HomeMy WebLinkAboutB16-1727 040-310-093BUTTE'COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
INSPECTION CARD MUST BE ON JOB SITE
24 Hour Inspection Line (IVR) : 530.538.4365 (Cut off time for inspections is 2pm)
Development Services cannot guarantee inspections on the date requested
Office: 530.538.7601 Fax:530.538.7785 www.ButteCounty.net/dds
t
Permit No: B 16-1727 Issued: 10/6/2016
APN: 040-310-093 1
Address: 37 SPEEDWAY AVE, CHICO
Owner: SMUCKER QUALITY BEVERAGES INC
Permit Type: S 1 MODERATE HAZARD 1
Description: WAREHOUSE ADDITION PART STORAGE
AREA
5
Flood Zone: None SRA Area: No
SETBACKS for Zoning, G W
Front: Centerline of Road:
Rear: SRA:
Side: AG:
Other:
Total Setback from Centerline of Road:
ALL PLAN REVISIONS MUST BE APPROVID BY THE COUNTY BEFORE PROCEEDING
i
Inspection Type
IVR JRW DATE
Setbacks
131 —7
Foundations / Footings
111 0-
Pier/Column Footings
122
Eufer Ground
216
Masonry Grout
120
Setbacks
131
Do Not Pour Concrete Until Above are Sjgned
Pre -Slab
124
Gas Test Underground/floor
404
Gas Piping Underground/floor
403
Underfloor Framing
149
Underfloor Ducts
319
Shear Transfer
136
Under Floor Plumbing
412
Under Slab Plumbing
411
BlockinglUnderpining
612
Tiedown/Soft Set System
611
Do Not Install Floor Sheathing
or Slab Until Above Signed
Shearwall/B.W.P.-Interior
134
Shearwall/B.W.P.-Exterior
135
Roof Nail/Drag Trusses
129
Manometer Test
605
Do Not Install Sidin Stucco or Roofing Until Above Signed
Rough Framing
153
Rough Plumbing
406
Rough Mechanical
316
Rough Electrical
208
4 -Way Rough Framing
128
Gas Piping House
1 403
Gas Test House
404
Shower Pan/Tub Test
408
Do Not Insulate Until Above Signed
Permit Final
802
Electrical Final
803
Mechanical Final
809
Plumbing Final
813
Fire Sprinkler Test or Final
702
Swimmin2
Pools
Inspection Type
IVR INSP DATE
T -Bar Ceiling
145
Stucco Lath
142
Swimmin2
Pools
Setbacks
131
Pool Plumbing Test
504
Gas Test
404
Pre-Gunite.
506
Pre -Deck
505
Pool Fencing/Alarms/Barriers
1
503
Pre -Plaster
507
Manufactured Homes
Setbacks
131
BlockinglUnderpining
612
Tiedown/Soft Set System
611
Permanent Foundation System
613
Underground Electric
218
Sewer
407
Underground Water
417
Manometer Test
605
Continuity Test
602
Skirting/Steps/Landings
610
Coach Info
Manufactures Name:
Date of Manufacture:
Model Name/Number: '
Serial Numbers:
Length x Width:
Insignia:
Public Works Final 538.7681
Fire De artment/CDF 538.6226
Env. Health Final 538.7281
Sewer District Final
"PROJECT FINAL �•
*Project Final is a Certificate of Occupancy for (Residential Only)
PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR
RENEWAL 30 DAYS 'PRIOR TO EXPIRATION
I
APPLIED TESTING CONSULTANTS
MATERIAL TESTING, ENGINEERING, AND INSPECTION
CERTIFICATE OF BOLTING INSPECTION
Date: 11-11-16 Project: Smuckers, Parts Storage
Inspector: Mark Bruckenstein
Bolt Size I Req'd Tension Test Torque
28,000+5% 350
Turn of the Nut J Impact Test
rn past sn
n/a
n/a
DESCRIPTION OF WORK
Arrived at the jobsite at 0700 hours to perform special inspection of high strength bolting at the parts storage
building.
Before tightening the bolts we verified that the materials used in this assembly were in conformance with the
requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications.
The bolts used in this structure were W A325 grade high strength bolts with hardened steel washers beneath
hardened steel nuts.
The Calibrated Wrench Tightening method was used per Section 9.2.2 of the RCSC Specifications. A representative
sample of 3 bolts from each diameter, length, and grade used in this structure were tightened in the Skidmore
Wilhelm tension -indicating device using a calibrated dial -indicator torque wrench. Three readings were recorded, on
the wrench, for each bolt size, in order to establish an average job test torque to provide a tension not less than five
percent in excess of the minimum tension specified in Table 8.1 of the RCSC Specifications.
Each bolt assembly was installed and tightened to a snug -tight condition by the contractor prior to tightening. There
were a total of 80 bolts in the structure, all were tightened using the above mentioned procedure.
Based on the above mentioned procedure, it is our judgment that all A325 high strength bolts installed in the
structure have been properly tensioned in accordance with the RCSC Specifications -for -Structural Joints contained in
the AISC Manual for Steel Construction. -
Refeln
OC1 E0, 411Mis
.41
Charles J. Roberts, PE
Inspector C-038692 Exp. 3/31/17
Staff Engineer
3060 Thomtree Drive, Suite 10 0 Chico, CA 95973 0 Telephone: (530) 891-6625 0 Facsimile: (530) 891-4243
BUTTE COUNTY
' DEPARTMENT OF DEVELOPMENT
SERVICES
BUILDING PERMIT
24 HOUR INSPECTION (IVR)#:530.538.4365
OFFICE #: 530.538.7601 FAX#: 530.538.2140 or 530.538.7785
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PROJECT INFORMATION
Site Address: 37 SPEEDWAY AVE
APN: • 040-310-093
Permit type: COMMERCIAL
Subtype: S 1 MODERATE HAZARD
Descrintinn• WARIPU I11CT. AINIITInN PART
Owner:
SMUCKER QUALITY BEVERA
P O BOX 3841
CHICAGO, IL 60654
5308995000
Permit No: B16-1727
Issued Date: 10/6/2016 By JMD
Expiration Date: 10/6/2017
Occupancy: S-1 Zoning:
Contractor
Applicant:
Square Footage:
i NORTH VALLEY BUILDING SYSTEMS INC
WOOD, BRET
Building Garage RemdUAddn
30 SEVILLE COURT
30 SEVILLE COURT
1,400 0 0
CHICO, CA 95928
CHICO, CA 95928
Other Porch/Patio Total
5303457296
5303457296
0 0 1,400
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' Slate License Law for
• NORTH VALLEY 812173 / B / 9/30/2018
the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section
7031.5, Business and Professions Code: Any qty or county that requires a permit to construct, alter,
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9
improve, demolish, or repair any structure. prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors
(commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license k
in full force and effect.
State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and
Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption.
X
Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of
not more than five hundred dollars ($500).):
Contractors Signature Date
I, as owner of the property, or my employees with wages as their sole compensation, will
❑
do U all of or U portions of the work, and the structure is not intended or offered for sale
' WORKERS' COMPENSATION DECLARATION
(Section 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who, through employees' or personal effort, builds or improves the
• I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations:
Property, provided that the improvements are not intended or offered for sale. If, however, the
•
have and will maintain a certificate of consent to self -insure for workers'
building or improvement is sold within one year of completion, the Owner -Builder will have the
burden of proving that it was not built or
❑1
compensation, issued by the Director of Industrial Relations as provided for by Section
improved for the purpose of sale.).
'
3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy
No. ° - • +
-
I, as owner of the property, am exclusively contracting with licensed Contractors to
I have and will maintain workers' compensation insurance, as required by Section 3700 of
E]
construct the project (Section 7044, Business and Professions Code: The Contractors' State
License Law does not apply to an owner of properly who builds or improves thereon, and who
the Labor Code, for the performance of the work for which this permit is issued. My workers'
contracts for the projects with a licensed Contractor pursuant to the Contractors' State License
compensation insurance carrier and policy number are: -
Law.)..
Carrie, INSURANCE Policy NumbWAA501439nn Exp. INW2017
'-
I am exempt from licensure under the Contractors' State License Law for the following
El
•
I certify that, in the performance of the work for which this permit is issued, I shall not
reason:
r employ any person in any manner so as to become subOct to the workers'
- - compensation laws of California, and agree that, if I should become subject to the workers'
X
- compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those
provisions. t
Owners Signature Date
X
PERMIT APPLICANT DECLARATION
By my signature below, I certify to each of the following:
Signature Date
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS '
I am L) a California licensed contractor or L) the property owner' or U authorized to
UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES
act on the property owner's behalf"'.
I have read this construction permit application and the information I have provided is
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN
correct.
ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
t agree to comply with all applicable city and county ordinances and state laws relating
• SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
to building construction.
authorize representatives of this city or county to enter the above -identified property
CONSTRUCTION LENDING AGENCY DECLARATION
for inspection purposes. California Licensed Contractor, Property Owner' or
Authorized Agent": 'requires separate verification form 'requires separate
- I hereby affirm under penalty of perjury that there is a construction 'ending agency for the
authorization form
performance of the work for which this permit is issued (Section 3097, Civil Code).
- Lenders Name and Address
.r -
X -
.. ._ ... ._._... — -
Lenders Name & Address.
r•
City State Zip
r
FEE INFORMATION
Total Fees: $5,552.27 Fees Paid:
Balance Due:. (None) Job Value:
Print
$5,552.27
$103,670.00
I SeANSI I IUN 5T i:�U I Lt --N
BUTLER MR -24 BUTLER MR -24
STANDING .3" VINYL BACKS
BUTLER STANDARD STANDING SEAM SEAM STEEL FIBERGLASS
GABLE TRIM STEEL ROOFING ROOFIINSULATION (E)
NG (E)
" ENDWALL ROOF, ENDWALL ROOF
BEAM BY BUTLER BEAM BY BUTLER Z -PURLINS o 5'±
TO REMAIN O.C. BY BUTLER. (E) .
Q
- SIMPLE -SPAN
GIRT5 BY BUTLER - EXISTING
;n
SIMPLE -SPAN
EXISTING SIDING TO
BE REMOVED, GIRT5 TO BE
w REMOVED
ENDWALL' COLUMNS EXISTING ENDWALL
BY BUTLER COLUMNS TO
REMAIN
G"
9" CONCRETE
8
SLAB WITH " CONCRETE SLAB "4 a 12"
WITH, 04 0 18' O.C. E.W.
$I
O.C.: E.W. (E)
• �� -SII,-�=ISI I�1II1-1I1=iii i
2" GLEAN SUBGRADE
SAND BASE PREPARED PER
SOILS REPORT
10 MIL VI5QUEEN
PROPOSED ADDITION EXISTING: CONSTRUCTIO
QRpF ESSION
ADDITIONS TO. EXISTING GOLD -STORAGE BUILDING: FOR SECTION �$� �° KEW co q�
SMU'CKERS NATURAL FOODS; INC.. �� �� qti `moi "
31 SPEEDWAY, CHIGO (BUTTE CO.),. GA ,43
EYISION3 1.0/�/1� .
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EXP.CIVIL
FORTION: OF SHEET A3
OF C pL�E "
SECTIONS 4 DETAILS