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Home My WebLink About016-210-033Dy$ 710~D"33 -B 6b -�- 1 4 04 � � PERMITN95-3150 If. • a O •.03 3 1�ru X3(0 REED, Thomas Ct. ,.Bldg 2, Chico New Warehouse MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift. 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cuoancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls Ceilings ;C,) COMMERCIAL 048-010-054 PERMIT#95-3150' REED Thomas / abin Hollow Ct.,•,Bldg 2, Chico New Warehouse a2 OFFIICE/C�tOn"Y I Address / ✓ZZJ C4*AA1 ��1W GAS Meter By Date ELECTRIC GG Meter By Date L7' 1 OFFICE C PY Address I �22 5 1 �tiwt GAS ate Meter By--,,—,j_ ELECTRIC Date• 22q - Meter By JOB FINALED (Dat Signature CERTIFICATE OF OCCUPANCY ISSUED (Date) Signature. J=OK O=Not OK = Not Applicable Not Ready COMMERCIAL = Date UNDERFLOOR (Plans) OK except #'s Date ; FRAMING (Continued) le"Zoning-Setba -Flood-Slope-Soil Report 46. Hangers -Post Caps -Anchors -Connectors g. ain; Soils-Ufer und.-Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice ZZ V15 I I old Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall-Doors-Area-Occo.-Prop_ 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stem IIs, Main; Steel -Bloc kouts-Wrapped !V. Steel -Grade -Placement lab; Steel -Wrapped -Wire Mash 8. P' s -Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing 49. Attic cess; Size & Romex Protection -Draft Stop -Ins. Baffles 50. -Lam cert. -Placement -Support . Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Wapf Htr.; Vent -Access -Combustion Air -Baffle 1' Oar Pipe; Test & Anchor -Nail Protection J t8 .W.V.; Test -Fittings & Anchor -Nail Protection ! G/(l* 19. SiP116-Floor-Grease Trap 21. Gas Pipe; Size & Anchors - Firewall Penetrations Dat@ 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 i 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ieps-Door & Sidelight Protection -Landings f,4etxits-Size-Num ber-Placemen t 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinkler lacement-Test 67. S ended Ceiling-Seismic-Wires-Elec-Light & Mech. ti WElec. Trim & Subpanel; Breaker Sizes & Labels 69. Stair Rails 11 -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext., VIP 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector--P.R.V: Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic ❑ Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor O Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg: Appliance -Fireplace -Clearance to Openings 80. Water I; Disconnect, Electrical, Plumbing 81. Ex or Elec. Trim; G.F.I. Receptacle -Underground go.f Site -Parking -Handicap 3 lass Protection 84. Correcti s from Previous Inspections 85. G est -Meters Tagged; Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occuoancv (NOTE: An entry must be made each time you visit the job site) 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. 14. 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 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ieps-Door & Sidelight Protection -Landings f,4etxits-Size-Num ber-Placemen t 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinkler lacement-Test 67. S ended Ceiling-Seismic-Wires-Elec-Light & Mech. ti WElec. Trim & Subpanel; Breaker Sizes & Labels 69. Stair Rails 11 -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext., VIP 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector--P.R.V: Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic ❑ Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor O Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg: Appliance -Fireplace -Clearance to Openings 80. Water I; Disconnect, Electrical, Plumbing 81. Ex or Elec. Trim; G.F.I. Receptacle -Underground go.f Site -Parking -Handicap 3 lass Protection 84. Correcti s from Previous Inspections 85. G est -Meters Tagged; Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occuoancv (NOTE: An entry must be made each time you visit the job site) K\ '14� 1 - '-COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7641 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTIC E � -6 OWNER PERMIT NO. 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. X Date IP-/ - / 3 (�;2 Inspector REV 10/92 —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 Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE [24SIV, 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. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 .741; 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances 4 , j d at 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. � 51 71 COUNTY OF BUTTE BUILDING DIVISION D E�PARTMENT OF DEVELOPMENT SERVICES 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 OWNER PERMIT NO. 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. L Date in'SPE REV 10/92 COUNTY OF -BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and compl�ied in accordance with the requirements of the Uniform Building Code, under,permit number C)5-3190 for the following: Use Classification WARIA106SE r Address or Ucation 13223 CABIN HOLIDW COURT Group B2 occupancy; Type 5N -construction. It is hereby certified for the occupancy described above and may he occupied. Director of Public Works Date — 9/12/96 by I 44::_ POST IN A CONSPICUOUS PLACE (Over) N OTIC E A new Certificate of Occupancy Is required It 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. EN COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541PERMIT NO. APPLICATION AND PERMIT �-' 3 / S-Yp 'sM*�R'ffELb""'M4 ZON11NT 1 BUILDING PERMIT OIMIvIAS REED TELEPHONE SO, Fr, OCC. BUILDING VALUATION GPS MIW72�8, CHICO CA 95927 4000 @22 88, 000.00 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNI(JOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 585.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 380.55 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING DRESST -?- -2,3 CABIN HOLLOW BLDG 2 PERMITFEE $ 986.05 PLUMBINGPERMIT Fling Fee 20.00 Each Trap 8 7.00 S6.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23,00 USEOFSTRUCTURE SF ❑ Duplex O Mobilehome ❑ Other COI"INI WAREHOUSE SPECIFY Water piping 15.0015. 00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 5.00 TYPE OF WORK New EX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: — Mobile Home I S I GI W 1 920.00 PERMITFEE g 106.00 Contractor ELECTRICAL PERMIT Filinq Fee 1 20:00 oRR --ss- ) 23.0092. 0 Main Service ( e200A o, Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION 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 is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR SD. OR ADDNS. ( a ACC. BLDS. ) 3.5¢ FT. NEW CONST. ( MULTI -OUTLET ) @7 50 60.00 NON-RESID. BRANCH CIRCUITS ( POWER APPARATUS ) a sOUTLET CIS. Ex. Occup. (OUTTLETLET OR FIXTURES ) 20 � � + BAL SO Ex. Occup. OUTLEEDTS ((RRESID.)EA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 172.00 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify 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 workers' comp 'h bonlaws of California, and agree that if I should become subject to the Wo k ys' compensation provisio of section 3700 of the Labor Code, 1 shall fq ith comply with t pr isi ns. ✓ -7 ti X ___ _ _tDate ��` 2_/ "15 Signa ure of Applicant - ❑ Owneirl ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ °O co�T. PE TOTAL FEE $ 1264.0, HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicatft above for hich fees have been paid. By Date PERMIT EXPIRES ON � (Date) Receipt No. 190743/440.55// 194721 _ $� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLD�NOD-APPLICANT 1 i ,..'.iw`...,�.."an`.•,:v}vicar•..iYy.+�.L.y.r.T+�•.�s•-�'4 ..�>.Y"S:�i=s,Yyi�++�(;;t .. H l• �v�L..; �'�, aMT•_.j-..y: � r COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 ERMIT APPLICATION DATA SHEET OWNER Proposed Building Use 0 Building"Inspector Date /a At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1, All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ..................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehom an�lnapufacturer's installation instructions, 2 sets. . 10. Fees of $'�' V . ........... .3- .. ...... ...... 11. Impact fees as shown on attached schedule. .........��- 2. California Department of Forestry plan approval/fees 13. Flood elevation letter (100 year floo by'L' California Engineer . ................ . �14. Sanitation and plot plan approval � D Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval .rom City of Biggs/Gridle 17. Planning approval for (A) Use: 011t_(B) Parking: `Z o 010 18. Contact Land Development about (A) Improvements (B) Drainage............ I/4 19. Driveway permit (construction approval required prior to occupancy). . . 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ). ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . .....................:................. . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. ....:.......... 31. Existing violations/expired permits . ...................................... 32. Plan checklist..................................................... . 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other .,.. / Parcel Creation' Acreage 111 Applicant Date le?- 27-9 Copy of Haz-Mat form sent Health Dept.Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to 1. Index permit for above items No. 2. Additional items required: it issuance: (Circle new above). Contractor, designer, ow , was advised of above required data by _ phone _ mail Counter by _Date Contractor, designer,advised of a required data by _ phone _ mail ��--"Coulter by _ Date Plans checked byDate ? .20 KOPlans approved by /�ay2{/L Date, -Z 4 Sets of plans on hoIAV File cabinet AP folder R Copy - Department of Public Works COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER J A.P. # PROPOSED BUILDING USE r fh i 1(2 c .0 0 T bATE 3- REC. # DATE REC 1. SCHOOL DISTRICT FEES (paid at District Office) P P7 SHERIFF FEES (paid at Building Division) Residential... x =$ unit amt. .1 Y7 Commercial (sq.ft.). e p3 x 5D0O. 3 L s 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$_ #units amt. Commercial (sq.ft.).. x =$_ sq. ft. amt. ,&r`_4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) jib• SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER N Y '7a 3--46.1te At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE COMMERCIAL PLAN CHECIC[NG GUIDE (1991) U.B.C. OWNER: ! CJ ItiI �® BUILDING PERMIT NUMBER: PLAN CHECKER: �► ASSESSOR PARCEL NUMBER: 049 A. GENERAL.* 1. Zoning requirements, Planning approval. Valuation. `31. Plans signed by engineer or architect. Proper description of work on application. Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc.). Improvements or drainage, Land Development approval. B. PLOT PLAN-- ��1 Complete parcel size and dimensions. L2*'� Setbacks, sideyards, easements, etc. ,30' 014-- Other buildings or structures. Grading, fills, drainage. ri .4— Flood hazard. 6� Special conditions on creation map, (noise, C.D.F., fire sprinklers, non-combustible, and foundations). /7' F.A.U. & F.A.S. road setback. �8� Building or utilities across lot lines (Lot Merger). C. OCCUPANCY REOUIREMENTS: 1 Building use Occupancy Group Type of -Construction V Building floor area (V9 C::) Occupant Load Basic allowable floor area axe sq. ft. Total allowable floor area Basis for increase �LK Compliance with specific occupancy requirements (Chapter 6-12). -T-j6'1 v-';- Occupancy separations (Section 503). ,31" Area separations (Section 505). s' Firewalls due to location on property (Section 504). i5' Maximum height requirements (Section 507). 4o6� Draft stops (Section 3205). ,71." Ventilation and special hazards requirements (Chapter 6-12). ,8v- Automatic fire sprinkler system (Chapter 38). ,,-;9� Fire alarm systems (09 Sections of Chapters 6-12). .,I-eMechanical code requirements (Grease hood w/fire sprinkler system - Chapter 20). �1=1:Environmental Health Review - (a) Restaurant Act, (b) Commercial Pool, (c) H Occupancies. X12 Smoke detection system. 14il-C.D.F. or S.F.M. Plan Review. 14.) Electrical Code Requirements (Medical - Article 517, Assembly - Article 518, other 500's). Physically handicapped requirements (Title 24). gFl t! l`=- i X167 Wholesale Food Manufacturing (Plans to state DHS/FDB). D. TYPE OF CONSTRUCTION REQUIREMENTS: - .�1�° Roof covering requirements (Section 3203). S3' rParapet walls (Section 1710). S� Toilet room floors and walls (Section 510). �4'`"' Guardrails (Section 1712). Detailed types of construction requirements (Chapters 17-22). ,6-1'jProper roof pitch for roof covering (Chapter 32). i Attic access and ventilation (Section 3205). May 1995 3.4 H. OTHER: Attic access and ventilation (Section 3205). Roof drainage (Section 3207). Skylights (Chapters 34 and 52). 0---` Stages and platforms (Chapter 39). ,J=1. Interior wall and ceiling finish (Chapter 42). Fire resistive requirements. Walls, floor, ceilings, penetrations (Chapter 43) - 0 V11113�. Wall and ceiling covering installation (Chapter 47). f:. Iy fCG�� Glass, glazing, Human Impact - Safety Glazing (Chapter -.54). �15`y Foam Plastic (Section 1713). E. STAIRS, EXITS, AND OCCUPANT LOADS: ,�� General Exit Requirements (Section 3302 & 03) (Post occupant load, etc.). <2' Number of exits, width and locations (Section 3303). s3. Doors (Section 3304). Corridors and exterior exit balconies (Section 3305). 5 Stairways, rise and run, width, winders, and construction (Section 3306). Ny A Horizontal exit (Sectional 3308). .-7--,,, Exit and smokeproof enclosures (Section 3309 & 3310). 8: Exit signs and illuminations (Section 3313 & 14). 9. Aisles and seating (Section 3315 & 16). 10:' Exits for occupancy groups A-E (Section 3317 & 3320). 11. Floor level exit signs (Title 24, Section 3314). F. MISCELLANEOUS REOUIREMENTS: Masonry chimney (Chapter 37). Veneer (Chapter 30). r,3. Special Inspection per U.B.C. Section 306. aL High Strength Bolting. b) Field Welding. fc) Masonry (PuII stress). fid)' Concrete (f'c>2500psi). =4" Special Certifications - Mill Certificates. 5. Expansive soil - Special design.q�-- ^ ,' /1' �� Cut/Fill slopes, compaction tests, grading. Noise requirements (Planning, App. Chapter 35) i8. Weld electrode, welder certificate. G. ENGINEERING REOUIREMENTS: 17, Complete calculations, correct design criteria. 2: Complete shear transfer details, roof to foundation. ,-3--"' Complete structural material specifications. 14,- ' Shear wall anchorage based upon wall shear. �5. Roof diaphragm chord, collector, drag struts. 6� �7 Combined tension and shear @ steel RF anchor bolts. Braced roof and wall bays. H. OTHER: May 1995 3.5 a k Ny A May 1995 3.5 M Thomas Reed P.O Box 1258 Chico, CA 95926 Re: A.P. 048-010-054, Portion of Thorntree Development Agreement Dear Mr. Reed, ffu to -, -ND BEAU; PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 FAX: (916) 538-7785 Nov. 27, 1995 In response to your letter eK, 1995, the Development Services Department will issue building permits for A.1. 048-010-054 hase II, subject to the completion of landscaping improvements to the berms ong t e east side of Vispera Dr. and the south side of Viento Dr.. Said improvements will meet the standards of the Development Agreement including shrubbery, ground cover, and irrigation system. In addition, The dirt on the west side of Vispera shall be removed and all bare spots in the oleanders shall be replanted. All work must be approved by this department and be completed before final inspection and occupancy of the phase II building. The other changes proposed in your letter must be considered by the Planning Commission and Board of Supervisors through an amendment to the current Development Agreement. An amendment to the development agreement will be brought forth by this Department to resolve the issues and questions that have arisen in the document now that construction has begun. I expect such an amendment to come before the Commission some time in February, pending input from the property owners involved in the agreement. Sincerely, rai tCgders Senior Planner cc: Building Division Supervisor Houx \< if (I OWNER 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 Road, -Paradise, CA - (916) 872-6307 CORRECTION NOTICE q531Y� ci�_31S_l f, A-_lp -7 , "_ , 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, Dzte A Inspector REV 10/92 �- . %\- , V ;- P 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 Road, Paradise, CA - (916) 872-63,07 CORRECTION, NOTI C/ clo Z 7 OWNER PERMIT NO. 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 m�tter, or need additional explanation, Please contact this office immediatelv. -- I - 1, Date J943—ClAg Inspe ctor REV 10/92 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 Road, Paradise, CA - (9 16) �72-6307 CORRECTION NOTICE �6-1�6q OWNER PERMIT NO. A routine inspection indicates.that the following'violations of But�te. County Ordinances exist at the above address and should be corrected. Please notify this�oifice when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. /,Ov -�- f (Z& WA &I (- - Tc� �9P S 'L U // Date '160-16 -796 Inspector REV 10/92 ■■■■■-00: ■■■■■ ■■■■■ A Pl ED �Q - � Malerials filthO En inecrin U)hasu•t (toad .... PUB �,��,. � > ■■■L ,... ■■■■, ..�.. TESTING * �,�..w � /,,, Inspect and Chien. (:A Inspection 95926 !■: w� ■■ ■■� ��■(,5•ane CONSULTANTS ^ (916) , ,,o Certif ication 89"625 Inspector's Daily Report01 PROJECT: Thorntree e In ustrial Condominium i 1$$_ NO: 96589 INSPECTOR: J. Sears PAGE NO: 1 of 1 WEATHER: Fair, Warm DATE: 04-23-96 Arrived at the ,fob at 0930 hr. to begin inspection/testing of high strength bolted connections in Buildings 1, 2 and 3 of the Thorntree Phase II project. Skidmore -Wilhelm tension testing device was used to calibrate our dial -indicating torque wrench. Contractor's vernier click -type torque wrench was then set to the job test torque as indicated by our dial wrench. Bolts used in these structures were verified to be A325 cadmium plated bolts with hardened and cadmium plated nuts and washers. Three bolts of each size (5/8", 3/4" and 7/8") were selected at random from the excess stock of bolts used in these structures and used in the calibration procedures. It was our intent to test only the bolts in Buildings 1 and 2 today and no 7/8" bolts were used in these structures. Consequently, the torque wrenches were calibrated only for the 5/8" and 3/4" bolts. Average torque required to obtain the minimum specified tension for each size bolt was as follows: 5/81''= 235 ft -lb. -and 3/4" = 400 ft -lb. The magnitude of the torque required for tensioning these bolts is significantly higher than would be expected for non -plated (black) bolts. When bolt testing/inspection was commenced in Building 3, several bolts failed by reaching yield point before the job test torque was reached. These bolts were removed and replaced. Testing/inspection operations were terminated until the building manufacturer could be contacted concerning the failed bolts. Departed the job at 1200 hr. to prepare report. Inspector's Daily Report Materials 6060 Engineering Wia.,seL Road Testing and Chico, CA Inspection 96026 Crane (016) Certification 891-6626 PROJECT: Thorntree Industrial Condominium, Phase II FILE NO: 96589 INSPECTOR: J. Sears PAGE NO: 1 of 2 WEATHER: Fair, Warm DATE: 04-25-96 Arrived at the job at 0900 hr. Lengthy correspondence from the building manufacturer (Metallic Buildings) stated that the high strength cadmium plated bolts supplied with their building kits must be lubricated prior to tightening The correspondence also indicated that "turn -of -the -nut" tightening was the only recommended method of measuring tension in these bolts. In accordance with these instructions, a representative sample of three bolts of each size was again obtained from the excess stock. Using these samples the Skidmore -Wilhelm machine was used to correlate bolt tension, rotation of the nut and torque required to obtain 1/3 turn of the nut beyond a snug tight 'condition. Prior to conducting the tests, each bolt/nut/washer combination was thoroughly lubricated with light oil. The test bolts were brought to a snug -tight condition (about 100 ft -lb) and then marked to verify rotation of the nut. When the specified minimum tension was reached, approximately 1/3 turn of the nut was observed, as was predicted by the manufacturer. At this tension and nut rotation condition, our torque wrench was used to measure the amount of torque required to just cause further turning of the nut The following average torque measurements were established for proper tensioning under the conditions stated above: 7/8" dia.= 390 ft -lb; 3/4" dia.= 230 ft -lb; 5/8" dia.= 120 ft -lb. Based on the results of these tests the contractor agreed that each bolt must be individual) removed, thoroughly lubricated and ,t ■/snip i■■/■ snip A -4■■ Inspector's Daily Report Materials 6060 Engineering Wia.,seL Road Testing and Chico, CA Inspection 96026 Crane (016) Certification 891-6626 PROJECT: Thorntree Industrial Condominium, Phase II FILE NO: 96589 INSPECTOR: J. Sears PAGE NO: 1 of 2 WEATHER: Fair, Warm DATE: 04-25-96 Arrived at the job at 0900 hr. Lengthy correspondence from the building manufacturer (Metallic Buildings) stated that the high strength cadmium plated bolts supplied with their building kits must be lubricated prior to tightening The correspondence also indicated that "turn -of -the -nut" tightening was the only recommended method of measuring tension in these bolts. In accordance with these instructions, a representative sample of three bolts of each size was again obtained from the excess stock. Using these samples the Skidmore -Wilhelm machine was used to correlate bolt tension, rotation of the nut and torque required to obtain 1/3 turn of the nut beyond a snug tight 'condition. Prior to conducting the tests, each bolt/nut/washer combination was thoroughly lubricated with light oil. The test bolts were brought to a snug -tight condition (about 100 ft -lb) and then marked to verify rotation of the nut. When the specified minimum tension was reached, approximately 1/3 turn of the nut was observed, as was predicted by the manufacturer. At this tension and nut rotation condition, our torque wrench was used to measure the amount of torque required to just cause further turning of the nut The following average torque measurements were established for proper tensioning under the conditions stated above: 7/8" dia.= 390 ft -lb; 3/4" dia.= 230 ft -lb; 5/8" dia.= 120 ft -lb. Based on the results of these tests the contractor agreed that each bolt must be individual) removed, thoroughly lubricated and 1. Tek fI ■■NE■ ■O■M■ ■MML ANNE MMMMk EN ac 'Y low ■ulp 140M inspectors Daily Report PROJECT: Thorntree Industrial Condominium, Phase II FILE NO: 96589 INSPECTOR: J. Sears PAGE NO: 2 of 2 Materials 5959 Engineering Grhasset Head Testing and Chico, CA Inspection 95926 Crane (()1(i) Certification 891.661261 WEATHER: Fair, Warm DATE: 04-25-96 replaced in the structure prior to tightening. Work was commenced on the south small structure (Building #2), which contained only 3/4" and 5/8" dia bolts The contractor's workmen systematically removed each bolt, applied a heavy coating of lubrication and then tightened it to the established job test torque shown above. All work was tightening operations were observed to verify that proper procedures were followed. A total of seventy two 3/4" dia. and forty 5/8" dia. A325 high strength bolts were tightened in Building #2. Based on our tests and observations of this work, it is our judgement that all A325 bolts installed in Building #2 are correctly tensioned in accordance with the specifications of the AISC Manual of Steel Construction. Departed the job at `. Mason—NONE. APPLIED N,,iterilds A060 ■ of ■■■•■ Enginrcring Coluksm-L Mind ■.■f/. ■.■■ N..� ,... TESTING T�,stin anal Chico, CA ■■mL .■■.■ g ■.' "v,4F 1.■ Inspection 96HYfi •■A' ■ •■� CONSULTANTSCrane (Alf-) ■..I\J.► I\�/ Certification RHI-fifi2: .....-.....APPLIED Materials 5050 e■■■e Penn■ Faigh erin (bhasscl. Rued ■■a le■■TESTING �Rst!n and Chico, CA ■■■.► /Pee. b ■S! �y�' �■e hlslxrl.iun 115926 CONSULTANTS (,7:vle Alfi \�/►J.LI\..1 Ccrtificn(iou RSII-!i!i'LCi 6 CaP7 ��L� inspectors Dairy Report PROJECT: {Thorntree_Industrial- Condominium -,"Phase II •* FILENO: 96589 INSPECTOR: J. Sears PAGE NO: 1 of 1 WEATHER: Fair, Warm DATE: 04-29-96 Arrived at the job at 0700 hr. to continue with inspection of bolt tightening operations in Building #1. All 3/4" dia. HS bolts in the ridge connections were verified yesterday to be tightened in accordance with the established calibration procedures. Contractor resumed work on the west wall haunch connections. As before, each 7/8" HS bolt was removed, lubricated and replaced in the structure prior to tightening to 390 ft -lb. All operations were observed to verify that established tightening procedures were followed. When all west wall haunch connections were completed, work proceded to the east wall haunch connections where the same tightening procedures were carried out. By 1100 hr. all haunch connections were completed and verified to be tightened to 390 ft -lb. At this time, contractor commenced tightening the 5/8" HS bolts in the end bay connections (total 40) and in the wind stiffeners at the ends of the structure (total 32 bolts). Each of the 5/8" bolts were removed, lubicated and re -tightened to 120 ft -lb as required by the calibration procedures. Based on our tests and observations of the bolt tightening operations carried out in Building #1, it is our judgement that all A325 HS bolts in this structure are now tightened to the minimum to s,i" ,OW�, eeAified in the AISC Manual of Steel Construction. Departed the1 00 h, and returned to the office to HN G. SEARS "rte prepare report. W N0.231991 ( C, qy-c)to — S4? `'ED Materials 6050iO I.IIj11I1L'L'eli 1'Illb (AIInL1.11'L Itlln(f ING Testing and co, CA Insix'Ctlul 95026 3U�TANTS (II':nle (UI"'.4-rdricatimi gill -66,25 • w •■ w inspectors Dairy Report PROJECT: {Thorntree_Industrial- Condominium -,"Phase II •* FILENO: 96589 INSPECTOR: J. Sears PAGE NO: 1 of 1 WEATHER: Fair, Warm DATE: 04-29-96 Arrived at the job at 0700 hr. to continue with inspection of bolt tightening operations in Building #1. All 3/4" dia. HS bolts in the ridge connections were verified yesterday to be tightened in accordance with the established calibration procedures. Contractor resumed work on the west wall haunch connections. As before, each 7/8" HS bolt was removed, lubricated and replaced in the structure prior to tightening to 390 ft -lb. All operations were observed to verify that established tightening procedures were followed. When all west wall haunch connections were completed, work proceded to the east wall haunch connections where the same tightening procedures were carried out. By 1100 hr. all haunch connections were completed and verified to be tightened to 390 ft -lb. At this time, contractor commenced tightening the 5/8" HS bolts in the end bay connections (total 40) and in the wind stiffeners at the ends of the structure (total 32 bolts). Each of the 5/8" bolts were removed, lubicated and re -tightened to 120 ft -lb as required by the calibration procedures. Based on our tests and observations of the bolt tightening operations carried out in Building #1, it is our judgement that all A325 HS bolts in this structure are now tightened to the minimum to s,i" ,OW�, eeAified in the AISC Manual of Steel Construction. Departed the1 00 h, and returned to the office to HN G. SEARS "rte prepare report. W N0.231991 ( C, { i 3 Y ��