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HomeMy WebLinkAboutB16-1725 040-310-0934 BUTTE 'COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD MUST BE ON JOB SITE I4 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 Permit No: B 16-1725 APN: 040-310-093 Address: 37 SPEEDWAY AVE, CHICO Owner: SMUCKER QUALITY BEVERAGES INC Permit Type: S 1 MODERATE HAZARD Description: ADDITION TO EXISTING COLD -STORAGE I AREA 5 Flood Zone: None SRA Area: No SETBACKS for Zoning. AG. SRA. W Front: Centerline of Road: Rear: SRA: Side: AG: Other: Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR' P DATE Setbacks 131 p. Foundations / Footings 111 ^ Pier/Column Footings 122 Eufer Ground 216 Masonry Grout 120 Setbacks 131 Do Not Pour Concrete Until Above a ned Pre -Slab 124 QP 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 Blockin /Unde inin 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 403 Gas Test House 404 Shower Pan/Tub Test 408 Do Not Insulate Until Above Signed a Inspection TVpe IVR INSP DATE T -Bar Ceiling 145 Stucco Lath 142 y� Fire De artment/CDF 538.6226 Mechanical Final 809 Swimming 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 Blockin /Unde inin 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: *Project Final is a Certificate of Occupancy for Residential Only) PERMITS BECOME NULL AND VOID I YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION i c i u Permit Final 802 Public Works Final 538.7681 Electrical Final 803I y� Fire De artment/CDF 538.6226 Mechanical Final 809 Env. Health Final 538.7281 Plumbing Final 813 Sewer District Final Fire Sprinkler Test or Final 702 { 2 "PROJECT FINAL S, i *Project Final is a Certificate of Occupancy for Residential Only) PERMITS BECOME NULL AND VOID I YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION i c i u BUTTE COUNTY + DEPARTMENT OF DEVELOPMENT SERVICES BUILDINGPERMIT 24 HOUR INSPECTION (IVR)#:530.538.4365 • C A l I F O R N 1 A• OFFICE #: 530.538.7601 FAX#: 530.538.2140 or 530.538.7785 PROJECT INFORMATION Site Address: 37 SPEEDWAY AVE Owner: Permit No: B16-1725 APN: 040-310-093 SMUCKER QUALITY BEVERA Permit type: COMMERCIAL P O BOX 3841- Issued Date: 10/6/2016 By JMD Subtype: S 1 MODERATE HAZARD CHICAGO, IL 60654 Expiration Date: 10/6/2017 Description: ADDITION TO EXISTING COLD- , 5308995000. Occupancy: S-1 Zoning: Contractor Applicant: Square Footage: NORTH VALLEY BUILDING SYSTEMS INC BRET WOOD Building Garage Remdl/Addn 30 SEVILLE COURT 30 SEVILLE COURT 3,690 0 0 CHICO, CA 95928 CHICO, CA 95928 Other Porch/Patio Total 5303457296 5303457296 0 0 3,690 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' State 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 city 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 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license iE permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' in full tome and effect. Slate 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 building or improvement is sold within one year of completion, the Owner -Builder will have the ❑I have and will maintain a certificate of consent to self -insure for workers' burden of proving that it was not built or 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. ❑ 1, property, as owner of the , p pe rty, am exclusively contracting with licensed Contractors to ❑construct the project (Section 7044, Business and Professions Code: The Contractors' State I have and will maintain workers' compensation insurance, as required by Section 3700 of .License Law does not apply to an owner of property 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,), Cartier. INSURANCE Policy NumbVVSA5n3433nn Exp. (WW2 J1 - _ I am exempt from licensure under the Contractors' State License Law for the following' reason: I certely 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' ' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Owners Date we Signature Date By my signature below, I certify to each of the following: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS I am L) a California licensed contractor or U the property owner' or U authorized to UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES act on the property owner's behalf AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN I have read this construction permit application and the information'[ have provided is ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN correct. SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. I agree to comply with all applicable city and county ordinances and state laws relating •; to building construction. I 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 hereby affirm under penalty of perjury that there is a construction lending agency for the authorization form - - performance of the work for which this permit is issued (Section 3097, Civil Code). _ Lender's Name and Address , V Name of Permittee [SIGN] Print Date Lenders Name & Address City State Zip FEE INFORMATION l Total Fees: $8,028.41 Fees Paid: Balance Due: (None) , Job Value: , •i $8,028.41 $183,614.40 CRANDALL ENGINEERING 5448 • MERRILL MILL' ROAD MARIPOSA. CA .95338. - October 6, 2016 Butte County Department of Development Services Building Division 7.County Center Drive fe Oroville, Ca: 95965-3397 =tom '"^'�.,"-� • - Subject: Permit B16-1725. T`•� Dear sir or madam: in the construction of the foundation.for the Thaw area cover, for Smucker's•at.37 SpeedwayAve, the excavation for'the footing at'gridline A-4 encountered uncompacted fill to:a depth of approximately.4' below the proposed Base level of the new structure. On section WS11 in the approved plans it is noted that footings must extend`at least 18 into native material meaning the bottom of the footing would need to be more than 5' below grade while the actual design' thickness of the footing only needs to be, V-,.4" thick as shown'in section:H/Sl: -Rather than make the-footing entirely of concrete, the excavation may be backfilled with either clean gravel or compacted Class 11 aggregate base up to a level where the actual concrete footing is only 2'-4" thick. A copy'of`revised detail M/S1 showing this change is,attached.. -' Please call if you have any further questions. Sihcerely;' ep!. T Andy Crandall, P.E. C-32694/ Exp 6/30/18 Cc: NVBS File 16023 PHONE: 209-966-4844 �.. Z . Z ' 3,. 211 rn _ NCl mX. 2 -011 r Zn40 �1 D � rn T- Z rn _ MIN.. E.,70 Rt D 4 211 MAX ZZ mss. �oq APPLIED_TESTING CONSULTANTS MATERIAL TESTING, ENGINEERING, AND INSPECTION CERTIFICATE OF BOLTING INSPECTION Date: 11-11-16 Project: Smuckers, Thaw Building Inspector: Mark Bruckenstein Bolt Size (in dia) Req'd Tension (Ibs) Test Torque (ft -lbs) Turn of the Nut (turn past snug) Impact Test (sec) .28,000+5% 350 n/a n/a DESCRIPTION OF WORK t Arrived at the jobsite at 0700 hours to perform special inspection of high strength bolting at the thaw 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 %" A325 grade high strength bolts with hardened steel washers beneath hardened steel nuts. [XJ Torque Wrench W/ Washers -- 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 24 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. Mark Bnolumuteln CWi' 070,11=1 001 EXP.41111; 0169 Inspector Charles J. Roberts, PE C-038692 Exp. 3/31/17 Staff Engineer 3060 Thorntree Drive, Suite 10 0 Chico, CA 95973 ° Telephone: (530) 891-6625 ° Facsimile: (530) 8914243