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040-400-012
T. AP 40-40-13 '41•L " en Wood __ _ . � 040-400-012 06-0288 s/s oren Ave. 500' S. of Entler Ave. HUPP, JOE 1 Chico Lot 11, South Gate Indut.Palrk) 70 LOREN AVE, CHICO n ".. + CONTR: Metal Air Inc., Chico ,�Cont: NORTH VALLEY BLDG Permit 1768-75B,P,E,M ADDITION TO METAL BL G � S Z pb V (New Shop B�1d.g. for Ornamental Iron) !1 40-40-13-' iz - + PERMIT #359-76E('A •D ELECT. FOR t7 #1768-75) SHOP BLD 40-40-13-4 lZ - - -- Contr : Metal Fir T<nc . Permit #901-76E,M(ele.&>"me or f 1768-75) Shop bldg. doori � , Contr: G'lassi Ele,Chico`'' /Perm*#7041-18E(ele ser c. elocate equip circui etal shop 040-400-012&013 #98-2445 HUPP, GERALE/PRATHER,JER 70 LOREN AVE., CHICO pp OWNER :r4ill o fCc e, 040-400-012 & 013 99-0903 HUPP/ PRATER 70 Loren Avenue, Chico Contr: Owner Re roof/ stucco exterior (/ ` 040-400-012 &013 HUPP & PRATHER ��-2036 70 LOREN A-'.ENUE, CHICO CONTR: OWNER OFFICE WAREHOUSE, REMODEL i 040400-012 & 013 00-0131 HUPP, GERALD JOE 70 LOREN AVENUE, CHICO CONTR: OWNER 1ST RENEWAL 98-2445 r A'' 4 " ' Butte County Department of Development Services. RREa IN 0"T E 8 7 County Center Drive, Oroville, CA 95965 (530) 538-7501 vnwv.buttEcoL{ntynetidds RESIDENTIAL APN: Permit No. Owner 040-400-012 06-0288 HUPP, JOE Site Address: 70 LOREN AVE, CHICO Cont: NORTH VALLEY BLDG Contractor. ADDITION TO METAL BLDG Type of Permit: qg �aQ.- SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT - REINSPECTION FEE PAID ENV HLTH CLEARANCE C_3 aFF Hwy Cfq. 0 F 6NT&69. DATE JOB FINA D C� SIGNATURE: G�� April 17, 2006 CG is 06-1005.246 North Valley Building Systems Mr. Andy Wood No. 9 Three Sevens Lane, Suite 5 Chico, California Subject: High -Strength Bolting Special Inspection Hupp Neon 70 Loren Ave. Chico, CA Dear Mr. Wood: 1612 Wedding Way Redding, CA 96003 530-244-6277 530-244-6276 FAX www.CurryGroup.com On April 17, 2006 a CurryGroup Inc. representative verified the tensioning of the 5/8 -inch diameter ASTM A325 high-strength bolts at the referenced project site. Bolts and nuts were identified per the AISC Manual of Steel Construction. Tensioning was by the calibrated wrench method. Our representative calibrated the erectors tensioning procedures using three -bolt assemblages for each bolt length and diameter in our Skidmore Wilhelm Tension calibrator. Based on the calibration tests and our observations, to the best of our knowledge, the work was completed in accordance with the approved plans and specifications. Tensioning at the observed connections meet the minimum tension requirements of the Uniform Building Code. We have employed generally accepted inspection and testing procedures. However, we do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the project plans and specifications. No warranty, either express or implied is made. If you should have any questions regarding this information or need further assistance, please contact the undersigned at (530) 244-6277 at your convenience. Regards, CURRYGROUP, INC. Thomas Collins Project Manager CGi: Copyright 2006 CG06L045.doc = OK Not OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET I Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat ❑ or LP❑ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE D E C K S'C O V E R S`C A R P O R T'S `GARAGE S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnis °'� DATE IPOOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel -Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec.Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcitng Eqp-Htr 8 Elec Grndng; Eqp w/5' CrcItng Eqp-Pool Ightg Bokes-Encisrs-pnlboards4risultn to Main Conduit 9 Health Dept Apprvi 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide Pool Drawing = OK = Not OK Z RESIDENTIAL (Single & Duplex), -' 1 DATE IUN LOOR I DATE IPLUMBING -I ,oling-Setbacks-Easernen Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Main; Steel-BlockouLs-Wrapped 6 S IIs Garage; Steel-Blockouts-Wrapped H Downs and Special Anchrs lab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 1.t Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn _ 14 Girders-Sills-Anchr Bolts Joists-Vnts-Crip pies 15 Acc & Vntltn 16.Insula " DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyUs-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall Anis 38 Insultn-Walls-Ceilings 39 Infiltration-Walls-Wndws DATE JELECTRICAL 40 Fxtr & Tmsfrmr CImc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr •46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz 9 ❑ CU or ❑AL AC Wire Sz ❑ CU or ❑ AL 48 Range Circ e, ❑ CU or ❑AL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑Yes ❑No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector, 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First flr-Tub Acc 57 Test Tub & Shwr, 2nd fir - Tub. Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping DATE IMECHANICAL 61 AC Ducts Insulin & Support 62 Vent Fan, Exhaust abv Insulin 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic A \c o•'0 0 O' 0` FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-CImc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Sis & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Cirnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clmc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-DImc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑Yes FNo 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frpic-Clrnc to Opngs .90 Wtr Well, Dscnnct, Elec, Pimb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn -94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec .96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl .97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060'288 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: 04/03/2006 APN: 040-400-012-000 the Business and Professions Code, and my license is in full force and effectSite License class: � License Number: l21 Address: 70 LOREN AVE CHI o Date: 'q/7'A/06 Contractor: Map Index: Description: COMMERCIAL METAL BUILDING ADDITION OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the (750) 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 Owner: HUPP GERALD JOE & TERESA RENE to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 70 LOREN AVE 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 CHICO, CA violation of Section 7031.5 by any applicant for a permit subjects the 95928 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, Applicant: NORTH VALLEY BUILDING SYSTEMS INC provided that such improvements are not intended or offered for 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 9 THREE SEVENS LANE sale.). SUITE 5 95973 ❑ 1, as owner of the property, am exclusively contracting with 530-345-7296 licensed contractors to construct the project (Sec. 7044, Business nvbs@aol.com and Professions Code. The Contractors' State License Law does 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.). Contractor: NORTH VALLEY BUILDING SYSTEMS INC ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: 9 THREE SEVENS LANE WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: SUITE 5 95973 ❑ 1 have and will maintain a certificate of consent to self -insure for 530-345-7296 workers' compensation, as provided for by Section 3700 of the nvbs@aol.com Labor Code, for the performance of the work for which this permit is issued. License #:` 812173 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: Architect: — �® "�Ko�. Engineer: Carrier: Policy #: d=c> i ?_OCA? – cpm 2 ❑ I certify that in the performance of the work for which this permit is 750 S.F. issued, I shall not employ any person in any manner so as to Total Square Ft: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Valuation: $20,250.00 compensation provisions of Section 3700 of the Labor Code, I shall Census Code: forthwith comply with those provisions. C �? (. 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 as provided for in Section 3706 of -the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This -permit is hereby i sued under the applicable provisions of the Butte County Code and/or. I hereby affirm that there is a construction lending agency for the Resolutions to indica a bove for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: BY Date: -3� PERMIT EXPIRES 0 Address: (Date) ❑ 1 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 form or document of Butte County. I hereby authorize representatives of Butte County enter upon the above mentioned property for inspection purposes 1to Print Name: C��,�C ` �� Signature: Date: 14 l __5! ❑ Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 COUNTY OF BUTTE v 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 � v F> A.P. # C/O ' coo -0 PROPROSED BUILDING USE ��%%–�(� �i �i "�%JLC DATE 2 RECEIPT # DATE EC. BUILDING PERMIT FEES 3'3> % dro --- Balance Due ..................... $ / --- FEMA Flood elevation review ... $ --,Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES C ff7 CC) (paid at School District Office) (form available after Plan Check) SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. ` 4. RECREATION DISTRICT FEES AIA_ A_ aid at Recreation District Office) (form available after Plan Check) S. L DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ �1 EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA I= INSPECTION AND PLAN CHECK FEE $204.95 (paid at Building Division) 7. WATER TENDER FEES BATTALION # 200.00 (paid at Building Division) 8. SMIP / ......... 4/ 3 9. DRAINAGE FEE 10. OTHER F-1 Y -e- 4,�'�� 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 durin checking process. APPLICANT DAT4&z__ Pursuant to &ve enttCOdre 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. 7/05) 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 KILL BE REQ UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" PLICANT SIGNATURE X or office use only: OWNER Last Name 1A Name irst Name r Address - �' City aq OJ 0" Stat w_ Z Phone 9 .- Zi 73 lax E-mail Fax PLICANT SIGNATURE X or office use only: CONTRACTOR Name Name Address SRA Address No State City Phone�U State CA Zi 73 Phone _ Planner Fax 5"- O d E-mail Uc. # 43 - Class PLICANT SIGNATURE X or office use only: ARCHITECT/ENGINEER Name jy� Q Address SRA City No State irp 12 3 Phone�U 9 Fax S / 9 E-mail Planner State Li s PLICANT SIGNATURE X or office use only: APPLICANT NAME Name NenrL jy� Q Address SRA City No State Zip 15173 Phon/ b Fax 2Ls E-mail Planner PLICANT SIGNATURE X or office use only: Zoning Property Address 20 ✓, Flood Zone Cross Street I e,'r Ave, SRA Yes No Occ. Type Const. Subdivision Name Map Book i Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERNUT NO. BPOG a2� BIN / LOCATION AP# Of- Property Address 20 ✓, City Cross Street I e,'r Ave, WORKER'S COMPENSATION Policy Number _ _o6 Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name . Address Description or Scope of Work: e t \ r A ><C t o d Sq. Footage A -PPI 76N Tv /YI Ly7i�L ❑ Structure Built vrithout 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 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 'depar"t costs are not Receiver Receipt #: �p �v Date: �/ b Amount: �/ ^ Bldg otal SPA 07116 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 0-upr ASSESSOR PARCEL NUMBER Proposed Building Use: ADD 1 PQO 70 A4 &7A -L 011+/6Permit Technician: Date: 2"-oO, 6 6 tems required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1t*�' 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. (N 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. r N 3. 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 faxesl ' ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 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. .. (q/ 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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for' non-residential` buildi6gs i 12. Hazardous Material Form t 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other ,Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) f j:�j 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ J 16. Fire Sprinklers............................................................................................ Or 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by '-' ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required............................................................. .2 .... } 20. Fees 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 .............................. ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: 24. Planning approval for (A) Use: Q (B)Parking: (C) Parcel Checlt........ �� 25. Contact Land Development abou Improvements, _ 2/a�/�e ge �j _ Drainage ........................ o D 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 search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone IUD/L7 I UMLLC^f at 011 ic SYST1.�t and hold for pickup. I have been informed of th above items and requirements for obtaining a building permit. Applicant: "�- Date: ��� 1. Index permit plication for the above items numbered: Plan Check Letter 2. Additional items required a or esigner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: 3-2 ir-o4, rac or, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: 05Z Date: Structural reviewed by: Da Structural approved by: Date: J Note transfer by: Date: 14 Yellow: Building Division �� �, , �. � ,,� , ;� .> �� �� , �. yr / ti ,r ' ,� .� t w V J , c�Q o j .q /a TO: Building Division = Development Services FROM: Environmental Health Plot Plan Attached �--� Flow Plan Attached es Sent to BD/DS ro SUBJECT: Sanitation Clearance��/� Owner Location �AP# Plan Approved for: Sewage Disposal: 'f Water Supply: Public Private Well Clearance for _ dwelling Other Hold final for: Final clearance O.K. for: NOTE: r, Environmental Health Specialist D e Building Clearance 912005 COUNTY OF BUTTE 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 A.P. # PROPROSED BUILDING USE �7�%%�(�<V �/' I Lam/ �I �—JC� DATE 2� v —66 iso RECEIPT # DATE EC. K--1 BUILDING PERMIT FEES i.t ( q '� Balance Due ..................... $ --- FEMA Flood elevation review ... $ -- ditional plan checking Fee.... $ , 111�2. SCHOOL DISTRICT FEES G � Iyam/ (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg 4. RECREATION DISTRICT FEES / v A aid at Recreation District Office) (form available after Plan Check) ciA'r_ 5. L DEVELOPMENT IMPACT FEES �( S COUNTY WIDE (per dwelling) $ 41< CHICO URBAN AREA (per dwelling) $ . EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # 200.00 (paid at Building Division) 8. SMIP 9. DRAINAGE FEE 10. OTHER I L. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed durineAgAkm checking process. APPLICANT LrYa Pursuant to 6overuree'nt`Cl(de Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) 03/30/2006 TO 12:46 FAX -530'891 3267 CUSD BUSINESS OFFICE;ig.j UU1/uut i I i BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICAT16N FORM (One form per Building School District-0111orl ^ r Building Department No. (� ' A.P.Numbet t %Q�yUU~�i� Jurisdiction: Q city County Property owner l,: joQJ Property LocationfAddress L Subdivision Lot No Residential Development Q ' 0 'Sq. Footage No of uvingi Mobile Home Add�itiotV •Su p lementai to , Units installation t Conversion Per♦ it # (Group R) • . i i Commercial/Industrial Mew Deed Raj' (Attach a signed copy of Deed) Restriction and �d Sq. Footage x of Limited Use Facility document) Sq. Footage (Including ExtSeri$�R' Roofed Areas) Date District Identificatton No. �r School District certifies that (Appficant (street address) (Phone Number) (gist (zip Code) . has compiled with the requirements bf Resolution No. 96V Q� n by payment of $ representing /` square feet. 82926 9 Lt WMATloN i $ School 0 • Repreac,��s;;ye Q Date Paid by Check i1 N Remarks: NOftf: You may OrOW the Imposition of tho40es1du f fed abow by eubmtmng a «ninon Go�•L•►••• to tha ptsb Ir t. In eainpllana with aemrnent coda SaWon 60"14wtthtft 9t1.tleYs nom the dab fees aro pall. Fawre to =111 ft a dinehwett 16 Probst wHi prohibit You from ahau fWn9 the woositlon of flu tae rn Court e4on. If, subsequent b"school Dfstrlet Rep►ssanl §. si9ning ft Butt County Sdeooia WApad 09j tlAed °Y the applks�f• Local Plennl A CerdflCaffon ; orm, the 9dfool Dls>,kt to no no timet► etfat this project Is bft nvkt0ad WNW"Cegfowfla EnWron asntN QwAly Act (CE"� this C= awy be subjed to addBorW adfooll fees to aka Inved en etfe scfioel tACt9 schools. White (school district), Yell (building department), pink (-pliant). 1ZL&CA t�;2. �'Y'iCtA1-W' 1 j/ 30 0 x l a fee:of,"�,'( T'd dLOcTO 90 DE .Jew Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING February 14, 2006 Joe Hupp 14748 Masterson Wy. Chico, Ca. 95954 Assessor Parcel Number: 040-400-012 & 013 Building Permit Number: 06-0288 Thank you for submitting the plans for your building project. The plans have been reviewed and 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. COMMENTS: 1. Provide three complete sets of Butler Building Plans. ' 2. Provide name of special inspector for high strength bolts, and field welds if applicable. 3. Provide Title 24 Energy calculations. J 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. 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. Bill Barron Plans Examiner cc: , North Valley Building Systems 9 Three Sevens Ln. Chico, Ca. 95973 Philo Hunt, P.E. Plan Check Engineer 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: 1. The special inspector shall observe the work assigned for conformance with the approved design, drawings and specifications. 2. 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 'afinal 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 not to 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: 1 of 1 ti PLAN REVIEW RESPONSE FORM in 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 AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER C>4 O- e -t 00 - (:)17- I O C- OZ -08 RESPONSE FOR PLAN CHECK LETTER DATED: 2!/L4/ o G --•^""" `` • ` LUGATION ON PLA r7�r G1•�� � ...��� � `�t"'�C�l' ' q'loi. 0.S # RESPONSE BY: LOCATION ON PLANS/CALCS: ="— 1� � 1 c•�s mac' a►- _�r� . EM # RESPONSE BY: A,'/4 ti 0.S k•: c-- c�c�� CHECK ITEM # IRESPONSE BY: ON Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR owTTFo !County Center Drive °. _ ° Oroville, CA 95965 0 °.M,.:'o (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING 'February 14, 2006 . Joe Hupp 14748 Masterson Wy. Chico,Ca. 95954. Assessor Parcel Number: 040-400=012 & 013 . Building Permit Number: 06-0288. . 'Thank you for submitting the plans for your building project.. The plans have been reviewed and comments are listed below. Please respond in writing to each item by. co npleting and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear.response will expedite the re- . check and approval of this project. COMMENTS: 1. Provide three complete sets of Butler Building Plans. 2. Provide name of special inspector for high strength bolts, and field welds if applicable. 3. Provide Title 24 Energy calculations. 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. 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. Bill arron Philo Hunt, P.E. . Plans Examiner Plan Check Engineer cc: North Valley Building Systems 9 Three Sevens Ln. Chico, Ca. 95973 `. Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX SPECIAL INSPECTION NOTE Special Inspections — Uniform Building Code section -1701: In addition to theinspections 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: 1. The special inspector shall observe the work assigned for conformance with the approved design, drawings and specifications. 2. 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 4sign authority and to the. building official. 3. The special inspector shall submit a final signed report to the Butte—County—Building Divisioft 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 tohim, 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 additiotito the regular inspections performed by the Butte County Building Division. Butte County inspection approval and sign off is not to 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: •.7 r:'� ir:S j=�� Tl C:` c 0UN� A�Uc WOF�S Department C o u n t y J. Michael Crump, Director f Public Works o f B u t.. t o LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95 965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System . (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement jLESS THAN I ACRE) Project Description: 6ru Ey'-54, I I 1 Proj ect Location andlor Parcel Number: o i 0C!O — C� -- d l i r 20 �6 ery M/E By signing below, L the project, owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L 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 combitied 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: Date: 1 FOUNDATION DESIGN New Metal Building by Butler FOR J®e Hupp Hupp Ne®n 70 Loren Avenue Chico, CA CONSTRUCTED BY NUBS PREPARED BY Paul Krohn, P.E. 305 Wall Street Chico, CA 95928 (530) 894-1.165 Discussion Uplift design 1 Footing design 2-3 Lateral design 4 Check anchorage 5 Calc seismic bldg separation 6 REVISION 0 1/4/05 The enclosed calculations are for the gravity and lateral design of the foundation for a metal building. Reactions are per sheet IA; uplift governs all footing sizes. As the height / width ratio > 0.5 for both directions, the factor of safety for overturning due to wind is 1.5. n t DESIGN FOOTINGS FOR UPLIFT notes 1. As this is a retrofit with existing slab, none of the slab is available for uplift resistance. 2. Pup from page 1A of Butler plans. 3. As building h/w ratio > 0.5 for both directions, footing weight = 1.5 * PSP. Footing type 1 Pup = 4080 - 920 Ib Sides covered by slab Slab weight available. Footing wt required Footing thickness Footing width Length required 3160 Ib (longitudinal governs) 0 ea 0 Ib 4740 Ib 3.50 ft 20 in 1.67 ft 5.42 ft / side 5 ft Footing type ), ( (e) 6 raz,,-� 6 ,o,) Lo --c- f3 Pup = 4000 - 840 + 600 Ib 3760 Ib (longitudinal governs) Sides covered by slab 0 ea Slab weight available 0 Ib Footing wt required 5640 Ib Footing thickness 3.50 ft Footing width 40 in 3.29 ft Length required 3.26 ft / side 3 ft 3 in Foot2000 v2.1.72, Copyright © 1999-2004 Spyder Software 1/3/2006 11:13:18 AM R Company Info I Project Info Load Case Paul Krohn PE (Project: Hupp Neon addition 0.92 3.06 305 Wall Street (Location: K Wind Load 0.00 Chico, CA, 95928 1 , Other Loads 0.00 Phone: (530) 899-1165 (Client: Fax: (530) 899-4826 E-mail: pkrohn@chico.com (Job No.: IFooting Id: �C^✓/ F1'�- FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ Concrete Type ...................................................... ConcreteCover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Initial Allowable Soil Bearing Strength ............................ Adjust Soil Bearing Strength Based on Geometry of Footing: Depth Increase = [(3.50 - 1) * 0.2] = 50.0% Length Increase = [(5.42 - 1) * 0.2] = 88.4% Width Increase = [(1.67 - 1) * 0.2] = 13.4% Total Increase Factor = 1 + (0.500 + 0.884 + 0.134) = 2.518 Adjusted Allowable Soil Bearing Strength ........................... Wind Load Soil Bearing Strength, (1.33 increase) ................... FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... Punching Shear Stress .............................................. Beam Shear Stress .................................................. Reinforcing Standards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required Inside Column Strip....... Transverse Bottom Reinforcement Required outside Column Strip...... Gravity Only Soil Bearing .......................................... Wind Load Soil Bearing ............................................. LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 2.50 ksi HardRock 3.0 in. 40.0 ksi 12.00 in. by 12.00 in. 1.000 ksf 2.518 ksf 3.349 ksf 1.67 ft. 5.42 ft. 42.00 in. 3.23 psi n/a psi ASTM -A615 .04 in' (1-#4) .00 int .00 int .000 ksf 1.674 ksf 1.2DL + 1.6LL + 0.8WL 1.2DL + 0.5LL + 1.3WL 0.9DL + 1.3WL UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load Live Load 0.92 3.06 0.00 0.00 0.00 0 K Wind Load 0.00 0.00 5.80 Other Loads 0.00 0.00 d= 42.00" E W = 1.67' As = 1-#4 Bars a Foot2000 v2.1.72, Copyright © 1999-2004 Spyder Software Company Info I Paul Krohn PE (Project: 305 Wall Street ILocation: Chico, CA, 95928 I Phone: (530) 899-1165 (Client: Fax: (530) 899-4826 (Job No.: E-mail: pkrohn@chico.com (Footing Id: FOUNDATION PARAMETERS 1/3/2006 11:56:15 AM Project Info Hupp Neon addition F2 �9 t ,-, G E Concrete Ultimate Compressive Strength, f'c........................ Concrete Type ...................................................... Concrete Cover ........... ......................................... Steel Ultimate Strength, Fy........................................ Column Size ........................................................ Initial Allowable Soil Bearing Strength ............................ Adjust Soil Bearing Strength Based on Geometry of Footing: Depth Increase = [(3.50 - 1) * 0.21 = 50.0% Length Increase = [(3.29 - 1) * 0.2] = 45.8% Width Increase = [(3.29 - 1) * 0.2] = 45.8% Total Increase Factor = 1 + (0.500 + 0.458 + 0.458) = 2.416 Adjusted Allowable Soil Bearing Strength ........................... Wind Load Soil Bearing Strength, (1.33 increase) ................... Footing Width ...................................................... FootingLength ..................................................... FootingDepth ...................................................... Punching Shear Stress .............................................. Beam Shear Stress .................................................. Reinforcing Standards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required for Strength .............. Gravity Only Soil Bearing .......................................... Wind Load Soil Bearing ............................................. 2.50 ksi HardRock 3.0 in. 40.0 ksi 12.00 in. by 12.00 in. 1.000 ksf 2.416 ksf 3.213 ksf 3.29 ft. 3.29 ft. 42.00 in. n/a psi n/a psi ASTM -A615 .00 int .00 in' .000 ksf 1.874 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.2DL + 1.6LL + 0.8WL 1.2DL + 0.5LL + 1.3WL 0.9DL + 1.3WL UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 0.92 0.00 0.00 Live Load 3.06 0.00 �0 0 Wind Load 0.00 0.00 Otho. T. A� 0 00 0 _ 00 d= 42.00" X r r 51 1k. W = 3.29' 7 Foul .e Trot � s vPd'S�� 7 5 Tel<�� I 5 -op -d-- LtS-Or &- =6rl.,5 B CHECK ANCHORAGE . ,:v._ ..._._u .._.� _ _ Note: Loads are from the worst-case anchor loading, which occurs at the braced frame. A36 BOLTS # bolts 4 ea PEDESTAL SIZE width varies . IN shank dia 0.750 in length varies IN root dia 0.627 in height varies IN embedment 10 in min fut . 60000 psi dia for AP 12 in min distance from edge 10 in min CONCRETE fo 2500 PSI c UPLIFT note: Wind forces are upward -acting and gravity forces are downward -acting. FORCES (see sheet 9A) LOAD CASES CONSIDERED D -0.84 KIPS 0.9D+1.3W 9.77 KIPS L -3.06 KIPS 0.75*(1.4D+1.7L+1.7W) 5.54 KIPS W 8.10 KIPS (= 4.10 + 4.00) MAXIMUM UPLIFT 9.77 KIPS W/O SPECIAL INSPECTION 19.55 KIPS CALCULATE DESIGN STRENGTH IN TENSION BOLTS A,. 0.309 in^2 Pu = 0.9 * Ar.t' fut 17 kips Tgroup = 4 * Pss 66.7 kips CONCRETE AP 113 in12 1 (normal wt) reinforcing provided) M Po= k 4' Ap" SQRT(fo) 19.2 kipsaLe s Cr. SHEAR` FORCES (see sheet 1A) D 0.00 KIPS L 0.00 KIPS W 7.40 KIPS (= 1.40 + 6.00) LOAD CASES CONSIDERED 1.4D+1.7L 0.00 KIPS 0.9D+1.3W 9.62 KIPS 0.75*(1.4D+1.7L+1.7W) 9.44 KIPS MAXIMUM SHEAR 9.62 KIPS W/O SPECIAL INSPECTION 19.24 KIPS CALCULATE DESIGN STRENGTH IN SHEAR BOLTS Ash.nk 0.442 in^2 V. = 0.75 * Ash.nk * fut 20 kips Ugroup = 4 * Vss 80 kips CONCRETE 1 (normal wt) 0.85 (reinforcing provided) de 10 in � * Vo = * a, * 2 dee . SQRT(f c) 26.7 kips / anchor bolt (free edge < 10 * dia) VC= 800*Ab* SQRT(fo) 15.0 kips / anchor bolt (free edge > 10 * dia) lGq . 7 1. The design strength of the weakest anchor times the number of anchors. 15.0 * 4 = 0.1 kips/assembly 2. The design strength of the row of anchors nearest the free edge in the direction of shear times the number of rows. 30.0 * 2 = 60.1 kips /assembly 3. The design strength of the row farthest from the free edge in the direction of shear. 30.0 * 2 r 60.1 1kips / assembly CHECK COMBINED LOADING FOR THE GROUP OF BOLTS Pu 9774 lb Vu 9620 lb P55 66693 lb PC 19227 Ib Vc 60083 Ib V. 79522 Ib PAV ..� ....I PI i 0.19 OK 5 5 1 PU 3 3 � Pc +(�V� c N TPU+(Tvu,-s 0.44 OK 0.04 OK CALCULATE BUILDING SEPARATION Amt FORCE FRAME DIS- PLACEMENT, X ELEVATION OF BRACED BAY Frame width Frame height Rod length Rod tension Rod diameter Rod E 30 ft 14 ft 33 ft 1800 lb 0.625 in 2.90E+07 psi 1'5 l ;r- 13,t/P'- Carts CALCULATE ROD ELONGATION, X,,, Xrod=4*T*L/(d"2*E*7c) 0.08 in CALCULATE X X = frame width / rod length* Xrod 0.07 in CALCULATE Am Am=0.7*2.8*X 0.14 in CALCULATE BUILDING SEPARATION A,,,t Assume buildings are similar Amt = SQrt (2 * Am) 0.20 in 1 FOUNDATION DESIGN New Metal Building by Butler FOR Joe Hupp Hupp Neon 70 Loren Avenue Chico, CA CONSTR UCTED BY NVBS. PREPARED BY Paul Krohn, P.E. 305 Wall Street Chico, CA 95928 (530) 894-1165 Discussion Uplift design 7 Footing design 2-3 Lateral design. 4 Check anchorage 5 Calc seismic bldg separation 6 REVISION 0 1/4/05 The enclosed calculations are for the gravity and lateral design of the foundation for a metal building. Reactions are per sheet IA; uplift governs all footing sizes. As the height / width ratio > 0.5 for both directions, the factor of safety for overturning due to wind is 1.5. LM i DESIGN FOOTINGS FOR UPLIFT dA3'h r x�':i' Yrg "r •`'S'C5- .n,il-x i2 yY++:;, w notes 1. As this is a retrofit with existing slab, none of the slab is available for uplift resistance. 2. PSP from page 1A of Butler plans. 3. As building h/w ratio > 0.5 for both directions, footing weight = 1.5 * Pup - Footing type 1 L►lo-e- 4 6� lo -Lv / L 1 (Z PSP = 4080 - 920 Ib 3160 Ib (longitudinal governs) Sides covered by slab 0 ea Slab weight available 0 Ib Footing wt required 4740 lb Footing thickness 3.50 ft Footing width 20 in 1.67 ft Length required 5.42 ft /side 5 ft 5 in Footing type -�, 6� lo -Lv / L 1 (Z Pup = 4000 - 840 + 600 Ib 3760 lb (longitudinal governs) Sides covered by slab 0 ea Slab weight available 0 Ib Footing wt required 5640 lb Footing thickness 3.50 ft Footing width 40 in 3.29 ft Length required 3.26 ft / side 3 ft 3 in Foot2000 v2.1.72, Copyright © 1999-2004 Spyder Software 1/3/2006 11:13:18 AM r Company Info I Project Info Paul Krohn PE (Project: Hupp Neon addition 305 Wall Street (Location: 0.92 0.00 Chico, CA, 95928 1 1 3.06 Phone: (530) 899-1165 (Client: �< C ) Wind Load Fax: (530) 899-4826 E-mail: pkrohn@chico.com (Job No.: (Footing Id: F1�- -ifs l FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ ConcreteType ...................................................... Concrete Cover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Initial Allowable Soil Bearing Strength ............................ Adjust Soil Bearing Strength Based on Geometry of Footing: Depth Increase = [(3.50 - 1) * 0.21 = 50.0% Length Increase = [(5.42 - 1) * 0.2] = 88.4% Width Increase = [(1.67 - 1) * 0.2] = 13.4% Total Increase Factor = 1 + (0.500 + 0.884 + 0.134) = 2.518 Adjusted Allowable Soil Bearing Strength ........................... Wind Load Soil Bearing Strength, (1.33 increase) ................... FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... Punching Shear Stress .............................................. Beam Shear Stress .................................................. Reinforcing Standards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required Inside Column Strip....... Transverse Bottom Reinforcement Required Outside Column Strip...... Gravity Only Soil Bearing .......................................... Wind Load Soil Bearing ............................................. LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 2.50 ksi HardRock 3.0 in. 40.0 ksi 12.00 in. by 12.00 in. 1.000 ksf 2.518 ksf 3.349 ksf 1.67 ft. 5.42 ft. 42.00 in. 3.23 psi n/a psi ASTM -A615 .04 in (1-#4) .00 int .00 in' .000 ksf 1.674 ksf 1.2DL + 1.6LL + 0.8WL 1.2DL + 0.5LL + 1.3WL 0.9DL + 1.3WL UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 0.92 0.00 0.00 Live Load 3.06 0.00 0 �< C ) Wind Load 0.00 0.00 5.80 -ifs l Other Loads 0.00 0.00 d= 42.00" ►S W = 1.67' As = 1-#4 Bars 2- 0 gG 0e���� �q Cover = 3.00" Foot2000 v2.1.72, Copyright © 1999-2004 Spyder Software Company Info I Paul Krohn PE (Project: 305 Wall Street ILocation: Chico, CA, 95928 1 Phone: (530) 899-1165 (Client: Fax: (530) 899-4826 (Job No.: E-mail: pkrohn@chico.com IFooting Id: FOUNDATION PARAMETERS 1/3/2006 11:56:15 AM Project Info Hupp Neon addition F2 ci 1 , \ G U Concrete Ultimate Compressive Strength, f'c........................ Concrete Type ...................................................... Concrete Cover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Initial Allowable Soil Bearing Strength ............................ Adjust Soil Bearing Strength Based on Geometry of Footing: Depth Increase = [(3.50 - 1) * 0.2] = 50.0% Length Increase = [(3.29 - 1) * 0.2] = 45.8% Width Increase = [(3.29 - 1) * 0.21 = 45.8% Total Increase Factor = 1 + (0.500 + 0.458 + 0.458) = 2.416 Adjusted Allowable Soil Bearing Strength ........................... Wind Load Soil Bearing Strength, (1.33 increase) ................... Footing Width ...................................................... FootingLength ..................................................... FootingDepth ...................................................... Punching Shear Stress .............................................. Beam Shear Stress .................................................. Reinforcing Standards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required for Strength .............. Gravity only Soil Bearing .......................................... Wind Load Soil Bearing ............................................. 2.50 ksi HardRock 3.0 in. 40.0 ksi 12.00 in. by 12.00 in. 1.000 ksf 2.416 ksf 3.213 ksf 3.29 ft. 3.29 ft. 42.00 in. n/a psi n/a psi ASTM -A615 00 in' 00 int .000 ksf 1.874 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.2DL + 1.6LL + 0.8WL 1.2DL + 0.5LL + 1.3WL 0.9DL + 1.3WL UNFACTORED LOADS: Load Case FY (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 0.92 0.00 0.00 Live Load 3.06 0.00 _0 00�_%t,Ysr�l Wind Load 0.00 0.00 (. ni-' c T. A� n nn n _ nn d= 42.00" X r�s51Z . . r -+ � W = 3.29' 3 Tnoi V\ 5 d e. -se- p DIL -4 CU t O,C-j--t b.0t, dao !-evi ' zt,� s 3" ►s -U ftF- Lt Is --l/ ,l / r.. -t-I -e CHECK ANCHORAGE !eY. .^:i-:Yi:ii:•iq.� _ u:w....x:��:x:..:�:._....wv..:a.v.,:.._.�:'c+: .... .. �. .: ., � -. . _ .........._...c... ...x.-.:..'•�...x.:.............»».._�..»...,�..c�_.,.:.-..,...�x.:..:..,.x».._.........,..,...,_v.u.:..............._......�,:_.ya.u...- ' �. �......_ - x:�u:la...... � ........._...... .........._.._. ...... ., n... _......w�.=x�4..wr. Note: Loads are from the worst-case anchor loading, which occurs at the braced frame. A36 BOLTS # bolts 4 ea PEDESTAL SIZE width vanes IN shank dia 0.750 in length varies IN root dia 0.627 in height vanes IN embedment 10 in min . f, t . 60000 psi dia for AP 12 in min distance from edge 10 in min CONCRETE fc 2500 PSI UPLIFT note: Wind forces are upward -acting and gravity forces are downward -acting. FORCES (see sheet ?A) LOAD CASES CONSIDERED D -0.84 KIPS 0.9D+1.3W 9.77 KIPS L -3.06 KIPS 0.75*(1.4D+1.7L+1.7UV) 5.54 KIPS W 8.10 KIPS (= 4.10 + 4.00) MAXIMUM UPLIFT 9.77 KIPS W/O SPECIAL INSPECTION 19.55 KIPS CALCULATE DESIGN STRENGTH IN TENSION BOLTS A,,� 0.309 in^2 PSS = 0.9 * Aroot * fut 17 kips T9rouP = 4 * PSS 66.7 kips CONCRETE AP � * Pc = � * % * 4 * AP* SQRT(fc) 113 in^2 1 (normal wt) reinforcing provided) 19.2 kips s NI- SHEAR FORCES (see sheet 1A) D 0.00 KIPS L 0.00 KIPS W 7.40 KIPS (= 1.40 + 6.00) (0 LOAD CASES CONSIDERED 1.4D+1.7L 0.00 KIPS b.9D+1.3W 9.62 KIPS 0.75*(1.4D+1.7L+1.7W) 9.44 KIPS MAXIMUM SHEAR 9.62 KIPS W/O SPECIAL INSPECTION 1 19.24 1 KIPS CALCULATE DESIGN STRENGTH IN SHEAR BOLTS Ashank 0.442 in^2 VSs = 0.75 * Ashank * fut 20 kips V9roup = 4 * Vss 80 kips CONCRETE de Vo = k * 2 7t * del * SQRT(fc) 1 (normal wt) 0.85 (reinforcing provided) 10 in 26.7 kips / anchor bolt (free edge < 10 * dia) Vo= X * 800 * Ab* SQRT(fo) or te- 15.0 kips / anchor bolt (free edge > 10 * dia) ot 7l 1. The design strength of the weakest anchor times the number of anchors. 15.0 * 4 A0.1 kips / assembly 2. The design strength of the row of anchors nearest the free edge in the direction of . shear times the number of rows. 30.0 2 = 60.1 kips /assembly 3. The design strength of the row farthest from the free edge in the direction of shear. 30.0 * 2 r 60.1 Ikips / assembly CHECK COMBINED LOADING FOR THE GROUP OF -BOLTS Pu 9774 1b Vu 9620 lb PSS 66693 lb P, 19227 Ib V� 60083 Ib VSs 79522 Ib 1 V:, 1 19 OK (D v, ) I 5 5 1 PU 3 iIv 3 � Pc + Vc 6 (-, fTp,u,- +(T'lS 0.44 1 OK 1 0.04 1 OK y CALCULATE BUILDING SEPARATION Amt FORCE FRAME DIS- PLACEMENT, X ELEVATION OF BRACED BAY Frame width 30 ft Frame height 14 ft Rod length 33 ft Rod tension 1800 Ib Rod diameter 0'.625 in Rod E 2.90E+07 psi r5 17- !3 ,. f 1 P� C a 1G S CALCULATE ROD ELONGATION, X.,,,, Xrw,=4*T*L/(d^2*E*n) 0.08 in CALCULATE X X = frame width / rod length * Xrod 0.07 in CALCULATE Ate, Am=0.7*2.8*X 0.14 In CALCULATE BUILDING SEPARATION A,Y,t Assume buildings are similar Amt = SQrt (2 * Am) 0.20 in 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: o Date:. 218 Assessor Parcel Number-: OVp— y0Building Permit Number: Occupancy of Building: 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 maybe 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 BuildinghDivision, Signature of the Building Owner: Mailing Address: Telephone Number: 261 _7703 a,ao �rSg27'%73� Butte County Department of-Develop171e12t 5'el-vlces °�UTr 0 7 County Center Drive - ° Oroville, CA 95965 , _` , (530) 538-7601 Telephone ° ° -. _. (530) 538-7785 Facsimile 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: 0 1 need to submit applications for septic and/or well to Butte County Environmental Health immediately. • 1 ani required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. i 1 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: Applicant Name: 1 Building site address: %O Lore ry Avc . APN: Oi-0 -t O -0'012 13 Permit No.: 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: ,,IQ OF APPLICANT DATE l/ 4 Copy to Applicant/EH/File K:Fortis/Bldg?ermitwithoutClearences 020705 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER Firm Name Address /tom. Loge Nature of Business 214 Contact Person J0� APN QW - yl) - 0 — 0/9, Phone # , -3 ys, 70 9 9 1. Vlesyo r usiness or that of your tennants handle, store, or transport hazardous materials? NO 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? ONO DYES 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 )chool site? 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? )KNO 0 YES IF YES, contact the Butte County Air Pollution Cc^irol District (916-891-2882) for permit requirements. Owner or Authorized Company Representat'—-Ub IS nature) (Date) BCEHD BCAPCD The applicant has m 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 • 0 YELLOW - Env. Health 0 PINK - APCD 0 GOLDENROD - Fire Dept. �.„ i.ti�,�,��'�'"'�r✓�`�--..�.+►'�i,�.(�,�.�v+'F""�t��J'�(i�ti+^'r�i,r,{'�j,-„";.( ryyQ-.+i<°1y...u'�,�,�'s 5-h--�+lirC.:��,�:;{�ti.�-,,,�� �''f�'�%ti; F i -n, BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER APN QW - 90 -O -O« X13 Firm Name T v Address 70 minx, Nature of Business. S/!N J Contact Person VD Phone # $30 -3v"?fjl a 1. Wesyo r usiness or that of your ten nants handle, store, or transport hazardous materials? N O jY 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? ONO OYES 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 s0ohool or %C"rhool site? NO DYES 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? )9 °NO ❑ YES IF YES, contact the Butte County Air Pollution Cofrjrol gistrict (915-891-2882) for permit requirements. Owner or Authorized Company Representa BCEHD 'BCAPCD C 2--8-06 to ) The applicant has metro.-drneeting 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. El11 The 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:: � - •-; ,�..- w= � '".;tri �''' �"' � � d�-='��?''''~""+''"'''g` BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER Firm Name Address Nature of Business Contact Person —1O C • �' qS c Z b Phone # 1. Cies yo • r business or that of your tennants handle, store, or transport hazardous materials? 4WNO 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 ❑ 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 chool site? NO OYES 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? 'Q-rNO ❑ YES IF�YES, contact the Butte County Air Pollution Co trot District (916-891-2882) for permit requirements. Owner or Authorized Company Representative (Si nature) (Date) BCEHD 4BCAPCD The applicant has met�oj�.i meeting the applicable requirements of Section 25505, 0 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. 0 The Above Regulations Do. Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept ❑ YELLOW- Env. Health ❑ PINK - APCD ❑ GOLDENROD- Fire Dept. a IMi"✓'�'"";+"�1.�..ti.tw7'rk`^�v wt'",.i,°!�aY'"'�t1y.siiti•/+�li �i�"ai'+f�'r�1�..rti.►�`.�r4,:..*!4..��.p. .�.�' t BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER APN 0410 ' 0 Oi _ Firm NameGiJ Address /70 G�.C�► �"l{,,,'v� S �Z , Nature of Business Contact Person s + Phone # � © V 7u 7 la > 1. �g'es yoNVA#$ usiness or that of your tennants handle, store, or transport hazardous materials? X` f�j�iNO 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 ❑ 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. ;.x .. r 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or ch site? ANO 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? 7NO 1:1YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative'" 4/—L...,' (Signature)' (Date) BCEHD 'BCAPCD The applicant has met•or i meeting the applicable requirements of Section 25505, El25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. ElThe Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept ❑ YELLOW- Env. Health ❑ PINK - APCD ❑ GOLDENROD- Fire Dept. �r• 3 3C BUTLER A BlueScope Steel Company BUTLER MANUFACTURING COMPANY 7440 Doe Avenue Visalia, California 93291 Phone: (559) 651-5312 Fax: (559) 651-5395 www.butlermfg.com CUSTOMER: Hupp Neon LOCATION: Chico, California BUILDER: North Valley Building Systems, Inc. BUILDING SIZE UNIT 1: 30' 0" x 25' 0" x 14' BMC ORDER NO.: 135268 BUILDER ORDER NO: 05-223 DESIGNER: Edward Valdez DATE: 12/12/05 BUTTE COUNTY BUILDING DIVISION APPROVED I AULL Ur GUN I LN 1, UNIT 1 DESIGN CRITERIA: D1 SPECIFICATIONS: 1 ROOF SECONDARIES: 5 WALL SECONDARIES: 12 ENDWALL STRUCTURALS: 14 LONGITUDINAL BRACING: 16 WALL PANEL: ROOF PANEL: FRAME DESIGN: F1 FRAME CONNECTIONS: S1 Q� ESS/ <!k O G,, C 34763 rn rn W EXP. 9/30/ o CIVIL F�4�,� Of .. 4Ceur�ER6- A BlueScope Steel Company Attn: Andy Wood North Valley Building Systems, Inc. #9 Three Sevens Lane, Suite 5 Chico, CA 95973 TO WHOM IT MAY CONCERN: BUTLER MANUFACTURING COMPANY 7440 Doe Avenue Visalia, California 93291 Phone: (559) 651-5312 Fax: (559) 651-5395 www.butlermfg.com December 12, 2005 End Customer: Hupp Neon Location: Chico, California Description: 30' 0" x 25' 0" x 14' Butler Order Number: 135268 Builder Order No: 05-223, Please accept this letter as our Certification that the Butle® components of the subject building are designed in accordance with the purchase order (and documents accepted as a part thereof), the 1989 edition (ASD) of the AISC Specification for Structural Steel Buildings and the 1986 edition of the AISI Specification for the Design of Cold -Formed Steel Structural Members. The governing design code is the 1997 Edition of the Uniform Building Code. The following loads are applied in accordance with the governing code: \\ Building Use Category Dead Load Roof Collateral Load Wind Speed Wind Enclosure Seismic Criteria Soil Profile Roof Live Load 4 Standard Occupancy Structure 1.2 psf+ Frame Weight 1 psf (Lights) 80 mph, Exposure C Enclosed Zone= 3 Sd 20 psf (Reducible) Collateral load is included with gravity loads in determining critical stresses. Load combinations are in accordance with the governing code. These Butler components, when properly erected on an.adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the above loading requirements. The design of this building for wind load assumes that components not supplied by Butler are designed to sustain the same design wind speed as the walls in which they are installed. This certification does not cover field modifications or design of material not furnished by Butler Manufacturing Company. The design of this building was performed and produced in one or more of Butler. Manufacturing Company's facilities located in Annville, PA, Birmingham, AL, Burlington, ONT, Galesburg, IL, Kansas City, MO, Laurinburg, NC, Monterrey, Mexico, San Marcos, TX and Visalia, CA. All listed facilities are Category MB certified by the American Institute of Steel Construction. Q� F ASSf� 9 Cor 'ally y s, �O J Y Shawn J. Harder, P.E. WC 34763 Z, Project Engineer cc: Edward Valdez j EXP. 9/30/0 �;► Order File 0: CIVIOF DATE: 12/12/05 D E S I G N C R I T E R I A R E P O R T PD120ODDC TIME: ------------------------------ 02:53 PM ------------------------------------------------------------- -----=-------- --------------------------- PAGE 3> 1 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 05-223 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE #. 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRSS 30' 0" 25' 0" 14' 811 20 PSF 80 MPH UBC 97 1.067:12 (COLUMN SHAPE) (COLUMN KNEE) (COLUMN OFFSET) (GIRT DEPTH) ------------------------------------------------------------------------------------------------------------------------------------ LSW: STRAIGHT RSW: STRAIGHT LSW: HORIZONTAL RSW: HORIZONTAL LSW: 8" RSW: 8" LSW: 8" RSW: 811 --------------------------------------------------------------------- 1. DESIGN SPECIFICATIONS 1.1 All structural mill sections or welded -up plate sections are designed in accordance with the 1989 edition of the AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 1.2 All cold -formed structural members are designed in accordance with the 1986 edition of the AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. 1.3 All welding shall be done in accordance with the AMERICAN WELDING SOCIETY CODE FOR BUILDING CONSTRUCTION. 2. MATERIAL SPECIFICATIONS (Minimum Fy and Fu in ksi) Built-up Sections matl <=111 thick and <=12" wide... Fy = 55. Built-up Sections matl >1" thick or. >12" wide*.. Fy = 50. Wide flange Sections (unless noted) Fy = 36. Cold -formed Members.up to .120 thickness .......... Fy = 60. over .120 thickness .......... Fy = 55. Galvanized Material .......... Fy = 42. Brace Rods up to 3/4" diameter .................... Fu = 80. over 3/4" diameter .................... Fu = 70. Roof Cover NONBMC 00 Gage Wall Cover OPEN Wall Cover NONBUTLER ------------------------------------------ --------------- 3. SPECIFIED DESIGN LOADS AND BUILDING CODE 3.1 BUILDING CODE: The 1997 edition of the "Uniform Building Code" by the International Conference of Building Officials (ICBO). 3.2 DESIGN LOADS Terrain Cat/Wind Exp C Dead Load 4.0 + Frame Weight Roof Live Load 20 psf Exposure of Roof Partial Exposed Rf Thermal Condition Normal Collateral Load 0 psf Wind Speed 80 mph Seismic Zone 3 Snow Importance Factor -1.000 Wind Importance Factor 1.000 Seismic Importance Factor 1.000 Min County Ground Snow 0 psf Building Use Category 4 (GENERAL USE) DATE: 12/12/05 D E S I G N C R I T E R I A R E P O R T PD120ODDC TIME: ------------------------------------------------------------------------------------------------------------------------------------ 02:53 PM PAGE ;> 2 ORDER # 135268 BUILDER.- NORTH VALLEY BUILDING S BLDR ORDER # 05-223 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND). (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRSS 30' 0" 25' 0" 14' 8" 20 PSF 80 MPH UBC 97 1.067:12 (COLUMN SHAPE) (COLUMN KNEE) (COLUMN OFFSET) (GIRT DEPTH) -----.-------------------------------------- LSW: STRAIGHT RSW: STRAIGHT LSW: HORIZONTAL RSW: HORIZONTAL ----------------------------------------------------------------------------------------- LSW: 8" RSW: 8" LSW: 8" RSW: 8" ---------------------------------------------------------------------------------------------------------------------------------- ACTUAL_DESIGN LOADS LIVE LOAD INTERMEDIATE FRAME ENDWALL STRUCTURALS ROOF STRUCTURALS none 20.0 psf FEW 20.0 psf BAYS: 1 20.0 psf REW COLLATERAL LOAD INTERMEDIATE FRAME none WIND SPEED INTERMEDIATE FRAME none ENDWALL STRUCTURALS ROOF STRUCTURALS none 1.00 psf BAYS: 1 ENDWALL SIDEWALL STRUCTURALS STRUCTURALS BRACING 80.00 mph FEW 80.00 mph RSW 80 mph 80.00 mph REW 80.00 mph LSW ROOF STRUCTURALS 80.00 mph BAYS: 1 WIND COEFFICIENT (* INDICATES OVERRIDE) PRESSURE SUCTION UPLIFT All girts 0.900 -0.900 Roof Structurals -1.000 Bracing 0.800 -0.500 ---------------------------=------------------------------=----------------------------------------------------------------------- DATE: 12/12/05 D E S I G N D A T A R E P O R T PD120ODSN TIME: 03:19 PM --------=--------------------------------------------------------------------------------------------------------------------------- 0-00-01 GLOBAL DATA LRSS DESIGN SPECIFICATIONS PAGE 1 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 05-223 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon, ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION --------------------------------------------------------------------------------------------------------=--------------------------- LRSS 30' 0" 25' 0" 14' 8" 20 PSF 80 MPH UBC 97 1.067:12 1 .DESCRIPTION 1.1 GENERAL The primary structural system consists of rigid frames designed as clear span or with interior columns'as a modular rigid frame. The end frames consist of H -Section beams and H or C Section posts arranged as described. below. Purlins and eave struts spanning between the frames support the roof panels. The wall panels span from the base to the eave and may be supported at the intermediate points by girts spanning between the frames. 1.2 RIGID FRAMES The rigid frames consist of tapered or straight welded -up plate section exterior columns and roof beams with bolted splices. For modular frames, interior columns are straight sections. The minimum yield of the steel used for flanges and webs is 55 ksi. 1.3 END FRAMES Endwall framing has two options: (1) H -Section roof beams and Light gage "C" Section posts or H -Section posts designed as a pinned frame. Lateral support is provided by cross bracing in the plane of the endwall or in the roof. Endwall roof beams and'H-Section posts are welded members using 55 ksi steel for flanges and webs. "C" Section posts may be single or double 12" members fabricated from 60 ksi minimum yield material. (2) H -Section roof beams and posts designed as a modular rigid frame. Lateral support is provided by frame action and. bracing in the plane of the endwall where required. The minimum yield of the steel used for flanges and webs is 55 ksi. 1.4 SECONDARY FRAMING The secondary framing consists of purlins, girts,and eave struts cold -formed from 60 ksi minimum yield material. Purlins and girts are Z-shaped members and eave struts are C-shaped. 2 DESIGN SPECIFICATIONS All structural mill sections or welded -up plate sections are designed in accordance with the.AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. All cold -formed structural members are designed in accordance with the AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. DATE: 12/12/05 D E S I G N D A T A R E P O R T PD120ODSN TIME: 03:19 PM ------------------------------------------------------------------------------------------------------------------------------------ 0-00-01 GLOBAL DATA LRSS DESIGN SPECIFICATIONS PAGE 2 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 05-223 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia COMPLEX - NO (TYPE). (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRSS --------------------------------------------------------------------------------------------------------------------=--------------- 30' 0" 25' 0" 14' 8" 20 PSF 80 MPH UBC 97 1.067:12 3 METHOD OF ANALYSIS 3.1 RIGID FRAMES The rigid frame is designed using the stiffness analysis method. The frame is designed with pinned connections at the column bases. Modular frames with interior columns are designed with pinned connections at the column top. The indeterminate reaction analysis for this frame uses the energy method considering bending only. To account for the changing sections of the frame, summations are obtained by dividing the frame into a number of individual sections and adding the frame coefficients of these sections. 3.2 ENDWALL FRAMING Endwall framing has two options. Option 1 is a Pinned Endwall consisting of H -Section roofbeams designed as simple or continuous supported by endwall posts designed as pinned end members. Option 2 is a Rigid Endwall consisting of H -Section roof beams and posts designed as modular rigid frames with or without endwall bracing. g of 3.2.1 Pinned Endwall Option 3.2.1.1 Endwall Posts Endwall posts will be designed as pinned end members (simple -span) to resist the moment and shear caused by wind load from the tributary wall area and the axial load caused by the vertical forces (dead.load, live load, uplift) from the tributary roof area. All roof and wall loads will be considered uniformly distributed. Endwall posts will be assumed to be loaded through the shear center. The posts will be considered adequately braced against torsional- flexuraly buckling by the panels and girts. Girt locations will be considered inner and outer flange brace points. Moments and forces will be determined in accordance with the above specifications and procedures. 3.2.1.2 Endwall Roof Beams Endwall roof beams will be designed as simple span or continuous members depending on post arrangement. Eave connections will be considered to provide pinned end support as will the ridge connection when a post is situated under the ridge. The roof beams will be designed to resist the shear and moment caused by the dead load, live load, and wind uplift applied to the tributary roof area. The endwall panel weight (1.1 psf x eave height) will be deducted from the applied uplift load. Purlins will brace the top flange and flange braces will brace the bottom flange of roof beams. Allowable moment capacity will be computed in accordance with the AISI Specification. Moments and forces will be determined in accordance with the above specifications and procedures. 3.2.2 Rigid Endwall Option The rigid frame endwall consists of straight welded -up plate section corner columns, endwall posts, and roof beams with bolted splices. The minimum yield of the steel used for flanges and webs is 55 ksi. Endwall posts are designed as pinned end members (simple span) to resist the moment and shear caused by the wind load on the endwall and axial load caused by the vertical forces from the roof. Some frames will also be designed with rod bracing attached at the base and top of the endwall post to act in conjunction with the rigid frame action of the. frame to resist the force caused by the wind load on the sidewalls. DATE: 12/12/05 D E S I G N D A T A R E P O R T PD1200DSN TIME: 03:19 PM 0-00-01 GLOBAL DATA LRSS DESIGN SPECIFICATIONS PAGE 3 ------------------------------=------------------------------------------------------------------------------=---------------------- ORDER # 135268 BUILDER - NORTH.VALLEY BUILDING S BLDR ORDER # 05-223 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME -,Hupp Neon ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION --------=--------------- =-------------------------------------------------------------------------- LRSS 30' 0" 25' 0" 14' 8" 20 PSF 80 MPH UBC 97 1.067:12 --------------------------------- 3.3 SECONDARY FRAMING 3.3.1 Purlins, Eave Struts, And Girts Purlins and girts may be designed as simple span or continuous beams. Eave struts are designed as simple span beams. All members are designed using the stiffness analysis method. The purlins and eave struts are designed for the shear and moment caused by live load or uplift on the tributary roof area .and the axial load caused by wind on the tributary endwall area. The girts are designed for the shear and moment caused bywind pressure or suction applied to the tributary wall area. All loads are assumed uniformly distributed, but tapered and concentrated loads -can be input and considered in the design. The section is optimized for either allowable forces, moments, or live load deflection in accordance with the above listed specifications and procedures. 3.3.2 Roof Panels Panels will be designed as continuous span members. All live or snow loads and wind pressure or suction are assumed uniformly distributed. 3.3.3 Wall Panels Panels will be designed as simple span (no girts) or continuous span.(with girts) members. The panels will be designed assuming a uniformly distributed wind pressure or suction. Maximum panel spans will be developed in accordance with the above specifications and procedures. 3.4 WIND BRACING The standard wind bracing is provided by using brace rods. Alternate wall bracing can be provided by using portal frames, wind posts, or panel diaphragms. Brace rods will be designed as tension members in accordance with the applicable provisions of AISC. Rods 0.75 inch in diameter and less will have a minimum 80 ksi ultimate tensile strength. Rods larger than 0.75 inch in diameter will have a minimum 70 ksi ultimate tensile strength. Bracing design based on panel diaphragm action will require a lineal footage of full height panels determined by .eave height and wind loading. DATE: 12/12/05 D E S I G N D A T A R E P O R T PD1200DSN TIME: 03:19 PM ------------------------------------------------------------------------------------------------------------------------------------ 0-00-01 GLOBAL DATA LRSS DESIGN SPECIFICATIONS PAGE 4 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 05-223 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION -------------------------------- LRSS 30' 0" 25' 0" ------------------------------------------------------------ 14' 8" 20 PSF 80 MPH UBC 97 1.067:12 Roof And Sidewall Bracing The standard wind bracing to be provided .in all buildings is a parallel chord Pratt truss in the roof and "X" diagonal rod members in the wall. The rod loads are computed by summing the windward .and leeward endwall post reactions which act between the ridge of the building and the strut whose load the brace rod is transferring. down the roof. If more than one braced bay exists, it is assumed that the accumulated wind load is distributed equally to each braced bay. Hence the sum computed above is divided by the number of braced bays. The rod load is determined by dividing the strut load by the cosine of the angle between the strut and the brace rod. The braced bay sidewall reactions are the horizontal and vertical resolution of the load in the sidewall rods. 3.4.2 Endwall Bracing The endwall bracing for the Pinned Endwall will be designed as the. lateral support system of the frame. Endwall bracing for the Rigid Endwall will be designed to act in conjunction with the rigid frame action of the frame to resist the forces.caused by the wind load on the sidewalls. DATE: 12/12/05 D E S I G N D A T A R E P O.R T. PD120ODSN TIME: 03:19 PM 1-02-01 ROOF STRUCTURALS LEFT SIDEWALL SAVE STRUTS PAGE 5 ------------------------------ ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S ---------------- BLDR.ORDER ------------------------------------------------- # 05-223 BLDR ACCOUNT #. 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION -------------------------------- LRSS 30' 0" 25' 0" ------------------------------------------------------------------- 14' 8" 20' PSF 80 MPH UBC 97 1.067:12 --------------------------------- SPANS AND UNIFORM LOADS( FT & PSF) +----------------------------------------------------------+ BAY SPAN LOAD UNIFORM LOADS _ NUMBER WIDTH DL CLL LL WPRESS WSUCT +------------------------------------------------:----------+ 1 24.00 2.10 3.0 0.0 20.0 0.0 33.9 NOTES:. MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. EAVE STRUT BRACE LOCATIONS +----------------------------------------------- BAY LOCATION/ NUMBER POSITION . +----------------------------------------------------------------------- 1 9.50 14.50 BOTH BOTTOM NOTES: EAVE STRUT BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST.THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------+--------------------------- ---------------- FRONT --------- --+ SECTION PROPERTIES (ACTUAL FURNISHED PART) +----------------------------------- ----------------------------------------------------------------- =-------------+ BAY' PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) +---------------------------------------------------------------------- 1 0540522 299-4 8.00 0.113 0.070 60.00 3.50 0.31 1.38 _ 1.88 18.62 3.40 NOTES: MINTHK = MINIMUM DESIGN THICKNESS. FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +------------------------------+----------------------------------------=+ 1 DL + LL -0.02 0.07 0.00 0.00 2 DL + WL (S) 0.03 -0.09 0.00 0.00 3 DL + EQL/1.4 0.00 0.00 0.00 0.00 4 DL + EQR/1.4 0.00 0.00 0.00 0.00 SECTION PROPERTIES (ACTUAL FURNISHED PART) +----------------------------------- ----------------------------------------------------------------- =-------------+ BAY' PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) +---------------------------------------------------------------------- 1 0540522 299-4 8.00 0.113 0.070 60.00 3.50 0.31 1.38 _ 1.88 18.62 3.40 NOTES: MINTHK = MINIMUM DESIGN THICKNESS. DATE: 12/12/05 D E S I G N D A T A R E P O R T PD120ODSN TIME: 03:19 PM ------------------------------------------------------------------------------------------------------------------------------------ 1-02=01 ROOF STRUCTURALS LEFT.SIDEWALL EAVE STRUTS PAGE 6 ORDER # 135268 BUILDER.- NORTH VALLEY BUILDING S BLDR ORDER # 05-223 BLDR ACCOUNT # 20-04-007-90 BLDR. CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRSS ------------------------------------------------------------------------------------------------------------------------------------ 30' 0" 25' 0" 14' 8" 20 PSF 80 MPH UBC 97 1.067:12 DESIGN DATA SUMMARY +--------------------------------------------------------------------------------------------------------------------------------=-+ BAY *********** SHEAR *********** ***********COMBINED AXIAL & BENDING ********** * COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW ------------------------------ 1 0.0 0.7 2.4 0.273 1 12.0 47.2 166.7 0.00 29.30 0.283 1 12.0 0.1 47.2 0.080 1 1.8 21.9 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS) AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACT = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 12/12/05 D E S I G N D A.T A R E P O R T PD1200DSN TIME: ------------------------------------------------------------------------------------------------------------------------------------ 03:19 PM 1-02-01 ROOF STRUCTURALS RIGHT SIDEWALL EAVE STRUTS PAGE . 7 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 05-223 BLDR ACCOUNT # 20-,04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------ # 1 BLDG DESCRIPTION LRSS 30' 0!' 25' 0" =----------- =----------------------------------------------------------------- 14' 8" 20 PSF 80 MPH UBC 97 1.067:,12 SPANS AND UNIFORM LOADS( FT & PSF) +----------------------------------------------------------+ BAY SPAN LOAD UNIFORM LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT +----------------------------------------------------------+ 1 24.00 1.99 3.0 0.0 20.0 0.0 33.9 NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. EAVE STRUT BRACE LOCATIONS +-----------------------------=--------------------------------------------------------------------------------- BAY LOCATION/ + NUMBER POSITION +------------------------------------------------------------ 1 9.50 14.50 BOTH BOTTOM NOTES: EAVE STRUT BRACE LOCATIONS ARE MEASURED STARTING FROM THE. -FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------+-----------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN -K) +------------------------------+------------------- 1 DL + LL -0.02 0.06 0.00 0.00 2 DL + WL. (S) 0.03 -0.09 0..00 0.00 3 DL + EQL/1.4 0.00 0.00 0.00 0.00 4 DL + EOR/1.4. 0.00 0.00 0.00 0.00 SECTION PROPERTIES (ACTUAL FURNISHED PART) +------------------------------------------------ ---------------------------------------= BAY PART LENGTH' DEPTH THICK MINTHK FY FLG RAD LIP .' AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) , (IN**4) +-------------------------- ------------- --------------------------------- -----=----------------------=---- -----+1 0540505 299-4 8.00 0.096 0.067 60.00 3.50 .0..31 1.38 1.61 15..98 2.9.4 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DATE: 12/12/05 D E S I G N D A T A R E P O R T PD120ODSN TIME: -------------------------------------------------------------------------------------------------------------------=---------------- 03:19 PM 1-02-01 ROOF STRUCTURALS RIGHT SIDEWALL EAVE STRUTS PAGE 8 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 05-223 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia COMPLEX - NO (TYPE). (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ---------- # 1 BLDG DESCRIPTION ----------------------------------------------------------------------------------------------------------- LRSS 30' 0" 25' 0" 14' 8" 20 PSF 80 .MPH UBC 97 1.067:12 DATA SUMMARY +------------------------------------------------------------------------------------------------------------------ ---------- ---,-+ BAY *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** * COMBINED SHEAR.& BENDING **� STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ..ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW - +----------------------------------------=------------------------------------------------------ 1 0.0 0.6 1.6 0.391 1 12.0 44.2 132.6 0.00 24.00 0.333. 1 12.0 0.1 44.2 0.111 1- 1.6 16.7 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF.CRITICAL.COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS) AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACT = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 12/12/05 D E S I G N D A T AR E P O R T PD120ODSN TIME: 03:19 PM 1702-01 ROOF STRUCTURALS RIGHT SLOPE PURLINS. PAGE 9 ---------------- -------- --- ORDER # 135268 BUILDER - NORTH.VALLEY BUILDING S -------------- BLDR -- --------------- # 05-223 --------------------------------- BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE #- 530-345-7296 PROJ NAME — Hupp Neon ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION ------------------------ =------------------------------------------ LRSS 30' 0" 25' 0" ------------------------------------------------------------------- 14' 8" 20 PSF 80 MPH UBC 97 1.067:12 SPANS AND UNIFORM LOADS (FT & PSF) +-------------------------------------------------------------------------------------+ BAY SPAN LOAD UNIFORM LOADS LAP PURLIN NUMBER WIDTH DL CLL LL WPRESS WSUCT LEFT -—RIGHT TYPE +--------------------------------------=--------- 1 24.00 5.00 3..0 0.0 20.0 0.0 17.5 SIMPLE NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. PERIMETER LOADS (FT.& PSF) +------7-----------------------------=- BAY SPAN LOAD PERIMETER LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT +-------------=----------------------------------------------+ 1 24.00 4.49 3.0 0.0 .20.0 0.0 18.5 PURLIN BRACE LOCATIONS ---------------------------- -------------------------------------------------- -------------------------------=----+ BAY LOCATION/ NUMBER POSITION +---------------------------------------------------------------------------------------------------------------+ 1 9.50 14.50 BOTH BOTTOM NOTES: PURLIN BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------+-----------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +------------------------------+-----------------------------------------+ 1 DL + LL -0.05 0.17 0.00 0.00 2 DL + WL (S) 0.03 -0.10 0.00 0.00 DATE: 12/12/05 D E S I G N D A T A R E P O R T PD120ODSN TIME: 03:19 PM 1-02-01 ROOF STRUCTURALS RIGHT SLOPE PURLINS q PAGE 10 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 135268 BUILDER.- NORTH VALLEY BUILDINGS BLDR ORDER # 05-223 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRSS ------------------------------------------------------------------------------------------------------------------------------------ 30' 0" 25' 0" 14' 8" 20 PSF 80 MPH UBC 97 1.067:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) +---------------------------------------------------------------------------------------------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) ---------------------------------------------------------------------------------------------------------+ + 1 0530926 299-4 8.00 0.096 . 0.085 60.00 2.63 0.25 1.13 1.43 13.89 2.91 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DESIGN DATA SUMMARY +--------------------------------=-------------------------------------------------=------------------------------------+ BAY *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** ** COMBINED SHEAR & BENDING ** NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ------------------------------------------------------------------------------------------------------------- - - - - -+ + 1 0.0 1.4 10.1 0.142 1 12.0 103.4 123.9 0.00 20.40. 0.835 1 12.0 0.2 103.4 0.697 1 DESIGN DATA SUMMARY (cont.) +-------------------------+ BAY STRUT LOAD NUM ACT ALLOW W/S +-------------------------+ 1 0.0 12.7 W NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL'SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM' = ALLOWABLE MOMENT (IN -KIPS) ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS). AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACT = MAXIMUM.AXIAL'FORCE (KIPS) DUE TO WIND/SEISMIC LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND/SEISMIC DATE: 12/12/05 D E S I G N D A T A R E P O R T PD120ODSN TIME: 03:19 PM ------------------------------------------------------------------------------------------------------------------------------------ 1-02-01 ROOF STRUCTURALS RIGHT SLOPE PURLINS PAGE .11 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 05-223 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG ------------------------------= DESCRIPTION LRSS 30' 0" 25' 0" -------------------------------------- 14' 8" 20 PSF 80. MPH --------------------------------------------------------------- UBC 97 1.067:12 DESIGN DATA SUMMARY - WEB CRIPPLING +------------------------------------------------------------------------------------- BAY START **** WEB CRIPPLING **** ***** COMBINED CRIPPLING & BENDING ***** NUM END ACTP ALLP CSRC LD ACTM ALLM ACTP ALLP CSRBC LD +-------------------------------------------------------------------------------------+ 1 S 1.4 1.8 0.798 1 0.0 123.9 1.40 1.80 0.000 1 1 E -1.4 1.8 0.798 1 0.0 123.9 . -1.40 1.80 0.000 1 NOTES: ACTP = ACTUAL WEB CRIPPLING LOAD (KIPS) ALLP = ALLOWABLE WEB CRIPPLING LOAD (KIPS) CSRC = COMBINED STRESS RATIO - WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) CSRBC COMBINED STRESS RATIO - BENDING AND WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACTM =.CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) DATE: 12/12/05 D E S I G N D A T A R E P O R T PD120ODSN TIME: 03:19 PM 1-03-01 ---------------------------------------------------------- SIDEWALL STRUCTURALS RIGHT SIDEWALL GIRTS PAGE 12 ORDER # 135268 BUILDER - NORTH ------------ VALLEY BUILDING S ------------------------------------------------------------=- BLDR ORDER # 05-223 BLDR ACCOUNT.# 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME -_ Hupp Neon ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRSS --------------------------------------------------------------------------------------------------------------------=--------------- 30' 0" 25' 0" 14' 8" 20 PSF 80 MPH UBC 97 1.067:12 SPAN AND UNIFORM LOADS (FT & PSF) --------------------------------------------------------------------------------------------------- (WIND PRESURE = 15.7 PSF / WIND SUCTION = 15.7 PSF) GIRT ELEVATION SECTION 1 - _ LENGTH(FT) 25.00 ------------------------------ I WIDTH / LEFT LAP / --------------------------------------------------------------------------------------------------- RIGHT LAP 7.50 6.83/0.0/0.0 GIRT LOCATIONS (TYPE/ PART NUMBER - LENGTH(IN) ) --------------------------------------------- GIRT ELEVATION SECTION 1 LENGTH(FT) 25.00 -------------------------------=------------- 7.50 Z80/0530925 299-4 INNER GIRT BRACE LOCATIONS (DISTANCE FROM LEFT SIDE OF SECTION.(FT)) ------------------------------------------------------------------------------------------=-------- GIRT ELEVATION SECTION 1 LENGTH(FT) 25.00 -----------------------------------------------------------------------------------------=--------- ALL 6.25 ELEVATIONS 12.50 18.75 NOTES: GIRT BRACE LOCATIONS ARE MEASURED STARTING FROM FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS +------------------------------- NO DESCRIPTION . -------------------------------- 1 WIND PRESSURE 2 WIND SUCTION DATE: 12/12/05 D E S I G N D A T A R E P O RT PD1200DSN TIME: 03:19 PM 1-.03-01 SIDEWALL STRUCTURALS RIGHT.SIDEWALL GIRTS PAGE 13 --------------------------------------------------------------------------------------------------- ORDER # 135268 BUILDER - NORTH.VALLEY BUILDING S BLDR.-ORDER # 05-223 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) .(CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRSS . 30' 0" 25' 0" 14' 8" 20 PSF .80 MPH UBC 97 1.067:12 . ------------------------------------------------------------------------------------------------------------------=----------------- SECTION PROPERTIES (ACTUAL FURNISHED PART) PART SHAPE DEPTH THICKNESS FY. FLANGE RADIUS LIP AREA IXIY - NUMBER (IN) (IN) (KSI) (IN) (IN).- (IN) (IN**2) (IN**4) (IN**4) _ 0530925 Z 8.00 .0.082 60.100 2.63 0.25 1.13 1.23 1,1.95 2.51 DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) SIMPLE Z GIRTS +-----------------=------------------------------------------------------------=-----------------'------------------ - -- ---+ BAY/SECTION ************ SHEAR ************ *********** BENDING ************** ** COMBINED SHEAR & BENDING ***** NUMBER. XV ACTV ALLV CSRV LD COND XM ACTM' ALLM CSRB LD COND XC ACTVC ACTMC CSRC LD COND +---------------------------------------- 1 0.0 1_3 8.4 0.154 1 12.0 -92.9 124.6 0.745 2 12.0 0.2 92.9 0.485 1 DATE: 12/12/05 D E S I G N D A T A R E.P O R T PD120ODSN TIME: 03:19 PM 1-04-01 ------------------------------------------------------------------------------------------------------------------------------------ ENDWALL STRUCTURALS REAR ENDWALL GIRTS PAGE 14 ORDER # 135268 BUILDER.- NORTH VALLEY BUILDING S BLDR ORDER # 05-223 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND). (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRSS ------------------------------------------------------------•------------------------------------------------------------------------ 30' 0" 25' 0" 14' 8" 20 PSF 80 MPH UBC 97 1.067:12 SPAN AND UNIFORM LOADS (FT & PSF) --------------------------------------------------------------------------------------------------- .(WIND PRESURE = 15.7 PSF / WIND SUCTION = 15.7 PSF) GIRT ELEVATION SECTION 1 LENGTH(Ft) 30.00 --------------------------------------------------------------------------------------------------- LOAD WIDTH / LEFT LAP / ----------------------------------------- RIGHT LAP 12.50 3.75/0.0/0.0 ---------------------------------------------------------- 7.50 6.25/0.0/0.0 GIRT LOCATIONS (TYPE/ PART NUMBER - LENGTH(IN) ) -----------------------------7--------------- GIRT ELEVATION SECTION 1 LENGTH(FT) 30.00 --------------------------------------------- 12.50 Z95/0550325 313-2 7.50 Z95/0550325 313-2 INNER GIRT BRACE LOCATIONS (DISTANCE FROM LEFT SIDE OF SECTION (FT)) ---------------------------------------------------------------------------------------------=----- GIRT ELEVATION SECTION 1 LENGTH(FT) 30.00 --------------------------------------------------------------------------------------------------- ALL 7.50 ELEVATIONS 15.00 22.50 LOAD COMBINATIONS +------------------------------+ NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE 2 WIND SUCTION s DATE: 12/12/05 D E S I G. N D A T A R E,P O:R T FLANGE TIME: 03:19 PM 1-04-01 ENDWALL STRUCTURALS REAR END WALL.GIRTS PD1200DSN PAGE 15 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER --------------------------------------- # 05-223 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME Hupp Neon ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT). (LIVE) (WIND) .(CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION ----------------------------------------------------------------- LRSS 30' 0" 25' 0" 14!. 811 20 PSF 80 MPH UBC 97 1.067:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) PART SHAPE' DEPTH THICKNESS FY FLANGE RADIUS' LIP AREA., IX IY - .NUMBER (IN) (IN) (KSI) (IN) (IN). (IN) (IN**2) (IN**4) (IN**4) - 0550325 Z 9.50 .0.082 60.00 2.75 0.25 1.13 1.37 18..38 2.79 DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) SIMPLE Z.GIRTS +-- ---------------------------------------------------------------------=----------------------------= SHEAR - - -- ------------ BAY SECTION ************ ************ *********** BENDING ************** ** COMBINED SHEAR & BENDING ***** -NUMBER ---------XV-- ACTV ALLV CSRV LD COND XM ACTM ALLM CSRB LD COND XC ACTVC ACTMC CSRC LD COND 1 0.0 1.5 6.9 0.212 1 15.0 -132.7 152.0 0.873 2 15.0 0_.1 132.7 0.639 1 WIND DESIGN: WIND SPEED(V in mph): LONGITUDINAL BRACING DESIGN WIND EXPOSURE FACTOR: C WIND IMPORTANCE FACTOR(I): 1.00 w CUSTOMER: Hupp Neon DATE: 12/12/05 BUILDER: North Valley Building Systems, Inc. DESIGNED BY: Edward Valdez w BMC ORDER M 135268 q=0.00256(V)^2= 16.38 psf BLDR ORDER M 05-223 WIDTH LENGTH HEIGHT ) ksf 30 25 14 BUILDING LOADINGS: SEISMIC ZONE FACTOR Z (FROM 16-1): 0.3 BUILDING CODE: UBC ROOF LIVE/SNOW LOAD: 20 EDITION YEAR: 1997 DEAD LOAD: 4 COLLATERAL LOAD: 1 WIND DESIGN: WIND SPEED(V in mph): 80 WIND EXPOSURE FACTOR: C WIND IMPORTANCE FACTOR(I): 1.00 MEAN ROOF HEIGHT(H)(ft): 15.67 Ce= 1.13 Cq= 1.3 q=0.00256(V)^2= 16.38 psf P=(Ce)(Cq)gl= 24.07 psf ( 0.024 ) ksf SEISMIC DESIGN: RSW SEISMIC SEISMIC ZONE: 3 SEISMIC ZONE FACTOR Z (FROM 16-1): 0.3 SEISMIC IMP. FACTOR(1): 1 BRACING R: 5.6 SOIL PROFILE TYPE: Sd BRACING 4 o (FROM TABLE 16-N): 2.2 . total for building walls and at each parapet 10 psf minimum PAGE: 16 SEISMIC COEFFICIENT Cd (FROM 16-0): 0.36 SEISMIC COEFFICIENT Ca (FROM 16-R): 0.54 STRUCTURAL PERIr*1n- T = C i (h„ ) 3/4 = 0.1575 (30-8) WHERE G = 0.020 for Braced Frames OR 0.035 for Moment Frames CONTROLLING V/1.4= 0.129 W (ROOF) r. 1.000 20 Actual V = RT W = 0.61 W (30-4) Max V R 2.5C81 W.= 0.161 W(30-5) P 2 r Ae — 1.27 (30-3) SHALL NOT BE LESS THAN: V=0.11C8IW= pmmx = 1 . 5, ( min = 1 . O use p = 1.27 DIAPHRAM Max V=C61*w= FOR SIDEWALL RODS: V= 0.161 Min V=0.5C I*w= . E--d2V= 0.354 1rpV=0.204 WEIGHT (W) OF FEW= WEIGHT.(W) OF REW= ROOF DEAD LOAD: ROOF COLLATERAL LOAD: TOTAL SETS ROOF LD: CONTROLS 0.040 W (30-6) 0.360 W (33-1) 0.180 W (33-1) BUILDING BRACING REACTIONS BAYS BRACING LOCATION BAY SIZE 24 H V rod V column H V rod V(column) 1 LSW WIND 1 RSW WIND 5.7 3.4 1 LSW SEISMIC 1 RSW SEISMIC 0.9 1 0.5 ti LONGITUDINAL BRACING DESIGN PAGE: 17 CUSTOMER: Hupp Neon DATE: 12/12/2005 PL. DESCRIPTION: 30' 0'x25' 0' x 14' DESIGNED BY: Edward Valdez_ BUILDER: North Valley Building Systems,.Inc. BMC ORDER # 135268 BUTLER ORDER #: 135268 WIND LOADING SEISMIC LOADING' BAY 24 (r1E) (OE) 24 24 STRUT STRUT DIST FEW REW BAY BAY TOTAL STRUT BAY BAY CNTRL CNTRL SPACE NO OF FROM ILSW STIR I WALL I. WALL I POINT STRUT ROD ROD POINT LOAD PER ROD ROD ROD ROD ROD ROD . OC BAYS HT HT HT LOAD LOAD LOAD LOAD LOAD BAY LOAD LOAD .SIZE ALLOW SIZE ALLOW LSW 1 17.00 17.00 17.00 1.5 1.5 0.39 0.4 RSW 1 . 30 14.33 14.33 14.33 1.3 5.7 6.6 0.38 .1.6 1.8 5/8 9.75/15.34' ' 15 1 1.8 0.2 1/2 6.2 15 15.67 15.67 15.67 2.8 4.4 0.3 0.4 15 1 5.1 0.5 1/2 6.2 FINAL FRAME DESIGN - C O N.T E N T S DATE: 12/12/05 CADDS TIME: 03:58 PM --------------------------------------------------------------------.-----------------=- -------------------- ------ ORDER # 135268 BUILDER NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) (UNIT) (FRAMELINES) PAGE NO -- - - --- - - - - ---- - - ---- - - - - -- - - -- ----.--- - - - - --- --- - -- - - - - -------- - -- - -- -- - DESIGN FRAME # 01 EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 1 F R A M E D E S I G N' - G E N E R A L I. -N F O R M A T I O N DATE: 12/12/05 CADDS TIME: 03:58 PM ---------------------------------------------------------------------=-.------------------- PAGE: F 1 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME- Hupp Neon ENGR GRP'- Visalia .(TYPE) .(WIDTH). .(HEIGHT) (LIVE).. (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # --------------------- 01 DESCRIPTION EWSS --------.------------------- -30'=0". -------- 17'-4" --------------- 20 PSF ---------- 80 MPH UBC 97 1.067 TO 12 ------------------------------------- -------------- LEFT SIDE RIGHT SIDE SPAN NO. WIDTH MISCELLANEOUS PROPERTIES EAVE HEIGHT = 17:003 FT. 14.336 FT. 1 = 30.000 FT MODULUS OF ELASTICITY = 29000 KSI FRAME HEIGHT = 16.333 FT. 13.667 FT. COL. CLEAR HT. = 15.181 FT. 12.811 FT. CMX = 0.850 SLOPE (P/12.) = 0.000 1.067 CMX(stepped column/no-wind) = 0.950 - SW R -BEAM OFFSET = 0.125 IN. 0.125 IN. CMY(pinned in minor axis) = 0.600 DIST. TO RIDGE = 0.000 FT. 30.000 FT. CMY(fixed in.minor axis) = 0.400 COLUMN OFFSET = 8.000 IN. 8.000 IN. GIRT DEPTH = 8.000 IN. 8.000 IN. ENDWALL PURLIN DEPTH. = 8.000 -IN. 8.000 IN... FRAME OFFSET = 6.000 IN. (PURLIN UNINSULATED) POST OFFSET = 1.000 IN. ##.P Delta Analysis ## -------------=------- JOINT DATA ---------------=----- ---=-------------------------- MEMBER DATA ------------------------------ JOINT X-COORD Y-COORD DEGREE -OF -FREEDOM MEMBER MOM. RELEASE K VALUES NUMBER FT FT X Y MZ Z MX NUMBER JOINTS START END IN PLANE OUT OF PLANE 1 1.167 0.000 1 1 0 1 0 1 1- 2 0 0 1.50 1.00 2 1.167 15.728 0'.0 0 1 0 2 3- 2 0 0 0.75 1.00 3 28.833 13.268 0 0 0 1 0 3 4- 3 0. 0 1.5.0.. 1.00 4 28.833 0.000 1 1 0 1 0 ( 0 = FREE 1 = FIXED ) (,1 = RELEASE 0 = NO RELEASE ) F R A M E. D E S I G N - S E C O N D A R Y / B R A C E L O C A T I O N S DATE: 12/12/05 CADDS TIME: 03:58 PM ------------------------------------------------------------------------------------------------=----------------------------------- PAGE: F 2 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007=90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION ------------ ------------------------------------------------------------------------------------------------------------------------- EWSS 30'-0" 17'-4" 20 PSF 80 MPH . UBC 97 1.067 TO 12 DIST - Distance to secondary from the end of the member in FEET. BRACE — Minor axis secondary bracing code as follows: ACCUM - Distance to purlin from the low sidewall in FEET. No support ID - B Base, W SW&EW Girt @ corner, U SW Girt, 0 FL Outside flange only braced V EW Girt Only, O Other, E Eave str, P Purl, L Lmk TP O -IF Outside and Inside flange braced MAJOR - Major axis brace point indicator. ( YES or NO ) O -SF Outside braced and inside Single flange brace NOTE: BRACE FORCE is the required support force (in kips) perpendicular to the flange COLUMN 1- 2 BRACE COLUMN 4- 3 BRACE ROOFBEAM 3- 2 BRACE DIST ID BRACE MAJOR FORCE DIST ID BRACE MAJOR FORCE DIST ACCUM ID BRACE FORCE 0.00 B O -IF YES 0.00 B O -IF YES 0.00 0.00 E 0 FL 15.18 0 O -IF YES 7.50 W O -SF YES 3.98 3.98 P O -SF 17.00 E 0 FL NO 12.00 V YES 8.98 8.98 P 0 FL 12.81 0 O -IF YES 13.98 13.98 P O -SF 14.34 E O FL NO 18.97 18.97 P O FL 22.39 22.39 P O -SF 25.81 25.81 P O -SF 30.00 30.00 E O FL F R A M E D E S I G N - C O N V E N T I O N S DATE: 12/12/05 CADDS TIME: 03:58 PM PAGE: F 3 ------------------------------------------------- ------------------------------------------------------------------------------------ ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) .(SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 ------------------------------------------------------------------------------------------------------=----------------------------- GENERAL In general, forces and coordinates follow the right hand rule. The X axis is horizontal and posi- V tive to the right. The Y axis is vertical.and posi- tive upward. The Z axis is normal to the X and Y axis, and is positive out of this plane. Positive +---H moments about the X, Y, and Z axis are counter- / clockwise as viewed looking toward the origin of the Z axis. APPLIED LOADS For.load application, vertical and horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column. UNIF - Uniformly distributed loads. These loads can be in X ( horizontal ), Y ( vertical ), or Z ( normal, out -of -plane ) . direction. The magnitude of the load is kips/foot. The distances are the location of the start and the end of the load, along the axis of the member. TAPR - Tapered distributed loads. The magnitude in kips/foot of each end of the load is given. Loads can be in the X, Y, or Z direction. Distances are measured along the axis of the member. CONC - Concentrated load. This load can be a force in the X or Y direction or a moment about the Z axis. The location of the load is measured along the member. The load exists at the neutral axis of the member, or at the outer or inner.flange of the member. MCONC - Moment producing concentrated load. This load type is similiar to a concentrated load except the location of the load is given in global coordinates,. and can exist off the member. ZCONC - Out -of -plane concentrated load. This load can be a moment about the global X or Y axis, or a force in the Z axis direction. SCRAN - Special load for crane loads. This is.similiar to the MCONC load except that the moment is in the minor axis direction of the member and is supported by only one flange. DISTANCE TO SECONDARY MEMBERS AND ANALYSIS POINTS Columns use the vertical distance measured from the base plate of the column. Roofbeams use the horizontal distance measured from the start of the member. In the case of exterior roofbeams, the start of the member is at the exterior structure line. MEMBER FORCES Positive axial force,.the member is in compression. Positive shear force, outward force on the end of the member. Positive moment, compression on the outer flange. FRAME REACTIONS Reactions use the global coordinate system. A positive horizontal (H) force is to the right. A positive vertical (V) force is upwards. A positive in -plane moment (M) is counter- clockwise in the X -Y plane. A - positive out 'of -plane force (Z) is out of the X -Y plane. A positive out -of -plane momenE (MX) is counter clockwise about the X axis ( near side rotating down ) F R A M E D E S I G N - L O A D S U M M A R Y DATE: 12/12/05 CADDS TIME: 03:58 PM PAGE: F 4 ------------------------------------------------------------------------------------------------------- ----- -= ORDER # 135268 BUILDER NORTH VALLEY BUILDING S BUILDER ORDER # 05-223'. BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-729.6 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4'" 20 PSF 80 MPH UBC 97 1.067 TO 12 ----------------------------------------------------------------------------------=------------------------------------------------- GENERAL BUILDING INFORMATION DESIGN BAY = 12.750 FT. TOTAL BUILDING LENGTH = 25.000 FT. PANELS TYPE DESCRIPTION LEFT SIDEWALL OPEN ROOF BRII 24STL RIGHT SIDEWALL NONBMC ENDWALL NONBMC BUILDING USE AND LOCATION STATE = CALIFORNIA COUNTY = BUTTE USE CATEGORY = 4 (GENERAL USE) TERRAIN CAT/WIND EXP = C APPLIED LOADINGS WEIGHT 0.00 PSF 2.65 PSF (INCLUDING ALLOWANCE FOR SECONDARIES) 1.20 PSF 1.20 PSF (INLAND) BUILDING CODE = UBC - 1997: DEAD LOAD (DL ) = 2.650 PSF + FRAME DL COLLATERAL LOAD (CLL) = 1.000 PSF ROOF LIVE LOAD (LL ) = 20.000 PSF MIN COUNTY GROUND SNOW LOAD = 0 PSF INCLUDES 1.00 IMPORTANCE FACTOR MIN COUNTY RAIN ON SNOW = 0.0 PSF ROOF EXPOSURE = Partially Exposed Roof THERMAL CONDITION = Normal COEFFICIENTS TRIBUTARY LOAD LOAD FACTOR COEFF RIGHT ROOF 80.00% 1.00 NET ROOF LOAD (PSF) 16.00 F R A M E D E S I G N - L O A D S U M M A R Y DATE: 12/12/05 CADDS TIME: 03:58 PM ------------------------------------------------- PAGE: F 5 ORDER # 135268 BUILDER NORTH VALLEY BUILDING S ------------------------- ----------- BUILDER ORDER # 05-223 , BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME.- Hupp Neon ENGR GRP - Visalia (TYPE) .(WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR). (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION .EWSS 30'-0" ----------------------------------------------------------------------- 171-4" 20 PSF 80 MPH UBC 97 ------------------------------------------------------------- 1.067 TO 12 WIND LOADS WIND LOAD LEFT = 80.000 MPH ( 17.479 PSF) MIN COUNTY WIND SPEED = 76 MPH WIND LOAD RIGHT = 80.000 MPH ( 17.479 PSF) INCLUDES 1.00 IMPORTANCE FACTOR WIND LOAD UPLIFT = 80.000 MPH ( 17.479 PSF) WIND LOAD CASE = 1 - WIND ENCLOSURE = ENCLOSED _ COEFFICIENTS WIND -FROM LEFT WIND FROM RIGHT INTERNAL PRESSURE INTERNAL SUCTION (WLL) (WLR) (IP ) (IS ) LEFT SIDEWALL 0.800 (PRESSURE) -0.500 (SUCTION ) 0.000 0.000 LEFT ROOF -0.700 (SUCTION ) -0.700 (SUCTION ) 0.000 0.000 RIGHT ROOF -0.700 (SUCTION ). -0.700 (SUCTION ) 0.000 0.000 RIGHT SIDEWALL -0.500 (SUCTION ) 0.800 (PRESSURE) 0.000 0.000 ENDWALL WIND PRESSURE ENDWALL WIND SUCTION (EWP) (EWS) SIDEWALLS -0.700 (SUCTION ) -0.700 (SUCTION ) ROOF -0.700 (SUCTION ) -0.700 (SUCTION ) ENDWALL 0.800 (PRESSURE) -0.700 (SUCTION ) SIDEWALL CANOPY/OVERHANG -1.200 (SUCTION ) -1.200 (SUCTION ) ENDWALL CANOPY/OVERHANG -1.200 (SUCTION ) -.0.700 (SUCTION ) SEISMIC LOADS.(EQ ) PERCENT SNOW LOAD = 0.000% Seismic W - RIGHT ROOF = 5.650 PSF SEISMIC ZONE. 3 R FACTOR = 4.500 MIN CTY SEISMIC ZONE = 3 I FACTOR' _ ._1.000 Na LATERAL FACTOR = 1.000 STORY DRIFT LIMIT = 0.025. SOIL PROFILE = D . P DELTA LIMIT = 0.100 Nv FACTOR = 1.000 OMEGAO DEFLECT AMPLIF FACTOR = 3.150 Ct FACTOR = 0.035 T FACTOR = 0.297 Ca FACTOR = 0.360 Cv FACTOR = 0.540 p FACTOR = 1.000 NET SEISMIC FACTOR = 0.200 Maximum P Delta Stability Coefficient = 0.01 Associated Load Combination 8 F R A M E D E S I G N - L O A D C O M B I N A T I O N S DATE: 12/12/05 CADDS TIME: ------------------------------------------------------------------------------------------------=----------------------------------- 03:58 PM PAGE: F 6 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007.-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 ------------------------------------------------------------------------------------------------------------------------------------ DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 LCN LOAD DESCRIPTION STRESS MEMB P DELTA DESIGN LOADING GRP LOADING GRP LOADING GRP LOADING GRP LOADING GRP INCREASE STR LAT LONG CATEGORY PERCENT PERCENT PERCENT PERCENT PERCENT 1 DL + CLL + LL 1.000 N N N Stress 100.00 DL 100.00 CLL 100.00 LL 2 DL + WLL 1.330 N N N Stress 100.00 DL 100.00 WLL 3 DL + WLR 1.330 N N N Stress 100.00 DL 100.00 WLR 4 LL 1.000 N N N V Defl 100.00 LL 5 3/4 WLL 1.000 N N N H Defl 75.00 WLL 6 3/4 WLR 1.000 N N N H Defl 75.00 WLR 7 D+CLL+EQL/1.4 1.330 N Y N Stress 100.00 DL 100.00 CLL 72.00 EQ 8 D+CLL+EQR/1.4 1.330 N Y N Stress 100.00 DL 100.00 CLL -72.00 EQ 9 EQL 1.000 N Y N H Defl 100.00 EQ 10 EQR 1.000 N Y N H Defl -100.00 EQ 11 PD+PC+0.70PL+EQLm 1.700 Y N N Axial C 100.00 DL 100.00 CLL 70.00 LL 280.00 EQ 12 PD+PC+0.70PL+EQRm 1.700 Y N N Axial C 100.00 DL 100.00 CLL 70.00 LL -280.00 EQ 13 0.85P(DL+CL)+EQLm 1.700 Y N N Axial T 85.00 DL 85.00 CLL 280.00 EQ 14 0.85P(DL+CL)+EQRm 1.700 Y N N Axial T 85.00 DL 85.00 CLL -280.00 EQ 15 DL+CL+EQLm 1.700 Y N N Conns 100..00 DL 100.00 CLL 280.00 EQ 16 DL+CL+EQRm 1.700 Y N N Conns 100.00 DL 100.00 CLL -280.00 EQ 17 DL + EWP 1.330 N N N Stress 100.00 DL 100.00 EWP 18 DL + EWS 1.330 N N N Stress 100.00 DL 100.00 EWS 19 3/4 EWP 1.000 N N N H Defl 75.00 EWP 20 3/4 EWS 1.000 N N N H Defl 75.00 EWS F R A M E D E S I G N - A -P P L I E D. L O A D S DATE: 12/12/05 CADDS TIME: 03:58 PM. ----------------------------------- PAGE: F 7 ORDER # 135268 ---------------7 - --- BUILDER - NORTH VALLEY BUILDING S - --- - - - - - - - - - - - .BUILDER - - - - - -------.------ ORDER # - 05-223 ---------------------- BUILDER ACCOUNT # --.----------- 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-1296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH). (HEIGHT) (LIVE). (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 ---------------------------------------- DESCRIPTION EWSS 30'=011. ---------------- 17'-4" -------------- 20 PSF. 80 MPH ----------=-------- UBC 97 --------------- 1.067 TO 12 -------------- -------------- LOAD CASE (DL ) DEAD LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION DL 2 3 - 2 UNIF 0.00 30.00 0.000 K/FT -0.034 .K/FT 0.000 K/FT - LOAD CASE (CLL) COLLATERAL LOAD - LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/,. - LABEL NO (START -END) TYPE FT FT X Y Z LOCATION CLL 2 3 - 2 UNIF 0.00 30.00 0.000 K/FT -0.013 K/FT 0.000 K/FT ' LOAD CASE (LL') LIVE LOAD LOAD MEMBER JOINTS LOAD DISTANCES. LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION LL 2 3 - 2 UNIF 0.00 30.00 0.000:K/FT -0.204 k/FT 0.000 K/FT LOAD CASE (WLL) WIND LOAD LEFT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT . X Y Z LOCATION WLL 1 1 - 2 UNIF 0.00 17.00 0.178 K/FT 0.000 K/FT 0.000 K/FT WLL 2 3 - 2 UNIF 0.00 30.00 0.156 K/FT 0.156 K/FT 0.000 K/FT WLL 3 4 - 3 UNIF 0.00 14.34 0.111 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (WLR) WIND LOAD RIGHT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION WLR 1 1 - 2 UNIF 0.00 17.00 -0.111 K/FT 0.000 K/FT 0.000 X/FT WLR 2 3 - 2 UNIF 0.00 30.00 0.156 K/FT 0.156 K/FT 0.000 K/FT WLR 3 4 - 3 UNIF 0.00 14.34 -0.178 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (EQ .) SEISMIC LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION ` EQ 2 3 - 2 CONC 30.00 0.432 KIP 0.000 KIP 0.000 IN -K EQ 3 4 - 3 UNIF 0.00 14.34 0.003 K/FT 0.000 K/FT 0.000.K/FT F R A M E D E S I G N - A P P L I E D L O A D S DATE: 12/12/05 CADDS TIME: ------------------------------------------------------------------------------------------------------------------------------------ 03:58 PM PAGE: F 8 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 ------------------------------------------------------------------ DESCRIPTION EWSS 30'-0" 17'-4" ---------------------- 20 PSF 80 MPH ---------------------- UBC 97 1.067 TO 12 ---------------- ------ LOAD CASE (EWP) EW WIND PRESSURE LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EWP 1 1 - 2 UNIF 0.00 17.01 -0.156 K/FT 0.000 K/FT 0.000 K/FT EWP 1 1 - 2 UNIF 0.00 17.00 0.000 K/FT 0.000 K/FT -0.210 K/FT. EWP 2 3 - 2 UNIF 0.00 30.00 0.156 K/FT 0.156 K/FT 0.000 K/FT EWP 3 4 - 3 UNIF 0.00 14.34 0.156 K/FT 0.000 K/FT 0.000 K/FT EWP 3 4 - 3 UNIF 0.00 14.34 0.000 K/FT 0.000 K/FT -0.210 K/FT RACK 3 4 - 3 CONC 14.33 3.380 KIP 0.000 KIP 0.000 IN -K Neutral axis. LOAD CASE (EWS) EW WIND SUCTION LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EWS 1 1 - 2 UNIF 0.00 17.00 -0.156 K/FT 0.000 K/FT 0.000 K/FT EWS 1 1 - 2 UNIF 0.00 17.00 0.000 K/FT 0.000 K/FT 0.184 K/FT EWS 2 3 - 2 UNIF 0.00 30.00 0.156 K/FT 0.156.K/FT 0.000 K/FT EWS 3 4 - 3 UNIF 0.00 14.34 0.156 K/FT 0.000 K/FT 0.000 K/FT EWS 3' 4 - 3 UNIF 0.00 14.34 0.000 K/FT 0.000 K/FT 0.184 K/FT RACK .3 4 - 3 CONC 14.33 -3.380 KIP 0.000 KIP 0.000 IN -K Neutral axis LOAD CASE (PDE) P Delta Unit Story S LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION C 1 1 1 - 2 CONC 0.00 -0.500 KIP 0.000 KIP 0:000 IN -K Neutral axis C 1 1 1 - 2 CONC- 15.73 0.500 KIP 0.000 KIP 0.000 IN -K Neutral axis C 3 3 4 - 3 CONC 0.00 -0.500 KIP 0.000 KIP 0.000 IN -K Neutral axis C 3 3 4 - 3 CONC 13.27 0.500 KIP 0.000 KIP 0.000 IN -K Neutral axis MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 5 MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 5 6 7 8 MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 5 1 1 DIST (FT) 0.00 3.79 7.59 11.38 15.18 2 1 DIST (FT) 1.58 3.98 8.98 13.98 18.97 22.39 25.81 28.24 3 1 DIST (FT) 0.00 3.75 7.50 12.00 12.81 JOINTS 1 - 2 OUTER FLANGE DEPTH AREA (IN) (IN2) 12.00 3.88 12.00 3.88 12.00 3.88 12.00 3.88 12.00 3.88 JOINTS 3 - 2 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 12.00 3.88 12.00 3.88 12:00 3.88 12.00 3.88 12.00 3.88 12.00 3.88 12.00 3.88 12.00 3.88 JOINTS 4 - 3 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 12.00 3.88 12.00 3.88 12.00 3.88 12.00 3.88 12.00 3.88 5.000 X 0.250 WEB = 0.120 INNER FLANGE 5.000 X 0.250 IX F R A M E D E S I G N - S E C T I O N P R O P E R T I E S WRTO DATE: 12/12/05 WDAFO WDAFI H/T LUBO (IN4). CADDS TIME: 03:58 PM -------------------------------------------------------------------------=---------------------------------------------------------- (IN) (IN) (IN) (IN) (IN) PAGE: F 9 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 5.21 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia 15.18 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 1.16 DESIGN SYSTEM FRAME ------------------------------------------------------------------------------------------------------------------------------------ # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 101.51 MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 5 MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 5 6 7 8 MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 5 1 1 DIST (FT) 0.00 3.79 7.59 11.38 15.18 2 1 DIST (FT) 1.58 3.98 8.98 13.98 18.97 22.39 25.81 28.24 3 1 DIST (FT) 0.00 3.75 7.50 12.00 12.81 JOINTS 1 - 2 OUTER FLANGE DEPTH AREA (IN) (IN2) 12.00 3.88 12.00 3.88 12.00 3.88 12.00 3.88 12.00 3.88 JOINTS 3 - 2 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 12.00 3.88 12.00 3.88 12:00 3.88 12.00 3.88 12.00 3.88 12.00 3.88 12.00 3.88 12.00 3.88 JOINTS 4 - 3 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 12.00 3.88 12.00 3.88 12.00 3.88 12.00 3.88 12.00 3.88 5.000 X 0.250 WEB = 0.120 INNER FLANGE 5.000 X 0.250 IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO (IN4). (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 15.18 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 15.18 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 15.18 101.51 5:21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 15.18 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 15.18 5.000 X 0.250 WEB = 0.120 INNER FLANGE = 5.000 X 0.250 IX IY RTO RTI WRX WRY. WRTO WRTI WDAFO WDAFI H/T LUBO (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) 101.51 5.21 1.33. 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 4.00 101:51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 5.02 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 5.02 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 5.02 101.51 5.21 1.33 1.33 5.11 1.16 1.33. 1.33 9.60 9.60 95.83 5:02 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 3.43 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 4.21 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 4.21 5.000 X 0.250 WEB = 0.120 INNER FLANGE = 5.000-X 0.250 IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 7.50 101.51 5.21 1.33 1.33 5.11 1:16 1.33 1.33 9.60 9.60 95.83 7.50 101.51 5..21 .1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 '95.83 7.50 101.51 5.21 1.33 1.33 5.11 1.16 1.,33 1.33 9.60 9.60 95.83 5.31 1.01.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 5.31 LUBI (FT) 15.18 15.18 15.18 15.18 15.18 LUBI (FT) 2.41 10.03 10.03 10.03 8.45 8.45 3.43 2.44 LUBI (FT) 7.50 1.50 7.50 5.31 5.31 F R A M E D E S I G N - C O N T R O L L I N G S T R E S S DATE: 12/12/05 CADDS TIME: 03:58 PM PAGE: F 10 - -------------------------------------------------------------------------------------------------------------- ---- ----------- - - - - -= ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223' BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR). (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 ----------------------------------------------------------------------------------=------------------------------------------------- COLUMN 1 - 2 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 12.00 3.88 16.92 16.92 4.17 0.00 31.94 33.00 33.00 2.93 17.34 0.97 0.77 1.75 0.03 .0.00 0.00 0.03 1 2- 2 12.00 3.88 16.92 16.92 4.12 -39.48 6.05 33.00 15.79 1.97 17.34 0.97 1.00 1.75 0.18 0.07 0.13 0.30 1 17 3 12.00 3.88 16.92 16.92 -3.26 179.15 43.89 20.99 43.89 1.97 17.34 0.97 1.00 1.75 0.02 0.57- 0.30 0.57 17 17 4 12.00 3.88 16.92 16.92 -3.31 268.73 43.89 20.99 43.89 1.97 17.34 0.97 1.00 1.75 0.02 0.85 0.45 0.85 17 17 5* 12.00 3.88 16.92 16.92 -3.37 351.03 43.89 20.99 43.89 3.29 17.34 0.97 1.00 1.75 0.02 0.99 0.47 0.99 17 17 MINOR AXIS FORCES COLUMN 1 - 2 ----=---TOTAL SECTION--------- OUTER FLANGE INNER FLANGE PT. SHEAR SY MOMENT FBY SYOF MOMENT SYIF MOMENT NO. (KIPS) (IN3) (IN -KIP) (KSI) (IN3) (IN -KIP) (IN3) (IN -KIP) 1* 0.00 2.08 0.00 43.89 1.04 0.00 1.04 0.00 2 0.00 2.08 0.00 43.89 1.04 0.00 1.04 0.00 3 0.06 2.08 5.64 43.89 1.04 0.00 1.04 0.00 4 0.06 2.08 8.46 43.89 1.04 0.00 1.04 0.00 5* -1.72 2.08 0.00 43.89 1.04 0.00 1.04 0.00 ROOF BEAM 3 - 2 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 12.00 3.88 16.92 16.92 -0.32 373.25 43.89 42.48 43.89 3.32 13.04 0.97 1.00 1.13 0.00 0.52 0.50 0.52 18 1 2 12.00 3.88 16.48 16.48 -2.88 -292.31 43.89 43.89 32.66 2.17 13.04 0.97 1.00 1.35 0.02 0.46 0.54 0.54 17 1 3 12.00 3.88 16.92 16.48 -2.90 -227.11 43._89 43.89 32.66 -2.12 17.34 0.97 1.00 1.35 0.02 0.36 0.42 0.42 17 18 4 12.00 3.88 16.48 16.48 0.83 149.04 33.00 31.94 33.00 2.18 17.34 0.97 1.00 1.18 0.01 0.28 0.31 0.31 1 17 5 12.00 3.88 16.92 16.48 0.73 120.12 33.00 31.94 33.00 2.63 17.34 0.97 1.00 1.10 0.01 0.22 0.22 0.23 1 17 6 12.00 3.88 16.48 16.48 -0.41 -145.72 43.89 43.89 39.78 -2.47 13.04 0.97 1.00 1.71 0.00 0.23 0.22 0.23 18 1 7 12.00 3.88 16.48 16.48 -2.97 234.48 43.89 42.48 43.89 -3.47 13.04 0.97 1.00 1.15 0.02 0.33 0.37 0.39 17 1 8* 12.00 3.88 16.92 16.92 -2.98 329.51 43.89 42.48 43.89 -4.03 13.04 0.97 1.00 1.15 0.02 0.46 0.44 0.46 17 1 COLUMN 4 - 3 AXIAL PT. DEPTH AREA SOX SIX FORCE NO. (IN) (IN2) (IN3) (IN3) (KIPS) 1* 12.00 3.88 16.92 16.92 .4.09 2 12.00 3.88 16.92 16.92 4.04 3 12.00 3.88 16.48 16.48 -3.36 4 12.00 3.88 16.92 16.92 -3.42 5* 12.00 3.88 16.92 16.92 -3.44 MINOR AXIS FORCES COLUMN 4 - 3 --------TOTAL SECTION --------- PT. SHEAR SY MOMENT FBY NO. (KIPS) (IN3) (IN -KIP) (KSI) 1* 0.00 2.08 0.00 43.89 2 0.00 2.08 0.00 43.89 3 -0.14 2.08 1.15 43.89 4 0.35 2.08 -6.45 43.89 5* 0.70 2.08 0.00 43.89 -ALLOW 'STRESSES - MOMENT FA FBO FBI (IN -KIP) (KSI) (KSI). (KSI) 0.00. 31.94 33.00 33.00 4.11 20.21 31.47 33.00 -27.92 43.89 43.89'41.85 259.68 43.89 42.48 43.89, 389.70 43.89 42.48 43.89 OUTER F R A M E - D E S I G N - C O N T R O L L .I N G. S. T R E S S 1.04 DATE: 12/12/05 1.04 0.00 1.04 0.00 1.04 CADDS TIME: 03:58 PM. -----------------------------------.--------------------7. STRESS COMB (KIPS) (KIPS)' PAGE: F 11 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ---- ORDER # M V ---------------- - - -- 05-223 BUILDER ACCOUNT # ------- -- - - -- 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ-NAME -..Hupp Neon :ENGR GRP - Visalia 1 18 (TYPE) -(WIDTH) (HEIGHT) (LIVE)., (WIND) (CODE/YEAR) (SLOPE) 0.05 DESIGN SYSTEM FRAME --------------- ----------------------------------------------------------------------------------------------------------------------- # 01 DESCRIPTION EWSS 30'-011. 17'-4" 20.PSF 80 MPH UBC _97 1.067 TO 12 0.97.1.00 COLUMN 4 - 3 AXIAL PT. DEPTH AREA SOX SIX FORCE NO. (IN) (IN2) (IN3) (IN3) (KIPS) 1* 12.00 3.88 16.92 16.92 .4.09 2 12.00 3.88 16.92 16.92 4.04 3 12.00 3.88 16.48 16.48 -3.36 4 12.00 3.88 16.92 16.92 -3.42 5* 12.00 3.88 16.92 16.92 -3.44 MINOR AXIS FORCES COLUMN 4 - 3 --------TOTAL SECTION --------- PT. SHEAR SY MOMENT FBY NO. (KIPS) (IN3) (IN -KIP) (KSI) 1* 0.00 2.08 0.00 43.89 2 0.00 2.08 0.00 43.89 3 -0.14 2.08 1.15 43.89 4 0.35 2.08 -6.45 43.89 5* 0.70 2.08 0.00 43.89 -ALLOW 'STRESSES - MOMENT FA FBO FBI (IN -KIP) (KSI) (KSI). (KSI) 0.00. 31.94 33.00 33.00 4.11 20.21 31.47 33.00 -27.92 43.89 43.89'41.85 259.68 43.89 42.48 43.89, 389.70 43.89 42.48 43.89 OUTER FLANGE SYOF MOMENT (IN3) (IN -KIP) 1.04 0.00 1.04 0.00 1.04 0.00 1.04 0.00 1.04 0.00 SHEAR ALLOW ---STRESS RATIOS --COMB CONT FORCE. SHEAR QS QA CB O.FL I.FL STRESS COMB (KIPS) (KIPS)' AXIAL BENDG BENDG RATIO M V -0.90. 17.34 0.97 1.00 1.75 0.03 0.00 0.00 0.03' 1 18 .710.31. 17.34 0.97'1.00 1.75 0.05 0.01 0.01 0.06 1 18 5.33 17.34 0.97.1.00 1.75 0.02 0:06 0.05 0.08 18 18 5.86 17.34 0.97 1.00 1.83 0.02 0.43 0.42 0.44 18 18 2.92 17.34 0.97 1.00 1.83 0.02 0.54 0;:52 0.54 18 3 INNER FLANGE SYIF MOMENT (IN3) (IN -KIP) 1.04 .0.00 1.04 0.00 1.04 0.00 1.04 0.00 1.04 0.00 F R A M E D E S I G N - W E L D S U M M A R Y DATE: 12/12/05 CADDS TIME: 03:58 PM -----------------------------------------------------------------------------------------------------------------------------7------ 'PAGE: F 12 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ------------------------------------------ # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH --------------------------------=-------------------------------- UBC 97 11.067 TO 12 ------------ ------------- PART WEB WEB FLG-TO-WEB FILLET ALLOW CONTROLLING NO. SECT THK STRESS SIZE SHEAR MEMB ANAL LOAD (IN) (KIPS/IN) (KIPS/IN) NO. PT COND OV65300 1 0.120 0.179 1/8 2.620 1 5 17 OV65304 1 0.120 0.319 1/8 2.620 3 4 18 OV65302 1 0.120 0.291 1/8 2.620 2 8 1 THE FLANGE -TO -WEB SHEAR VALUES SHOWN HAVE BEEN ADJUSTED FOR WIND LOAD TO SHOW THE EQUIVALENT LIVE LOAD F R A M E D E S I G N - S P L I C E S U M M A R Y DATE: 12/12/05 CADDS TIME: 03:58 PM PAGE: F 13 --------------------------------------------------------------------------- =-------------------------------------------------------- ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067. TO 12 ------------------------------------------------------------------------------------------------------------------------------------ THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION .IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS F R A M E D E S I G N - R E A C T I O N S DATE: 12/12/05 CARDS TIME: 0.3:58 PM ---------------------------------------------------------- PAGE: F 14 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S ----------------------------------------- BUILDER ORDER # 05-223 --=---------------- BUILDER ACCOUNT # -------- - - - - -= 20-04-007-90 BLDR CONTACT- Andy Wood BLDR PHONE # 530-345=7296 PROD NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) _ (SLOPE) DESIGN SYSTEM FRAME # ----------------------------------------------------------------------------------=------------------------------------------------- 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 POSITIVE REACTION DIRECTION HE- H KIPS Horizontal Force to Right V 2-------3 V KIPS Vertical Force Up Z KIPS Horizontal Out of Plane +---H / 1. .4 - Z A536 A537 - ## P Delta Analysis Performed ## No. Loading Combination 1H 1V 1Z 2Z 3Z 4H 4V 4Z Sum H Sum V Sum Z 1 DL + CLL + LL 0.87 4.17 0.00 0.00 0.00 -0.87 4.09 0.00 0.00 8.26 0.00 2 DL + WLL -2.93 -2.99 0.00 0.00 0.00 -2.11 0.07 0.00 -5.04 -2.92 0.00 3 DL+ WLR 1.32 -0.40 0.00 0.00 0.00 2.72 -2.52 0.00 4.03 -2.92 0.00 4 LL not applicable 5 3/4 WLL not applicable 6 3/4 WLR not applicable 7 D+CLL+EQL/1.4 0.06 0.95 0.00 0.00 0.00 -0.41 1.19 0.00 -0.34 2.14 0.00 8 D+CLL+EQR/1.4 0.33 1.28 0.00 0.00 0.00 0.01 0.87 0.00 0.34 2.14 0.00 9 EQL not applicable 10 EQR not applicable 11 PD+PC+0.70PL+EQLm not applicable 12 PD+PC+0.70PL+EQRm not applicable 13 0.85P(DL+CL)+EQLm not applicable 14 0.85P(DL+CL)+EQRm not applicable 15 DL+CL+EQLm not applicable 16 DL+CL+EQRm not applicable 17 DL + EWP -0.64 -3.16 1.65 1.91 1.61 -2.74 0.24 1.40 -3.38 -2.92 6.57 18 DL + EWS 2.23 0.34 -1.45 -1.67. -1.41 1.15 -3.26 -1.22 3.38 -2.92 -5.75 19 3/4 EWP not applicable 20 3/4 EWS not applicable F R A M E D E S I G N - R E A C T I O N S DATE: 12/12/05 CADDS TIME: 03:58 PM PAGE: F 15 --------------------------- 7 - - - ---------------------------------------------------------------------.------------------------------- OR ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S - - - - - - - - - - - - - - - - - - - - - - BUILDER ORDER # - --- - - - - - . - - - - 05-223. - - - - - - - - - - - - - - - - - BUILDER ACCOUNT # - - - - - - - - - - - - - - 20=04-007-90 BLDR CONTACT - Andy Wood. BLDR PHONE # 530-345-7296 PROJ NAME- Hupp Neon ENGR GRP - Visalia .(TYPE) (WIDTH) (HEIGHT) (LIVE).. (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-011. 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 POSITIVE REACTION DIRECTION HE - 'H KIPS Horizontal Force to Right V 2-------3 V KIPS Vertical Force Up Z KIPS Horizontal Out of Plane +---H / 1 4 Z A536 A537 - ID Load Case 1H 1V 1Z 2Z 3Z 4H 4V 4Z SumH Sum V Sum Z DL DEAD LOAD 0.16 0.92 .0.00 0.00 0.00 -0.16' 0.84 0.00 0.00 1.76 0.00 CLL COLLATERAL LOAD 0.04 0.19 0.00 0.00 0.00 -0.04 0.19 0.00 0.00 0.38 0.00 LL LIVE LOAD 0.67 3.06 0.00 0.00 0.00 -0.67 3.06 0.00 0.00 6.12. 0.00 WLL WIND LOAD LEFT -3.09 -3.91 0.00 0.00 0.00 -1.96 -0.77 0.00 -5.04 -4.68 0.00 ' WLR WIND LOAD RIGHT 1.16 -1.32 0.00 0.00 0.00 2.87 -3.36 0.00 4.03 -4.68 0.00 EQ SEISMIC LOAD -0.19 -0.22 0.00' 0.00 0.00 -0.29 0.22 0.00 -0.48 0.00 0.00 EWP EW WIND PRESSURE -0.80 -4.08 1.65 1.91 1.61 -2.58. -0.60 1.40 -3.38 -4.68. 6.57 EWS EW WIND SUCTION 2.08 -0.58 -1.45 -1.67 -1.41 1.30 -4.10 -1.22 3.38 -4.68 -5.75 PDE P Delta Unit Story S 0.10 -0.52 0.00 0.00 0.00 -0.10 0.52 0.00 0.00 0.00 0.00 F R A M E D E S I G N - S T RES S S U M M A R Y DATE: 12/12/05 CADDS TIME: 03:58 PM PAGE: F 16 ----------------------------------------------------------------------------=------------------------------------------------------- ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 --------------------------------------------------------------------------=--------------------------------------------------------- MEMBER NO. 1 JOINT 1 - 2 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT NO. (FT) STRESS SEGS SIZE START END 1 15.18 55. 4 3.79 FT 12.00 IN 12.00 IN CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES --- SECT. FORCE MOMENT AXIAL FBO FBI NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) 1 -3.37 351.03 -0.87 20.75 20.75 MEMBER NO. 2 ---------------------------------- JOINT 3 - 2 WEB OUTER FL. THK. 5.000 X .250 .120 "-ALLOWABLE STRESSES --- FA FBO FBI (KSI) (KSI') (KSI) 43.89 20.99 43.89 SECT. LENGTH YIELD. NO. MAX SEG DEPTH AT DEPTH AT NO. (FT) STRESS. SEGS SIZE START END 1 28.24 55. 7 5.00 FT 12.00 IN 12.00 IN CONTROLLING ACTIONS COMB. STRESS LOAD INNER FL. RATIO COND 5.000 X .250 0.988 17 --------------SHEAR-------------- FORCE ALLOW STRESS LOAD (KIPS) (KIPS) RATIO COND 3.29 17.34 0.190 17 WEB COMB. STRESS LOAD OUTER FL. THK. INNER FL. RATIO COND 5.000 X '.250 .120 5.000 X .250 0.543 17 ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI)' (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 -2.88 -292.31 -0.74 -20.37 -17.73 43.89 43.89 32.66 -4.03 13.04 0.309 1 MEMBER NO. 3 ---------------------------------- JOINT 4 - 3 SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 12.81. 55. 4 4.50 FT 12.00 IN 12.00 IN 5.000 X .250 .120 5.000 X .250 0.545 18 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES-- ----------=---- SHEAR ------- -----=- SECT. FORCE MOMENT AXIAL FBO. FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 -3.44 389.70 -0.89 23.03 23.03 43.89 42.48 43.89 5:86' 17.34 0.338 18 FRAME D E S I G N.- S E R V I C E L O A D J-0 I N T DE F L E C T I.0 N S DATE: 12/12/05 CADDS TIME.: 03:58 PM - ----------------------------------------------------------.-.--------------------------------------------------- PAGE: F 17 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S ..BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy.Wood. BLDR' PHONE # 530-345-7296 PROJ'NAME - Hupp.Neon ENGR GRP - Visalia (TYPE) (WIDTH) .(HEIGHT) (LIVE). (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-011. 17'-4" 20 PSF 80 MPH UBC. 97 1.067 TO 12 JOINT DEFLECTIONS POSITIVE DEFLECTION DIRECTION HE - H INCHES Horiz. Deflection to Right V 2-------3 V INCHES Vertical Deflection Up +---H / 1 4- z A536 A531 ## P Delta Analysis Performed ## No. Loading Combination Cd 2H 2V 3H 3V 4 LL N -0.177 -0.005 -0.179 -0.004 5 3/4 WLL N 1.168 0.005 1.167 0.001 6 3/4 WLR N -0.631 0.002 -0.630 0.004 9 EQL Y 0.229 0.000 0.230 0.000 10 EQR Y -0.229 0.000 -0.230 0.000 19 3/4 EWP N 1.531 0.005 1.538 0.001 20 3/4 EWS N -1.127 0.001 -1.125 0.004 FRAME D E.S IGN - S E R V I C E L O A D M E M B E R D E F L E C T I O N S DATE: 12/12/05 CADDS TIME: 03:58 PM PAGE: F 18 ---------------------------------------------------------------------=------=------------------------------------------------------- ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 ------------------------------------------------------------------------------------------------------------------------------------ MEMBER DEFLECTIONS POSITIVE DEFLECTION DIRECTION H INCHES Horizontal to the Right V V INCHES Vertical Up +---H / Z MAXIMUM MEMBER DEFLECTIONS MEMBER 1H MEMBER 2V No. Loading Combination PT DEFL PT DEFL 4 LL 4 -0.216 4 -0.345 5 3/4 WLL 6 1.168 3 0.330 6 3/4 WLR 6 -0.631 5 0.168 9 EQL 6 0.229 3 0.041 10 EQR 6 -0.229 3 -0.041 19 3/4 EWP 6 1.531 3 0.414 20 3/4 EWS 6 -1.127 6 0.158 HE- 1 3 MEMBER 3H PT DEFL 6 -0.179 6 1.167 6 -0.630. 6 0.230 6 -0.230 6 1.538 6 -1.125 F R A M E' D E S I G N - J O I N T D E F L E C T I O N S 3F1 DATE: 12/12/05 1 DL + CLL + LL N -0.227 CADDS TIME: 03:58 PM ---------------------------------------------------------------------------=--------------------------------------------------------- -0.006 2 DL + WLL N PAGE: F 19 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER'ACCOUNT # 20-04-0.07-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 8 DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS ------------------------------------------------------------------------=----------------------------------------------------------- 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 -0.001 POSITIVE DEFLECTION DIRECTION DL + EWP N HE - 0.005 2.010 H INCHES Horiz. Deflection to Right V 18 DL + EWS 2-------3 -1.542 0.000 V INCHES Vertical Deflection Up 0.005 +---H / 1 4 Z A536 A537 ## P Delta Analysis Performed ## No. Loading Combination Cd 2H 2V 3F1 3V 1 DL + CLL + LL N -0.227 -0.007 -0.230 -0.006 2 DL + WLL N 1.517 0.005 1.515 0.000 3 DL + WLR N -0.881 0.001 -0.880 0.004 7 D+CLL+EQL/1.4 N 0.114 -0.001 0.114 -0.002 8 D+CLL+EQR/1.4 N -0.216 -0.002 -0.217 -0.001 17 DL + EWP N 2.002 0.005 2.010 0.000 18 DL + EWS N -1.542 0.000 -1.540 0.005 FRAME DESIGN - M E M B E R D E F L E C T I O N S DATE: 12/12/05 CADDS TIME: 03:58 PM --------------------------------------------------------.------------------------------------=--------------------------------------- PAGE: F ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER'ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR.GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION ------------------------------=---------------------------------------------------------------------------------==------------------ EWSS 30'-0" 17'-4"" 20 PSF 80 MPH UBC 97 1.067 TO 12 POSITIVE DEFLECTION DIRECTION HE - H INCHES Horizontal to the Right V +---2---+ V INCHES Vertical Up +---H 1 3 Z - MAXIMUM MEMBER DEFLECTIONS MEMBER 1H MEMBER 2V MEMBER 3H No."Loading Combination PT DEFL PT DEFL PT DEFL 1 DL + CLL + LL 4 -0.278 4 -0.447 6 -0.230 2 DL + WLL 6 1.517 3 0.380 6 1.515 3 DL + WLR 6 -0.881 5 0.154 6 -0.880 7 D+CLL+EQL/1.4 6 0.114 5 -0.085 6 0.114 8 D+CLL+EQR/1.4 5 -0.217 4 -0.122 6 -0.217 17 DL + EWP 6 2.002 3 0.491 6 2.010 18 DL + EWS 6 -1.542 6 0.163 6 -1.540 F R A M E D E S I G N .. - F R A M E L "A YO U T. DATE: 12/12/05 CADDS TIME: 03:58 PM" ------------------------------------------- PAGE: F ORDER # 135268 BUILDER - NORTH VALLEY BUILDINGS BUILDER ORDER #. -----"------------------------------- 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy. Wood. BLDR PHONE # 530-345-7296 PROJ NAME -"Hupp Neon ENGR GRP.- Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE)" (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'=0" 17'"-4" 20 PSF 80 MPH UBC 97° . 1.067 TO 12 LEFT SIDE RIGHT SIDE SLOPE (P/12.) = 0.000 SLOPE (P/12.) _. 1.067 DIST. TO RIDGE = 0.000 FT. DIST. TO RIDGE = 30.000 FT. COLUMN OFFSET = 8.000 IN. COLUMN OFFSET"' _ .8.000 IN. "GIRT DEPTH = 8.000 IN. GIRT"DEPTH = 8.000IN." PURLIN DEPTH = 8.000 IN. (PURLIN UNINSULATED) PURLIN DEPTH" _ 8.000 IN. SPAN WIDTHS - (LEFT TO RIGHT) SPAN 1 30.000 FT. - HE- OV65302 0 0 V V. 6 6 5 5 3 3 0 0 0 4 1 SPLICE DESIGN - CONTENTS DATE: 12/12/05 CADDS TIME: 03:58 PM ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) (UNIT) (FRAMELINES) PAGE NO --------------------- ------ ------------------------ ------------------ - S -i - DESIGN FRAME # 01 EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 C:\135268.RDB S P L I C E D E S I G N - C O V E R S H E E T DATE: 12/12/05 CADDS TIME: 03:58 PM PAGE: S ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS .30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 ---------------------------------------------------------------------------------------------------------=-------------------------- RUN OPTIONS AND INFORMATION SOURCING PLANT 04 - Visalia QUANTITY OF LIKE FRAMES 2 STRESS RATIO LIMIT . 1.030 COVER SHEET SIGN CONVENTIONS APPLIED LOADS SUMMARY PART DIMENSIONS BOLTS / SPLICE PLATE INFORMATION REPORTS SELECTED BOLT LOADS / ALLOWABLES LAYOUT SKETCH FLANGE / WEB PLATE INFORMATION CONTROLLING PLATE STRESSES WELD INFORMATION SPLICES SELECTED SPL MEMB SEQ Connection ! GROUP INFORMATION ! ASSEMBLY INFORMATION NUM NUM NUM Description ! NUM Connection Plate Opt ! NUM Stiffener Opt Weld Opt --- --- --- -=---------------=-- + ---- --------------------------- + ------- 1 01 1 Pinned Base Plate 5 Analysis Only OV65300 01 Analysis Only Design w/ Com bined Welds 2 01 2 Knee Splice 6 Analysis Only. OV65300 02 Analysis Only Design w/ Combined Welds OV65302 02 Analysis Only Design w/ Combined Welds 3 03 1 Pinned Base Plate 7 Analysis Only OV65304 01 Analysis Only Design w/ Combined Welds 4 03 2 Knee Splice 8 Analysis Only OV65304 02 Analysis Only Design w/ Combined Welds OV65302 01 Analysis Only Design w/ Combined Welds S P L I C E D E S I G N - C O V E R S H E E T DATE: 12/12/05 CADDS TIME: ------------------------------------------------=-------------------------==--------------------------------------------------------- 03:58 PM PAGE: S ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05=223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" ------------------------------------------------------------------------------------------------------------------------------------ 17'-4" 20 PSF 80 MPH UBC 97 .1.067. TO 12 RUN OPTIONS AND INFORMATION SOURCING PLANT 04 - Visalia QUANTITY OF LIKE FRAMES 2 STRESS RATIO LIMIT 1.030 REPORTS SELECTED COVER SHEET BOLT LOADS / ALLOWABLES SIGN CONVENTIONS LAYOUT SKETCH APPLIED LOADS SUMMARY FLANGE / WEB PLATE INFORMATION PART DIMENSIONS CONTROLLING PLATE STRESSES BOLTS / SPLICE PLATE INFORMATION WELD INFORMATION SPLICES SELECTED SPL MEMB SEQ Connection ! GROUP INFORMATION ! ASSEMBLY INFORMATION NUM NUM NUM Description ! NUM Connection Plate Opt ! NUM Stiffener Opt Weld Opt --- - -- - ---------------- - - - - -- + - - ---------------- --- ---- - - - - -- +- - - - --- -- ----------- - - -_-- ------- - ---------- - - - - -= 1 01 1 Pinned Base Plate 5 Analysis Only OV65300 01 Analysis Only Design w/ Combined Welds 2 01 2 Knee Splice 6 Analysis Only OV65300 02 Analysis Only Design w/ Combined Welds OV65302 02 Analysis Only Design w/ Combined Welds 3 03 1 Pinned Base Plate 7 Analysis Only OV65304 01 Analysis Only Design w/ Combined Welds 4 03 2 Knee Splice 8 Analysis Only OV65304 02 Analysis Only Design w/ Combined Welds OV65302 01 Analysis Only Design w/ Combined'Welds_ S P L I C E D E S I G N - A P P L I E D L.0 A D S S U M M A R Y DATE: 12/12/05 TIME: 03:58 PM CADDSPAGE: ------------------ ------------------------------------------------=-----------=------------------------------=--------- S 1 - ORDER # 135268 BUILDER NORTH VALLEY BUILDING S BUILDER ORDER # BLDR CONTACT - Andy Wood 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE # 01 ----------------------------------------------------------------------------------------------- TYPE Pinned Base Plate No Ext Corner - S Nuts ------------------------- LOAD DESCRIPTION DESIGN AXIAL SHEAR X SHEAR Y STRESS MEMBER NO CATEGORY (kips) (kips) (kips) FACTOR STRENGTH 1 DL + CLL + LL Stress 4.17 0.87 0.00 1.00 N - 2 DL + WLL Stress -2.99 -2.93 0.00 1.33 N 3 DL + WLR Stress -0.40 1.32 0.00 1.33 N 4 LL V Defl Category 7 Load Combination - Does not apply to Splice Design. 5' 3/4 WLL H Defl Category 6 Load Combination - Does not apply to Splice Design. 6 3/4 WLR H Defl Category 6 Load Combination - Does not apply to Splice Design-. 7 D+CLL+EQL/1.4 Stress 0.95 0.06 0.00 1.33 N 8 D+CLL+EQR/1.4 Stress 1.28 0.33 0.00 1.33 N 9 EQL H Defl Category 6 Load Combination - Does not apply to Splice Design. 10 EQR H Defl Category 6 Load Combination - Does not apply to Splice Design. 11 PD+PC+0.70PL+EQLm Axial C Category 3 Load Combination - Does not apply to Splice Design. 12 PD+PC+0.70PL+EQRm Axial C Category 3 Load Combination - Does not apply to Splice Design. 13 0.85P(DL+CL)+EQLm Axial T Category 4 Load Combination - Does not.apply to Splice Design. 14 0.85P(DL+CL)+EQRm Axial T Category 4 Load Combination - Does not apply to Splice Design. 15 DL+CL+EQLm Conns Category 2 Load Combination -. Does not apply to this Splice Type. 16 DL+CL+EQRm Conns Category 2 Load Combination - Does not apply to this Splice Type. 17 DL + EWP Stress -1.41 0.80 1.65 1.33 N 18 DL + EWS Stress -1.41 0.80 -1.45 1.33 N 19 3/4 EWP H Defl Category 6 Load Combination - Does not apply to Splice Design. 20 3/4 EWS H Defl Category 6 Load Combination - Does not apply to Splice Design. P A R T D I M E N S I O N S Column Sidewall Endwall Dimensions at Connection Flg. to Flg. Dimension 12.000" Offset from Structure Line 8.000" 6.000" Main Flange Dimensions Adjacent Depth Change Information .Distance to Depth Change 15'- 2.174" Flg. to.Flg. Dimension 12.000" Adj. P1. Angle (Degrees) 0.000 S P L I C E D E S I G N - B O L T S / S P.L I C E P L A T E DATE: 12/12/05 CADDS TIME: 03:58 PM PAGE: S 2 ---------------------------------------------------.------------------------------------------------- ORDER-# 135268 BUILDER_- NORTH VALLEY BUILDING S BUILDER ORDER # 05-223. BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE '# 530-345-1296 PROJ NAME — Hupp Neon ENGR GRP'- Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE).. (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS30'=0". 17'-4" 20 PSF 80' MPH UBC 97 1.067 TO 12 SPLICE # 01 TYPE : Pinned Base Plate No Ext Corner = S Nuts S P L I C E P L A T E PLATE TYPE STANDARD PART NUMBER 0042853 ORIENTATION NORMAL - PLATE WIDTH 8.000" - PLATE LENGTH 12.500" PLATE THICKNESS 0.500" - PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.000" - DESIGN STRESS RATIO 0.080 CONTROLLING COND. 2 CONTROLLING LOCATION Outer Row 2 B O L T I N F O R M A T I O N BOLT DIAMETER 0.750" BOLT GAGES — INNER: 4.000" BOLT TYPE Gr36 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW OUTER 1 2 3.000" OUTER 2 2 7.000" 4.000" C O N C R E T E S T R E S S E S MIN. DESIGN FOOTING SIZE 145.000 ( In^2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD COND. NUMBER 1 ACTUAL ULTIMATE CONCRETE STRESS 0.067. KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.842 KSI CONCRETE STRESS.RATIO 0.036 S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 12/12/05 CADDS TIME: ----------------------------------------------------------------------------=------------------------------------------------------- 03:58 PM PAGE: S 3 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE ------------------------------------------------------------------------------------------------------------------------------------ # 01 TYPE Pinned Base Plate No Ext Corner - S Nuts B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER'3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. --- - -------------------------- (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 1 Total Section is in Compression 0.000 9.860 2 0.747 0.747 1.659 13.143 1.691 25.514 3 0.100 0.100 0-.745 13.143 0.226 25.514 4 Category 7 Load Combination - Does not apply to Splice Design. 5 Category 6 Load Combination - Does not apply to Splice Design. 6 Category 6 Load Combination - Does not apply to Splice Design. 7 Total Section is in Compression 0.000 13.143 8 Total Section is in Compression 0.000 13.143 9 Category 6 Load Combination - Does not apply to Splice Design. 10 Category 6 Load Combination - Does not apply to Splice Design. 11 Category 3 Load Combination - Does not apply to Splice Design. 12 Category 3 Load Combination - Does not apply to Splice Design. 13 Category 4 Load Combination - Does not apply to Splice Design. 14 Category 4 Load Combination - Does not apply to Splice Design. 15 Category 2 Load Combination - Does not apply to this Splice Type. 16 Category 2 Load Combination - Does not apply to this Splice Type. 17 0.352 0.352 1.039 13.143 0.796 25.514 18 0.352 0.352 0.935 13.143 0.796 25.514 19 Category 6 Load Combination - Does not apply to Splice Design. 20 Category 6 Load Combination - Does not apply to Splice Design. OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 -+---------- 3.000" 4.000" 12.000" 5.500" +- 4.000"-+ •FFFFFFFFFFFFFFFFFFFFFFF W. o W o . W W W o W o W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF S P L I C E D E S I G N - L A Y O U T. S K E T C H DATE: 12/12/05 CADDS TIME:, 03:58 PIN. PAGE: S 4 -------------------------------------------------.------ ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S ----------------.------------------------------------- BUILDER ORDER # '05-223 —BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood. BLDR PHONE #.530-345-7296 PROJ NAME -•Hupp Neon ENGR GRP - Visalia .(TYPE) (WIDTH)• (HEIGHT) (LIVE).. (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'=0" 17'-4" 20 PSF 80 MPH. UBC 97 1.067 TO 12 SPLICE # 01 ------------- TYPE :. Pinned Base,Plate No 'Ext Corner..- S Nuts. SPLICE PLATE 0042853 COLUMN BOLTS: 0.750" DIA'Gr 36 NO WASHERS 8.000" X 12.500" X 0.500" OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 -+---------- 3.000" 4.000" 12.000" 5.500" +- 4.000"-+ •FFFFFFFFFFFFFFFFFFFFFFF W. o W o . W W W o W o W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF S P L I C E D.E S I G N - F L A N G E A N D W E B P L A T E I N F O R M A T I O N DATE: 12/12/05 CADDS TIME: 03:58 PM -------------------------------------------------- =------------------------- PAGE: S 5 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER =------------------------------------------------------- ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) .(LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE # 01 ------------------------ TYPE : Pinned Base Plate ---------------------------------------------- ------------------- No Ext Corner --------------- - S Nuts --------------- ------- ----=- F L A N G E P L A T E S ----------_ MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION COMPRESSION CSR LOAD T. X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 1 Main Flange 0.250 X 5.000 0.000 0.30 43.99 1.08 49.50 0.022 1 INNER 1 Main Flange 0.250 X 5.000 0.500 0-.08 43.99 1.08 49.50 0.022 1 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) .(Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web 0.120 1.99 29.33 2.26 43.99 1.08 49.50 0.068 2 S P L I C E D E S I G N - P L A T E S T R E S S E S DATE: 12/12/05 CADDS TIME: 03:58 PM -------------------------------------------------------------------------=---------------------------------=------------------------ PAGE: S 6 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE # 01 ------------------------------------------------------- TYPE Pinned Base Plate ---------- ------------------------------------------------------------------- No Ext Corner - S Nuts P L A T E S T R E S S E S CONTROLLING STRESSES --------=-------- COLUMN SIDE ------------------ ------'--- Plate Stresses -------- Load Shear Tens. Compr Allow CSR Cond (Ksi) (Ksi) (Ksi) (Ksi) Flange Location Main Flange 0.66 0.30 1.08 29.33 0.023 17 Main Flange 0.66 0.08 1.08 29.33 0.023 17 Web Location Main Web Outer Bolt Row 1 1.99 2.02 1.08 29.33 0.068 2 Outer Bolt Row 2 .1.99 2.26 1.08 29.33 0.068 2 S P L I C E. D E S I G N - W E L D I N F. O.R M A T I O N DATE: 12/12/05 CADDS TIME: 03:58 PM ----------------------------------------------------------------------------------------------------------------- PAGE: S 7 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER # --- -----= 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon .ACCOUNT ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF. 80 MPH UBC 97 1.067 TO 12 SPLICE # 01 --------------------------------------=----------------------------------------------------------- TYPE : Pinned Base Plate No Ext Corner -=-------------- - S Nuts ------------------ W E L D I N F O R M A T I O N COLUMN SIDE FL A N G E P L A T E S DESCRIPTION FULL ------------.------ WELD SIZE ------------------- ---=---- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD - Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND OUTER 1 Main Flange Flange to Splice Plate 1/8" 0.04 3.71; 0.010 17 INNER 1 Main Flange Flange to Splice Plate 1/8" 0.01 3.71 0.003 17 W E L D I N F O R M A T I O N COLUMN SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET - =---------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win)'Win) Win) COND Main Web Web to Splice Plate 1/8" 1/8" 0.27 0.24 6.55 0.055 2 Dimensions at Connection Outside Hammerhead Dimension Flg. to Flg. Dimension Part Slope Conn. Plate Angle (Degrees) Offset from Structure Line Main Flange Dimensions Outer Flange Width . Thickness Inner Flange Width Thickness Adjacent Depth Change Information Distance to Depth Change Flg. to Flg. Dimension Adj. P1. Angle (Degrees) P A R T D I M E N S I O N S Column Roof Beam S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y -5.081 DATE: 12/12/05 CADDS TIME: ------------------------------------------------------- 03:58 PM PAGE: S 8 ORDER ------------------------------------ # 135268 BUILDER.- NORTH VALLEY BUILDING S BUILDER ORDER # ------------------------------- 05-223 ------------ BUILDER ACCOUNT # 20-04-007-90. BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-1296 PROJ NAME - Hupp Neon ENGR GRP - Visalia .(TYPE) (WIDTH) (HEIGHT) (LIVE). (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0". 17'-.4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE # 02 --------------------------------------------------------------------------------------------------------------- TYPE : Ext Col - Roof Beam Knee 2 Row Outer Hmhd - 11 Flg --------------------= LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO CATEGORY (kips) (kips) (in -k) FACTOR STRENGTH 1 DL + CLL + LL Stress 3.97 -0.87 -163.68 1.00 N - 2 DL + WLL Stress -3.20 -0.10 290.55 1.33 N 3 DL + WLR Stress -0.61 0.58 -84.22 1.33 N 4 LL V Defl Category 7 Load Combination - Does not apply to Splice Design. 5 3/4 WLL H Defl Category 6 Load Combination - Does not apply to Splice Design. 6 3/4 WLR H Defl Category 6 Load Combination - Does not apply to Splice Design. 7 D+CLL+EQL/1.4. Stress 0.74 -0:06 -12.20 1.33 N 8 D+CLL+EQR/1.4 Stress 1.07 -0.33 -62.52 1.33 N 9 EQL H Defl Category 6 Load Combination - Does not apply to Splice Design. 10 EQR H Defl Category 6 Load Combination - Does not apply to Splice Design. 11 PD+PC+0.70PL+EQLm Axial C Category 3 Load Combination - Does not .apply to Splice Design. 12 PD+PC+0.70PL+EQRm Axial C Category.3 Load Combination - Does not apply to Splice Design. 13 0.85P(DL+CL)+EQLm Axial T Category 4 Load Combination - Does not apply to Splice Design. 14 0.85P(DL+CL)+EQRm Axial T Category 4 Load Combination - Does not apply to Splice Design. 15 DL+CL+EQLm Conns 0.28 0.32 60.49 1.70 Y 16 DL+CL+EQRm Conns 1.54 -0.72 -135.21 1.70 Y 17 DL + EWP Stress -1.61 1.86 79.84 1.33 N 18 DL + EWS Stress -1.61 1.86 79.84 1.33 N 19 3/4 EWP H Defl Category 6 Load Combination - Does not apply to Splice Design. 20 3/4 EWS H Defl Category 6 Load Combination - Does not apply to Splice Design. Dimensions at Connection Outside Hammerhead Dimension Flg. to Flg. Dimension Part Slope Conn. Plate Angle (Degrees) Offset from Structure Line Main Flange Dimensions Outer Flange Width . Thickness Inner Flange Width Thickness Adjacent Depth Change Information Distance to Depth Change Flg. to Flg. Dimension Adj. P1. Angle (Degrees) P A R T D I M E N S I O N S Column Roof Beam 7.875" 12.000" 12.000" -1.067 TO 12 -5.081 -5.081 8.000" 0.125" 15'- 2.174" 12.000" 0.000 5.000" 0.250" 5.000" 0.250" 281- 2.937" 12.000" 0.000 DATE: 12/12/05 CADDS TIME: 03:58 PM ------------------------------------------------------------------------------------------------------------------------------------ PAGE: S 9 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE # 02 ---------------------------- TYPE : Ext Col - Roof Beam Knee ------------------------------------------------------- ----------------------- 2 Row Outer Hmhd --------------- - 11 Flg ----------- S P L I C E P L A T E COLUMN SIDE ROOF BEAM SIDE PLATE TYPE STANDARD FLANGE PLATE PART NUMBER 0042869 ORIENTATION REVERSED PLATE WIDTH 6.000" 5.000" PLATE LENGTH 21.000" PLATE THICKNESS 0.375" 0.250" PLATE YIELD STRESS 55.00 KSI 55.00 KSI PLATE OFFSET 0.000" DESIGN STRESS RATIO 0.348 0.886 CONTROLLING COND. 2 2 CONTROLLING LOCATION Inner Row 1 Inner Row 1 B O L T I N F O R M A T I O.N BOLT DIAMETER 0.625" BOLT GAGES - INNER: 2.750" BOLT TYPE A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 1.625" INNER 2 2 5.500" 3.000" OUTER 2 2 6.625" 5.000" INNER 1 2 2.500" W E B S H E A R NO STIFFENERS ARE REQUIRED FOR WEB SHEAR r S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 12/12/05 CADDS TIME: ------------------------------------------------------------------------------------------------------------------------------------ 03:58 PM PAGE: S 10 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE-#-02------------------TYPE - : ----------------------------------------------------------------------------------------------------- Ext Col - Roof Beam Knee 2 Row Outer.Hmhd - 11 Fig B O L T L O AP S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv Ali. ft Act. Ft All. COLUMN SIDE ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) 1 2 2.999 1.532 0.000 0.000 0.209 21.000 9.775 43.998 3 0.000 0.394 4.313 5.637 0.156 27.993 18.375 58.651 1.749 1.014 0.000 0.000 0.213 27.993 5.702 58.650 4 Category 7 Load Combination - Does not apply to Splice Design. 5 Category 6 Load Combination - Does not apply to Splice Design. 6 Category 6 Load Combination - Does not apply to Splice Design. 7 8 0.193 0.080 0.000 0.000 0.001 27.993 0.628 58.652 1.178 0.621 0.000_ 0.000 0.096 27.993 3.840. 58.652 9 Category 6 Load Combination - Does not apply to Splice Design. 10 Category 6. Load Combination - Does not apply to Splice Design. 11 Category 3 Load Combination - Does not apply to Splice Design.' 12 Category 3 Load Combination - Does not apply to Splice Design. 13 Category 4 Load Combination - Does not apply to Splice Design. 14 Category 4 Load Combination - Does not apply to Splice Design. 15 0.000 0.020 0.748 0.994 0.140 36.000 3.241 67.500 16 2.605 1.406 0.000 0.000 0.235 36.000 8:492 57.500 17 0.000 0.172 1.335 1.728 0.988 27.993 5.633 58.615 18 0.000 0.172 1.335 1.728 0.927 27.993 5.633 58.620 19 Category 6 Load Combination - Does not apply to Splice Design. 20 Category 6 Load Combination - Does not apply to Splice Design. r S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 12/12/05 CADDS TIME: -------------------------------------------------- 03:58 PM PAGE: S 11 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING ---- -- S ------- -------- BUILDER ------- ORDER # ----------- --------- 05-223 ---------- BUILDER ----------- ACCOUNT # ------- - - - - -- 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE --------------------------------------- # 02 TYPE : Ext Col - ------------------------------------------------------------- Roof Beam Knee 2 Row Outer Hmhd - -------------------------------- II Flg B O L T L O A D S / A L L O W A B L E S. LOAD OUTER EDGE INNER EDGE SHEAR TENSION. NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. FAll. d ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) ROOF BEAM SIDE - 1 2.637 1.377 0.000 0.000 0.209 21.000 -8.596 43.998 2 0.000 0.387 4.252 5.559 0.156 27.993 18.119 58.651 3' 1.608 0.957 0.000 0.000 0.213 27.993 5.241; 58.650 4 Category 7 Load Combination - Does not apply to Splice Design. 5 Category 6 Load Combination - Does not apply to Splice Design. 6 Category 6 Load Combination - Does not apply to Splice Design. 7 0.161 0.067 0.000 0.000 0.001 27.993 0.524 58.652 8 1.046 0.565 0.000 0.000 0.096 27.993 3.411 58.652 9 Category 6 Load Combination - Does not apply to Splice Design. 10 Category 6 Load Combination - Does not apply to Splice Design. 11 Category 3 Load Combination - Does not apply to Splice Design. 12 Category 3 Load Combination - Does not apply to Splice Design. 13 Category 4 Load Combination - Does not apply to Splice Design. 14 Category 4 Load Combination - Does not apply to Splice Design. 15 0.000 0.014 0.733 0.976 0.140 36.000 3.183 67.500 16 2.332 1.290 0.000 0.000 0.235 36.000 7.602 67.500 17 0.000 0.174 1.320 1.708 0.988 27.993 5.566 58.615 18 0.000 0.174 1.320 1.708 0.927 27.993 5.566 58.620 19 Category 6 Load Combination - Does not apply to Splice Design. 20 Category 6 Load Combination - Does not apply to Splice Design. S P L I-.0 E D E S I G N - L A Y O U T S"K E T C H DATE: 12/12/05 CADDS TIME: 03:58 PM. -------------------------------------------------------------"------=-------------------------------"----------- • PAGE: S 12 ORDER # 135268 BUILDER - NORTH -VALLEY BUILDINGS ."BUILDER ORDER #" 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy.Wood, BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon :ENGR GRP - Visalia " "(TYPE) (WIDTH)" (HEIGHT) (LIVE). (WIND) " (CODE/YEAR)- (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'=0". . 17'-4" 20 PSF 80 MPH "UBC 97 1.067 TO 12 SPLICE #-02------------------TYPE Ext Col - Roof Beam Knee-_---------2"-Row-Outer"Hmhd - 11. Flg--------------------- 'SPLICE PLATE 0042869 REVERSED COLUMN SIDE-->I<--'ROOF BEAM"SIDE BOLTS:" 0.625" DIA A325 NO WASHERS 6.000" X 21.000" X 0.375" I, USE EXIST. FIG.: .5.000""X 0.250" +- 2.75011.-+ -+---------+----=-------------=------------- =--+- - OUTER HAMMERHEAD FLANGE 0042892 1.625" HFHFHFHFHFHEFEFEFEFEFEF END -FLANGE 0.250 X 6.000 X 6.000" I W. _ 0."375"X 6:000 X 11.750 -+--- 0 W. 0. 7.906" W OUTER HAMMERHEAD GUSSET 5.000" W 0.250 X 7.625 X .6.678 X 6.000 W -+--- 0 W .o W OUTSIDE FLANGE _ FFFFFFFFFFFF 0.250 X .5.000 W W W . W, W W W. W" - W W W 21:000" 8.875" W MAIN WEB W 0.120 W 12.047" W MAIN WEB W 0.120 W W W W W W W W .. W W 3.000"" W - I" W -+--- o W o 2.500" W INSIDE FLANGE I" _ FFFFFFFFFFFFMSMSMSMSMSM"" MAIN STIFFENER `0042872 0.250 X 5.000 -+------------- --------------------- V------_ —" 0.250 X 2.500 X 11.000 NS/FS S P L I C E D E S I G N - F L A N G E A N D W E B P L A T E I N F O R M A T I.0 N DATE: 12/12/05 CADDS TIME: 03:58 PM ----------------------------------------------------------------------------=------------------------------------------------------- PAGE: S 13 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE # 02 TYPE : - --------------------------------------------------------------------------------------------------------------------------------- Ext Col - Roof Beam Knee 2 Row Outer Hmhd - 11 Fig F L A N G E P L A T E S LOCATION DESCRIPTION PART NO. SIZE DIST FROM ----------_ MAXIMUM STRESSES ----------- - TENSION COMPRESSION CSR LOAD T. X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) .(Ksi) COLUMN SIDE OUTER 1 Hammerhead Flange 0042892 0.250 X 6.000 X 6.000 0.000 1.73 '33.00 8.10 65.98 0.123 2 OUTER 3 Main Flange 0.250 X 5.000 7.906 1:20 33.00 0.00 49.50 0.036 1 INNER 1 Main Flange 0.250 X 5.000 1.047 4.80 43.99 7.67 49.50 0.155 1 ROOF BEAM SIDE OUTER 1 End Flange 0.375 X 6.000 X 11.750 0.000 1.32 33.00 7.91 65.98 0.120 2 INNER 1 . Main Stiffener 0042872 0.250 X 2.500 X 11.000 0.000 1.51 43.99 7.25 49.50 0.146 1 W E B P L A T E S DESCRIPTION PART NO. SIZE ------------------ -- SHEAR --- MAXIMUM STRESSES ------- - TENSION - COMPRESSION ----------- CSR LOAD T X W X OL X. IL ACT. ALLOW ACT. ALLOW ACT. ALLOW GOND ------------- Inches ---------=---- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Outer Hammerhead Gusset 0.250 X 7.625 X 6.678 X 6.000 11.43 29.33 3.91 33.00 7.89 65.98 0.390 2 Main Web 0.120 1.20 29.33 19.04 43.99 7.52 49.50 0.433 2 ROOF BEAM SIDE Main Web 0.120 13.22 19.23 21.81 43.99 7.61 65.98 0.687 2 S P L I.0 E D E S I G N - P L A T.E S T R E S S E S DATE: 12/12/05 CADDS TIME: 03:58 PM PAGE: S 14 -----------------------------------------------------------------.---------------------------------------------------- ORDER # 135268 BUILDER.- NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ'NAME - Hupp Neon ENGR GRP'- Visalia .(TYPE) (WIDTH) (HEIGHT) (LIVE). (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0". 17'-.4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE # 02 ------------------------ TYPE ------- Ext Col - Roof Beam --------------------------- Knee ------------ ------------ -------- 2 Row Outer.Hmhd - -------=---------- 1-1 Flg --- ------- -------- - - - - -- P L A'T E. S T R E S S E S CONTROLLING STRESSES ----------------- COLUMN SIDE --------------------- ----- ---------- --.ROOF BEAM SIDE IDE-------------- --------- Plate Stresses ---------- Load.. ---------- Plate Stresses ------ -------= Load Shear Tens. Compr Allow CSR Cond Shear Tens. Compr Allow CSR' Cond (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) '(Ksi) Flange Location Hmhd Flg / End Flg 4.05 1.73 .8.10 29.33 0.138 2 2.02 -1.32 7:9.1 65.98 0.120 2 Main Flg /. 0.00 1.20 0.00 33.00 0.036 1 Main Flg / Main Stif 0.00 4.80 7.67 49.50 0.155 1 1.65 1.51 7.25 49.50 0.146 1 Web Location Hmhd Gus / Main Web Outer Bolt Row 1 8.10 3.91 7.89 29.33 0.276 2 13.22 7.12 7.61 19.23 0.451 2 Outer Bolt Row 2 11.43 1.94 5.91 29.33 0.390 2 13.22 5.48 5.84 19.23 0.451 2 Main Web Inner Bolt Row 2 1.20 19.04 6.37 43.99. 0.433 2 13.22 19.67 5.27 19.23 0.687 2 Inner Bolt Row 1 1.20 17.65 7.52 43.99 0.401 2 13.22 21.81 7.32 19.23 0.687 2 S P L I C E D E S I G N - W E L D I N F O R M A T I O N DATE: 12/12/05 CADDS TIME: 03:58 PM PAGE: S 15 ----------------------------------------------------------------------------=------------------------------------------------7------ ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE # 02 TYPE : Ext Col - Roof Beam Knee 2 Row Outer Hmhd-_-11-Flg ------------ ----- -----------------------------.-------------------------------------------------------------------------- W E L D I N F O R M A T I O N COLUMN SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND OUTER 1 Hammerhead Flange Flange to Splice Plate OUTER 3 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice Plate COLUMN SIDE DESCRIPTION Outer Hammerhead Gusset Gusset to Splice Plate Gusset to Hammerhead Flange Gusset to Outer Flange Main Web Web to Splice Plate ROOF BEAM SIDE DESCRIPTION OUTER 1 End Flange End Flg to Inner Flg End Flg to Outer Flg INNER 1 Main Stiffener Stiffener to Inner Flg Stiffener .to Web Plate 1/8" 1/81 0.45 2.78 0.162 1 0.31 2.78 0.110 1 YES 3/16" 3/16" 1.23 11.00 0.112 2 W E L D I N F O R M A T I O N W E B P L A T E S ------------------------- WELD SIZE --- - - - - - - - - - - - - - - - - - - - - - - -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET ----=------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND 1/8" 1/8" 0.98 5.57 0.176 1 1/8" 2.03 2.47 0.819 2' 3/16" 2.86 3.71 0.770 2 1/8" .1/8" 2.28 6.03 7.42 0.308 2 W E L D I N F O R M A T I O N F L A N G E P L A T E S FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In.Face Win) Win) Win) COND 3/16" 0.51 4.i8 0.121 1 1/8" 1.86 0.000 1 1/8" 1/8" 0.38 .7.42 0.051 2 1/8" 0.41 1.86 0.222 1. S P L I C E D E S I G N - W E L D I N F O R M A T I O N DATE: 12/12/05 CADDS TIME: 03:58 PM ----------------------------------------------------------------------------------------------=------------------------------------- PAGE: S 16 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE # 02 ---------------------------.----- TYPE Ext Col -------------- - Roof Beam Knee ------------------------ ------------ 2 Row Outer Hmhd - Flg ------------------------------------ -------- --=--- W E L D I N F O R M A T I O N ROOF BEAM SIDE W E B P L A T E S DESCRIPTION -------- ---=---- - -------- WELD SIZE ------------=------------ -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- --------- PENETRATION ---------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in)* (k/in) COND Main Web Web to Inner Flange 1/8" 1/8" 2.62 1.38 7.01 0.422 2 Web to End Flange. 1/8" 0.57 2.47 0.229 2 LOAD NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DESCRIPTION DL + CLL + LL DL + WLL DL + WLR LL 3/4 WLL 3/4 WLR D+CLL+EQL/1.4 D+CLL+EQR/1.4 EQL EQR PD+PC+0.70PL+EQLm PD+PC+0.70PL+EQRm 0.85P(DL+CL)+EQLm 0.85P(DL+CL)+EQRm DL+CL+EQLm DL+CL+EQRm DL + EWP DL + EWS 3/4 EWP 3/4 EWS Dimensions at Connection DESIGN AXIAL SHEAR X SHEAR Y STRESS MEMBER CATEGORY (kips) (kips) (kips) FACTOR STRENGTH Stress 4.09 -0.87 0.00 Stress 0.07 -2.11 0.00 Stress -2.52 2.72 0.00 V Defl Category 7 Load Combination - H Defl Category 6 Load Combination - H Defl Category 6 Load Combination - Stress 1.19 -0.41 0.00 Stress 0.87 0.01 0.00 H Defl Category 6 Load Combination - H Defl Category 6 Load Combination - Axial C Category 3 Load Combination - Axial C Category 3 Load Combination - Axial T Category 4 Load Combination - Axial T Category 4 Load Combination - Conns Category 2 Load Combination - Conns Category 2 Load Combination - Stress -1.51 -0.80 1.40 Stress -1.51 -0.80 -1.22 H Defl Category 6 Load Combination - H Defl Category 6 Load Combination - 1.00 N 1.33 N 1.33 N Does not apply to Splice Design. Does not apply to Splice Design. Does not apply to Splice Design_ 1.33 N 1.33' N Does not apply to Splice Design. Does not apply to Splice Design. Does not apply to Splice Design. Does not apply to Splice Design. Does not apply to Splice Design. Does not apply to Splice Design. Does not apply to. this Splice.Type. Does not apply to this Splice Type. 1.33 N- 1.33 N Does not apply to Splice Design. Does not apply to Splice Design. P A R T D I M E N S I O N S Column Sidewall Endwall Flg. to Flg. Dimension 12.000" Offset from Structure Line 8.000" Main Flange Dimensions Adjacent Depth Change Information .Distance to Depth Change 12' 9.731" Flg. to.Flg. Dimension 12.000" Adj. P1.. Angle (Degrees) 0.000 6.000" S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 12/12/05 CADDS TIME: 03:58 PM -------------------- -- - PAGE: S 17 ORDER # 135268 ---------------------------------- BUILDER - NORTH VALLEY BUILDING S --------------- BUILDER ----------- ORDER # ------ ---=------------------------- 05-223' BUILDER ACCOUNT # -------- -- - - -- 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon IENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF. 80 MPH UBC 97 1.067 TO 12 SPLICE # 03 ------------------------------------------------------------------------------------------------------------------------------------ TYPE : Pinned Base Plate No Ext Corner - S Nuts LOAD NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DESCRIPTION DL + CLL + LL DL + WLL DL + WLR LL 3/4 WLL 3/4 WLR D+CLL+EQL/1.4 D+CLL+EQR/1.4 EQL EQR PD+PC+0.70PL+EQLm PD+PC+0.70PL+EQRm 0.85P(DL+CL)+EQLm 0.85P(DL+CL)+EQRm DL+CL+EQLm DL+CL+EQRm DL + EWP DL + EWS 3/4 EWP 3/4 EWS Dimensions at Connection DESIGN AXIAL SHEAR X SHEAR Y STRESS MEMBER CATEGORY (kips) (kips) (kips) FACTOR STRENGTH Stress 4.09 -0.87 0.00 Stress 0.07 -2.11 0.00 Stress -2.52 2.72 0.00 V Defl Category 7 Load Combination - H Defl Category 6 Load Combination - H Defl Category 6 Load Combination - Stress 1.19 -0.41 0.00 Stress 0.87 0.01 0.00 H Defl Category 6 Load Combination - H Defl Category 6 Load Combination - Axial C Category 3 Load Combination - Axial C Category 3 Load Combination - Axial T Category 4 Load Combination - Axial T Category 4 Load Combination - Conns Category 2 Load Combination - Conns Category 2 Load Combination - Stress -1.51 -0.80 1.40 Stress -1.51 -0.80 -1.22 H Defl Category 6 Load Combination - H Defl Category 6 Load Combination - 1.00 N 1.33 N 1.33 N Does not apply to Splice Design. Does not apply to Splice Design. Does not apply to Splice Design_ 1.33 N 1.33' N Does not apply to Splice Design. Does not apply to Splice Design. Does not apply to Splice Design. Does not apply to Splice Design. Does not apply to Splice Design. Does not apply to Splice Design. Does not apply to. this Splice.Type. Does not apply to this Splice Type. 1.33 N- 1.33 N Does not apply to Splice Design. Does not apply to Splice Design. P A R T D I M E N S I O N S Column Sidewall Endwall Flg. to Flg. Dimension 12.000" Offset from Structure Line 8.000" Main Flange Dimensions Adjacent Depth Change Information .Distance to Depth Change 12' 9.731" Flg. to.Flg. Dimension 12.000" Adj. P1.. Angle (Degrees) 0.000 6.000" S P L I C E D E S I G N - B O L T S / S. P.L"I C E P L A T E DATE: 12/12/05 CADDS TIME: 03:58 PM PAGE: S 18 ----------------------- ORDER # 135268 BUILDER"- NORTH VALLEY BUILDING S -----.------- -- _.BUILDER ------------- ----------------------------------- ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-1296 PROJ NAME -" Hupp Neon ENGR GRP'- Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'=0" 17'-4" 20.PSF 80 MPH UBC 97 1.067 TO 12 SPLICE # 03 TYPE : ------------------------------------=---------------------------------------------------------=--=--=----------=-------------------- Pinned Base Plate No Ext Corner "= S Nuts S P L I C E P L A T E PLATE TYPE STANDARD" PART NUMBER 0042853 ORIENTATION NORMAL - PLATE WIDTH 8.000" - PLATE LENGTH 12.500" PLATE THICKNESS 0.500" - PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.000" - DESIGN STRESS RATIO 0.068 CONTROLLING COND. 3 CONTROLLING LOCATION Outer Row 2 B O L T I N F O R M A T I O N BOLT DIAMETER 0.750" BOLT GAGES -.INNER: 4.000" BOLT TYPE Gr36 " WASHERS NO BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW OUTER 1 2 3.000" OUTER 2 2 7.000" 4.000" C O N C R E T E S T R E S S E S MIN. DESIGN FOOTING SIZE 145.000 ( In 2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD COND. NUMBER 1 ACTUAL ULTIMATE CONCRETE STRESS 0.065 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.842 KSI CONCRETE STRESS RATIO 0.036 S P L I. C E D E S I G N - B 0 L T L 0 A D S / A L L 0 W A B L E S DATE: 12/12/05 CADDS TIME: ---------------------------------------------------------------------------------=-------------------------------------------------- 03:58 PM PAGE: S 19 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE ------------------------------------------------------------------------------------------------------------------------------------ # 03 TYPE : Pinned Base Plate No Ext Corner - S Nuts B 0 L T L 0 A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv A11. ft Act. Ft All. ------------------------------ (Kips per Bolt) ---- - ------------------------- (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 1 Total Section is in Compression 0.000 9.860 2 Total Section is in Compression 1.176 13.143 3 0.630 0.630 1.538 13.143 1.426 25.514 4 Category 7 Load Combination - Does not apply to Splice Design. 5 Category 6 Load Combination - Does not apply to Splice Design. 6 Category 6 Load Combination - Does not apply to Splice Design. 7 Total Section is in Compression 0.000 13.143 8 Total Section is in Compression 0.000 13.143 9 Category 6 Load Combination - Does not apply to Splice Design. 10 Category 6 Load Combination - Does not apply to Splice Design. 11 Category 3 Load Combination - Does not apply to Splice Design. 12 Category 3 Load Combination - Does not apply to Splice Design. 13 Category 4 Load Combination - Does not apply to Splice Design. 14 Category 4 Load Combination - Does not apply to Splice Design. 15 Category 2 Load Combination - Does not apply to this Splice Type. 16 Category 2 Load Combination - Does not apply to this Splice Type. 17 0.378 0.378 0.909 13.143 0.855 25.514 18 0.378 0'.378 0.825 13.143 0.855 25.514 19 Category 6 Load Combination - Does not apply to'Splice Design. 20 Category 6 Load Combination - Does not apply to Splice Design. S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 12/12/05 CADDS TIME: 03:58 PM ------------------------------------------------------------------------------------------------------------------------------------ PAGE: S 20 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-..007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH. UBC 97 1.067 TO 12 SPLICE # 03 --------------------------.---------------------------------------.--------------------------------------------------------------_---- TYPE Pinned Base Plate No Ext Corner - S Nuts SPLICE PLATE 0042853 COLUMN BOLTS: 0.750" DIA Gr36.NO WASHERS 8.000" X 12.500" X 0.500" +- 4.000"-+ -+---------+--- -=--------------------------- OUTSIDE FLANGE 3.000" FFFFFFFFFFFFFFFFFFFFFFF 0.250 X 5.000 W -+---. 0 W 0 W 4.000" W W -+--- 0 W 0 W W W W W W' W W W W W W 12.000" W MAIN WEB W 0.120 W W 5.500" W W W W W W W W W W W W W W W W W INSIDE FLANGE FFFFFFFFFFFFFFFFFFFFFFF 0.250 X 5.0.00 -+---- S P L I C E D E S I G N - F L A N G E A N D W E B P L T E I N F O R M A T I O N DATE: 12/12/05 CADDS TIME: 03:58 PM ------------------------------------------------------------------------------------=----------------=-----------------------------= PAGE: S 21 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR.GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE # 03 ------------------------------------------------------------------------------------------------------------------------------------ TYPE Pinned Base Plate No Ext Corner - S Nuts F L A N G E P L A T E S LOCATION DESCRIPTION PART NO. SIZE DIST FROM - MAXIMUM STRESSES - - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLGW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) - COLUMN SIDE OUTER 1 Main Flange 0.250 X 5.000 0.000 0.26 43.99 1.05 49.50 0.021 1 INNER 1 Main Flange 0.250 X 5.000 0.500 0.07 43.99 1.05 49.50 0.021 1 W E B P L A T E S --------- ------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web 0.120 1.85 29.33 1.91 43.99 1.05 49.50 0.063 3 S P L I -C E D E S I G N - P L A T E . S.T R E S' S E S DATE: 12/12/05 CADDS TIME: 03:58 PM. ------------------------------------.-----.------------------ PAGE: S 22 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S • ..BUILDER ORDER # - -- - -- - - - - - - - - - -- -- - - 05-223 BUILDER ACCOUNT # - - - - - - - - - 20-04-007-90 BLDR CONTACT - Andy.Wood BLDR PHONE # 530-345-7296. PROJ NAME — Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH).. (HEIGHT) (LIVE). (WIND) (CODE/YEAR) - (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'=0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE # 03 ----------------------------------------------------------------------------------------------=--=--------------=-------------------= TYPE Pinned Base Plate No Ext Corner = S Nuts. P L A T E S T R E S S E S CONTROLLING STRESSES . ----------------- COLUMN SIDE ------------------ ----.----- Plate Stresses -------- Load - Shear Tens. Compr Allow CSR Cond (Ksi) (Kai) (Ksi) (Ksi) Flange Location Main Flange 0.56 0.26 1.05 49.50 0.021 1 - Main Flange 0.56 0.07 1.05. 49.50 0.021 1 Web Location Outer Bolt Row 1 1.85 1.70 1.05 29.33 0.063 3 Outer Bolt Row 2 1.85 1.91 1.05 29.33 0.063 3 OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice Plate COLUMN SIDE DESCRIPTION 1/8" 0.04 3.71 0.011 17 0.01 3.71 0.003 17 W E L D I N F O R M A T I O N W E B P L A T E S. ------------------------- WELD SIZE --- --------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD. Near S. Far S. Near Side Far Side (k/in) (k/in) (k/in) COND Main Web Web to.Splice Plate 1/8" 1/8" 0.23 0.22 6.45 0.049 3 S P L I C E D E S I G N - W E L D I N F O R M A T I O N DATE: 12/12/05 CADDS TIME: 03:58 PM ------------------------------------------------------------------------------------------------------------------------------------ PAGE: S 23 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE # 03 -----------------------------.------------------------------------------------------------------------------------------------------- TYPE : Pinned Base Plate No Ext Corner - S Nuts W E L D I N F O R M A T I O N COLUMN SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE --------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---= --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice Plate COLUMN SIDE DESCRIPTION 1/8" 0.04 3.71 0.011 17 0.01 3.71 0.003 17 W E L D I N F O R M A T I O N W E B P L A T E S. ------------------------- WELD SIZE --- --------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD. Near S. Far S. Near Side Far Side (k/in) (k/in) (k/in) COND Main Web Web to.Splice Plate 1/8" 1/8" 0.23 0.22 6.45 0.049 3 Dimensions at Connection Flg. to Flg. Dimension Part Slope Conn. Plate Angle (Degrees) Offset from Structure Line Main Flange Dimensions Outer Flange Width Thickness Inner Flange Width Thickness Adjacent Depth Change Information Distance to Depth Change Flg. to Flg. Dimension Adj. P1. Angle (Degrees) P A R T D I M E N S I O N S Column Roof Beam S P L I C E D E S I G N - A P P L I E D L,O A D S U M M A R Y 0.125" DATE: 12/12/05 0.250" 5.000" 0.250" 121- 9.731" 281- 5.063" CADDS TIME.: 03:58 PM 0.000 PAGE: S 24 ORDER -----------------.------------------------- # 135268 BUILDER.- NORTH VALLEY BUILDING S BUILDER ORDER # -- ------- ---------------------------- 05-223 BUILDER ACCOUNT # -------------- 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-1296 PROD NAME - Hupp Neon ENGR GRP - Visalia .(TYPE) (WIDTH) (HEIGHT) (LIVE') (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-011. 17'-.4" 20.PSF 80 MPH UBC 97 1.067 TO 12 SPLICE -------------------------------------------------- # 04 TYPE Ext Col - Roof Beam Knee ------------------------------------------------=-------------=-------------------= O/I Extens Flg . LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO ---- -------------------- CATEGORY -------- (kips) ------- (kips) -(in-k) ----------=---- FACTOR ------ STRENGTH -------- 1 DL + CLL + LL Stress 3.92 -2.11 -138.07• 1.00 N - 2 DL + WLL Stress -0.10 -2.83 -219.41 1.33 N 3 DL + WLR Stress -2.69 2.91 245.57 1.33 N- 4 LL V Defl Category 7 Load Combination - Does not apply to Splice Design. 5 3/4 WLL H Defl Category 6 Load Combination - Does not apply to Splice Design. 6 3/4 WLR H Defl Category 6 Load Combination - Does not apply to Splice Design.. 7 D+CLL+EQL/1.4. Stress 1.02 -0.95 -62.56 1.33 N 8 D+CLL+EQR/1.4 Stress 0.69 -0.02 -0.48 1.33 N 9 EQL H Defl Category 6 Load Combination - Does not apply to Splice Design. 10 EQR H Defl Category 6 Load Combination - Does not apply to Splice Design. 11 PD+PC+0.70PL+EQLm Axial C Category 3 Load Combination - Does not.apply to Splice Design. 12 PD+PC+0.70PL+EQRm Axial' C Category -3 Load Combination - Does not apply to Splice Design. 13 0.85P(DL+CL)+EQLm Axial T Category 4 Load Combination - Does not apply to Splice Design. 14 0.85P(DL+CL)+EQRm Axial T Category 4 Load Combination - Does not apply to Splice Design. 15 DL+CL+EQLm Conns 1:48 -2.29 -152.22 1.70 Y 16 DL+CL+EQRm Conns 0.23 1.32 89.19 1.70 Y 17 DL + EWP Stress -1.69 1.31 37.02 '1..3 3 N 18 DL + EWS Stress -1.69 1.31 37.02 1.33 N 19 3/4 EWP H Defl Category 6 Load Combination - Does not apply to Splice Design. 20 3/4 EWS H Defl Category 6 Load Combination - Does not apply to Splice Design. Dimensions at Connection Flg. to Flg. Dimension Part Slope Conn. Plate Angle (Degrees) Offset from Structure Line Main Flange Dimensions Outer Flange Width Thickness Inner Flange Width Thickness Adjacent Depth Change Information Distance to Depth Change Flg. to Flg. Dimension Adj. P1. Angle (Degrees) P A R T D I M E N S I O N S Column Roof Beam 12.000" 12.000" 1.067 TO 12 5.081 5.081 8.000" 0.125" 5.000" 0.250" 5.000" 0.250" 121- 9.731" 281- 5.063" 12.000" 12.000" 0.000 0.000 S / S P L I C E P L A T E DATE: 12/12/05 TIME: 03:58 PM CARDS ------------------------------------------------------------------------------------------------=----------------------------------- PAGE: S 25 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE # 04 --------------------------------------------------------------------------------------------------------------------------------- TYPE Ext Col - Roof Beam Knee 0/I Extens - 11Flg S P L I C E P L A T E COLUMN SIDE ROOF BEAM SIDE PLATE TYPE STANDARD FLANGE PLATE PART NUMBER 0042867 ORIENTATION NORMAL PLATE WIDTH 6.000" 5.000" PLATE LENGTH 16.750" PLATE THICKNESS 0.375" 0.250" PLATE YIELD STRESS 55.00 KSI 55.00 KSI PLATE OFFSET 2.375" DESIGN STRESS RATIO 0.427 0.797 CONTROLLING COND. 3 3 CONTROLLING LOCATION Inner Flg 2 Inner Row 1 B O L T I N F O R M A T I ON BOLT DIAMETER 0.625" BOLT GAGES - INNER: 2.750" BOLT TYPE A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 1.125" 'INNER 2 2 4.125" 3.000" OUTER 2 2 4.125" 3.000" INNER 1 2 1.125" W E B S H E A R NO STIFFENERS ARE REQUIRED FOR WEB SHEAR S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 12/12/05 CADDS TIME: ----------------------------------------------------------------------------------------------=------------------------------------- 03:58 PM PAGE: S 26 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530,-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE -------------------------- # 04 TYPE : -.--------------------------------------------------------------------------------------------------------- Ext Col - Roof Beam Knee O/I Extens -.11 Flg B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ----- (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 1 3.204 1.867 0.000 0.000 0.999 21.000 10.442 43.974 2 5.824 3.655 0.000 0.000 1.145 27.993 18.984 58.602 3 0.000 0.000 4.329 6.792 1.279 27.993 22.139 58.608 4 Category 7 Load Combination - Does not apply to Splice Design. 5 Category 6 Load Combination - Does not apply to Splice Design. 6 Category.6 Load Combination - Does not apply to Splice Design. 7 1.539 0.928 0.000 0.000 0.421 27.993 5.016 58.647 8 Total Section is in Compression 0.032.. 27.'993 9 Category 6 Load Combination - Does not apply to Splice Design. 10 Category 6. Load Combination - Does not apply to Splice Design. 11 Category 3 Load Combination - Does not apply to Splice Design.' 12 Category 3 Load Combination - Does not apply to Splice Design. 13 Category 4 Load Combination - Does not apply to Splice Design. 14 Category 4 Load Combination - Does not apply to Splice Design. 15 3.860 2.366 0.000 0.000 0.983 36.000 12.583 67.500 16 0.000 0.000 1.435 2.320 0.529 36.000 7.563 67.500 17 0.000 0.000 0.790 1.170 0.677 27.993 3.815 58.640 18 0.000 0.000 0.790 1.170 0.658 27.993 3.815 58.641 19 Category 6 Load Combination - Does not apply to Splice Design. 20 Category 6 Load Combination - Does not apply to Splice Design. S P L I C E D E S I G N - B O L T L O A D S / A.,L L O W A B L E S DATE: 12/12/05 CADDS TIME: ------------------------------------------------------------=------------------------------------------=----=------------------------- 03:58 PM PAGE: S 27 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-011. 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE # 04 -----------------------------------------------------------------------------------------------------------------=------------------ TYPE Ext Col - Roof Beam Knee 0/I Extens Flg B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ----------------- ------------- (Ksi) (Ksi) (Keir (Ksi) ROOF BEAM SIDE 1 2.986 1.804 0.000 0.000 0.717 21.000 -9.732' 43.974 2 5.530 3.580 0.000 0.000 1.152 27.993 18.024 58.602 3. 0.000 0.000 4.365 6.583 1.085 27.993 21.457. 58.608 4 Category 7 Load Combination - Does not apply to Splice Design. 5 Category 6 Load Combination - Does not apply to Splice Design. 6 Category 6 Load Combination - Does not apply to Splice Design. 7 1.445 0.901 0.000 0.000 0.348 27.993 4.711 58.647 8 Total Section is in Compression 0.018 27.993 9 Category 6 Load Combination - Does not apply to Splice Design. 10 Category 6 Load Combination - Does not apply to Splice Design. 11 Category 3 Load Combination - Does not apply to Splice Design. 12 Category 3 Load Combination - Does not apply to Splice Design. 13 Category 4 Load Combination - Does not apply to Splice Design. 14 Category 4 Load Combination - Does not apply to Splice Design. 15 3.639 2.304 0.000 0.000 0.876 36.000 11.862 67.500 16 0.000 0.000 1:451 2.243 0.546 36.000 7.310 67.500 17 0.000 0.000 0.816 1.166 0.574 27.993 3.799 58.640 18 0.000 0.000 0.816 1.166 0.552 27.993 3.799 58.641 19 Category 6 Load Combination - Does not apply to Splice Design. 20 Category 6 Load Combination - Does not apply to Splice Design. S P L I..0 E D E' S I G N - L A Y O U T S K E T C H DATE: 12/12/05 CADDS TIME: 03:58 PM ---------------------------------------------------------------------------------=----=---------- PAGE': S 28 ORDER # 135268 BUILDER NORTH VALLEY BUILDING S BUILDER*ORDER # .057223 BUILDER ACCOUNT # 20-.04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME -.Hupp Neon ENGR GRP _ Visalia (TYPE) (WIDTH). .(HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF' 80 MPH UBC 97_ 1.067 TO 12 SPLICE # 04 TYPE Ext Col - Roof Beam Knee O/I.Extens - II Flg . SPLICE PLATE 0042867 COLUMN SIDE-->I<-- ROOF BEAM SIDE BOLTS: 0.6.25" DIA A325.NO WASHERS 6.000" X 16..750" X 0.375" USE EXIST. FLG.: 5.000" X 0.250" +- 2.750"-+ -. A. . 1.125" I W 2.375" W 2.375" - -+--- 0. W o W OUTSIDE FLANGE _ 3.000" FFFFFFFFFFFFMSMSMSMSMSM _ MAIN STIFFENER 0042872 0.250 X 5.000 I W 0.250 X 2.500 X 11.000 NS/FS -+--- o W o W W W W W W W W W W . W W 12.04,7" 12:000" MAIN WEB 8.500" `W MAIN WEB. 0.120 W 0.120. •W W W W W W W W W W W W -+--- o W o INSIDE FLANGE3.000" _ FFFFFFFFFFFFMSMSMSMSMSM MAIN STIFFENER 0042872 0.250 X 5.000 I W _ 0.250 X 2.500 X 11.000 NS/FS -+--- o W 0 1.125" W W • - --------------- ------------------ - - - AV- - - - - - - - S P L I C E D E S I G N - F L A N G E A N D W E B P L A T E I N F O R M A T I O N '0.155 DATE: 12/12/05 0.250, X 2.500 X 11.000 2.375 8.11 43.99 9.82 CADDS TIME: 03:58 PM ------------------------------------------------------------------------------------------------------------------------------------ 3 W E B P L A T E S PAGE: S 29 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04=007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia SIZE (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) T X DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 COND SPLICE # 04 ------------------------------------------------------------------------------------------------------------------------------------ TYPE : Ext Col - Roof Beam Knee (Ksi) (Ksi) O/I Extens Flg (Ksi) F L A N G E P L A T E S .1.78 22.00 12.96 43.99 12.65 65.98 0.295 3 0.120 ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE 65.98 DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 2 Main Flange INNER 2 Main Flange ROOF BEAM SIDE OUTER 2 Main Stiffener 0042872 INNER 2 Main Stiffener 0042872 DESCRIPTION PART NO. COLUMN SIDE ' Main Web ROOF BEAM SIDE Main Web 0.250 X 5.000 0.250 X 5.000 2.375 11.56 43.99 13.03 65.98 0.263 2 2.328 13.39 43.99 .12.11 65.98 0.304 3 0.250 X 2.500 X 11.000 2.375 6.76 43.99 .10.21 65.98 '0.155 3 0.250, X 2.500 X 11.000 2.375 8.11 43.99 9.82 65.98 0.184 3 W E B P L A T E S ------=----------- MAXIMUM STRESSES ------------------- SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD. T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) 0.120 .1.78 22.00 12.96 43.99 12.65 65.98 0.295 3 0.120 14.43 23.58 21.95 43.99 16.20 65.98 0.612 3 S P L I C E D E S I G N - P L A T E S T R E S S E S DATE: 12/12/05 CADDS TIME: 03:58 PM ----------------------------------------------------------------------------------------=------------------------------------------- PAGE: S 30 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE # 04 --------------------------7---------------7-----------7----------7----=------------------------------------------------------------- TYPE Ext Col - Roof Beam Knee O/I Extens -.11 Flg P L A T E S T R E S S E S CONTROLLING STRESSES ----------------= COLUMN SIDE ------------------ ----------------ROOF BEAM SIDE ----- --------- Plate Stresses -------- Load --------- Plate Stresses -------- Load Shear Tens. Compr Allow CSR Cond Shear Tens. Compr Allow CSR Cond (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) Flange Location Main Flg / Main Stif 0.00 11:56 13.03 43.99 0.263 2 2.32 6.76 10..21 65.98 .0.155 3 Main Flg / Main Stif 0.00 13.39 12.11 43.99 0.304 3 2.23 8.11 9.82 43.99. 0.184 3 Web Location / Main Web Outer Bolt Row 1 0.00 0.00 .0.00 0.00 0.000 0.00 18.44. 16.20 43.99 0.419 2 Main Web Outer Bolt Row 2 1.75 10.60 12.65 43.99 0.241 2 14.43 10:38 10.47. 23.58 0.612 3 Inner Bolt Row 2 1.78 12.96 11.77 43.99 0.295 3 14.43 12.66 .10.05 23.58 0.612 3 / Main Web Inner Bolt Row 1 0.00. 0.00 0.00 0.00 0.000 0.00 21.95 15.08 43.99 0.499 3 S P L I C E D E S I G N - W E L D I N F O R M A T I O N DATE: 12/12/05 CADDS TIME: 03:58 PM PAGE: S 31 -------------------------------------------------------------------------------7---------------------------------------------------- ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 05-223 BUILDER ACCOUNT # 20-04-007.90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Hupp Neon ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20 PSF 80 MPH UBC 97 1.067 TO 12 SPLICE # 04 TYPE : Ext Col - Roof Beam Knee 0/1 Extens Flg -------------------------------------------------------------------------------------------------------=---------------------------- W E L D I N F O R M A T I O N COLUMN SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- ----- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD - Out Face In Face Out Face In -Face Win) Win) (k/in) COND OUTER 2 Main Flange .Flange to Splice Plate INNER 2 Main Flange Flange to Splice Plate COLUMN SIDE DESCRIPTION Main Web Web to Splice Plate ROOF BEAM SIDE DESCRIPTION OUTER 2 Main Stiffener Stiffener to Inner Flg Stiffener to Web Plate INNER 2 Main Stiffener Stiffener to Inner Flg Stiffener to Web Plate YES 3/16" 3/16" YES 3/16" 3/16" W E L D I N F O R M A T I O N W E B P L A T E S ------------------------- WELD SIZE ------------------------- - LENGTH - ---- FILLET ------------ PENETRATION --------- Near S. Far S. Near Side Far Side 2.96 3.43 11.00. 0.269 2 11.00 0.312 3 -------- MAXIMUM STRESSES -------- TENSION SHEAR ALLOW CSR LOAD (k/in) (k/in) (k/in) COND 1.56 0.26 7.37 0.214 3 W E L D I N F O R M A T I O N F L A N G E P L A T E S FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND 1/8" 1/8" 1.69 7.42 0.228 2 1/8" 0.58 2.47 0.235 3 1/8" 1/8" 2.03 7.42 0.273 3 1/8" 0.56 2.47 0.226 2 t S P LI C. .E D E S I G N - W E L D I N._F O..R M -A T I O N DATE: 12/12/05 CADDS TIME: 03:58 PM ----------------------------------------------------------------------- 'PAGE: S 32 ORDER # 135268 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # ---=--- - - - ----- 05-223 . BUILDER ACCOUNT, # ---- - -_--- 20-04-007-90 BLDR CONTACT - Andy. Wood BLDR PHONE # 530-345-7296 PROJ'NAME.- Hupp Neon ENGR GRP'- Visalia (TYPE) (WIDTH) ._(HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWSS 30'-0" 17'-4" 20.PSF 80 MPH UBC 97 1..067 TO 12 SPLICE # 04 TYPE Ext Col Roof Beam Knee O/I Extens 'Flg , W E L D I N F O R M T.I O N ROOF BEAM SIDE B P L A T E S. DESCRIPTION ----------------------- W-E WELD SIZE ------------------------- =------- MAX IMUM -STRESSES ----=--- —LENGTH - ---- FILLE--- T =--=----- PENETRATION --------- TENSION. SHEAR. ALLOW CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in)(k/in) COND Main Web Web to Inner Flange 17.000" 1/8" 1/8_" 2.77. -1.50 61:99 0.451 3 t I GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 ; ICIL . 7,� 5 /Wet 41 -T4e %0i� kavf. -S',Qgoma_ at^e ... -e ' L (5 7�5 7�t,P /P J - C � n J � D For urgent p Date Time While You M Were Out Of Phone AREA CODE NUMBER EXTENSION Telephoned ❑ Came To See You ❑ Returned Your Call ❑ Please Call ❑ Will Call Again ❑ Wants To See You ❑ Message Cinnarl 9711 r" ADAMS BUSINESS FORMS Lj/6 ' r. c.11 ---) sNt -,v�,j / / vD. Lg'Y_d 1"a � rl -21 7 i � i `� r,--J;;rj�i(' ys►i1 1 :Io=dmj oloj; M=MMOJ 1=091-PPV e • :SZIOgE00j 3utpjTnq p qjl+ mid fold E AwP 15i1LQ .IoIOadsul a • � t t, t' t �) • i. t qi� ti iF1 t;it; sti••r i{;i�t��`�ts:'�. :S%UZUMI0:) "T :ogtunN 7u0L :ss2jpp :iusumtduic IS .LNMgjolRA3a A.LKno3 ML M9 • a � } COUNTY OF BUTTE- DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION - 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT _� 'W 3 ASSESSOR PARCEL NUMBER 040-4041-012 A OWNER JOE HUPP AND JERRY PRATER ZONING TELEPHONE 345-7078 BUILDING PERMIT Sq, F7, OCC. BUILDING VALUATION 1 �3 COMMERCIAL AVENUE, CHICO 95973 CONTR 000 ' CONTRACTOR'SOWNER NAME TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE N0. —Filing Fee $ 20. 00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 153.00 Plan CheckingFee $ BUILDING ADDRESS 70 LOREN AVENUE, CHICO Energy Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing ee 20.00 USEOFSTRUCTURE Comm SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap —7.00- .00Comm Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑X.. Describe Work: REROOF, STUCCO EX. OFFICE, RESIDE REMAINDER WHERE NEEDED Each as water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home JS I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling FeeT 20:00 800V OR LESS Main Service 20 DA 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, and my license is in 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: �d1 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. - ❑ I am exempt under Sec. Business and Professions Code for this reason 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 workers'—Cooling compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensati insurance carrier and policy number are: Carrier -t? Policy Number f g.S _ (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) �❑ 1 cer ' that in the performance of the work for which this permit is issued, I shall no em loy any per on in any manner so as to become subjoct to workers' c mpe ation laws California, and agree that if I should become subject to the w rker compo a on provisions of section 3700 of the Labor Code, I shall fo w' h comply i those provisions. Q Date _J - 3_ 7 a1 gnature o Applicant - ❑ Owner ❑Contractor ❑ Agent n OSHA per it is required for excavations over 60" deep and demolition or construction 0 over 3 stories in height. Main Service 200A To IDDDA 46.00 NEW CONST. OWELLING OCCUP. SO OR ADDNS. ( a ACc. BLDS. 3.5¢FT: NEW CONST. MULTI.OunEr NON-RESID. @7.50 POWER APPARATUS & SINGLE OUTLET CIR. 00 Ex. Occup. OUTLET OR FDMRES Bu Q .50 Ex. OCCU FDIEDAPP, OR oUTLETs gESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Hood 6.50 Ventilation PERMIT FEE t Mobile Home Installation Fee $ Energy Inspection Fee $ °C° CONST. TYPE TOTAL FEE $ 173.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PO HD ISSUE 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 bgen paid. By Da)a Y (Rev.. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DPKJ"MENT SERVICES - BUILDI DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) V 5 1 PERMIT NO. APPLICATION AND PERMIT C ASSESSOR PARCEL NUMBER 040-40-0-0± ZONING BUILDING PERMIT OWNER GERALD JOE HURP-IFROME2.222 TELEPHONE SO. FT. OCC. BUILDING VALUATION F1-13 77 770.00 f OWNERS MAILING ADDRESS 163 COMMERCIAL AVENUE. CHICO CA 95973 900 REi-I DEL 20 , 00.00 CONTRACTOR'S NAME SAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace ire laceTotal LENDER'S MAILING ADDRESS TotalValuation $ 97,770.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 630.50 ARCHITECT OR ENGWEERS MAUNG ADDRESS Plan Checking Fee 409.83 $ 409.83 BuwoW°ADDIIE$� LOREN AVENUE, CHICO Energy Plan Checking Fee $ 46.00 PERMIT FEE $ 1,106.33 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7 1 7.00 49.0 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other cr�1me..r-G/CL-/ SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition IN Remodel ❑ XAlities ❑ Installation ❑ Other ❑ Describe Worrk/k/���(:: RELO'ATEZI RR 1 T;R AT T S // /1T�y�� Ci'/�Q� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15-00 Mobile Home S G W @20.00 PERMIT FEE $ .00 Sl Gh�il �/ ELECTRICAL PERMIT Fling Fee 20:00 Main Service .0A 01 LEss 23.00 LICENSED CONTRACTOR'S DECLARATION L I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. license Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 0 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. ❑ I 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: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I 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' or p6ansa • n laws of California, and agree that if I should become subject to the RIk s' c mpensation provisions of section 3700 of the Labor Code, I shall rth th c mply with those provisions. X Date b y Q gnature Applicant -,21 Owner ❑ Contractor ❑ Agent An OSHA p mit is required for excavations over 5'0" deep and demolition or construction'Iq f strut over 3 stories in height. Main Service 200A To IoaoA 48.00 NEW CONST. OWEL1JNCi OCCUP. S° OR ADONS. 8 ACC. BLAS. 3.5¢FT. T. NEW gQlp MULT,OUR _ @7.50 15. 00 POWER APPARATUS a sWGLE ourLFT CPEX. OCCU OUTLET OR FD"ES BAL @ 1.60 FODiDAPPINS.OR Ex. Occup. ovnE. ESID. EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring ±:!!l PERMIT FEE $ 35.00 MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 Ventilation 13.50 PERMIT FEt $ 3.50 Mobile Home Installation Fee $ Energy Inspection Fee $ . . 00 ( CONST J� TOT EE $ 1 iLr9 . � HAA_ D FEES P FLAo0 CDF _. PARC- �/ o :11M ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated a ove for which fees have been paid. ,,',,�,, e �1- B _d�/?�//� Dote 1-141'Y31 Y �I ten'' oro"IT FYPIQCQ AA1 I j� ,f[Jw �7 /� yp n --- :_.Kj_ n11n1n 7 T�.��-.1�4-'T!I A�°A�-s r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 s Telephone (530) 538-7541 PERMIT No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER GERALD JOE HUPP TELEPHONE 349-7078 SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME W TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 1 $ 300.25 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan CheckingFee $ �o BUILDI7U DMEN AVENUE, CHICO Energy Plan Checking Fee $ $ PERMIT FEE t 20. LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other INFILL 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 ❑ Installation ❑ Other ❑X Describe Work: 1ST RENEWAL/98-2445 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home s G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 600LESS Main Service zoO" OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm der penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P 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. y ❑ 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 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 workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation la of California, and agree that if I should become subject to the work ' compe tion provisions of section 3700 of the Labor Code, I shall forth ' h m with those provisions. ate _ 2 — _ (gnat of A plicant - ❑ Owner ❑ Contractor ❑ Agent Ano HA per t is required for excavations over 60" deep and demolition or construction of stru ures er 3 stories in height. Main Service TO 1 46.00 NEW CONST. OWElUNG OCCUP. SO WE U OR ADDNS. ( a ACC. BLDS. 3.50FT. T. N-RESID. MULTI.OUTLET @7.50 OWER APPARATUS d SINGLE OLmET CIR. 209 .00 EX. OCCu OUTLET OR FIXTURES BAL O I.50 FD(ED APPLNS. OR Ex. Occup. LmFrs R 5.00 oESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 320.25 HAZ. D. FEES IMP I FLOOD I CDF PARCEL PD HD SUE 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. f�f2 By ate 1/14/2001 PERMIT EXPIRES ON ate ReceiptNo. a WHITE-D.D.S.-B. D. CANARY- SSESS PINK -INSPECTOR GOLDENROD -APPLICANT I Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement : YES NO ]. 2. I HAVEN HAVE NOT[ l si ed an application for a budding permit for the proposed ork. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: Com: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following.persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY SOCIAL SECURITY*r*IBER) ! DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. May 1995 This verification must be completed and returned to our office before we are permitted to issue the permit. 2.26 Dear Property Owner: An application for a building permit, has been submitted in your name listing yourself as 'the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the foiiow=.ng information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you. are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations,'and these risks are especially serious. with .respect to worker's compensation insurance.' 0 For - more specific information about your obligations under Federal Law, contract the Internal. Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541— PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZOMW BUILDING PERMIT OWNER MAT -T) 10F IHIPP TELEPHONE 145-7078 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 163 COMMERCIA1 AVENUE. CHIM CA 95973 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENC EA Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 20.00 Permit Fee 1A ORIGINAL $.25 300 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 111D7BI,ILD76MEN AVENUE, CHICO 6"MEN U Plan Checking Fee $ $ PERMIT FEE S190- 25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other INFILL 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 ❑ Installation ❑ Other ❑X Describe Work: 1ST RENEWAL/98-2445 Gas piping system 1 - 5 outlets 15.00 Budding sewer 15.00 Mobile Home Is G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 21IA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm u der penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 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 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 workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The -above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' 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. _ ate ignature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0° deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1I00A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADDNS. ( a ACC. S. 3.5¢FT: Ho Rale ' MULTioUTLET @7,50 POWER APPARATUS a SINGLE ovn AP= CIR. 20 .00 EX. Occup. OUTLET OR FIXTURES BAL 1.50 Ex. Occup. o"D R D.DE', 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ PE TOTAL FEE $ 320.25 CONEDD. HAz.EES IMP I FLOOD COF PARCEL PD HD IssuE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON I ,.,_._, provisions to do work paid. 1/14/2001 Receipt No. ...,,.-1 - - I . I r .a wcee o OIAIKJAI¢OCe'TnG r_ni nPk1Qnn.APPI Ir eNT COUNTY OF BUTTE - DEPARTMENT OF Of-VELOPMENT SERVICES - BUILDI DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 7541 PERMIT NO. (Rev. 12/96) APPLICATION AND ��ERMIT C - aL� ASSESSOR PARCEL NUMBER 040-40-0-0+ & 13 ZONING M-9 BUILDING PERMIT OWNER GERALD JOE HURP--JEROME,2.222 TELEPHONE SQ. FT. OCC. BUILDING VALUATION F1-3 77 770.00 f OWNERS MAILING ADDRESS 163 900 REF4.DEL 20,00.00 CONTRACTORS NAME SAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 97,770.00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 -Filing Permit Fee $ 630.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee 409.83 $ 409.83 BUILDING ADDR% LOREN AVENUE, CHICO Energy Plan Checking Fee $ 46.00 PERMIT FEE $ 1,106.33 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7 1 7.00 49.0 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other C001mer-c,;CA-1 SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition IN Remodel ❑ XJtilities ❑ Installation ❑ Other ❑ Describe Work: %ie4A9 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 99.00 G/111/%1/ELECTRICAL PERMIT Filing Fee 20.00 Main ServicLE e 200A OR LESS 23.00 1 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P 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: 0 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. ❑ I am exempt under Sec. Business and Professions Code for this I reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service zooA TO IaooA 46.00 NEW CONST. DW LINO OCCUP. SO OR ADDNS. ( 6 ACC. S.3.50FT. RESIOT MULTI.OUTLET @7,5015.00 OWER APPARATUS a SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES 00 BAL @ I.50 Ex. Occup. oFlnFTS R61o.0EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 35.00 MECHANICAL PERMIT Fling Fee 1 20.00 Heating 1 115.00 Cooling 15.00 Hood 6.50 Ventilation 13.50 PERMIT FEt S ,3. 50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I 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' m • ensa . n laws of California, and agree that if I should become subject to the orke s' c mpensation provisions of section 3700 of the Labor Code, I shall rth th c mply with those provisions. p X _ Date I �� l e Applicant - Owner ❑ Contractor ❑ Agent1 p mit is required for excavations over 5'0" deep and demolition or constructionB Lover 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 4.6. 00 Occ �� CONST. `� �N TOT E $ 1 3 13, fl HAZ. r 0 FEES P FLOOD coF v PZRC �/ PD HD ISSuE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated a ove for which fees have been paid. _�i��// Date Y PERMIT EXPIRES ON /-/ ate Receipt No. 951 fl'19 Z 5'�� 3 s o? �98 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO (Rev. 12A6) APPLICATION AND PERMIT D°'H1° BUILDING PERMIT OWNER TaoNONa SO. FT. OCC. BUILDING VALUATION OWNOL1 MALM ADORee� 22 Ff 0. c . DO rycid2 2p o o p CONTRACTOR'S NAA TWJPMNa CONSTRUCTION Lamm LENDER'! AWWO ADDRESS ARCNRECT OR ENOMM Fireplace Total Valuation S Filina Fee 20.00 ARCWWroR 04MURS NAL1N0 ADOFM Permit Fee s 3Q• S O Plan Checking Fee s °UL0N0AD0ran Energy Plan Checking Fee s 00 s PERMIT FEE = O 3 wTNa aLA�onscNSNUAE ria W° PLUMBING PERMIT Flgng Fee 20.00 Each Trap 71 7.00 a o USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF 0 Duplex 0 Mobilehome O Other Water piping 15.00 15 p0 tpec" Each gas water heater or vent 15.00 . TYPE OF.WORK Gas piping system 1 - S outets 15.00 New 0 Addition 0 Rwnodd 0 1.1211m 0 bu talndon O Other 0 Building sower 15.00 / . OD Describe Work: Mobile Home I S I G I W @20.00 PERMIT FEE S . 00 ' ELECTRICAL PERMIT FM ' Fee 20.00 Main Service =oFtR 23.00 I Main Service ( 2mA To i000A ) 48.00 i EX. OCCU . OUnFT OR wave® waseAPPtna.oR 5.00 Ex. Occup.amaTs Lem. Ln► Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ S • 00 MECHANICAL PERMIT Fling Fee 20.00 HeatingS• �i Cooling Hood 6.50 Ventilation PERMIT FEPE S (0 517 Mobile Home Installation Fee $ Energy Inspection Fee $ 0 occ CONST. TYPE TOT FEE $ 34 , g K.ZWP D COF PARCtl� Po 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 Date �— ReceiptNo. Q— i PERMIT EXPIRES ON -.w..•a�, l,.y,:rc�•riW1 +r... �4.itet`��.N1 ;jr'`: ,!' +'FiSl�i«!�^P`K"• ?•tom..-tw"+1J'N.;-;J" COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: P ASSESSOR PARCEL ER• Proposed Building Use: 4u.4L lding Inspector: Date: / a(— 9 R— At time permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By All items have been submitted.------------------------------------------------------------------------------------- p ans, 3/4 sets, signed by the preparer of plans. ----------------------------` --- - ---------------------- Complete plans, 3/4 sets, signed by the preparer of plans. - - ---�' ❑ . 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! ------------------ Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ❑9.Aanufactured Home data and installation instructions including Tie Down Specifications .------------------ &Vl O. Fees of $_------------------------------------------ -------------------- 1 . Impact fees as shown on the attached schedule. --- 4i its -- --- -----5L ----------------- ly ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- ❑ 13. Flood elevation certificate. --------------------------------------------- Sanitation and plot plan approval �0 Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: _ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). =-- 020. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 1122. Workers' Compensation carrier and policy number. ------------ =---------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - 024. Letter of signature authorization. -------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------- 1126. Letter of intent on building use. ---------------------------------------------- (Date) El 27. Manufactured Home utility clearance. --------------------------------------------------------------------------- O28 Existing violations and/or expired permits. -- =- -----a 3c. --------------------------------------------------- � 0 -3J -,7,y 6_ 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- 1130. Other: A ------- en you issue the p5--707 er—mint,, process as follows ❑ Mail to owner, ❑ as to ntra tor. Telephone 3 7 .� — 0 l O and hold for pickup at '�(.J ce. ❑ ver with inspector. Annlicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department pAir Pollutio Date' Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑� Date: 1. Index permit application for the above items numbered: Ian Check List 2. Additional items required: Contractorm was advised of the above required data by ❑ phone,)q mail, ❑ Building Division counter, by Date: 10 _2 -18 Contractor,'owner was advised of the above required data by 13phone,Nmail, ❑ Building Division counter, by Date: •- 1 8 Contractor, esigner, owner, was advised of the above required data byXphone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Bu' on , by Date: Plans reviewed by: Date: Plans approved by: Date: 3 Sets of plans on hold in ❑ PlanCabinetXh.P. folder. Note transfer by: V Date: Yellow Copy - Department of Development Services, Building Division. A�Y ;`-�::,'.. �•�.. ,.."'%'�v'; V o t BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District V1 ` `ek Building Department No. A.P. Number (5MU- q6-0 "41 `-/ urisdiction: I City (County Property Owner Property Location/Ac Subdivision Lot No. ................................................................................................................... Residential Development No of Living Mobile Home Addition/ *Supplemental to Units Installation Conversion Permit # '(No foundation inspection); Commercial/Industrial c �1�act� INew Addition Building Department runs reviewea Dv acnow utsirim rersonneii Sq. Footage (Group R) Sq: Footage (Including Exterior Roofed Areas) Date District Identification No. r 1 /lt� libo I , vo, School District certifies that (Applicant) (Street V iGLo (City) (State) (Zip Code) has complied with the requirements of Resolution No. I�v� by payment of $ representing (/v square feet. AB 2926 s FULL MITIGATION _ U School District Representative Date Paid by Check # + Remarks: t Notice: 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(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 (CE01A), 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 Ischool district) feeform.xls (10/98)dmm COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P (Rev.12/96) APPLICATION AND PERMIT .� ASSESSOR PARCEL NUMBER Ohoc)o o i Z �, �3 Z�NG.Z BUILDING PERMIT . OWNER/� _ _ oo (�G2ACD JCS �� 9/J Je2unle 12.afhz2 TELEPHONE 3`{J'7o%8 SO. FT. OCC. BUILDING VALUATION .OWNERS MArUTq ADDRESS 163 rn meA-c; A/ CJ -h co GA, 5S__1 7 3 �. ' CONTRACTOR'S NAME n TELEPHONE CONTRACTORS MAOJNG ADDRESS CONSTRUCTION LENDER 59-1 LENDER'S MAKING ADDRESS FI a lace Total Valuation b ARCHITECT OR ENGINEER Sr c -F UCENSE NO' FilAg Fee $ _ 20.00 Per It Fee 00 ARCHITECT OR ENGINEERS MA0.1NG ADDRESS Plan ocking Fee S euILDINOADDRESS t Energ Plan Checking Fee S m PERMIT F E i LAT No. euBONSpNS NAME PARCEL MAP PL MBING PERMIT Filing Fee "20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other COMM sPEasv Each Trn 7.00 Solar or het pump water tt6ater 23.00 Water pipini15.00 Each as wat r heater or/vent 15.00 TYPE OF WORK New ❑ Addition A Remodel 9 unties, ❑ installation ❑ Other ❑ Describe Work: J�e��r �/�7K(�cY51��5 �b ^/�cr� ACcvn�Jya✓� u2 A QA CJA1/S Gas piping as_)I - 5 4utlete 15.00 Building sewer 15.00 Mobile Home S W @20.00 #ERMIT FEE _ ELECTRICAL PE IT Fling Fee 20.00 LES Main Service °V oa Les 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, and my license is in 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 ❑ I 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: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number we: Carrier Policy Number (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shallTOTAL not employ any person in any manner SO as to become subject t0 workers' compensation laws of California, and agree that if I should become subject to theworkers' compensation provisions of section 3700 of the Labor Code, I shall fo with comply w' those pro inions. X Date / O "2,/-9 Signature of Appli t - Owner ❑ Contractor ❑ Agent An OSHA permit is requirAd for excavations over 50' deep and demolition or construction of structures over 3 stories in height. Main Service TO 1000A 46.00 NEW CONST. OCCUR so. CR ADDNS. a . BLAS. 3.50FT. KEW CONST ppµRESID.' MOLT OUiLEr @7,50 PowER vATaTvs a SINGLE unEt aR 20 .00 Ex. Occup. OunETOR im BAL_ ®'.50 Ex. Occup.� M IpOREA 5.00 Temporary ervice 23.00 Mobile Ho Facilities 20.00 Misc. Wiri 23.00 PERMIT kEE S ME HANICAL PERMIT Fling Fee 20.00 Heatin Coolin Hood l 6.50 Vent' ation �• I PERMIT FEt $ e M4bile Home Installation Fee $ ection Fee $ NST. TYPEI FEE $ Ve,gy D ��IMP D COF PAR Po HD SsuE hereby Issued under the applicabl of the Butte County Code and/or Resolutions indicated above for which fees have been By Date EXPIRES ON provisions t do work paid. to Receipt No.�� % Q -5 a --PERMIT WHITE-D.D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COMAIERCl PLAN CRECKING GUTA (19 94) U. B. C. OWNER:A�A,�d<,tBUILDING PERMIT NUMBER: PLAN CHECKER: AP. NUMBER: 0(2 >` a) 3 A. GENERAL: ,1' Zoning requirements, Planning approval. d) Valuation. �! Plans signed by an engineer or architect. Proper description or work on application. Existing violations on property. 6. Items on data sheet (W.C., fees, Health, Impact Fees, License Law, etc.). 7. Improvements or drainage, Land Development approval. * PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, sideyards, easements, etc. 3. Other buildings or structures. 4. Grading, fills, drainage. 5. Flood hazard. �a^ Special conditions on creation map (noise_ , C.D.F., sprinklers, foundations, etc. F.A.U. & F.A.S. road set back f Building o utilities cross lot lines - ot.Merger G OCCUPANCY REQUIREMENTS: W Buildinguse: OFr-(Ci- AA MW—c4Fdert4orwa, Occupancy Group: $ +- r— ( Type of Construction: A/W Building floor area: OccupantLoad: 3a e e F t t -e- Basic allowable floor area: o0d sq. ft. Total allowable floor area: 46000 Basis for increase: S f- PA 3 S t fs = loo4V, 19 eaMse-', Compliance with specifir. occupancy requirement. Occupancy separations (Section 302). Area separations (Section 504.6). Firewalls due to location on property (Section 503). 5! Maximum height requirements (Section 506). Draft stops (Section 1505). Ventilation and special hazards requirements (Section 3). .8' Automatic fire sprinkler system (Section 904). Fire alarm systems (Section 310.10). W. Mechanical code requirements (Grease hood w/fire sprinkler system - Section 507). 14— Environmental Health Review - (a) Restaurant Act, (b) Commercial Pool, (c) H Occupancies. Smoke detection system. C.D.F. or State Fire Marshal plan review. 14. CElectrical Code Re— guirementsjMedical - Article 517, Assembly - Article 518, etc.). Physical Disability Requirements (Title 24). wholesale Food Manufacturing (Plans to state DHS/I--DB). 7PE OF CONSTRUCTION REQUIREMENTS: Rouf covering requirements (Section 1503). 4f Parapet walls (Section 709.4). Toilet room floors and walls (Section 807). ¢� Guardrails (Section 509). April 1996 3.4 April 1996 3.5 �! Detailed tN pealoonstruction requirements. ' Proper root pitch Cor roof covering (Section 1507 & 1508).- 508):,7-.- ,7-.- Attic access and ventilation (Section 1505). X Roof drainage (Section 1506). Skylights Section (2409 & 2603). J'(�. Stages and platforms (Section 405). A,f Interior wall and ceiling finish (Section 801). IST. Fire resistive requirements. Walls, floor, ceiling, penetrations (Section 702). l37 Wall and ceiling covering installation (Section 2500). (1l Glass, glazing, Human Impact -6afe Section 713.9 & 2406). i- Foam Plastic (Section 1715). F- STAIRS, EXITS AND OCCUPANT LOADS: General Exit Requirements (Section 1001.4 & 1006.3). lumber of exits width and locations (Section 1003). 3. Doors (Section 1004). 4. Corridors and exterior exit balconies (Section 1005). Stairways, rise and run, width, winders, and construction (Section 1006). K Horizontal exit (Section 1008). '/. Exit and smoke proof enclosures (Section 1009). 19: Exit signs and illuminations (Section 1013). Aisles and seating (Section 1014 & 1015). 1 YU. Exits for occupancy groups (Sections 1016 - 1019). 1/1. Floor level exit signs (Title 24 & Section 1013). F. MISCELLANEO US REQUIREMENTS: 4' Masonry chimney (Section 3102). 1pf Veneer (Section 1403). Z' Special Inspection per U.B.C. Section 1701). a. High Strength Bolting. b. Field Welding. C. Masonry (full stress). d. Concrete (f r->2500psi). Special Certifications - Mill Certificates. Expansive soil - Special design. 8 Cut/Fill slopes, compaction tests, grading. Noise requirements (Planning, Appendix Section 1208). Weld electrode. welder certificate. G. ENGINEERING REQ UIRE.LIENTS. X. Complete calculations, correct design criteria. 2' Complete shear transfer details, roof to foundation. a: Complete structural material specifications. e Shear wall anchorage based upon wall shear. 16, Roof diaphragm chord, collector, drag struts. .6.', Combined tension and shear @ steel RF anchor bolts. Y Braced roof and wall bays. V H. OTHER: April 1996 3.5 PROJECT PROCESSING RECORD Applicant: Owner: jT �- t"'9AT7,1 £g A.P. #: Q y0 - qX -a 1 Z + (113 Permit #: Work Description: 84/6 R oW Date Description of Step or Status lozel L L17 12 Ir� ere-( e A^� GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (530) 894-5719 Plan Check Response 163 Commercial Avenue Permit no. 98-2445 1. Sign manufacturing 2. None will be used. 3. Modified for 18" clearance. 4. Per UBC Figure 11B-10; conditions like ours is allowable up to 24" (like a doorway). 5. Plans modified to show this. 6. Note added on floor plan at main corridor. 7. Noted. 8. There are bearing walls which limit the spans to 1.4'-8". 9. The 2x4's only span a 5' between purlins and do not support any live load, therefore calcs are not necessary. 10. R19 only requi s 5 '/z" of space and we have 10". 11. Per conv. ith Glen, we noted the panel info. on the floor plan. 12. None ha been obstructed. See site plan. 13. N/A p r phone conv. 14. Do, le joist added under it. 15, 16 All joists are properly supported. Joists at the bottom of the stair are cantilevered. IT /A per phone conv. The owner has been notified. It is our understanding that this will not hold up the permit. 19 Owner will provide. 20. All components listed in UBC 1134B have been provided in this project. .., Eutte, Count LAND OF NATURAL WEALTH AND BEAUTY 3"*k�'�t. `L� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 ! � l December 3, 1998 1 Gerald Joe Hupp and Jerome Prather 163 Commercial Avenue Chico, CA. 95973 Assessor Parcel Number: 040-400-012 & 040-400-013 Building Permit Number: 98-2445 The above referenced revised building plans were renewed by this office. Provide additional information and/or make revisions to plans/Ory, seoications and calculations as follows: What type of moderate hazard fa the current buildin used for? Woodworkin ? YP � g g The minimum strike edge on t interior side of the corridor door will need to be 12" if the door is equipped with bpoth a latch and a closer. ,,,'. The minimum strike edge n the interior side of the corridor/lobby door will need to be 12" if the door is equipp d with both a latch and a closer. This door will also need a minimum of 18" clear ce on the lobby side of the door on the strike edge side. The minimum corrid , r width of 44" must be maintained between the existing building corridor and the ne building corridor. The minimum cor 'dor width of 44" cannot be reduced by more than 7" by the doors in the fully opened osition at the business office area. The bottom 101 of all doors must have a smooth, uninterrupted surface to allow the door to be opened y a wheelchair footrest without creating a trap or hazardous condition. Therefore, y of the doors with glass may have a problem. ,,7! The windo adjacent to the lobby entrance must have safety glazing. 9 '/," TJ1J 5 FJ @ 16" oc? Maximum span for 250 series at 16" oc = 17' 10". The span of 23' 8" w' 1 not work. ,V Provide calculations for the 2 x 4 c.j. @ 16" oc (flat) above the second floor office. Verifi tion of the minimum space for the insulation above the upstairs office's (R-19). Does/ he existing electrical service located within the new room satisfy the requirements of the NEC? 1 2� Provide verification that the egress in the existing manufacturing area has not been / �3. obstructed with the new office area located within the F-1 building. Second stories with an occupant load of less than 10 may be provided with only one exit. Based upon the square footage of the second floor area and UBC Table 10-A, two exits will be required for second floor. The braced wall panel located on the second floor level between the mechanical room and the stairs does not appear to meet code requirements. Indicate the support for the TJI in the corridor at the bottom of the stairs. Indicate the support for the TJI in the corridor at the bottom of the closet door under the stairs. rovide verification that the egress ,requirement for the second exit from the office area ��500G-Woo/JA (L o -f -e 1 Complies with the UBC requirements. The existing building shop addition has a PUE through the building that has not been t t ldabandoned and the need for a lot line merger. O// The building permit fees are adjusted to the valuation of the new building and the existing 71 office remodel. Provide the contract amount for the remodel area. Disproportionate cost are based upon the valuation of the project and must be used in the existing building to make it accessible throughout. 21. Building plan review has been discontinued due to the above mentioned items. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner C.C. Gregory Peitz 2 r� r October 27, 1998 Gerald Joe Hupp - Jerome Prather 163 Commercial Avenue Chico, CA. 95973 ,butte Co LAND OF NATURAL WEALTH' AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Assessor Parcel Number: 040-400-012 & 040-400-013 Building Permit Number: 98-2445 The above referenced revised building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: NjN J� Several expired permits exist at this location and must have a final inspection and approval prior to the issuance of your new building permit application. 2. The building plans for the remodel and the addition must be drawn by a California licensed arcitect or engineer and include a complete code analysis. 3. Energy Design Compliance and supporting documentation will be needed to complete the plan review. 4. Obtain sanitation and plot plan approval from the Chico office of the Environmental Health Department. 5. Review of your application has been discontinued due to the above listed items. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner 1 411v� DATE: PERMIT #: `l 7 -- ---- 2- 7 - T � ASSESSOR PARCEL #: Cy-D�- OWNER'S NAME: FEES (Amount and Purpose): J VISED PLAN CHECK: $ s S ADDITIONAL FEES: $ REINSPECTION FEE: $ SHERIFF FEE: $ CUA FEE: $ TUA FEE: $ CSA 87 TRAFFIC FEE: $ 2500.00 WATER TENDER FEE: $ 200.00 BATTALION # THERM DRAINAGE FEE $ IF BALANCE OF FEES OR ADDITIONAL VALUATION: VALUATION: $ ADDITIONAL VAL: $ (Check One) COUNTY CITY OF BIGGS (Check One) RESIDENTIAL COMMERCIAL RECEIPT NUMBER: q y— 0 ( �rp '.. PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible, it may cause a delay in processing. Owner's Name: leu Received By: Date:9- 2 A.P.#: 46—a Cry -/*-+- I`l ContactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering 0111 -an Revision Permit #: Z6Time: / (, s -d � 70. ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: ❑ Requested By Plan's Examiner - Examiner's Name: I ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must .learly show When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pickup at the ❑ Chico Office ❑ Oroville Office Revised Plan Check Fee: X46.00 Receipt #: 6eUj W 7 C3Additional Fees Not Required Additional. fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. � (Riv.:009 ', APPLICATION AND PERMIT Rrr ASSEl14V 4V LIV V12 & 013 ZONING ^,� ,L 4 BUILDING PERMIT OWNEftUPP AND PRATHER TELEPHONE SO. FT. OCC. BUILDING VALUA 5,000.0 °W"i$J1LI`'MCIAL AVENUE. CHICO CA 95973 CONrT'{Q�}$,{JAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 5,000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 2 0.0 0 Permit Fee $ 72.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 46.80 811LD%U LMEN AVENUE, CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 138.80 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other C0l211 SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 1 5.00 5 , 00 TYPE OF WORK New ❑ Addition ❑ Remodel It! Utilities ❑ Installation ❑ Other ❑ Describe work: OFFICE REMODEL Gas piping system 1 - 5 outlets 15.00 5.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE t65.00 ELECTRICAL PERMIT Filing Fee 20.00 600VOR LESS Main Service 2o.A OR IESS 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, and my license is in 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 zoOA TO tOooA 46.00 NEW CONST. DWEWNG OCCUP. OR ADONS. ( a Acc. Bu7S. s0 3.5¢FT: r",Dµa°SI�r. MULTI.OUTLET _ BRANCH @7.505.00 POWER APPARATUS a SINGLE 011rLET CIR. Ex. OCCU OUTLET OR FORUREs BAS p I:w FIXPPLNS. Ex. Occup.ourLErs ED ARESID.OERA 5,00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I 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 agr that if I should become subject to the workers' compensation provisions of action 3700 of the Labor Code, I shall fo Com wit se provisio _ Date f_—LAII Ig at o App cant Contractor ❑Agent An OS A permit' re ired for ex av tions over 5'0" deep and demolition or construction of structures over 3 s ories in heig . MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ B CONST. TYPE VN TO-;ALFEX$ 526.50 HAz. D IMP FLoo CDF EL PD H This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON / the applicable provisions Resolutions to do work been paid. l Dayte ,,s��jj�� l / 1J� Dale ReceiptNo273899 WHITE-D.D.S.-G.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 7 yp• ,_yl..-,vf•��g �:;�j•.r•t x..;. �..,;i'�'��'�%:•'y�rs►'��'L.:ray`�-4 ss ,'*•-T. I -r 1 ,,U,NTY'OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIF6RNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 14 L,ASSESSOR PARCEL Proposed Buildin: g . s Building Inspector: Date: At time of permit application, I was advised the following data must be s ' ed prior to permit processing and/or issuance: r Date Received By ❑ 1. All items have been submitted---- ----------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. 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! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 118. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- El10. Fees of $------------------------------------------------------------------------------------ ❑.11. Impact fees as shown on the attached schedule. --------------------- 04 2. California Department of Forestry plan approval/fees-------------- ❑ 13. Flood elevation certificate. --------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: _ ❑ 18. Contact Land Development about ❑ Improvements, ❑Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 1120. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information'"(Numbe ;'Name Style, Classification). ------ ------ ----------------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23- er-Builder Verification (Given to owner ❑, Mailed to owner 11) - -------------------------------------- 24. Letter of signature authorization. -t -_">4L ---- I ,_4 ----------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------- ------------------ 028. Existing violations and/or expired permits.---------------------------------------------------------------------- EL29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 0.Other: ------- Wh u issue the permit process as follows ❑ Mail to owner,. ❑Mail to contractor. Telephone � ` Cf 7� and hold for pickup at office. ❑ Deliv with inspe -tor. Applicant: Date:. �b� Z- �y Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution bate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: / - Contractor, designer, owner, was advised of the above required��byy ❑ phone, ❑ mail, ❑ Building Division counter, by' Date: Contractor, designer, owner, was advised of the above required 11 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: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev.)2/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER /�6 /`/YP ZONING BUILDING PERMIT OWNER 12 4_ TELEPHONE HONE SO. FT. OCC. BUILDING VALUATION OWNERS AWuNo AbDftSS CONTRACTOR'S NAME N TELEPHONE CONTRACTORS MAIUNO ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ -� ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ Z — ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ i a BUILDINGADDRESS TO r D R_EL , „ _/ //'� , v �/F1lZ�/MV. \ /K!J\ Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 / S Each as water heater or vent 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Describe Work: G�3 lSvvt� ❑ Other ❑ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ \ ELECTRICAL PERMIT Fling Fee 20.00 Main Service .0. OR LE:: LE 23.00 i Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG ffUP. 3.5¢so. OR ADDNS. & ACC. BIDS. FT. NEW CONS .MULTLOUTLET NON•RESID. @7.50 / POWER APPARATUS 8 SINGLE 011TLEf CIR. Ex. Occup. OUTLET OR FOfTURES 1.00 SAL O .50 Ex. Occup. OnxuTIEEDTs APP o D 5.00 Service 23.00 —Temporary Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 5, vs PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ c CONST. TY TOTALFEE $ S�p<� HAZ. 1 D. FEES IMP I FLOODCDF PARCEL PD HD 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 Date PERMIT EXPIRES ON re i� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO (Rev.12/90) , I APPLICATION AND PERMIT ASSESSO 7 7iQo '-0 17i O`er mNN° BUILDING PERMIT OWN"', T�1ONE SO. FT. OCC. BUILDING VALUATION OW EA9 MALING ADDREA OONrRACTOR9 NAME TEl91PNONE CONTRACTORS MAILING ADDRESS CONSTRUCnON LENDER LENDER'S MUNG ADORERS Fire lace Total Valuation L ARCNRECT OR ENGINEER LICENSE NO. —Filing Fee S 20.00 Permit Fee S ARCNRECT OR ENGNEEA9 WALING ADDRES8 Plan Checking Fee b BULDNO ADDRESS Energy Plan Checking Fee $ S PERMIT FEE _ LOT NO. SIAlONEJION9 NAYS PARCEL YAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF O Duplex O Mobilehome O Other Each Trap 7.00 1 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New O Addition O Remodel O Utilities O insulation O Other O Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W @20.00 i PERMIT FEE t ELECTRICAL PERMIT Filing Fee 20.00 Main Service °p00wv on L Ss 23.00 C n IL� g • zo ' 7 � C. . Main Service aooA TO IOWA 48.00 NEW CONST. DWELLING! OCCUR so. OR ADDNS. ( i ACC. SLDB. 3.5¢ NEW • MULTFOUTIET NOPKRESID. @7.50 POWER APPAMT i SNOIE OUTLETUB d0. Ex. Occup. ounEr OR nffmES x 0 t. 0 eAl .350 Ex. Occup. , "FIs p, E, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt: $ Mobile Home Installation Fee $ Energy Inspection Fee E o" CONST TYPE TOTAL FEE S NAZ. 0. FEES IMP FLOOD COf PARCEL I PO MDI ISSUE 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 PERMIT EXPIRES ON Date 163 Commercial Ave. Chico, Ca. 95973 Parcel Number 042-320-048 Building Permit Number: 99-1074 BEAUTY 7 COUNTY CENTER DRIVE - OROVILLE,•CALIFORNIA v95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Scope of the work requires an additional permit. Apply for permit and provide a contractor's estimite for scope of work. 2. Modifications to wall will require a lateral analysis of this portion of the structure as "existing bracing" has been removed and building does not meet conventional bracing requirements. Provide two sets of calcs, all requirements are required on the stamped, signed plans. 3. Provide energy calculatons for modification of this portion of the structures per Section 2.2.4 Of the Energy Manual. Mandatory measures are now required to be located directly on the plan. [provide two ets of calcs] If you wish to discuss any requirements, .you.may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday -through Fridays. Sincerely, Martha Whitney Plans Examiner cc. Greg Pietz Architect 1 w. PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible, it may cause a delay in processing. Owner's Name: 17161 d�24-2 Received By: '01 1 Date: A. P. #: 0 q !�O C-) -- D /2 0'0 / Permit #: 2f P, Time: ContactPhoneNumber: Purpose of submittal: ❑ Permit A lication Data Item PP ❑ Engineering . g• Zo •99 . � lGt� C1Plan Revision %S� 6 liec� i•2� �.�91(�q� M-Kei-quested by Building Inspector or Correction Notice -Inspector's Name: ❑ Requested By Plan's Examiner - Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: mall -3 c(S 7D '70 and hold for pickup at the ❑ Chico Office u Omville Office Deliver with next inspection. Revised Plan Check Fee: - 46.00 Receipt #: ❑ Additional Fees Not Required Additional, fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: GREGORY ' A. PEITZ ARCHITECT 383 RIO LINDO AVE., CHICO CA 95926 (916) 894-5719 Structural Calculations For: it '*No. C :t as N9� REN. (� �� n LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P=CcCgQsI WALLS P=.62 * 1.3 * 14.5 * 1.0=.0117 ksf @ 15. ft. P =.67 * 1.3 * 14.5 * 1.0 =.0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P = .76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 =.009 ksf. @ 15 ft. P=.67* 1.0* 14.5* 1.0=.010 ksf.@ 20 ft. P=.72* 1.0* 14.5* 1.0=.011 ksf.@ 25 ft. P=.76*1.0*14.5*1.0=.011 ksf @3b ft. ROOFS 9:12 TO 12:12 P=.62 * 1.1 * 14.5 * 1.0=.010 ksf@ 15 ft. P=.67*1.1*14.5*1.0=.011 kst@20 ft. P=.72*1.1*14.5*1.0=:012 ksf@ 25 h. P =.76 * 1.1 * 14.5 * 1.0 =.012 kst @ 30 ft. Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 _. V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 ' Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf live load. 26 psf total load FLOOR LOADS: 10 psf dead load +, 40 psf. live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding �' 912-7 (1q9 �• ` LTJ V4 if F r 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS MALS W W W W W W xxx IA N1 VI coo of cc — H aa� ever C4 C4 eV .. /l Z , F. q.�Lp Ici Aro d i AO IVO 1 22-141 50 SHEETS a�naao 22-142 '100 SHEETS 22-144 200 SHEETS eq o s 09 .. _ ..Am N� . 1 _ 22-141 50 SHEETS annvao 22-142 100 SHEETS 22-144 200 SHEETS 04 i • . �C... W ' �' COUNTYOFBUTTE- DEPARTMENTOFDEVELOPMENT SERVICES - BUILDING DIVISION ` - - 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT .�_ .. ASSESSOR PARCEL NUMBER 040-40-0-012 ZONING BUILDING PERMIT'- tl OWNER JOE HUPP AND JERRY PRATER TELEPHONE 345-7078 SO. FT. OCC. BUILDING VALUATION O R OWN 'S "UNG ADDRESS 1 3 COMMERCIAL AVENUE, CHICO 95973 CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTOR'S MAILING ADDRESS ' CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO.Fjlln Fee $ ~• ;20.00 Permit Fee $ 153.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 70 LOREN AVENUE, CHICO Energy Plan Checking Fee $ $ ' PERMIT FEE $ LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT FiliniNel 20.00 Each Trap 7.00 USEOFSTRUCTURE COMM SF ❑ Duplex ❑ Mobilehome ❑ Other 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 ❑ Installation ❑ Other ❑X Describe Work: REROOF, STUCCO EX. OFFICE, RESIDE REMAINDER WHERE NEEDED Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20:00 Main Service ( zoon oa LE 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, and my license is in full force and effect.POWER 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. �.. ❑ I am exempt under Sec. Business and Professions Code for this reason Mein Service 200A tOOOA TOING 46.00 NEW CONST. DWELLING CUP. OCCU OA ADDNS. ( & ACC. BLDS. SO 3.5¢F: NEW NON•RESIDT M U�I.OUTCET @7.50 APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES .00 BAL Q I.50 EX. Occup. OUTLEEDTSA RES D.OE0. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23A0 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensate insurance carrier and policy number are: Carrier '72 Enz_ Policy Number $:� 4 og _ 9 (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) � - ❑ 1 cert that in the performance of the work for which this permit is issued, I shall no em Ioy any per on in any manner so as to become subject to workers' tion laws California, and agree that if I should become subject to the ompen a on provisions of section 3700 of the Labor Code, I shall omply i those provisions. 4fohw _q Q Date J 3 1 / licant - ❑ Owner ❑ Contractor ❑ Agent s required for excavations over 5'0"deep and demolition or construction 3 stories in height. MECHANICAL PERMIT Filing Fee- 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 173.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PD_ ; HD ISSUE This permit is hereby issuedunder of the Butte County Code and/or indicated above for which fees have By 41 PERMIT EXPIRES OJIP y the applicable provisions Resolutions to do work been paid. Da Y Dete Receipt No. c5lb WHITE-D.D.S.-B.D. CAN RY-ASS OR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PE NO. (Rev. 12/96) APPLICATION AND PERMIT �-`-�2q� A SESS0q°AACIR.Mmm 040 _, 00— ZONING BUILDINGPERMIT OWNER �� 3 OHNE SO. FT. OCC. BUILDING VALUATION OWNER'S IAAIlNO ADQrS 7-300 COMMCTORR'! ^Kma , IW`•� TELDPHONE CONTRACTOR'S MATING ADOM CONSTRUCTION 1.9 DIM LENDER'S MMU NG ADORESS Fireplace Total Valuation E ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENONEMS MAl1NG ADOTIESS Plan Checking Fee $ EURDNOADORESS / !„ L/ U A;� Energy Plan Checking Fee i �' Cj$ $ PERMIT FEE LOT NO. sueolvlslarollA►te rARc� 111° PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Wblehome ❑ Other, Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 New ❑ Addition ❑ Remodelp Describe Work: TYPE OF WORK Utilities ❑ lnstsk*n ❑ Other y't 5 ` Gas piping system 1 - S outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE t ELECTRICAL PERMIT Filing Fee 20.00 Main Service = "ORR 23.00 ' 4 Main Service aooA TO 1000A 46.00 NEW CONST. owE11N0O P. 3.5CSOL OR AD DNS. L ACC. elDa. NM WNSL NONRESIO. MUITFOURET @7.50 VOWE11 APPAAATIJ6 � SNOLE 0 q0. Ex. Occup. oun.ET OR "ITURES 20 0 t'0° RAL .SO EX. OCCU FDG2D AF41118. OR 5.00 otmtrs lma EA. Temporary Service 23.00 Mobile Home Facilities 20.00 Wsc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Healing Cooling Hood e.50 ventilation PERMIT FET: $ Mobile Home Installation Fee $ Energy Inspection Fee b OCC coTar." TOTAL FEE $ / 173. HAZ 0. FEES 1 WP Fum I COF imma I PO t0ISSUE Receipt No. WHITE-D.D.S. 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 I PERMIT EXPIRES ON T Date E.H. USE ONLY Plot Plan Attached Floor Wan Attached W5 Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance &AP 70 I -are., D". 040-4-00-0/2- Owner Location AP# Plan Approved for: Sewage Disposal >< Water Supply: Public .2<.- Private Well Clearance for EI-MIMg. Other 0)957ee remCO1e-1 Hold final for: Final clearance O.K. for: NOTE: /F e. /.- Z Gr �) i"7Li//orlc� d. acreZXI i%/ .r/ f Thi o7�erDp���c ian �/!'S /7�iv PX' fmiti Environmental Health Specialist 8/96 //- Z S, Date A57.1or o�i�a 6- , s. �U 01L Cow 4.iW6 7b 6de ro, J Ac 7- PERMIT NO P E M 1768-75B.,P,,E,M 0 0 UTIL. PERMIT NO. UlDe TIC- .,S* P-0 Cf 0� PERMIT EXPIRES :OWNER Glen Wood /e, L ONTR. Metal Air Tne., Chico y '.,LOCATION (A.P. 40-4 -:ft PC SIL . 5/� Lza 13. CY 0 IF ,9c A� G PAO�6 �/ID� /�/ 1a c /� a /(l �J�f T Grimm. L - —lat4$, Chico 7f- ,,iqmp'.,-Power Pole ''Called PG &E Amp. Elec. Se-v.A Called P &E4 Ga4 Serv. Woe P G& E (Date) (Signa /7 (o 9-- MCCAIN ASSOCIATES. (916)343-8228 555 EAST AVENUE. CHICO. CALIFORNIA 95926 ' ARCHITECTS ENGINEERS SURVEYORS f� EUGENE M. MCFARREN. ARCHITECT JERRY E. COMPTON, LAND SURVEYOR EVERD A. McCAIN. CIVIL ENGINEER January 21, 1976 James Glander Butte County Dept. of Public Works 7 County Center Drive. Oroville, California 95965 Re: Shop Building for Metal Air Our Job #767 Dear Mr. Glander: Glenn Wood has brought to my attention a couple of items on an' inspector's punch list.. -y 1. The Plans show a 1/2" diameter sag rod at the center line of each bay on the roof purlins. I have given Glenn permission to use a 1/4" x 1" F.B. attached to the bottom -'of each purlin at the centerline of each bay. He did not, have these at the time of the punch list inspec- tion. 2. The Plans show brace rods in the roof of the "roof only" portion of the building. This was an oversight on my part. Since the buildinc: is braced by a braced bay, and the two.roofs are in the same plane, there is no need for bracing in the roof of the open area. Please give me a call if you have any questions on the two above items. Very truly yours, s 1 cCAIN SO�IATES. t, Jame . January JJJ:db e)4 w Y t.. r COUNTY SOF BUTTE — DEPARTMENT OF PUBLIC WORKS . ` _BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback jj—, 5-� Firewall Soil Piping Forms Parapets 1st Floor OFFICE UKP Main Bldg. Test Restroom Finish • /Q —'2' Footings Final Windows r Stemwall � .O Sidin -To out Slab — Roof Sheathing Water Piping Piers Cooling Roofing Sewer _aump— Ducts Fdn. Vents Fixtures Foot in s -7 . Garage Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances Carport Footings .i DATE Ile 7'o Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLA E Final Footings Footing ELECTRICAL Throat Rough Z., Reinf. Steel /L) °' C -444.4t -2 S Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Sub anels s' Mesh MECHANICAL Grd. Fault Prot. Scntch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground T InEjor E`ath Ventilation Permanent Doroi,CIoser Final Final '*-7 — .i DATE Ile 7'o REMARKS OR CORRECTIONS P/18 pt)uI-L Ftt O VA46"- FOA, E i"1 � � 7- 0 ;5� 446 o �, 0)6C 7`� VpGem 41111111111110 -- _ -goat t-� ,4P1-XaaAEP . 4 ' COUNTY OF BUTTE — DEPARTMENT OF PUBLIC 7 County Center Drive - Oroville, California 95965 Tel ephone: 534-4541 APPLICATION AND PERMIT Owner (, ,�y Mailing Address Telephone N . ContractorEf� Mailing Address Telephone No. Building Addre s 5 A. P. No. 6 — e4cs44W MZoninA _�o i ,Fd .C. Sa i on Fire Dept. Fire Zone Us Permit EQA Parking Parcel Parcel Ma 60' R/W is Plans Declaration B1d9.J4vr ns Rec'd dr ro Plarls Approval NEW 0- ADDITION ❑ UTILITIES ❑ OTHER ❑ Single Family ❑ Duplex ❑ Mobil Home ❑ Others ZJ CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: License No. 2.j j?.0 Classification 2' 2_;2j -Ii�� BUILDING SQ. FT.7 OCC. I BUILDING VALUATION Fireplace Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas wate eater or vent Gas piping system 1 - 5 outlets j=ach additional outlet Building sewer Lawn sprinkler system Permit Fee ELECTRICAL PERMIT FILING FEE Main service incl. 1 meter,20e Additional meters, each Sub -panel (12 or less) (more than l: Range, Cook -top or Oven Water Heater or Space Heater Light fixtures _ Rg?ALs., swit s & fid tlets Hood, EwLF� F.A. Fury(. Motor Evap ler, gar. disp. or D.W. Air corl. tj Ter or heat pump Water pump ;:W /r/.P. Mobil Home Facilities Temp. Power Pole Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee MECHANICAL WORKMEN'S COMPENSATION INSURANCE PERMIT FILING FEE I am aware of the provisions of Section3700 of the California Labor Heatino Z-4-d/y Code which requires every employer to be insured against liability for Wor men's Compensation. have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑I 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 the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to -enter upon the above-mentioned property for inspection purposes. Date Signature of Permitee or Agent ,#I, � 13t Receipt No. _ ✓ 4/0`00 y White-D.P.W. Pink I Inspector of enrod-Applicant Cooling Ventilation Hood Permit Fee 965,0 0 /®a.:5- o @ FEE U •� .S Q II $3.00 6.0 1.50 4,0-0 1.50 1.50 `,b6 1.50 1.50 /.$'D .30 5.00 2.00 @ FEE ' $3.00 ✓,dV 3,0-t) 1.00 1.00 1.00 201 2 , RJP �ft 2b 1.00 1.00 .2,&-o 1/1.+0 5.00 5.00 @ FEE $3.00 3, a-() 2.00 $ $ as TOTAL PERMIT FEE j/-//— 25 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. DIRECTOR 0 UBLIC WORKS I By Date2-73 uilding permit expires Date ��' / CERTIFICATE OF E OF TIM% ' A C W_4 O Q T_Ic� z CONFORMANCE SHE UNDERSIGNED MANUFACTURER HEREB Y CERT/F/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of U. S. Product Standard PS 56-73, for Structural Glued Laminated Timber, and that such manufacture has been at our plant in RTDDI.E, OREGON , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The undersigned manufacturer further certifies that the work has been done in accordance with the applicable job specifications. -The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: METAL -AIR JOB LOCATION: Chico, California CUSTOMER'S ORDER NO: 26148 DATE 10-13-75 MFGR'S ORDER N0. 3082 1 GLU-LAMINATED BEAM COMPANY- RIDDLE IAMINATORS TITLE QUALITY CONTROL ADDRESS RIDDLE, OREGON DATE -OCTOBER 31. 1975 A/TC HEREB Y CERTIFIES that` the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said"Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of the under- signed, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in ..respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC Certificate No. A, 5499 Signed for AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AITC FORM 18-1-73 Executive Vice President Monoger, Inspection Bureou © 1973 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 1• el T The principal members of the job covered by this certificate are stamped with one of the following type quality marks. Each qualified plant has an individual qualification designation. The designation "P-143" shown on the typical quality marks below is not assigned to any plant and is used only for the purpose of illus- tration. A TYPICAL CUSTOM PRODUCT QUALITY (MARK �� ��� AITC designation of qualified license(, plant. QUALITY IfSPECTED CS 253-63 Indicates that the designated licensed plant - has metall requirements for qualification and maintains an acceptable quality co irol sys- J tem which is periodically inspected by AITC. A TYPICAL NOW -CUSTOM Indicates conformance to U.S. Com- mer=clal Standard for Structural Glued Laminated Timber. ,.:.._i: . . ; PRODUCT QllALITY MARK AITC designation of qualified licensed Plant., 143 t Designates type of adhesive, W for WET 'SPECIES", USE or D for DRY USE. QUALITY • �- ��" �. INSPECTED - 0000f ARCH Name of wood species used. CS 2 3-63 Indicates that the designated-iirgensed plant has met all requirements or qualification and maintains an acceptable quality control sys- tem which is periodically inspected by AITC. Designates appearance grade. IND— Industrial. ARCH—Architectural. PREM—Premium. Indicates conformance to U.S. Com- mercial Standard for Structural Glued k Laminated Timber. Designates dry use stress. f—bending t—tension. c—compression parallel to grain. DFor a custom product the specifications covering the desired product are included in the plans and specifications. D For non -custom products essential detail specifications are included on stamp. iD, D. COUNTY OF BUTTE - DEPARTN:' ui PU ORKS • .�,/� 7 Country Center Drive, Oro��lle, California 9 X965( P,KONE: 916-534-4541 DATE CA CO � CALAI 1.With reference to the above sect: 0 V ✓ Attached is: Application for permit Typical Plan Sheet `%e Building Plans Mobile Home Sheet v Engr. Calcs. List of Codes Enforced We need the following information: Permit ppl.ieaflon signed and -completed- wh`e-e-indicat:ed ith-all copies returned.. 'sof Certificate of Workmen's Compensation Insurance. Q Contractors License Law information. /.' Letter authorizing signature of Complete plans, in duplicate, including plot & floor plans and complete structural details. Plot plans in duplicate. Structural details in duplicate. Complete plans, in duplicate, prepared by registered civil engineer or architect. Engr. talcs. Two (2) sets of plans in accordance with changes marked in red. Sanitation approval from Butte County Health Dept. 695 Oleander Ave., Chico �S 7 County Center Dr., OrovilleJ, Skyway & Elliott Rd.,Paradise Planning approval, i.e., use permit, variance, rezoning, etc., from Butte County 1 P1 nin pt�.�7Count ptr� eme Pylans Parcel eclar 'on reco Verification ofAed Verification of Deed for right Parcel map reco CenterkDr. ,,,Qroville. deed. deed. . /_ As soon as we receive the above data, we will process your any questions concerning the above, please contact this office. JFG:dd s ication, or, should you have Yours very truly, Clay Castleberry Director of Public Works J.F. Glander As Director D a- �0�-13 BUTTE COUNTY (For Action 1, 2, 3) Public Works Dept. (For Informations/) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop Equip. & Yards Ref. Diso. Bldgs. & Grds. Bldg. Insp. Admin. D & C/Traffic Const. Rd. Des. Br. Des. Sur. & Loc. Mapping Drng./Perm Sub/ CIJ> ;— AALMCCAIN .ASSOCIATES (916)343-8228 555 EAST AVENUE CHICO. CALIFORNIA 95926 ARCHITECTS ENGINEERS SURVEYORS EUGENE M. MCFARREN. ARCHITECT JERRY E. COMPTON, LAND SURVEYOR EVERD A. MCCAIN. CIVIL ENGINEER January 21, 1976 James Glander Butte County Dept. of Public Works 7 County Center Drive Oroville, California 95965 Re: Shop Building for Metal Air Our Job #767 Dear Mr. Glander: Glenn Wood has brought to my attention a couple of items on an inspector's punch list. 1. The Plans show a 1/2" diameter sag rod at the center line of each bay on the roof purlins. I have given Glenn permission to use a 1/4" x 1" F.B. attached to the bottom of each purlin at the centerline of each bay. He did not have these at the time of the punch list inspec- tion. 2. The Plans show brace rods in the roof of the "roof only" portion of the building. This was an oversight on my part. Since the building is braced by a braced bay, and the two roofs are in the same plane, there is no need for bracing in the roof of the open area. Please give me a call if you have any questions on the two above items. Very truly yours, r cCAIN SO IATES i Jame January JJJ:db COUNTY Or 01197E DEPT. OF Psauc W. AN 2 31976 AM 7,819 i10 111 i12 i 1121314A6 a ., W-4 COUNTY OF BUTTE -OF PUBLIC WORKS 7 County Center Drivelifornia 95965-76 %/TeIeph/ 6 APPLICATION'AND PERMIT X(�&�Iyd 6ZL22: Date=ZZ/Z24 Sigt4ature of Permitee or Agent Receipt No. L/_ Rog - _ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant the t3utte county code and/or resolutions to do work indicated . above for which fees have been paid. DIRECTOR OF/JAUBLIC WORKS BY Date �Hd�inqpermit expires Date BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address • Telephone No. Fireplace .. Contractor - -1 / / /� � c Total Valuation Mailing AddressR. 1 /9y2. Permit Fee Plan Checking Fee&/or Penalty ' ` / e, Telephone 2>_ , Permit Fee $ Building Address PLUM-BING No. @ FEE PERMIT FILING FEE $3.00 ry UlfQom' 6Ge_l�f U 7, Each Trap 1.50 IN P EN%"L-�16 Repair drainage or vent piping 1.50 Water piping 1.50 / 0 / /d 0 Each gas water heater or vent 1.50 A. P. No. r'�(� r- I r Zoning &Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fd 4V. ani a ion I FireDept. I FireZone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W ImprovementsLawn sprinkler system 2.00 ons ec'd I Parcel Approval I Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER 13 ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 (� f �� /2✓:�L ! T /- c .9, (� t -v&* �% Main service 6100 AMOR P ORSLESS 5.00 Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home ❑ Others Main service 10 0 AMP OR LESS VER 600V 25.00 Main service EA. ADD'L 100 AMP 1.00 `�\'+��(, /n� v' o '�/g /f-. %oi NEW CONST. DWELLING OCCUP. & A C. BLDGS. ) 2¢sgft NEW CONSTR. (MULTI -OUTLET NON-RESID. BRANCH CIRCUITS)-2.50ea NEW CPOWER AP NON-RESID ONSTP. (SINGLE OUPLETTUS CIR.& 3 — CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name St Ie Of: Y , C2 � S )050 Ex. OCCp(OUTLETS OR FIXTURES) �@1 BAL@1 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No,=_Qo)l 201 Classification 47 —.2-0 Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I 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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating ISO m Cooling Ventilation Hood 2.00 Permit Fee $ $ � '— I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the o, „, ,,,,, r„� ;,,,,,,---:,,_ _,•_ _ TOTAL PERMIT FEE $ �1 OC� This permit is hereby issued under the applicable provisions of X(�&�Iyd 6ZL22: Date=ZZ/Z24 Sigt4ature of Permitee or Agent Receipt No. L/_ Rog - _ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant the t3utte county code and/or resolutions to do work indicated . above for which fees have been paid. DIRECTOR OF/JAUBLIC WORKS BY Date �Hd�inqpermit expires Date V ,, COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT 359-76 authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. ��-� ��-Date Signature of Permitee or Agent Receipt No. Z ICIP White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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 aid. DI CTOF,;. UBLIC WORKS / BY Date j" Ze 7 - Building permit ems Date 17fJ*_7C-- BUILDING Owner / X/ (9(tj 62 4E& ZMailing SO. FT. OCC. BUILDING VALUATION Address Pe.�) el e n C (p Fireplace Contractor _ Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ Building Address O ��" PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Q ,/ Each Trap 1.50 044 Repair drainage or vent piping 1.50 Water piping 1.50 1_97� A S7�6z Each gas water heater or vent 1.50 A. P. N— Zoning 8 Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 ees W. . S Fire Dept. Fire Zone Use Permit Building sewer 5.00 EOA Parking I Parcel I Declaration parcel Ma P 60' R/W Imp rovements P Lawn sprinkler system 2.00 �P—l—annss BI g. Plii ons Recd Parcel Approval Plans Approval Permit Fee $ $ EW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 �cqc!) /• _ 600V OR LESS Main service 100 AMP OR LESS 5•oo (O 0 r Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home ❑ Others Main service OVER 600V 25.00 100 AMP OR LESS Main service EA, ADD'L 100 AMP 1.00 NEW CONST.(DWELLING OCCUP. &\ OR A.D.S. ACC. BLDGS. / 2�sy ft NEW CONSTR. (MULTI -OUTLET NON.RESID, BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS &) NON•RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st le of: Y Ex. Occup(OUTLETS OR FIXTURES) @251TOq Ex. OCCU FIXED APPLNS. OR P• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I 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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE 1 authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. ��-� ��-Date Signature of Permitee or Agent Receipt No. Z ICIP White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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 aid. DI CTOF,;. UBLIC WORKS / BY Date j" Ze 7 - Building permit ems Date 17fJ*_7C-- f� Cld �r. 2729'78B E PERMIT NO. yr �•� it �. PERMIT EXPIRES OWNER HM Glen Wood CONTR. ;x Metal Air , Inc . , Chico ' LOCATION (A.P. 40-40-13 70 Loren Ave., Chico t-% tf� Temp. Power Pole Clled .PG&E i"??Elec. Serv. PG&E 49 T�/ailed M'p. Gas Serv. Called PG&E JOB a2, _(Dat =s (Signature) COUNTY OF BUTTE — DEPARTMENT, OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback _ Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings " C//IX Windows 3rd Floor StemwaII - Sidino To out Slab Z - Roof Sheathing Water Piping Piers Roofing Sewer -WatVr Piping Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwal I Insulation Heaters Slab Carport Footings Prov. for phsically handicaped Conformance of ex. structure Appliances Gas Piping &Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brawn Cooling Temp. Pole FIh4sh Ducts Underground Inte.loi Lath D0000r-.C,loser Ventilation Final Permanent Final NOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal -WatVr Piping Sewer Gas Piping �At10�I�EH )ME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE OR CORRECTIONS i (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS %/ A 7 C60nty Center Drive — 'Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT autnorize representatives of the county of t3utte to enter upon the above-mentioned property for inspection purposes. /%�,1�T7��• /./.c� ••TJX "P"gate Signature of Permitee or Agent Receipt No. /� 7 `� L(2� White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS 6 -,2 - By , dt Date ui ding permit expires Date — 4'7 im BUILDING Owner G W ®c�5V SQ. FT. OCC. BUILDING VALUATION 11g,4 ate Mailing Address 70 4c>i, t G Telephone No. b = OZ s� Contractor iTL/2 G Mailing Address 0Aq Fireplace Total Valuation t 00 ! Telephone No. Permit Fee ®� Building Address �� PlanC ingFee&/or Penalty Permit Fee S' Q �l V771 PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each TraD 1.50 ` Repair drainage or vent piping 1.50 A. P. No. JV6 —Z/ C) ^— J I tlN'5 so i Ion Fire Dept. 'Fire Zone tonin q& P Use Penni Water piping 1.50 1 Each gas water heater or vent 1.50 Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel M 60' R/W I is - Each additional outlet .30 Building sewer 5.00 � Bldg. P(. 4 Rec'd Parce Ap roval Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION UTILITIES ❑ OTHER ❑ Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home ❑ Others 5a Main service EA. ADO'L 100 AMP 2.50 /�� ��O )� r' �/.�, /V,C0 , �'f{" �3'r OVER 600V Main service 00 AMP OR LESS 25.00 , Main service EA. AOD'L 100 AMP 1.00 n /A L� GCr NEW CONST. DWELLING OCCUP. 22S ft ACC. BLDGS. q OR ADDNS. ( 4 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: rr✓✓,�,, � NEW CONSTR. /MULTI.OUTL T NoN.RESID ` BRANCH CIRCUITS) 2.50ea I, (% NEW CONSTR. (POWER APPARATUS 8 NON•RESID. ,SINGLE OUTLET CIR. Ex. OCCUD(OUTLETS OR FIXTI-PES 0@ BAL@101 Ex. OCCUp • ( FIXED APPLNS. oR \ 2 00 OUTLETS (RESID.) EA/ Temporary service 10.00 Mobile Home Facilities 15.00 License No. 2.'1G 77-4!!!: Classification ��-23—�/3 Mise. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ 3.0 0 $ , MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. IVI I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑I 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 the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws. relating to building construction, and hereby Land Development Fee $ Jr; TOTALPERMIT FEE $ 6 autnorize representatives of the county of t3utte to enter upon the above-mentioned property for inspection purposes. /%�,1�T7��• /./.c� ••TJX "P"gate Signature of Permitee or Agent Receipt No. /� 7 `� L(2� White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS 6 -,2 - By , dt Date ui ding permit expires Date — 4'7 im COUNTY OF BUTTE — `6EPARTMENT OF PUBLIC WORKS 7 County Center Drive -' Oroville, California 95965 � , /�7 Telephone: 534-4541 APPLICATION AND PERMIT Date Ignature of Pr iitee or Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant U L(:JUFi Ut3LIL; WUKKJ Z �--- Date fttmg permit expires Date BUILDING Owner SO. FT. OCC. BUILDING VALUATION Mailing Address Tel ephon'e'N.o. Contractor Mailing Address Fireplace Total Valuation Telephone. Permit Fee Building AddressPlan Checking Fee&/or Penalty Permit Fee $ PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 L C0 Repair drainage or vent piping 1.50 A. P. No. `-+ 0— '6 % Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 ftn4a4eR- FireDept. I FireZone Use Permit Gas piping system 1 -5 outlets 1.50 EOA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Parcel A proval Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER 10permit Fee $ $ 2 0G G G1 G ELECTRICAL No. @ FEE RM IT FILING FEE $3.00 b� in service 100 AMP ORSLESS 5.00 f` Single Family ❑ Duplex ❑ Mobil Home ❑ Others Main service EA. ADD'L 100 AMP 2.50 �� • !/V/ e OVER 600V Main service 100 AMP OR LESS 25.00 Main service EA. ADD•L 100 AMP 1.00 �/� NEW CONS. J DWELING OR ADDNST % ACCLBLDGS -- 4) 22 sq ft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name styl��Q�,� I c w► �7 tP� a�SS 1 cC �i NEW CONSTR. MULTI.OUTLET NON-RESID. BRANCH CIRCUITS) 2.50ea 32. Sp NEW CONSTR. (POWER APPARATUS a NON.RESID. 1SINGLE OUTLET CIR. Ex. Occup{OUTLETS OR FIXTURES B L@; FIXED EX. Occup. 1 OU LETS PLNS (RESID )REA) 2.00 Temporary service 110.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 License No. Classification ❑ 1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ C7• $ �C MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. 177711 l have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑I 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 the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws rela'ng to building construction, and hereby authorize r sen i of the County of Butte to enter upon the above -menti ned p t for inspection purposes. �\ , Land Development Fee Is TOTAL PERMIT FEE $ This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for whic ees have been paid. Date Ignature of Pr iitee or Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant U L(:JUFi Ut3LIL; WUKKJ Z �--- Date fttmg permit expires Date PACE I MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE Bldg. Permit # 2 % OWNER wOO� . ,r�'L �� A. P. # A. GENERAL ,l! Zoning requirements (sideyards, parking, special conditions). ,X. Valuation. Signature by R.C.E. or Architect (if required). Calculations. Improvements and drainage. Complete plot plan with dimensions, easements, other buildings, and other pertinent data. B. OCCUPANCY REQUIREMENTS 1. Building use Sllaf f/, 441 w4R& Occupancy Class 2. Type of construction _ Fire Zone 3. Building floor area f S . sq.ft. Occupant load 6Q 4. Total allowable floor area /C D a sq.ft. Basic allowable floor area CL000 sq.ft. Bads for increase 1A ZoNE' 3 — doOOO f /OO YA1 -WPif t. -j S/DE' �dditions, alterations, and repairs exceeding 50% (Sec. 104). Compliance with occupancy group requirements (Chapters 5-13). Occupancy separations (Sec. 503). Area separations (Sec. 505). Firewalls due to location on property (Sec. 504). Maximum height requirements (Sec. 507). Attic separations (Sec. 3205). Ventilation and special hazards requirements (Chapters 6-13). Fire extinguishing systems'(Chapter 38). Mechanical code requirements. �6��% , Restaurant Act requirements. ] 6 Smoke detection system. C. TYPES OF CONSTRUCTION REQUIREMENTS jW Fire retardant roof coverings (Sec. 1704). .25 Parapet walls (Sec. 1709). Toilet room floors and walls (Sec. 1711). Physically handicapped (Sec. 1711 & Table 33A). Guardrails (Sec. 1716). Detailed types of construction requirements (Chapters 18-22). J! Proper roof pitch for roof covering (Chapter 32). ,8: Attic access and ventilation (Sec. 3204). jY. Roof drainage (Sec. 3207). Skylights (Chapter 34). Stages and platforms (Chapter 39). Interior wall and ceiling finish (Chapter 42). !-" Fire resistive requirements (Chapter 43). Wall and ceiling coverings (Chapter 47). Glass and glazing (Chapter 54). Human Impact (Sec. 5406). ;.. PAGE 2 A MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (continued) D. STAIRS. EXITS. AND OCCUPANT LOADS A�'. Number of exits, width and locations (Sec. 3302). Doors (Sec. 3303). ,3� Corridors and exterior exit balconies (Sec. 3304). f�Stairways, rise & run, width, winders, and construction (Sec. 3305). Horizontal exit (Sec. 3307). 06:' Exit and smokeproof enclosures (Sec. 3308 & 3309). //. Exit signs•and illumination (Sec. 3312). Exits for occupancy groups A-E (Sec. 3315-3319). ENGINEERING REGULATIONS. DESIGN. QUALITY. MATERIALS.AND DETAILED REQUIREMENTS Complete plans sufficient to show how building is proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, floor plan, foundation plan, elevations, and complete structural details. �! Energy design, calcs, and necessary details (State law). Veneer (Chapter 30). k• Chimneys and fireplaces (Chapter,37). Engineered plans if required. Plastics (Chapter 52). Excavation and grading (Chapter 70) - not adopted. �i* Continuous or Special Inspection (Sec. 305). * Factory or other certification. Soils or compaction data. Chi l�tz..��C�` N-M���-� t��c-int �`T— % `'^ •,\ 'C-' ,�'� . Inter -Depart' , emorandum `QUN� To: Land Development Section, DPW FROM: Building Division, DPW SUBJECT: Improvements and Storm Drainage Clearance DATE: 5/22/78 We have recently received an application to construct a new shop addition for pre - (use) cast stairs & iron work by Glen Wood contr: Metal Air, Inc., Chico (owner and/or contractor) at 70 Loren Ave., Chico (location) A.P. No. 40-40-13 Permit Appin. No. 2729-78 and he has been advised to contact your section regarding requirements. Would you please advise, by signing this memo, when you have cleared the improve- ments and storm drainage facilities for this project so we may issue the required permit. .F. Glander JFG•dd Chief Building Inspector / / Improvements and drainage plans approved for.construction. Improvements and drainage not required for construction. / / Other. (specify) Poll,�No APP��B Aly R4 MF"rte � i8i9�10����' 15�� j��i3 PM 16 11L1 . L�q L-A ZL� (signature) (date) ro June -3. 1998 Mr. Everd McCain 40 S. Lassen Street Susanville, CA 96130 utte Count LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 RE: Request for Duplication of Plans (70 Loren Avenue, Chico) Dear Mr. McCain: A request has been made to duplicate the set of plans for the residence or business name shown on the attached affidavit. The California Health and Safety Code, Section 19851, requires that written permission must be obtained from.the certified, licensed or registered professional or his or her successor, if any, who signed the original documents and written permission from the original or current owner of the building. If the building is part of a common interest development, the written permission must be obtained from the board of directors or governing body of the association established to manage the common interest development, or by order of a proper court. Written permission from the certified, licensed, or registered professional shall not be unreasonably withheld as specified in Section 19851, subdivision (0 of the California Health and Safety Code. A copy of Section 19851 of the California Health and Safety Code can be found on the reverse side of this letter. Your cooperation and immediate written response to this request would be appreciated. Please send your written response, within thirty days to: Sincerely, Mi hael C. Vieira, C.B.O. Manager, Building Division Butte County Building Division #7 County Center Drive Oroville, California 95965 o)nGS _ LTgndq V Ccs S ?��'E G'o del a� 0 ' 7v k Fo AFFIDA HT REQUESTING D UPLICA TION OF PLANS (California Health and Safety Code Section 1985 1) The official copy of the building plans may not be duplicated without written permission from the certified, licensed, or registered professional, if any, who signed the plans and the building owner. I hereby request duplicate copies of the building plans on fileith the Butte County Building Division for with Permit Number - ;Z- and the building known as A PN -40 - -4 0 -1.3 l ( R o S 4 0P AU Toy, r O +^n 4 m�% t4 I �ro h� (Residence or Business Name) I am aware of the following three provisions of the Health and Safety Code as follows: 1. That the copy of the plans shall only be used for the maintenance, operation, and use of the building. 2. That drawings are instruments of professional service and are incomplete without the interpretation of the certified, licensed, or registered professional of record. 3. That subdivision (a) of Section 5536.25 of the Business and Professions Code states that a licensed architect who signs plans, specifications, reports, or documents shall not be responsible for damage caused by subsequent changes to, or use of those plans, specifications, reports, or documents where local governmental agencies, are not authorized or approved by the licensed architect who originally signed the plans, specifications, reports, or documents, provided that the architectural service rendered by the architect who signed the plans, specifications, reports, or documents was not also approximate cause of the damage. Current Building Owner: (� L R L f B -A R -e,,R Rfl. One -0 122 3 Vic. 9,,.oTr,- CW eco Design Professional of Record: n c- CA Signature of person requesting �J Printed or typed name of person requesting copies: G r�. n L7 Jaln 4q ip P Date: �9 Mtgq Address: 14,3 Reason for requesting duplicated set of plans: %1 r- At x. For Building Department Use O Owner Permission received - Date Sent: DateReceived- ❑ Professional Permission received - Date Sent. Receipt Number.� 3 '7(�Z DateReceived California Health and Safety Code 19851 Inspection of records; duplication of plans a. The official copy of the plans maintained by the building department of the city or county provided under Section 19850 shall be open for inspection only on the premises of the building department as a public record. The copy may not be duplicated in whole or in part except (1) with the written permission, which permission shall not be unreasonably withheld as specified in subdivision (f), of the certified, licensed or registered professional or his or her successor, if any, who signed the original documents and the written permission of the original or current owner of the building, or, if the building is part of a common interest development, with the written permission of the board of directors or governing body of the association established to manage the common interest development, or (2) by order of a proper court. b. Any building department of a city or county, which is requested to duplicate the official copy of the plans maintained by the building department, shall request written permission to do so from the certified, licensed, or registered professional, or his or her successor, if any, who signed the original documents and from (1) the original or current owner of the building or (2), directors or other governing body of the association established to manage the common interest development. C. The building department shall also furnish the form of an affidavit to be completed and signed by the person requesting to duplicate the official copy of the plans, which contains provisions stating all of the following: 1. That the copy of the plans shall only be used for the maintenance, operation, and use of the building. 2. That drawings are instiwnents of professional service and are incomplete without the interpretation of the certified, licensed, or registered professional of record. 3. That subdivision (a) of Section 5536.25 of the Business and Professions Code states that a licensed architect who signs plans, specifications, reports, or documents shall not be responsible for damage caused by subsequent changes to, or use of, those plans, specifications, reports, or documents where local governmental agencies, are not authorized or approved by the licensed architect who originally signed the plans, specifications, reports, or documents, provided that the architectural service rendered by the architect who signed the plans, specifications, reports, or documents was not also approximate cause of the damage. d. The request by the building department to a licensed, registered, or certified professional may be made by the building department sending a registered letter to the licensed, registered, or certified professional requesting his or her permission to duplicate the official copy of the plans and sending with the registered letter, a copy of the affidavit fiunished by the building department which has been completed and signed by the person requesting to duplicate the official copy of the plans. The registered letters shall be sent by the building department to the most recent address of the licensed, registered, or certified professional available from the California State Board of Architectural Examiners. e. The governing body of the city or county may establish a fee to be paid by any person who requests the building department of the city or county to duplicate the official copy of any plans pursuant to this section, in an amount which it determines is reasonably necessary to cover the costs of the building department pursuant to this section. f. The certified, licensed, or registered professional's refusal to permit the duplication of the plans is unreasonable if, upon request from the building department, the professional does either of the following: 1. Fails to respond to the local building department within 30 days of receipt by the professional of the request. However, if the building department determines that professional is unavailable to respond within 30 days of receipt of the request due to serious illness, travel, or other extenuating circumstances, the time period shall be extended by the building department to allow the professional adequate time to respond, as determined to be appropriate to the individual circumstance, but not to exceed 60 days. 2. Refuses to give his or her permission for the duplication of the plans after receiving the signed affidavit and registered letter specified in subdivisions (c) and (d). 19852 Fees; limitations The governing body of a county or city, including a charter city, may prescribe such fees as will pay the expenses incurred by the building department of such city or county in maintaining the official copy of the plans of buildings for which it has issued a building permit, but the fees shall not exceed the amount reasonably required by the building department in maintaining the official copy of the plans of the buildings for which it has issued a building permit. The fees shall be imposed pursuant to Section 66016 of the Government Code. 19853 Exclusion of banks, financial institutions or public utilities This chapter shall not apply to any building containing a bank, other financial institution, or public utility. t. . MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls Ceilin s I C MMERCIAL _a_ 3'` 040-400-012 &013 ' HUPP & PRATHER 70 LOREN AVENUE, CHICO CONTR: OWNER OFFICE WAREHOUSE, REMODEL aad 9A z44S DU0131 g5�ao3� OFFICE COPY i Address GAS Meter By� D ate/1kk— ELECTRIC Meter By �— Da� Ir %AM, . 67-VWx rx . - 1. :,ice•- , �" 3 J ' - COUNTY OF BUTTE ,. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER J / 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 ha ny questions pertaining to this matter, or need additional explanation, please office immediately. c G i W k i i .i I s ar 4"'�'`r -" '`�-•--->r.....r71'� - �Y''�-sem' �� '�•�f�'`i.,-��. COUNTY OF BUTTE E. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE R / / 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, Date 20 Inspector REV 104,2 �_ o�� 4 Y .fir-r„�--�.... �..�..z.:;.�uu�v-•Xfaw.-"'�,y31i'S#;�•-.'� j- ,`[t-��� COUNTY OF BUTTE BUILDING DIVISION i DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7.r Al CORRECTION NOTICE x ? - a Y q5 to N yye'Wa 3..111 OWNER PERMIT NO. ro � A routine inspection indicates that the following violations of butte county Ordinances exist at the above address4iria should be corrected. Please notice this office when correction of work is completed. If you ve any questions pertaining to this matter, or need additional explanation, please,contact s office immediately. .i *e' .�R'T++: _^^.�-- r-••-.�•il+---`�:.sa. r�`�r; :Yr ZG•. ..rye.. ♦ .....w.... ......•+'+r+s.". ltl 1: �* 2 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT C 11 J1.`�`1 '� ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT- OWNER.TELNE GEALD i0 P E. ES O Iic SO. FT. OCC. BUILDING VALUATION 2222 Fl -B 77,77Q.RQ . OWNERS MAILING ADDRESS 63 MMMERCIAT, AVVNTTF..rA Qrn 1A 9!10 RDt.D,L 20,00,00 CONTRACTOR'S NAME SAM, TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 97,770.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 630.50 ARCHITECT OR ENGINEERS MAILING ADDRESS - Plan Checking Fee 409.83) s 40M.83 BUILDINGADDR7b LJiCrJlt HtMq CHICO % Energy Plan Checking Fee $ 46.00 $ PERMIT FEE $ 1.106.33 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 7.00 49.0 Each Trap 'j 10 USEOFSTRUCTURE ! SF ❑ Duplex ❑ Mobilehome ❑ Other v1 h1t 1 t.1r'C /6 SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition E) Remodel ❑ Itilities ❑ Installation ❑ Other ❑ #Mobile Describe Work: -RELMATE'7BATMZROM. =ADDzlNmToR-wAI..Ls Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Home I S I G I W @20.00 PERMIT FEE $ 99.00 l / �' (.. iJ�l�s. I �• ��^ ' /. ('! % / /./� �' / ' ✓ /-^' � ELECTRICAL PERMIT Fling Fee 20:00 000V ORLESB Main Service 2o0A OR LESS 23.00 V r� -' LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisioris of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. IPOWER License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm undei,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 TO tOooA a' Main Service 200A46.00 NEW CONST. DW ,%r OCCUP. SO OR ADONS. a ACC. eLDS. 3.50 FT. T. NON-RESID. MULTI•oUTLET11 l 97.50 115.UE APPARATUS 8 SINGLE OUTLET C1 R. 20 Q I'00 Ex. Occu OUTLET OR FIXTURES BAL @ .w Ex. Occup. o.E' R=ID°ER,, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $5. WORKERS' COMPENSATION DECLARATION i 1 hereby affirm under penalty of perjury one of the following declarations:' ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I 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' C0compensation laws of California, and agree that ff I should become subject to the 01rkers' compensation provisions of section 3700 of the Labor Code, I shall forthwith c mply with those provisions. ' ' t_of X '�S*� Date �i" ZI- Qa Signature' oft Applicant - + Owner ❑ Contractor ❑ Agent CAn OSHA permit is required for excavations over 60" deep and demolition or construction of st�ructyrd over 3 stories in height. MECHANICAL PERMIT Fling Fee 20:00 Heating 15.00 Cooling 15.00 - Hood 6.50 Ventilation 13.50 PERMIT FEE $ h� Mobile Home Installation Fee $ Energy Inspection Fee $ 40 • �� Occ j ,Irl: j CONST. TYPE V �� TOTAL FEE $19 1, 349 . R3, HAZ. -- D.FEES MP l !FLOOD CDF _ PARCEL ' PD / HD , j ISSUE � This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. 1 By r r� LC(Y/�.eY_,.' ` Date PERMIT EXPIRES ON / / I -/-a C/-) 'd I Date Receipt No. 251032 2 5'-7 X36 �2 4% 79 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT v=Ox.f O=Not OK = Not Applicable • = Not Ready COMMERCIAL Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Bloc kouts-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 K except #'s 16. ter Htr.; V t -Access -Combustion Air -Baffle 1 . ter Pipe; Test & Anchor -Nail Protection JW'P,.V.; Test -Fittings & Anchor -Nail Protection . Sinks -Floor -Grease Trap 20. Hand icap-W/C- Back ing Gas Pipe; Size & Anchors - Firewall Penetrations Dat Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELE ICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond iz,Boxes & No. of Conductors -Stapled 1&.16`x Installed Close to. Edge of Studs & C.J. Equip. Ground made up w/Mech. Fastners-Bond Gas -& Water 27. Wiri -90°-Protected-Color Coded ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling ��C1l{rA1�26. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. X32-ftre Wall Penetrations Date Card B-1 Date Card B-1 DateCad B-1 Date Card B-1 Date ME ANICAL (Permit) OK except #'s . AJq. Ducts Insulation & Support 3 ent Fan; Exhaust above insulation Condensate Drain & Overflow; Size & Grade 6. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet is cces & Platform if Furnance in Attic 38. k.V.A.C.-Ventilation-Roof Access 3q cmaks-&..Firg-Dampers Date q Card B-1 Date Card B-1 Date CarkB-1 Date Card B-1 Date FRAI}pfi1G (Plans) OK except #'s (y'8ils, Pr .per Material & Anchors -Hold Downs Studs -Nailing, Spacing & Bracing -Plates -Sound Bea*nRoWalls over Girders & Floor Nailing p in Walls (rat proof) s; Furred Ceilings -Stairs -Chases & Beam -Size & Bearing -Support Fix. Date MING (Continued) 4 . i s -Post Caps -Anchors -Connectors oof Shthing-Nailing-Diap.Chord Splice 49. Fi o -Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 59--G+u-tam' cert. -Placement -Support uildings-Purlin-Girders ^12--Propeoy-4-we-Firewall & Openings 5 xt,Ooors-Handicap Access . Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection ped -Attic Vents -Rafter Outriggers ._Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. lazing Area -Glass Protection -Skylights -Plastic -Fire Port. 5 ar Walls PI ood- iling-Conn to Roof Insulation -W " s -Ce' ngs 61. Infiltration -Walls -Windows 62.rridors Openings -Fire Protection -Framing !jrac.c UXc p '"cy�-c.r'- 0 Date ;f7., /0R Card B-1 iL1=0 Date y;=7CIKfI Card B-1 JT-'_/> DWI-i-J"f 5401 Card B-1 /ice Date Card B-1 OK except #'s 43. Ext. Steps -Door & Sidelight Protection -Landings zits-Siza-M6mber-Placement 65 rnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection rinklers-Placement-Test 67. Suspended-Ceiling-Seismic-Wires-Elec-Light & Mech. _,6BrE4ec7'Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails . andicap-Door Levers -Fin. Floor c. ets at Wood Panel; Int. & Ext. 72. r. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Abov loor-Mech. Protection b., Mech. Equip. Listed for Location .,lation-Foam-Looked in Attic 0 Yes %,75.' -Guard Rails & Deck Construction -Post Caps n. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes Brown -Finish .. ti- sconnect, Electrical, Plumbing 79. V Above Roof; Plbg.-Appliance-Fireplace.-Clearance to 80,? r .ell; Disconnect, Electrical, Plumbing for Elec. Trim; G.F.I. Receptacle -Underground I ss Protection IiK korrectifrom Previous Inspections [/ W. Gas -Wit -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 4 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date _ and B Date Card B-1 Dat Card B-1 Date Card B-1 Date 6 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) .3•i'•:}"" .,A . -... S.' y . .. h i.�.` a •"�`i r - ...�.. �.r -. �. _. FRe 00-012 R 013 99-0903 P/ PRATER or Avenue, Chico : Owner of/ stucco exterior /, i f j. i,:;7 '/ COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT""'!' ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT pWNER TE HUPP AND JERRY PRATER TELEPHONE 345-7078 SQ. FT. OCC. BUILDING VALUATION OWN 5 MAILING 0MDRESS 1 i3 0IAL AVENUE, CHICO 95973 CONTRy�A�CTOR'S NAME O�lli� TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee S 1 53+W ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 70 LOREN AVENUE, CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 171 fN LOT NO. UBDNISION'S SNAME PARCEL MAP PLUMBING PERMIT Fling ee 20.00 Each Trap 7.00 USEOFSTRUCTURE CISolar i SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY or heat pumpwater heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑X Describe Work: REROOF, STUCCO EX. OFFICE, RESIDE REMAINDER WERE NEEDED Gas piping system 1 - 5 outlets 15.00, Building sewer 15.00 Mobile Home ISI G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service ion oa LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter i . 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER 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: L I, as owner of the property, or my employees with wages as their sole compensation, rw will do the work, and the structure is not intended or offered for sale. ❑ 1, 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 1000A ( TDNG 46.00 NEW CONST. DWELLING WEW EL CUP. OCCU OR ADONS. ( & ACC. BUDS. SO 3.50FT. NEW CONST. MULTI -O UTLET NON-RESI.. ANC I c @7.50 APPARATUS 8 SINGLE OIfTLET CIR. EX. OCCU OUTLET OR FIXTURES B21 AL @ I-00 . 0 APLINIS Ex. Occup. OUTLETSPRES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 -PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: p 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. ❑ I 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' compensat' insurance carrier and policy number are: Carrier ;_F f 1t�.a� MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ `1 -certify that in the performance of the work for which this permit is issued, I shall �. ;nQt'emp'loy any per on in any manner so as to become subject to workers' • v, C4mpensetion laws California, and agree that if I should become subject to the • workers' comper anon provisions of section 3700 of the Labor Code, I shall fo'r}' ith,comply lit those provisions. �+ X - _ L-"— =Date_3_ % Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA„permit is required for excavations over 60” deep and demolition or construction of`�tc �reeover 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 173.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PO, HD ISSUE This permit is hereby issued under the applica6le`'provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By . Date �/'v' ' f PERMIT EXPIRES ONY Deka Receipt No. 'eJ 1 q x(r" WHITE-DiD.S.-©'.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT yt+.avt�rw.•.�-.o..p.�..�,�ssT�.^w 7�li-a.2"C.�u••:,.f„-,'T. y,,.�r <'"�` • F-^'r'.rres: P"G: Z � r r.+;nv� ,-. 040400-012 & 013 00-0131 HUPP, GERALD JOE 70 LOREN AVENUE, CHICO CONTR: OWNER IST RENEWAL 98-2445 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT��'� ASSESSOR PARCEL NUMBER _lfl_f,__i A 1 ZONING h-_? BUILDING PERMIT OWNER GERALD D -1 P HTIPP TELEPHONE 145-7078 SQ. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS ti� f ( a ^diT�[`TA'f AVM- IlTrt- C"TrO rA Arn -1- CONTRACrOR•S NAME-- - ,� - - L� TELEPHONE - CONTRACTORS MAILING ADDRESS ' CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee m f: $ ? 300.95+ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ "'776 UILO7 TE( MJ AVT' NUF cnco Energy Plan Checking Fee $ $ 'PERMITxFEE $ `PLUMBING - 325:25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PERMIT Fling Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other I'J%'ILL SPECIFY Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 0X_ Describe Work: IST RZE11EFAL/98 -2445 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.OA OR ss 1123.90 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.F License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law or 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. • BLisiness and Professions Code for this reason Main Service 200A TO +CODA - "46.00 - { NEW CONST. DWEUUNG OCCUR OR ADDNS. ( a ACC. BLDS: SO 3.50FT. RBO410T MULTI•0UTLET @7.50 OWE R APPARATUS a SINGLE OUTLEr C1 R. EX. OCCU OUTLET OR FIXTURES 0 B20 @ t.000 flE. Ex. Occup. DuX.DAPP RESIWSD. OR EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections. need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for.which this permit is issued, I shall not employ •any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to.the workers compenstation provisions of section 3700 of the Labor Code, I shall fortnwitit c,om ly with those provisions. X.�- ,.... Date 2 %- 200 L) �_SIgnafure of Applicant ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures er 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $, , �5 =ADFEES, IMP. FLOOD CDF PARCEL PD 'HD IS_ SUE Mfr/ 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 I Date ri 14/. , w PERMIT EXPIRES ON Date _,,_�*..�.IUIUUI Receipt No. 4 ?r � f�3S9-- 61J/� . i • 1- WHITE-D.D.S.-B.D. CANARY -ASSESSOR` PINK -INSPECTOR GOLDENROD -APPLICANT 1 ♦ 1 \J - . _S_. � -z--. . '�.gt"�§S"+Yt�.t'.fw .r+wR:.... R.. -_.'s � .r`yri+."�.r•.:�:...�.'w,:.�C4�S?+w1�;�?;:�•.:#+7.r.%�3=��""'�;»",t.'�SJ` .,� •+�.w:4�x">'v�!S �:; �i1T`. A.�a§'�%a:�1�:, '' `1'�,^�`J"'C.r"+.":T.,, _�, a y ' � o - I ON r _.. - -. . * �-..�_..a.,,,.,,,u��-�.r w � yv-,"1.!•'..i'»r.-..,�-.r •-.... . "->`- ._r•-..'^"-- L- .- -.-.r -...ate: � -.� _ .-t ,COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 47 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96)� APPLICATION AND PERMIT! ASSE `�O�iV"'=i�tj 17!'012 & 013 ZONING M oL 1 BUILDING PERMIT OWNEQ.IJPP AND PRATffER j'' TELEPHONE" SO. FT. OCC. VALUATION �BUIILDING 000.00 OWNi IUPfSS IV7 ,,CZAt, AVF?VI1E C;ifiICO CA 95973 CONTrPT, S�tJAME TELEPHONE CONTRACTOR'S MAILING ADDRESS , CONSTRUCTION LENDER LENDER'S MAILING ADDRESS f Fireplace Total Valuation $ 5,000.00 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 72.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 46.80 eUILDWPOIRNEN AVEWE, CHICO Energy Plan Checking Fee $ PERMIT FEE $ 38.80 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT'Piling Feel 20.00 P USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other COt SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 iS.00 Each gas water heater or vent 1 5.00` g 00 TYPE OF WORK New ❑ Addition ❑ Remodel .O Utilities ❑ Installation ❑ Other ❑ Describe Work:` OFFICE RiNODEL Gas piping system 1 - 5 outlets 15.00 5.()() Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ 65.00 ELECTRICAL PERMIT Filing Fee 20.00 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, and my license is in 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. ❑ Iram exempt under Sec. Business and Professions Code for this Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADD S. ( a ACC. BLAS. so 3.5QFT: NNos"'N a SID. BRANCH CIRCUITS MULTI -OUTLET @7,50 7_25,00 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occu OUTLET OR FIXTURES 20 @ 1.00 sAL @ .50 Ex. Occup. o'EEDrs .'.,6.0&L 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 245.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I 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 o��ection 3700 of the Labor Code, I shall fo wR comp y with '�se provisior► . Date ��,� �� Sig of AppJLcant r,vn�� Contractor ❑ Agaent An OSHA ermit - req ired for ex(av tions over 5'0" dee and demolition or construction of structures over 3 stories in heig ht` P MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation 4.50 PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ cc coNs TYPE V, TO L FEE $ 5.' 6.50 L HAZ., D. FEES IMP FLOOD COf pEL p0 HD' ISSUE 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. J By . i Date ; r PERMIT EXPIRES ON 1 (Da te ReceiptNo� /39 3 / WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t Q 040-400-012&013#98-2445 ` RESIDENTIAL HUPP, GERALE/PRAT- RJERO 70 LOREN AVE., C.HICO OWNER RELOCATE BATHROOWADD M PERMIT NO. Reroo'� Sfucca !�' —903 PERMIT EXPIRES OWNER CONTR. ASSESSOR PARCEL LOCATION i rt 1 u z 1 - • f CHECKED SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. ¢ SPECIAL INSPECTION ITEMS 1 VERIFY ti Temp. Power Pole . ; Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service i 1 Called PG&E 0� f JOB FINALED (Date) 1 c Signature i'-- , V=OK 0 = Not OK • = Nott ReadApply MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 9. Siding; Nailing -Veneer -Stucco -Mesh 1. Zoning Requirements - Setbacks - Easements 10. Roof; Shthg-Roofing 2. Soils; Special MH Support Sketch 11. Ext.; Steps -Doors -Lendings 3. Sewer, Location -Test -Fall -C/O -Concrete 12. Braced Wall Panels 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete Card B-1 Date Card B-1 6. Gas; Location-Test•Wrap; / /'V'ft. / /Nat. or/ /'L°ft./ /LPG Card B-1 Date Card B-1 7. Well Clearance & Disconnect POOLS (Plans) OK except #'s 8. Utility Clearance 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 1. Zoning Requirements -Setbacks Easements 7. Elec.: Bonding; Metal w/6 -Circulating Equip. -Heater 2. Footings; Size -Spacing -Marriage Line 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtlq. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 3. Gas; MH Test-Demand•Vahe-Connector 9. Health Department Approval 4. Electricity; MH Test -Crossovers -Breakers -Clearances 10. Plumb.; Cir. Test -Water Supply Test 5. Drain; MH Test -Fall -Flex Connector 11. Light Niche 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Card B-1 Date Card B-1 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric Date Card B-1 Date - Card B-1 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Lendings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.: Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtlq. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date - Card B-1 ✓ = OK 0 = s,l!ot OK • - = iVot Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #a ir ng-Setbacks-Easments-FloodSlope . Ftg., Main; Soils-Elec. Gmd.-/ i Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ P Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pets -Fireplace Ftg.-Steel 42DD.W.V; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance-Material-SuppoR-Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Orippies 15. Access & Ventilation 16. Insulation Date $ Card B-1 ` Date Card B-1 Dates Cana B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Bo s & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing f RESIDENTIAL (Single & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rf r. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 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 _ 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows 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. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fat. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instid./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: -7e%m COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 yf CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above "address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact Yiis office immediately. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 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 completer If you have any questions pertaining to this matter, or need additional explanation, please ntact this office immediately. r i Date 7— Inspector REV 10/92 SIDEWALK DRIVEWAY SIDEWALK DRIVEWAY SIDEWALK DRIVEWAY I SIDEWALK r 30 20' SETBACK LINE 20' SETBACK LINE f EI " GG GMCE 3' 1 Propsoed Additional Office Space 23 --. 8'-4 FU EXISTING aSHOP 71m m - BUILDING Private Well APPROVED MjPv, County Enviror<srxin—L'al l ieatth 10' Pe" I Environmental Health ' 0 C T 2 8 1999 Chico, CA SITE PLAN AP No, 040-400-012 & 013 70 Loren Avenue is = 32' Chico, Calif ornia I a �D a `p fJCI Q 1 13/7'6# 7'=6° 17' T-10' ' 6'-6' Frame 4' X 4' for sliding . 91 _ 101, window Business Off ice 1'-3' I I 12'-8' FF j Lobby _6n I I ,_6p 31 p ' --2 6 .6 I Remove existing wall & replace with 4' X 12' beam flush with T X 6' X 1 3/4 ceiling, Attach ceiling ,Joists Full Glass with ,Joist hangers, 0 12'-6" Draft Office 11,76' 0'-11 2"-.lQl Remove 3'X 6'X 1 3/4 Full Glass 3'-l-3'- 4 2 30 X 6' X 1 3/4 Half Glass '--4' — 6 n u Fixed T X 6' X 1 3/4 Full Glass Staf f Meeti & Conference , Room ' Remove existing I 16'-4' walls I ❑FFICE REMODEL 1/4" = 1' 1; 7' t �eac (% P "G ._� i G a� `P i Environmental Health OCT Z 9 1998 Chico, CA 70 Loren Avenue Chico, California 7 6'-11 114 4' X V Fixed J 4° X 4' Fixed I4° X 4° Fixed i i 4' X 4° Fixed TX 6' X 1 3/4 0 Half Mass 2 X 6 Wall 4'-1" All walls are 2 X 4 unless specified, Floor joist per attached TJ-Xpert framing plan, ,_7" Shop 6�_9" X P X H � A 3' X 6' X 1 3/4 30 X 6' X 1 3/4 0 Half Glass Solid Core AEQ at: c��; EnvirnJIY'%' .; ..L.:1 e:. Environmental Health 0 C T 28 1998 Chico, CA. [IFFIce Addition Ground Floor 70 Loren Avenue Scale 1/4" = 1' Chico, California \� 2-4'-1" 24'-11" 4 ;. 14'-02" '01 '-112" '-7" O X1 moo, 7,125" Risers X 12" Treads ,Q,_1" Women 8'-1" N ca a o Q X Closet 41-2" o XStorage " 2/—Y— 2'-6" 3' X e 1 3/4 Half Glass 3'X 6' X 1 3/4 Half Glass W =x a c7 01 �X M .. A Men 23' .23'-32" Grap 2 X 6 Wall 18'-112" Designcs Lunch Room 13-11" 13-11" a, 7 6'-11 114 4' X V Fixed J 4° X 4' Fixed I4° X 4° Fixed i i 4' X 4° Fixed TX 6' X 1 3/4 0 Half Mass 2 X 6 Wall 4'-1" All walls are 2 X 4 unless specified, Floor joist per attached TJ-Xpert framing plan, ,_7" Shop 6�_9" X P X H � A 3' X 6' X 1 3/4 30 X 6' X 1 3/4 0 Half Glass Solid Core AEQ at: c��; EnvirnJIY'%' .; ..L.:1 e:. Environmental Health 0 C T 28 1998 Chico, CA. [IFFIce Addition Ground Floor 70 Loren Avenue Scale 1/4" = 1' Chico, California 23/ -7& -4 48'-4a- --I L -1 Second Foor Scate 1/4" = 1' Butte !tea broil Envirar�i;;;'''i'Ai .4eafth 2- - I/ Environmental Health, OCT 2 8 1998 70'Loren Avenue Chico, Calif ornia Ele'vation Scale 1/4" = 1' 1, Environmental Health 'OCT 2 8 1998 70 Loren Avenue .� `#=, Chico, Calif ornia 4 #4 Bars Cont 2 Top & 2 Botto 10° J Bolt 1'6' 113' Footing Detail No Scale O• J /II NEW FOOTINGS For Addition Scale 1/4" = 1' 70 Loren Avenue Chico, California E"frtit m6ntal Heavth OCT 2 8 C_9a� 9 1_ -Jj 92X Is - "r.yr Pei cog 0 IN % 1Z C > Z "I I -4 T. 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T ,--r.r^w' _: �...i-3iCr s .-,, ._.. _.. .. tQ:--•rte_ �..- .. —.. ,---•-.=---•-_. ,,...:_., tib;• .—•-_ _- c <_.._-.-.._... ..— _ +�4iZ -3" � :a � '�-- •z•.�..�'+SCZ - - _ _ �_ —. _ __ _ � - _ =. =c � __ _ . _r I -h kj It `Sr ti 51 IS INDEX OF DRAWINGS A 1 ARCHITECTURAL SITE PLAN, I FL OR PLAN, ELEVATIONS & DETAILS 1/1 FO NDATION PLAN (BY OTHERS) 46 LOREN AVE CHICO, CA LEGEND ! 040-400-079 BOUNDARY 1 CENTERLINE EXISTING DI I NOTE: EXISTING STREET ZONING: M-2IHHEAVY SNDUSTRIAL BUILDING SETBACK (TYP) IMPROVEMENTS TO REMAIN G.P.: INDUSTRIAL EXISTING (P) I n1 PROPOSED I I II �---30.00 I /1, EN I I I s0' � 3 230.00' N44'45'05"W II I I ---- ------ -- �I I I I I TRUCK RAMP (E) 30.00' 1 I II I I I � v /�/ \� 1 11 I I ❑ I EXIT 49.00' (P) \ 1 PROPOSED �! I i ADDITIO�i i ISTIN o SS y I I! I ENCLOSED COVE D/AREA o \ I I I F-�I PROPOSED F-1 MANU'PACT. I MANYIFACT. \ 7q0 SF 7°20 SF's I FF217.16 If pF=217.16\\ \ FLOOR PLA (N\ I \ I J 1 1 41 1 3 1 1 2 1 1 / 49.00' EXIT ;131 (� = PTIC TANK (E) a PBU PANEL ROOF TO MATCH EXISTING li o; �- - �- -� -�- - b --� (�) o N (ROOF PANEL TO LAP UNDER EXISTING) II�y I I II � oQ I I I 1 I OFFICE & RR OFFICE Z- Il mm I I I I g B EXISTING BUILDING O ww F-1 MANUFACTURING I cn Il 0 I ( I I 930± SF 1292± SF 5428± SF EXIT o Q o 'I Z I i I f FF=217.16 i FF=217.16 (E) �' o= z IFI 1 1 ° d-tnN- ,�, IDI I I 1 11 WELL (E) N° 14'-4' EAVE to IIwy 1 I !L 0 HEI HT to I Il 11 I 1 1 z w li I W I I I O 0� x N z yl 1 I I I ^cN II I I 111 v -o w I�I 20 z1 I I I W II I. 1 1 III EXI1` EXISTING BUILDING II I o I I I (E) \ F-1 MANUFACTURING z QII I 1 II \ 5982± SIF ( I N ! 1 L_______ \ FF=217.16 b z it I I I I o -w \ ooN M bj yI 1 1 I C14J \ N �, I x_j O \ �C - Il 1 N 0 o \ 97.67' n / 0 y� 0.00' o \ ❑ I Iy 11 y I I v I1 II j 1 j I I I II ! 1 n Ln U- ( EXISTING111- 4 u 50.00' 1 ! n y ,� ON-SITE DI a, I --BUILDING- I I I _� (TYP) _ u SETBACK °° u y II I I u� y °: u I EXISTING FENCE ON EAST ELEVATION II I I _ - _ - 1 BUILDING SETBACK riy I �-u`-1 LINE (TYP) APPROVED r -' u I L HL I - `-� _ - �- � I TRUCK / EMPLOYEE PARKING AREA (E) pll 00500" 210.00' N44'45'05"W 49' 25' 24' PROPOSED NEW I \\ 12'x12' ROLL -UP DOOR WALL ; \ EXIT (PROPOSED ADDITION CLOSED F-1 MANUFACTURING 750 SF i EXISTING 0pVE%,6 AREA FF=217.16 ; PROPOSED F-1 l �IUFACTURING 720/SF FF X17A6 EXISTING 1470 S� CONC./SLAB TO \ REMAIN Q T`� 12'x12' ROLL -UP DOOR (E) EXIT (E) NORTH ELEVATION PBU PANEL ROOF TO MATCH EXISTING (ROOF PANEL TO LAP UNDER EXISTING) UNIT SPACE AREA BREAKDOWN: EXISTING OFFICE & REST ROOM AREA: 2222± SF EXISTING MANUFACTURING AREA: 11410± SF EXISTING TOTAL AREA: 13632± SF PROPOSED (MANUFACTURING AREA: 1470± SF TOTAL AREA: 15102± SF 3H PARKING REQUIREMENTS OFFICE AREA: 1 SPACE PER 300 SF MANUFACTURING AREA: 1 SPACE PER 2000 SF PARKING REQUIRED: EXISTING OFFICE: 7.41 SPACES EXISTING MANUFACTURING: 5.71SPACES PROPOSED MANUFACTURING: 0.74 SPACES TOTAL REQUIRED: 14 SPACES TOTAL PROVIDED: 18+ SPACES SITE NOTES 1. AREA: 1.58 ACRES 2. ZONING: MI -2 HEAVY INDUSTRIAL 3. GENERAL PLAN DESIGNATION: INDUSTRIAL 4. EXISTING SEPTIC AND WELL TO REMAIN "AS -IS". 5. THERE ARE NO PROPOSED ADDITIONAL, WELLS OR SEPTIC SYSTEMS. 6. THE SITE IIS FULLY DEVELOPED WITH ON-SITE STORM WATER MITIGATION FACILITIES. THE ADDITION IS IN AN AREA OF EXISTING !CONCRETE / ROOF. THEREFORE, THERE IS NO NET INCREASE IN STORM WATER RUNOFF. GENERAL NOTES 1. ENGINEERING DESIGN LOADS ROOF LIVE LOAD: MINIMUMS PER CBC TABLE 238 WIND LOADING BASED ON: 80 MPH/EXPOSURE "C" SEISMIC ZONE: 3 PER U.B.C. 2. CONSTRUCTION SHALL CONFORM TO THESE PLANS AND ALL APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING THE 2001 EDITIONS OF THE CALIFORNIA STATE BUILDING CODE, CALIFORNIA STATE PLUMBING CODE, CALIFORNIA STATE MECHANICAL CODE AND THE 2004 CALIFORNIA STATE ELECTRICAL CODE AND THE 2005 CES ENERGY EFFICIENCY STANDARDS. 3. PRE ENGINEERED STEEL BUILDING SYSTEM SHALL BE DESIGNED BY OTHERS TO MEET M.B.M.A. AND U.B.C. REQUIREMENTS. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS AS REQUIRED BY THE ENGINEER AND LOCAL BUILDING DEPARTMENT. 4. EACH SUBCONTRACTOR SHALL EXAMINE THE PLANS CAREFULLY WITH RESPECT TO ADJOINING WORK. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE BEGINNING OF WORK. 5. THERE IS NO NET PEAK INCREASE IN STORMWATER RUNOFF AS A RESULT OF THIS PROJECT. 6. SEE PLANS BY BUTLER FOR FURTHER WALL DETAILS. ' STEEL BUILDING CERTIFICATION THE PLANS FOR THE PRE-ENGINEERED STEEL BUILDING BY BUTLER. MANUFACTURING COMPANY FOR JOB 135268 HAVE BEEN EXAMINED AND FOUND TO IBE COMPATIBLE WITH THE OVERALL DESIGN OFTHIS PROJECT FOR WHICH ROBERT J. FEENEY SHALL SERVE AS ENGINEER OF RECORD (SHEETS A1'). EXISTING SIDE WALL EXISTING SIDING NEW SIDING END WALL GIRT (FIELD NOTCH FOR > CONNECTION TO > GIRT) > 1 USE (4) 1/2" X 1 r 1/4" HEX. BOLT (09085) AND 1/2" > � HEX. NUT (0950132) > WALL CONNECTION 3H DETAIL A VICINITY MAP DOOR REQUIREMENTS 1. ALL EXIST DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. DOOR HARDWARE SHALL CONFORM WITH CBC SECTION 10033..1.8. 2. ALL DOOR HARDWARE SHALL BE SINGLE -EFFORT, LEVER TYPE HARDWARE CONFORMING WITH CBC 1133B.2.5. 3. THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CATCHING OR CREATING A HAZARD CONDITION. 4. ALL HAND OPERATED DOOR OPENING HARDWARE SHALL CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. 5. EXIT SIGNS SHALL BE INSTALLED AS REQUIRED BY CBC SECTION 1003.2.8.2 6. AT ALL GRADE LEVEL EXIT DOORS SHALL BE IDENTIFIED ON THE INSIDE WITH TACTILE EXIT SIGN WITH THE WORD 'EXIT' IN RAISED CHARACTERS AND ACCOMPANYING BRAILLE TEXT CONFORMING WITH CBC 1117B.5.2, 1117135.3 & 1117135.4. ADA COMPLIANCE NOTE: OFFICE AND WAREHOUSE WAS REMODELED IN 1999 UNDER BUTTE COUNTY BUILDING PERMIT # 99-2036. THE FACILITY WAS BROUGHT INTO COMPLIANCE AT THAT TIME WITH THE EXCEPTION OF THE FOLLOWING: OEXISTING RECEPTION COUNTER IN OFFICE TO BE LOWERED TO 34" TO MEET ADA REQUIREMENTS. @"VAN ACCESSIBLE" SIGN MOUNTED IMMEDIATELY BELOW THE ACCESSIBLE PARKING SPACE IDENTIFICATION SIGN. TOTAL COST: -$400.00 BUILDING DATA - 2001 CBC OCCUPANCY GROUP: F-1 ' (MANUFACTURING); B (MANUFACTURING OFFICE) TYPE OF CONSTRUCTION: VN LOCATION ON PROPERTY: SEE MAP FLOOR AREA: EXISTING: 13632 SF PROPOSED: 1470 SF ALLOWABLE AREA: 8000 SF ALLOWABLE INCREASE AREA:16000 SF HEIGHT: . EXISTING: < 40' PROPOSED HEIGHT. 17' ALLOWABLE HEIGHT: 40' NUMBER OF STORIES: EXISTING: SINGLE/ TWO STORY PROPOSED: SINGLE STORY ALLOWED: TWO STORIES OCCUPANT LOAD (TABLE 10-A): MANUFACTURING - 1 OCCUPANT PER 200 SF OFFICE: 1 OCCUPANT PER 100 SF EXISTING: 79 OCCUPANTS PROPOSED: 7.35 OCCUPANTS TOTAL: 87 OCCUPANTS Emrlmnmental Health ACTUAL OCCUPANCY: < 30 OCCUPANTS FF R n 8 2006 EXITS: Chico, CA TWO EXITS REQUIRED FOR > 30 PEOPLE (PER TABLE 10-A)