguishing systems (Chapter 38); Fire alarm systems (Sec. 809 & 909).
l4*.*"0_'Mechanical code requirements. (Grease Hood w/fire sprinkler system - Chapter 20).
1;. Health Dept. Plan Review" -(a) Restaurant Act; (b) Commercial Pool.
16*.*" Smoke detection system.
UK" Fire Dept. Plan Review and/or Fire Marshal Plan Approval.
1$of' Electrical Code Requirements (Pools or hazardous occ.) (Art. 680*& 500's).
C. TYPES OF CONSTRUCTION REQUIREMENTS
Fire retardant roof coverings (Sec. 1704).
Parapet walls (Sec. 170.9).
Toilet room floors and walls (Sec. 1711).
Physically handicapped (Sec. 1711 & Table 33A).
Guardrails (Sec. 1716).
Detailed types of construction requirements (Chapters
21*. Proper roof pitch for roof covering (Chapter 32).
Attic access and ventilation (Sec. 3205).
Roof drainage (Sec. 3207).
Skylights (Chapters 34 & 52).
LK' Stages and platforms (qhapter'39).
121.' Interior wall and ceiling finish (Chapter 42).
W. Fire resistive requirements (Chapter 43).
14e.' Wall and ceiling coverings (Chapter 47).
le'.O" Glass and glazing (Chapter 54).
,..lk.'Building Materials - Check: Grade, Species, Allowable
Example: (Glu -lam Beams w/ certif. 24F ext.grade).
17-22).
Human Impact (Sec. 5406).
Stresses, Ext. or Int. '
MULTIPLE FAMILY -AND COMMERCIAL PLAN CHECKING GUIDE (continued)
D. STAIRS, EXITS, AND OCCUPANT LOADS
k.0,0�._�neral Exit Requirements (Sec. 3301) (Post occ. load, etc.).
,20." Number of exits, width and locations (Sec. 3302).
i�.�Doors (Sec. 3303).
4,.-�corridors'and exterior exit balconies (Sec. 3304).
Stairways, rise & run, width, winders, and construction (Sec. 3305)..
�6�. Horizontal exit (Sec. 3307).
Exit and smokeproof enclosures (Sec. 3308 & 3309).
Exit signs and illumination (Sec. 3312).
9'.*'- Aisle's & seating (Sec..3313).
l0o.`*� Exits for occupancy groups A-E (Sec. 3315-3319).
G-INEERING REGULATIONS, DESIGN, QUALITY, MATERIALS, AND DETAILED REQUIREMENTS
Page 2
(!�J�_complete plans sufficient to show how building is proposed to be constructed and to
verify conformance with Chapters 23-29. Plans must include plot plan, floor plan,
foundation plan, elevations, and complete structural details.,
Energy design, calcs, and necessary details (State law).
Veneer (Chapter 30).
Chimneys and fireplaces (Chapter 37). Engineered plans if required.
Plastics (Chapter 52).
Excavation and grading (Chapter 70).
.70.1 Continuous or Special Inspection (Sec. 305).
j8e.' Factory or other certification.
Soils or compaction data.
Noise regulations.
I Footing reinf. Min. Two #4 bars (cont.).
Engineering.Calc(s)'should include:
(a) Roof Ceiling.
(b) Floor Ceiling.
(c) Foundation..
(d) Walls Large openings? (consider lateral).
(e) Lateral: 'I. Roof Diaphram.
2. Shear Walls.
3.1 Anchorage & Tie -downs.
4. Connections thru-out.
(f). Retaining Walls.
3
'COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541
PERMIT APPLICATION DATA SHEET
Permit No.
OWNER 0 TTE CZ. 4�7945 Z:i5l";T A. P. No.
Proposed Building Use
Permit Fee Based Upon: —Complete Contract Price DPW Valuation
Other (Explain)
Building Inspector Date
At time of permit application, I was advised the following data must be submitted prior to permit processing
and/or issuance: DATE RECEIVED APPROVED
,�All items have been submitted.,,,,::,,.: . . . . . . . r zi/ol
77-12'67
'lot plans in P 4, yrak
2. F 4t
/tri
ri
'A P��ica e/t iplicate.
3. Complete plals �PIUIDI
ro�. I - 7-40- fl I
omplete engineered plans a 7W A A^JMiv*.
5. Plans with Energy Design Compliance Statement . . . . . .
6. -State Energy Forms No.
Statement of Intent for Non -Heated and AC Buildings. 7- to- 71
8. Fees of $ . . . . . . . . .
9. Letter of signature authorization. '. I
H JI
Sanitation approval from 6�eA�*�. 'd
11. Planning approval for (A) Use: (B) Parking:— U
12. Certificate of Workmen's Compensation Insurance . . . . . .
13. Contractor's License Information (no., name style, classif.)
14. Owner -Builder Verification (Given to owner[], Mai I to owner
Improvements may be required.AIPve' . PP -,0111/469 d& 5_&-
.16. Mobilehome Installation Data. . . . . . . . . . . .
17. Pre -Inspection for 4 Pre-Inspec. request to
Required- Building Inspector (Date)
.18. Other
When you issue the permit, process as follows: — Mai I to owner.'-_��aH �to_c_ontrac �
Telephone and hold for pickup at —office. —Deliver w/inspector.
Other
Applicant
Date 0-1-0 _/
Copy of plans sent —Health Dept., ""� Fire Dept., —Cither Date -7- &;;� 21-1
During the plan checking process, !he following data must be submitted prior to permit issuance-;
(For required items not checked abov n, c i rc le j tLeEj)
1. Index permit for above Items No. 4
SZ9 VIM
2. Additional items required:
S_ %j t4__—`
"IFIMCI
Designer, Owner) was advised of above required data by _X,_Tel�Wone —Mail —Cither
AdeirloT 77f
By— og!T!&;;,j — Date
Plans checked by
Plans approye�d b,
Other:
Copy-DPV9 V
Date
Date
-7-1
�Zq (�71
Administrative Office
July 9" 1981
To: Jim Glander, Chi'ef Building Inspector
From: Gerild Lively, Deputy County Administrative Officer
Subject: Richvale Fi're Station
Please find attached the completed non residential buildings
energy conservation standards document which you required.
It i's- my further understanding that you require additional copies
of the s-ite plan and construction documents. Please be informed that
.these are on file wfth your staff and you may make copi'es at your
discretion.
Gerald Lively
GL/rd
Attachment
cc: Tom Struthers, Purchas%ing Officer
Dale " M. Waugh., Battalion Chief
Matt Bowman, Suns-eri' Construction
F.4;:, *' --), . . . -
NON- RIS *IDEI\Tr T -AL BURDINGS
ENTROY-CON?SERVATTON STANDARIDS
Statement of Inte-.-.t for Non-liezited and/or Non -Air Conditioned Buildinpzs
I, Gerald Lively owner of the building to be constructed as a
(please print)
fire station under '2477- V at Richyale
(bldg.permit no.) (location)
5 hereby certify that I
do not intend to litat or cool this building in such a manner as to be subject to
other than the mandatory sections of the State Energy Requirements.
a
I understand that if I do heat or cool this building in the future, that I
will be subject to the energy requirements in effect at tilat time.
I understand that if I change the use or OCCU'Dancy of this building in the
futurel that I will be subject to the energy roquirernents in effect at that tL-ne
a
for that spccific occupancy..
'I also understand that if I becctne subject to the energy ree�qiremcnts :�-tl the
future, it may be necessary to redesign and/or alter (1) th.e buii'-dAing--"'envclopd-
'J'n
(2) the insulation requirements of the heating, ventilating, and--:al-r conditibining
PM (4) fe
systems, (3) the heating, ventilating, and air conditioning PqUI en�t,
SarViCC Water heating, and (5) the lighting of the building to coinply with the
C,
re.aulations.
I understand that any of the above clian-es will require me to obtain the
necessary permits, inspections, and approvals fro -n the Butte County Building
Department.
Signature of Building Owiieic.:-:�4
Mailing Addlrc-ss 25 County Center Drive.
T C . lophonc! n). 534-4631
BUTTE c;ouNy
AnKAINISrRATlyE OFFICE
i i , $
U
ic,,�;QvjuA
co C6
dT
Do
BUTTE c;ouNy
AnKAINISrRATlyE OFFICE
i i , $
U
ic,,�;QvjuA
2,
1 — /9/— c52,5
'(')-BASALITE
lq�
605 Industrial Way
Dixon, CA 95620
(916) 678-1901
(916) 678-6268 FAX
August 31, 1992
Pacific Supply -Chico
4
3505 HLcks Lane
Job: Richvale Fire Station
Richvale, CA
UAIV&
jp�
We hereby certify that the concrete masonry units we have
furnished on -the above named project will fully conform
to ASTM C-90-90, Type II as tested by the current ASTM
C-140. q � '457�o
In addition all units will have a maximum linear shrinkage
not exceeding ..065%. We also certify that the lightweight
aggregates used in the block conform to ASTM C-331.
All units will be properly and thoroughly cured prior
to delivery.
sincerely,
Thomas H. McCormick
Technical Director
�411 7-1-1 710M
BUTTE COUNTY
BUILDING DEPARTMENT
19
APPROVED r4'7 , ' �M/&
a division of PACIFIC COAST
building products
FORM TL 543 Certificate
(REV. 3/8t) No. 060252
VENDOR'S CERTIFICATE OF COMPLIANCE
0 (PRE -CAST CONCRETE PRODUCTS) OR 4 (READY MIXED CONCRETE)
To:
State Highway Engineer:
We certify that the portland cement, chemical and mineral admixtures contained in the
material described below are brands stated and comply with specifications for:
CONTRACT NUMBER :=b
00 71etA;AL&
Cement Brand: eACA &* 4W -A r' Mill Location:
TYPE: :X —= A'&ZO D., j r.
CHEMICAL ADMIXTURE
1. BRAND:
TYPE: —
MANUFACTURER:
2. BRAND: MANUFACTURER:
TYPE:
CHECK BOX IF A CHEMICAL ADMIXTURE WAS NOT USED UL
MINERAL ADMIXTURE
MANUFACTURER:
CLASS:
CHECK BOX IF A MINERAL ADMIXTURE WAS NOT USED
Delivery Date (Ready -Mix) Dates of Fabrication (Precast)
7-10-0.2 1
List products to which this certificate applies. (Show size and lin. ft. of pipe, etc.,
delivery slip numbers for ready -mix.)
L',s..# ee -- K, Peoa &e 7c- ;�o 0.
MANUFACTURER OF CONCRETE PRODUCTS
Orig. to Res. En9r.
gr
Retain Duplicate.
, By: Z'
91 91529 AUT.OR1;E1f0fEPRESENTAT1r)E
FORM TL 543 Certificate
(REV.'3/85) No. 060251
VENDOR'S CERTIFICATE OF COMPLIANCE
0 (PRE -CAST CONCRETE PRODUCTS) OR X (READY MIXED CONCRETE)
To:
State Highway Engineer:
We certify that the Portland cement, chemical and mineral admixtures contained in the
material described below are brands stated and comply with specifications for:
CONTRACT NUMBER 01 'eell! UACC- "-lee 5:1A
Cement BrandnICA Udgt&S MillLocation,
jjj�
141 r
TYPE:
CHEMICAL ADMIXTURE
1. BRAND:
TYPE: —
MANUFACTURER:
2. BRAND: MANUFACTURER:
TYPE:
CHECK BOX IF A CHEMICAL ADMIXTURE WAS NOT USED
MINERAL ADMIXTURE
MANUFACTURER:
CLASS:
CHECK BOX IF A MINERAL ADMIXTURE WAS NOT USED
Delivery Date (Ready -Mix) Dates of Fabrication (Precast)
List products to which this certificate applies. (Show size and lin. It, of pipe, etc
delivery slip numbers for ready -mix.)
a a., e _3' 7".
MANUFACTURER OF CONCRETE PRODUCTS
Orig. to Res. En9r.
Retain Duplicate. L74!��
%; _' __ .'D ;5�f'AaL
91 91529 AUTHOIZRrD REPRESEi;-TATIVE
FORM TL S.43 Certificate
(RE �; was) No. 060252
VENDOR'S CERTIFICATE OF COMPLIANCE
0 (PRE -CAST CONCRETE PRODUCTS) OR K (READY MIXED CONCRETE)
To:
State Highway Engineer:
We certify that the Portland cement, chemical and mineral admixtures contained in the
material described below are brands stated and comply with specifications for:
CONTRACT NUMBER
Cement Brand: Se
A CA At 0�.0 Mill Loccrtion-.
TYPE, = —Zr
CHEMICAL ADMIXTURE
1. BRAND: MANUFACTURER:
TYPE:
2. BRAND: MANUFACTURER:
TYPE:
CHECK BOX IF A CHEMICAL ADMIXTURE WAS NOT USED UL
MINERAL ADMIXTURE
MANUFACTURER:
CLASS:
CHECK BOX IF A MINERAL ADMIXTURE WAS NOT USED
Delivery Dote (Ready -Mix) Dates of Fabrication (Precast)
List products to which this certificate applies. (Show size and lin. ft. of pipe, etc
delivery slip numbers for reody-mix.)
MANUFACTURER OF CONCRETE PRODUCTS
Orig. to Res. Eng".
Retain Duplicate.
By
91 91529 *40r AUTHORIZIf0fEPRESENTATI'0E
Al��E-o 61-'�Ml-tl VCA --,&7r ".
/. colyXge:-7-
CiF14FAIT C101-1-rEMT
r/F/ C -P
FORM TL S43 Certificate
(REV. 3/8S) No. 060251
VENDOR'S CERTIFICATE OF COMPLIANCE
[I (PRECAST CONCRETE PRODUCTS) OR X (READY MIXED CONCRETE)
To:
State Highway Engineer:
We certify that the portland cement, chemical and mineral admixtures contained in the
material described below are brands stated and comply with specifications for:
CONTRACT NUMBER C e 0A ear 571A
Cement BrandZACA CZ19CAS Mill Location -
TYPE: 7,-- 77 D I> I,,/
CHEMICAL ADMIXTURE
1. BRAND: MANUFACTURER:
TYPE:
2. BRAND: MANUFACTURER:
TYPE:
CHECK BOX IF A CHEMICAL ADMIXTURE WAS NOT USED
MINERAL ADMIXTURE
MANUFACTURER:
CLASS:
CHECK BOX IF A MINERAL ADMIXTURE WAS NOT USED
Delivery Date (Reody-Mix) Dotes of Fabrication (Precast)
7— 1Y — 9!7 1
List products to which this certificate applies. (Show size and lin. ft. of pipe, etc
delivery slip numbers for ready -mix.)
a io , e IF
MANUFACTURER OF CONCRETE PRODUCTS
Orig. to Res. Engr.
Retain Duplicate By
91 91529 �P ' r AUTH(:1011ZIAD REPRESENTATIVE
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