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Home My WebLink About028-020-069- e$ga2�:a630r 00-0903". _DENNY, MIKE/CALIF. OLIVE -RANCH - 07 S LONE TREE RD., OROVILLE-f74jQ 'CONfMF-RICIAL: METAL BLDG. ; .8i 027;-22q 030 A :^ A OA -29g4: OMIE: LSIP S. G PL N ,8�,zb6=634' 02-2094 CALIFORNIA OLIVE RANCH 2675 LONE TREE RD., 0l ADD BOILER & FUEL T CA,I(;UR t 2675 LO�rE ROLIVl� 05.11 NEW I O;b� �''OROVILLE STG/COMM . ::�= 6 5-14 CA 00NCIH', -- 2675 LONE TREE RiEr Cont: NEUALT CON INF IL r ./COM y 41 pPi(w.ii LAND DEVELOPMENT SHEET tog I -AIL —_—.— —_—•— ME LS RG — \ —_---___-_ r \ RO TO r �,a � FTS �T%FTj f -T% `� mmoa \\ ®uwmm vicm JJ JJ JJ ,I � Ly F9 O mrouam IQ moo ecwem �ITi Ji � I FROP08ED AWM.BNO vARoR re anriorry I .o. PROPOSM RF. A PRO m �•/�� - 1 FACLffY REMODEL CALIFORNIA OLIVE RANCK P I INCL -- ------------------------ AFH 0020Ofp I O+FiNLL 8IE i\.AR I I I I _--____—_-___ .o. a..ei.w mwav , I ! CD SU \ ---------------I -----t\ - �--0--------- a ---•-- / .�. ---- OVERALL SITE LEOBID .. A0.1 O�-`S• Civ . b�� BUTTE COUNTY DEPARTMENT OFDEVELOP M- ENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #. (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO51129 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS 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 Issued Date: 09/29/2005 APN: 028-020-069-000 the Business and Professions Code, and my license is in full force and effect. Site Address: 2675 LONE TREE RD PAL License Class License Number: L : Map Index: Date: Contractor: Description: Comm storage bldg (metal), oliveoil. (3518) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: CALIFORNIA OLIVE RANCH INC ermit to construct, alter, improve, demolish, or repair any structure, prior its issuance, also requires the applicant for such permit to file a A C/O MICHAEL DENNY Y signed statement that he or she is licensed pursuant to the provisions of 1528 COLUSA AVENUE SUITE B the Contractor's State License Law (Chapter 9 commencing with Section YUBA CITY, CA 95993 7000) 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 the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Applicant: CALIFORNIA OLIVE RANCH INC Code: The Contractors' State License Law does not apply to an C/O MICHAEL DENNY owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 1528 COLUSA AVENUE SUITE B provided that such improvements are not intended or offered for YUBA CITY, CA 95993 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business a d Professions Code Date? w �— d Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I 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 Architect: is issued. Engineer: DOBBIE, DAN ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 3518 S. F. $ j Policy #: Valuation: $168,864.00 Census Code: I certify that in the performance of the work for which this permit is V / issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, 71 and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall �O /r — forthwith comply with those provisions. I Date: �0� ! ' 0 1 Applicant: WARNING: Failure to secure orkers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit isDee-by issued der app' ble p visions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutio o do work in " ted ov f whic ees have been paid. Name: By: Date: PERMIT EXPIRES ON:r— Address: Dale ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter.the substance of any official to or doc ent of Butte County. I hereby authorize represent lives of Butte County to enter upon the above mentioned property for inspection purp Print Name: ��CG h 1 �tl�+�� `0 Signature: " 0 Date: / / ❑ Owner ❑ Contractor ,EQ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 dt BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION- Website: www.buttecounty.net/dds 1 / 01 * XPLEASE PRINT CLEARLY* * 6 OWNER Last Name/ -. a / � D f P4-rst Nam (meq l` Zvi Cr Address r1 c City Il State Zip �6 Phone ��,�, G� cab! _ p&o Fax 6-70, 8qb" goo E-mail ARCHITECT/ENGINEER CONTRACTOR Name _Q � 7lJt Address City (:%)C0 v City Zip State Zip Phone Slatglicense Number Fax E-mail Planner Lic. # Class ARCHITECT/ENGINEER Namer--3` ! , Address 67 6 -owe 1 ti l Address doJJ SWA City (:%)C0 v State Zip Phones. D _3 9 y�;—, Fax :5 E-mail Slatglicense Number APPLICANT NAME Name n AlctlA Cc ✓ Address 67 6 -owe 1 ti l City0vo U N SWA Zips Phone J D _,ft t VIVO Fax 5r b, lq6 `49IJO 3 E-mail Olr (?Ct_ -IkX - C OVI j APPLICANTjPIGNATURE X For office use only: Zoning Propert Add ss ✓ �6��,� e- � A Flood Zone CrosysQStrt %-. Lrl2.� SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BP6: -/f 2J BIN� LOCATION JLO Propert Add ss ✓ �6��,� e- � A C,jty / �dt✓� / CrosysQStrt %-. Lrl2.� 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. Sheriff LENDING AGENCY Name Address Description or Scope of Work: Sq. Footag d J/ of L ❑ Structu a Built without Permits ❑ 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 required. 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 2-24-05 a q 93�z Received by: Amount: Bldg 60 SRA Receipt#: Sheriff ` v' vt SMIP �� Date: c, 2 Other / Total Page 1 of 2 REV 2-24-05 a SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ , 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 Butte County Department of Development Services 0 03TtFo YVONNE CHRISTOPHER, DIRECTOR o 0 0 0 7 County Center Drive oso Oroville, CA 95965 N (530) 538.7601 Telephone U N'�y (530) 538.7785 Facsimile Applicant: CA Olive Ranch, Inc. Permit No: 05-1129 Project Type: Comm Storage Bldg APN: 027-220-030 100% 70% Plan Check Fees $ 993.52 $ 695.46 $ 993.52 $ 695.46 WILLDAN Fee $ 695.46 Copies Attached: Qty Chk ]Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 4 TO: WILLDAN ' FROM: Scott Rutherford (530) 538-7160 LO srutherford aC�buttecounty.net SUBJECT: Plans Transmittal For Review Per Contract O z DATE: 5/3/2005 Applicant: CA Olive Ranch, Inc. Permit No: 05-1129 Project Type: Comm Storage Bldg APN: 027-220-030 100% 70% Plan Check Fees $ 993.52 $ 695.46 $ 993.52 $ 695.46 WILLDAN Fee $ 695.46 Copies Attached: Qty Chk ]Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 4 FOURTH PLAN CHECK HOURS Note: This is in addition to the original plan check fees. THIS IS NOT AN INVOICE -- INVOICE WILL BE ISSUED AT A LATER DATE. Date: .Attention: Scott Rutherford Butte County Building Department 7 County Center Drive Oroville,.CA 95965 From: MA IAMM-2373 Permit. ....... ......................... Out of Scope Work Billed @ Hourly Rate: Senior Plans Examiner Plans Examiner Structural Review . Architectural Review Total Hours Total Willdan Fee $100.00 per hour $100.00 per hour COUNTY OF BUTTE �P6 5/ /2/ DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538,7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER C k OGlIIE< W6H I/ V PROPR BUILDING USE o scar L� 1. BUILDING PERMIT FEES ?0 Z� --- Balance Due ..................... L/ (0 --- FEMA Flood elevation review ... $ --Additional plan checkingFee.... $ qt O o ®0 '''' 2. SCHOOL DISTRICT FEES 0l2 V I (paid at School District Office) (form available after PIW Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning A.P. # 2, DATE G/ 2 t�—o J RECEIPT # DATE REC. W a q -ate q7 Q 9-23-05 W175q a-23 -o 5 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) T 7. WATER TENDER FEES BATTALION # /W $200.00 (paid at Building Division) (� CMIP T �i Jq7 - 3 9. OTHER 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan chegking process. APPLICANT DATE 'Y-.,2 Y - 6 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95945 Phone,(530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER : �/A. I�(. d [-7--27V� O�!/ ASSESSOR PARCEL NUMBER Proposed Building Use: ST60-,�L 57D- 'Permit Technician: vL Date: \Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. D 10 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. \""'V 10 2. Complete plans, 3 or 4 sets, signed by the-preparer-of.the p ins,_ �� 3. Engineered plans, 3 or 4 sets, with whet signature on plans AND 2 sets a stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect forK,s�s design review. ❑ 6. Energy compliance design and supporting-ilocumentati©A-iA-duplicat . ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in \ duplicate. J 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd p.J,ans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buil ings 2. Hazardous Material Form ��W ) d y 4WL /N --n. Acknowledgement of building permit application without required clearances. ❑ 14. Other All of these R aining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) �i O �� 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable 16. Fire Sprinklers............................................................................................ 0 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... 1 Erosion Control Plan Required........................................................................ Fees as shown on the attached Schedule of Fees Due Sheet .............................. 9 13. City of Chico Plumbing permit........................................................................ I/ - ❑ 22. Site plan and business license approval from the City of Biggs .............................. 4,0 23. California Department of Forestry Ian approval ❑ paid. Sent by: 24. Planning approval for (A) Use: Q (B)Parking: (C) Parcel Check:.......� Contact Land Development about _ Improvements, _ Drainage.....RQ/1iT1 y/it/�fn 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title se ch, registration or MCO. 0 -.",A - A a 1 1 CO..... ................._ �Other: - (� l�'Other: lkf tiL /P tvio When issued Telephone and hold for pickup. I have been informed of the above;tIms and requirements for obtaining a building permit. Applicant: V- : '1. Index permit application for the above items numbered: 2. Additional items required Date: ,-/ -d F , 66J Plan Check Letter Contra or , esign owner was advised of the above data by 8' hone, ❑ mail, ❑ counter, b Date: Con r, design , owne was advised of the above data by ��be� ❑mail, ❑counter, by Date:14-1 sign , e was advised of the above data by �Er phone, ❑ mail, ❑ counter, by Date: -0 Plans reviewed by: Date: Plans approved by: i I Date: Structural reviewed by: Date: Structural approved by: 1 Date: Note transfer by: Date: 7 If Yellow: Building Division Butte County Department ofDevelopinent SemCes ��T?F° 7 County Center Drive ° d/� ' ° Oroville, CA 95965 0� ` o (530) 538-7601 Telephone ° '' ° (530) 538-7785 Facsimile c�UN'�y BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: �' �� / 1/�L pp ,A f G t,� 1. � yea nom. (��. �h fit• APN: Q7 -d.20-030 Applicant Name: Building site address:al's %� �t, -v7 g _Tve-e �. Permit No.: Pg //6P,2 Owt•,Gt e) CA- � 5�6� I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNA E OF AP LICANT DATE Copy to Applicant/EH/File K:Forms/BldgPertnitwithoutClearances 020705 O ?WTMEN?. O� • ; 6VTTF ° /i, 0 0 0 1 0 c o .. 0i `8L1C yV0¢� �o 5 Department ..County J. Michael Crump, Director Public Works f B u t t 'e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 a National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: 1N&7XZ__- y3 e_ 0 G r6t111L"-61&) Project Location and/or Parcel Number: rah 7 S_ ?z� 10 - . 6`>9 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting .false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or. more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: v Date: `/• p7 �/' Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 W I LLDAN A — Serving Public Agencies September 9, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX BUTTE COUNTY PLAN REVIEW REPORT Status: Approved , Jurisdiction Job No: 05-1129 Assessor's Parcel No: 027-220-030 Description: CA Olive Ranch Comm Storage Bldg Willdan Project No: Dear Mr. Rutherford: 14353-1612-M 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted 'on the 2"d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: # Plans: Two (2) copies steel building plan sheets 1 through 20 dated 03/14/05, by VP Buildings, Inc. Two (2) copies Site Plan cover sheet by Robertson & Dominick, Inc and two (2) copies revised sheets 1 through 3 dated 06/21/05, by Modern Building Co. sheet M1 dated 06/21/05, by MAC and sheet E dated 06/22/05,. by Agri Electric. Three (3) copies revised sheets Cl, C2 dated 8/17/05, sheets P.1 dated 8/22/05 �k Structural Calculations: Two (2) copies "Structural Design Data" dated 03/09/05, by VP Buildings, Inc. Two (2) copies foundation calculations and Two (2) copies furnace hanging detail dated 8/12/05 by Daniel Dobbie, One (1) copy steel angle strut gravity load calc dated 8/05 by Daniel Dobbie, mechanical unit bracing calc addendums dated 8/05 by Daniel Dobbie, P.E. * Miscellaneous: One (1) copy of plans for existing building from 2001/2002 For Reference Only. Note: Applicant will pick up these old plans at our office now that our review is complete. The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. NOTE. Alan Greene will pick up the copy of old plans for the existing building from 2001/2002 at the Willdan Marysville Office. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. •i- �L . � Serving WI LLDAPublic �Nt {; ies APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Cod and abbreviated herein as CBC: • Part. 3, known as the California Electrical Code and abbreviated herein as. CEC. • Part 4," known as the California Mechanical Code and abbreviated herein as CMC.. • Part 5, known as the California Plumbing Code and abbreviated herein as CPC. • Part 6, known as the California Energy Code, and Energy Commission Standards; and abbreviated herein as CECS. T CODE ANALYSIS Specific Use Type of : Occu anc` Type of Stories Construction _ Sprinklers Total Sq Ft • .- - New Olive Oil. Storage S-2 V -N 1 No 3,518 Addition , CONDITIONS OF APPROVAL 1. Approval is contingent, upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revision's and/or notes,asired-lined on the plans. 3. Applicant shall provide completed Butte County Special Inspection form to Butte County Building Department. CBC 1701 ,. _ 4 SPECIAL INSPECTION NEEDS Our plan. review reveals the following special inspection needs pursuant to CBC 170,1:. • High strength bolting # DEFERRED SUBMITTALS Our plan review reveals no deferred submittals at this time. Sincerely, I Richard Essenwanger Gustavo.Franco, P.E.' Plans Examiner II Plan Check Engineer, Cc: Alice Mefford, amefford@b"uttecounty.net Dan Dobbie, P.E., 20 Mayfair,Dr., Chico, CA 95973 Gary Fowler, Modern Building Company, PO Box 772, Chico, CA 95927, Fax (530) 891-6834 Alan Greene, CA Olive Ranch; Inc., 2375 Lone Tree Road, Palermo, CA, agreene@cal-olive.com Page 2 of 2 Butte County 05-1.129 Willdan 1.4353=1612.PC4F/PC5F Environmental Health SEP 19 2005 Chico, Califomiv BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT 117 HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE c (A Building Permit cannot be approved without this completed form.) eoo 0�x-Oa0•06q BUILDING PERMIT NUMBER 015 1l; APN C Firm Name 0e J� ��'FO�%N i ti v(' Address—ca AFS'' L)Voote Rek OVAUJ14— (2)" 9b Nature of Business a# -.0W /I7/ y a'Le- 0, Contact Person Zl�(21"Reke Phone # WE& 1. Does your business or that of your tennants handle, store, or transport hazardous materials? 0 NO AYES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and.safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? NO El YES ` If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or cc}ool site? 1+ NO 11 YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? XNO OYES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative G 1 b (signature) ' V(Date) BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. oThe Above Regulations Do NAppy To This Facility. BCEHD Signature -i Datea;�b�,A9(25r BCAPCD Signature --Zzz:�L— 75� Date WHITE - Building Dept 0 YELLOW - Env. Health 0 ' PINK - APCD 0 GOLDENROD - Fire Dept. School District A.P. Number Property Owner .. Property Location Subdivision _V t BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form'per Building) 06QVI-11a Building Department No. R'-y02,2Y(p47 Jurisdiction: Q City County Lot No. ...................................................................................., Residential Development Q Q Q Q Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to Units Installation Conversion Permit # •(No foundation inspection) ........................................................................................ Commercial/Industrial New Addition Building Department (Group. R) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) District Identification No. 060058 �OV 1 Al 1/t r%i m RVI YN School District certifies that Sq. Footage %, r Including Exterior Roofed Areas) Date n (Applicant) � o� Co � Lon `Tr�e . R (o - 0 DoD (Street Address) (Phone Number) Or ov, C A- (City) (State') (Zip Code) 4�L has complied with the requirements of Resolution No. `y'--�-'U �� by payment of $ representing O square feet. School District Paid by Check # Remarks: JrB 2926 $ LL MITIGATION $ 'q )-y � Date Noffce: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate Its Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feefam.xls (3/05)drhm C, Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-75.11 (530) 538-2140 FAX SPECIAL INSPECTION NOTE Special Inspections — Uniform Building Code section 1701: In addition to the inspections required by Section 108, the owner or the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction 'on the types of work listed under Section 1701.5. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. Duties and Responsibilities of the Special Inspector: I The special inspector shall observe the work assigned for conformance with the approved design, drawings and specifications. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Butte County Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable provisions of this ' code. ' 4. The special inspector shall advise the contractor that Butte County Building Division inspections cannot be delegated to him, so inspections must.also be made by the Butte County Building Division - 5. Any change in special inspection firms made after permit issuance shall be approved by the Butte County Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition'to the regular inspections performed by the Butte County Building Division. Butte County inspection approval and sign off is nouto be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special. inspection. Special Inspection is required for the following items: ❑ Reinforced Concrete (Taking of test specimens. placement of reinforcing and placing of concrete). ❑ Structural Masonry High Strength Bolting Welding ❑ Bolts installed in Concrete ❑ Other: Name of Special Inspection company: MASONRY WALLS N E S W 1 st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS (Occupant , Area, Property) Gypsum Board 1 st Layer 2nd Layer Walls Ceiling ` NOTES COMMERCIAL 028-020-069 OS -1452 CA OLIVE RANCH, 2675 LONE TREE RD, GR44L- '_ 040 Cont: GREENE ROOFING INFILLICONI 5"* d/ Cx A JOB FINALED (Date)— Signature— V=OK O=Not OK - = Not Applicable = Not Reedy Date UNDERFLOOR (Plans) OK except If's 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Fig.. Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. S. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors it. 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 -i Date PLUMBING (Permit) OK except N's COMUERCIAL 18* Water Hir.; Vent -Access- ustion Air -Baffle 17. Wate ipe; Test & chor-Nail Protection 18. D.W.V.; st- ings & Anchor -Nail Protection 19. Sinks -FI r- rease Trap 20. Ha cap -W/ acking 21. as Pipe; Size & chors - Firewall Penetrations Date F Card B-1 Date Card B-1 Date Card B -t Date Card B-1 Date ELECTRICAL (Permit) OK except a's 22. Fixt re & Transformer Clearance -Ins. Protection 23. S gle Phase -Three Phase -Equip. Bond V Boxes & No. of Conductors -Stapled mex Installed Close to Edge of Studs & C.J.uip. Ground made up w/Mech. Fastners-Bond Gas & Water ring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 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 •V Date Card B-1 Date Card B-1 Date Card B-1 Date `MEC ANICAL (Permit) OK except 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. Fi.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B * Date Card B-1 Date Card B-1 Date Card B-1 Date FR ING (Plans) OK except it's AVAiis, Proper Material & Anchors -Hold Downs Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43 Oaft Stop in Walls (rat proof) 44. ire Stops; Furred Ceilings -Stairs -Chases Headers & Beam -Size & Bearing -Support Fix. Date FRAMING (Continued) _ 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 1 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. 56cco Mesh -Drip Screed -Fd. Vents-Undertlr. Access t8 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 Date / ' Card B t Date Card B-1 V' T Date Card B Date Card B-1 Date FINAL (Plans) OK except n's 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 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 13 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & 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 Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & 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 Occupancy (NOTE: An entry must be made each time you visit the job site) BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP051452 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that 1 licensed under provisions of Chapter 9 (commencing with Section 700000 ) of Division 3 of Issued Date: 07/28/2005 APN: 027-220-210-000 the Business and Professions Code, and my license is in full force and effect. 3 45`3o 8 7 Site Address: 2675 LONE TREE RD ORO License Class: License Number: Date: 7-29-05- Contractor.N Map Index: Description: COMMERCIAL INFILL OFFICE & FOREMAN OWNER43UILDERDECLARATION I hereby affirm under penalty of perjury that I am exempt from the ROOM(536) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which 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" Owner: CALIFORNIA OLIVE RANCH INC: ' ti •• signed statement th6i he or she is licensed pursuant to,the.provisions of, C/O MICHAEL' DENNY the Contractor's State License Law (Chapter 9'commencing with Section 1528 COLUSA AVE STE B 7600) of Division 3 of the Business and Professions Code) or that he or is'exempt therefrom the basis for the,olleged Any, YUBA CITY, CA 95993 she and exemption. 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).):'. O [,'as -owner- of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not „y" „ ntended.or,.offered,for sale;,(Sec„7,044,,Business and.Frofessions, ,, • „ - „, _-, Code: Thq-Contractors' State -License Law does not apply to an Applicant: CALIFORNIA OLIVE RANCH INC owner, of, property who builds or improves thereon, and. who does C/O MICHAEL DENNY such work, himself or herself or through his or her own employees, "improvements provided that such are not intended or. offered for 1528 COLUSA AVE STE B sale.' Ifhowever,'the building or improvements are sold within one YUBA CITY, CA 95993 year of completion, the owner -builder will have the burden of proving that he or she did not build or -improve for the purpose of sale.). ❑..,-,L, as„owner ,of.the, property„ am exclusively.,contracting..with , licensed contractors to constnict the project'(Sec. 7044, Business and Professions Code. • The Contractors' State License Law does not apply.to an owner of property who builds or improves thereon, Contractor:” WAYNE NEAULT CONSTRUCTION and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 723 HARRIS ST O .,IamesExempt. under Article 3ofthe Business and Professions �Code. MARYSVILLE, CA Date: Owner: 95901 530-7843-5656 , v "_ 'WORKERS' COMPENSATION DECLARATION I hereby affirm under'penalty of perjury'one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: 653087 workers'_ compensation, as provided for by Section 3700 of the Labor Code, for, the performance of the work for which this permit is issued. . - , t1s I have and will maintain workers' •compensation insurance, as ..., Architect: required by Section 3700 the Labor” Code, for the performance of Engineer: SHOAF, ROSS P the work for which this permit is issued. My workers' compensation insurance carrier and number are:. '. "policy Cartier: �� k� Total Square Ft: 536 S.F. policy #: `i 2)30 ( O -1 certify that'in the performance of the work for *which this permit is Valuation: $35,376.00 issued, l shall not employ any person in any manner so as to Census Code: 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. Date: Applicant: .. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages s provided" for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the This permit is hereby issued under the applicable provisions of the Brrtte County Code anfVOr Resolutions to d wo indicated above for which fees have been paid. performance of the work for «rich this permit is issued (Sec 3097 Civ.) r V Name: By: Date U Address: PERMIT EXPIRES O l/ \Q ate ❑ I hereby certify that the use of this facility ,shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpos S. Name: LOSS CW_ Print 1' 2 Signature: --O Date: -7 -- 7_1 0 5-- 13Owner ❑ Contractor Agent for Owner ❑ Agent for Contractor E. BU E�Y 'DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS O 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds v "PLEASE PRINT CLEARLY' * �y✓ OWNER Last Name r Jrn/� O first N e Address dG -2 C3f cy, K City &�d v 11[, State �s Zip c cb Phone'S3o• Dq6 - 00ou Fax U - e,zj —gJo60 � E-mail CPR @ ca - D I 1 a,-� e01-1 III,•-, r For office use only: CONTRACTOR Name � J Address ? rro3 .5 1, City o State ip?a // T0/ Phone 320 , ;7((3 69 % Fax E-mail Planner Lic. # Class III,•-, r For office use only: ARCHITECT/ENGINEER Name • r E vc { Address Zane r,z City o State Zip Phone Fax �3 0. 946 00 Fax E-mail Planner State License Number III,•-, r For office use only: APPLICANT NAME Name A14 • r E vc { Address 6 2 7/ Zane r,z City�VVv .t o State Zip Phone, -,v, gq6 . �iv� Fax �3 0. 946 00 E-mailed P �l �`► a -4- O 14,1 III,•-, r For office use only: Zoning AP# Flood Zone Property Addressl&L,, ,26,75 SRA I Yes o Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. 0 5. it ;escript ;cope of Work: MWS -..� •_♦I =�� Page 1 of 2 Sq. F Li structure buia wi ❑ Proposed Chan - (Note previous r o s O� `'o EXPIRATION OF APP. GG'G�f��' Applications for which a p, G'y i.ed will expire one year after the date of applic Or�jJ ew action on an application after expiration, a , G and fee will be required. REQUEST FOR REFUNDS o, Refunds can only be made upon wi �f J,,, arson who paid the fee. The request must be ma. J Nn of the permit and no construction work has L ;, plan check fees for work plan checked and oti. scs are not refundable. Rece' ed- Amount: 1/3. a V Bldg Receipt #: ILI L3 - v B(� t79SRA O� Sheriff Date:% T Il ``�•(('' C/ Total REV 2-24-05 LOCATION AP# 6 004-000 _� Property Addressl&L,, ,26,75 / City 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 ;escript ;cope of Work: MWS -..� •_♦I =�� Page 1 of 2 Sq. F Li structure buia wi ❑ Proposed Chan - (Note previous r o s O� `'o EXPIRATION OF APP. GG'G�f��' Applications for which a p, G'y i.ed will expire one year after the date of applic Or�jJ ew action on an application after expiration, a , G and fee will be required. REQUEST FOR REFUNDS o, Refunds can only be made upon wi �f J,,, arson who paid the fee. The request must be ma. J Nn of the permit and no construction work has L ;, plan check fees for work plan checked and oti. scs are not refundable. Rece' ed- Amount: 1/3. a V Bldg Receipt #: ILI L3 - v B(� t79SRA O� Sheriff Date:% T Il ``�•(('' C/ Total REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 Applicant: California Olive Ranch, Inc. Permit No: 05-1452 Project Type: Infill Office/Infill Foreman Room APN: 028-020-069 100% 70% Plan Check Fees $ 483.20 $ 338.24 $ 483.20 $ 338.24 WILLDAN Fee $ 338.24 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other Butte County Department of Development Services TtF �v YVONNE CHRISTOPHER, DIRECTOR 00 \ �j o0 N 7 County Center Drive Oroville, CA 95965 cOUNLO '�y (530) 538.7601 Telephone (530) 538.7785 Facsimile 494- r� TO: WILLDAN ' M FROM: Scott Rutherford (530) 538-7160 srutherford buttecounty.neLO t SUBJECT: Plans Transmittal For Review Per Contract O DATE: 6/3/2005 Applicant: California Olive Ranch, Inc. Permit No: 05-1452 Project Type: Infill Office/Infill Foreman Room APN: 028-020-069 100% 70% Plan Check Fees $ 483.20 $ 338.24 $ 483.20 $ 338.24 WILLDAN Fee $ 338.24 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other _ _ .. � �.... . -« r ,'. .•.� �f-C yv."i�:. �.?1.,.. r`r+...� � . . ,-../\.�.a.?+�...�t"'"^- { i -""1 ��-��fi! L' +' wi�n�.�.-.1^.•' .. . t . COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS/Ol 7 County Center Drive, Oroville; CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: \ a �/ � U ' ��v , ASSESSOR PARCEL NUMBER Proposed Building Use: `� Permit Technician: Date: "' 10-1-57 .Items required in order to apply for A permit. All boxes MUST be checked OR marked NA in orderO apply. + �1, 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Cl 4. Engineered truss details and layouts in duplicate. No faxesl ,.- ❑ 5. Letter from Engineer or Architect for truss design review. .iZ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. o 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. O = 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. Letter of intent for non-residential buildings. Hazardous Material Form 13. Acknowledgement of building permit application without required clearances. O 14. Other biniry�1Xems needed to issue the permit. (May require additional plan review upon receipt of the following items.) Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable r ❑ 16. Fire Sprinklers........................................................................................... 17. Agricultural Buffer cir and site plan apr from the Ag Commissioner Sent by �_.. 18 `Soils Report and/or Engineered Foundation required ........................................... ❑ i I Erosion Control Plan Required........................................................................ 20. ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ .. 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. O2 California Department of Fores . Ian approval O paid. Sent by: V4. lanning approval for (A) Use: (B)Parking: (C) Parcel Check:... �...©� A Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form.............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... O 28. Contractor's license information. (Number, Name Style, Classification) ................... O 29. Worker's Compensation Carrier and Policy Number .......................................... O 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... O 31. Letter of Signature authorization.................................................................... i O 32. Recorded copy of Agricultural Acknowledgment Statement ................................. M ❑ 33. Existing violations and/or expired permits...................... ................................... ❑ 34. Deed Restriction..........................................................::.............................. O 35. ❑ -Legal description, O M.H. Title, title search, registration or MCO...... {2(-10 36. Other: Fi fP Wayc_braj � - KFC VD 1-1/1 /0.5 Fi. = ❑ 37. Other: When issued Telephone 5C b b,6 U and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: U 1. Index permit application for t9 above items numbered: Plan Check Letter 2. Additional items required on r ",signer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, ry Date: on rac or, designer, owner, was advised of the above data by O phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by O phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by Date: Structural approved by: Date: Note transfer by: /f Date: Yellow: Building Division E.H. USE ONLY Flat Pian Attechod Floor Plan Attachail Sent to ®.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 7 2 ZD -- Z/D Owner Location v AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwellina. Other e -!;M K /A;>' .P Hold final for: Final clearance O.K. for: NOTE: A0 xlec�z/ < Environmental Health Sp a ist 8/96 Date Building Department Environmental Health Sanitation Clearance Owner Plan Approved for: Sewage Disposal -- Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Location Water Su Environmental Health Specialist Public E.}O19S ONLY Piot Plan Attached \. Floor Plan Anachad � Sent to B.D. / 7 D �a Date AP# ;e Well COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 C--)L �\ _ SCHEDULE OF FEES DUE l OWNER Oq VLA.P. #91- PRO D BUILDING USE �0mM94CcJ � �- P\ )—DATE ✓~ 0 r S -3' RECEIPT # DATE REC. 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) t/ 10.OTHER 5,�Y) l ` D L$ -7.43_ At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) Butte County Depar-tmentofDevelopinentServlces 0 00r� 0 7 County Center Drive o Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile 00 IRA �y BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or rgquire submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: APN: Building site address: �L, 7�,��.�/v..t.,r .Q_O Permit No.: drvv, /l,� ,GHQ the � I have read, understood and accept e terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: 6�• o5 6A-4FUK40VAP_PKI6ANT DATE K • Fnrmc/R1rioPPrmitwithn� rtC'learancec 020705 117 C Street VV V V I LLDAN Marysville, California 95901 Serving Public Agencies 530/749.2373 fax 530/749.2199 www.wilidan.com July 1, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Jurisdiction Job No: 05-1452 Assessor's Parcel No: 028-020-069 Description: California Olive Ranch, Inc -Infill Office Willdan Project No: 14353-1700-M Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: * Plans: Two (2) copies, sheet 1 dated 3/21/05 by Modern Building Company, sheets through 5 dated 4/28/05 by Wayne Neault Construction * Energy Calculations -Office Addition: Two (2) copies dated 6/2/05 by Melas Energy Engineering * Energy Calculaltions-Forman Room: Two (2) copies dated 6/2/05 by Melas Energy Engineering * Misc. Documents: Two (2) copies Building Code Analysis dated 6/2/05 by Ross Shoaf The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the page to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. W I LLDAN Serving Public Agencies APPLICABLE CODES Our review was based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as CBC. • Part 3, known as the California Electrical Code and abbreviated herein 8 CEC. . • Part 4, known as the California Mechanical Code and abbreviated herein'as CMC. • Part 5, known as the California Plumbing Code and abbreviated herein as CPC. • Part 6, known a§ the California Energy Code, and Energy Commission Standards, and abbreviated herein as CECS. CODE ANALYSIS Y Specific Use Type' of . Type of Sprinklers Stories Occu anc j `.Construction Office B / F-2 i III -N No 1 536 CONDITIONS OF APPROVAL 1. Approval is- contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and notes as redlined on the plans. 3.. Approval based on the total area of 536 -square feet of office infill. (Office infill,@ 391-sq.ft. and the Forman, Office infill @ 145-sq.ft.) SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. DEFERRED` SUBMITTALS Our plan review reveals no deferred submittals. Sin erely, ckey D. Mauldin Senior Plans Examiner Cc: Alice Mefford amefford@buttecounty.net Wayne Neualt Construction 723 Harris Street, Marysville, CA 95901 Page 2 of 2 Counfy o.f Butte OS -1452 W'illdan .14353-1700.PCl.F BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER 0514 SZ � APN ��O i'.�(o�!-000 Firm Name (.A L► r 0(LAJ19 QL-i V6 Address a& 7,r L aNr-, T�6 b- Ill Ler, obq 9J -q 4'• - Nature of Business 10)-I VE 0/1- IR12DDt C0C)N. 4A -ICH Contact Person 6-1911ZA-1-1 %{��c �nf ��[ 1n4 6 �tf� Phone #,5-50-2f4, -Bona 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ❑ NO `'YES NOTE: Hazardous materials are defined as any material. that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and.safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? ❑ NO LYES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. 3. Is the business/facility/operation school site? 39 NO ❑ YES IF YES, name of school. to be located within 1000 feet or the outer boundry of a school or 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, umes, vapors, or other volatile compounds? �4J 11. NO » YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative: ignalure) (Dare) BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature �, Date WHITE- Building Dept ❑ YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. , .,rr'k,-I .r+C�,•,fy�' ,� � .. — .hl`""r(.Ly�rt.�t�r•� �,,,,,rr-_r�-•� �•- t �+ ' v't9n "rah"` ir'r r-+ t'�'rs'�.:.rtyt.tir�k/tYPt�dYr•*"�r,.-re,illr*+'. T'n'-Kt�vT�" Ur''r t krS'ti•-`,'i'fy � w BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER C f= j Lf '; Z APN QA9--010-990-000 Firm Name �A w F O/L/U / A 0L iye5 !?s*ni C.I-( I A(e-. Address oZ(a 7J— Lo/Up- Ti2,-,6 -JRDiAD O"Vl u C 0,4 9 Cl6S, Nature of Business �d-I VE DIS. A120DUGT/O /U d• �I�II/C!'/ Contact Person SAI&40 HA N SCN IAL AN 45,9-e "eyJ Phone # %5-504" -FVDQ 1. Does your business or that of your tennants handle, store, or transport hazardous materials?` ❑ NO GKYES NOTE: Hazardous materials are defined as any material that, because of its quantity„concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials” include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store,.or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard �te/mperature 4 pressure), or formulation containing hazardous material? ❑ NO 47p YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. .k 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? A° NO ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, umes, vapors, or other volatile compounds? NO IN YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. 1 Owner or Authorized Company Representative- ---- (Signature) (Date) BCEHD BCAPCD The applicant has met or is meeting the applicable -requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date 7/,,7 ;Z105- WHITE- ZUs WHITE- Building Dept ❑• YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. -�, .. ., '�-...--.�..- .�._ .i. ,�-. w�..+'y'r"'•t�•�1.+�•4�YY^"'.-......�..--rte.. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER APN Firm Name f t� c, "ri r! f r C L. ► yo; 'PA m (.. H , j Ai r , Address ;,Z %i" L- f Al F Tle,;r, 1?rAr) ,zf,)V i, I e 0tw �.i�'f �6s' Nature of Business PJ/C'1>1.t(''r0Mt `+t-kty Contact Person 56-att,4 44L 14Ai 0_E-1e-^=r1JF Phone # X30-�W- • t'6"W) L 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ❑ NO ®''YES NOTE: Hazardous materials are defined as any material that, because of its, quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? ❑ NO WYES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? P& NO ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, '-fumes, vapors, or other volatile compounds? wt . Eif NO 0 YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. s1 Owner or Authorized Company Representative. -41 , c E,J (Signature) (Date) > BCEHD BCAPCD ❑ ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. qThe Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. SITE PLAN R)9VIWW APPLICATION Date: 7D� AP# �7 q, Permit Number (if applicable) APPLICANT 17VFORMATION Parcel Size: Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: Y y(o -poo G sI� Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other. ❑ Septic ❑ Well ❑ Agricultural Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved' By Z Date - d Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ® Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: (}� • Flood Panel No.: 000076 // _34L Index Date: & eb ❑ Sacramento River Reclamation District (Approval must be obtained from the Ca ifornia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------_____------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front ';20 i - Side 5-1 Side Street Rear 5_1 Height Waterway N/A N/A N/A ' ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ o F1 Yes Comments: pZ�S yf �- ® Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ 'Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 F1 Subdivision Map/Parcel Map: . I Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page:, Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department .of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa 0 Page 4of5 Y1 ❑ C n Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\BuildinD Permit Site Plan Reviewl.doc Page 5 of 5 MASONRY.WALLS N E S W 1 st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS Occupancy, Area, Property) Gypsum Board 1st Layer 2nd Layer Walls Ceiling NOTES COMMERCIAL f PG 027-220-030 02-2094 CALIFORNIA OLIVE RANCH 2675 LONE TREE RD., OROVILLE ADD BOILER ass FUEL TANK JOB FINALED (Date Signature V=OK O = Not OK - = Not Applicable COMM = Not Reedy Date UNDERFLOOR (Plans) OK except #'s 1. Zo 'ng -Setbacks -Easements -Flood -Slope -Soil Report �Hold -Ufer Ground.-Ftg. Depth lts Straps Embedment -Hair Pins ert-SP. insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe: Size -Anchors 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' 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. H dicap-W/C-Backing . 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 -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 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. F1.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. ERCIAL Date FRAMING (Continued) _ 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam 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 Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 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 -Drainage & 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 Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim: G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections �4 Gas Test -Meters Tagged; Gas -Electric 86. Water & 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 dard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 � N (Rev. 12/96) APPLICATION AND PERMIT `Y- ASSESSORPARCEL NUMBER 027-220-030 ZONING BUILDING PERMIT OWNER CALIFORNIA OLIVE RANCH TELEPHONE 682-1200 — SO. FT. OCC. BUILDING VALUATION est 10,000 00 . OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 10 000.00 .. CHTECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 19-7.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 76 05 BUILDING ADDRESS Energy Plan Checking Fee PERMIT FEE $ 213.05 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome N Other OT.TVF RANCH—COMMFRCTAT. SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities )0 Installation ❑ Other ❑ Describe Work: ADD BOILER & FUEL TANK Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 0OR LE Main Service . A OR LESS 23.00 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,Ngo,,oT' and my license is in full force and effect.POWER License Class g Lic. No. OWNER -BUILDER DECLARATION I 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: E) I 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. P111 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 f ��=bk- i'C7, Policy Number n�_--7:z .- 1-WI`jl (The above sections need notb oce mpleted 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' 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. Date��--�"®Z n pp Owner Contractor ❑ Agent 4An HA per is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service TO t 46. 00 CU00A WEE200A NEW CONST. DWEWNG OCCUP. SO so OR ADONS. ( a ACC. BLD S. 3.5QFT. MUUTI.OUTLET g7.501 APPARATUS 8 SINGLE OUTLET CIS. 17.50 20 EX. OCCU OUTLET OR FIXTURES BAL @ I.00 . 0 Ex. Occup. OFIx.e RLrs oR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Boller 1,700,000 42.00 Cooling Hood 6.50 Ventilation PERMIT FEE S 62.00 Mobile Home Installation Fee $ Energy Inspection Fee Is Occ CONST. TYPE TOTAL FEE $ H p, IMP ✓- F1OQD K CDF PARC¢ V P- ISsu This permit is hereby issued under the applicable provisions of the Butte County Code and/o�esolutions to do work indicated above for which fees have been paid. v 121� 2 By D to I v PERMIT EXPIRES ON �f 6 et ReceiptNo. 360705 $347.55 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT M Feb 01 02 08:13a P.1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ERMI No (Hev.l2/98) APPLICATION AND PERMIT ASS6SSORPMCELNUM5!A ZONING BUILDING PERMIT _ 09-7-,A90-030 �✓�, .------ owNER AQ )I✓.s'YC/� Al N/ GD S0. FT. OCC. BUILDING VALUATION T OWNER'S MAILING C F SR t CONTRACTOR'S NAME ll/ ' COMPACTORS MAILING ADDRESS CONS TRUCTIOH LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAKING ADDRESS -BMDWG ADDRESS a1 LAT NO. I SUBO(MIONSNAME Fireplace I I ELECTRICAL PERMIT I Filing Feel_20.00 5.00—� Total Valuation is 2�oo.11oaLLES. 23.00 E20.00 Filing Fee $ 46, 00 20.00 Permit Fee $ 90. 3.5QhT. Plan Checkin Fee S ^ Q7.5o1 Energy Plan Checking Fee $ _ PERMIT FEE $ PLUMBING PERMIT Fling Fee 20.00 Each Tran 7.00 USEOFSTRUCTURE ar1/ V1 Soler or heat pump water heater 23.00 SF ❑ Duplex O Mobilehome ❑ Other Water piping 15.00 TYPE OF WORK epcct" Each gas water heater or vent 15.00 // Gas piping system 1 - 5 outlets 15.00 Now ❑ Addition ❑ Remodel ❑ Utilli/ities �kLstnOation ❑ Other E3 Building sewer 15.00 Describe Work:®�/ 0�(� t�//l��Z /�� Mobile Home S G yr (c?2o.o0 L� OPEMIT FEE PAIb S SRA SHERIFF OTHER S AAkbUW RECEMb 3 v .._J.� *RECUT' NVN1s.1-Y-77 * TO " rvr =HTO CO#PV, TER PERMIT FEE $ 15 ELECTRICAL PERMIT I Filing Feel_20.00 5.00—� Main Service 2�oo.11oaLLES. 23.00 E20.00 Main Service 200A TO 1— 46, 00 NCW CONC.T. OR ADDNS. OWE311NO OCGUP. 6 ACC. BLDG. 90. 3.5QhT. f+tw GUM I. NON-RESID. \ MULTI -OUTLET \ BRANCH CIRCUM ) ^ Q7.5o1 Ex. Occup.. OUTLET OR FIXTURES 20 ® 1.00 BAL 9 .50 oFO(ED APPN.OeAF(. Occup. 5.00—� Temporary Service 23.00 Mobile Home Facilities E20.00 Misc. Wiring __ 23.00 PERMIT FEE $ % 61 MECHANICAL PERMIT Filing Fee 20.00 Heatina 7319//. 4 / 7/w/wi t. 6.50 ; PERMIT FEI3 I S Mobile Home Installation Fee S Energy Inspection Fee S occ coNs K TOTAL FEE $ D. FEES IMP I FLOOD IX0F 11 PARCEL I Po I HG I RSUE --- - This permit"is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been -paid. ` By Receipt No. PERMIT EXPIRES ON WHITE-O.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT Date __�_ __ �p----_ ------ _ _CSG s_��rt�_4�Q�`� - n _ � _J. =_ -- � --- -- ----�. _._ ___� ._ � � _. ,� r^�"!'�T..•�-..�'r'v. « -�.-r-"y,: .. -....:e.-YY"*",...-:..-sa:,..-.+7'"�--�F.".-`�r--�---,,.w..7••v-"-"-..�.r.-..-�---'�^''.^^e�+�--a...--..,I\_ +7_ ,.,, �"t1+r^-,.--... COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 C/�++��/ tVL PERMIT APPLICATION DATA SHEET /� OWNER: . /lit , UP L � ASSESSOR PARCEL NUMBER S ;R90— O?Le) Proposed Building Use: 04/y(:-, kmnl Counter Technician: 9/y Date: D ;2` Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. MA. Plot plans, 3 or 4 sets, signed by the preparer of the plans. /yW� 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. /;16. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9.:Plot pla d business license approval from the City of Biggs .................................... ❑ 10. er of intent for non-residential buildings.......................................................... VI Detached Accessory Building Form filled out by the owner ...................................... Hazardous Material Form............................................................................... ❑ 13. Other .... Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) t' ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 0 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in 1 ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicar} 4i �� Date:' 1. Index permit application for the above items numbered: 2 Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by y l , p1wne, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data b phone, ❑ mail, ❑ counter b Date: —(SZ Plans reviewed by: �— Date: c IX-� Plans approved by: Date: ju Structural reviewed b • w Date: 9 * Structural approved by: Date: Note transfer by: Date: — Z Yellow: 13uilding Division BUTTE COUNTY ENVIRONMENTAL`HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Name BUILDING PERMIT NUMBER 02-2094 APN 027-220-030 California Olive Ranch Address 1528 Colusa Ave, Suite B, Yuba City CA Nature of Business Olive Ranch Contact.Person Phone # 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ET'NO ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and.safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at stta�ard temperature 4 pressure), or formulation containing hazardous material? Q NO ❑ YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or s,�c gmI site? ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, hues, vapors, or other volatile compounds? u NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representativ ignat re) (Date) BCEHD BCAPCD ❑ ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. M1 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept • ❑ YELLOW- Env. Health 0 PINK - APCO 0 GOLDENROD -Fire Dept. ' • .��, �.. N - 1 � w,.r �"�'.$ti � ♦ '!�... e f -. '^�ti !�F"4r;t y�'� F � -:��-.:1,�:� .... , lF:�-w ..: : ` . { : - .,.. , . , ;� .. 0"W BUTTE COUNTY ENVIRONMENTAL IACT"H DEPARTMENT HAZARDOUS MATERIALS AND EMMI,S4SIONS QUESTIONNAIRE (A Building Permit cannot be approved wAout this completed form.) BUILDING PERMIT NUMBER 02-2094 ApN027-220-030 Firm Name California Olive Ranch Address 1528 Colusa Ave, Suite B, Yuba City CA Nature of Business Olive Ranch Contact Person Phone # 1. Do s your business or that of your tennants handle, store, or transport hazardous materials? WO 0 YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at star lard temperature 4 pressure), or formulation containing hazardous material? VNO 0 YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. , 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or sc of site? Off NO 0 YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air poll4tants; e.g., dust, soot, odors, fes, vapors, or other volatile compounds? ENO 0 YES ' IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representativ Z+ �� (ignat rel (Date) BCEHD BCAPCD ❑ ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. f El 11 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Dafen WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD -Fire Dept. _ _ �ri�4.'�^'�-rj*...`7lvrT�"�Nwa"'.�T�t�`"�'�j„�j';r'T`'r'�"c •� �� ry:�.r;s..m��"�rt�:..—.-a.e� i w BUTTE COUNTY ENVIRONMENTALEEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMIS�SIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER 02-2094 ApN 027-220-030 Firm Name California Olive Ranch Address 1528 Colusa Ave. Suite B. Yuba Citv CA Nature of Business Olive Ranch Contact Person Phone # 1. Does your business or that of your tennants handle, store, or transport hazardous materials? VNO ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic,feet (at sttar�dard temperature 4 pressure), or formulation containing hazardous material? W'NO E] YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. , , . 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of'a school or s5 of site? F NO O YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollux ants; e.g., dust, soot, odors, fu,'es, vapors, or other volatile compounds? u NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representati BCEHD BCAPCD ❑ ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature . WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. .rib ii. ,..411 rte; BUTTE COUNTY ENVIRONMENTALIEA�LTH DEPARTMENT HAZARDOUS MATERIALS AND EMMIS�SIONS QUESTIONNAIRE (A Building Permit cannot -be approved wifhout this completed form.) BUILDING PERMIT NUMBER 02-20% APNIY27-220-030 .Firm Name California Olive Ranch Address 1528 Colusa Ave, Suite B, Yuba City CA Nature of business Olive Ranch 1 Contact Person Phone # 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ®ANO OYES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport,55 gallons, 500 pounds, or 200cubic`feet (at st,,a�ard temperature 4 pressure), or formulation containing hazardous material? VNO NO E] YES If you answered YES to 1 or 2, contact the Butte County Environmental Health Department (916-538-7281) for a review of the project. r 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or sc of site? VNO 0 YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fu,'es, vapors, or other volatile compounds? I NO 0 YES . IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representativ'"+ r ignature) (Date) i BCEHD BCAPCD ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El1:1 The Above Regulations Do Not Apply To This Facility. t. BCEHD Signature Date t BCAPCD Signature Date``-� WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD -Fire Dept. PROJECT PROCESSING RECORD APPLICANT: C' ILCL-��Na� OL OJZ OWNER. PERMIT #: ©z — i A. P. ®: 02'7 WORK DESCRIPTION: O �— r� ►� K DATE p G'R�TION OF STEP . cf La uc�L 110.tn im "34 wou am r1�I� L� MEMORANDUM To: Martha, Plan Review From: Steve, Fire Department Date: October 10, 2002 Re: Permit # 02-2094 I have attached a copy of our fuel storage and dispensing brochure. There are additional fire department requirements that the company failed to include in their notes. I have highlighted them so they can be added to the drawing. A simple statement that the project will adhere to the BCFD/CDFFP requirements for 'Motor Vehicle Fuel Storage and Dispensing Regulations" applicable to this project will suffice. I am concerned about the distance between the tank and the building. I guess they need to decide if it's an`important" building or not. ��j PAii�/. P.O. Box 1216 406 Pine Street Red Bluff, CA 96080 (530) 529-3560 FAX 529-0953 888 Manzanita Ct. Suite A Chico, CA 95926 (530) 894-3500 FAX 894-8955 Joe Dominick Land Surveyor Eric Robertson Civil Engineer ROBER TSON AND DOMINICK Civil Engineers. & Surveyors October 2, 2002 Butte County Building Department 7 County Center Drive Oroville, CA 95965 Attn: Martha Christy Re: California Olive Ranch Inc. (Permit # 02-2094) Dear Martha, This is in response to plan check comments dated 9/20/02. Plan check comment number: 1) The fire separation of the boiler room from adjacent spaces was submitted and approved under the building permit (#01- 2094). All four walls and the ceiling within the boiler room are fire rated. I have shown this on the plan. 2) Attached you will find spill containment calculations. 3) 1 have required the boiler package to be U/L labeled on the plan. Also included you will find two sets of updated bluelines for your review. Please feel free to contact me with any questions or comments. Thanks, , '� – ) - - --Ic � ql�— Brian Myers Associate Civil Engineer September 20, 2002 • Department of Develo mint Services i' P Building Division 7 County genter Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX California Olive Ranch Inc. 1528 Colusa Avenue, Suite B Yuba City, CA Robertson and Dominick Engineers 888 Manzanita Court, Suite A Chico, CA 95926 Assessor Parcel Number: 027-220-030 Building Permit Number: 02-2094 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. Please comply with the following items in italics remaining unresolved from the previous plan review, addressing your response to Martha Christy: NON-STRUCTURAL COMMENTS: Detail a fire -rated separation of the boiler room from adjacent spaces per UBC T 3-B. Calculate and provide spill containment at the tank per UBC 307.2.3.3 and UFC 8003.1.3.2. ,X Require that the boiler package be U.L. labeled. 4. Comply with requirements of the Butte County Fire Department (under separate cover). If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss the above items, ask for Martha. 1 of 2 i 0 Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Keith Long, Architect Plans Examiner Consultant 2 of 2 MASONRY WALLS N E S W 1 st Litt 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIR WALLS Occupant , Area, Property) Gypsum Board 1 st Layer 2nd Layer Walls Ceiling ES V-� 8 Z n- - C— A --- n i_ COMMERCIAL /K 027-220-030 01-2094. DENNY, MIKE 2675 LONETREE RD. OROVILLE CONT: MODERN BUILDING OLIVE PROCESSING PLANT 6fR4 *0 6 t to 9--30-0 � .__ OFFICE COPY 1 l Address � pate o� 1 GAS Meter i BY p ELECT R►C Meter BY 0-4 JOB FINALED (Date) Signature V=OK 0 = Not OK - = Not Applicable = Not Reedy COMMERCIAL Date UNDERFLOOR Plans OK except #'s te'zopi'ng-Setbacks-Easements-Flood-Slope-SoiI Report . Ftg., Main; Soils -Lifer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins } 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Ste alts, Main; Steel -Bloc kouts-Wrapped nf. Steel -Grade -Placement ro'Slab; Steel -Wrapped -Wire Mesh 8. P' rs Steel O.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test A 10. Ws Pipe; Size -Anchors Water Pipe; Test -Anchor -Regulator -Service Test Electric; Underground, Underslab 13. Plenums & 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 187 Water Htr.; Vent -Access -Combustion Air -Baffle 17. W ' Pipe; Test & Anchor -Nail Protection 1 D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sin loor-Grease Trap a cap-W/C-Backing Gas Pipe; Size & Anchors - Firewall Penetrations ► Date Card B-1 Date Card B-1 i Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Si Phase -Three Phase -Equip. Bond . Size Boxes & No. of Conductors -Stapled 2gq�u;ip. x Installed Close to Edge of Studs & C.J. Ground made up w/Meth. 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 At 2�Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling OT -Riser Conductors & Ground -Main Disconnect ' Clearances Panels -Motors -Meeh. Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 -Date Card B-1 Date ME NICAL (Permit) OK except #'s 3 A.C. Ducts Insulation & Support oe<eW Fan; Exhaust above insulation ndensate Drain & Overflow; Size & Grade 36 u—mance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 7. is Access & Platform if Furnance in Attic w .A.C.-Ventilation-Roof Access Smoke & Fire Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sijs, Proper Material & Anchors -Hold Downs alls Studs -Nailing, Spacing & Bracing -Plates -Sound 4 Bearing Walls over Girders & Floor Nailing 43. Xaft Stop in Walls (rat proof) 44' Fre Stops; Furred Ceilings -Stairs -Chases 4 . Headers & Beam -Size & Bearing -Support Fix. Date FRAMING (Continued) - _ tT—Hangers-Post Caps -Anchors -Connectors oof thing-Nailing-Diap.Chord Splice firewall-Doors-Area-Occp.-Prop. ' _At 49. Attic Access;Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -La ert.- Place ment-Support 5 eel Buildings-Purlin-Girders 52. Propp._qy Line Firewall & Openings 5 xi. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Gla ' `Area -Glass Protection -Skylights -Plastic -Fire Port. hel.Walls -Plywood-Nailing-Conn to Roof it dI nsulation-Walls-Ceilings Ai 2 61. Infiltration -Walls -Windows 62. Corridors -Openings -fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FIN!fans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings its -Size -Number -Placement 6 ace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection prink) rs-Placement-Test uspended Ceiling-Seismic-Wires-Elec-Light & Mech. rim & Subpanel; Breaker Sizes & Labels 's - 7 . andicap-Door Levers -Fin. Floor p-tieS.,putiets at Wood Panel; Int. & Ext. 7 tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Abo Floor -Meth. Protection Plb.. Elec. & Mech. Equip. Listed for Location 7 sulation-Foam-Looked in Attic - 0 Yes Construction -Post `Caps' 7 raw ole Door -Drainage &'Wood -Earth Clearance Looked under Floor O Yes ruw Finish C�1ait'Disconnect, Electrical, Plumbing ents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Water Well; Disconnect, Electrical, Plumbing 8e ' lec. Trim; G.F.I. Receptacle -Underground ff Sit -Parking-Handicap • P111 -ass Protection 84_.Akffe-ctions from Previous Inspections / rest -Meters Tagged: Gas -Electric r & Sewer Connected -C/O to Grade -HD App ty Compliance Certificate -Other Certificates 88. Roofing Certificyie-Fire Rating DateL. "'.7 Card B-S#2V 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 Occupancy (NOTE: An entry must be made each time you visit the job site) +r+ r , yip. �r�.�.-p+...-�,.-�...•g-. N+��, y�„�,�..., r COUNTY OF BUTTE BUILDING DIVISION w DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 0/ - 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 notice 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. FA c'7'L- 'b i- 00L -'A--1 G r Date �' !�Z- Inspector REV 10/92 ROBERTSON and DOMINICK Civil Engineers & Surveyors 888 Manzanita Court, Suite A Chico, CA 95926 -July 2002 Job # 02-501 Foundation Calculations For The 1000 Gallon Fuel Tank California Olive Ranch Olive Oil Plant Oroville, CA Robertson and Dominick accepts responsibility for only those structural elements specifically addressed in these calculations. ROBERTSON and DOMINICK: Civil Engineers & Surveyors ClUCO (530) 894-3500 RED 13LUPP (530) 529-3560 J .... .... .. . L JOB NO. PROJECT C-PLY—OU've, 71-o,,uV1 DATE SHEET OF -L- iz ........ .. 0,,� .... .. ...... .. . ... .... L ... ........ -wrA . ......... .. . -2 .. . ........ . .... .... 6 G Tz- . . ........ . iv ...... .... .......... ..... . .... tr . .. .. ..... • 0-j t -A: .... ... . . • .. ...... .. . . . . ....... ... .. .... ...... ... ....... Al v !I qql m IQV -2- ..... .. . .. t�A A)Lj ......... . ... . . ........ 2 CONCRETE. BEAM DESIGN ULTIMATE STRENGTH DESIGN PROJECT: LOCATION: WIDTH DEPTH BEAM CROSS SECTION DIMENSIONS: (in.) (in.) Depth to Steel (in.): <> "`'` FT. -KIPS DEAD LOAD MOMENT= "•�tizw:�.i�;?zv<=,>.>;.`' yv �vi...v... �.n . LIVE LOAD MOMENT- FT. -KIPS Mu = 0.75(1.4(DL MOM.) + 1.7(LL MOM.))/0.9 = 2.85 ft. -kips = 34.17 in. -kips STEEL REQUIREMENTS fc= ;a 'P s i fypsi "d"= 9 in. w= 18 in. As min.= bxd x 200/fy= 0.54 sq. in. As REQUIRED DUE TO FLEXURE= 0.0639915 sq. in. As= 1.33 x As DUE TO FLEXURE = 0.09 sq. in. ,t u v 11-7 6 _* s s @.. (.a o • C - 11 W Ry 1�1 Name ICALIFORNIA OLIVE RANCH INC Addr-I C/O MICHAEL DENNY Addr2 1528 CO LU SA AVENUE SUITE B Addr3 IYU BA CITY CA 05888 Addr4 Comments INOW PT N. 027-220-207/212 SPLIT BY Creaking D oc#j 1984R 2981479 D ate 10/91 /2001 Current D oc# 11999R 0007749 D ate 02/24/1999 Killing D ac# 12001ROO50644 D ate 10/91 /2001 Asmk D esc 447.41 AC S E C 91 S uplCnk p— Zoning JA5 D +yell Acres/S g Ft 1447.41 .;.j NC 027 Asmk # 027-220-090-000 Fee # 027-220-090-000 Status Status Dake 110/3112001 Tax 001 IBUSINESS OWNERSHIP TRA 002-000 Situs 12675 LONE TREE RD PALERMO Base D t 08/22/2000 IMIN Timber Preserve AgPres Etal ry—o N okes j! Bonds r— multi Situs r— Flag1 r— Flagg 910 MH Asmt PP Pen Tax PP Pen r— Appeal Pending T Split- Pending Land S truckure Fixtures G rowing Total L&I Fix. RP MH PP PP E xempt 0 0 0 0 0 0 0 0 0 Net 1 0 RJC#j T!R DtI R!C Stat I PHY I OWN I EXP I TAX I H O N I ATT I SIT I APR I PCL I rl-I--,�I0-IN 0_ Find 14 L .4e' C BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER 0 209 APN �—I-Z-o3a Firm Name . • • 'J"I=II Nature of • • • - /i 1. Does your business or that of your tennants handle, store, or transport hazardous materials? f NO � YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? NO 1$ YES jJ0 &A,_ Di15;5G'L, f�qK G�-I ERS i c� � Zoo GAL_ pig�SVL. Fog If you answered YES to'1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? 1A NO ❑ YES IF YES, name of school 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? ❑ NO W YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company RepresentativeZvi�� 0-n-0 (S naQ / (Date) BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, El0 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations BCEHD Signature BCAPCD Signatu Not Apply To This Facility. T Date 13 Date (9LNWZf WHITE- Building Dept ❑ YELLOW - Lewd Health 0 PINK - APCD 0 GOLDENROD -Fire Dept. MSDS: BuyGreek Olive Pomace Oil 1C. Material Safety Data Sheet Product name: Olive, Oil �� Importer: BuyGreek.Com Inc. 55 Gavins Pond Road Sharon, MA 02067 Phone 781-784-0657/800-841-8420 http://www.buygreek.com NFPA Rating: Health: 0 FlammabiliF1 L Reactivity: 0 Composition: Triglyceridic oils>95% (primarily oleic and linoleic) Free fatty acids <5% Physical Properties: Freezing point: 21F, -6C Boiling Point: Decomposes Smoke Point: 420F, 215C (onset of decomposition) Flash Point: 437F, 225C Heat of combustion 39.6 MJ/kg Page 1 of 1 Density:.92 g/cm3 . To city/Health. -. Essentially nontoxic unless otherwise contaminated. May be irritating to eyes. Elle tom;,; May generate toxic fumes at temperatures above the "smoke point". Ezposure;Controls: Not normally required for the pure product. Skin and eye protection may be required`if material is used at high temperature or contaminated with toxic materials. Fire and Explosion Not`likely to form explosive mixtures in air, however heating above the Hazards:" -""'' decomposition point can cause autoigrution. Extingu g Media: Use foam; dry chemical, or carbon dioxide. Water applied directly to burning oil may spread fire. Storage and Store at ambient temperature (10-40C, 50-100F). Spills may be cleaned with Handling: absorbent material or wet vacuum. . Disposal: Nonhazardous waste unless contaminated. Waste vegetable oil that is not contaminated with toxic materials should be recycled if possible; small quantities can be discarded as normal trash. Most communities do not permit oil to be disposed of in sewage. Oil contaminated with toxic materials must generally be disposed of as a hazardous waste. Regulatory Not reportable under SARA Title III unless inventory exceeds 10,000 lbs. information: MSDS Prepared By: Daniel Woodard, MD (dan@hazard.com) MSDS Date: 2001/04/22 http://hazard.com/msds/mf/buygreek/ofive.html 09/17/2001 r.................... Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Non -Residential Buildings Energy Conservation Standards Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings Please print clear and legible! Owner's t/V-5- ';Z.,Z_ _Date: 1 D -19 •- of Assessor Parcel Number: Z-7 - n -3p Building Permit Number: Occupancy of Building: 0 L-ij ii [Oi L FALK4�541 IJ L— I hereby certify that I do not intend -to heat or cool this building in such a manner as to be subject to other than the mandatory sections of the State Energy Requirements. 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 that time. I understand that if I change the use or occupancy of this building in the future, that I will be subject to the energy requirements in effect at that time for that 'specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary to redesign and/.or alter any of the following: 1. The building envelope. 2. The insulation requirements of the heating, ventilation, and air conditioning systems. 3. The heating, ventilating, and air conditioning equipment. 4. The water heating system. 5. The lighting of the building to comply with the regulations. I understand that any of the above changes will require me to obtain the necessary permits, inspections, and approvals from the Butte County Building Division. Signature of the Building Owne 4` C �F 'Mailing Address:«2.�?, Telephone Number: S do" E woo IV/ E D OCT 0 42001 MODERN BUILDING CC fWCO, CALIFORNIP . BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEWAGE DISPOSAL PERMIT P. O. Box 5364 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95927 OROVILLE, CALIFORNIA 95965 Telephone (530) 891-2727 Telephone (530) 538-7281 Date Issued --3 1 -6 1 EXPIRES O YEAR FR M DATE OF ISSUANCE Permit Issued to P1"` 'J1A 2 To construct a L sewage disposal system for: I V ( IPMQ1,0 61 Located at: gr\� . l ��. R-6- A. P. # SEWAGE DISPOSAL SYSTEM REQUIREMENTS SEPTIC TANK Liquid capacity: 000 gallons Material Special conditions: LEACHING FIELD Total length: /5(-,> // feet Trench width: '7 inches Minimum No. of lines: 2 - Rock under pipe (o inches Additional leaching field will be required if experience shows it to be necessary. No part of the system may be located within 50 feet of the center line of any County Road. NOTE: Satisfactory inspection by the Health Department is required before backfilling or putting the system into use. Occupancy of a new building is not permitted until the system is approved. Permit Fee $ ; Additional Fee $ Penalty Fee $ TOTAL FEE $ Receipt No. '?> 3 023 , 3SD 3(0'i Issued By: ENVIRONMENTAL HEALTH SPECI MASONRY WALLS N E S W ~ 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLSOccu anc Area Propert Gypsum Board e 1st Layer 2nd Layer Walls Ceilin s i c� ...mak, COMMERCIAL 027-22-0-030 00-0903 ' ENNY, MIKE/CALIF. OLIVE RANCH as ONE TREE RD., OROVILLE COMNffiRICIAL METAL BLDG. r � i I I �, j d� Ew W� � �iFL w�►s ENE�G�zE� �T- 00 40,05 V OK O=Not OK = Not Applicable COMMERCIAL fot Rea ' = dfl Date UNDERFLOOR (Plans) OK except #'s Date FRAM NG (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report H rs-Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth & 4 of Shthing-Nailing-Diap.Chord Splice 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4 . irewall-Doors-Area-Occp.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Romex Protection -Draft Stop -ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 50. Glu -Lam cert. -Placement -Support 6. Reinf. Steel -Grade -Placement 51. Steel Buildings-Purlin-Girders 7. Slab; Steel -Wrapped -Wire Mesh 52. Property Line Firewall & Openings 8. Piers -Steel 53. Ext. Doors -Handicap Access 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Siding -Nailing Veneer 12. Electric; Underground, Underslab 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15. Masonry -Rebar -Lifts 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 18. D.W.V.; Test -Fittings & Anchor -Nail Protection Date FINAL (Plans) OK except #'s 19. Sinks -Floor -Grease Trap 63. Ext. Steps -Door & Sidelight Protection -Landings 20. Handicap-W/C-Backing 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Date Card B-1 Date Card B-1 66. Sprinklers -Placement -Test Date Card B-1 Date Card B-1 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 69. Stairs & Rails 23. Single Phase -Three Phase -Equip. Bond 70. Handicap -Door Levers -Fin. Floor 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets at Wood Panel; Int. & Ext. 25. Romex Installed Close to Edge of Studs & C.J. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. Plb., Elec. &Mech. Equip. Listed for Location 27. Wiring -90° -Protected -Color Coded 74. Insulation -Foam -Looked in Attic El Yes 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. 75. Guard Rails & Deck Construction -Post Caps Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 30. Service -Riser Conductors & Ground -Main Disconnect 77. Stucco; Brown -Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78. A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 Date Card B-1 82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HD Approval _ 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. H. 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 Card B-1 Date Card B-1 Date Cad B-1 Date Card B-1 Comments at Final: Date Q4rd B-1 Date Card B-1 Date FRAVW(Plans) OK except #'s 40. , Proper Material & Anchors -Hold Downs KW_ Studs -Nailing, Spacing & Bracing -Plates -Sound 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. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) r{ s...rr .-,r .-+v.•.^-�:^- -�..r ..r._:.r �.""w ti----_.��,r o - r'.-. �---..r�+-�.vT......ti 1 ► 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVIC9S 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. a A routine inspection indicates that the following violations of butte county Ordinances exist at the =K above addres and should be corrected. Please notice this office when correction of work is completed. you have any questions pertaining to this matter, or need additional explanation, please c act this office immediately. L 1 =� 7 U I �' d %�'ti y kC7.4Zr K- 4n/Z Lt i 1 Date REV COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVIbES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE M ER -d a PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice 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. / G r Date REV r r/6".- a COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICE 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 0 -c 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 notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please r this office immediately. It© -v t D Ck- f REV 10/92 MODERN BUILDING i p_Q_ Box 1216 410 PingStrect Iced B& CA 96080 (530) 529-3560 FAX 529.0953 1074 Easr Ave• Sufte F Chi,", CA 95,073 (530) 894-3500 FAX 894-8955 Ioe vomi ck Zand 5wycyor twit ,Roberfson Civil BMiwer Fax:1-530-891-6834 Jun 29 '00 7:44 P.02 ROBERTSON AND 1�o,1Vll1�I�',� Civil Engineers & Surveyors .lune 29, 2000 Butte County Building Dept. 7 County Center Dr. Oroville, CA 95965 Re= Shop Building for Mike Denny, Long Tree Road, Orville Ladies and Genttemen, Regarding the shop building for AAike Denny located an Lone Tree Road in Orovilte, this is to oerbfy that it is acceptable to pour the Concrete footings and the concrete stab using the two Pour' system- That is, to pour the column footings and the Continuous Wall footings in one pour and there, at a later date, pour the concrete slab. tf you have any questions or need to discuss this further please don't hesttatE to ca§ me at 894-3500. Sincerely,- '---YK ��t---- �ec�slo� Eric L. Robertson. P.E. Civil Engineer/PartnerS60 Uj o �� Pr p�lF��`r Z0'd 9 9 00, 6Z unr SS68-tr68-0£S:xej >OINIWDC 8 NM18308 MODERN BUILDING Fax:1-530-891-6834 Jun 28 '00 1635 P.04 JUN -07-00 09:32 Art ATC—APPt_IED TESTING 5B0 89i 4243 P-02 5 . _ >✓ i; APPLIED TESTING CONSULTANTS MATERIALS ENG/NEERJNQ TES77NG AND /NSPEdnam Nuelev Density TestIna Rwnnrf Dar AlktU 4447 awo CAUGRAT10N DATA: Density hd.: htoialure deport Seq. No. 1 W* ��. Main: Celifonnia Land Company P.oe: 1 of 1 !, Y state: 1628 Colusa Ave., Sults 9 oats 42l29/99 �..o� Chr. state: Yuba Cly, CA 95893 T•C►+: M. ria On +{: 3 „ Ann: Micas$ Denny % Carp. AmLat t Denny MOD Building Southwest Comer o1 Pad sf .. •> : loll Oanatption: Orange silly sand wl minor gravel 119.8 awo CAUGRAT10N DATA: Density hd.: htoialure parte JG : rsotalure xi CMFKibn E mAnf; Aep'd 96 Com+ lWn CAM Ng, : 7-1 Mex Ory Density: 131.1 Ool. t0IRt. COMM 7.5 90% 7021 it Ten Deq4h tam;on: Ear. Wel Dana nZD penalty Ory Oer0y Moislum Cotnent % Carp. AmLat t V Southwest Comer o1 Pad FPO 128.1 8.31 119.8 6.9 9246 PASS 2 V 8 Center of Pad FPG 127.1 8.1 118.D 7.7 01% PASS 3 b' Nortfleaet Corner of Pad FPG 127.2 8.3 117.9 7.6 90% PASS REPORT: Arrived at joesite at 0910 hrs. to perform e0mpaetlam testing of tmo DeArly Shop Building Pad, Perfo►m69 3 nuclear dansity teats el random l0C2ii0n6 as Indleated above. A sample of the material was oetalned 9nd returned to the laboratary for a moisture eensity curve. The test results Indicate at least 90% refalive compaction. Departod jobWe at 0930 hrs. les s: Rev a we ey: 3080 ThOmtree Drive, Ste. 10 • Chico. CA95973 • T9lephone: (S30) 891-6625 • Facslmlle: (530) 891-4243 MODERN BUILDING Fax:1-530-891-6834 Jun 28 '00 1634 P.02 June 29, 2000 Building Company General Contractors To: Mr. Bart lAague- Butte County Building Department From- Pat Kincade- Project Manager- Modern Building Company RE: 6/28 Correction Notice- Butte County Permit 000-003 Bart- P.O. Box 772 Chico, CA 95927 (530) 891-1533 (530) 89t-6634 FAX In response to your correction notice from yesterday's footing inspection, please review the following: I .) The results from compaction testing of the building pad are attached. These are for the sub -grade of the built up pad section. As you probably noticed, the pad was topped in the area outside of the building footprint with a ballast rock matLTial, which we replaced with compacted road base (approximately 8-10" deep) under the building footprint to provide a more stable surface: and to meet the engineer's spec for the rock layer. 2.) 1 need to discuss correction item #2 with you, as I need clarification of what information you are looking for. I will call you at 8:00 am. Thursday to discuss this. 3.) The structural sections show a cold joint at the spread footing locations between the footing and the bottom of the slab (detail 1/S1). Detail 2192 docs not show a cold joint at the continuous perimeter footing. Typically, we pour this footing at the same time as the spread footings, and often install rebar "hooks" that tie the perimeter footing to the slab. l will provide to you the engineer's approval of this method Thursday a.m. I hope to have the above referenced information to you by the time we talk Thursday morning. California Nevada Oregon tic. No. 285006 Uc. No. 33967 Uc. No. 84222 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 00-0903 for the following: Use Classification Storage Address or Location 2675 Lone Tree Road, Oroville Group: S-3 Occupancy: Type V -N Hour Construction. It is hereby certified for the occupancy described above and may be occupied. Date: 08/22/2000 By Scott.Rutherford Chief Building Inspector COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION S 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-754NO. (Fgv.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 027-220-030 ZONING fir5 BUILDING PERMIT OWNER Mike Denny/Calif. Olive Ranch Inc. TELEPHONE SO. FT. OCC. BUILDING VALUATION 4,000 Ham- 88 000.00 f -OWNERS MAILING ADDRESS c/o Antonio Valla Esq. 180 Montgomery St '3 CONTRACTOR'S NAME #820 Modern Building TELEPHONE -4 CONTRACTORS MAILING ADDRESS P.O. Box 772 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 88,000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $585,50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 38055 PILD 5DD Ls one Tree Rd., Droville Energy Plan Checking Fee $ $ PERMIT FEE $ 986.05 LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 11 Other Commercial Prnressing SPECIFY Each Trap 2 1 7.00 14.00 Solar or heat pump water heater 23.00 Water piping 15.00 1 5 -nn Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Metal Building 80 X 50=4,000 sq. ft. with restroom Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 a00VOR LESS Main Service 2IOA OR LESS 23.00 93-00 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 itfull full force and effect.( License Class Lic. No. OWNER -BUILDER DECLARATION I 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 Main Service TO 46.00 200ALICENSED NEW CONST. OWEWEE NG OCCUCUP. SO OR ADONS. ( & ACC. BMS. 3.5¢FT. N N-RESID. MULTI.OU CIA 97,50 52 5 POWER APPARATUS 6 SINGLE OUTLET CIR. OUTLET OR FIXTURES 20 Q 1.00 EX. OCCU BAL @ .50 Ex. Occup. GFa,�LEETS R61D.) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE = 95.50 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. I ❑' 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' com ensation insurance carrier and policy number are: Carrier � - �� MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 130.55 PERMIT FEE S 1,130.55 Policy Number , '` ,, l tom- (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' 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. Date Z�'—{�7 ignatu HiNrlic nt --0 Owner Contractor ❑ Agent An A permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE Say TO L FEE $ A F I FLOOD I CDF 5 This permit is hereby issued under the applicable provisions of the Butte Coun Code and/or Resolutions to do work indi e for hi& fees have been paid. By rb D v PERMIT EXPIRES ON Dafe Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance a°--0(363 E.H. U NLY 4, Plot Plan Attaehad Floor Plan Att had Sant to 8.0.E Owner Location AP# Plan Approved for: Sewage Disposal's Water Supply: Public Private Well Clearance for dwelling. Other S X $� Q QG R /LtAL-7—L4 d 6 L-- c4 1 AJ r ;L/ IN 23A 1—2412"ry-\ Hold final for: Final clearance O.K. for: NOTE: Environmen 8/96 Ith Specialist Date `�nY'�'•�!-`.+lT'.,'-x' ��.... yr ..ti's. �t.....rr�...r'► . � •r .,'1.�'v"w .�N'\.�..J' `-.^:.f � .. . � )..�. ,,,.-..- .'�i --'ti' t '"C?OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL ER:�o Q� Q90- Proposed Building Use: ' Building Inspector: Date: At time of permit application, I was advised 66 following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes!------------------ nergy Design Compliance and supporting documentation. ---------------------------------------------------- tatement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- azardous Material Form. ------------------------------------------------------------------------------------------ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ; eesof $ - - ------------------------------------------------------------------------ Impact fees as shown on the attached schedule. ----------------------------------------------------------------- 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- ❑ V. Flood elevation certificate. ---------------------------------------------------------------------------------------- anitation and plot plan approva� Health Department. 4------------------------------------------- 5 City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16 of plan and business license approval fr in the City of Biggs. ---------------------------------------------- Planning approval for (A) Use: (B) Parking: 0(C 1 Contact Land Development about O Improvements, 13/Draina e, ❑ Legal P962.M--!! r_j � ----- Q Encroachment Permit for driveway (construction approval prior to occupancy}# 1-a ------------- - 0 -/2 -OU ❑20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. ------=❑22. Workers' Compensation carrier and policy number. ---------- - 023. Owner -Budder Verification (Given to owner ❑, Mailed to owner ❑).---=---------;.---=------=-- ==:,--.=== ❑24. Letter of signature authorization. ------------------------------- =.---=--------------_---------______________------ •r 025. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- Wiretter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. -------------------------- -- =- � ❑28. Existing violations and/or expired permits. ----------------=----------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- E130. Other: " When you issue the, errnit, process as follows ❑ Mail to owner, ❑Mail to contractor. *Telehone <Rq ` 14633 P and hold for pickup at office. 11 Deliver with inspector. Appil~can`At:,� Pol uti Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, `� Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departn3e_,�❑ Other: Date: 1. Index permit application for the above items number Plan Check List 2. Additional items required: ntr o igner wrier, was advised of the above required data by ❑ phone, 'mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by El phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold ingPlan Cabinet, 11A.P. folder. Note transfer by: Date: May 10, 2000 0 0 Department of `Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Modern Building Division P.O. Box 772 Chico, CA. 95927 Mike Denny / CA. Olive Ranch Inc. Assessor Parcel Number: 027-220-030 Building Permit Number: 00-0903 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Classification of the building is the critical first step in the effective use of the Uniform Building Code. To an even greater degree, the proper determination of occupancy and type of construction is the basis for all other code determinations. Provide a complete code analysis for the entire building. This analysis must include the exit access, the exit, and the exit discharge. Please be sure to include on the resubmittal the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 21" Occupant loads shall be determined in accordance with the requirements of Uniform Building Code Chapter 10. In determining the occupant.load, all portions of a building shall be presumed to be occupied at the same time (Uniform Building Code section 1003.2.2.2.1). Separate restroom facilities shall be provided for each sex when the number of employees exceeds four (Uniform Building Code section 2902.3). An automatic fire -extinguishing system is required (Uniform Building Code section 904.2.6.2). .Y. Describe, in detail, the proposed usage of the H-4 occupancy. Jr. Provide clarification of compliance with Uniform Building Code 307.10 for explosion control and venting. Building ventilation must comply with the requirements of Uniform Building Code section 1202.2.4. 1 of 2 • All electrical must comply with National Electrical Code Article 511. Identification of the means of egress must comply with Uniform Building Code section 1003.2.8. X10. Identify the name of the Butte County approved special inspector. WA -1 � 5,r1 6 11. High expansive soil is indicated at this location and the building must be designed for this condition. 1�2'Plan review will continue upon receipt of the above items: Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. 0'Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addresses in separate correspondence. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. /Complete and return the enclosed Statement of Intent for Non -Heated and A/C Buildings. V" Complete and return the enclosed Hazardous Materials Form. 3. Building Permit fees will be determined when the items above are received and reviewed. Complete and return the Butte County School Impact fee certification form. QSanitation and plot plan approval is required from the Butte County Environmental Health Department. .� Contact the Butte County Planning Division to obtain approval for Use and Parking. �7 Contact the Butte County Land Development about Improvements, Drainage, and Legal Parcel requirements. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Glenn Gibbons Plans Examiner C. C. Robertson and Dominick 2 of 2 PLAN REVIEW RESPONSE FORM Ln order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER ANn RFTURN WTl'M RFvrcFn eNn noTfrTNAI e1 wuc OWNERS NAME __ _ .. DATE: Mwe �� V313��m ASSESSORS PARCEL NUMBER _ PERMIT NUMBER � RESPONSE FOR PLAN CHECK LETTER DATED: (5 vvb b PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALLS: COMMENTS: �CC a^, 11t V1 �1J�1� l�C A li&r PLAN CHECK ITEM # 2, RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 1 11t V1 �1J�1� l�C A li&r PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLcANS/CALCS: - 11t V1 �1J�1� l�C A li&r v d COMMENTS: < � C PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: I.CVK {►2L1 eK.i S1 tt�� LVL ` u`i 3 ` PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: a (TS m ter• t t S Ill S 1 PLAN CHECK ITEM # Ll ' RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS—El: I.CVK {►2L1 eK.i S1 tt�� LVL ` u`i 3 ` �s - i�xp- PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: , PLAN CHECK ITEM # RESPONSE BY: I c L AT[ WDA Pil � /G i 1LC{T�� COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: • t P.O. Box 1216 410 Pine Street Red Bluff, CA 96080 (530) 529-3560 FAX 529-0953 1074 East Ave. Suite F Chico, CA 95973 (530) 894-3500 FAX 894-8955 Joe Dominick Land Surveyor Eric Robertson Civil Engineer ROBERTSON AND DOMINICK Civil Engineers & Surveyors June 5, 200 Butte County Building Dept. 7 County Center Dr. Oroville, CA 95965 Pat Kincade Modern Building Co. 3083 Southgate Ln. Chico, CA 95928 Re: Mike Denny, California Olive Ranch Building, Oroville, CA Ladies and Gentlemen: What follows is our recommendation for preparing the building.foundation subgrade and future paved area at the site of the proposed California Olive Ranch Building for Mike Denny in Oroville, California. This site is located on Lone Tree Road south of Cox Lane. We recommend that if expansive clayey, soil is present at finished subgrade in any structural areas (building footings) or pavement areas, the clay should be overexcavated 1 foot minimum in pavement areas and 2 feet minimum in structural areas and replaced with compacted granular fill. The building slab area can be prepared by overexcavating 1 foot and replacing the clay with compacted granular fill. Before any fill is placed, the areas to receive fill should be scarified to at least 8 inches, moisture conditioned, and recompacted to 90% relative compaction based on ASTM D1557 test specifications. Fill should be placed in thin horizontal lifts not to exceed six inches in compacted thickness. Compaction should be a minimum of 90% relative compaction (ASTM D1557) at or above the optimum moisture content. If you have'any questions or need to discuss this further please don't hesitate to call me at (530) 894-3500. Sincere eobe Eric L. Rson, P.E. Civil Engineer/Partner �OQPOFESSION'4! NO. MO Z 7D * Exp. 6.30-00 d} FA1` �P 0 School District -.,,,+�r �i•.��,�-T:.-"lj7,;,�"f^rr�r-,rrT,..:k''r =•7ra..�!' .-,r- .. ". . tl t �•ru��f � . BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) A.P. Number 6 ? 7 - ??,-i -d ';0 Jurisdiction: = City Property Owner C A t i .vn ,2 Kl 4 00114 le alC U Property Location/Address L o m s t t Subdivision Residential Development Commercial/Industrial Building Department No. Lot No. ................................................................................... :...::........................ Addition/ 'Supplemental to Conversion Permit # - I ' ' -(No foundatign ins tion): County Sq. Footage (Group R) Sq. Footage oo n (Including Exterior Roofed Areas) Building Department Representative Date Y (rloor clans reviewed by School District Personnel) District Identification No. div a ;,(' ® J p� ,,y, ��r• School District certfies that Q ,,p ��.,�� 1•!r (Applicant) (Street Address) • (Phone Number) (City) (State) Code) a has complied with the requirements of Resolution No. 9'9_rjn —O by payment of $ 16'o d _ representing 0 Q 0,. `,square feet. AB 2926 s s �• ) ` �. ; :: ; • 4, f �+ ( 1 r r �' i FULL MITIGATION School District Representative Date Paid by Check # 7,5-0 9 Remarks: v w r. Notice: ,You mey,protest the imposition of the fees identified above by submitting a. written protest to the-bistrict, in compliance with „ Government Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm No of Living Mobile Home Units Installation j • � e. V 1 1 �'' u�: � It ,. E 0 New Addition Building Department No. Lot No. ................................................................................... :...::........................ Addition/ 'Supplemental to Conversion Permit # - I ' ' -(No foundatign ins tion): County Sq. Footage (Group R) Sq. Footage oo n (Including Exterior Roofed Areas) Building Department Representative Date Y (rloor clans reviewed by School District Personnel) District Identification No. div a ;,(' ® J p� ,,y, ��r• School District certfies that Q ,,p ��.,�� 1•!r (Applicant) (Street Address) • (Phone Number) (City) (State) Code) a has complied with the requirements of Resolution No. 9'9_rjn —O by payment of $ 16'o d _ representing 0 Q 0,. `,square feet. AB 2926 s s �• ) ` �. ; :: ; • 4, f �+ ( 1 r r �' i FULL MITIGATION School District Representative Date Paid by Check # 7,5-0 9 Remarks: v w r. Notice: ,You mey,protest the imposition of the fees identified above by submitting a. written protest to the-bistrict, in compliance with „ Government Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm MAY 1 1 2000 MODERN BUILDING CO CHICO, CALIFORNIA FROM CALIFORNIA LAND COMPANY LLC PHONE NO. 530 751 5955 May. 31 2000 08:40AM P2 1 . CALIFORNIA OLIVE RANCH, INC. May 31, 2000 BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH Attn: Mrs. Charlotte Waters 7 County Center Drive Oroville, California 95965 RE: PURPOSE OF BUILDING, LOCATED AT CALIFORNIA OLIVE RANCH. Dear Mrs. Waters By way of introduction, my name is Michael Denny, I am the General Manager for California Olive Ranch, Inc., located along the east line of Lone Tree Road. This property is used for the purpose of olive production. To that end, an agricultural shop is needed for agicultural purposes, such as, agricultural storage and light maintenance for firm equipment, implements, tools, and other misce:llancous items associated with a farm operation. As you are probably aware, farm operations are very seasonal, over the next five; year, the maximum number of employees in the building may rea.c;h 3-5 people at any given time, bur not on a continua] basis. This building is not intended to serve as a Place of employment, the actual employment involves work on the ranch not in the building. If you have any questions, plcaoe feel free to gine me a call. Since y Michael C. Denny CALIFORNIA OLIVE RANCH, INC. 1528 COLUSA AVENUE, SUITE B - YUBA CITY, CALIFORNIA - 95093 PHONE: 530.751-5900 - FAX: 530-751-5955 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER 00-0,10-3 . APN 027 - 2Ey -0--30 Firm Name ill �D�I'� ®1(%)E-�Ak& Address Nature of Business Contact Person Phone # Un --tom 1. Does your business or that of your tennants handle, store, or transport hazardous materials? P/"NO C3 YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at Ost dard temperature 4 pressure), or formulation containing hazardous material? NO 11 YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-#Rk-1 ) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or sch I site? a0 NO 0 YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? NO 11 YES IF YES, contact the Butte County Air Pol ion Co _ Yr9T6=89'i=26k2) for permit requirements. Owner or Authorized Company Representative BCEHD BCAPCD ;�/ —00 The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit 4t _ from the Butte County Air Pollution Control District. T -Re ulations Do t Apply To This Facility. BCEHD Signature C Date BCAPCD Signature./ Date WHITE - Building Dept 0 YELLOW - Env. Health 0 , PINK - APCD 0 GOLDENROD - Fire Dept. jec Co NIop�RN �V�NIP► CNeC®, C A` FO i Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Non -Residential Buildings Energy Conservation Standards Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings Please print clear and legible! Owner's Name: ,l"1( Date: �j �� I®b Assessor Parcel Number: D-1 ,)� 3� Occupancy of Building: S 3 Building Permit Number: I hereby certify that I do not intend to heat or cool this building in such a manner as to be subject to other than the mandatory sections of the State Energy Requirements. 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 that time. I understand that if I change the use or occupancy of this building in the future, that I will be subject to the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary to redesign and/or alter any of the following: I. The building envelope. 2. The insulation requirements of the heating, ventilation, and air conditioning systems. 3. The heating, ventilating, and air conditioning equipment. 4. The water heating system. 5. The lighting of the building to comply with the regulations. I understand that any of the above changes will require me to obtain the necessary permits, inspections, and approvals from the Butte CountyBuild' ivision. Signature of the Building Owner: Mailing Address: tcE� Telephone Number: G CO VA®°�11N cp►L►F®��BP► Ct►Co, • 0 ' ° NON-RESIDENTIAL 0 PLAN REVIEW GUIDE o Owner: �A _ 0 Q Ji- `th(1Cf- Building Permit Number: 90- 3 Plans Examiner: A. P. Number: CLZ 7 - ZZ 6 -034 GENERAL: Plans designed and wet stamped by a California licensed architect or registered engineer. Complete Code Analysis provided. Proper description of work on the application. Zoning requirements F lann nrnvan d Deve o ent a rov Fire Marshal approval. 7 nvironmen a ent ap rova (a) Kitchen (b) Pool (c) H occupancy. ous aka s an missions Questionnaire uilding ermit valuat X. Existing violations on the property. .K. -Recorded notice of violation. PLOT PLAN: -I'' Complete parcel size and dimensions. 2, Setbacks, side yard, easements, etc. 3" Other buildings or structures. Grading, fills and/or drainage. Flood hazard and construction requirements. State Responsibility Area review of plot plan. Special conditions on Parcel Map (Noise, Fire Sprinklers, Water Tender, Traffic and Drainage fees). e•FAU & FAS road setback. Building or utilities across lot lines (record form). OCCUPANCY REQUIREMENTS: Compliance with specific occupancy requirement. Mixed Occupancies Ratio (Uniform Building Code section 504.3). Occupancy Separations (Uniform Building Code section 302). Area Separations (Uniform Building Code section 504.6). .S' Fire walls due to location on property (Uniform Building Code section 503 and Table 5-A). Maximum height requirements (Uniform Building Code section506 and Table 5-B). e Fire Sprinkler System (Uniform Building Code section 904). -r Fire alarm system (UBC section 305.9 = E, 307.9 = H-6,308.9 =I and 310.10 = R-1). Smoke Control (Uniform Building Code section 905). 46 Attic: Access, Draft Stop and Ventilation (Uniform Building Code section 1505). 0.Minimum Plumbing Facilities (Uniform Plumbing Code Table 4-1). LYAccessibility for the Physically Disabled (Title 24). commercial Kitchen Grease Hoods (Uniform Mechanical Code section's 507 & 508). National Electrical Code requirements (Medical - Article 517, Assembly -518, es - 511, etc. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). Pagel of 2 TYPE OF CONSTRUCTION REQUIREMENTS: Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 2� Roof drainage (Uniform Building Code sectionl506). 0'. Parapets (Uniform Building Code section 709.4). Floors and walls in water closet compartments and showers (Uniform Building Code section 807). Guardrails (Uniform Building Code section 509). ,1 Attic access and ventilation (Uniform Building Code section 1505). 7/ Skylights (Uniform Building Code section 2409 & 2603.7). Stages and platforms (Uniform Building Code section 405). 91 Interior Finishes -Flame Spread Classification and Maximum Flame Spread (UBC chapter 8). 16. Foam plastic insulation (Uniform Building Code section 2602). V. Glazing in Hazardous locations (Uniform Building Code section 2406). REgS OF EGRESS: eral egress requirements: The Exit Access (Uniform Building Code section 1004). The Exit (Uniform Building Code section 1005). The Exit Discharge (Uniform Building Code 1006). - umber of exits (Uniform Building Code Table 10-A). Z" Egress width requirements (Uniform Building Code Table 10-B). 4" Stairway details — landings, rise and run, head clearance, handrails (UBC section 1003.3.3). -� Hallways and Corridors (Uniform Building Code section 1004.3.3 & section 1004.3.4). Maximum travel distance to exits (Uniform Building Code section 1004.2.5.2.1 & 1004.2.5.2.2). Egress requirements based upon occupancy category (Uniform Building Code section 1007). Exit signs and illumination (Uniform Building Code 1003.2.8 & 1003.2.9). .9JI.- Floor level exit signs in Group R-1 occupancy (Uniform Building Code 1007.6.2). K. Aisles and seat spacing (Uniform Building Code section 1440.3.2). Doors (Uniform Building Code section 1003.3.1). MISCELLANEOUS REQUIREMENTS: J." Brick or stone veneer (Uniform Building. Code section 1403). X"- Energy design compliance and supporting documentation. Special Inspection requirements (Uniform Building Code section 1701): CO. High Strength Bolting. 3.2. Field Welding. 3.3. Masonry (full stress). 3.4. Concrete (f c > 2500 psi). Special Certificates — Mill Certificates. 5 Expansive soil — special foundation design required. BUILDING PERMIT REQUIREMENTS: 4:" SRA. 2 --'-'Flood elevation certificate. ;wr Fire Sprinklers required. 4 Special Inspection requirements. Use Permit conditions. 4 c� Identify Occupancy and Construction Type on the Application and Permit. Id Page 2 of 2 0 • 1 1 LAND DEVELOPMENT OROVILL�/ CHICO BUILDING / RONMENTAL HEALTH - PERMITCLEARANCE Building Permit No. NAME OWNERS LA/� •ZA J Q tj rjtZ NUMBER PRINT LAST NAME /RST ADDRESS / LOCATION: L N dfia X 'R() S s COUNTY ZONINGqqo o,o DESIGNATION:A FLOOD MAP:FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL 7 - DEED INFORMATION: PARCEL CREATION BY DEEDS OR MAP DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: ;Lfoif. a ��/ie T��c, is a�c%��<,•- �z /eco��c� MAP INFORMATION: DATE OF RECORDING: LOT BOOK PAGE COMPLIANCE WITH OLD SU Q6IVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES rV- NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requiremerrts. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL MS T066 PAID TO THE BU/LDMG DI MON LMMS 071419MM.Nom, _Z11. Maintain a 50 R building setback from centerline of road. —2. Maintain a R building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 R leachfleld setback from all e)dsting wells. —5. Maintain a ft leachtield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butts County Fire Department. _ 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Conned to a public water supply. —9. Conned to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the NedWW Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and moble homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department spedflcattans, serves ft parcel. 5 Garc® 0 Building Systems BUTTE COUN r"T BUILDING DEPARTMF= 4DIDQnvr:r • • • � � s • 1 • • k._A CO BUILDING SYSTEMS DESIGN CERTIFICATION Garco Building Systems is an "AISC" certified manufacturer. This is to certify that the metal building system to be furnished shall be designed in accordance with the order documents and will meet or exceed the load requirements as specified below. This includes all primary and secondary framing members, roof and siding panels, and all accessories furnished. Design shall be in accordance with the "AISC" ninth edition "Manual of Steel Construction" and "AISI" (1996) "Cold -Formed Steel Design Manual". The Owner and/or Contractor are responsible for retaining a Professional Engineer if building components are altered, except as required to fit manufacturer's drawings. A e ENGINEERING CALCULATIONS BUILDING JOB NUMBER: 20209 DATE: CODE. / 3/29/00 97 ErBC JOB NAME: MIRE DENNY DESIGNED BY: AJN OCCUPANCY JOB LOCATION: OROVILLE, CA CHECKED BY: CATEGORY STANDARD BUILDER: MODERN BUILDING INC. DESIGN PARAMETERS COMMENTS FRAME TYPE: TRF ROOF SLOPE: 2:12R C 1 BAY SIZE: 25' APR 17 2000 NOMINAL WIDTH: 60' LENGTH: 50'— CHICO, CALIFORNIA EAVE HEIGHT: 16' LOW SIDE / DESIGN LOADS ENGINEER'S SEAL FRAME SELF WT.: INCLUDED ROOF DEAD LOAD: 2.5 PSF COLLATERAL -LOAD: 3 PSF LIVE LOAD: 20 PSF REDUC. EXP FAC IMP FAC ROOF SNOW LOAD: 0 PSF 0.7 1.00 SEISMIC ZONE: 3 1.00 WIND SPEED: so MPH C 1.00 EN3 ENCLOSURE TYPE: * Un/Enclosed 0 Partially Enclosed � CRANE OF Ci�- CAPACITY: NA CLASS NA MAX. WHEEL LOAD: NA EXP. DATE 3.31.04 MIN. WHEEL BASE:. NA SPECIAL LOADS: OPEN WING UNIT 201 WIDE This seal is intended for certification of the structural design of the Metal Building System and Components as - - — provided by GARCO BUILDING SYSTEMS. Design and. ---- - ----- overview of all other portions of this project are NOT _ within the scope of GARCO BUILDING SYSTEMS or this seal. A e GARCO BUILDING SYSTEMS MIDCO MFG., INC. Condensed Specifications Release 1.1 Date 09-01-99 These specifications are subject to change without notice after the date of release. 1. DESIGN 1.1 General References 1.1.1 AISC " Specifications for Structural Steel", AISI " Specifications for Light -Gauge Cold - Formed Steel", Metal Building Manufacturers Association, Uniform Building Code. 1.1.2 Design Loads Roof Live Loads: as required Wind Loads: as required 1.1.3 Design Load Combinations DL+LL, DL+WL and DL+1/2LL+WL 2. PRIMARY STRUCTURAL FRAMING 2.1 General 2.1.1 All primary structural framing members shall be automatic submerged arc welded built-up WF sections with minimum flange thickness of 3/16" and minimum web thickness of 1/8". Steel shall be ASTM A572, A529 or A570, with a minimum yield stress of 50,000 psi. 2.1.2 Tapered Beam and Column Frames, Rigid Frames and Tapered Rigid Frames to be clear span with bay spacing as specified. 2.1.3 Modular Beam and Column Frames to have intermediate supporting columns with modules and spacing as specified. 2.1.4 Bearing End Frames shall consist of built-up WF sections for corner columns, intermediate columns and roof beams. 2.2 Bolting 2.2.1 All primary connections to be bolted with minimum 5/8" diameter, heat treated ASTM A325 N bolts. 3. SECONDARY STRUCTURAL FRAMING 3.1 General 3.1.1 All light gauge cold -formed sections shall be manufactured by precision roll or brake forming from ASTM A924 Grade D (55,000 psi), galvanized steel or prime coated steel. Minimum thickness shall be 17 gauge. 3.1.2 Eave struts shall be 6", 8",10" or 12" formed zee shape. Purlins shall be 6", 8", 10" or 12" formed zee sections and shall be either simple span or lapped at connections to provide a continuous span. Girts shall be 6", 8",10" or 12" zee sections and shall be lapped at connections as standard. 4. ROOF AND WALL COVERING (RW &.AW) 4.1 General (RW & AW) 4.1.1 Material for steel panels and flashings shall be a minimum 26 gauge Grade D galvanized or pre -painted galvanized conforming to ASTM Specification A924 and G90 coating class, as per ASTM A525, or Galvalume/Zincalume conforming to ASTM A792 and AZ50 coating class, pre -painted or bare. 4.1.2 Type RW panels shall have 1-1/8 deep major box ribs spaced 12 on center with intermediate stiffening ribs. Type AW panels shall be similar to RW configuration except shall be modified for inside -out or reverse installation. 4.1.3 Sealant for sidelaps and endlaps shall be 3/16 diameter butyl mastic tape. 4.1.4 Closures shall be preformed closed cell laminated -polyethylene foam matching the panel profile. 4.1.5 Fasteners for panel to secondary framing shall be zinc plated #12-14 x 1-1/4 self -drilling, self -tapping screws with 5/16 hex heads and neoprene washers. Fasteners for panel sidelaps shall be zinc plated #14-14 x 7/8 self -drilling lap sheet metal screws with 5/16 hex heads and neoprene washers. 4.1.6 Flashings and trim shall be furnished at rake, eave, corners and openings to provide finished appearance and weathertightness. Minimum thickness to be 26 gauge. 4.1.7 Ridge panels shall be formed to same configuration as roof panels except for slopes greater than 2:12. These utilize a ridge cap flashing. 4.2 General (GSS) (GWS) Standing Seam 4.2.1 Material for plain or pre -painted Galva]ume/Zincalume steel panels and flashings shall be minimum 24 gauge Grade D conforming to ASTM A792 and AZ50 coating class. 4.2.2 Panels shall be 24" wide, with one 3" deep major rib formed between panels when interlocked. Seam is formed at top of rib. The 24 wide panels shall have intermediate stiffening ribs. 4.2.3 Factory applied non -hardening sealant is located at each sidelap. Eave, ridge and endlap conditions shall be constructed using extra wide 1/8 x 1-1/2 butyl sealant tape. 4.2.4 All exposed fasteners shall have long -life 20 -year heads. 4.3 Skylites 4.3.1 Skylites and wallites in "RW" configuration only shall be white woven mesh reinforced fiberglass of same configuration as roof or siding panels and shall meet commercial standard CS 214-62 for Type 1 general purpose resins. 4.4 Color Finish 4.4.1 Color coating of exposed roofing and siding shall be thermoset polyester melamine, applied at .8 mils nominal dry film thickness over .2 mils nominal dry film thickness of epoxy primer. • • • • • • • • .• Garco@ ROOF & WALL Building Systems RW PANEL & AW PANEL SPECIFICATIONS RW PANEL: The 26 and 24 gage panel brings optimum strength and efficiency to roofs, and has the following features: • Full bearing under rib at side lap provides consistent weather -tight joint. • Roll formed to rigid specification on a 14 pass electronically controlled roll former. • 26 and 24 gage high strength galvanized and Aluminum -Zinc alloy coated steel available in several colors. • Deep trapezoidal ribs on 12° centers for maximum strength. • Two minor trapezoidal strength producing intermediate stiffeners between major ribs • Economical, clean configuration completely compatible with other types of building materials. • 36 inch net covering width in custom lengths. Effective Panel Pro erties Material Top In Comp. I Bottom in Comp. GAGE THK (IN) WT (PSF) Fb NEFF (KSI) (IN/FT.)` SxEFF NEFF (IN3/FT) (IN/FT.) SxEFF (IN3/FT) 0 26 0.0180 0.8540 30.0 0.0334 0.0375 0.0324 0.0889 24 NOTF• 0.0232 Inrrpasp 1.1200 hpndinn 30.0 0.0460 Innd unhr 174 0.0520 0.0440 fir -i -A 0.0540 1 1 1250 gg 00750 N{�rn 0.23380 2338) PAINTED SIDE UP TVP 03,25 Vql V J - ♦!01101 CUU, d I.U01.10111 dNNedldntx tv the exterior wars its aeslgnea Tor. Its rlonea-panel finish provides beauty as well as protection. A fluted 1" shoulder separated the shadow face from the deep rib to accentuate both the face and the rib, and has the following features: • Distinctive shadow effecting profile for decorative and architectural uses. • Roll formed to rigid specifications on a 14 pass electronically controlled roll former. • 26 gage high strength Galvanized and Aluminized -Zinc alloy coated steel available in several colors. • Economical, clean configuration completely compatible with other types of building materials. • 36 inch net covering width in custom lengths. • Fasteners are recessed deep with -in major ribs promoting clean appearance. Effective Panel Pro erties o 11250 0 1875 m r 04375 PAINTED SIDE OUT Material Top In Comp. Bottom In Comp.\ o o I 4 THK WT Fb IxEFF SxEFF IxEFF SxEFF @� u I s GAGE 031 (IN) (PSF) (KSI) IN/FT. 3 3 10000 0000 01250 ( ) (IN IFT) (IN/FT.) (IN IFT) 111 02338 102338 RADIUS I.-}- + TYP i 26 0.0180 0.8540 30.0 0.0334 0.0375 0.0324 0.0889 5625 3 2037 32037 1 5625 1 --'20000 - - -, - 120000 . NOTE: Increase bending load values 1/3 for wind -^i 360000 - Condition Description of Load Panel 24---r 30 36 42 Spacing (inches) 72 1 78 84 90 Simple Span Gage 24 30 36 42 48 54 60 66 72 78 84 90 182.7 1 182.7 Bending 26 182.7 116.5 80.6 59.0 44.9 35.3 28.4 23.3 19.4 16.4 14.0 12.1 24 247.7 158.1 109.4 80.0 60.9 47.9 38.5 31.6 26.4 23.3 19.0 16.4 Deflection 26 182.7 116.5 80.6 59.0 44.9 31.7 22.8 16.9 12.8 9.8 7.7 6.1 24 247.7 158.1 109.4 80.0 59.0 41.1 29.6 21.9 16.6 12.8 10.0 7.9 M Bending 26 183.7 117.2 81.1 59.3 45.2 35.5 28.5 23.4 19.5 16.5 14.1 12.1 24 208.3 132.8 91.8 67.1 51.1 40.1 32.2 26.4 22.0 18.5 15.8 13.6 Deflection 26 183.7 117.2 81.1 59.3 45.2 35.5 28.5 23.4 19.5 16.5 14.1 12.1 24 208.3 132.8 91.8 67.1 51.1 40.1 32.2 26.4 22.0 18.5 15.8 13.6 Deflection 26 229.8 146.7 101.6 74.4 56.7 44.6 35.9 29.5 24.6 19.4 15.4 Bending 26 229.8 146.7 101.6 74.4 56.7 44.6 35.9 29.5 24.6 20.9 17.8 15.4 24 260.7 166.4 115.1 84.3 64.2 50.5 40.6 33.3 27.8 23.5 20.1 17.3 Deflection. 26 229.8 146.7 101.6 74.4 56.7 44.6 35.9 29.5 24.6 19.4 15.4 12.3 24 260.7 166.4 115.1 84.3 64.2 50.5 40.6 33.3 27.8 23.5 20.0 16.0 Vql V J - ♦!01101 CUU, d I.U01.10111 dNNedldntx tv the exterior wars its aeslgnea Tor. Its rlonea-panel finish provides beauty as well as protection. A fluted 1" shoulder separated the shadow face from the deep rib to accentuate both the face and the rib, and has the following features: • Distinctive shadow effecting profile for decorative and architectural uses. • Roll formed to rigid specifications on a 14 pass electronically controlled roll former. • 26 gage high strength Galvanized and Aluminized -Zinc alloy coated steel available in several colors. • Economical, clean configuration completely compatible with other types of building materials. • 36 inch net covering width in custom lengths. • Fasteners are recessed deep with -in major ribs promoting clean appearance. Effective Panel Pro erties o 11250 0 1875 m r 04375 PAINTED SIDE OUT Material Top In Comp. Bottom In Comp.\ o o I 4 THK WT Fb IxEFF SxEFF IxEFF SxEFF @� u I s GAGE 031 (IN) (PSF) (KSI) IN/FT. 3 3 10000 0000 01250 ( ) (IN IFT) (IN/FT.) (IN IFT) 111 02338 102338 RADIUS I.-}- + TYP i 26 0.0180 0.8540 30.0 0.0334 0.0375 0.0324 0.0889 5625 3 2037 32037 1 5625 1 --'20000 - - -, - 120000 . NOTE: Increase bending load values 1/3 for wind -^i 360000 - Condition Description of Load Panel Gage 24---r 30 36 42 Spacing (Inches) 48 54 60 66 72 1 78 84 90 Simple Span Bending Deflection 26 26 182.7 1 182.7 116.5 116.5 80.6 80.6 59.0 59.0 44.9 44.9 35.3 31.7 28.4 22.8 23.3 16.9 19.4 12.8 16.4 9.8 14.0 7.7 12.1 6.1 Two Span Bending 26 183.7 117.2 81.1 59.3 45.2 35.5' 28.5 23.4 19.5 16:5 14.1 12.1 Deflection 26 183.7 117.2 81.1 59.3 45.2 35.5 28.5 23.4 19.5 16.5 14.1 12.1 Multi Span Bending 26 229.8 146.7 101.6 74.4 56.7 44.6 35.9 29.5 24.6 20.9 17.8 15.4 Deflection 26 229.8 146.7 101.6 74.4 56.7 44.6 35.9 29.5 24.6 19.4 15.4 12.3 MAILING ADDRESS: BOX 19248 SPOKANE WA 992199PLANT ADDRESS GARFIELD & MCFARLANE ROADS•PH# (509) 244 5611 FAX#(509)244.2850 FASTENER PERFORMANCE DATA: PULLOVER B_ C FASTENER PERFORMANCE DATA: PULLOUT ATLAS TEK FASTENERS ATLAS TEK FASTENERS ULTIMATE PULLOUT VALUES (Ibs.) GAUGE ULTIMATE VALUES DESIGN VALUES-(F.S=3 DIAMETER THREADS PERINCH MINIMUM MINIMUM MINIMUM A -HEAD -MAJOR C -MINOR STRESS 1/4" 12 14 DIAMETER READS TENSILE TORSIONAL SHEAR ACROSS DIAMETER JB DIAMETER AREA PULL OVER STRENGTH PULL OVER STRENGTH 480 650 PER INCH STRENGTH STRENGTH STRENGTH FLATS (in.) (in.) (ink (Ibs.) (Ibs.) 875 1025 1250 1750 (Ibs.) (in.-Ibs.) (Ibs.) (in.) 20 810 1 910 1000 1150 1380 ..._ <• _e. .p s, •N•.a ;. . + =: ! •.., w,:,, " ". r �` YJS', .�., ti' vim:, i . °f r G^J"'` 3` . ;�s:w 26 ga. 24 ga. 26 ga. 24 ga. 12 14 3000 92 2025 0.309 0.212 0.161 0.01593 650 950 217 317 1/4 14 3850 150 2575 0.371 0.243 0.189 0.02362 650 950 217 317 1/4 20 4900 156 3000 0.371 1 0.247 0.216 0.03088 650 950 217 317 FASTENER PERFORMANCE DATA: PULLOUT ATLAS TEK FASTENERS ULTIMATE PULLOUT VALUES (Ibs.) GAUGE DIAMETER THREADS PERINCH 26 24 22 20 18 16 14 12 1/8" 3/16" 1/4" 12 14 400 510 780 1025 2050 2700 1/4" 14 ` 360 480 650 880 1/4" 14 700 875 1025 1250 1750 2300 3975 4500 1/4" 20 810 1 910 1000 1150 1380 1525 2150 3200 .;t `�i >.c. . � -i� . ..z t✓.a +•tf'�, ��-> t.r ,`::,: c>�`.. � 'i `-z•.' :tom++rsY �t �.. �""ny-a-� � %;` Fc".� � s+..t. +R�h'�`x SC,+-i'.,.'F. ,.�Y,++�1 .-�,T3=�'..y+-2�-. •iY _ .-'I.+.� .v"�,.•t DIAMETER THREADS PERINCH DESIGN PULLOUT VALUES (lbs.) F.S. = 3 12 14 133.3 170.0 260.0 341.7 683.3 900.0 1/4" 14 • 120.0 160.0 216.7 293.3 1/4" 14 233.3 291.7 341.7 416.7 583.3 766.7 1325.0 1500.0 1/4" 20 270.0 303.3 333.3 383.3 460.0 508.3 716.7 1066.7 - THE VALUES LISTED ARE ULTIMATE AVERAGES ACHIEVED UNDER LABORATORY CONDITIONS AND APPLY TO ATLAS FASTENERS ONLY. APPROPRIATE SAFETY FACTORS SHOULD BE APPLIED TO THESE I ILTIMATE VALUES FOR DESIGN PURPOSES. - VALUES ARE OBTAINED USING A 5/8" WASHER Framing Members (C's & Z's) �yY �yY l 1 l 1 T T H X X H X X R R IS Y Y Allowable Loads lea FouNos m u m Foon Engineering Properties FOR ALL SECTIONS Fp . 65 ICAs! s E - ?7,600 RMS! Condition Span ZEE SECTION PROPERTIES Max. Bending Load (Lb./Ft.) Sect. T (in.) W (in.) R (in.) Area (in.� Wt. (Lb./Ft) IxEFF. SxEFF. (in.`) (in.) ly fin.`) H (in.) 6Z16 0.065 2.5 0.3125 0.817 2.78 4.516 1.424 1.67 6 8Z16 0.065 2.5 0.3125 0.938 3.19 8.873 2.110 1.67 8 SZ14 0.076 2.5 0.3125 1.097 3.73 10.471 2.581 1.85 8 8212 0.109 2.5 0.3125 1.567 5.33 14.199 3.550 2.13 8 1OZ14 0.076 2.5 0.3125 1.249 4.25 17.799 3.513 1.85 10 1OZ12 0.109 2.5 0.3125 1.785 6.07 24.197 4.839 2.13 10 12Z12 0.109 3.5 0.3125 2.168 7.36 43.548 6.506 5.62 12 Condition Span Max. Bending Load (Lb./Ft.) Deflection at Max. Bending Load (as a ratio of the Span U ® Simple Span 6Z16 8Z16 8Z14 8Z12 1OZ14 1OZ12 12Z12 6Z16 8Z16 8Z14 SZ12 11OZ14 1OZ12 12Z12 16' 122.1 181.0 221.4 304.5 301.3 415.0 558.0 U142 U188 L/182 U179 L/227 L/224 L/300 20' 78.2 115.8 141.7 194.9 192.8 265.6 357.1 U114 L/151 U145 U143 L/182 L/179 L/240 24' 54.3 80.4 98.4 135.3 133.9 184.4 248.0 L/95 L/126 U121 U119 U151 L/149 L/200 25' 50.0 74.1 90.7 124.7 123.4 170:0 228.6 L/91 U121 U716 U115 U145 L/143 U192 28' 39.9 59.1 72.3 99.4 98.4 135.5 182.2 US U108 L/104 U102 L/130 U128 L/171 30' 34.7 51.5 63.0 86.6 85.7 118.1 158.7 L/76 L/100 L/97 L/95 L/121 L/119 L/160 ® } } I J Multiple Span 16' 254.8 338.7 437.6 644.2 509.7 832.0 1026.3, L/213 L/311 L/287 L/265 U425 U354 L/514 20' 158.8 219.2 286.7 396.1 346.9 539.8 682.21 L/167 L/238 L/215 U211 L/299 L/261 L/372 24' 105.8 145.7 187.3 264.1 251.7 369.9 488.5 L/137 U192 L/176 L/173 L/227 L/214 L/286 25' 96.8 132.1 169.0 241.1 234.0 336.9 452.5 U131 U185 U171 L/166 U214 L/206 U276 28' 72.7 100.1 127.7 183.1 188.2 261.9 353.5 L/119 L/168 U157 U149 L/187 L/183 L/244 30' 61.2 85.8 108.0 153.5 159.0 226.9 303.5 U115 U159 U149 U142 U175 L/169 L/227 32' 136.1 196.9 263.5 U7 67 U156 U21.2 34' 117.7 171.9 227.4 U159 U149 L/201 36' 102.8 151.9 197.4 L/151 U140 U193 38' 173.0I L/185 40' 152.8 0178 . Standard purlin lope we n follows: PURUN SIZE e'a8' 10' 6 12' NOTES: ' All values are total loads, including dead, live, and self weight. 2 Loads may be increased by a factor of: 1.007 for a 1:12 Roof Slope 1.028 for a 2:12 Roof Slope 1.111 for a 4:12 Roof Slope FIRST INTERIOR FRAME ALL OTHERS INTERIOR FRAMES 6'4' 3-4- 7-4- 4'8' The Multiple Span portion of the table assumes three or more bays and a setback of. the end frame decreasing the nominal bay length for the end bay by one foot. 'Garco has made every effort to use accurate product descriptions and specifications at the time of this printing. However, because of continuing product improvement and code changes, all specifications and descriptions are subject to change without prior notice.' Revised 10/01192 • 12:40 IRM Garco BuAing Systems ` 3/29/00 •: •- • " 7Garcoob Number: 2Uz09 omer Name: MODERN BUILDING INC.' Job Name : 'MIKE DENNY Width.,.:, 80.00 Ft Roof Type 2..` Length :4 50.00 Ft Q• Gable -Eave Height.:; 96.00 Ft Roof Slope _ _2_:12 Q Single Slope Enclosure Class •Q Un/Enclosed Number of Bays : 2 Each Q Partially Enclosed Bay 1 =' 25.00 Ft SW Bracing Type Bay 2 = 25.00 Ft Q "X" Bracing Q Portal Frame Q Compression Sum of Bays = 50.00 Ft Number of Interior Columns 2 CSP 1 CSP 2 CSP 3 Q:'1/2 Q� Full Load 30.00 Ft 30.00 Ft 20.00 Ft Q P&B•Q RF The Sum of the column spaces = 80.00 Ft RIGHT ENDFRAME INFORMATION Nurnberof Interior Columns: 2 1/ , • FuII Load ; ,. CSP,1,- CSP 2 CSP 3 30.00 Ft 30.00 Ft 20.00 Ft Q P&B Q• RF The Sum of the column spaces = 80.00 Ft ROOF DEAD LOAD: 2.5 '3 _ psf COLLATERAL LOAD: psf ROOF LIVE LOAD: 20 psf ROOPSNOW LOAD: 0 psf WIND -SPEED. mph Exposure, Ce QB QC OD 36wmic cone 01 Z = 0.075 Q 2A Z = 0.20 0 2 Z=0.20 Q• 3 Z = 0.30 04 Z = 0.40 Importance Factors Isn =1.00 Isz =1.00 Iw =1.00 - Snow Occupancy Category (Table A -16-B) Q 1. Essential Facility Q 2. Special > 300 person (in one room) Q 3. Agricultural Buildings .Q• 4. All Others - Occupancy Category (Table 16-K) Q 1. Essential Facility Q 2. Hazardous Facility 'Q 3. Special Occupancy Structure •Q 4. Standard Occupancy Structure MAMM DIGINEERING COPY PAGE OF_..,_... 0 Ew calc.xls 11:54 AM ENDWALL LOCATION: n Left n Rictht no Both JOB NUMBER 0 3/29/00 20209 7ributaryAreas. For Wind'Pressure"To,Force Calculations. < `'?. ,. •_ v°c a�' "S r.ti i ' • i.: ,. . :�� r^ r � {, ,''i1 �°• s > Width : 80.00 ft Number of int cols: Left Eave Height: 16.00 ft First Module CSP1 : 2 30 Sum of Eff. Areas = 770 sgft 2 • Effective Area = 1540 sqft Right Eave.-Height: 16.00 ft CS132 : 30 Direct Total Area = 1547 sqft Left Ridge Offset: 40.00 ft Last Module CSP3 : 20 Left Roof Slope: 2.00 :12 Right Roof Slope = 2.00 :12 Right Ridge Offset = 40.00 ft Wind Pressure, P(Cq) : 18.36 psf ressure Cq : 0.80 Sum of Column Spaces = 80 ft Suction Cq : 0.50 - RESULTS L. Eave�Col 1� Col 2 J _� _^� R. Eave Column Line to Framing Line Elevation (ft)' ` Sr 16.00 1 21.00 1 19.33 16.00 Effective TributaryArea Per Endwall;Column (sq: ft) ' 129.38 1 315.00 1 241.67 84.17 Wind. Pressure 'Forces (kips)':, 1.90 4.63 3.55 1.24 Wind Suction forces (kips) 1.19 2.89 2.22 0.77.` MASTER ENGINEERING COPY PAGE�_.OF_..�..., Left Endfrarne Location L. Eave 16.00 Ft Area 129.4 A. Fp:1.9Ok Garco Bulling Systems 41 315 4 K 0.00 Ft 0.00 Ft A re a-':, 129.4 315.0 80 mph 24 84.2 Stagnatiori Preisu"iel, cIs'=` 16.4 psf 0.0 Exposure Coefficient, Ce = 1.12 Design Wind Pressure, Importance Factor, I = 1.00 P = (Ce)(Cq)(qs)(l) = 18.36 (Cq) psf Total -Endwall Area=: 0.77k 1546.67 Longitudinal Forces Sq Ft Effective Endwall Sail Area 17 dl. I -,Pressure, Cq': 0.80 Eff66tiv'e-rr6'ss'u'e"Load (P)(A) l 11.36 kips Suction --Cq :-j 0.50 Effective. SUction 1oad.(P)(&��=j 7.10 kips . . V. M isc.Additionall6ad 0.00 kips �sAdditiona A 0.0 sq ft n= Total = 18.46 kips 0.0 sq ft Left Endfrarne Location L. Eave 16.00 Ft Area 129.4 A. Fp:1.9Ok Col 21.0 315 4 K 0.00 Ft 0 3/29/00 773.33 Sq Ft ( or, 9.23 kips per side ') Pressure Sum= 11.31 k Right'Endframe 1 -OFt Col 2 - -19.-3-3---f di 1 R. Eave -1 -6.00 Ft 0.00 Ft 0.00 Ft A re a-':, 129.4 315.0 .0 24 84.2 0.0 0.0 0.0 0.0 k 3.55k 1.24k 1.19k 2.89k 2.' 0.77k Pressure Sum= 11.31 k Right'Endframe Location':, L. Eave Col 1 Elevation:,,,' 16.00 Ft 21.00 Ft A re a-':, 129.4 315.0 1.90 k 4.63 k Fs: 1.19k 2.89k Pressure Sum = 11.31 k Suction Sum = 7.07 k Combined Sum = 18.38 k Col 2 R Eave 19.33 Ft 16.00 Ft 0.00 Ft 0.00 Ft 241.7 84.2 0.0 0.0 0.0 0.0 3.55 k 1.24 k Suction Sum = 7.07 k Combined Sum = 18.38 k Left Side Right Side Cq Values Column Rafter Rafter I column Left Wind 0.8 0.3 0.5 Right Wind: -0.9 0.8 Loads Based on a Trib. Width of 25.00 Ft Eff. Lateeal'Leftvond F&ce4"-`, 7.83 k ..Eff. Lateral. Right Wind Force=, 4.16k Loads Based on a Trib. Width of 25.00 Ft t"Eff. Lateral LefWind 7.83 k Al'1 i3O'IiEff.-Ldteral :�lWii .g�tnd Force 4.16 k I Cq � I > Left Wind Cq -jo Right Wind (Figure 1.0) MASTER ENGINEERING COPY PAG E 3_ OF 0 9 0 0 0 9 ' k) M � '.4i l " �,� 0.3 }9r aT0 A NSEIS IU,DEAD"I1QAD - 8 psf ,xS01LkTYPEI?4E6k2SE psf R S2o psf {, p rRIGIDF;RAME 4.5 2.8 Type S � Zvt1C' r. x . i psf a!PQST#AND{BEAM 5.6 2.2 3 psf A�iLLONGITUDINAL 5.6 2.2 ft. ft. 4 (Z NE 4) NEAR)S,OURC FACTOR�N 1.5 1.5 defauli l P ! �SEISMIC,GOEFFa7 0.36 calculated design RGIDND�ANC;FCTOR=µ 1.49 1.49 REDl1NDAN Y FAQ= T(�?_ = 1.37 1.37 I�' " �# OF SWIBAY$tBRAGEQ'1�1"per side � EDU DAG ACTt3 -� 1.37 1.37 6RACE � RIGID FRAME TYPE 0 SHED FRAME Q RF / SSRF / MBC PERCENT SNOW LOAD USED FOR SEISMIC CALCULATIONS = 25 % BRACED TO ONE SIDE IF SNOW IS > 30 PSF 0 YES * NO " - indicate minimum number of sw braces or portals per side, i.e. if one bay is braced on one side and two bays are braced on the other, indicate 1. For braced to one side indicate total number of braced bays. Note : 25% of snow load, if greater than 30 psf, is Garco's default position unless directed otherwise. note: design roof seismic = V*p/1.4 The total design base shear need not exceed the following: design sw, conn., bracing seismic = V*omega/1.4 2.5 * Ca * I equation 30-5 governs seismic by default (30-5) V = R W = 1.29 psf 1.26 psf = 5.02 kips total * (use roof sz for portal sw load) 2.02 psf = 8.08 kips total (for x -bracing or portal conn's) aga/p = 1.61 (for portals only) e total design base shear need not exceed the following: * * (30-5) V= '5 Ra I W = 1.60 psf 3,{UtbIUN RQQF.'5EISMIC'LOAD s 1.71 psf = xDESI GWCONNECTION SEISMIC LOAD, 3.20 psf - `,; 'NNECTION DESIGN FACTOR=omega/p = 1.87 -• - The total design base shear need not exceed the following: (30-5) V= 2.5 R a I W= 1.29 psf 4.27 kips total 8.00 kips total 5t1�5MIG LDADI :�, 1.26 psf = 2.51 kips total #, IDESIGNBRACINGSEISMIC'L'OAD 2.02 psf = 4.04 kips total a COPY SEISMIC ZONE 00 01 02A 02B Oi 3 04 pRh IMPORTA CVP GTOR;- '; 1.00 COLLATERAL LOADlt== 3 VT',r t ROOF,..DEAD'LOADi= :_2.5 'i FRAME��SELF.�WEIGHT..-'1 2.5 'yy A 1 ft2 'SNOW LOAD, -1 0 (-'-BU1 DING0iD�TH Rq 80 BUIL§DINGL s� D�THt 50 25 POST &BEAM T�, lbiW sA �' +R IG IDiFRAMErTRIB:WI©TH =,5 31.25 SIDEWALL BRACING 0 PORTALS 0 X -BRACING 9 0 0 0 9 ' k) M � '.4i l " �,� 0.3 }9r aT0 A NSEIS IU,DEAD"I1QAD - 8 psf ,xS01LkTYPEI?4E6k2SE psf R S2o psf {, p rRIGIDF;RAME 4.5 2.8 Type S � Zvt1C' r. x . i psf a!PQST#AND{BEAM 5.6 2.2 3 psf A�iLLONGITUDINAL 5.6 2.2 ft. ft. 4 (Z NE 4) NEAR)S,OURC FACTOR�N 1.5 1.5 defauli l P ! �SEISMIC,GOEFFa7 0.36 calculated design RGIDND�ANC;FCTOR=µ 1.49 1.49 REDl1NDAN Y FAQ= T(�?_ = 1.37 1.37 I�' " �# OF SWIBAY$tBRAGEQ'1�1"per side � EDU DAG ACTt3 -� 1.37 1.37 6RACE � RIGID FRAME TYPE 0 SHED FRAME Q RF / SSRF / MBC PERCENT SNOW LOAD USED FOR SEISMIC CALCULATIONS = 25 % BRACED TO ONE SIDE IF SNOW IS > 30 PSF 0 YES * NO " - indicate minimum number of sw braces or portals per side, i.e. if one bay is braced on one side and two bays are braced on the other, indicate 1. For braced to one side indicate total number of braced bays. Note : 25% of snow load, if greater than 30 psf, is Garco's default position unless directed otherwise. note: design roof seismic = V*p/1.4 The total design base shear need not exceed the following: design sw, conn., bracing seismic = V*omega/1.4 2.5 * Ca * I equation 30-5 governs seismic by default (30-5) V = R W = 1.29 psf 1.26 psf = 5.02 kips total * (use roof sz for portal sw load) 2.02 psf = 8.08 kips total (for x -bracing or portal conn's) aga/p = 1.61 (for portals only) e total design base shear need not exceed the following: * * (30-5) V= '5 Ra I W = 1.60 psf 3,{UtbIUN RQQF.'5EISMIC'LOAD s 1.71 psf = xDESI GWCONNECTION SEISMIC LOAD, 3.20 psf - `,; 'NNECTION DESIGN FACTOR=omega/p = 1.87 -• - The total design base shear need not exceed the following: (30-5) V= 2.5 R a I W= 1.29 psf 4.27 kips total 8.00 kips total 5t1�5MIG LDADI :�, 1.26 psf = 2.51 kips total #, IDESIGNBRACINGSEISMIC'L'OAD 2.02 psf = 4.04 kips total a COPY • Garco Buying Systems Material Yields Allow 1/3 increase in working stress for Wind. Purlins, Fy : 55 kSi - Q No •Q Yes Cladding, Fy : _ 80 kSl Gage & Type ' Q 26 Ga, RW Applicable Dead + (Snow or Live) Load = 21.0 Psf Q 24 Ga, RW Allowable Load (based on Multi -Span) = 44.6 Psf Q 24 Ga, GSS Panel is OK for Applied Load & 52.0 in purlin spacing. Q By Others (Figure 2.0) 0 3i29i00 0 ~'* `,`kPurlln`lUniform Spacihg :k 52.0 inches o.c. Q Simple Span 105.0 plf 'Bay Size.":."" 25.0 Feet --------- - -2.6 - ---- ---- -1.8 -93.8 plf - 0.89 Lapped Span O PP P , `_" Rake Ed e,Zone > 25.00 Ft ��x_ g Purlin Size':' 8Z16 3.19 Ib/ft 105 0 plf 0.25 O_K_ ,�...,.��i �,EayelEdge�Zone;> 25.00 Ft -2.6 Lapped Two Span -93.8 plf Max. Allowed C.S.R.: 1.0 _ OK . r ( iiBending',=>j 25.00 Ft _ _24._0psf4_.33 Ft 107.2 plf 112.8 plf _ _ 0.9_5OK Deflection Ratio => U200 FuII Span"Bending, > j Ft -1.3 1.0 -72.0 plf 105.0 plf 0.69 OK -25.00 �-tRidge)Edge Zone;; j 25 00 Ft --------- - -2.6 - ---- ---- -1.8 -93.8 plf -- 105.0 plf 0.89 ------- - OK , `_" Rake Ed e,Zone > 25.00 Ft ��x_ g -2.6 -1.8 -26.1 plf 105 0 plf 0.25 O_K_ ,�...,.��i �,EayelEdge�Zone;> 25.00 Ft -2.6 -1.8 -93.8 plf _ _ _ 105.0 pif 0.89 _ OK . r ( . Braced eave strut? . Q Yes ti Q Np Notes : A positive applied load is "inward" and a negative applied load is "outward". USE 8Z16 LAPPED SPAN EAVE PURLIN USE 8Z16 Purlins @ 52.0 in o.c. LAPPED SPAN 12 Rnka Frina 7- ' 7 F (Figure 3.0) MASTER EWINEERING COPY PAGE OF-.... A I S I S T R E S S C H E C K 1989 edition Print file D:\MBP\USS\20209 90.CHK created on 03/29/2000 at 12:26:06 CLIENT: MODERN/DENNY TITLE : 8Z16 AT 52" O.C. LAPPED SPAN Data read from D:\MBP\USS\20209_90.MBP created on 03/29/19** at 12:26:02 Elem. Leng. M/Ma(Comb,Sec) V/Va(Comb,Sec) CBS(Comb,Sec) CAB(Comb,Sec) Defl(Comb,Sec) L/150. (ft) (in) (in) 1 .33 -.001 (01,11) -.011 (01,11) .000 (01,11) .000 (00,00) .083 (07,01) .053 2 22.00 -.870 (01,11) -.440 (01,11) .950 (01,11) .000 (00,00) -1.476 (07,06) 1.973 3 2..67 -.789 (01,11) -.266 (01,11) .693 (01,11) .000 (00,00) -.118 (07,01) 1.973 4 2.67 -.789 (01,01) .266 (01,01) .693 (01,01) .000 (00,00) -.118 (07,11) 1.973 5 22.00 -.870 (01,01) .440 (01,01) .950 (01,01) .000 (00,00) -1.476 (07,06) 1.973 6 .33 -.001 (01,01) .011 (01,01) .000 (01,01) .000 (00,00) .083 (07,11) .053 DL= Wc.= 19"3�� MASTER ENGINEERING COPY PAG F�o Bu*ng Systems Material -. :0 • * 3/29/00 • Gage & Type Q 26 Ga, RW Panel Pressure Coefficient, Cq : , 1.2 Q 24 Ga, RW Applicable Wind Load = 22.0 Psf Q 26 Ga, AW Allowable Load (based on Multi -Span) = 32.7 Psf Panel is CK for Applied Load & 72.0 in max. girt spacing. Q By Others (Figure 4.0) •• Maximum Girt Trib : 72.0 inches Q Lapped Two Span Q Simple Q Simple w/Sag Angles Girt Size 8Z17 Full Span Bendmn- > 25.00 Ft 1.2 0.9 99.1 plf 101.1 plf 0.98 OK Edge Zone, 25.00 Ft 1.5 1.2 17.1 plf 101.1 plf 0.17 OK 0.87 OK I ` USE 8Z17 SW Girts Lapped Span 0.87 OK 3EdgkZ6ne ,"'>. :•TT• 1.5 1.2 12.3 plf 114.0 plf 0.11 OK USE 1OZ14 _ Maximum GirtTrib : 72.0 inches Q Lapped Q Two Span Q Simple Q Simple w/Sag Angles Girt Size : 8Z17 O nW Location BaySizen G�oss,tGq�Net Cq, ;AppliedW Allow,e ; '„ wCtS,R. Check 71,;Edge Zone=> 25.00 Ft 1.5 1.2 17.1 plf 101.1 plf 0.17 OK Maximum Girt Trib : 72.0 USE 8Z17 SW Girts Lapped Span Maximum Girt Trib : 72.0 Interior Girt Size : inches Q Lapped. 1OZ14 Q Two Span Q Simple Corner Girt Size : Qi Simple w/Sag Angles 1OZ14 Location �Y 'Ba y i e� r ..;�.� A. „,,'. ;Gross Cgh� �ij�---------t ,,-x ,; ;s4tNet,iCq.n„ 'Appllled �.,�rAllowed.,,rr�s CtSiR z;�zt Check'. Max lntertortBay=> 30.00 Ft 1.2 0.9 99.1 plf 114.0 plf 0.87 OK Comer Ba 30.00 30.00 Ft 1.2 0.9 99.1 plf 114.0 plf 0.87 OK 3EdgkZ6ne ,"'>. 30.00 Ft 1.5 1.2 12.3 plf 114.0 plf 0.11 OK USE 1OZ14 _ Interior EW Girts Simple . Span USE w/Sag Angles 10214 Corner EW Girts Maximum Girt Trib : 72.0 inches I Q Lapped Q Two Span Q Simple•Q Simple w/Sag Angles Interior. Girt Size 1OZ14 Corner Girt Size: 1OZ14 �a�� ;Locatlon�a Q 'Bay :.._ .,... -,�__ s C Slze..,;f,Gros , q`F ,,CAppllletl'a,'f,.All . owed;.,;.. "Max IIhterior Bayes>1 30.00 Ft 1.2 0.9 99.1 plf 114.0 plf 0.87 OK �' �CornerABay�Full�Span=>� 30.00 Ft 1.2 0.9 99.1 plf 114.0 plf 0.87 OK IK!}�t,��Y�>'�X��Edge-Zone'=> 30.00 Ft 1.5 1.2 12.3 plf 114.0 plf 0.11 OK USE 1OZ14 Interior EW Girts Simple ( USE 1OZ14 Corner EW Girts Span w/Sag Angles MASTER ENGINEERING COPY PAGE, �OFr..�..�. 22-141 50 SHEETS arna;�o 22-142 100 S14EET5 22-144 200 SHEETS p 6 ff 00 ,N M En N W � W ' it F• N In • 22-141 50 SHEETS arna;�o 22-142 100 S14EET5 22-144 200 SHEETS p 6 00 ,N M a q m � M CT F• N q f � CT F• N In • 7.6 �3r9 O � 0 4 V -- a 0 N a� q • 20'-0• ptP 14 y 3/f�. LJ) CA b r- -7 v V if 95 t� F1 M , A ds Weill -ZL a�43) = 18,6 k >. �•pK z M M O w Z MEM OUTER FLGf . INNER FLG WEB INITIAL FINAL . 0 TYP WIDTH THICK. WIDTH THICK. THICK. TOTAL DEPTH TOTAL DEPTH LENGTH (ft) C.S.R. I 0 Y< 1 5.000 0.1875 5.000 0.1875 0.1270 8.0000 8.0000 14.4793 0.449 2 5.000 0.2500 5.000 0.2500 0.1270 10.0000 10.0000 20.2759 1.00.9 aS• 1,aS= 31.as JOB NUMBER :20209B DEAD LOAD 2.500 YIELD STRESS, f :50 ksi TITLE MIKE DENNY Gi�� FILE NAME : 202098_02 COLLATERAL LOAD : 3.000 FRAME TYPE :Post & Beam SPAN 20.000 Building Systems 03 29 00 14:50:42 SNOW : 0.00 LIVE : 16.00 FRAME WEIGHT :448.50 1 EAVE 16.000 BY WIND LOAD :18.366 PURLINS :8Z16 ® 52" O.C. SLOPE 2.000 12 Spokane, Wosn;ngton SEISMIC LOAD 2.386 GIRTS Left No Girts , Right No Girts BAY SPACE : 31.250 4--0- 4--6 1/2- 0 1 l0 7'-5-1/2- M 1/2' 1 -.1 -71- JOB NUMBER :20209A FILE NAME :202i;9A_O� 03429/00 17:51:24 Building Systems BY Spokane, Wosh;nyton FR cit Ew o.07 MEM OUTER FLG TYP WIDTH THICK. INNER FLG WEB INITIAL WIDTH THICK. THICK. TOTAL DEPTH FINAL TOTAL DEPTH LENGTH (ft) C.S.R. 1 6.000 0.3125 6.000 0.3125 0.1570 8.0000 26.0000 13.7884 0.864 2 6.000 0.2500 6.000 0.3125 0.1570 24.0000 18.0000 19.8407 0.839 3 6.000 0.2500 5.000 0.2500 0.1345 18.0000 18.0000 10.0000 1.016 4 6.000 0.2500 5.000 0.2500 0.1345 1 18.0000 18.0000 10.0352 0.982 5 6.000 0.25001 6.000 0.37501 0.1570 24.0000 18.0000 19.6000 0.999 6 6.000 0.3125 6.000,0.37501 0.1570 8.0000 26.0000 17.1270 1.009 DEAD LOAD 2.500 YIELD STRESS, Fy 50 ksi TITLE MIKE DENNY COLLATERAL LOAD : 3.000 FRAME TYPE :RF SPAN SNOW : 0.00 LNE : 12.00 FRAME WEIGHT :2196.12 EAVE WIND LOAD :18.678 PURLINS : 8Z 16 @ 52" O.C. SLOPE SEISMIC LOAD 2.390 GIRTS :8Z17 BAY S 7c>K TP T5Wit(-9K -;a-R, Lwlf t (,AX • Rwu J,1,8K E- .G 1; 6 r� 4'-0" • 4'-6 1/;-t e" 6 •r • 7'-5 1/2' 7 • �X G Fri • as•I.aS = 31taS : 60.000 :Left (16.000), Right 2.000 / 12 ,E 31.250 • J• Usaframe.xls 3/29/00 JOB NUMBER: 20209 Outside ide • .I BOLTING: 3 (Pair) Outside With 1/2" Plate and 2 (Pair) Inside 3/4" 0 A -325N at 3.0 INCHES O.C. MASTER INGINEERING COPY PAGE____OF_, CONNECTION DESIGN FRAME ID: TRF CONNECTION 1D: HAUNCH LOAD AND CONNECTION CRITERIA Plate Yield, Fy : 50 ksi Outside Connection Inside Connection _ DL + LL : Load Combination: DL + LW 140.20 kip ft (-) : Moment: 130.60 kip ft (+) 0.00 kips : Tension : ' 14.30 kips 26.50 inches : Dist. R1 to comp. flg L1 : 26.50 inches 3.00 pairs : Trial Number of Bolt pairs : 2.00 pairs 3.00 inches : Bolt Spacing (gauge) : 3.00 inches 0.750 inch : Trial Bolt Size : 0.750 inch 1.00 : Allowable increase for Wind or Seismic : 1.33 Connection Results BOLTS 26.62 kips. <= R1 / pair => 33.11 kips 26.62 kips <= Max. Bolt Load / pair => 36.68 kips 38.88 kips <= Bolt capacity / pair => 51.71 kips OK to use (A -325N Bolts) OK to use 3/4" Bolts 3/4" Bolts CONNECTION PLATE 0.95 inches <= le => 0.95 inches 6.66 kips <= Pu => 9.17 kips -3.16 kip in <= Mu => 4.35 kip in 0.08 in^3 <= S req =>' 0.09 in^3 0.41 inches <_= T req =_> 0.42 inches Outside ide • .I BOLTING: 3 (Pair) Outside With 1/2" Plate and 2 (Pair) Inside 3/4" 0 A -325N at 3.0 INCHES O.C. MASTER INGINEERING COPY PAGE____OF_, Usaframe.xls JOB NUMBER: 20209 3/29/00 MASTER F�GINEERING COPY PAGE l c�_OF---„—. CONNECTION DESIGN FRAME ID: TRF CONNECTION ID: RIDGE LOAD AND CONNECTION CRITERIA Plate Yield, Fy : 50 ksi Outside Connection Inside Connection __ DL + LW : Load Combination : DL + RW 42.20 kip ft (-) : Moment: 39.40 kip ft (+) 2.50 kips : Tension: 0.00 kips 18.50 inches : Dist. RI to comp. flg L1 : 18.50 inches _72.00 pairs : Trial Number of Bolt pairs: 2.00 pairs 3.00 inches : Bolt Spacing (gauge) : 3.00 inches 0.750 inch : Trial Bolt Size : 0.750 inch 1.33 : Allowable increase for Wind or Seismic : 1.33 Connection Results BOLTS 16.08 kips <= R1 / pair => 15.02 kips 16.71 kips <= Max. Bolt Load / pair => 15.02 kips 51.71 kips <= Bolt capacity / pair => 51.71 kips OK to use (A -325N Bolts) OK to use 3/4" Bolts 3/4" Bolts CONNECTION PLATE 0.95 inches <= le => 0.95 inches 4.18 kips <= Pu => 3.75 kips .1.98 kip in <= Mu => 1.78 kip in 0.04 in^3 <= S req => 0.04 in^3 0.28 inches <== T req =_> 0.27 inches 11 Outside — Inside BOLTING: ' 2 (Pair) Outside With 1/2° Plate and 2 (Pair) Inside 3/4" 0 A -325N at 3.0 INCHES O.C. MASTER F�GINEERING COPY PAGE l c�_OF---„—. Column2.xls 3/29/00 JOB NUMBER: 20209 AXIAL COMPRESSION AND BENDING Actual Stresses Ninth Edition (AISC) 3.71 MEMBER IDENTIFICATION: MISC POST fa = LOAD AND MEMBER CRITERIA ksi Axial Load, P: 9.4 Kips Yield, Fy : 50 Ksi Strong Axis Moment, Mx: 27.4 .Kip feet E : 29000 Ksi Weak Axis Moment, My: 0.0 Kip feet Cm x: 1.00 Shear Load, Vx : 5.3 Kips Cm y: 1.00 Kx : 1 fby = Lx: 21.00 Feet (252.00 Inches) KI/rx = 58.62 Ky : 1 13.70 Ly : 8.00 Feet (96.00 Inches) KI/ry = 80.97 lubx : 8.00 Feet (96.00 Inches) 5.346 Cb: 1.00 5.21 _ luby : 8.00 Feet (96.00 Inches) Flange Width, bf : 5.0000 Inches Flange Thickness, tf : 0.2500 Inches 1.19 Web Depth, h: 9.5000 Inches Allowable Stresses Web Thickness, tw : 0.1270.lnches 2.08 Allowable stress increase for wind = 1.33 Fa = RESULTS ksi Member Properties Actual Stresses Area = 3.71 in^2 fa = 2.54 ksi Ix = 68.50 in^4 fbx = 24.00 ksi rx = 4.30 in fby = 0.00 ksi Sx = 13.70 in^3 fv = 4.39 5.346 ly = 5.21 in^4 ry = 1.19 in Allowable Stresses Sy = 2.08 in^3 Fa = 25.03 ksi rt = 1.34 in Fbx = 33.17 ksi Weight = 12.61 lbs / ft Fby = 39.90 ksi Fv = 19.11 t MASTER FQINEERING COPY PAGE ^F�� COMBINED STRESS RATIO RESULTS f° = 0.101 < 0.15, Therefore (H1-3) Governs F, IF Combined Stress= 0.82 fv = 4.393 h/tw = 74.80 Fv = 19.11 a/h.= 26.526 SSR = fv/Fv = 0.23 kv = 5.346 SHEAR STRESS OK Cv = 0.831 t MASTER FQINEERING COPY PAGE ^F�� Flgholesred.xls AOR NI IMRFR B10. PROPORTIONS OF BEAMS AND GIRDERS Ninth Edition (A/SC) No deduction shall be made for shop or field bolt holes in either flange provided that 0.5F„A,, >_ 0.6FyAfg (1310-1) where Afg is the gross flange area and Afn is the net flange area. If a reduction is required then the member flexural properties shall be based of an effective tension flange area Afe 5 F' (610-3) 6 F, A = --„ A fe �' fk .... _ ...,..: ...., .`.A?.;...w:�..�...t..,e.,...x,..e.:�:u.:w.�•.. �:,�d..�,..:t°�,...`.P„F .,.._;:.:a..4a,a,:C.. B. Flange Width := 5:0;:Y:?inches B.Flange Thickness : vr0:250;!inches Qty of bolts across B. Flange : ;„:;: ,2” each Bolt Diameter: inches (1/16 will be added for hole diameter) Fu : ;;:x:`/65 - ksi (ASTM A529 Fu = 70 & A572 Fu = 65) Fy s';;50>ksi �,. �..s � i :. .. y,.X �a �.. x*n,r yf:�., �, a •z3 x'k�.at § � L '.e..'r'i�. ` r"`.�?k,�,-ctT ' ' h- .; r w z Afg = 1.250 inches^2 Afe= 0.981771 inches^2 Holes = 0.344 inches ^2 Afn = 0.906 inches^2 0.5F„Af, = 29.45 kips 0.6FyAfg = 37.50 kips Since, 29.45 < 37.50 member properties must be reduced. }sf:.1. i 3't K., ,�.(q` vvt'£ '�'{{t ty1,',�S t'rY.LI(4.h""4 3 •'11; 1 y -J ;� + ? t!c `l.i ,. .. F.. , �.• ... `int... ay.a�.. .:.C'. .> ...�rl4..ilYt.k ...•..: LY�Y:i.'� i�s'i.. .:t�!.:.<. �.+�.�F ��"-.... * ... :w t.. .�.f�!c:i !. . MEMBER GEOMETRY REDUCED MEMBER GEOMETRY Tflg width= `>j1:;6:00'6, inches Tflg width= 6.000 inches Tflg thck= ` X0:250 `' ` inches Tflg thck= 0.250 inches Bflg width= 5.000 inches Bflg width= 3.927 inches Bflg thck= 0.250 inches Bflg thck= 0.250 inches Web depth=; 17.500= inches Web depth= 17.500 inches Web thck=,,'* x0:135:; =;inches Web thck= 0.135 inches MOMENT OF INERTIA REDUCED MOMENT OF INERTIA Ix= 275.7249 inches^4 Ix= 251.1824 inches^4 SECTION MODULES REDUCED SECTION MODULES Sxtop= 32.19103 inches^3 Sxtop= 31.20722 inches^3 Sxbott= 29.22446 inches^3 Sxbott= 25.24156 inches^3 Sxtop Reduction= 3.06% Sxbott Reduction= 13.63% Ito) C j- ,13(0.3 = I. I S MASTER INEERING COPY PAGE ,nI= JOB NUMBER apap� DATE: 3��4 do FDEIGN ENG.: �4SN DESCRIPTION:- -SIDEWALL BRACE REACTIONS SW BRACE REACTIONS no SEISMIC CV 1*4�0/ .5K 5.1K \->5.1K ±4.1 K ±4.1 K SEISMIC V * P 1 4 1K 3.2K �� 3.2K t2.6K t2.6K 1 1 .6K�— ±9.1 K WIND 4.7K I�1 1 .6K V� MASTER EN 'NEERING COPY +9.1 K PAGE • - • • • • • • • • t 56 B P 1 T1 S1 . S2 MARK WIDTH BY DEPTH- ANCHOR BOLTS MARK WIDTH BY DEPTH ANCHOR BOLTS MARK WIDTH BY DEPTH ANCHOR BOLTS BPI 6. 0' by 8. 0' 4 - 3/4' 0 LOAD COMBINATION 1 LOAD COMBINATION -4 I. 00 SW + 1.00 DL + I. 00 CL + 1.00 LL 1. 00 SW + 1.00 DL + i. 00 RWL I SUPPORT REACTION SUPPORT REACTION NUMBER (KIPS OR KIP -FT) NUMBER (KIPS OR KIP -FT) SI -07. 0106 I00+'Q: (y S 1 -0. 000 S2 on S2 -6.001 S3 S4 -0.000 0.235 / S3 fl; tC'C S4 0.003 0. 234 S5 TI -0.000 0..000 L S5 xhcc.,jA CtboUP 0.001 -5.819 TS 0.000 T1 t �I T6 Gl(C' G,P?1"C(>Q(3 T5 0.0 0. 00 0.000 LOAD COMBINATION -2 • j 1 LOAD COMBINATION -5 , I. 00 SW + 1.00 SUPPORT DL + LOO LWL I REACTION 1.00 SW + 1.00 DL + 1.00 RWL I I NUMBER (KIPS OR KIP -FT) SUPPORT NUMBER (KIPS REACTION OR KIP -FT) S 1 -0. 000 SI -0. 000 S2 -7. 180' S2 -6.001 S3 0.004 S3 0.003 S4 0.234 S4 0.234 S5 0.002 S5 0.001 TI 0. 000 TI 0. 000 0.000 T6 T5 0.000 T6 T5 0.000 0.000 LOAD COMBINATION -3 3 LOAD COMBINATION -6 I. 00 SW + 1. .S PP 00 DL +..I. 00 LWL I 1 REACTION 1.00 SW + 1. 00 SUPPORT DL + 1. 00 CL + 0.71 SZ REACTION NUMBER S1 (KIPS OR KIP -FT) NUMBER (KIPS OR KIP -FT) S2 -0. 000 2.837 SI S2 -0. 000 2.091 S3 S4 -0.001 0.235 S3 S4 -0.001 0.235 S5 -0.000 690 S5 -0.001 TI TS 0. 000 TI 2. 0.0 00 TS 0.000 MASTER ENGINEERING COPY PAGEOF_--. 0 Building Spokane REACTIONS Pa e -No, Fl -A-02 0 sys'tel'15 Washington Date ' 03/29/00 14: 50: 42 J O {'J N O , 20209B 1. Support definitions necessary. to Insure frame stability are not shown.3. Foundations, footings, anchor bolt Imbedment, thrust angle, hairpins or ties • for thrust and all reinforcing are to be designed by a qualified professional 2. All anchor bolts (Including bearing angles or bars welded at top) are englneer based an concrete strength and soil conditions of the bull,':ng site. . to be supplied by the concrete contractor. 4. The above symbols are shown In their respective positive directions. ' 5. Anchor bolts are to be In accordance with ASTM specification A307 or better. 0 LOAD COMBINATION7 1.00 SV + 1. 00 DL SUPPORT R�ACT ON NUMBER (KI S 0 KIP -FT) S1 -0.000 S2 I. 070 S3 -0.000 S4 0.235 S5 '-0.000 S6 i. 137 T6 0. 000 T5 0.000 LOAD COMBINATION 8 1.00 CL SUPPORT REACTION NUMBER (KIPS OR KIP -FT) S1 0.000 S2 0.954 S3 -0. 000 S4 0. 000 S5 -0.000 S6 0.920 TI 0.000 6 0.000 T5 0.000. LOAD COMBINATION 9 1.00 LL SUPPORT REACTION NUMBER (KIPS OR KIP -FT) S1 0.000 S2 5.. 085 S3 -0.000 S4 0.000 S5 -0.000 T I 0. 000 T5 .0. 000 LOAD COMBINATION 10 1. 00 WL1 SUPPORT REACTION NUMBER (KIPS OR KIP -FT) S1 0.000 S2 -8. 249 S3 0.004 S4 -0.001 S5 0.002 S6 -8,'118 TI 0.000 T6 0.000 T5 0.000 LOAD COMBINATION 11 1.00 LWL 1 SUPPORT REACTION NUMBER (KIPS.OR KIP -FT) S1 -0..000 S2 1.768 S3 70, 001 S4 0.000 S5 -0. 000 S6 1. 55.1 T6 0 000 . T5 0,000 LOAD COMBINATION 12 : 1.00 RWLI SUPPORT REACTION NUMBER (KIPS OR KIP -FT) St 0.000 S2 -7. 071 S3 0.003, S4 -0. 001. S5 -0.001 S6 -6-959 T6 0, 000 T5 0.000 LOAD -'COMBINATION 13 SU00 RWLII PPO RT REACTION NUMBER (KIPS OR KIP -FT) St 0.000 S2 -7.071 S3 0. 003 S4 -0.001 S5 .0. 0091 711 ra 0. 000 T5 0. 000 L j LOAD COMBINATION 1.00 SZ SUPPORT REACTION NUMBER (KIPS OR KIP -FT) SI -0.000 S2 0.095 S3 -0.002 S4 0.000 S5 -0.001 S6 -0,343 T6 0. 000 T5 0.000 LOAD COMBINATION -15 , 1.00 SW + 1.00 DL + 1.00 CL + 1.34 S2 SUPPORT REACTION NUMBER (KIPS OR KIP -FT) St -0.000 S2 2.151 S3 -0.003 S4 0.235 S5 -0.001 T6 0.000 T5 0.000 • v MASTER ENGINEERING COPY Washington PAGE. Rdig Spokane REACTIONS Pa -No. _FO1F_-B_-�020Sy Pate 03/29/00 14: 50: 42 Job N O , 20209B 1. Support definitions necessary. to Insure frame stability are not shown. 3. Foundations• footings, anchor bolt Inbednent, thrust angle, hairpins or ties r for thrust and all reinforcing are to be designed by a qualified professional 2. All anchor bolts (Including, bending angles or bars welded at top) are engineer based on concrete strength and soli conditions of the bullr);nq site. to be supplied by the concrete contractor. 4. The above symbols are shown In their respective positive directions. . 5. Anchor bolts are to be In accordance with ASTM specification A307 or better. I A AL AL An YhSSe-, column o -t EW on I y (fellrlov� �n JS3 B TW LPS1 1 T1 . 5.3kT7 S2 LL I 9. i� WL 6.sK MARK WIDTH BY DEPTH ANCHOR BOLTS MARK WIDTH BY DEPTH ANCHOR BOLTS MARK WIDTH.BY DEPTH ANCHOR BOLTS BPI 6. 0' by 8. 0' 4 - 3/4' 0 BP2 6. 0' by 8. D' 4 - 3/4' 0 LOAD COMBINATION 1 I. 00 SW + I. 00 DL + I. 00 CL + 1.00 UNB LL 1 SUPPORT REACTION LOAD COMBINATION 5 1. 00 SW + 1.00 DL + 1. 00 CL + 1.00 LL NUMBER (KIPS OR KIP -FT) SUPPORT REACTION NUMBER (KIPS OR KIP -FT) SI 7. 336 S2 16. 047 St B. 799 S2 17. 210 S3 -7.336 8.212 10.000 S3 -8.799 S4 24.547 TI T 7 0. 000 LOAD COMBINATION 2 1.00 SW + 1. 00 DLL + 00 CL + 1. 00 UNH LL I I SUPPORT REACT�ON LOAD COMBINATION 6 1. 00 SW + 1. 00 Dl + 1. 00 CL + 1.00 LL 11 SUPPORT NUMBER (KIPS 0 KIP -FT) SI 4. 358 REACTION NUMBER (KIPS OR KIP -FT) S2 7: 123 S1 8. 943 S2 17, 325 S3 -4.358 S4 19. 632 S3 -8.943 S4 17. 433 T7 0.000 T7 0.000 LOAD COMBINATION 3 1.000SW + 1.00 DL + 1.00 CL + 1.00 UNB LL 111 LOAD COMBINATION -7 1.00 SW + 1.00 DL + 1.00 LWLI E SNUMBER (KlPSCOROKIP-FT> SUPPORT REACTION NUMBER (KIPS ❑ KIP -FT) SI 7.480 S2 16. 161 SI -13.480 S2 -13.974 S3 -7.'480 T I 10. 000 S3 0.188 -10. T7 0.000 T I 000 T7 0.000 LOAD COMBINATION 4 - 1.00 SW + 1.00 DL + 1.00 'CL + 1.00 UNH LL IV LOAD COMBINATION -8 1.00 SW + 1.00 DL + 1.00 LWLII SUPPQRT REACTION NUMHHER (KIPS OR KIP -FT) SUPPORT REACTION NUMBER (KIPS OR KIP -FT) S1 4.502 S2 7, 238 SI -7.847 S3 -4.502. 10.000 S2 3. 267 S3 -10.087 T7 TI 0. 000 T7 0. 000 A EMINERING CM Building Spokane Washington REACTIONS P aq e .N o, FI -A-02 Date 03/29/00 171 51: 24 J O b N O , 20209A SysteMS 1. Support de.flnitlons necessary to Insure frame stability are not shown. 3. Foundations, Footings, anchor bolt Imbedment, thrust angle, htitrpins or ties •• for thrust and all reinforcing are to be designed by a qualified professional 2. All anchor bolts (Including angles or boys welded nt top> are engineer based on concrete strength and Solt •conditions of the building site. to be supplied by the concbearing rete contractor. 4. The above symbols are shown In their respective positive directions. . 5. Anchor bolts are to be In accordance with ASTM speclFlcotlon A307 ;,, better. J LOAD COMBINATION -9 : 1.00 SW + 1.00 DL + 1.00 RUL I SNUMBER (KIPSC0ROKIP-FT) SI 0.309 S2 -7.576 S3 11. 680 S4 -20.525 T7 0 0 .00 LOAD COMBINATION -10 1.00 SW + 1.00 DL' + 1:00 RWL I I SUPPORT REACTION NUMBER (KIPS OR KIP -FT) S1 5:744 S2 -3.747 S3 11.852 T I 0. 000 T7 0,000 LOAD -COMBINATION -11 1.00 SW + 1.00 DL + 1.00 TP SUPPORT REACTION NUMBER (KIPS OR KIP -FT SI -5.061 S2 -9.128 S3 4.1124 T1 -15.843 T7 -2.262 LOAD COMBINATION -12 SUPPORT + 1.00 REACTIONO TS NUMBER (KIPS OR KIP -FT S1 -5. 061 S2 -9.128 S3 4..124 -15.466 T7 -1.843 2 .62 LOAD COMBINATION -13 1.00 SW + 1. 00 DL + 1.00 CL SUPPORT REACTION NUMBER (KIPS OR .KIP -FT S1 0. 701 S2 4.679 S3 -4.974 S4 7.577 T7 0. 000 LOAD COMBINATION -14 1 SU00 PPORT + 1,00 RPACTIONO CL NUMBER (KIPS OR KIP -FT. S1 5.376 S2 7,470 S3 -1.103 S4 .4.787 T7 0. 000 LOAD COMBINATION 15 I. 00 SW + 1.00 DL SUPPORT REACTION NUMBER (KIPS OR KIP -FT; S1 1.562 S2 3.263 S3 -1. 562 T4 0. 000 T7 0. 000 LOAD COMBINATION 16 1.00 CL SUPPORT REACTION NUMBER (KIPS OR KIP -FT; Sl I. 476 S2 2.812 S3 -1.476 S4 2.812 TI T7 0.000 LOAD COMBINATION 17 1.00 UNB LL1 REACTION NUMBER (KIPS OR KIP -FT) SI 4.298 S2 9. 972 . S3 -4.297 TI 10.000 T7 0.000 + 0. 71 SZI 0.71 SZII LOAD COMBINATION 1.00 UNB LL'i SNUMBER (KIPSCOROKIP-FT) Sl 1.320 S2 1.049 S3 -1.320 TI 10. 000 T7 0.000 LOAD COMBINATION 19 1.00 UNB LL III SUPPOET REACTION NUMB R (KIPS OR KIP -FT) SI 4.441 S2 10.087 S3. -4.441 S4 4.916 T 7 0. 000 LOAD COMBINATION 20 1•.00 UNB LL IV SUPPORT REACTION NUMBER (KIPS OR KIP -FT) SI 1.463 S2 1.163 S3 -1.464 Y 1 0. 000 T7 0.000 LOAD COMBINATION 21 1.00 LL SUPPORT REACTION NUMBER (KIPS OR KIP -FT) S1 5.761 S2 11.136 S3 -5.761 1 T7 0.000 LOAD COMBINATION 22 1.00 LL I SUPPORT REACTION NUMBER (KIPS OR KIP -FT) SI 5.905 S2 11.250 S3 -5.905 TI 0 000 T 7 0. 000 LOAD COMBINATION 23 1. 00 LWLI SUPPORT REACTION NUMBER (KIPS OR KIP -FT) SI -15.042 S2 -17.237 S3 1.750 TI -10.000 T7 0.000 LOAD COMBINATION 24 SUPPORTLII REACTION NUMBER (KIPS OR KIP -FT) SI -9.409 S2 0.004 S3 -9.525 S4 -8.015 T 7 0. 000 LOAD COMBINATION 25 1.00 RWL I SUPPORT REACTION NUMBER (KIPS OR KIP -FT) SI -1.253 S2 -10. 839 S3 13.242 S4 -23.895 T 7 0. 000 LOAD COMBINATION 26 1.00 RWL I I SUPPORT RPACTION NUMBER (KI S OR KIP -FT) SI 4.182 S2 -7.009 gS3 13.415 T7 0.000 MASTE=GINEERING" COPYPAGEOFA,,,,,, Building Spokane REACTIONS P a e. No, Fl -B-02 1,x'0 Systems wa5hington Date 03/29./00 17: 51: 24 Job N o , 20209A 1. Support definitions necessary to Insure frame stability are not shown. 2. All anchor bolts (Including bearing angles or bars welded at top) are to be supplied by the concrete contractor. 3. Foundations, Footings, anchor bolt Imbedment, thrust angle, hairpins or ties for thrust and all reinforcing are to be designed by a quallFled proFesslonal engineer based on concrete strength and Soft 'conditions of the building site. 4. The above symbols are shown In their respective positive directions. 5. Anchor bolts are to be In accordance with ASTM spec) Flcatlon A307 or better. LOWCOMBINATION 27 ~' 1.00 TP SUPPORT REACTION NUMBER (KIPS*O KIP -FT) S1 =6. 623 S2 -42.391 S3 5.686 S4 -18. 836 Tl 1. 843 T7• -2.262 LOAD COMBINATION 28 i ' 1. 00 TS SUPPORT REACTION NUMBER (KI S OR KIP -FT) S1 76.623 S2 -12. 391 S3 5. 686 S4 =18. 836 Tl =1. 843 T7 2. 262 LOAD COMBINATION 29 1. 00 SZI SUPPORT REACTION NUMBER (KIPS OR KIP -FT) S1 -3. 273 S2 -1. 953 S3 -2.709 S4 1. 954 T7 0. 000. LOAD COMBINATION 30 1.00 SZII SUPPORT REACTION NUMBER (KIPS OR KIP -FT) S1 3. 273 S2 1.953 S3 2. 709 S4 -1.954 TI 0. 000 T7 0. 000 4 MA IWIf� INEERINGICOPy PAGE "_OF�_ CSI l Buil'ding Spokane REACTIONS P a g e N o, F 1 -c -o2 c 0 Systems' Washington D ate : 03/29/00 17: 51: 24 J o b N o , 20209A 1. Support definitions necessary to Insure frome stability are not shown. 3. Foundations, Footings, anchor bol': Imbedment, thrust angle, hairpins or ties for thrust and all reinforcing are to be designed by a qualified professional engineer based on concrete strength and soli.conditions of the bulla?ng site. 2. All anchor bolts (Including bearing angles or bars welded at top) are to be supplied by the concrete contractor. 4. The above symbols are shown In their respective positive directions. 5. An4hor bolts are to be In accordance with ASTM specification A30i r•- better. P.O. Box 1216 410 Pine'Street Red Bluff, CA 96080 (530) 529-3560 FAX 529-0953 1074 East Ave. Suite F Chico, CA 95973 (530) 894-3500 FAX 894-8955 Joe Dominick Land Surveyor Eric Robertson Civil Engineer RORER TSON AND DOMINICK Civi[ Engineers & Surveyors 00 -09 June 29, 2000 007 D7;;)66 3 V { Butte County Building Dept. v C 7 County Center Dr. Oroville, CA 95965 Re: Shop Building for Mike Denny, Lone Tree Road, Oroville Ladies and Gentlemen, Regarding the shop building for Mike Denny located on Lone Tree Road in Oroville, this is to certify that it is acceptable to pour the concrete footings and the concrete slab using the "two pour" system. That is, to pour the column footings and the continuous wall footings in one pour and then, at a later date, pour the concrete slab. If you have any questions or need to discuss this further please don't hesitate to call me at 894-3500. Sincerely, 6L Eric L. Robertson, P.E. Civil Engineer/Partner aoeF,�T�y�\ LU 7 - NO. 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BUBBLER LOCATION: MAX 36u ABOVE FLOOR, 8' MIN 6" FROM FRONT ` F FIXTURE - WATER FLOW: DIREGTION:_PARALLEL .TO FRONT EDGE HF -IGH : MIN 4 CONTROLS: LOCATION:MIN 6" FROM FRONT ED =, OPERABLE WITH ONE HAND WITHOUT TIGHT GRA PING P CHIN T I TIN F W I MAX I S IN G OR W S G O RST. FORCE TO OPERATE 5 bs. 5. CLEAR SPACE- 50" x 48 PERPENDICULAR TO FIXTURE. TURE. 6. FLOOR SURFACE STABLE, FIRM $ SLP RESISTANT. 7. SEE TYPICAL DRINKIN6 FOUNTAIN 51DE AND PLAN VIEWS ON SHEET 14' FOR CONSTRUCTION TR DETAILS AT ALCOVE: MARK SHEATHIN(51 EDGE NAILING SILLPLAT' E ANGORA6E SPECIAL CONSTRUCTION GI A 3/8" APA RATED SHEATHING !Od BOX ®6 .c o. _ 5/8„ A _ B � 36 a c, NONE B 0 „ '3 8 APA RATED SHEATHING / '» „ tOd OX ®-4 o.c. B „ „ 5/8 AB ®24 ox.. NONE G 3/8” APA RATED SHEATHING 106 BOX 0 3" o.c. STAGGER ' AT ABUTTING JOINTS d SILL „ „ 5 8 ,® O o G'. / AB 2 -4x FRAMING AT ABUTTING PANEL EDGES, 2x SILL PLATE D O J/8 APA RATED SHEATHING IO X a TA R d 80 2 o.c._5 G6E AT ABUTTING ,JOINTS d SILLEDGES rr n AB O S 8 2 A G. / A N 4x FRAMING AT BUTTI G PANEL 4x SILL PLATE D ,3 8 APA RA D'SH ATHING TE E BOTH SIDES f A Od BOX � 2 -n.c. ST G6ER AT ABUTTING JOINTS SILL rr .r 5 AS_ 10 O.C. /8 4x FRAMING AT ABUTTING _PANEL ED6E5, 4x SILL PLATE