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Home My WebLink About028-180-042t 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. BP050108 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. 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: 04/29/2005 APN: 028-180-042-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 1944 ROBINSON MILL RD BAN Date: Contractor: Map Index: Description: CHEESE FACTORY OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 re OFF 960 STG 1984 PLANT 4434 MAI NTENA ( ) ( ) ( ) Business and Professions Code: Any city or county which requires a NCE(666) permit to construct, alter, improve, demolish, or repair any structure, prior 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 Owner: HEICK HANNS MICHAEL the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 1944 ROBINSON MILL RD she is exempt therefrom and the basis for the alleged exemption. Any BANGOR, CA violation of Section 7031.5 by any applicant for, a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 95914 ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions 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: HEICK HANNS MICHAEL provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 1944 ROBINSON MILL RD year of completion, the owner -builder will have the burden of BANGOR, CA proving that he or she did not build or improve for the purpose of 95914 sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does 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: ❑ 1 am Exempt under Article 3 o I. a Business and r essio Code Date: / QS/ owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for License #: 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 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Engineer: HOMER, GERALD insurance carrier and policy number are: Carrier: Policy #: Total Square Ft: 8044 S. F. I certify that in the performance of the work for which this permit is Valuation: $263,496.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: 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 roviscionss.. Date: r9J 74 lmov 1_V 7 �3 Applicant: ee 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. 1. J CONSTRUCTION LENDING AGENCY This permit is hereby issued un�e a applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the R solution to do work indica d a ve for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) // Name: B : Date: Z �f PERMIT EXPIRES ON: 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. Cl' 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 laws to building I it is to the form document Butte C1ty. I h by all county and state relating construction. acknowledge unlawful alter substance of any official or of J / authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. �A Print Name: Signature: Date: .❑ Owner Cl Contractor 13 Agent for Owner 0 Agent for Contractor F www.mozzarelladibufala.net Qws S`e . Hann -Michael Heick �� BUBALUS BUBALIS, INC. Gj t� Because you deserve the best!' L6J 18207 S. Broadway, Gardena, CA 90248 310/515=0500" Y 'FAX: 310/515-5125 www. mozzarelladibufala. net y �` �Hanris Michael Heick f� m N BUBALUS BUBALIS, INC. 3 "Because you deserve the best!" LA 18207 S. Broadway, Gardena, CA 90248 .310/515-0500 FAX: 310/515-5125 53,0 DENI.S REICHENBACH ,, . STATE CONTRACTOR LICENSE #421191. Technical Sales - E M Phone (916)388-5500 C FAX (916) 388-5501 8366 Rovana Circle 23-1526Mobile (916) 955-4819 Pager (916) 523-1526M I Sacramento, California 95828 � � M C tVi 1) da,-, --0 dj -7 S-9 BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS C-�^� / J 24 HOUR INSPECTION{{: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 2 3� BPO, vd OFFICE #!: (530) 538-7541 1 dw BXNF A FEE WILL BE REQUIRED AT TIME OF APPLICATION '0- /',�r� Website: www.buttecounty.net/dds 5"7 "PLEASE PRINT CLEARLY" OWNER Last Name,y� �/// First Name Address 70 �12 LI 2� City(912— State City Phon53D27720S?S? Fax_530�6g2-':4'g6T-3 E-mail h,�� ✓s h'C ��v� % G % G' ARCHITECT/ENGINEER CONTRACTOR Name City stats" Address Phone�5— Fa"9/6 City No State Zip Phone Book Fax E-mail Planner Lic. # Class ARCHITECT/ENGINEER Name 4 Address 2 �� City stats" Ip 28 Phone�5— Fa"9/6 E miI - State License Number APPLICANT NAME For office use only: Zoning I &CFlood Zone Cross Street / ei L/W SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL KtUUIKtlVltN i a LOCATION Property Address C' Cross Street / ei L/W WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Descruntion or Scope of Work: et C � �. ��C�� Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by: Amount: 67.1 -3 Bldg SRA Receipt #a ,/ Sheriff SMIP /� ``7 Other Date:- / ! (,% � T REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required).• ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 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: / e%uZ{ /Z+yyN�, ASSESSOR PARCEL NUMBER Proposed Building Use: I��J�AL!/S 07� �� Counter Technician: C��- �? Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ___Q 104 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. .---0 4 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. _-_010 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 faxes! �❑ 5. Letter from Engineer or Architect for truss design review. ,�, E:l 6. Energy compliance design and supporting documentation in duplicate. Co01,,ti65 yl��► �ti /�U� �� rf ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B)' Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ' ❑ 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. Site plan and business license approval from the City of Biggs 0 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner 14. Hazardous Material Form 15. Sanitation and site'plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 16. Other Remaining items needed to.issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers........................................................................:................... ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ 20. Erosion Control Plan Required ................................................ ............J....... 21 Fees as shown on the attached Schedule of Fees Due Sheet.fi�%�-.tp`f... 22. City of Chico Plumbing permit........................................................................ 23. California Department of Forestry plan approval ❑ paid. Sent by: �Xf 24. Planning approval (A) Use: {B)Parking: (C) Parcel Check:_ 0. 25. Contact Land Development about _ Improvements, _ Drainage. l?v' ? ..4 °. si az/aA/t�r�, ��Aj 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy. Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 0 32. Letter of Signature authorization......................................:............................. 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction ..... :................................................... ................................ O 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone A�"ffi4 4!!�_and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: _./ ,G Date:/moi/ r]OS 1. Index perm)t-application for the abDw i ems numbere . - �� Plan Check/Letter 2. Additional items required Contractor, designer, owner, was advised of the above d a by phone, ❑ ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, Date: Plans reviewed by: Date: Plans approved by:he! b Date: Structural reviewed by: Date: tructural approved by: '' Date: t Note transfer by: Date: ipos Yellow: Building Division ��tF1Da�3 I COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 ��ss SCHEDULE OF RECEIPT OF FEESr_ OWNER C� /�� lj UI3�Q�l�/s ` C A.P. # PROPROSED BUILDING USE DATE_f��_ BUILDING PERMIT FEES --- Balance Due ..................... --- Additional Fees Due........... --- Revised Plan Checking Fee. .7 �+ $_5-5-07.: 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Commercial (sq. ftg.)... 4. URBAN AREA FEES Residential (per unit).... Commercial (Sq.Ttg.)... Units _-. "9'5bq__ $0.03 Sq g%rptMPI, X # Units Amt. X Sq. Ftg. Amt. RECEIPT # DAT5 REC. t 5 . r7:3 _ (paid at Building Division) 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) y f bV' SRA FIRE INSPECTION AND PLAN CHECK FEE .00 (paid at Building Division) 1-26-L/�� I2�J/ CA 8. 8. WATER TENDER FEES BATTALION # o $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. XCoercia' (sq. ftg.) ......... X = $ Sq. Ftg. Amt. �jJ, 10. OTHER �� ✓U At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking pro e . 1;>" APPLICAN(]�;� DATE / �S Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) utte County Department of Development Services JNNE CHRISTOPHER, DIRECTOR WILLDAN Scott Rutherford (530) 538-7160 srutherford(c)buttecounty.net Plans Transmittal For Review Per Contract 1/18/2005 Applicant: 11-leick, Hanns Michael Permit No: 05-0108 Project Type: Office/St /Plant APN: I 028-180-042 100% 70% Plan Check Fees $ 3,671.83 $ 2,570.28 $ 3,671.83 $ 2,570.28 WILLDAN Fee $ 2,570.28 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 7 County Center Drive O Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile O TO: ' O FROM: LO N 1 SUBJECT: O DATE: WILLDAN Scott Rutherford (530) 538-7160 srutherford(c)buttecounty.net Plans Transmittal For Review Per Contract 1/18/2005 Applicant: 11-leick, Hanns Michael Permit No: 05-0108 Project Type: Office/St /Plant APN: I 028-180-042 100% 70% Plan Check Fees $ 3,671.83 $ 2,570.28 $ 3,671.83 $ 2,570.28 WILLDAN Fee $ 2,570.28 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other OSP PgTMENT � o �vT rF �= 0 \o � °OuNI` o& Department of Public Works ° C o u n t y o f B u t t e J. Michael Crump, Director LAND DEVELOPMENT DIVISION a / Storm Water Management Program 7 County Center Drive Aille. CA 95965 UC WORDS Oro(530) 38-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System Construction Storm Water Permit and Storm Water Plan (SWPPP) Acknowledgement Project Description: �k6'e,"� Project Location and/or Parcel Number: (NPDES) Phase 11 Pollution Prevention [LESS THAN 1 ACRE1 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will. require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: ( G -� Title: Date:S— Less than 1 Acre NPDES & SWPPP Compliance Certification . Butte County Storm Water Management Program Revised 5/24/04 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMISSIONS QUESTIONNAIRE (A BUILDING PERMIT CANNOT BE APPROVED WITHOUT THIS COMPLETED FORM) PROJECT ADDRESS A. # `/4�LDG. PERMIT FIRM NAME ADDRESS 5 /lc✓✓1 — CITY, STATE, ZIP ��6eO G4 V" /y NATURE OF BUSINESS t5L` ' - 7� e—__ CONTACT PERSON 10%VIV5 L"%� PHONE NUMBER S-30 "-27%'— 066 1. Does your business or that of your tenants handle, store, or transport hazardous materials? NO YES( ) NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the environment if released into 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 or pressure), of formulation containing hazardous material? NON YES ( ) If you answer YES to 1 or 2, contact the Butte County Environmental Health Department at (530) 891-2727 for a review of the project. 3. Is the business/facility/operation to be located within 1,000 feet of the outer boundary of a school or a school site? NO K YES ( ) IF YES, Name of school: 4. Does the business/facility/operation have the potential to emit any air pollutants: e.g. dust, soot, odors, fumes, vapors, or other volatile compounds? NO P1 YES ( ) IF YES, contact the Butte County Air Quality Management District at (530) 891-2882 for permit requirements. Owner or Authorized Company Representatives G �/Ll�� 4 iDate l 2Cfv BCEHD BCAQMD The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and. Safety Code and the requirements for a permit from the Butte County Air Quality Management District. The above regulations DO NOT apply to this facility. BCEHD Signature Date BCAQMD Signature Date 03/02 White -Bldg. Div. Yellow-BCEHD Pink-BCAQMD Goldenrod -Fire Dept. 13 A WILLDAN� 2399 Gateway Oaks Drive, Suite 210 . Serving Public Agencies F* Sacramento, California 95833 916/924-7000 fax 916/924-3644 www.willdan.com April 26, 2005 • Scott Rutherford Butte County Building Department 7 County Center Drive i� ; r 4 _ { • .*� i r ' Y 2, } ^' ;'` 1 Oroville, CA 95965 { (530) 538-7169 (530) 538-2140 FAX .;�, BUTTE COUNTY PLAN REVIEW REPORT Status: ' Approved - Foundation Only Willdan Project No: 14353-1336 s Jurisdiction Job No: '05-0108 J. Assessor's Parcel No: 028-180-042 + ' Description: Heick Office/Stage/Plant — Foundation Only _-1 - Dear Mr. Rutherford: , Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval of the foundation only. The plans and documents provided for this review that have been found in compliance with the applicable codes are: 4k Plans: Two (2) copies sheets Cl through S3 dated 11/15/04, by Gerard Homes and Associates # Structural Calculations: Two (2) copies each for the Cover Next to the Packaging, Processing Parlor dated 11/08/04, the Milk_ Receiving Cover dated 11/08/04, the Equipment Cover North of the Milk Parlor dated 11/04/04, the 40x8Oxl2 Metal Building dated 01/10/05, and the Existing Buildings Remodel dated 11/11/04, all by Gerard Homer P.E. The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. 7 On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. i f . 1 1 ! . .1 N4� W I LLDAN Serving Public Agencies APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC". • Part 3, known as the California Electrical Code and abbreviated herein as "CEC". • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC". • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC". • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS". CODE ANALYSIS Specific Use Type of Occupancy Type of Construction Stories 1" Floor Sq Ft Total Sq Ft Office Areas 1-8 B V —N 1 960 960 Factory/Manufacturing Areas 10, 14, 17, 18, 19, 20 F-2 V — N 1 4,434 4,434 Storage (Areas 9, 11, 13, and 2 level Mezzanine S-2 V —N I 1,984 1,984 Maintenance Shop Area 12) S-3 V -N 1 666 666 TOTAL 8,044 SF SPECIAL INSPECTION NEEDS Special Inspection pursuant to CBC 1701 is required for the following items: 1. Shop and/or field structural welding. CBC 1701.5.5.1 2. Welding of reinforcing steel. CBC 1701.5.5.3 *Shop welding as noted above in item 1 is not required if performed in an approved fabricator's shop in accordance with CBC 1701.7 DEFERRED SUBMITTALS The revised plans now reveal the following deferred submittals: • Mechanical Systems • Electrical Systems Sincerely George Barnes Ricardo Guzman, \S.E.. Senior Plans Examiner Structural Engineer CC: Alice Mefford, amefford@buttecounty.net Gerard Homer And Associates, 2374 W. Whitendale Visalia, CA 93277, Fax (509) 734-5232 Harms Heick, Email: hannsheick@jps.net Page 2 of 2 Butte County 14353-1336 Page 1 77' ir s e r Date:�. Description:�- • • Page 1 Page 2 r' Title: Title: Date: Date: Description: Description: efR.y Wi { ZI �c r � �' n 1 ..V"'• Title: Title: Date: Date: Description: Description: Page 2 Title: Date: Description: Title: Date: Description: Page 3 FT T --r _ fes_. , u �'>V • . R.]N7 �. . �`_'='lif �fl� Title: Date: Description: 6 r-Fi(f-c � !o z 5* 46 lei 452 tv. op os� 0 $44: 3l4 -AC E.H. USE Lr Plot Pian AttscMd Floor Plan Amuchad TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance AD i 1 �� 0 6-1�OrI�R l �' i o2.�— 12--0 SQ Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance forOther &t,,Qf— ItA Q�2 1ho( �1�% 19 A Hold final for: Final clearanc O.K. for: rl NOTE: / 4 �� J%l wac < 1 %-i f A %. i Na . if n A -f .o- I AJ /.-,4 Al n - n .. „4 n 1 A. _ r -7N A / g- Environme l Hea th Specialist riate 8/96 a O 1-0921 . ' 028-180-042 ARNOLD, JAMES' 1 : •' 1 q-6897 LA PORTE RD. BANGOR CONTR: OWNER `- COMPLETE BP#93-0282 1 � e � , r ' G COUNTY OF BUTTE - DEPARTMENT O DEVELO155 SERVICES - BUIkDFNG DIVISION 7 County Center Drive • Oroville, California• Telephone (530) 538-7541,�� /� trR N (Rev. 12/96) APPLICATION AND PERMIT AS 1i19—P 1 ZONINOA5 BUILDING PERMIT OWNER AMIID s, JAMES — TELEPHONE 868-5275 SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS L PO BOX 7 BIGGS CA 95917' CONNT�TR��A�CC77T�OO++R�''S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER \ ,- LENDER'S MAILING ADDRESS _ -> Fireplace fiA'1 Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 4 Plan Checking Fee $ B1BMEYA MM RD. BANGOR CA 95914 Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE / tiSF ❑ lexh, Mobilehome ❑ Other Y- SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each 8S water heater Of vent 15.00 TYPE OF WORK 1 New 0 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ - Describe Work: MMIT TO COMPLETE BE 93-0282 r - - Gas piping stem 1,,'S outlets 15.00 rj • Building sewer 15.00 Mobile Home S G W @20.00 `PERMIT FEE $ 35.00 - ELECTRICAL PERMIT Fling Fee ,20.00 Main Service 00A oa LEss 23.00 'A ` LICENSED -CONTRACTOR'S DECLARATION },� 1 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. i ?�,,,! ( License Class Lic. No. ti OWNER -BUILDER DECLARATION '+��'r -� I hereby atfrm under penalty of perjury that I am exempt from the Contractors License ''v✓ oath' following reason: std' 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 200A TO 1000A 46.00 NEW CONST. 1 ( DWELLINGoCCUP. OR ADONS• d ACC. BLDS. SO 3.5¢FT; LN.pN.R61O,' MULTI.OL7TLEi @7.50 POWER APPARATUS 8 SINGLE OLRLET C.. Ex. OCCU E OR 20 ® 1,00 BAL .w M,RES APPLNS FIXED APPLNS. OR Ex. Occup. ounErs RESID. EA . �,• 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 0 __. PERMIT FEE $ . 43.00 P WORKERS' COMPENSATION DECLARATION 1 hereby of im under penalty of perjury one of the following declarations: -- ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will mainta' orkers' compensation Insurance, as required by Section 3700 of the Labor de, the performance of k for which this permit is issued. My workers' com ensatio i rance career a olicy number are: Carrier _ Policy Number,.-' _ (The above sections need not be compl ever it is for work of a valuation of one hundred dollars ($100) or less.) A3 I certify that in the pert mance of the work for whi this permit is issued, I shall not employ any perso in -.arty nner so as to 'come subject to workers' compensation laws of aIifornIZ nd ree that if I sh ufd become subject to the workers' compensation ovisionssection 700 the Labor Code, I shall forthwith comply with tb se rovisions. _ ` t f X I Date '7 t�` ��_ of Applicant Own e Cc tractor ❑ Agent ^ An OSHA permit is required for e9vations o� r 5'0"deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating HVAC 30.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ 50.00 Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 128.00 HAZ. p, FEES IMP FLOOD CDF PARCEL PD HD ISSU 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 hive been paid, B Date "�C"Q / I PERMIT EXPIRES ON U' r� 4• ate Receipt No. :;zi 41 1-4 k . 0V WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OF BUTTE - DEPARTMENT OR DEV LOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Orovllle, California 95965 - Telephone (530) 538-754R N (Rev. 12/96) APPLICATIO'"N AND PERMIT (/ ASSESSOR PARCELNUMBER 028-180-042 ZONING A5 BUILDING PERMIT OWNER ARNOLD JAMES TELEPHONE 868-5275 SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS PO BOX-7 BIGGS, CA 95917 COMPACTORS NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 10897 LA FORTE RD. BANGOR CA 95914 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 Each as water heater or vent 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other [3 Describe Work: ]?EEMTT TO COMPLETE BP # 93-0282 Gas piping system 1 - 5 outlets 15.00 5.00 Building sewer 15.00 Mobile Home I S G W (9]20.00 PERMIT FEE S 35.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2�oon oa '.ss 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 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Vor the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I 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 Off 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 H I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with 1115se provisions. 46.� qC/' f Date l _ S' lure of Applicant - caner [3 Contractor 13 Agent OSHA permit is require for excavations over 60" deep and demolition or constructio of structures over 3 stories in height. Main Service sooA TO I000A 46.00 NEW CONST. DW EWNG OCCUP. 3.SQSo OR ( CONST, MULr1 our �.�pp}R.,pBRANC. 97.50 aPS N"o o=CIR. Ex. Occup.OUTLET OR FIXTURES 2' p ':50 Ex. Occup.. p�j TS q� .) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE $ 43.00 MECHANICAL PERMIT Fling Fee 20.00 Heating HVAC 30.00 Cooling Hood 6.50 Ventilation PERMIT FEt $ 50.00 Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 128.00 HA2. p, FEES IMP FLOOD cOF PARCEL PD HD JSSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions o do work indicated ove fo which fees have been psi Date ee�� PERMIT EXPIRES ON �o\ Date Receipt No. 02 - WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT / UVUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 Count Center Drive �� Y Oroville, 9lifornia 95965 • Telephone (530) 538-754 (Rev. 12/96) APPLICA&NAND PERMIT MIT NO ASSESSOR PARCEL NUMEER �NNe BUILDING .— ,j PERMIT owNER �� TELn.aNe SO. FT. OCC. GII, �s �g �75 BUILDING VALUATION CONTRACTOR'S NA►E CONTRACTOR'S MAIUNG ADORESS CONSTRUCTION LEADER LENDER'S MVUNO ADORESS ARCHITECT OR ENGINEER ARCHITECT OR ENONEER'S MA41NO AOORDS EULONG ADORESS AOT NO. I SUSMISION'S NAAE USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other / TYPE OF WORK New f/Addition ❑ Yernodel ❑ Utilities ❑ InsEnAntion O Describe Work: *PERMIT FEE PAID SRA - SHERIFF OTHER AMOUNT RECEIVED it'50,X �M *RECEIPT NVMSBt * TO k PUT INTO COMPUTER Total Valuation Fling Fee --- Permit Fee Plan Checking F Enerav Plan Checking Fee PERMIT ING PERMIT E Each Trap Solar or heat pi Water piping Each gas water _CTs piping sysL Building sewer Mobile Home heater iter or vent 1 - 5 outlets S 20.00 S 16 S S S -11"19 ree 20.00 7.00 23.00 15.00 15.00 15.00 15.00 iW20.00 — NOPFREMID. PERMIT FEE S --� ELECTRICAL PERMIT Flln Fee 20.00 Main Service I O R A SNOLE OUnrr CIR. 200AA OR LESS 23.00 O 1•� Main Service 200A To IOWA 48.00 SAL 60 NEW CONST, OR ADONS, OWEILMG OCCUP, A ACC. CLOS. 3.50FT PjERMIT FEE S MECHANI AL PMIT Fling Fee'l 20.00 FEnergy 6.50 tion PERMIT FES $ a' Home Installation Fee S Inspection Fee S ICONST. TYPE TOTAL FEE$ D. FEES I IMP I FtppOI COF PARCEL PO HD 'ISS IE 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 NOPFREMID. MULTFOUTLET (P7.50 POWER APPAAATW A SNOLE OUnrr CIR. Ex. OCCu OUTLET OR FOCTUREs O 1•� I EX. OCCU FO(EO MNS.OR SAL 60 I 011TiEIS DID. EA 5.00 1 Tem orar Service 23.00 Mobile Home Facilities 20.00 Mise. Wirin 23.00 PjERMIT FEE S MECHANI AL PMIT Fling Fee'l 20.00 FEnergy 6.50 tion PERMIT FES $ a' Home Installation Fee S Inspection Fee S ICONST. TYPE TOTAL FEE$ D. FEES I IMP I FtppOI COF PARCEL PO HD 'ISS IE 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 .z 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 HAVE, HAVE NOT[ ] signed an application for a building permit for the proposed work. 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: f ADDRESS: CITY: 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 OFWORK SIGNED: PROPERTY DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health'and Safety Code. This verification must be completed and returned to our'ofiice'before we are permitted to issue the permit. 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 follo ormation for your efit and protection: 0 If you employ or o e engage any persons othe than your immediate family, and the work (including materials and other o is 0 or more for th entire project, and such persons are not licensed as contractors or subcon then you may be an ployer. 0 If you are an employer, yo regi a State and Federal Governments as an employer and you are subject to several obligations inclu g 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 "ownerbudder„ 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. i ly, /' Mic ael C. Vi ira, C.B.O. ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. �, ,$� � � �, • � � .. _. ,. �. A � . .. T .. � r i � .. ° � COUNTY OF BUTTE- DEPARTMENT OF DE" ,ENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Cal 0965 -Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT q7-2235 ASSESSOR PARCEL NUMBER 7 9 ZLPNING ' BUIfDINGPERMIT OWNER JAMEq A001 1 TELEPHONE SO. FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS B01' 418 rA=LR CA 1Q5Q]4 CONTRA TOR'S NAME t i Etc TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Felin Fee $ 20.00 Permit Fee $ --65-.-00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDIN AQDR S vag LAPORTIF ROAD LAtvGOR Energy Plan Checking Fee $ $ PERMIT FEE $ nnn LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑x Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other C1 Describe Work: TO WTIYTF 93-282 & 9'81564 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoos oa mss 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.PSING 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 200A TO I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. S. SO 3.5¢FT, NON-pESID. MULTI -OUTLET R.UITS,50 @7 E OUTLEIR. OWERLAPPARATUST a C OUTLET OR FIXTURES Ex. Occup.BPL � � L'� p .so Ex. Occup. OUTLEEOTs RES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE t 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: -arrier 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' compensate n) provisions of section 3700 of the Labor Code, I shall forthwith comply those provisions. / �+ X 0 � ___ Date X� (o `! Signature oP ApC &fit - ® Owner ❑ Contractor ❑ Agent a/OSHA permit is required for excavations over 5'0" deep and demolition or construction rtif structures over 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 $ 81 .00 FEES IMP I FLOOD I CDF PARCEL PO I HD I ISSUE 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. �j V �(7 /Dyate/ p "/�4 Date Receipt No. 224L�76 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT RESIDENTIAL" .! " '028-18-0-042 ARNOLD, JAMES 10897,'LAPORTE RD, BANGOR 3 .1 � r A NEW SF '; •" � �T/�3 -to N �.• f�. l l of leer, �� tc�il�S�sF.'o � .P CC.e� yM If-: 3 /L poLg •uoT #'ao 'ellso ' /ie7TT /S8 4L5Z) 47, ?• OFFICE COPY Address r GAS D r Meter By 'JOB FINALED (Dat ELECTRIC �• DatdjL. Meter By Signature _ w J=OK O = Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch Card B-1 Date Card B-1 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) Card B-1 Date Card B-1 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete , 6. Gas; Location -Test -Wrap: / P 1t. - -1 / /"Nat. or/ /" L"ft./ P'LPG . POOLS (Plans) OK except #'s 7. Well Clearance & Disconnect , J 8. Utility Clearance 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 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 r 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel " 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns= Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh t 1 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings r Date MOBILE HOME INSTALLATION (Plans) OK except #'s - i 1. Zoning Requirements -Setbacks Easements Date Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line �_ , Date Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector "` Date POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged � 4. Elec.; Receptacles and Lighting, Distances-GFI 9. Exits; Insp.-Sketch _ 5. Elec.; Pool Lighting; 15 volts-GFI 10. Cert. of Occupancy 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Date Card B-1 Date Card B-1 Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Date Card B-1 Date Card B-1 9. Health Department Approval 1 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .r 1 Rr" .J=OK�� r O=r4otOK = Not'Rei;dy� r cable Not Reti;�RESIDENTIAL' (Single & Duplex) = Date U ERFLOOR (Plans) OK except k' Date FRAMING, (Continued) 1. ing-Setbacks-Easements;Nod-Slope 45. s -Post Caps -Anchors -Connectors Ftg.,'Main; Soils-Elec. Grnd - Ftg. Depth Cln !Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. ., Garage; Soils -Steel -E c. G nd.-/ P' Ftg. Depth replace Ties or T p p Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth A is Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main;'Steel-Bloc kouts-Wrapped 4 __ rm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped ---- -- — arage Fire Protection Framing 6a. Hold Downs and Special Anchorsro ert p y Line Firewall &Openings 7. Slab; Steel-Wrapped----------------------- Doors-One 3' -Check Garage -3rd Story, 2 Exits b. Pi s -Fireplace Ftg.-Steel \ airs: Width -Head room -Rise- Run- Landina-Fire Protection :.S D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. V, Gas Pipe; Size -Anchors - yard gas piping: size -test "1 . Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation DateSI- a9 B�N,�� Date Card B-1 Date ttrrd B-1 Date Card B-1 Date r' P MBING (Permit)•OK,except ti's ° 16. r.: Vent -Access -Combustion Air -Baffle 17. Wate est'&'Anchor-Nail Protection W.V.: Test -Fittings _& Anchor -Nail Protection wer Pan: Test, First Floor -Tub Access __ --- --- -- --- 20. Tes &Shower, Second Floor -Tub Access -------------- ----------------------------------------- - Gas Pipe size & Anchors Date - -Card B_1 --- Date - Card B-1 ----------------------- Date Card B-1 Date Card B-1 :r Date EL CTI!rICAL (Permit) OK except k's lure &Transformer Clearance -Ins. Protection - ---- ----------------------------- ction------------------ f c. Receptacles Spacing -Lights & Switches at Doors _- 2 ze oxes & No. of Conductors -Stapled - ---------------------------- ------------------------------ r } max Installed Close to Edge of Studs & C.J. I{� - -_ �f6. Ground made up w!Mech. Fastners-Bond Gas &Water 4 2 Appliance Circuts in Kitchen & Conductor Size!GFI j - - --------------------------------------------------- ubfeed Wire Size i i ga. Cu or AI-A.C. Wire Size/ / ga. or, At ----------- ------ --- - ------ ----------------- ---------- - 29. Range Circ.. a u or AI -Oven Circ. / ! ga. Cu or Al. f sulated Ne ra ❑ Yes ❑ No -- :---- -- - ---------------- - - - -- - --- - - 30 ervice-Riser Conductors & Ground -Main Disconnect -- ------ p- - -------------------------------------- Clearances Panels -Motors -Mach. Equip --------------------------------------------------------------------- es Closet Light -Shower Light -Spa Light ------------ ------------------------- ------------------------------------------ - 33. moke Detector --- --� --- -- ---------------------------------------------------------------- Date Card -- --- ------------------------ -- - =----- --------- ------B_� - ------ Date -- --- -- --1 Date Card B-1 Card B 1 --- - Date Card Dat Date MECHANICAL (Permit) OK except N's 34. A.C. Ducts Insulation & Support ----------=---------- ------------------------------------------------------- an: Exhaust above insulation --------- -.--- -------------------------- -------------------------------- densate Drain & Overflow: Size & Grade --- rnance-Vent: Access -Comb Air -Return Air Vent -115 -outlet - - Attic Access & Platform if Furnance in Attic -- ----------------- Date - ---------- --- ------------ ------------------------------------ -- ----------- ---- ---- - rr11 d Date ---------- Date Date FR --- --� 43 ---------------------- --------------------------------------------- Card B-1 Date Card B-1 Card B-1 Date Card B-1 AM G'(Plans) OK except a's s. Proper Material & Anchors - ---------------------------------------------------------- - all- Studs -Nailing. Spacing & Bracing -Plates -Sound ring Walls over Girders & Floor Nailing - ------------------------------------------------------------- aft Stop in Walls (rat proof) ------- --- --- -------------- -------------------------- ---Stops: Furred Ceilings -Stairs -Chases -Tub ------------------------------------------------------ Headers & Beam -Size & Bearing Its plywood on Roof Overhang -Attic Vents -Rafter Outriggers _ Siding -Nailing Veneer ---------- 56. StuSccjiMesh=Drip Screed -Fd. Vents- Underflr`c,Access 5;,,O—lazing Area -Glass Protection -Skylights- Plastic 4143 hear Walls: Nailing -Bolts 9. Insulation -Walls -Ceilings ' -------1 1iD7lnfilt tion -Walls- ndows i Date -61/ and Card _ ard R-1 Date Card B-1 Date Card B-1 Date FIN -(.Plans) OK except rf's 61. Ext. Steps -Door & Sidelight Protection -Landings 6 Woke Detector urnace: Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection - ---- -- 4. Bedroom Exiting - 6 F.I & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel: Breaker S'[es & Labels 0 '' ----- ----- -- - - -- ------- Stairs & Rails Fireplace or Stove: Clearances -Hearth lec. Outlets at Wood Panel: Int. & Ext. , & Appliance: Grnd -Air Gap -Cooking Clearance ec..Outlets.&-Receptacles at Kit. Counter - ------ Garage Fire Door: Swint) -Landing -Closer F Duct in Garage -Damper T . Wt Htr Vents-ClearancComb. Air-Connector-P.R.V. , n Garage: Above Floor -Meeh. Protection b.. Elec. & M'ech:-Equip. Listed for Location - j6�a_Receptacles in Garage;-(G.F.I.)-Romex Protection I�nsuiation-Foam-Looked in Attic ❑ Yes vTB. Guard Rails & Deck Construction -Post Caps - -- ------------------------------- - - dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clea once Looked under Floor ❑ Yes Following instld. Drive Yes No: Walks NWalks es ❑ No; ------- --- - PIPI ' ❑ Yes o_--- cco: Brown -Finish Disconnect. Electrical, Plumbing. ents Above Roof: PIbg-Appliance-Fireplace.-Clearance to ings ---------- ---- ----------------------------------- Water Well; Disconnect. Electrical, Plumbing 85 r Elec. Trim; G.F.I. Receptacle -Underground - ....... - ----- I i ation Throughout House - -- ------------- - — - - ss Protection _...._ .. --- - ----------------99 - ---- - - --- 88. Corrections from Previous Inspections --- -- ---- ---------------------------------------------- d . as Test -Meters Tagged: Gas -Electric -- ter & Sewer Connected -C/O to Grade -HD Approval __p __________—____—_—_---_—___— er y Compliance Certificate -Other Certificates Date rd -B 1 Date Card B-1 Date ;i�-� and B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION " DEPARTMENT OF DEVELOPMENT SERVICES ` 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 8.72-6307 CORRECTION NOTICE L' 41-tia OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work' y is completed. If you have any questions pertaining to this matter, or need additional explanation, please contap6his office immediately. '0/- G / G t' rIf p,-, AC rel P.3 3 14?5 /-- AN COUNTY OF BUTTE ',BUILDING DIVISION " DEPARTMENT OF DEVELOPMENT SERVICES 1469 HumboldtRoad, Chico, CA-A(916) 89,1-2751_ 7 County Center!Drive, Oroville, CA = (916) 538-7541 747 Elliott Road, Paradise, CA-(916) 872-6307 f CORRECTION NOTICE �� tisLl� 93 ta� OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541. 747 Elliott Road, Paradise, CA - (916) 872-6307 A/6r •U•.•,lL; CORRECTION NOTICE 3 PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. /, T- (-0 /C - Date CLJ J Inspector REV 10/92 - COUNTY OF BUTTE BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE L -J3 13 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 notify this office when correction of work. is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. REV 10/92 f-,4rk- uA /,,0) 14 7-Si/TNE REV 10/92 GOUNTY 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 ROX/6 L bWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is - completed. If you have any questions pertaining to this matter, or need, additional explanation— please contact this office immediately. F-1 N-VN!5 4V L/ f-,4rk- uA /,,0) 14 7-Si/TNE REV 10/92 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVIS 7 County Center Drive - Oroville, r-41iforr,ia 9596 8- 5 - Tenephone (916) 5375 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 7-2 ASSESSOR PARCEL NUMBER ZONING n BUILDINGPERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 4 000 OWNERS MAILING ADDRESS A 95914 CONTRAblVeAME TELEPHONE ' CONTRACCTO��RNVS��i'MAAAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 10897 LAPORTE ROAD BANGOR Energy Plan Checking Fee $ ' $ PERMIT FEE S 00 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat"pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IN Describe Work: TO COMPLETE 93-282 & 93-1584 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service io AOR 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. 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: IK 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 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. SO 3.5¢FT. rNOF RSD. MULCTI.00U CLEF UITS @7.50 PowER APPARATus 8 SINGLE OUTLET CIR. Ex. Occu OUTLET OR FIXTURES 20 Q 1.00 SAL @ .so Ex. Occup. ourPPLNS s RS 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: ❑ 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.) 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' compensati R provisions of section 3700 of the Labor Code, I shall forthwith comply ose provisions. ` X Date o " Si ure o Ap a t - Owner Contractor ❑Agent OSHA permit is required for excavations over 5'0" deep and demolition or construction f structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HA2. 1 0. FEES IMP I FLOOD I COF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above fo ich fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. atg� Defs Receipt No. 224876 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT / OWNER -BUILDER VERIFICATION 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 O 2. I HAVE HAVE NOT O signed an application for a building permit for the proposed work. 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: PHONE: CITY: 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: PROPERTYOWNE SOCIAL SECURIR ER: DATE: ZL ! 4� 9 NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit �; OWNER BUILDER INFORMATION -� 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-buildee' you are the responsible parry 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 following information for your benefit and protection: ♦ 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. ♦ 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. ♦ 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. ♦ 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 "owner builder" 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 contracQrs 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. r rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner-Builder.Information is required by Section 19830 of the California Health and Safety Code- OVER ode OVER COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 9596f:�- Telephone (916) 538-7541 PERMIT NO. (Rev.12/96) APPLICA111614' A- MD PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO FT OCC B ILD G VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee S 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit Fee $ 72 --- Plan CheckingFee 5 BUILDING ADDRESS Energy Plan Checking Fee S S _ FEE LAT NO. SUBDIVISION'S NAME NAME PARCEL MAP. _F„ iling Fee --20-.00 PLUMBING PERMIT y USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPEe�v Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U6Gties ❑ Installation ❑ Other ❑ Describe Work: v Each as water heater or vent 15.00 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI G1 W Q20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 000.OR LESS sow 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. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 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 it the permit is for work of a valuation of one hundred dollars ($100) or less.) O 1 certify that in the performance of the work for which this permit is issued I shall- employ any person In any manner so as to become subject to workers'HAz. compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR AD DNS. ( ; Ate, g�3• 3.5¢FT: NEW RESID uLT,'_G TLEr @7,50 �,,� APPAa►rus a swGLE ounET as Ex. Occup. ourETORF=uREs aAL®':50 Ex. Occup. rRESslDs EX 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI= $ Mobile Home Installation Fee $ Energy Inspection Fee $ CONST. TYPE _ -- TOTACFEEZnot E o. FEEs IMP FLOOD CDF PARCEL Po HD ssuE 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 provisions to do work paid. to Receipt No. 27 WHITE-D.D.S.-B.D. CA ARY• SSE SOR PINK -INSPECTOR GOLDENROD -APPLICANT I V=OK' O = Not OK = NotNot Reeadyable MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Teat -Fall -C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6.'Gas;Location-Test-Wrap:/ /"L"ft. / /"Net. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances " 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval .8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch ' 10. Cert. of Occupancy s MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Graders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftm. Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columna -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plana) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboarda-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test I- V=OK O=Not OK - = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) ' = Date/Initials _ UNDERFLOOR (Plans) OK except N's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /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. Piers -Fireplace Ftg.-Steel 9. D.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 -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except M's 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor-Naii Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'a 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Meth. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except p's 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sits, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Battles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. I nsu lation-Walls-Ceilings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plans) OK except M's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace;. Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor O Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg: Appliance -Fireplace -Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: 1 COUWTY OF BUTTE - DL ,'tTMENT OF PUBLIC WORKS t . 7 County Center Drive - Ordville. C fornia 95965 - Telephone: 916.'538-7541 4 APPLICA,r N AW PERMIT PERMIT NO. i ASSESSOR PARCEL NUMBER 028-180-042 ZONING A5 BUILDING PERMIT OWNER JAMES ARNOLD TELEPHONE 679-0109 SO. FT. OCC. BUILDING VAL 1 0 0 1120 OWNER'S MAILING ADDRESS P 0 BOX 428, BANGOR CA 95914420 C 5460 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation is 6580 Filing Fee g $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ Energy g Fee Ener Plan Checking $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 10897 LAPORTE ROAD, BANGOR Permit fee $ 127.50 PLUMBING PERMIT FilingFee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 r1 USE OF STRUCTURE SF u Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New a Addition a Remodel ❑ Utilities ❑ InstallationEJ'Other ❑ Describe work: COV AND OPEN DECK _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600v OR LESS 200A OR LESS 18.50 Main service 200A TO IOOOA) CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason _37.50 NEW CONST./ DWELLING oCCUP.N) OR ADDNS. ( ACG. BLDGS. I/ 3.64sq.ft. NEW CONSTR.MULTI-OUTLET NON-RESID BRANCH CIRCI, IITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES20 @ 760 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. �Virin 15.00 9 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating — Cooling g Hood '6.50 Ventilation permit Fee $ Contractor 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 Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date sign ure of ApplicaNli nt — Owner ❑ Contractor ❑ Agent ❑ An SHA permit is required for excavations over 5't1" deep and demolition or construct- io f structures over 3 stories in height. Receipt No. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE 127.50 TOTAL FEE $ RAz OFEES I IMP coF I PARCEL PD Iss This permit 1 hereb i ue u Sion he utte u'ty o e VV I*itd ab f I By R O U PER EXPIRES Date ' r the applicable provi- nd/or resolutions to do fees have beenpaid 1 WO Kate WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Ws ,g,1r3`row .aer w 1 �F." COUNTYOF BUTTE - DEPARTMENT DEVE PMENTSERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE CAL'•IFORNIA 95965 -TELEPHONE (916) 538-7541 Proposed Building Use APPLICATION DATASHEET Building Inspector At time of permit application, I was advised the following data must tie submitted prior to permit processing and/or issuance: DATE RECENED BY 1. 2. 3. .4. 5. 6. 7. 8. 9. 10. 11. 12. C4 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28: 29. 30. 31. 32. 33. 34. All items have been submitted. Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ............................................. Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). ... . Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $ .......................... I................ Impact fees as shown on attached schedule . ............................. . California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood) by Cgli%ia Engineer . ................. . Sanitation and plot plan approval((�J ✓'D I/ 1 / �iealth Department . ............ City of Chico plumbing permit. ........................................ . Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occup anc ) yPre4Aspechon requeis Pre -inspection for required. .. to Bu;td "9 lnspector (Date) ' Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner ). ...........�-- Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ....................................... . Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use . ......................................... Mobilehome utility clearance . .......................................... Documentation of legal access . ..................... :.................. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... Existing violations/expired permits . ................ :................ :... . Plan check list. ..................................................... When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at ('`� 100 office. Deliver with inspector. Other Parcel Creation C �� Acreage Applicant Date v v Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date ` Copy of plans sent Health Dept. Fire Dept.Qther Date By The following data must be submitted prior to per ce: (Ci new it of ch ck d 1.. Index permiffor above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phow-<�-MAI C ne_ t0 Contractor, designer, owner, was advised of above required data by _ phone _ mail Count r by.gL124ate6 Plans checked by Date Plans approved by Dat Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works - I:.n. use .Floor Phin nluchvd Sent to B.D. TO: r Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal "later Supl.)ly: Public Private Well Clearance for Other j /�C� � �C, L/ Final clearance O.K. for: NOT�� 8/92 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916 '538-7541 APPLICATION AND -PERMIT ASSESSO PARCEL NUMBER^Q ZONING BUILDING PERMIT OWNER lei TELEPHONE - ©© FT. OCC. BUILDING VALUATION /SO- / to O `S I (LING RRESS N /]y ) '( CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee a Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADfJ/, !/� RE55 / ^ n n Q 9 1 Permit fee $ PLUMBING PERMIT FiIingFee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF P Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G 1W I @ 15.00 TYPE OF WORK New ❑ Addition X Remgdel ❑ Utilities ❑ Installati [ O her ❑ Describe work: - D L/ �' 0 GL Yl �C _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200A TO 1000A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification F] 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUP,.&\ OR ADONS. (ACC. BLDGS. // 3.64 sq.ft. NEW CONST R.MULTI-OUTLET NON-RESID BRANCH CIRCUITS) @ 5.00 POWER APPARATUS e\ (SINGLE OUTLET CIR. I Ex. Occup(OUTLETS OR FIXTURES L. 7SA EX. Occup. OUTLETS (RESID.)REA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Iyirin 9 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g rHood 6.50 I Ventilation Permit Fee $ LContractor 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 relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date $i nature of Applicant - owner g pp ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct - ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ I I+Az OFEES IMP I FLOOD CDF I PARCEL PO I HII I ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. WHITE-D.P.W.. YELLOW -ASSESSOR. P Nx-INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - BUILDING DIVISION DEPARTMEN'r OF DEVELOPMENT SERVICES 7 County Center Drive,,Oroville, CA 95965 JAMES ARNOLD P 0 Box 428 Bangor, CA 95914 With reference to the above subject: PHONE: 916-538-75,11 DATE 6,/ } 9,4Z3 RE: Permit Application #93-1584 (cov & open deck A.P. YA 028-18-0-042 Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs - Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement." Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with'the changes marked in red. Sanitation approval from Butte County Health Department at. 1469 Humboldt Road; Chico XXX 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department,.7.County Center Drive, Oroville, for XXXXXCompleted Owner -Builder Verification form. and letter•of signature authorization, Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. / / OTHER J. Scaled floor plan of decks with keys to indicate cross section/details submitted 2 Complete rrncc QoPt;nns Should you have any Qnestions concerning the above, please contact Dave Wasney of this office. Yours very truly, DP:hla av d Purvis Manager, Building Inspection VARIES 36" MIN.. f p. LJ 3 � O x � •� X,n 7J ! � fn M. 3 -a m 7M FqD r o � o TYP c :3> CPCP r_- r 77Q 0 7q 3 00 4r m m N K C: n a, � r -C r 18 MAX. o it 53 W C) • . A Q .. • tJ I m •., o z N tl sot oL7� CD _ 3411 �'� ? , J.�HW)RAIL HEIGHT W 00 o y C> ID --1MAX. 71 36 "MIN. STAIR - o a _ -r N n A W I DT4 b z' tt cx a)Ln CD o O M c cn. E. nHl E. i -Nn r "J n XI E ca n � CD A •� N0 %tn o ro P 0 IsTI CAw ` KEG/ r,. I b..' `, r b C J .1Yi//i.''✓O m� rf z CUMr..as C t5 &.. .. 9 d Lq r cO S .t R7 - -Lb �-� a r u� o soboNs - i � a. S mol ZIP? CA o a 3 3 i •r jr , E ca n � CD A •� N0 %tn o ro P 0 IsTI CAw ` KEG/ r,. I b..' `, r b C J .1Yi//i.''✓O m� rf z CUMr..as C t5 &.. .. 9 d Lq r cO S .t R7 - -Lb �-� a r u� o soboNs - i � a. S mol ZIP? CA o a 3 3 i •r F ■ i � ■ ■ �i Ill ■ �gpmdp tli®iii1.9 . i�l ■ i mom NOME M®RMLOIN ME ME001,11- ffimm MEMEMEMEM El mom F Z HA rl b rTr V�.. . , . -� .— ; , . 9� X141. Q • ,. ,ICAJI-P _ -tom , eA mem - . -.- - � �UT1E COUNTY. �a. -BUILDING DEPARTMENT •� i � I i i i I i ' f I— _i � - I I � � -•I• � - I -- -- - � i i c ..— - -' �- - i --- ---� 1, ��, -- -- -�--- - - DI -.. - : I I� r i _ - - -- . - ---i- - --- - -- ; _ -- be 36 nigh wi h` T � rail t in rm�edi to ail toeot i i. i �• I i �C ! ! i � I 4 C-4 OQ rn C-4 rn Q�� .. �.I-.._,1�—.,,,----I�. —�:f— .-�.__..__..r.�_—.�I,_ a.i_r—...—�t____.i..___^i_�.;..._..._. .-�»•-T.'--.-..:--. I_ I.—._.1_.—I .—..�—,—f `� . —i—. � --I--- _7 -i_ qS Ti-i =j -FSN- - i a:{. IF iS sXX�' � f � +x! f � � • (t( 1 'i� . • 'a. - ry � 'i&' �i�.. 1., �`ii� tea., ' . -Y. � r •I+_ �; �t �GYS 1�'�fT ryy� � � L"._ :Z +l .�: '' u [ ft_ 1 0.. ♦ �...�Cj 'iu. C' i � ea _ �.'! u I i'1' 1 t � 7 .Y� _ '1 � �. 6 _r � _ d_ .,'. r � ... a Z i 1,r r. a ft� - v r.•�j�- � • ' r .. 1 lit .�w�♦- ? j��«�`fi �a. 'i vj- Q�� COUNTY OF BUTTE - DEPATM.ENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Ce.liafn� a 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. -z6 ASSESSOR PARCEL NUMBER 028-180-042 ZONING A-5 BUILDING PERMIT OWNER James Arnold TELEPHONE G1, , SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P.O. Box 428 Bangor 95914 (a�9'D109 1,737 R 93 798.00 4 M 8,118.00 CONTRACTOR'SNAME Owner - Jack Seel e ONE 599-2362 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER UNKNOWN Fireplace I A 1,50.00 Total Valuation $ 103 416.00 LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 15,00 Permit Fee $ 6.1.1.50 Plan Checking Fee $ 305.25 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 20.00 Penalty $ BUILDING ADDRESS Permit fee $ 951.75 10897 LaPorte Rd.. Or PLUMBING PERMIT Filing Fee 15.00 Each Trap 11 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 7.00 Each pas water heater or vent 7.00 7.00 USE OF STRUCTURE SF ER Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00.5.00 Building sewer 15-001 15.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New ® Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: New 3 Bedroom Single Family Permit Fee $ 104.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 1 18.50 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO IOOOA) 37.50 NEW CONST. DWELLING OCCUP.a2) X 3.54sq.ft. 60.75 OR ADDNS. ACC. BLOGS. NEW CONSTR. MULTI -OUTLET @ 5.00 NON.RESID BRANCH CIRC ITS POWER APPARATUS e (SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 20 @ 76 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 1 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ 94.25 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate o nsent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating 119.00 Cooling 3; ton 1 1 .� Hood 6.50 - Ventilation Permit Fee $ Contractor 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 Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, end if and keep harmless the County of Butte against all liabilities, judgme s, Qts, and expenses which may in any way accrue a s Cdunty A c equenc of granting of this permit. Date `-�� % `� S' n ure of Applicant - Owner contractor E]Agent❑ permit is required for excavations over 5'0" e % p ition or construct- ion of structures over 3 stories in height. �� Mobile Home Installation Fee S Energy Inspection Fee $ 40.00 occ P-3 CONST TYPE- VN , TOTAL FEE $ 1,2 0:-,50 HAz OFEE IMP FLOOD CDF PARC PD HD ISSU This permit is hereby issuender the applicable provi- sions of the e C n ode and/ or resolutions to do doOSHA work indi t a v r which fees have been paid. I C OF PUBLIC WORKS By to 3 /G PERMIT EPIRES Date C $ 135200 • tS0 Receipt No. y� �� WHITE-D.P.W., YELLOW -ASSESSOR, PINK-INSPEC R, D �� RO®Plft /nty Y OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7enter Drive - Oroville, Chlifornia 95965 - Telephone: 916;'538-7541 APPLICATION AND PERMIT PERMIT NO. A SSEi'SOR PA:4 CEL NU BER ZONING BUILDING PERMIT OWNER S��Oi.. TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDS 1 0 ' I N C� CO TR CTO N MTELEPHONE _ CONTRACTOR'S MAILING ADDRESS Fireplace 1 CONSTRUCTIONLENDER UNKNOWN Total Valuation I $ LENDER'S MAILING ADDRESS Filing Fee $ 155.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 0 Penalty $ BUILDING ADDRESS LA �� LA O Permit fee $ PLUMBING PERMIT Filing Fee11 15.00 D GL Each Trap 5.00 5"5- ,,0( - Solar Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME __[PARCEL MAP Water piping 1 7.001 7,00 Each qas water heater or vent 1 7.001 -7,0() USE OF STRUCTURE SF Duplex❑ Mobilehome❑. Other _ SPECIFY Gas piping system 1 - 5 outlets 1 5-001 62o Building sewer 15.001 f < Mobile Home S I G I W 615.001 TYPE OF WORK New*Addition❑ Remodel❑ s�Utilities❑ Installation ❑ Other ❑ Describe work: Permit Fee $ O Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 i CONTRACTORS LICENSE LAW na "declare under elt of perjurycheck one): penalty ( ) 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification / ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO IOOOAI 37.50 NEW CONST. (DWELLING OCCUP.al OR ADDN5. ACC. BLDGS. I 3.6Qsq.ft. ULTI.OUTLET NEWRE." N. NO BRANCH CIRCUITS) ^ 5.00 (POWER APPARATUS tr1 SINGLE OUTLET CIR. EX. OCCU OUTLETS OR FIXTURES p 20 762 Ex. OCCUp. OUTLETS FIXED (RESIO.)REA.� 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Departmenti a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL -PERMIT Filing Fee 15.00 Heating 1,00 14 Cooling f Hood 6.50 Ventilation , S Perm Permit Fee Contractor Mobile Home Installation Fee $ ?Q . S] 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 Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of thegranting of tpermit perm X Date 4 Signature of Applicant — Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Energy Inspection Fee $-Q� C CO ST YP T�7/�---"" -- TOTAL FEE $ FiAZ DFEES I IMP I FLgK I COF PAV I Pr, t sSUE i I I This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date _ applicable provi- resolutions to do 1 have been paid. WORKS Date_ I j Receipt No. �7�� WNIT[•D.P. W., TELLOW-A98C990R, PINR•I.N9PECTOR, GOLDENROD -APPLICANT COUNTYOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER J>n W A a Not /� A. P. o. Proposed Building Use 5E Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. ..:..................................... 2. Plot plans, 3/4 sets, signed by pre* of plans . ........................ 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5.. Hazardous Material Form. ................ ............................. . 6. Energy Design Compliance and supporting documentation . .................. tatement of Intent for Non -Heated and A/C Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 2 �- 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... JO,- Fees of $ .......................................... 1 Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees.................. . 13. Flood elevation letter (100 year flood_) by, alifornia Engineer .................... . 14. Sanitation and plot plan approval 6X6) Health Department. ........... 15. City of Chico plumbing permit . .......................:................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ......... . 19. Driveway permit (construction approval required prior to occupancy). .. 20. Pre -inspection for to P"�'n�Buildec'°" `6q°�— requlred. . . ing Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner Mail to owner �. . . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. 'Letter of intent on building use. ......................................... 28. Mobilehome utility clearance . ...:.............. ....................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed ` and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ....................................... 32 Plan c4eck lis .... . C. — S �- e2ii yyI - 109 47I1J xx W 41j;Aft N j4oldl,-4 When ou issue the Telephone4 Other Parcel Creation _ Acreage rmit, process as follows: Mail to rg 2 > -L-)and hold for pickup at n4 cant Mail to contractor. - offices Deliver with inspector. Copy of Haz-Mat form sent Health Dept. Fire Dept,/ Air Pollution Date Copy of plans sent Health Dept. Fire Dept. rOther Date The following data must be submitted prior to permit i suance: Circle n 1. Index permit'for above items No. r 2. Additional items required: Date By Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date. Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by .S Date -12-- _3 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner location AP # Driveway permit P l�li�liE'�� has been issued for the above property. n b ..IP sign re date COUNTY OF BUTTE - DEPART= OF PUBLIC WORKS - BUILDING DIVISION 7COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 x/0 6,-D A. P. NO. 69 ?F.OPOSED BUILDING USE - /�� DATE REC. DATE_REC dhaol Distric Fees (paid at Districf Office) J 2.* She--- ff Fees (paid.at-Building Department) Residential ......... Z=� �D = 1:3 't amt. Commercial(per sq -ft.) X =$ sq. ft. amt. 3. Urban Area Fees (paid at Building Department Residential. (per unit) X =$ units amt. Commerical(per sq -ft.) X _$ sq.ft. amt. 4. Rem eation District Fees (paid at District Office) .......................... 5. Drainage District Fees (Contact Land Development) 6. Other 7. Other At time of permit application, I was advised the above fees are required to be paid pr— to issuance of the permit. A2DLI DATE �/ RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S. F. , .DUPLEX°'& MISC. ONLY) Bldg. Permit # OWNER_,// A.P. #al 7 Plan Checker GENERAL VP ning requirements: (sideyards and number of permitted living units). luation. ans signed by designer. oper description of work on application. Existing violations on property. 6 Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN J�Complete parcel size and dimensions. -7Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). FAU & FAS road setback. Building or utilities across lot lines (Record form). LOOR PLAN ,C.omplete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). -skylights (Chapter 34 & Sec. 5207). // Human impact glass (Sec. 5406). Required room sizes, ceilingwheights (Sec. 1207). ;�FCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). / Light fixtures, switches, receptacles, and exterior receptacles for main- enance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. . Garage firewall, door size, and closer (Sec. 503(d)(3)). - 3'0" exterior exit door (sec. 3304 (f). . Fireplace and wood stove location, alcoves, and clearance. .moke detectors (Sec. 1210). lumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. J,levations and wall construction details complete enough to construct building Roof construction details complete enough to construct building. Fireplace construction details and talcs if necessary. Rafter ties or bearing ridge beam. Garage door or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection required. 8/91 RESIDENTIAL PLAN'CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). rick or stone veneer (Chapter 30). xterior plaster - weep screeds (Sec. 4706). roper roof pitch for roof convering (Chapter 32). • Roof covering type - (fire hazard). . Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. wo exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). tic access and ventilation (Sec. 3205). • Underfloor access and ventilation (Sec. 2516). :1 Combustion air for fuel burning appliances - L.P.G. requirements. 'o Noise requirements on duplexes. Energy design. leashing at all exterior openings. . OF responsible area requirements. y2'LrCi�i�ce.Q 7W . n'n Permit # Q5' a1F1A1 A.P. No.,Date: 16-193 Provide the following information: [ ] The proposed building does not comply with UBC Sec. 2517 (g) for adequate bracing. Provide lateral design per UBC Chapter 23, or revise building to comply. [ ] The proposed building is of unusual shape and size per UBC Sec. 2517 (a), and requires complete lateral load design per UBC Chap. 23. [ ] Provide complete design for gravity loading including all structural members required to carry loads from roof to foundation. Design is to include all beams/joists, posts/columns, footings, and connections as required. [ ] Provide complete lateral design per UBC Chap. 23 that results in a system which provides a complete load path capable of transferring all loads and forces from their point of origin to their load -resisting elements. Design is to include all required connections and appropriate construction details. [✓] The following portion:— does not comply with the adequate bracing provisions of UBC Sec. 2517 (g). Provide lateral design for that portion which results in sufficient lateral support of the structure, or revise to comply. [ ].Second floor shear walls are framed on the floor system without shear walls below. Provide complete analysis and design to transfer loads through floor diaphragm to load resisting -- elements. [4 Second floor shear walls are supported by floor beam(s). = Provide complete details -for shear --transfer to beam -(s) and connections - required to transmit drag forces_.to.ultim_ate-load-resisting elements. - =- [ ] Second floor shear walls are supported by cantilevered floor system. Provide complete analysis and design which accounts for effects of shear overturning forces which act on cantilevered floor as well as complete details to transfer shear to load resisting elements. [ ] All requ rements of engineering calculations are to be clearly shown on (TWO sets ( ) THREE sets of plans. Provide complete coordination between plans, calculations, and specifications. Note: 1. Plan check staff WILL NOT transfer engineering data to plans. 2. All engineering design requirements are to clearly shown in engineering drawings, either 8 1/2 x 11 or full plan size. All engineering drawings are to be stamped and signed by the engineer. If you have questions about the above you may contact: between 3:00 PM and 5:00 PM at (916) 538-7541. Insulation Certificate BUILDING BUILDING PERMIT #: BUILDING LOCATION: Description of Installation ROOF _ Material �_/la ss -2;7015, Brand Name Thickness (inches) '' Thermal Resistance (R -Value) CEILING .Batt or Blanket Type 23�z // Brand Name �w��s — �pe•y�•`�C7 Thickness ('inches) Thermal Resistance.(R-Value) x1 Loose Fill Type Brand Name Contractor's minimum installed weight/h lb Minimum thickness inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) EXTERIOR -WALL Material �2e/' 114,5 Brand Name Thickness (inches)Thermal Resistance (R -Value) RAISED FLOOR / r Material SS BrandName �o2.yi.7 Thickness(inches) 1-7-.5-11 Thermal Resistance (R -Value) SLAB FLOOR %'A Material Brand Name Thickness (inches) Thermal Resistance (R -Value) Width (inches) FOUNDATION WALL �l/4- � l Brand Name n T Thickness (inches)" -- - _ =dermal Resistance (R -Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance,with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Co General C ntractor ($uilder) License Number - Signature and Title Date Sub -Contractor ulation Installer) License Number Sign a and Title Date THIS CERTIFICATE MUST.BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 JAMS ARNOLD PO BOX 428 BANGOR CA 95914-0428 suite, Count BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 FEBRUARY 16, 1994 RE: Building Permit # 93-282 Expiration Date: 3-16-95 A. P. # 028-180-042 With reference to the above subject, our records indicate that your building.permit expires on the above date and your permit falls into the category marked below: [XXL Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend -the building permit for an additional year from the original expiration date. .Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the OROVILLE office. Thank you for your prompt attention concerning this matter. Yours very truly, Michfael C.1 Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 JOB NUMBER >49327 STRUCTURAL CALCULATIONS FOR PROJECT ;;RESIDENCE NAME >>JOCK SEELYE ADDRESS >>OROVILLE, CALIFORNIA DATE » `,127/93 BRUNO AND HAWKING - ENGINEERING 20 CONSTITUTION DRIVE SUITE A CHIClO, CALIFORNIA 95926 (9101 875'1125 NOfr. REFERENCE PLANS BY OTHERS. NO JUDGEMENT OR OPINION IS RENDERED OR IMPLIED REGARDINi ASPECTS OF THIS STRUCTURE NOT SPECIFICALLY NOTED HEREIN. - .-) 1.►- c7 l Co kS T . . a Z`6 5 k- S�-,. 2 .'j DIG t-sC• i Mmt, ". V- u-� � @ 1(0 O.C. Z CK, '-u p ✓ . �-� . -t-o w CJ 11, C (G Y_ 0-114 a C J_." r 0'-lt ! (. c �r =c f v �' J I v e -o /i Z.S _ fJfDJ J is y o G ;. -c COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION 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 them abor and ate ials for construction of the proposed property improvement yes r no) 2. I ave ave not) signed an application for a building permit for proposed wo k. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors 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 City Phone Contractors 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 Owned Social Securit Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. - This verification must be completed and returned to our office before we are per- mitted to issue the permit. JOB NUMBER )>D93 f 93 6� STRUCTURAL CALCULATIONS FOR PROJECT )>RESIDENCE NAME >>JOCK SEELYE ADDRESS ))DROVILLE, CALIFORNIA BRUNO AND HAWKING - ENGINEERING 20 CONSTITUTION DRIVE SUITE A CHICO, CALIFORNIA 95926 !9161 895-1125 NOTA REFERENCE PLANS BY OTHERS. NO JUDGEMENT OR OPINION IS RENDERED OR IMPLIED REGARDING ASPECTS OF THIS STRUCTURE NOT SPECIFICALLY NOTED HEREIN. 4ne,o) ve'yz SED ARC HAw'�h'/�t�` 0 3 CA 2 ( 0 6-A. S vY,-\ m-6,- 1 , lam- l Co kS T . (- t- 0 2- Uri IJ+ C. ��o�ev(�ol . Gvve.. . OZ16S Y-94. 2v-- w�=� v�3 KS -F• DIG s f 2,x4- 0 ./6 �, .c 3 V, o @ I (o", o -0. r �1 = ZL I'` Z C K L 6-v\ fva-y\. To P ✓ 4 �' to w c' i t -Pi 2.-- r w,.I . 4- Z, S 2.S ter. , ., 2 - ((o �.. r �.�(' �►--ems✓ 2 � z Z.S " 2 j SJVa. I , -,- -----,- 1 .— —•--� �r—�--- - r-- —r--%--r---r it IV j SJVa. I , r tufte OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: James W. Arnold ADDRESS: 1944 Robinson Mill Rd. CITY & STATE: Bangor, CA 95914 IMPORTANT: A ril 22, 1991 SEE INSTRUCTIONS DATE OF CLAIM: p ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SFRvirFc DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner has decided not to do work. Permit #3947-90B,P,E,M, AP#28-18-42, Receipt #84418, dated 11/13/90 & #84696, dated 12/11/90 Total Permit Fees Paid------------------------------------ $730.85 Retain Plan Checking Fee ----------------------- $174.50 Retain Building Permit Filing Fee-------------- 10.00 Retain Plumbing Permit Filing Fee-------------- 10.00 Retain Eiectrical Permit kiiing Fee----=------- , Retain Mechanical Permit Filing Fee------------ 10.00 Retain re- nspection ee---------------------- 15.UU Total Permit Fees Retained-------------------------------- 229.50 TOTAL $501T5 I, the undersigned, declare under penalty of perjury that the services or articles claimed hav been performed or delivered, that this claim is true and correct as stated. PDated this .. .............................. day of�(............ i �.... at � Cl..(..l /.%r......• Calif. ...».... ................... .. Signeturc of Claimant 1, the undersigned, hereby certify that, to the best of my knowledge, the services ora les specified above have been performed or de- livered and that there is a Budget Appropriation E) or Specific Board Approval ❑ (Check one) ort a e. Dated this Z nd................... day of April 91 Oroville _..................... 19....... at .........................».... Cellf. .... ..... ...... ................................................. i Dep.Kment Head or utho d Deputy CC. 440-002 E�D' 4210500 Con its ode ............................................ Code ................................................PAYABLE FROM..........................................»................................ FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. Jf -X-L- ui9zo5 ::: Teaol r:x 06/0£/80 0 311IAOM0 '3AV 31VOIlIN £8L£ 38I0 V AM3S 0313 M3,W10 SV19f100 'IOf1V:V'1 06-650£ 9ZO-T-9£-890 06/0£/80 0' 031HO `Z£ Mw TSE dS/OW30 000 3AI10 'SNVA3 06-950£ £LO-0-60-Z90 ',• 06/0£/80 OOZT A310I6 '1S 1NOWM3A OOT H38f1H0/:00838 9NI:OOM f 319ft0O 'MIM 1SMIl 06-890£ 9£0-0-TT-TZO 06/0£/80 0911 A31OI89 `3AV 3111I1 M -4/:OOM3M 9NI:OOM f 319f100 W01 'SOWN 06-L90£ 9M-0-9Z-TZO 06/0£/80 0 31IIAOSO '3AV SUld 99OT dS/OW30 33IAM3S 43IZOO SXNVM: VMV9MV9/NOO 99oz 06-S90£ 0£0-0-8T-1£0 06/0£/80 OOLS 311IAOMO 'MO M3IASMIM 88£ :S/:00838 MAWS 31VISHISON a wiHS N3swHor 06-990£ 510-0-8£-690 '. 06/0£/80 0 OOIHO '10 VNtl9Vl Z :S/HM V 3NI1 SV9 83NMO NVW 'HSIW 06-6£0£ TTO-0-89-090 06/02/90.0 3380M3H0 `OM MOO HW/SMIlIlf1 83NMO VW13H1 'SIMMOW. 06-Z£0£ 500-0-9£-T90 06/6Z/80 0 MM 'OM ROM TUMI SS 1VM308 SAMO IH390H 'A03NN3X 06-1£0£ 990-0-6£-OZO 06/0£/80 0 X334 AMM39 'OM 081Vf 98£ HW/NOI1V11V1SNI 831N33 3WOH 31IU HM `ONIlOA 06-810£ TTO-0-6£-110 06/61/90 09ZZ S99I9 `x30NNV9 LS9 :S/:00838 1VI1MVd 908 'M31MI: MM 'SVM 06-£ZO£ ZZO-9-01-100 06/6Z/80 0 311IAOM0 '3AV. VMIM 989 :S/OW3O 93NMO VNN00 'H1IWS 06-ZZ0£ ZOO-£-9Z-T£0 06/61/80 0 3111ADSO 'OL MH LZLL Ml 13AVM1 80: 3313 83NMO IINVM: 'N33M9 O6-STO£ VW-0-91-IVO 06/6Z/90 0 03IH3.'N3SSV1 M 69£ :S/3NI1 SV9 831W OW 'NVIOIAVO 06-ZT0£ 010-0-9£-900 A310IND 06/81/80 000£ A ALIO '1S Ax:tt ION US d(1 !1If19/:OOM d WWOO 909 `M31NOI: ONIM 'Z3NfUNV 06-010£ ZZO-Z-OZ-600 06/8Z/80 0081 00IH3 'MMAN 9T:£ AOSR 03 9NI:OOM S3Il"O SnO: '3 SMW V MW 'NOSM313d 06-900£ 900-0-9£-900 1 GMI NOIlVnIVA NOIIV301 sxm M013VMM 3VN S,M 8 lIWM3d I 'd'V £Tri 1SI1 06/0£/90 01 06/9T/90 OMSSI S1IWM3d SM OI19nd :0 1NNIMVd3O-311(19 10 AIM 06/1£/80 9 'O1 abed COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oro'vill„ California 95965 - Telephone: 916/538-7541 ' APP61CATION AND PERMIT cam`' �►/ ASSESS R P C UMBER ��-i- ZONING IT BUILDING PERMIT ARNOLD TELEP ONE 679 - SO. FT. OCC. BUILDING VALUATION 1554 R 62,160 OWNER'S MAILING ADDRESS MJ I I rd Bangor 95914 440 M 6,166 CONTRACTOR'S NAM owner TELEPHONE CONTRACTOR'S MAILING ADDRESS 26 eC k 11680 Fireplace I A 11000 CONSTRUCTION LENDER UNKNOWNTotal Valuation $ 71,330 Filing Fee $ 1000 LENDER'S MAILING ADDRESS Permit Fee $ 349.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 174,50 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS IK&fiy14 Pre -Inspection $ 15.00 BUILDING ADDRESS 10897 Laporte Rd, Bangor Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 11 2.00 22.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 5.00 Each qas water heater or vent 5.00 5.00 USE OF STRUCTURE SF R2 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 5.00 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New MXAddition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 3 bedroom (existing site) Permit Fee $ 42.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100VAMP OROR LESS10.00 10.00 Main service EA. ADD'L 100 AMP 2.502 .50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑I am licensed under p provisions Of Cha t. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect.SINGLE License No. Classification I, as the owner, Or my employees With wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. 2/20sgft 38.85 NEW CONSTR ULTI.OUTLET NO N.RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS &) OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES p 20050¢ BALD 30 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EAJ 2.00 - Temporary service 10.00, Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. V( I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating ' Cooling 9 Hood 1 3.00 Ventilation 3 3.00 9.00 Permit Fee $ 34.00 Contractor 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 CountyotC Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses w ich may in any way accrue a�.idy in o uenc th gra ti of this permitTh;s %Date r Signature of Applicant - Owner❑ Contractor ❑ AgentXN An OSHA permitis required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30.00 •3 C'O/N�ST TYPE y ��(/ A TOTAL EE $ 730.8 5 HAZ cuA PARK FLD PAR PD D ISSUE5 permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 84418/$274.50 %q(49 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK-INSPEdAR. GOLDENROD -APPLICANT t': 1.' I.� � : j.. .. i? : �' v '1 !n 4�,.,.`_. .tw / 1 -. T i_ll �.-+o1r'.�.n-• v-..,rr- vj�.F.._.-..m-. ti ..-... vV�'•--.ti COUNTY OF BUTTE - DEPARTMP,.T OFF.' UBLIC WORKS - BUILDING DIVISION ,. • 7 COUNTY CENTER DRIVE 9,OROVIL CALIFORNIA 95985 - TELEPHONE; 918/538-7541 PERMIT APPLICATION DATA SHEET • / Permit No. OWNER J�3 cz5 off-_ A. P. No. Z 25 - 17 Ya A - r- 110 — 2,-6 Proposed Building Used 5/F Building Inspector s Date " — / :)-- / o At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . ........................ ......... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... I Y___8. truss details and layout in duplicate (required prior to plan check) AM j--Mobilehome installation data including manufacturer's installation Engineered �1 instructions . 110. Fees of $ y. Chico Urban Area fees paid .............................:......... ,.. 12. Park ees paid.. .......................:.:.............. 13. �.��oa�o � ,[ School District fees paid ........... f iv _14. Sanitation approval from O40 014 Lrr Health Department 15. City of Chico plumbing permit . .................... ... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... Certificate of Workmans Compensation Insurance .................. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 41 Recorded copy of Agricultural Acknowledgment Statement ......... Letter of signature authorization ...,r:l.�+...,yv6zA. a,,;,P cels to.. - i G When you issue the permit, process as follows: Mail to owner. Mail to contractor. _b Telephone KZ�-2'�•b and hold for pickup at m office. Deliver w/inspector. Other All A proefAi Applicant Date "3 /go Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health, Dept. _Fire Dept. Other . Date By. The following data must be submitted i r to p rmit issuanc 1. Index permit for above items No. a ffo r 2. Additional items required: N S C, /1e Jr,CI^�r forr9t Contractor, desi�, ova, w s advised of above required data y"fi Contractor, designer, owner, was advised of above required data ircle new'item not checked abt6ve). 1) PA- -,u%A VnaIon rf.` . L-nail_counter by-og�G.Aate _mail counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW A/; ,*—.P C&41_r t 6 COUNTY OF BUTTE.,- DeOartment of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-754.1 OUTNER-BUILDER VERIFICATION 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. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) (� I (have/have not)_/i/i9 tJ tr signed an application for a building permit, for the proposed work. 3. 1 have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors 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 City Phone Contractors 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 Owner , Social Security4fumber Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. �•`,�•�"' a7r+ L� e.. fi� t'y. , '^."� �°' t; 'n' . �'�M-r.�.,,r•,- , j `� } f \ .� �� ', _ r ,� _..• ,-- --, ;'' �`; �i' ,r PL si BUTTE COUNTY:SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One" ;Formper Building) A.P. Number,+"-Buiiding Departme A No. 0 1 ASchool District City County.. Jurisdiction Property Owner ,, J4 ,,4Z S ti Az,; 0,4- 16 i trV ' Project Location/Address / 6 q -7-7 Subdivision Lot Number r .Residential-Development: 1 �• ,.� Sq Footage. ,f # of Living `- MHI Addition (Group-R.)- ' Units, ./ • , Commercial/Industrial'": Sq. Footage New Addition (Including Exterior''_ ' Roofed Areas ` Build-ing DD I:ra-rtI_tfRepresentative Date (Floor Plans reviewed by-School District Personnel)?' D-4rtrict Id No. ° r �lll:.�c.J (. School District certifies. that., (ApplicantiN//am (Phone Number) - ---- (Street Address) •� 6.r. - � . 'Gt.�I.�A � Fes. � n (State) (Zip Code) has comp1ie __with the requiremeFits of Re so fiftion No.zo V t' r ' by the pa ,'dlent of $` _ / "representing square feet. �g'Lyt*tr` 4277 _ ' Sgehool Dist ict R-press ntativeDate PAID BY , CHECK NOr REMARKS—.Z BANK NO PAID BY CASH white-applicant, yellow-building department, pir��c�school district SCHOOL.FEE (8/88) /C K" cl I PRE -INSPECTION i . OWNER: _ L DATE LOCATION: .165 97 a_A A r z ( A. P.. # CONTRACTOR: A4,W,5sr ,QC_,,aQ &,-vo.CA I'�o r�S ZONING !¢" T ss,, PRE -INSPECTION FOR: (�, ,, ,.� 2=� dv S-� Sro �i�C p o.�./ TYPE OF OCCUPANCY_ ------------------- ------------------- BUILDING USAGE: a FIELD - INFORMATION r > Ili L !` - TENNANT: OCCUPIED HAS ELECTRIC HAS GAS �fAS SANITATION FACILITIES 5jvr`c L�� 7- Q HEATED -COOLED PERSON CONTACTED-,', OTHER COMMENTS: 40 vs /u k _0 ,1 ACTION RECOMMENDED:' ISSUE HOLD FOR -62-d9 -d9 GyL s GUS cAsi-FE tom-�� OTHER: LL)% Y?�a 10/��/_Ww 1-2-4J X P 4cz BY DATE to DATE TO INSPECTOR PERMIT HISTORY: NONE --------------------------------------------------- AS FOLLOWS: u TYPE OF OCCUPANCY_ ------------------- ------------------- BUILDING USAGE: a FIELD - INFORMATION r > Ili L !` - TENNANT: OCCUPIED HAS ELECTRIC HAS GAS �fAS SANITATION FACILITIES 5jvr`c L�� 7- Q HEATED -COOLED PERSON CONTACTED-,', OTHER COMMENTS: 40 vs /u k _0 ,1 ACTION RECOMMENDED:' ISSUE HOLD FOR -62-d9 -d9 GyL s GUS cAsi-FE tom-�� OTHER: LL)% Y?�a 10/��/_Ww 1-2-4J X P 4cz BY DATE to COUNTY OF BUTTE P TN OF PUBLIC WORKS 7 County Center Drive - v`I alifornia 95965 - Telephone: 916/538-7541 TION AND PERMIT PERMIT NO. � ASSESS R P C UMBER �_ ZONING BUILDING PERMIT O ARNOLD TELEPHONE 679-2443 SO. FT. OCC. BUILDING VALUATION 1554 R 62,160 OWNER'S MAILING ADDRESS 95 449 M CONTRACTOR' 5 NAM_Cy owner TELEPHONE - ec k 168o CONTRACTOR'S MAILING ADDRESS Fireplace I A 1,000 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 71,330 Filing Fee $ - 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 349.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 174.50 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS K&NY4 Pre -Inspection $' 15.00 BUILDING ADDRESS 10897 Laporte Rd, Bangor Permit fee! $ PLUMBING PERMIT Filing Fee 10.00 Each Trap Ll 2.00 22.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP piping 5.00 5.00 -Water Each qas water heater or vent 5.00 1 5.00 USE OF STRUCTURE SFU Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5,00 Building sewer - 5.00 5.00 Mobile Home S G W O.00e TYPE OF WORK New MXYAddition❑ Remodel[:] Utilities[:] Installation❑ Other[] Describe work: 3 bedroom (existing site) Permit Fee $ 42,00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1 OR LE 1000 AMP ORSLESS 10.00 10.00 Main service EA. ADD'L too AMP 2.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑NON I am licensed under provisions of Chapt. 9, Div. 3 Of the Business. and Professions Code and my license is in full force and. effect. License No. Classification //JFIXED 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ontract- ors.(Sec. 7044) ors. ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& OR ACDNS. ACC. BLDGS. _-2.50 p �2¢sgft 3(7.05 NEW RESIO. BRANCH -REBID BRANCH CIRC ITS 2,50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. OCcup(OUTLETS'OR FIXTURES 200 eAL(9930 .APPLNS. OR Ex. Occup. OUTLETS (RESIO.) EA.) 2.00- Temporary service 10.00 Mobile Home Facilities 15.00 Misc. IVirin g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. �7( I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor - MECHANICAL PERMIT Filing Fee .10.00 .. Heating 60, Cooling g Hood 1 3.00 - Ventilation 3 3.00 9. 00 Permit Fee 34.00 $ Contractor - - I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinancss 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.0.85 I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expense. ..ich may in any way accrue aid County in o uenc t gra ti of this permit. %�Date Signature of Applicant - Owner ❑ Contractor [IAgent, An OSHA permit is required for excavations over 5'0" deep and demolition or Construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30.00 occ CONST TYPE TOTAL AL E 7 3 FEE 3 $ HAz CUA PARK PAR PO ISSUE -- = This permit is hereby issued under sions or the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC 1 BY PERMIT EXPIRE Date the applicable provi-_ resolutions to do - have been paid.:-;] WORKS - Date , Receipt No. 84418/$274.50 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT Is--- cf) t9le7- ®®� 5' �. "� .1`'� eee �. 9�i1:.,�"y. M. D< a Tax A 7 m 75.02. 10.574C 215 260.72 461.5 V 1117 1214.27 a6 1' 3 c! 5.29 1 - _ 12• 10.13Ac`v- 3, 1 �q ° 39 1I .0 8 I 4.8 21-2 m 47 0. ��.. Q4(03�O1 1684 6 ., Bo. rj q 0 - cc . vO1i 49 e 44� �y 67ACM! PM52-1 0 41 la �35 4 A 3. �o 1 10.21AC 132 256.2961 4.B ' 50.42 94.74 Ac.� o I 26 2 PA173-502 ' •1420.74 I �A CEL 41 264 75 S r PARCEL /Vb. j .. - ` PM 5T.7724A' C. { m J LOT 2 ? . HAM — S�, 3 J /9i O ! 35 97AC.: ' CEM RY 4;;z�� 8.67A /8 �l .08A 3.53 12 \0 PrArr7-41'1 ` 'Qb 3/.33 AC AC. �. r - 1345.0 314 UPHAM ROAD LOCATION PER PM 57/4/ ' O i . 163'AC. i w LOT 3 IC. LOT 4 O O 40 AC. I10 AC. W W to W z z 22 CD OD Assess s NOTE --ASSESSOR'S PARCEL. BLOCK & LOT NUMBERS SHOWN' .:) 7. ftft. - LOT -314 75- 0 .31.' , -At INDUSTRIAL BUILDING RECORD -(PARCEL � _ fiJ�N D_ A 0 DESCRIPTION OF BUILDING SHEET A OF :J — SHEETS CLASS 9 SHAPE CONSTRUCTION STRUCTURAL EXTERIOR ROOF LIGHTING n't Cost Unit Cost Cost Unit n't Costost Cost ROOM AND FINISH DETAIL Cost Cigh1 I Trusses F RB jArcb /a Wiring D_fflc IFL. FLOOR FINISH INTERIOR FINISH C lie Rk luh-Slondord Concrete L/gA/ Heovy Unfinished flat / K.T. Conduit Molerial Grode iyal/s Ceilings ARCHITECTURE X Jrondord — Brick Wood '( Steel A A M, CorrugoledIron x Goble J•, 0 U / Bx. Coble Office C Heovy Reinforced Arch Rib S. C. Brick Shed / 5 f yl0t I„ Slories TYPE ..'pedal _ Piloslers 1101 Top �jCI Woll Beom Porollel Chord Br 1. l7e—oCo/to Saw 700/h FiXtureS ,-,- 1 Cheop Mezzonine — USE_DES/GN z Wo // H I: rriongulor 1 /00 A,q. Med. R. C. L. N. D. 0 _ --y FOUNDATION Curloin Wolls: Lamella Stucco Rollers Many JX 160od /� Conrrele —_ Po,1,'t!ons C fl. Spon 610JS Sheo/bing: Basement A Reintorceo fl.Spoced PLUMBING Lovolory I n b _ ! 1 Jub-Floor X Poi/ B Girder Windows Composilion Poor I Good [.qh/ lleary Floors Steel Josh Corrugoled/ron ITEM Number orCopocity Molerial or T pe Grode orOuolil X— ,10, rO.-y Concrete: ROCAfOund �v creno✓,:e Woad: CONSTRUCTION RECORD lcrrn,f Amount Dole to. for loncre l e fixtures EFFEC. APPR. NORMAL % 0000 RATING (E,G,A,F,P) Eley°'ors nq c Arch. Func. Ade- Work - YEAR YEAR Remain/ % Cond Age Lile Tab/e Al1r. Plan quacy m;uhjo,15*ybhis 74 1177 Sprinklers O00%J front Air Cond. � ) J S COMPUTATION Appraiser S Dale 44- 4 1117 7 Unit — Area n't Cost Unit Cost Cost Unit n't Costost Cost Unit ost Cost n'� Cost cost ost Cost Unit ost Cost S Ho I° ,3 2 0 o Ist. D_fflc 8'00 cost /7000 o TOTAL z NORMAL % GOOD ---- /00 R. C. L. N. D. 0 — f r JOB NUMBER >>#9327 STRUCTURAL CALCULATIONS FOR PROJECT >}RESIDENCE ADDITION NAME >)JIM ARNOLD ADDRESS >>BUTTE COUNTY, CALIFORNIA BRUNTO AND HAWKINS - ENGINEERING 24 CONSTITUTION DRIVE SUITE A' CHICO, CALIFORNIA 9542E HA •:916! 895-1125 . 0. NOTE; QF -CI REFERENCE PLANS BY OTHERS: O JUDGEMENT OR OPINION IS RENDERED OR IMPLIED REGARDING ASPECTS OF THIS STRUCTURE NOT SPECIFICALLY NOTED HEREIN. q3-2�� Sulam oPErrr APPR V1 W 73 x �' 2 w -1 ' r SKS s -y c, s �J2w 3 -32/2, -t- 1l t + `� �, ala) +, 0 2- = , 4-17.7 � �Q 1312 C. 0 4� + C3.1,5�2 -r 32/v 4-1� , o r Lk 4-q 6 r/ 3 o So. K i r oar 3-4�-4 &vj. tiSBM 4 9:50 AN --%21-9-3SIMPLE -------------------------------------- ------------------- - rte RE- SPAN AFAN -:UNIFORM LOAD DESCRI IOP! >> F5 -1 ---------------PAN DATA------------;-------------- t --------------- (L) 21.750 FEET :LDF :> 1.00 - ----------------- -------------ACTIONS--------------------------------- UNIFORM DEAD LOAD : .477- KIPS/FT 44 i TL UNIFORM LIVE LOAD .593 KIPS/FT 56 r', TL UNIFORM TOTAL LOAD > 1. 07 5"' KIPS/FT END REACTIONS ........................... DEAD LOAD ) 5.1187 KIPS LIVE eLOAD ) 503 AIF•- TOTAL LOAD ; 1i 691r% IPS DE51GN LOADS ................... .. TOTAL LOAD MOMENT (M) i 63.56 FT -KIPS <WTLBL2/8) TOTAL LOAD SHEAR ('d) > 11.691 KIPS <14TL4L!2? --------------------------LUMBER DESIG VALUES -------------------------- BASE VALUES SPECIES GRADE Fb Ft Fv Fc1 Fell E DFGL 24r' -V4 24010 1150 165 650 1650 1800000 - MEMBER ACTUAL WIDTH ) 6.750 INCHES MEMBER ACTUAL DEPTH ) 18.000 INCHES REPETITIVE•(Y!N)? i N SI?E FACTOR Cf (APPLY TO Fb) ) .956 SI%E FACTOR Cf (APPLY TO Ft) ' i.Avoo 517E FACTOR Cf (APPLY TO Fc[L) 1,000 REPETITIVE MEMBER FACTOR Cr ) 1.01150 Is compression flange laterally supported ?=) Y lu ) .000 FEET le i ,000 FEET Slenderness factor CS ) iulr CP. 22.210 Adjustment factor ` 1.000 ADJUSTED VALUES SPECIES GRADE Fb Ft Fv Fc1 Fcf E QFGL 24F -U4 2294 1150 165 6511; 1650 180000)x, --------------------------------BEAM DATA ------------------------------- Re duce shear for depth of beam from support?) N S REQUIRED :> '3'.495 IN''3 Fb 2294 PSI A REQUIRED ) 106.278 iN'2 Fv ) 165 F'3I USE ) 6.750 IN. X '18.000 IN. O y t S ACTUAL ) X64.566 )) 332,485 <OK) A ACTUAL > 121,500i:) 106.278 <;iiK) I ACTUAL ) 3280.500 --------------------- =-------DEFLECTIONS------------------------------- E ) 18060no Psi, TOTAL LOAD DEFLECTION ) .917 1N. L/ ?85 ,,K) LIVE LOAD DEFLECTION > .510 IN. LJ 512 <00 DEAD LOAD DEFLECTION ! .407 IN, MINIMUM CAMBER .610 IN. (1.5tDL DEFLECTION) -------------------------- CHECKIMIN. BRG. AREA-------------------------- MIN. AREA r 17.986 IN''2. MIN, LENGTH ) 2.665 IN, ASS1JMI-?!G FULL WIDTH BEARING SSBM 4 1:0 AM ----------7--------------=---------------------------------------------- REV 2-11-93 SIMPLE SPAN BEAM - UNIFORM LOAD 3/ 8/93 ------------------------------------------------------------------------ DESCRIPTION >>FB -1 LOAD CASE 2 --------------SPAN DATA ------------ :-------------- GENERAL ------ SPAN (L) > 21.750 FEET !LDF > 1100 --------------------------------ACTIONS----------------------- UNIFORM DEAL' LOAD > .354 LIPS/FT 44 '/. TL UNIFORM LIVE LOAD ) .446 KIPS/FT 56 X TL UNIFORM TOTAL LOAD > .800 KIPS/FT END REACTIONS ........................... DEAD LOAD > 3.850 KIPS LIVE LOAD ) 4.850 KIPS TQTAL.LGAD > 8.700 Kips DESIGN LOADS..... I ...................... TOTAL LOAD MOMENT (M) > 47.306 FT -KIPS CWTLIL^'_/8> TOTAL LOAD SHEAR (U) r 8.100 KIPS ;aiTL.L/2> --------------------------LUMBER DESIGN VALUES ---------------- BASE VALUES SPECIES AnF Fb Ft Fv Fci Fci DFGL 24F -V4 2400 1651 650 ; MEMBER ACTU1 DTH 5.1H INCHES MEMBER ACTUAL DEPTH 18.000 NC -HES REPETITIVE (Y/N)? > ry rr SIZE FACTOR Cf (APPLY TO Fb) .956 C SIZE -ACTOR Cf (APPLY TO Ft) > 1.000 SIZE FACTOR Cf (APPLY TO Fcu) > 1.000 REPETITIVE MEMBER FACTOR Cr > 1.000 is COMPre=_sion flange laterally suaported ?_> ' Y- lu > .000 FEET le >.000 FEET Slenderness factor Cs > .000 C,k > 22.210 Adjustment factor ? 1.000 ADJUSTED VALUES E SPECIES GRADE Fb Ft Fv Fcl FcA E DFGL 24F -V4 2294 1156 165 6ir 1650 1800000 --------------------------------BEAM DATA --------=---------------------- Reduce shear for depth of beam from support?> N S.REQUIRED '> 247.43_• INA Fb > 2294 Psi A REQUIRED > 79.091 IN'2 Fv - > 165 PSI USE > 5.125 IN, X 18.000 IN. SJ ACTUAL > 276.750 » 247.431 X01() A ACTUAL > 92,250 » 79.091 COY,> 1 ACTUAL > 2490.750 ------------------------- ----- DEFLECTIONS ------------------•------------- E > 1801006 PSI TOTAL LOAD DEFLECTION > .698 IN. L/ 290 <:00 LIVE LOAD DEFLECTION > .501 IN. L/ 521 OK> DEAD LOAD DEF LECTION 398 IkJ. MINIMUM CAMBER > .596 IN. (1.5*L DEFLECTION:: --------------------------CHECK MIN'. BRG. AREA---------------- MIN. AREA 1.;.385 INA:l MIN. LENGTH 2,612 IN. ASSUMIPJG FULL WIDTH GEARING a 42-381 50 SHEETS EYE -EASE® 5 SOUARE 42-382 10D SHEETS EYE -EASE, 5 SOUARE 1 •I National @Brand 42-388 200 SHEETS EYE -EASE° 5 SOUARE 42-392 10D RECYCLED WHITE 5 SOUARE 42-39920D RECYCLED WHITE 5 SOUARE ----------------------------------------------- REV 4-3-92 LATERAL DESIGN DATA DESCRIPTION >> CQ. p(KSF) DIRECTION ------------------------------------------------------------------------- WALL CORNERS 2.00 .0267 OUTWARD -------------------------------GEPdERAL DATA------------------------------ EXPOSURE > B Ce > .62 EAVES OR RAKES 2,80 HEIGHT EXP. D EXP, C EXP. B UPWARD ROOF RIDGES AT ENDS OF BUILDINGS 15.00 1.39 1.06 .62 OR EAVES AND ROOF EDGES AT BUILDING BASIC WIND SPEED :> 00.00 qs > 16.40 CORNERS IMPORTANCE FACTOR) 1.10 UPWARD EAVES OR RAKES WITHOUT OVERHANGS METHOD > 1.00 NORMAL FORCE METHOD AWAY FROM BUILDING CORNERS AND ROOF PITCH > 6.00 IN 12 0 26.57 DEGREES p= Ce t Co t q5 1 I .0203 UPWARD PRIMARY FRAMES AND SYSTEMS DESCRIPTION Ce R(KSF) DIRECTION ------------------------------------------------------------------•------- WALLS WINDWARD WALLS .BO .008i INWARD LEEWARD WALLS .50 .0051 OUTWARD TOTAL WALL .0132 ROOFS: WIND PERPENDICULAR TO RIDGE LEEWARD OR FLAT ROOF .70 .0671 OUTWARD WINDWARD ROOF SLOPE 2:12 TO LESS THAN 9:12 .90 .0092 OUTWARD OR SLOPE 2:12 TO LESS THAN 9:12 .30 ,0031 INWARD ROOF TOTAL .0102 WIND PARALLEL TO RIDGE AND FLAT ROOFS .70 .0071 OUTWARD ELEMENTS AND COMPONENTS DESCRIPTION Cq p(KSF) DIRECTION ------------------------------------------------------------------------- WALL ELEMENTS ALL STRUCTURES 1,20 .0122 INWARD ENCLOSED STRUCTURES 1.10 .0112 OUTWARD OPEN STRUCTURES 1.60 ,016-1) OUTWARD PARAPETS 1.30 .0132 INWARD/OUTWARD ROOF ELEMENTS ENCLOSED STRUCTURES SLOPE LESS THAN 9:I2 1.10 .0112 OUTWARD OPEN STRUCTURES SLOPE LESS THAN 9:12 1.60 .0163 OUTWARD LOCAL AREAS AT DISCONTINUITIES DESCRIPTION CQ. p(KSF) DIRECTION ------------------------------------------------------------------------- WALL CORNERS 2.00 .0267 OUTWARD CANOPIES OR OVERHANGS AT EAVES OR RAKES 2,80 .0218-5 UPWARD ROOF RIDGES AT ENDS OF BUILDINGS OR EAVES AND ROOF EDGES AT BUILDING CORNERS .0365 UPWARD EAVES OR RAKES WITHOUT OVERHANGS AWAY FROM BUILDING CORNERS AND RIDGES AWAY FROM ENDS OF BUILDING 2.00 .0203 UPWARD ---------------------------------------------- REV 4-3-92 LATERAL DESIG?) DATA DESCRIPTION » -------------------------------GENERAL DATA ------------------------------ EXPOSURE > B Ce > .72 HEIGHT EXP. D EXP. C EXP. B - 25.00 1.50 1.19 .72 BASIC WIND SPEED > 00.00 os ? 16.40 IMPORTANCE FACTOR > 1,06 111ETH0D> 1.00 NORMAL FORCE METHOD ROOF PITCH > 6.00 IN 12 6 '> 26.57 DEGREES p=Ce&Cq gs9I PRIMARY FRAMES AND SYSTEMS DESCRIPTION ------------------------------------------------------------------------- Cq p{KSF) DIRECTION WALLS WINDWARD WALLS 110-10 .0094 INWAR-r, LEEWARD WALLS . 5;, i,i159 •OUTWARD TOTAL WALL .0154 ROOFS: WIND PERPENDICULAR TO RIDGE LEEWARD OR FLAT ROOF .70 .000: OUTWARD WINDWARD ROOF SLOPE Z i2 TO !_ESS THAN 9;12 .90 .0106 OUTWARD OR SLOPE 2:12 TO LESS THAN 9:12 .30 .0035 INWARD ROOF TOTAL 0110 WIND PARALLEL TO RIDGE AND FLAT ROOFS .70 .0003 OUTWARD ELEMENTS AND COMPONENTS DESCRIPTION Cq p{KSFJ DIRECTION ------------------------------------------------------------------------- WALL -ELEMENTS ALL STRUCTURES 1.20 .0142 INWARD ENCLOSED STRUCTURES 1.10 .01'0 OUTWARD OPEN STRUCTURES 1,60 .6109 OUTWARD PARAPETS 1.1'10 ,11154 INWARDIOUTWARD ROOF ELEMENTS ENCLOSED STRUCTURES SLOPE LESS THAN 9;12 1.10 .0130 OUTWARD OPEN STRUCTURES SLOPE LESS THAN 9:12 1.60 .0109 OUTWARD LOCAL AREAS AT DISCONTINUITIES DESCRIPTION Co o(KSF) DIRECTION MALL CORNERS 2.00 .0236 OUTWARD CANOPIES OR OVERHANGS AT EAVES OR RAKES 2.8-0 .0331 UPWARD ROOF RIDGES AT ENDS OF BUILDINGS OR EAVES AND ROOF EDGES AT BUILDING CORNERS 3.00 ,017754 UPWARD EAVES OR RAKES WITHOUT OVERHANGS AWAY FROM BUILDING CORNERS AND RIDGES AWAY FROM ENDS OF BUILDING 2.10 .0236 UPWARD I ........................................................ ............. Moc c fv 6112'JA © mains . S W � r z� 3zi C Z, O K . � t we s� . N ohow, z.ceo /,ne 3, 1b7 {2L � I`b,S/ 13,5 D + 12Y2(,o13-2-) 4 2,65 �o �-,IVVIT' (AAWaA,d 0-1� -E-,S,er,p. 4-S' o.S i 9 IZ 42-38 1 50 SHEETS EYE -EASE 5 SQUARE 42,82 100 SHEETS EYE -EASE 5 SOUARE �Pb9Na0onal@Brand 42-389 200 SHEETS EYE -EASE 5 SQUARE 42-392 100 RECYCLED WHITE 5 SQUARE 42-399 200 RECYCLED WHITE 5 SOUARE W4om U. S.A 1 T ri a a N_ 1-21 i \n� '(l p 1 s I z� .zzS Z6 -f- r--/ d- 4: r 12 4 o c 1 2 . -F- z) - 6 q- �-j ' VLe�-( It Jq UA- �t rixu'LL tiva¢¢ �V�'wv '✓� �� - z , 3- (, S� �4c e CS ( Sa�2 - L ¢ (did ✓1 6L H 0 M =00 mu IX o GK- OT- WAX (9/Z(. 0�.li�'�) 34, z Z 1� �"t�-� � �►�2�4-�2 �2;c �o 574 /G At 2-e 4z. 4-, todLame O - te C- V\3 U 3 2-rj o k-- C.;D ------------------------------------ ------------------------------------- REV 4-5-92 COLLECTOR FORCES ------------------------------------------------------------------------ -DESCRIP'TION }}FLOOR: 2 - LINE 2 ---------------------------------SUMMARY-------------------------------- V1 > 2.420 KIPS V2 } KIT'S LENGTH SUBJECT TO Vi } 22.000 FEET DIAPHRAGM SHEAR DUE TO V1 :> .110 KIPS/FT LENGTH SUBJECT TO V2 > FEET DIAPHRAGM SHEAR DUE TO V2 } KIPSiFT SHEAR PER FOOT - SHEARWALLS (v) } .227 KIPS/FT (SHEARWALL v} SEGMENT W/O WALL OPNG V1 V2 FORCE 3. 330 ',At _ .7. 336 Y , 000 5,510 �] 5.676 Y 39(1 4.000 "A 4.1000Y -.234 5.670 O 5,670 Y 234 ?.330 W 3.330 Y -.390 ------------------------------------------------------------------------ REV 4-5-92 COLLECTOR FORCES ------------------------------------------------------------------------ DESCRIF'TION )}FLOOR I - LINE i ---------------------------------SUMMARY-------------------------------- V1 } 1.870 KIPS' V2 } KIPS LENGTH SUBJECT TO V1 } 38-006 FEET DIAPHRAGM SHEAR DUE TO.V1 } ..049 KIPS/FT LENGTH SUBJECT TO V2 ) FEET DIAPHRAGM SHEAR DUE TO V2 } KIPS/FT SHEAR PER FOOT - SHEARWALLS (v) } .623 KIPS/FT (SHEARWALL v) SEGMENT W/D WALL OPNG U1 V2 FORCE 35.000 0 35.000 Y .000 3.0ii0 k: 3.000 Y -1.722 --------------------------- ---------------------------------------------- REV 4-5-92 COLLECTOR FORCES ------------------------------------------------------------------------ DESCRIPTION :>>FLOOR 1 - LINE 3.1 ---------------------------------SUMMARY-------------------------------- V1 } 5.690 KIPS V2 ` K.IF'S LENGTH SUBJECT TO V1 ? 21.150 FEET DIAPHRAGM SHEAF: DUE TO V1 } ,262 KIPS/FT LENGTH SUBJECT TO V2 } FEET DIAPHRAGM SHEAR DUE TO V2 KIPS/FT SHEAR PER FOOT - SHEARWALLS (v! :> .464 KIPS/FT (SHEARWALL v} SEGMENT W/Ci 14ALL LIP NG V1 V2 FORCE 9.500 0 9.500 Y OiiO 12.250 W 12.250 Y -2,485 f (q m FTGOTM 1:48 FM ------------------------------------------------------------------------ REV.12-30-92 STABILITY OF SHEAR19ALL FOOTING 3/ 8/93 DESCRIPTION >>LINE 1 FOOTING » WALL LENGTH > 3.000 FEET HOLDOWN FORCE > 4,960 KIPS Mat > 14.940 FT -KIPS ASSUME FOOTING LENGTH > 10.600 FEET Is wall centered on tie^ > N INPUT TOE LENGTH !0 IF CENTERED > 6.500 FEET TOE LENGTH IF CENTERED > '6.500 FEET HEEL LENGTH :> 1.100 FEET MINIMUM wdl OF FOOTING > .399 KIPS/FT ACTUAL FTG Mr > 22.416 FT -KIPS MINIMUM FTG Mr > 22.410 FT -KIPS ACTUAL EWdl FOOTING > 4.229 KIPS MINIMUM EWdl FOOTING > 4.2.28 KIPS ACTUAL FOOTING e > 3.532 FEET L!6 > 1.767 FEET RESULTANT OF FORCES IS NOT WITHIN MIDDLE 1/3 OF FOOTING ! MINIMUM FOOTING e . 3.533 FEET L/6 > 1.767 FEET RESULTANT OF FORCES IS NOT WITHIN MIDDLE 1/3 OF FOOTING ! ACTUAL STRESSES L' :> 5.303 FEET p MAXIMUM > 1.595 KSF MIN WIDTH",. .800 FEET p AT WALL FACE AT TOE > >3LO, KSF MAX MOMENT K19.929 )T -KIPS STRESSES AT MINIMUM FOOTING �-eQ� C G GS CM 7i L' > 5.300 FEET P MAXIMUM > 1.596 KSF MIN WIDTH> .800 FEET AT WALL FACE AT TOE '1 -,361 KSF MAX MOMENT > 19.927 FT -KIPS ALLOWABLE SOIL BEARING > 1.500 KSF FOOTING/STEMWALL DATA STEM WIDTH ) .000 FEET STEM HEIGHT ? .000 FEET w > .000 KIPS/FT FOOTING WIDTH > 1.330 FEET FOOTING DEPTH > 2.000 FEET > .399 KIPS!FT w TOTAL > .399 KIPS/FT (OK:> 1.606 % M CAF 1:49 FM ----------------- --------------- =--------------------------------------- REV 12-31-92 CONCRETE SECTION MOMENT CAPACITY 3/ 8/93 ------------------------------------------------------------------------ DESCRIPTION ):>LINE 1 FOOTING ------------SECTION DATA -----------:---------MATERIAL CONSTANTS --------- b ) 16.000 IN F'c ) 2.500 K5I d ) 20.000 IN :Fy ) 40.000 KSI (, ` 850 :0 ) .900 --------------------------------LOAD DATA ------------------------------- SERVICE MOMENT M ) 19.930 FT -KIPS OVERLOAD FACTOR > I.300 `FIND OR EARTHQUAKE LOADS M�� } 25.909 FT -KIPS SEE CALCS As REOD. ) .58% IN INCLUDES 337 INCREASE SINCE p ACTUAL IS LESS THAN p MIN. --SUMMARY-------------------------------- ACTUAL As ).6>()INA' �►-- \—'- P MIP? ) p ACTUAL ) .0(119 ip=As/b$d) T ) 24.900 KIPS (T=As9Fy) a ) .7'19 IN. 4a=T/09F'c1b)) 0Mn ) 36.522 FT -KIPS :> Mu - SOK) --------------------------------=--------------------------------------- a Zt 3 01 10, ' r r 3 01 10, A� QII z) Zx I Z �Ioc-I�5 �2) L o NT C -S TO 5newh S fit. W/ 19 -8d- e !n-f'1e(J �-- t ��a ,rr pTQ� s 0 a.w y BUILDING Df?T �E 8 1 B �� w PBU501 COUNTY OF BUTTE PROPERTY SYSTEM PHYSICAL CHARACTERISTICS INQUIRY ASSMT: 028 180 042 000 02/18/93 14:12:10.3 OWNER: ARNOLD JAMES W SS DESC: 10897 LAPORTE ROAD COMMENT: 2818004200 CONVERTED 09/08/88 CODE AREA: 052004 USE CODE: AG DWELLING: 0001 ACRES: 51.65 = = = = = = = = = = = = = = = = = = = = = = = = = = = ZONING CONFORMITY: Y EFFECTIVE YR: -7& � ^ USE CONFORMITY: Y YEAR BUILT: 00 -- BUILDING CLASS: SHOP SQUARE FOOTAGE: 0 �-~~~--�-~'- =' NUMBER OF BEDROOMS: 0 NUMBER OF BATHS: 0.0 LAND TYPE: GARAGE: N POOL: N FIREPLACE: HEATING: COOLING: = = = = = = = = = = = = = = = = = = = = = = = = = = PA1 = NEXT PA2 = PREVIOUS PF7 = RETURN COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION 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 provi the ma" labor and mater for cons ruction of the proposed pro rty im ov men yes'or no) 2. ha /have no signed an application for a building permit the propos orl. 3. I have contr. . ted with the the person (firm) to provide the proposed construction: Name Address',, City Phone Contractors 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 City Phone Contractors 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 Owner Social Security tuber Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and • 1- 19832 of -the California health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. DU rb PAI 52- 1 461A. DU rb 6Q 52621 ✓: Re'turn to DPW AGRICULTURAL . STATEIALM OF ACKNOWLEDL:09M ,; �;'- FOR RESIDENTIAL DEVELOPt'SM Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent • 190-052621 ; Rec Fee to land or included within an area zoned Check for agricultural* purposes, and residents Recorded of this property may be subject to incon- Official Records veniences or discomfort arising from the County of use of agricultural chemicals, including, Butte but not limited to herbicides, pesticides, Candace Ji Grubbs and fertilizers; and from the pursuit Recorder ; of agricultural operations including, 11:53am 7 -Dec -90 ; but not limited to cultivation, plowing, T - spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. tural zones which have as a priority use for productive within said zones and on adjacent property should be or discomfort from normal, necessary farm operations. 2 - I 7J.00 7.00 .i a X 2 Butte County has established agricul- agricultural purposes, and residents prepared to accept such inconvenience All that real :property_ situate in the County of Butte, State of California, described as follows: SEE ATTACHED, EXHIBIT "A". Date: /3 1"o PROPERTY OWNERS: L�ir,►/L2.�G(� � State of On this the _3 day of _l(�o,�P,,� P,� 19 90, before me, the � SS. undersigned Notary Public, personally appeared County of JJ v ) B MPersonally known to me. 0 Proved to me on the basis of satisfactory evidence. OFFICIAL SEAL to be the personC.&r whose nameCR-r f_S RICHARD) ARNOLD subscribed to the within instrument and acknowledged that m NOTARY PUBLIC - CALIFORNIA YUBdI COUNTY executed the same for the purposes therein contained. IN WITNESS 'MY comm. expires JUN 7, 1991 WHEREOF, I hereunto set my hand and official seal. Present A.P. N toy Public 1 + 90-5.2621 EXHIBIT "A" ;I All that certain real property situate in the 'County of Bu%te, State of California, described as follows: i . PARCEL A: - ' All that portion of the Nortneast quarter of Section 12, Township 18 North Range East M.D.B. M. lying Southez•ly and Easterly of the � g 5 � D.B. ., Southerly and Easterlyboundary line of the Lpham Road, as described •, in Deed to the County of rutte recorded Ma• 12, 1976 in Book 2069 of Eut,e County Cf.icial records, at psge 61. EXCEPTING THEREFROM a cemetery in the Southeast corner of the Southwest quarter of said N-rtheast quarter, as described in Deeds, dated May 12, •1875 and recorded June 7, 1875 in Book 0 of Deeds at page 610; and dated November94g5; 1914 and recorded January 15, 115 in Book 147.of Dodds at page anal dated October 28, 1929 and recorded November 2, 1929 1n Book 22 of Official Racords, at page 472; and dated December 8, .-1971 and recorded December 13 1971 in Boor. 1720 of Official Records, I' at page 32, records of -Butte bounty California. s PARCEL Bs Parcell as shown on that certain Parcel Map being a portion of - ' Section 12 ' Township 18 North, Range 5 East, 1•I.D. B. & M-9 filed in the office of the Recorder, County cf Butte; State of California, on May 26, 1976, in Book.57 of Parcel -Maps, at page 41. I I• EXCEPTING THEREFROM that portion lying within the following described Parcel of lands , ! A cemetery its the Southeast corner -of the Southwest quarter of said ..?••••Northeast quarter as described in Deeds, dated May 12, 1875, and ' i=• recorded Juno 71 1875 in Book 0 of Deeds, at page 610; and dated November 99 1914 and recorded January 15, 1915 in Book 147 of Deeds, at page 481 and dieted October 28, 1929 and recorded November 2, 1929 In Book 22 of Official Records, at page 472; and dated December 8, 1971 and recorded December 13, 1971 in Book 1720 of Official Records, at page 329 Tecords of Butte County, California. PARCEL Cs All that portion of Lots 1 and 2, in Section 7, Township 18 North, Range 6 East, 14. D. B. & 14. lying Southerly of the Southerly boundary line o: 'the Upham Road, as described in Deed to the County of Butte, recorded May 12 1976 in Book 2069 of Butte County Offl,cial Records, at page 661, and lying Westerly of the centerline of the LaPorto Road. ENI3 OF OOCU',tCNT END OF DOCUMENT ! � � ^ \ � j 2 " � \�& \»f?`�� /�\ : � z or � 02 � �o � �a .� �& � o � S . >,� ..5��}�/��U/q . ... - COUNTY OF BUTTE _ BUILDING DIVISION �� a DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 N.. RETURN SERVICE REQUESTED ~ N� 4402 -�o r V S OCT f 4V 8 James Arnold. P.O. Box 428 T?anoor _ CA A5A14 ��9�4-vasa 0 Z 3 Erea w` 774 U.E. ►OETAOE �'��;,. ^��:. °��:,.•'�v,.�:.....:�::::::::��:�:::::�:::::::p::.;l: II•::::• Il....i!•..1� {f��iC II'a�ll ....Il....,ld:li .•....� IIS:::: �'�,II II:..:U II`.:::::Il��i,: ( ) No Such Number ( ) Unclaimed ( ) No Mail Receptacle ( ) Illegible ( ) Insufficient Address ( ) Refused ( ) Attempted—Unknown ( ) No Such St ( ) acant—Current Resident Only ( Not Deliverable as Addressed L959�' t October 14, 1998 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 638-7541 FAX: (530) 538-2140 James Arnold RE: Building Permit # 97-2235 P.O. Box 428 Expiration Date: 10/16/98 Bangor, CA 95914 A.P.# 028-180-042 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the categories marked below: [) Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit flee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For Your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all eogles of the application form. 91 No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. l A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the Oroville office. Thank you for your prompt attention concerning this matter. MCV:ahb Attachments Chico Office - 1469 Humboldt Rd/891-2751 Yours very truly, —Mic I C. V eira, C.B.O. Manager, Building Inspection Paradise Office - 747 Elliott Rd/872-6307 1:. ,�iLL•. j\ a a2 rh r Ltf „t �:..J .yt«pG, yp� i t:tf t6�a :} .,..:a!'i Qf n:. A• Y`.5.�) !J.fiw ,.•1 •,ay'• ,.'ti .: it9}i "', l.t, f �J �a�.i?Y�i`:� � .�'- �. '.?6 v�.lr{L. : f='�a . 1 ' w ` •. 'tr.r':Y�•t R•Cy ^ ..;�+ 1 .�. ;Y'rc � �M .' 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"ris' !;'�, �.:.i`• :�i) iyF....� f. 1 1�•;. t. ..;1:4 `��i` ....., i r `r,,�•++;�'�.lx?'?; !° i.I .. ••:..."l .. ,2 1:.t: (� _ - ,-t:; t,:i,. +•i':.,Ja. .'1'Jw ea",.aa .•. ,j _-j =�..t�_ �'_ : f!S> �• J., S!'r��:�::!a �'_� �1 tr :. ".:1i�' :�i:.IlYs t . 4'ti Pi• t•. rl i:a" .L..{fSf . s 1.:. ':1 . J:.: �„ .l r" Afll.Y4 it'V �'r U. 171?ii" .G:i ri#. '.!4 'JSTlfJ_ :? .•r y'L�.:Tw'i li;?ld:.`19Cy).i'!f �s!`i'F ',y'''tiLl' 7►1.^i;� 1"iA ..,: t" ✓J' .'J ..�"! ?a i:t: }1... ;:r.;,. a k. t � .}t -L:' h .i.?�.�3".r'3'' ;t �Iait)::�:''f 31.�t i •It:�:;iJr��,� .'.�'%1 n3 W.rt�f„ ?'.. '*'.� :JC':=r 'k^ :;ft','g;i y,,.titf ; �••at-"f•' • .. .. »`.:^ '?: .� . j' ~i'^„~_ �- rT t' r, ts:.''i, +`.)." T• ":.:ixlf?V :.°):ar4�:� is „•* � -1i ,+'a':w7., {?7 T � ��ttJ:.Y` •.n ,. .f, .�.. r, n 3r -p 9 srys.+la•��..,s al..j, .� tY:.l1. J.� Fq'.1+ Lyizi otiasa•° • •f .ai J. ri;!L•-�.(�1J•r. f:.::.�:� ti•� ;ltii„J .:f i.. :.L�1 :iii:i of vv;, 7r'i: i�.Dtt! Sb'."_,,C cki r 'o'l•i . .Ja11r1 vii1.. „�; lr �j. r �m)�N�rFa+��'Y✓..'*,Irfi'7�”nx�'•rrtiq�lcri.:3"TM�+cx�'r��:St Y�'W`.i+a�",�^w+ii��nr•ti.,. .. ...�,,.,, ,6,,,,,w+.....-.../..'y^�.v' '.'u*. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) " District{ r A.P. Number /e Jurisdiction Building Department No. City � County Property Owner R o�—tA A ZA10Z 0 Property Location/Address 1409-T7L,A l� ATE 12b Subdivison Lot No. Residential Development Et 0 Sq. Footage 7 No. of Living MHI Addition (Group R) Units Commercial/Industrial • 0 0 Sq. Footage New Addition (Including Exterior Roofed Areas) Building Departme epresentative Date (Floor Plans reviewed by School District Personnel) District Identification No. «; 0VYi WL& .1tC School District certifies that vt. dj ( Applica nt). ` 08 9 T r-tu v C. dj (Street Address) • (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. �/(J ' by payment of $ 0 r* 9l � representing % square feet. School District RepresentatNe Date Paid by Check Number / Remarks: Bank Number 1 y0– 79' Paid by Cash ✓-z-eL If; subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the' School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) -C- feeform.wkf (4/92) ..` _..� suite, L'ount _�OP� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 May 17, 1994 James Arnold RE: Building Permit #z�9384 P 0 Box 428 Expiration Date: 64 Bangor, CA .95914 A. P. # 028-18-0-042 -'-7- d d With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: [ ] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your' convenience, we are enclosing a renewal, application form and owner -builder form to be completed and signed by, you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. XXXXX. No. -inspections have been made on permit works Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If•our records are in error or should you have. any questions concerning this matter, please contact the <OkO.VILIE office. Thank you for your prompt attention concerning this matter. Yours very truly, Michael C.1 Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments Chico Office - 1469 Humboldt Rd/891=2751 Paradise Office - 747 Elliott Rd/872-6307 BALANCE OF FEES SHEEN' DATE: PERMIT #: R PARCEL #: ASSESSO OWNER'S NAME: � k� 4L7 �j L FEES. (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE (commercial only): $ SRA: $ COPY FEES ($1 or more) $ DRAINAGE $ BASIN BC RESIDENTIAL IMPACT County Wide Chico Urban El Medio North Chico Specific _ $ WATER TENDER FEES $ BATTALION # FEMA $ SMTP OTHER NUMBERS RECEIPT ( ) VIOLATION CHECK LIST A.P. # 028-18-0-042 Address 1944 robinson mill road, bangor Owner james w arnold Owner's Address 682 ROBINSON MILL ROAD Owner's Phone No. - Supervisoral District Tenant's Name Phone No. Type of Violation in Detail with Code Section Priority No. FAILURE TO FINAL SINGLE FAMILY AND DECKS Specific Plot Plan with C/V Noted _yes no Penalties Required 1st. Notice Sent 6/5/97 2nd. Notice Sent 10/6/97 ate Date Comments and/or Determination 7/9/97 OWNER IN WILL HAVE COMPLETE BY OCT 1, 1997 RE -CALL AT THAT TIME IF NOT FINALED SEND SECOND'LETTER --- SCOTT R. Disposition For Citation Citation —ate (Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) James W. Arnold 682 Upham Road Bangor, CA 95914 RE: Building Code Violation 1944 Robinson Mill Road, Bangor Dear Mr. Arnold: B E A U T Y DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 October 7, 1997 A.P.#028-18-0-042 This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated June 5, 1997 notifying you that you are in violation of the BCC _at the above -referenced location. As of this date, the following violations still exist: Failure to obtain approval of previous corrections and failure to obtain final inspection prior to occupancy and permit exi!iration for constr- uction of single family residence and covered and open decks in violation of the 1991 Uniform Building Code as adopted by Section 26- 1 of the Butte County Code as follows: (a) Section 301(a) Permits Required (b) Section 305(a) Inspections Required (c) Section 305(d) Inspection Approval Required before Use or Occupancy i The above violation shall be corrected or abated by you applying for a permit I to complete the work and paying the appropriate fees. After permit issuance and field authorization to proceed, the corrections mut be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this ffice and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days, from the. date of this letter, _enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for ( said violation(s) and for failing to comply with this warping letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and alNotice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Letter to James W.7wold RE: Building Code Violate 028-18-0-042 Page 2 October 7, 1997 Should you have any questions concerning this matter, lease contact Scott Rutherford or Michael Vieira in. this office at the address or telephone number listed above. Sincerely, MCV:dms My hael C. Vieira, C.B.O. Mager, B ilding Inspection OfOOF OF SERVICE BY I am over the age of 18 and not a party of this cause. I am a resident of and employed in the county where the mailing occurred My business address is: Building Division Department of Development Services - 7 County Center Drive Oroville, CA 95965 I served the foregoing SECOND NOTICE VIOLATION 'LETTER (A.P..0028-18-0-042) by enclosing a true copy in a sealed envelope and depositing said envelope in the United States mail with postage prepaid on 7TH. OF or US . i QQ7 and addressed as follows: JAMES W. ARNOLD 682 UPHAM ROAD BANGOR, CA 95914 I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration was executed on 10/7/97 at OROVILLE , California. Donna Sperling Office Assistant III �� ,suite Count L� BUILDING DIVISION DEPARTMENT DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVEE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 June 5, 1997 James W. Arnold 682 Upham Road Bangor, CA 95914 RE: Building Code Violation A.P. #: 028-18-0-042 1944 Robinson Mill Road Dear Mr. Arnold: This is a courtesy notice to notify you that you are in' violation of the Butte County Code, as follows, at the above referenced location: Failure to obtain approval of previous corrections and failure to obtain final inspection prior to occupancy and permit expiration for construction of single family residence and covered and open decks. Since permits and inspections are required for the above work, apply for the required permits to make corrections and complete project and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed.- This field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have questions concerning this matter, please contact Michael Vieira or Scott Rutherford in this office at the address or telephone number listed above. Yours very truly,. MCV:dms Mic ae4"', .-eira, C.B.O. Manager, Building Inspection cc: Assessor � � 7�/9y�a � ewe— ,� — .� ,�.,,� .�� EQ ArOz055q• 4 •466 5 M►-r� w. 05-0108 =' A20 028-180-042 HEICK -HANNS �• _ _ UNKNOWN C `.. -« - Ill • 7095MIN LAPORTE RD BANGOR w N - _ C ' - NEW CHEESE FACTORY - Q 3,671.83 - - 419167 ,` .. . 01/18/2005 r N, • _ ,, � - _ �r►rte Alm 03/01/2005 WD r. 1/18/05 sent to Willdan for p/c. 3/1/05 p/c Itr sent by Willdan. s _ • wF C...ti .+ s"• '''C� .� ' 3` �' Kms. � u C, R.'. � - . s STRUCTURAL CALCULATIONS FOR FREE STANDING COVER 2 BUBALUS CHEESE PLANT JOB NO. 04299 FOR: FRED BAND & ASSOCIATES PREPARED BY: B. HOMER DATE: 11/8/2004 CONTENTS DESIGN CRITERIA G1 ROOF PANELS PURLINS -1-4 5 FRAME LOADING & SECTION .6-7 POLE FOOTING ANALYSIS 8 - 9 APPENDIX D` APPENDIX "P" - PURLIN ANALYSIS P1 -9 APPENDIX "F" - FRAME ANALYSIS F1 istMILD PUS m -mon II APR 2.6 2005 WILLUAN effy ECEIVED MAR 15 2005 TikoFESS/Q� B. 2373 P OF N0. DATE BY DESCRIPTION REVISIONS JN ((D N N Q C W M O z Q W Lo Lo ch ~ U v-> C > m M 16 N N C< t2 L (DC E O L m (0 w w Ew W Z 0 z w JJ CL U �lOK 130UN °Y ollm R®\j BY: BGH DATE: 3/7/05 SUBJECT FREE STANDING COVER 2 SHEET NO. G1 CHKD. BY: DATE: FRED BAND JOB NO. 04299 DESIGN CRITERIA CODE 2001 C.B.C. LOADING ... ROOF LIVE LOAD: 20 PSF (REDUCIBLE) SEISMIC: ZONE = 3 TOTAL DESIGN BASE SHEAR Cv = 0.54 x Nv V= CVIW = 1.4723 x W Ca = 0.36 x Na RT R= 2.2 TOTAL DESIGN BASE SHEAR (NEED NOT EXCEED) I= 1 V=2.5CaIW F 0.2922 x W hn= 10.79 R Ct= 0.02 TOTAL DESIGN BASE SHEAR (NOT LESS THAN) Nv= 1 V= 0.11CaIW = 0.0396 x W Na= 1 S.D. (1) W.S.(1.4) = 1.4 SEISMIC ZONE 4 (NOT LESS THAN) * SOIL PROFILE TYPE Sd V= 0.8ZNyl = 0.0779 x W * SEISMIC SOURCE TYPE N.A. R * CLOSEST DIST. TO N.A. T=Ct(hn)10.75= 0.119 SEC KNOWN SEISMIC SOURCE WIND: Ce = 1.06 RIDGE HEIGHT = 11.583 FT. 75 MPH EXP C qs= 14.4 EAVE HEIGHT = 10 FT. 1= 1 MEAN ROOF HEIGHT = 10.79 FT. SOIL PRESSURE 1000 PSF PER TABLE 18-1-A OF UBC MATERIALS CONCRETE f = 2500 PSI at 28 DAYS STEEL A992 or A36 GRADE 50 WF & OTHER SHAPES AND PLATE A36 Fy=36 ksi PIPES A53 Fy=35 TUBES A500 GRADE B Fy=46 WOOD ALL LUMBER SHALL NOT EXCEED 19% MOISTURE CONTENT STRUCTURAL LIGHT FRAMING & APPERANCE NO 2 D.F. Larch LIGHT FRAMING NO 2 D.F. Larch STRUCTURAL JOISTS & PLANKS NO 2 D.F. Larch BEAMS & STRINGERS NO 2 D.F. Larch POST & TIMBERS NO 2 D.F. Larch UNLESS OTHERWISE NOTED * It shall be the Contractor's responsibilty to verify the moisture content and dry wood to 19% maximum moisture content or use kiln dried lumber. BY: BGH DATE: 3/7/05 SUBJECT FREESTANDING COVER 2 CHKD. BY: DATE: FRED BAND ROOF PANELS FOR PURLINS (a) 5'-0" SPACINGS: SEE PAGES 3 FOR PANEL DATA WDL = 1.00 PSF WLL = 20.00 PSF SPAN = 5 FT. FROM PAGE 3: FOR: 26 GA., 2 SPAN CONDITION WALLOW. = 80 PSF > 21.00 PSF OX CHECK WIND UPLIFT: @ AREAS OF DISCONTINUITY T.A. = 5.00 FT. x 3.00 FT. = 15.00 FT.2 Cq = 2.6 (MAX. UPWARD FOR ROOF) SHEET NO. 1 JOB NO. 04229 (Ce) (qs) (Cq) (1) WIND PRESSURE= 1.06 x 14.40 x 2.6 x 1.00 = 39.69 PSF ALLOWABLE WIND PRESSURE = 80 PSF (FROM PAGE 3) 39.69 < 80 PSF==> UPLIFT OX 26 GAGE B.H.P. HR -36 PANELS MIN. OR EQUIVALENT, W/ Fy =80 KSI, O.K. SEE PAGE 4 FOR SCREW DATA TRY: 3 -#12-14 x 1" SCREWS W/ 1/2" DIA. WASHERS PULLOUT = 850 LBS. = 283 LBS./SCREW 3.0 S.F. PULLOVER = 600 LBS. _ 200 LBS./SCREW 3.0 S.F. (S.F. = SAFETY FACTOR) ACTUAL UPLIFT = 39.69 x 5.00 FT. x 1 FT. = 198 LBS./SCREW W/ 12" SCREW SPACINGS 198 < 200 PSF ==> O.K. USE 3 - #12-14 x 1" SCREWS PER PANEL W/ 1/2" DIA. WASHERS MIN. - O.K. (PANELS ARE 3 FT. WIDE) V HR -36 26 & 29 Gauge Cladding Panels Featuring BHP Zincalume For Twice the Life! Zincalume combines the strength of steel with the corrosion resistance of aluminum for twice the life of zinc coatings. HR -36 is a through -fastened metal panel with full 36" coverage. HR -36 is predominantly used in industri- al roof and wall applications. Wider coverage means fewer panels to handle and install, saving time and money. Long spanning capability-, design provides superior load and span capacities, saving money in structural support. Quick, economical trim packages available as standard trim pieces that can be ordered by number. Crimp Curving available for a unique appearance. High tensile steel panels in 29 and 26 gauge panels available with several coating options: • Polyester paint system • SMP (Silicone Modified Polyester) paint system. Fiberglass skylight panels are available to match the profile of the metal panels. HR -36 (Typical Roof Application) 1-73/16"—1 (coated side) 1 I36" Net Coverage f Reversed HR -36 (Typical Wall Application) D_ 1 1/2" -'4-7 3/16"-0'I l(coated side) I36" Net Coverage I *OHP BHP Steel Building Products IDSA Inc. Sacramento - 800-726-2727, 916-372-6851 FAX 916-372-7606 Los Angeles - 800-272-2466, 909-823-0401 FAX 909-823-2625 Tempe - 800-551-2062, 602-598-1200 FAX 602-598-1219 Tacoma -800-7334955,253-3834955 FAX 253-272-0791 Salem - 800-272-7023, 503-390-7174 FAX 503-390-7443 Spokane- 800-776-8771,509-535-0600 FAX 509-535-1346 Anchorage -800478-2727, 907-349-2727 FAX 907-344-7095 Salt Lake City- 800-441-2477, 801-978-0888 FAX 801-978-9099 HR -36 Section. Properties.'.. Gauge Wt. S+ (lbs/ft) (in'/ft) 1+ (in'/ft) S– I– (in'/ft) (in'/ft) 29 0.74 .0623 26 0.98 .0895 .0582 .0825 .0562 .0592 .0839 .0838 *OHP BHP Steel Building Products IDSA Inc. Sacramento - 800-726-2727, 916-372-6851 FAX 916-372-7606 Los Angeles - 800-272-2466, 909-823-0401 FAX 909-823-2625 Tempe - 800-551-2062, 602-598-1200 FAX 602-598-1219 Tacoma -800-7334955,253-3834955 FAX 253-272-0791 Salem - 800-272-7023, 503-390-7174 FAX 503-390-7443 Spokane- 800-776-8771,509-535-0600 FAX 509-535-1346 Anchorage -800478-2727, 907-349-2727 FAX 907-344-7095 Salt Lake City- 800-441-2477, 801-978-0888 FAX 801-978-9099 � HR -36 HR -36 Panels Allowable Span (ft -in) Load (psf) Load/Span Table 15 20 25 30 35 40 10'-0" SS f 9-9 8-6 7-7 7-0 6-6 6-1 18 7 14 5 U180 7-0 614 5-11 5-6 5-3 5-0 29 DS f 9-3 8-1 7-3 6-7 6-2 5-9 Gauge 20 U180 9-3 8.1 7-3 6-7 6-2 5.9 TS f 104 9-0 8-1 7-5 6-10 6-5 105 67 44 U180 8-7 7-10 8-1 6-10 6.6 6-3 133 SS f I1-7 10-1 9-1 84 7.9 7-3 UI80 113 U180 7-10 7.1 6-7 6-3 5-11 5-8 DS f 11-3 9-10 8-10 8-1 7-6 7-0 26 Gauge U180 11-3 9-10 8-10 8-1 7-6 7-0 TS f 12-7 10-11 9-10 9-0 84 7-10 38 30 24 U180 9-8 8-10 8-2 7-8 7 4 7-0 Notes: • Steel conforms to ASTM A792 (Zincalume�) 80,000 psi minimum yield.. • Values are based on the American Iron and Steel Institute (AIS 1) 'Specifications for the Design of Cold -Rolled Steel Structural Members" (1986 edition, with 1989 Addendum). • Span/Load combinations to the right of the bold line apply to walls only. Specifications subject to change without notice. 3 HR -36 Panels Allowable Uniformity Distributed Load (psf) Span Load/Span Table 4'-0" 5'-0" 6'4" 7'-0" 8'4" 9'-0" 10'-0" SS f U180 93 79 59 41 41 24 30 15 23 10 18 7 14 5 ?JE� DS f 84 53 37 27 20 16 13 29 Gauge U180 79F 53 37 27 20 16 12 TS f 105 67 46 34 26 20 16 U180 105 67 44 28 19 13 10 SS f 133 85 59 43 33 26 21 UI80 113 58 33 21 14 10 7 DS f 125 80 55 40 30 24 19 26 Gauge U180 125 80 55 40 30 24 17 TS f 156 100 69 50 38 30 24 U180 156 100 63 40 27 19 14 Loading Table Legend f -Load limited by flexural bending stress L -Span Uxxx-Load limited by deflection SS -Single span 1-�- DS -Double span TS - Triple span OBHP BHP Steel Building Products USA Inc. :........:..f.—A „o Quo Q-1 in A w., I'M ... uii. is r. :. mow.•= �•:1r�:..:wri+►^�rMi!O,'.wn T. ��.f. "+ ire•..,.. " "r. ..... ... ...:. ..:... . a. ':Y�LYI�!I. :W n:•'r .. y:.. With Teks self -drilling fasteners, a strong,••positive:+,-.'F"M':. '.STRENGTH CHARACTERISTICSw�" mechanical fastening is assured every time. Test TEKS SELF -DRILLING FASTENERS sults shown here clearly indicate that the strength of =-�-~ -- ---- =' a Teks fastening far exceeds normal building load Fastener Fastener requirements. Variations in the physical properties of ., Fastener size Min. Tensile Torque Strength Shear (Pounds) • (Inch -Pounds) (Pounds) the steel will cause some changes in the loading "'_ �_.- : .. 10-16 - 2100 61 " 1400 characteristics of the fastenings as shown In the�iest • : 10-24 _:�" 2350 65 "` ' `' 1500 results. This data however, provides a meaningful. ref- 12-14 2900 92 2000 erence in determining the strength of Teks fastenings. �4 : 12-24 3250 ` 100 Teks fasteners are available with all conventional commercial platings. It is recommended that Teks fas- teners have a minimum of .0003" Cadmium plating for exterior applications. PULL OUT Pittsburgh Testing Laboratory conducted a series of tests to determine the amount of force required to pull out #12 diameter Teks self -drilling fasteners compared to the amount of force required to pull out #14 diameter Type A sheet metal screws. The sheet metal screw was driven into a pre -drilled hole, .187'. IN 16 GAUGE IN 14 GAUGE FASTENER METAL METAL #12-14 Teks/2 970 lbs. 13261bs. #14 Type A 1073 lbs. 1634 lbs. Test results, in 50,000 psi steel, show that pull out strengths for the #12-14 Teks/2 are considerably be- yond what is required in any metal building application. Buildex engineering tests have determined the pull out strength of the standard # 12-1.4 Teks/2 in various metal thicknesses as shown in the chart below. The MB/w fastener for assembly of metal sheet to wood was also tested. The pull out value for this fas- tener in soft pine exceeded 700 lbs. PULL OUT VALUES #12-14 TEKS/2 SELF -DRILLING FASTENER 1/4-14 3800 150. 2600 1/4-20 4225 155 2700 PULL OVER A wide range of tests, conducted by the Buildex engi- neering department, show that the metal sheet, not the fastener, is the weakest part of the assembly system. While it takes considerably less force to pull the sheet over the fastener than it does to pull the fastener out of the sheet, the pull over point is still well above nor- mal building load requirements. The force -required for pull over is determined by the thickness of the metal sheet and the bearing area of the fastener washer or washer face. Four different washer types, assembled to standard #12-14 Teks/2 self -drilling fasteners, were used to measure pull over values for various thicknesses of 33,000 psi minimum yield metal sheet. The washers were: 1/z"O.D. metal cone and sealing washer, Type S Sri" O.D. Square Cone and sealing washer 1/2"O.D. TwinSeal washer 1/211O.D. Panel Match washer PULL OVER VALUES 12-14 TEKS/2 SELF -DRILLING FASTENER i BY: BGH DATE: 3/7/05 SUBJECT FREE STANDING COVER 2 CHKD. BY: DATE: FRED BAND C PURLINS Cad 5'- 0" FROM 1996 AIS/ SPECIFICATION SECTION C3.1.3: MAIN SPAN = 14.5 FT. TRY: 8 x 2 1/2 x 16 GAGE C PURLINS Fy = 55 KSI T.W. = 5 FT. Qb = SHEET NO. 5 JOB NO. 04299 1.67 (C3.1.3) DL = 2.00 PSF wDL = 2.00 x 5.00 = 10.00 #/FT. LL = 20 PSF wLL = 20.00 x 5.00 = 100.00 #/FT. Cq = 1.30 - 0.30 = 1 (FOR TRIBUTARY AREA) WIND PRESSURE= 1.06 x 14.40 x 1.00 x 1.00 = 15.26 PSF UNIFORM WIND LOAD.= 76.3 LBS.IFT. * SEE PAGES P1 - P7 FOR PURLIN ANALYSIS CHECK FOLLOWING CRITERIA: MEMBER DEPTH = 8 IN. ==> MEMBER DEPTH < 11 1/2 IN. O.K. MEMBER THICKNESS = 0.0598 IN. FLANGE WIDTH = 2.5 IN. FLAT FLANGE WIDTH = 2.125 IN. DEPTH TO THICKNESS RATIO = 134 60 <= d/t RATIO <= 170 O.K. DEPTH TO FLANGE WIDTH = 3.2 depth/flange width <= 4.5 O.K. FLAT WIDTH TO THICKNESS OF FLANGE = 35.5 16 <= flat width/flange thickness <=43 O.K. LAP LENGTH = 0 IN. (SIMPLE SPAN) MEMBER SPAN = 14.5 FT. < 33 FT. ==> MEMBER SPAN IS O.K. ARE SPANS IDENTICAL ("Y" FOR YES & "N" FOR NO): N VERIFY THAT LONGEST SPAN MEMBER IS NOT 20% GREATER THAN THE SHORTEST SPAN MEMBER ARE FLANGES PREVENTED FROM MOVING AT SUPPORTS ("Y" FOR YES & "N" FOR NO): Y MEMBER IS O.K. ** INSULATION SHALL BE GLASS FIBER BLANKET 0-6 IN. THICK COMPRESSED BETWEEN THE MEMBER AND PANEL IN A MANNER CONSISTENT WITH THE FASTENER BEING USED. ** FASTENER TYPE: MINIMUM NO. 12 SELF -DRILLING OR SELF -TAPPING SHEET METAL SCREWS OR 3/16 IN. RIVETS, WASHERS 1/2 IN. DIAMETER. ** FASTENERS SHALL NOT BE STANDOFF TYPE SCREWS. ** FASTENERS SHALL BE SPACED NOT GREATER THAN 12 IN. ON CENTER AND PLACED NEAR THE CENTER OF THE BEAM FLANGE. USE 8 x 2 1/2 x 16 GAGE CEE PURLINS @ 5'-0" O.C. W/ A BOTTOM FLANGE BRACE LOCATED 2'-6" FROM CENTER FRAME ON BOTH SIDES (SEE PG. P1) '; BY: BGH DATE: 3/7/05 SUBJECT FREE STANDING COVER 2 CHKD. BY: DATE: FRED BAND CENTER FRAME LOADING: SEE PG. 7 FOR SECTION OF FRAMES LOADS: SHEET NO. 6 JOB NO. 04299 WD.L. = ** 2.00 PSF x 15 FT = 29 LBS./FT. (FRAME SELF WEIGHT INCLUDED IN ANALYSIS) WL.L. = 16 PSF x 15 FT = 232 LBS./FT. (TA. = 17.333 x 14.5 = 251 SQ. FT.) SEISMIC: PSEiSMiC = 0.2922 x WD.L. (FROM PG. G1) PSEiSMiC = 0.2922 x 5.00 x 15 x 17 = 367 LBS. APPLIED @ JOINT 4 WIND: qS = 1.00 x 14.40 = 14.4 PSF (UBC 1624 NOT APPLICABLE) W.L. CASE 1: MONOSLOPE STRUCTURE WINDWARD ROOF: 0.70 x 14.40 x 1.06 x x 15 = 155 LBS./FT. (OUTWARD) SEEPAGES F1 -F11 FOR D.L. + L.L. & D.L. + W.L. ANALYSIS. OUTSIDE FRAME LOADING: LOADS: WD.L. = 2.00 PSF x 8 FT = 15.5 LBS./FT. (FRAME SELF WEIGHT INCLUDED IN ANALYSIS) WL.L. = 20 PSF x 8 FT = 155 LBS./FT. SEISMIC: PSEiSMiC = 0.2922 x WD.L. (FROM PG. G1) PSEiSMiC = 0.2922 x 5.00 x 8 x 21 = 236 LBS. APPLIED @ JOINT 4 WIND: qS = 1.00 x 14.40 = 14.4 PSF (UBC 1624 NOT APPLICABLE) W.L. CASE 1: MONOSLOPE STRUCTURE WINDWARD ROOF: 0.70 x 14.40 x 1.06 x x 11 = 112 LBS./FT. (OUTWARD) ** SEE PAGES F12 -F22 FOR D.L. + L.L. & D.L. + W.L. ANALYSIS. NEW FRAMES, AS SHOWN ON PG. 7, W/ NEW MEMBERS AS CALLED OUT ON PG. 7 ==> O.K. C-Goreo-- F �Z 6\\ oo-rS\mac 0 �\\ 0 ral cavJM�S \ l - pl/q\ m L, -J $y,.© Lq5 rAR w �►�� t C� ovZS�D�. Fp�1CS CZVJ MtJ V"k-S2'/,�t. ( U"Y, G� Gu 8 <-Q MI d( BY: BGH CHKD. BY: DATE: 11/08/04 SUBJECT FREE STANDING COVER 2 DATE: FRED BAND POLE FOOTINGS FOR 3" DIA. STANDARD PIPE COLUMNS: SHEET NO. 8 JOB NO. 04299 MAX. MOMENT FROM FRAME ANALYSIS @ BASE OF COLUMNS: M MAx_ = 2012 FT. - # (FROM PG. F10 — SEISMIC) COORESPONDING SHEAR = 201 # EQUIVALENT HEIGHT= 10.010 FT. SEE PG. 9 FOR STABILITY ANALYSIS OF POLE FOOTINGS. MAX. AXIAL LOAD FROM FRAME ANALYSIS: P MAX DOWN = 2479 # (FROM PG. F3) P MAX DP = 782 # (FROM PG. F7) RESISTANCE FROM 12" DIA. FOOTING: P ALLOW. = 1500 (2 x 7c x 0.500 ) x 4.50 = 3534 # 6 3534 > 2479 POLE FOOTING IS O.K. PROVIDE A l'— 0" DIAMETER x 4'- 6" DEEP POLE FOOTING @ ALL 3" DIA. STANDARD PIPE COLUMNS, TYP. a 19 Title : Job # Dsgnr: BGH Date: 5:17PM, 8 NOV 04 Description: POLE FOOTINGS FOR PIPE COLUMNS Scope : User:M 00671, Ver 5.8.0, 1 -Dec -2003 Pole Embedment in Soil (c)1983-2003 ENERCALC Engineering Softare Description FOOTINGS FOR 3" DIA. STANDARD PIPE COLUMNS General Information Max Passive Load duration factor Pole is Circular Diameter No Surface Restraint Moments @ Surface... Point load Distributed load Without Surface Restraint... Required Depth Press @ 1/3 Embed... Actual Allowable Page 1 2,010.00 ft-# Total Moment 0.00 Total Lateral 4.375 ft Z— �j b I DIN 383.56 psf 383.92 psf 2,010.00 ft-# 201.00 lbs Code Ref: 1997 UBC section 2907g2, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 200.00 pcf Applied Loads... 1,000.00 Psf Point Load 201.00 lbs 1.333 distance from base 10.000 ft 12.000 in Distributed Load 0.00 #/ft distance to top 3.000 ft distance to bottom 0.000 ft 2,010.00 ft-# Total Moment 0.00 Total Lateral 4.375 ft Z— �j b I DIN 383.56 psf 383.92 psf 2,010.00 ft-# 201.00 lbs Y �LX 'C�—Pct �y Ftp -. 41kJlflt/ft -.11 k/ftAk/ft-./ft -.11 k/ft AAAAAAAAAAAAAAAAAAAAAAAAA/��AAAAA.AAAAA \AAAAAAAAA/\AAAAA/\A/\AAAAAAAAIM"/ 2 6 3 7 4W4 5 0.661 0.904 1.955 is Cot' Loads: LC 1, DL + LL Results for LC 1, DL + LL Reaction units are k and k -ft Gerard Homer and Associates PURLIN ANLYSIS BGH Nov 8, 2004 at 4:15 PM 04299 SHADE 2 04299_SHADE2PRLNS.r2d P rCompany Gerard Homer and Associates No 8, 2004 Designer BGH 4:17 PM Job Number: 04299 SHADE 2 PURLIN ANLYSIS Checked By: Global Display Sections for Member Calcs 3 Max Internal Sections for Member Calcs 99 Include Shear Deformation Yes Merge Tolerance in .12 P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD NDS Wood Code NDS 91: ASD NDS Temperature < 10OF Concrete Code ACI 1999 Number of Shear Regions 4 Region Spacing Increment in 4 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Cold Formed Steel Design Parameters . -. - ..... v;_ n..., Member Primary Data rte_..:.._ 1 T.. 11An1c of flc n D.d- 1 M1 N1 N2 C 8x2 1/2x16 CS Beam AISI 55 Typical 2 M2 N2 N6 C 8x2 1/2x16 CS Beam AISI 55 Typical 3 M3 N6 N3 C 8x2 1/2x16 CS Beam AISI 55 Tvpical 4 M4 N3 N7 C 8x2 1/2x16 CS Beam AISI 55 Typical 5 M5 N7 N4 C 8x2 1/2x16 CS Beam AISI 55 Typical 6 M6 N4 N5 C 8x2 1/2x16 1 CS Beam I AISI 55 Typical Member Advanced Data . . .. _ _ _ ^-'---- . .. cc__.r:_, I'.u.....r:.., Tin ^-I. oL,..ninnl TnAA In�Mivc RISA -2D Version 6.0 [C:\RISA\04299_SHADE2PRLNS.r2d] Page 1 V3 Company Gerard Homer and Associates Nov 8, 2004 Designer BGH 4:17 PM Job Number: 04299 SHADE 2 PURLIN ANLYSIS Checked By: Cold Formed Steel Section Sets Label Shane Desion List Tvne Material Design Rules A fin2l 1(90,270) i..l (0-180) in .. 11 C 8x2 1/2x161 C 8 x 2 1/2 x 16 GA. I CS Beam AISI 55 1 Typical .83 .674 1 7.864 Cold Formed Steel Properties Label E fksil G fksil Nu Therm 1 E5 F Densityf kIftA31 Yieldfksil Ultimate ksi 1 A570 33 29500 11346 .3 .65 .49 33 1 52 2 A607 C1 55 29500 11346 .3 .65 .49 55 70 3 AISI 55 29500 11346 .3 1 .65 1 .49 1 55 55 Joint Reactions r ininf 1 nhol X rkl Y rkl MZ fk-ft] 1 1 vV N2 Vv 0 .661 0 2 1 N3 0 1.955 0 3 1 N4 0 .904 0 4 1 Totals: 0 3.52 5 1 COG (ft): X: 16 Y: 0 Member Section Deflections r IUlcmhor 1 nhcl Cor Y tint v finl (n) L/v Ratio 1 1 M1 1 0 .027 NC 2 -.028 .003 2 0 .013 NC 3 4 1 M2 1 3 0 0 NC 4 1 M2 1 0 0 NC 5 .659 7 1 M3 2 0 -.206 817.713 6 3 0 -.06 NC 7 1 M3 1 0 -.06 496.717 8 2 0 -.021 1457.222 9 3 0 0 NC 10 1 M4 1 0 0 NC 11 2 0 -.013 2269.742 12 3 0 -.046 652.343 13 1 M5 1 0 -.046 NC 14 2 0 -.173 958.941 15 3 0 0 NC 16 1 M6 1 0 0 NC 17 2 0 .051 NC 18 3 0 .1 NC Member Section Forces I f, RA. -her 1 ohol cow GYinlrkl ShParfkl Momentfk-ftl 1 1 M1 1 0 0 0 2 2 0 -.028 .003 3 3 0 -.055 .014 4 1 M2 1 0 .606 .014 5 2 0 -.054 -1.644 6 3 0 -.714 .659 7 1 M3 1 0 -.714 .659 RISA -2D Version 6.0 [C:\RISA\04299_SHADE2PRLNS.r2d] Page 2 1 Company Gerard Homer and Associates Not, 2004 Designer BGH 4:17 PM Job Number: 04299 SHADE 2 PURLIN ANLYSIS Checked By: Member Section Forces (Continued) 8 2 v 0 -.851 1.637 9 3 0 -.989 2.787 10 1 M4 1 0 .966 2.787 11 2 0 .829 1.666 12 3 0 .691 .716 13 1 M5 1 0 .691 .716 14 1 2 0 .031 -1.45 15 3 0 -.629 .344 16 1 M6 1 0 .275 .344 17 2 0 .138 .086 18 3 0 0 0 Member Section Stresses C.... A..:-ir6.:l cf...n.fLn:l Tnn Qonrlinnf4cil Rn} Rcnllinnf4cil 1 1 M1 1 0 0 0 0 2 45.676 7.845 2 0 -.074 -.021 .021 3 C 8 x 21/2 x.. .363 3 0 -.147 -.084 .084 4 1 M2 1 0 1.621 -.084 .084 5 2.5 .407 2 0 -.144 10.031 -10.031 6 C5.2.1-2 4 3 0 -1.908 -4.023 4.023 7 1 M3 1 0 -1.908 -4.023 4.023 8 1 M5 2 0 -2.276 -9.994 9.994 9 45.676 3.03 3 0 -2.644 -17.013 17.013 10 1 M4 1 0 2.583 -17.013 17.013 11 1 1 .85 2 0 2.215 -10.167 10.167 12 3 0 1.848 -4.371 4.371 13 1 M5 1 0 1.848 -4.371 4.371 14 2 0 .083 8.85 -8.85 15 3 0 -1.682 -2.098 2.098 16 1 M6 1 0 .735 -2.098 2.098 17 2 0 .368 -.525 .525 18 3 0 0 0 0 Member AISI Cold Formed Steel Code Checks (By Combination) ..f01 fl -i T-r6i AA -r6 ffl !`h ism Cn 1 1 M1 C 8 x 21/2 x.. .003 .5 .023 .5 24.322 45.676 7.845 1 .85 05.2.1-2 2 1 M2 C 8 x 21/2 x.. .363 12 .293 12 24.322 45.676 3.03 1 .85 C5.2.1-2 3 1 M3 C 8 x 21/2 x.. .593 2.5 .407 2.5 24.322 45.676 7.845 1 .85 C5.2.1-2 4 1 M4 C 8 x 21/2 x.. .593 0 .397 0 24.322 45.676 7.845 1 .85 C5.2.1-2 5 1 M5 C 8 x 21/2 x .. .395 0 .284 0 24.322 45.676 3.03 1 .85 05.2.1-2 6 1 M6 iC 8 x 21/2 x .. .073 0 .113 1 0 24.322 1 45.676 1 7.845 1 1 1 .85 C5.2.1-2 RISA -2D Version 6.0 [C:\RISA\04299_SHADE2PRLNS.r2d] Page 3 0 -1.013 Lpl 2S Ywf)� r- I. 1 �}✓ "(- w \�W 1 d 9fteJ 1, Loads: LC 2, DL + WL Results for LC 2, DL + WL Reaction units are k and k -ft Gerard Homer and Associates PURLIN ANLYSIS BGH Nov 8, 2004 at 4:18 PM 04299 SHADE 2 04299_SHADE2PRLNS.i2d P6 Company Gerard Homer and Associates Nov 8, 2004 Designer BGH 4:18 PM Job Number: 04299 SHADE 2 PURLIN ANLYSIS Checked By: Joint Reactions LC Joint Label Y k MZ[k-ftl 1 2 N2 0 -.343 0 2 2 N3 0 -1.013 0 3 2 N4 0 -.468 0 4 2 Totals: 0 -1.824 5 2 1 COG (ft): X: 16 Y: 0 Member Section Deflections 1 C Mamhar I ahel Sar. x rinl v rinl (n) Uv Ratio 1 2 M1 1 0 -.014 NC 2 2 0 -.007 NC 3 3 0 0 NC 4 2 M2 1 0 0 NC 5 2 1 0 .107 1578.043 6 3 0 .031 NC 7 2 M3 1 0 .031 958.577 8 2 0 .011 2812.182 9 3 0 0 NC 10 2 M4 1 0 0 _ NC- 11 2 0 .007 4380.204 12 3 0 .024 1258.907 13 2 M5 1 0 .024 NC 14 2 0 .09 1850.588 15 3 0 0 NC 16 2 M6 1 0 0 NC 17 2 0 -.026 NQ 18 3 0 -.052 NQ Member Section Forces LC Memher Lahel Sec Axialfkl Shearfkl Momentlk-ftl 1 2 M1 1 0 0 0 2 2 0 .014 -.002 3 3 0 .029 -.007 4 2 M2 1 0 -.314 -.007 5 2 1 0 .028 .852 6 3 0 .37 -.342 7 2 M3 1 0 .37 -.342 8 2 0 .441 -.848 9 3 0 .512 -1.444 10 2 M4 1 0 -.501 -1.444 11 2 0 -.429 -.863 12 3 0 -.358 -.371 13 2 M5 1 0 -.358 -.371 14 2 0 -.016 .751 15 3 0 .326 -.178 16 2 M6 1 0 -.142 -.178 17 2 0 -.071 -.045 18 3 0 0 0 RISA -2D Version 6.0 [C:\RISA\04299_SHADE2PRLNS.r2d] Page 4 Company Gerard Homer and Associates Nov 8, 2004 Designer BGH 4:18 PM Job Number : 04299 SHADE 2 PURLIN ANLYSIS Checked By: Member Section Stresses n.-iinnrlreil 1 1 2 M1 1 0 0 0 0 2 45.676 7.845 2 0 .038 .011 -.011 3 C 8 x 21/2 x.. P.473 3 0 .076 .043 -.043 4 2 M2 1 0 -.84 .043 -.043 5 2.5 .211 2 0 .075 -5.198 5.198 6 C5.2.1-2 4 3 0 .989 2.085 -2.085 7 2 M3 1 0 .989 2.085 -2.085 8 2 M5 2 0 1.179 5.179 -5.179 9 45.676 1 3.03 3 0 1.37 8.816 -8.816 10 2 M4 1 0 -1.338 8.816 -8.816 11 1 .85 2 0 -1.148 5.268 -5.268 12 3 0 -.957 2.265 -2.265 13 2 M5 1 0 -.957 2.265 -2.265 14 2 0 -.043 -4.586 4.586 15 3 0 .871 1.087 -1.087 16 2 M6 1 0 -.381 1.087 -1.087 17 2 0 -.19 .272 -.272 18 3 0 0 0 1 0 Member ANSI Cold Formed Steel Code Checks (By Combination) -r., ..- 1 ..-rpl rn..rLl r-rLl RA-rL Hl e,k Y`m =nn 1 2 Mi C 8 x 21 /2 x .. .002 .5 .012 .5 24.322 45.676 7.845 1 .85 C5.2.1-2 2 2 M2 C 8 x 21/2 x.. P.473 5.51 .152 12 24.322 45.676 3.03 1 .85 05.2.1-2 3 2 M3 C 8 x 21/2 x., .307 2.5 .211 2.5 24.322 45.676 7.845 1 .85 C5.2.1-2 4 2 M4 C 8 x 2.1 /2 x.. .307 0 .206 0 24.322 45.676 7.845 1 .85 05.2.1-2 5 2 M5 C 8 x 21/2 x.. .415 6.245 .147 0 24.322 45.676 1 3.03 1 .85 05.2.1-2 6 2 M6 C 8 x 21 /2 x.. .038 0 .059 0 24.322 45.676 1 7.845 1 1 .85 05.2.1-2 L e2,,� m ,p4�75-X 9.4:} , = o. 54~ l / i.---, -75kmP1- RISA-2D Version 6.0 [C:\RISA\04299_SHADE2PRLNS.r2d] Page 5 Company Gerard Homer and Associates Nov 8, 2004 Designer BGH 4:41 PM Job Number: 04299 SHADE 2 CENTER FRAME ANALYSIS Checked By: Global Display Sections for Member Calcs 3 Max Internal Sections for Member Calcs 99 Include Shear Deformation Yes Merge Tolerance in .12 P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD NDS Wood Code NDS 91: ASD NDS Temperature < 10OF Concrete Code ACI 1999 Number of Shear Regions 4 Region Spacing Increment in 4 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Hot Rolled Steel Desion Parameters Hot Rolled Steel Properties n_-:1 Ki- Theme... MCC C\ ncncifvf4lHAZl Vinlrir4cil 1 A36 29000 11154 .3 .65 .49 36 2 A572Grade50 29000 11154 .3 .65 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 42 29000 11154 .3 .65 .49 42 5 A500 46 29000 11154 .3 .65 .49 46 6 A33 29000 11154 .3 .65 .49 33 Member Primary Data Meeh.. 1 1M T.— M.4nri.1 rlecinn Ridac 1 M1 N1 N2 COLUMNS Pie Column A33 Typical 2 M2 N3 N4 COLUMNS Pie Column A33 Typical 3 M3 N5 N2 BEAM Wide Flange Beam A572Grade.. Typical 4 M4 N2 N4 BEAM Wide Flange Beam A572Grade.. Typical 5 M5 N4 N6 BEAM Wide Flange Beam A572Grade.. Typical Member Advanced Data RISA -2D Version 6.0 [C:\RISA\04299_SHAD E2CTRF RM.r2d] Page 1 Label I Release J Release I Offset in J Offset in T/C Only Physical TOM Inactive 1 M1 PIN Yes 2 M2 PIN Yes RISA -2D Version 6.0 [C:\RISA\04299_SHAD E2CTRF RM.r2d] Page 1 F3 Company Gerard Homer and Associates Nov 8, 2004 Designer BGH 4:41 PM Job Number : 04299 SHADE 2 CENTER FRAME ANALYSIS Checked By: Member Advanced Data (Continued) Label I Release J Release I Offset in J Offset in T/C Only Physical TOM Inactive 3 M3 Yes 4 M4 Yes 5 M5 Yes Hot Rolled Steel Section Sets 1 1 1 COLUMNS I PIPE 3.0 1 Pipe I Column i A33 I Typical 1 2.228 3.017 3.017 2 1 BEAM I W8X10 1 Wide Flange I Beam JA572Grade501 Typical 1 2.962.09 30.8 Joint Coordinates and Temperatures i nhoi x rttl Y tffi Temn rFl 1 N1 0 0 0 2 N2 0 10 0 3 N3 16.021 0 0 4 N4 16.021 10.668 0 5 N5 -.833 9.965 0 6 N6 16.521 10.688 0 Joint Reactions (By Combination) i t .mint I nhol X rkl Y rkl MZ rk-ftl 1 1 __...N1 0_ 2.479 0 2 1 N3 0 2.386 0 3 1 Totals: 0 4.865 4 1 COG (ft): X: 7.858 Y: 10.161 Joint Deflections i t mint i ahoi X rinl Y rinl Rotation rradl 1 1 N1 0 0 0 2 1 N2 0 -.005 -7.405e-3 3 1 N3 0 0 0 4 1 N4 0 -.005 7.431 e-3 5 1 N5 -.003 .069 -7.401 a-3 6 1 N6 -.002 .04 7.43e-3 Member Section Deflections i r KAnmhnr i ohoi Roc v rinl v rinl (n) L/v Ratio 1 1 M1 1 0 0 NC 2 2 -.002 0 NQ 3 3 -.005 0 NC 4 1 M2 1 0 0 NC 5 2 -.002 0 NQ 6 3 -.005 0 NC 1 M3 1 0 .069 NC 82 L7 0 .032 NC 9 3 0 -.005 NC RISA -2D Version 6.0[C:\RISA\04299_SHADE2CTRFRM.r2d] Page 2 Company Gerard Homer and Associates Nov 8, 2004 Designer BGH 4:41 PM Job Number : 04299 SHADE 2 CENTER FRAME ANALYSIS Checked By: Member Section Deflections (Continued) I n nn,....1,..- I . k-1 Ce.. - rinl flnl tnl I At Patin 10 1 M4 1 0 -.005 NC 11 2 0 -.452 430.417 12 3 0 -.005 NC 13 1 M5 1 0 -.005 NQ 14 2 0 1 .018 1 NC 15 3 0 1 .04 1 NC Member Section Forces I n IIA......L...-I ..L...1 A-; -i mi C6-, rLl 11 A --4 r4_ffl 1 1 Member Section Stresses I n •A...,...L...- I ..I...I C.... A-:-lrL..:l Cr -ri.n:l Tnn 6]nnr4;-n a Rn} Rnnrli-m-;l 1 1 Ml 1 2.479 0 0 2 2 Fbfksil 2 2.441 0 0 3 0 3 3 2.403 0 0 4 1 M2 1 2.386 0 0 5 0 0 2 2.346 0 0 6 1.053 0. 3 2.305 0 0 7 1 M3 1 0 0 0 8 M3 1 2 -.005 -.113 .024 9 3 -.009 -.226 .094 10 1 M4 1 .091 2.175 .094 11 .145 10 2 0 .004 -8.641 12 -.145 .145 3 -.09 -2.168 .034 13 1 M5 1 .005 .136 .034 14 -.031 -1.616 2 .003 .068 .008 15 1 .002 3 0 0 0 Member Section Stresses I n •A...,...L...- I ..I...I C.... A-:-lrL..:l Cr -ri.n:l Tnn 6]nnr4;-n a Rn} Rnnrli-m-;l 1 1 M1 1 1.113 0 0 0 2 Fbfksil Cb Cm 2 1.096 0 0 0 3 .000 0 3 1.079 0 0 0 4 1 M2 1 1.071 0 0 0 5 21.78 1.75 .6 2 1.053 0. 0 0 6 .008 .834 3 1.035 0 0 0 7 1 M3 1 0 0 0 0 8 2 -.002 -.084 -.036 .036 9 3 -.003 -.168 -.145 .145 10 1 M4 1 .031 1.622 -.145 .145 11 2 0 .003 13.281 -13.281 12 3 -.031 -1.616 -.052 .052 13 1 M5 1 .002 .101 -.052 .052 14 2 0 .051 -.013 .013 15 3 0 0 0 0 Member ASD Steel Code Checks (By Combination) LC Member Sha a UC Max Loc[ftl Shear UC Loc ft Fa ksi Ft[ksil Fbfksil Cb Cm E n 1 1 M1 PIPE 3.0 .349 0 .000 0 3.184 19.8 21.78 1.75 .6 H1-1 2 1 M2 PIPE 3.0 .383 0 .000 0 2.798 19.8 21.78 1.75 .6 1-11-1 3 1 M3 W8X10 .005 .834 .008 .834 29.089 30 32.705 1.75 .85 1 1-12-1 RISA -2D Version 6.0 [C:\RISA\0499_SHADE2CTRFRM.r2d] Page 3 L 1,00! Company Gerard Homer and Associates Nov 8, 2004 Designer BGH 4:41 PM Job Number: 04299 SHADE 2 CENTER FRAME ANALYSIS Checked By: Member ASD Steel Code Checks (By Combination) (Continued) 4 1 M4 W8X10 1 .484 8.017 .081 0 2.848 30 27.451 1 1 1 .85 1 H1-2 5 1 M5 W8X10 1 .002 0 .005 0 29.49130 32.705 1.75 .85 _ _ _ 1-11-2 RISA -21) Version 6.0 [C:\RISA\04299_SHAD E2CTRF RM.r2d] Page 4 �1 Company Gerard Homer and Associates Nov 8, 2004 Designer BGH 4:42 PM Job Number: 04299 SHADE 2 CENTER FRAME ANALYSIS Checked By: Joint Reactions (By Combination) I n 1-:-4 1 -k-1 v ro v rw M7 rk-ftl 1 2 N1 .054 -.782 -.539 2 2 N3 .044 -.743 -.474 3 2 Totals: .098 -1.525 4 2 COG (ft): X: 7.8 Y: 10.857 Joint Deflections I n I-:-, I .. -f v r:nl v r:nl Dmc- r -m 1 2 N1 0 0 0 2 2 N2 -.355 .002 2.651 a-3 3 2 N3 0 0 0 4 2 N4 -.355 .002 -2.66e-3 5 2 N5 -.354 -.025 2.65e-3 6 2 N6 -.355 -.014 -2.66e-3 Member Section Deflections I r AA..- k-, I -k-1 Cen v rinl v finl /n\ I /v R.tin 1 2 M1 1 0 0 NC 2 2 0 .111 1079.531 3 3 .002 .355 337.631 4 2 M2 1 0 0 NC 5 2 0 .111 1151.728 6 3 .002 .355 360.175 7 2 M3 1 -.355 -.01 NC 8 2 -.355 .003 755.621 9 3 -.355 .016 377.763 10 2 M4 1 -.355 .016 NC 11 2 -.355 .176 1202.255 12 3 -.355 .016 NC 13 2 M5 1 -.355 .016 376.17 14 2 -.355 .008 752.36 15 3 -.355 0 NC Member Section Forces 1 r RA --k-, I. k-1 Q., A-i.rri l Cha.rrkl RAnmantfk-ffl 1 2 M1 1 -.782 -.054 -.539 2 2 -.82 -.054 -.27 3 3 -.858 -.054 0 4 2 M2 1 -.743 -.044 -.474 5 2 1 -.783 -.044 -.237 6 3 -.823 -.044 0 7 2 M3 1 0 0 0 8 2 0 .04 -.008 9 3 -.001 .081 -.034 10 2 M4 1 .017 -.779 -.034 11 2 .004 -.001 3.093 12 3 -.009 .776 -.012 13 2 M5 1 0 -.049 -.012 RISA -21) Version 6.0 [C:\RISA\04299_SHADE2CTRFRM.r2d] Page 5 Company Gerard Homer and Associates Nov 8, 2004 Designer BGH 4:42 PM Job Number : 04299 SHADE 2 CENTER FRAME ANALYSIS Checked By: Member Section Forces (Continued) 14 2 0 -.024 -.003 15 3 0 0 0 Member Section Stresses I r` RAemher I nk.l Cnn Av;�incil Tnn Ronriinnrlrcil Rnf Ranrlinnflccil 1 2 M1 1 -.351 -.048 3.753 -3.753 2 26.393 29.033 2 -.368 -.048 1.876 -1.876 3 PIPE 3.0 .126 3 -.385 -.048 0 0 4 2 M2 1 -.333 -.04 3.298 -3.298 5 .834 .002 2 -.351 -.04 1.649 -1.649 6 1-12-1 4 3 -.37 -.04 0 0 7 2 M3 1 0 0 0 0 8 2 M5 2 0 .03 .013 -.013 9 39.99 1 43.596 3 0 .06 .052 -.052 10 2 M4 1 .006 -.581 .052 -.052 11 2 .001 -.001 -4.755 4.755 12 3 -.003 .579 .019 -.019 13 2. M5 1 0 -.036 .019 -.019 14 2 0 -.018 .005 -.005 15 3 0 0 0 0 Member ASD Steel Code Checks (By Combination) 1 r` AAnmhnr Ch -n 1 Ir` AAw I -rffl Char 1 Ir` I -fffl Fnflrcil Gfrlrcil Fhflrcil Rh rtm Fnn 1 2 M1 PIPE 3.0 .143 0 .003 0 4.245 26.393 29.033 1.75 .6 1-12-1 2 2 M2 PIPE 3.0 .126 0 .002 0 3.73 26.393 29.033 1.75 .6 H2-1 3 2 M3 W8X10 .001 .834 .002 .834 38.776 39.99 43.596 1.75 .85 1-12-1 4 2 M4 W8X10 .559 8.017 .022 0 3.796 39.99 8.51 1 .85 1-11-2 5 2 M5 W8X10 001 0 .001 1 0 1 39.311 39.99 1 43.596 1 1.75 .85 1 1-11-2 L -r k,L X10 RISA -2D Version 6.0 [C:\RISA\04299_SHADE2CTRFRM.r2d] Page 6 Loads: LC 3, DL + SEISMIC Results for LC 3, DL + SEISMIC Reaction units are k and k -ft Gerard Homer and Associates BGH 04299 SHADE 2 -.029k/ft 0.414 0.422 CENTER FRAME ANALYSIS -.166 Nov 8, 2004 at 4:42 PM 04299_SHADE2CTRFRM.2d Company Gerard Homer and Associates Nov 8, 2004 Designer BGH 4:43 PM Job Number: 04299 SHADE 2 CENTER FRAME ANALYSIS Checked By: Joint Reactions (By Combination) n 1..:..1 I ..k Y rLl V r41 M7 rlr_ffl 1 3 N 1 -.201 .414 2.012 2 3 N3 -.166 .422 1.769 3 3 Totals: -.367 .835 4 3 COG (ft): X: 7.924 Y: 9.36 Joint Deflections I r Ininf I �hnl Y rinl V rinl Rnfafinn rrnrll 1 3 N1 0 0 0 2 3 N2 1.326 0 -1.068e-3 3 3 N3 0 0 0 4 3 N4 1.327 0 1.071 e-3 5 3 N5 1.326 .01 -1.067e-3 6 3 N6 1.327 .006 1.071 e-3 Member Section Deflections I r` AA.....k- I ..r...1 -I-.. .. ri.a . Gnl M\ I hi A.fin 1 3 M1 1 0 0 NC 2 2 0 -.415 289.273 3 3 0 -1.326 90.472 4 3 M2 1 0 0 NC 5 2 0 -.415 308.522 6 3 0 -1.327 96.483 7 3 M3 1 1.325 -.046 NC 8 2 1.325 -.051 1876.191 9 3 1.325 -.056 937.978 10 3 M4 1 1.325 -.056 NC 11 1 2 1.325 -.12 2986.112 12 3 1.326 -.056 NC 13 3 M5 1 1.326 -.054 934.608 14 2 1.326 -.051 1869.266 15 3 1.326 -.047 NC Member Section Forces 1 3 M1 1 .414 .201 2.012 2 2 .376 .201 1.006 3 3 .338 .201 0 4 3 M2 1 .422 .166 1.769 5 2 .381 .166 .884 6 3 .341 .166 0 7 3 M3 1 0 0 0 8 2 0 -.016 .003 9 3 -.001 -.033 .014 10 3 M4 1 -.188 .314 .014 11 2 -.201 0 -1.245 12 3 -.214 -.312 .005 13 3 M5 1 0 .02 .005 RISA -2D Version 6.0 [C:\RISA\04299_SHADE2CTRFRM.r2d] Page 7 Company Gerard Homer and Associates Designer BGH Job Number: 04299 SHADE 2 CENTER FRAME ANALYSIS Member Section Forces (Continued) rtl Nov 8, 2004 4:43 PM Checked By: Member Section Stresses . 1 r hAamhar 1 nhal Car Avinirkcil Chaarfireil Tnn Ranrlinnneeil Rni Ranrlinnflecil 1 3 M1 1 .186 .181 -14.004 14.004 2 26.393 29.033 2 .169 .181 -7.002 7.002 3 PIPE 3.0 .431 3 .152 .181 0 0 4 3 M2 1 .189 .149 -12.312 12.312 5 .834 .001 2 .171 .149 -6.156 6.156 6 H2-1 4 3 .153 .149 0 0 7 3 M3 1 0 0 0 0 8 3 M5 2 0 -.012 -.005 .005 9 39.99 1 43.596 3 0 -.024 -.021 .021 10 3 M4 1 -.064 .234 -.021 .021 11 2 -.068 0 1.914 -1.914 12 3 -.072 -.233 -.008 .008 13 3 M5 1 0 .015 -.008 .008 14 2 0 .007 -.002 .002 15 3 1 0 0 0 0 Member ASD Steel Code Checks (By Combination) I C Mamhar Ch- I If` 11Aw 1 nnffu ch- I it, 1 -rol c. n -;l am -;l ChfLcil r`h P`m C.... 1 3 M1 PIPE 3.0 .489 0 .010 0 4.245 26.393 29.033 1.75 .6 111-2 2 3 M2 PIPE 3.0 .431 0 .008 0 3.73 26.393 29.033 1.75 .6 111-2 3 3 M3 W8X10 .000 .834 .001 .834 38.776 39.99 43.596 1.75 .85 H2-1 4 3 M4 W8X10 .052 8.017 .009 0 3.796 39.99 36.592 1 .85 H1-3 5 3 M5 W8X10 1 .000 1 0 .001 1 0 1 39.311 39.99 1 43.596 1 1.75 .85 1 1-11-2 0 V,` �,l601 Glb,D�j Ywk1 - )s)-,-)- Rb>G�o t �lo ,�� Lv ,'Iti Z �`�`�'�rb p�� - �b �- 0,V� 3D0>� 1�Soc �� CIO (TtNlAtg,3 ( ,333 C RISA -2D Version 6.0 [C:\RISA\04299_SHAD E2CTRF RM.r2d] Page 8 179 Loads: LC 1, DL + LL Results for LC 1, DL + LL Reaction units are k and k -ft -.171 k/ft Gerard Homer and Associates BGH 04299 SHADE 2 2.106 4.V` OUTSIDE FRAME ANALYSIS Nov 8, 2004 at 5:01 PM 04299_SHADE20TSDFRM.2d X13 Company Gerard Homer and Associates Nov 8, 2004 Designer BGH 5:03 PM Job Number: 04299 SHADE 2 OUTSIDE FRAME ANALYSIS Checked By: RSA/Frequencies No Response Spectra/Frequency Results Available... Global Display Sections for Member Calcs 3 Max Internal Sections for Member Calcs 99 Include Shear Deformation Yes Merge Tolerance in .12 P -Delta Analysis Tolerance 10.50% Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD NDS Wood Code NDS 91: ASD NDS Temperature < 10OF Concrete Code ACI 1999 Number of Shear Regions 4 Region Spacing Increment in 4 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Hot Rolled Steel Desiqn Parameters I ahel t, -n, arm 1 1:— Lrmm- toot LcomD bntf K -out K -in Cm Cb Out s... In swan Hot Rolled Steel Properties Labe! F rkcil r, rksil Nu Therm RlF5 F) Densitvfk/ft^31 Yieldfksil 1 A36 29000 11154 .3 .65 .49 36 2 A572Grade50 29000 11154 .3 .65 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 42 29000 11154 .3 .65 .49 42 5 A500 46 29000 11154 .3 .65 .49 46 6 A33 29000 11154 .3 .65 .49 33 Member Primary Data Labe' I .Inint .1 .Inint Rntatalrienl Sectinn/Shane Design List Tvne Material Desian Rules 1 i --- M1 --... N1 - -- - ----------- ----- N2 -- COLUMNS Pie Column A33 Tvpical 2 M2 N3 N4 COLUMNS Pie Column A33 Typical 3 M3 N5 N2 BEAMS Wide Flange Beam A572Grade.. Typical 4 M4 N2 N4 BEAMS Wide Flange Beam A572Grade.. Typical 5 M5 N4 N6 BEAMS 1 Wide Flange Beam A572Grade.. Typical RISA -21) Version 6.0 [C:\RISA\04299_SHADE20TSDFRM.r2d] Page 1 Company Gerard Homer and Associates Nov 8, 2004 Designer BGH 5:03 PM Job Number : 04299 SHADE 2 OUTSIDE FRAME ANALYSIS Checked By: Member Advanced Data Hot Rolled Steel Section Sets .,.......:..� n....:..., o..1.... n rn01 I /on ,i7nN ri I /n 1 flnl rindl 1 COLUMNS PIPE 3.0 Pie Column A33 T ical 2.228 3.017 3.017 2 BEAMS W6X9 I Wide Flange I Beam A572Grade501 Typical 10.868 1 2.68 2.19 16.4 Joint Coordinates and Temperatures v rw1 V r411 T.— rFl 1 �N1 0 0 0 2 N2 0 10 0 3 N3 20.833 0 0 4 N4 20.833 10.868 0 5 N5 1 -.833 9.965 0 6 N6 1 21.333 10.889 1 0 Joint Reactions v r�1 v r1.1 AA7 r4 -Al 1 1 N1NV 0 2.106 0 2 1 N3 0 2.048 0 3 1 Totals: 0 4.154 4 1 COG (ft): X: 10.273 Y: 10.229 Joint Deflections V nnl Rnfnfinn frnrll 1 w 1 N1 0 0 0 2 1 N2 0 -.004 -2.043e-2 3 1 N3 0 0 0 4 1 N4 0 -.004 2.047e-2 5 1 N5 -.009 .2 -2.042e-2 6 1 N6 -.005 .119 2.047e-2 Member Section Deflections w 1 1 M1 1 0 0 NC 2 2 -.002 0 NC 3 3 -.004 0 NC 4 1 M2 1 0 0 NC 5 2 -.002 0 NC 6 3 -.004 0 NC RISA -21) Version 6.0 [C:\RISA\04299_SHADE2OTSDFRM.r2d] Page 2 F15 Company Gerard Homer and Associates Nov 8, 2004 Designer BGH 5:03 PM Job Number : 04299 SHADE 2 OUTSIDE FRAME ANALYSIS Checked By: Member Section Deflections (Continued) C Member Label Sec x finl in n Uv Ratio 7 1 M3 1 0 .2 NC 8 2 0 .098 NC 9 3 0 -.004 NC 10 1 M4 1 0 -.004 NC 11 2 0 -1.605 156.295 12 3 0 -.004 NC 13 1 M5 1 0 -.004 NC 14 2 0 .057 NC 15 3 0 .119 NC Member Section Forces 1 r 11Aamhar 1 ahal Sar AYiAlfkl Shearfkl Momentlk-ftl 1 1 M1� 1- 2.106 0 0 2 2 2 2.068 0 0 3 0 3 3 2.03 0 0 4 1 M2 1 2.048 0 0 5 0 0 2 2.007 0 0 6 .901 0 3 1.966 0 0 7 1 M3 1 0 0 0 8 M3 1 2 -.003 -.075 .016 9 3 -.006 -.15 .063 10 1 M4 1 .078 1.878 .063 11 .135 10 2 0 .002 -9.738 12 -.135 .135 3 -.078 -1.874 .023 13 1 M5 1 .004 .09 .023 14 -.029 -1.869 2 .002 .045 .006 15 1 .001 3 0 0 0 Member Section Stresses /" f\Acmhcr 1 ahcl car Avinlfkcil Shearrksil Ton Bendinafksil Bot Bendinalksil 1 1 RISA -2D Version 6.0 [C:\RISA\04299_SHADE2OTSDFRM.r2d] Page 3 Ml 1 .945 0 0 0 2 2 .928 0 0 0 3 3 .911 0 0 0 4 1 M2 1 .919 0 0 0 5 2 .901 0 0 0 6 3 .882 0 0 0 7 1 M3 1 0 0 0 0 8 2 -.001 -.075 -.034 .034 9 3 -.002 -.15 -.135 .135 10 1 M4 1 .029 1.873 -.135 .135 11 2 0 .002 21.019 -21.019 12 3 -.029 -1.869 -.049 .049 13 1 M5 1 .001 .09 -.049 .049 14 2 0 .045 -.012 .012 15 3 0 0 0 0 RISA -2D Version 6.0 [C:\RISA\04299_SHADE2OTSDFRM.r2d] Page 3 Company Gerard Homer and Associates Nov 8, 2004 Designer BGH 5:03 PM Job Number : 04299 SHADE 2 OUTSIDE FRAME ANALYSIS Checked By: Member ASD Steel Code Checks (By Combination) 1 C Memher Shane UC Max Lncfftl Shear UC Locfftl Farksil Ftfksil Fbrksil Cb Cm Eon 1 1 M1 PIPE 3.0 .297 0 .000 0 3.184 19.8 21.78 1.75 .6 H1-1 2 1 M2 PIPE 3.0 .341 0 .000 0 2.696 19.8 21.78 1.75 .6 H1-1 3 1 M3 W6X9 .004 .834 .007 .834 29.163 30 33 1.75 .85 H2-1 4 1 M4 W6X9 .732 10.426 .094 0 1.949 30 28.715 1 .85 Hl -2 5 1 M5 W6X9 .0 2 1 0 .004 1 0 1 29.53 30 1 33 1.75 .85 1 H1-2 L* ku. � " 0�� RISA -2D Version 6.0 [C:\RISA\04299_SHADE20TSDFRM.r2d] Page 4 -.01610 0.051 Loads: LC 2, DL + WL Results for LC 2, DL + WL Reaction units are k and k -ft -.016k/ft Gerard Homer and Associates BGH 04299 SHADE 2 PV, P(L.& 1743 D 1'y9Fi� V# -u f- 5Awo OUTSIDE FRAME ANALYSIS !ft Nov 8, 2004 at 5:03 PM 04299_SHADE20TSDFRM.r2d FIB Company Gerard Homer and Associates Nov 8, 2004 Designer BGH 5:03 PM Job Number : 04299 SHADE 2 OUTSIDE FRAME ANALYSIS Checked By: Joint Reactions v n.i v n.7 RA7 n-oi 1 2 V V N1 .051 -.744 -.509 2 2 N3 .04 -.712 -.431 3 2 Totals: .091 -1.457 4 2 COG (ft): X: 10.185 Y: 10.992 Joint Deflections v r:..l v rinl Pnf.4inn rrorn 1 2 N1 0 0 0 2 2 N2 -.336 .001 8.275e-3 3 2 N3 0 0 0 4 2 N4 -.336 .002 -8.291 a-3 5 2 N5 -.332 -.081 8.273e-3 6 2 N6 -.333 -.048 -8.291 a-3 Member Section Deflections In% 1 /v Pnfin 1 2 M1 1 0 0 NC 2 2 0 .105 1143.572 3 3 .001 .336 357.66 4 2 M2 1 0 0 NC 5 2 0 .105 1242.922 6 3 .002 .336 388.684 7 2 M3 1 -.335 -.067 NC 8 2 -.335 -.026 NC 9 3 -.335 .016 NC 10 2 M4 1 -.335 .015 NC 11 2 -.335 .664 385.822 12 3 -.335 .015 NC 13 2 M5 1 -.335 .016 NC 14 2 -.335 -.009 NC 15 3 -.335 -.034 NC Member Section Forces A-:nIrLl C'k.-rlrl KAnmcnfrlr_f+l 1 2 M1� v1- -.744 -.051 -.509 2 2 -.782 -.051 -.254 3 3 -.82 -.051 0 4 2 M2 1 -.712 -.04 -.431 5 2 -.754 -.04 -.216 6 3 -.795 -.04 0 7 2 M3 1 0 0 0 8 2 0 .03 -.006 9 3 0 .061 -.025 10 2 M4 1 .016 -.761 -.025 11 2 .005 0 3.945 12 3 -.006 .759 -.009 13 2 M5 1 0 -.036 RISA -21) Version 6.0 [C:\RISA\04299_SHADE20TSDFRM.r2d] Page 5 Company Gerard Homer and Associates Nov 8, 2004 Designer BGH 5:03 PM Job Number : 04299 SHADE 2 OUTSIDE FRAME ANALYSIS Checked By: Member Section Forces (Continued) Member Section Stresses c.,.. Av:n l FL-il Ch-ftcil Tnn R -ii -n cil Rn} Rcneiinnneen 1 1 2 V Ml 1 -.334 -.046 3.542 -3.542 2 26.393 29.033 2 -.351 -.046 1.771 -1.771 3 PIPE 3.0 .115 3 -.368 -.046 0 0 4 2 M2 1 -.32 -.036 3 -3 5 .834 .002 2 -.338 -.036 1.5 -1.5 6 1-12-1 4 3 -.357 -.036 0 0 7 2 M3 1 0 0 0 0 8 2 M5 2 0 .03 .014 -.014 9 39.99 1 43.989 3 0 .061 .055 -.055 10 2 M4 1 .006 -.759 .055 -.055 11 2 .002 0 -8.515 8.515 12 1 3 -.002 .757 .02 -.02 13 2 M5 1 0 -.036 .02 -.02 14 2 0 -.018 .005 -.005 15 3 0 0 0 0 Member ASD Steel Code Checks (By Combination) n RA $1 cti.,.,., i it nn.,., i -mi Chea, i it i -ml i=.n-;l Gfircil Fhrkcil Rh Rm Fnn 1 2 M1 PIPE 3.0 .135 0 .003 0 4.245 26.393 29.033 1.75 .6 1-12-1 2 2 M2 PIPE 3.0 .115 0 .002 0 3.594 26.393 29.033 1.75 .6 1-12-1 3 2 M3 W6X9 .001 .834 .002 .834 38.875 39.99 43.989 1.75 .85 1-12-1 4 2 M4 W6X9 928 10.426 .028 0 2.598 39.99 9.179 1 .85 Hl -2 5 2 M5 W6X9 .000 0 .001 0 1 39.364 39.99 1 43.989 11.75 .85 1 Hl -2 � � G bio el --, o�2� RISA -2D Version 6.0 [C:\RISA\04299_SHADE2OTSDFRM.r2d] Page 6 Y �LX -.01 -.016k/ft Loads: LC 3, DL + SEISMIC Results for LC 3, DL + SEISMIC Reaction units are k and k -ft Gerard Homer and Associates BGH 04299 SHADE 2 0.353 0.362 OUTSIDE FRAME ANALYSIS -.103 Nov 8, 2004 at 5:04 PM 04299_SHADE20TSDFR M. r2d Company Gerard Homer and Associates Nov 8, 2004 Designer BGH 5:04 PM Job Number: 04299 SHADE 2 OUTSIDE FRAME ANALYSIS Checked By: Joint Reactions I r 1-:-4 1 -. -1 1 3 N 1 -.133 .353 1.326 2 3 N3 -.103 .362 1.124 3 3 Totals: -.236 .715 4 3 COG (ft): X: 10.383 Y: 9.277 Joint Deflections 1 3 --"'----• N1 0 1 W -j 0 MULCLIUII lldUl 0 2 3 N2 .874 0 -2.849e-3 3 3 N3 0 0 0 4 3 N4 .875 0 2.854e-3 5 3 N5 .873 .028 -2.848e-3 6 3 N6 .874 .016 2.854e-3 Member Section Deflections I r KA -k-, I -k-, 1 3 -- ---• M1 `""` 1 Wn 0 0 ll V RC LIU NC 2 2 0 -.273 438.867 3 3 0 -.874 137.259 4 3 M2 1 0 0 NC 5 2 0 -.274 476.786 6 3 0 -.875 149.099 7 3 M3 1 .873 -.009 NC 8 2 .873 -.023 702.445 9 3 .873 -.037 351.203 10 3 M4 1 .873 -.037 NC 11 1 2 .874 -.26 1120.714 12 3 .874 -.037 NC 13 3 M5 1 .874 -.037 350.448 14 2 .874 -.029 700.905 15 3 .874 -.02 NC Member Section Forces I r 11A -1,c, I nk-1 o.... 1 3 Ml 1 .353 .133 Ivlul 1lul11 ME," Ll 1.326 2 2 .315 .133 .663 3 3 .278 .133 0 4 3 M2 1 .362 .103 1.124 5 2 .321 .103 .562 6 3 .28 .103 0 7 3 M3 1 0 0 0 8 2 0 -.01 .002 9 3 0 -.021 .009 10 3 M4 1 -.122 .262 .009 11 2 -.133 0 -1.358 12 3 -.144 -.261 .003 13 3 M5 1 0 .013 .003 RISA -2D Version 6.0 [C:\RISA\04299_SHADE20TSDFRM.r2d] Page 7 Company Gerard Homer and Associates Nov 8, 2004 Designer BGH 5:04 PM Job Number : 04299 SHADE 2 OUTSIDE FRAME ANALYSIS Checked By: Member Section Forces (Continued) 14 1 1 2 0 .006 0 15 1 3 0 0 0 Member Section Stresses 1 3 ---------- ----• M1 ...,., 1 ..,..,,....,. .159 vncm nai .119 1 U12 quiluillymbil -9.231 DUL OtMUln KSI 9.231 2 , n" 26.393 ru nai 29.033 2 .142 .119 -4.615 4.615 3 PIPE 3.0 .276 3 .125 .119 0 0 4 3 M2 1 .163 .093 -7.821 7.821 5 .834 .001 2 .144 .093 -3.91 3.91 6 H2-1 4 3 .126 .093 0 0 7 3 M3 1 0 0 0 0 8 3 M5 2 0 -.01 -.005 .005 9 39.99 43.989 3 0 -.021 -.019 .019 10 3 M4 1 -.045 .261 -.019 .019 11 2 -.05 0 2.931 -2.931 12 3 -.054 -.261 -.007 .007 13 3 M5 1 0 .013 -.007 .007 14 2 0 .006 -.002 .002 15 3 0 0 0 0 Member ASD Steel Code Checks (Bv Combination) 1 3 - --- Ml - - - PIPE 3.0 -- ... ,. .324 0 -- .007 -.1L. 0 I a -. 4.245 , n" 26.393 ru nai 29.033 �_u 1.75 v.rn .6 run H 1-2 2 3 M2 PIPE 3.0 .276 0 .005 0 3.594 26.393 29.033 1.75 .6 1-11-2 3 3 M3 W6X9 .000 .834 .001 .834 38.875 39.99 43.989 1.75 .85 H2-1 4 3 M4 W6X9 .077 10.426 .010 0 2.598 39.99 38.277 1 .85 Hl -3 5 3 M5 W6X9 .000 0 .000 0 39.364 1 39.99 43.989 1.75 .85 1-11-2 RISA -2D Version 6.0 [C:\RISA\04299_SHADE20TSDFRM.r2d] Page 8 2.294 Loads: LC 3, DL & WIND 1&0 ' Results for LC 3, DL & WIND 1&0 Reaction units are k and k -ft Gerard Homer and Associates GBH 04299 BUBALUS CHEESE PLANT Jan 8, 2005 at 3:51 PM RIGIDFRAME.r2d J 0.374 1.622 Loads: LC 4, DL &SEISMIC Results for LC 4, DL &SEISMIC Reaction units are k and k -ft Gerard Homer and Associates BUBALUS CHEESE PLANT 2.372 -1.379 GBH Jan 8, 2005 at 3:51 PM 04299 RIGIDFRAME.r2d Beam: M83 Shape: ROD3/4 Material: A36 Length: 1.672 ft I Joint: N39 J Joint: N8 LC 1: DL&LL Code Check: 1.037 (bending) Report Based On 97 Sections Max: 12.327 at 0 ft fa Min: 12.322 at 1.672 ft ksi Max: .025 at .836 ft fc ksi ft Min: -.025 at .836 ft ksi Max: 5.446 at A Min: 5.443 at 1.672 ft Max: 0 at 0 ft v Min: 0 at 1.672 ft MWITT Min: 0 at .836 ft .119 at 0 ft D Min: .065 at 1.672 AISC ASD 9th Ed. Code Check Max Bending Check 1.037 Max Shear Chec.•. �0 Location .836 ft Location Equation H1-1 Max Defl Ratio Compact Fy 36 ksi Out Plane In I-lene Fa 12.072 ksi Cm 1 Ft 21.6 ksi Lb 1.672 ft 1. Fb 27 ksi KL/r 96.303 1 Fv 14.4 ksi Sway No No Cb 1 L Comp Flange 1.672 Pt k k k -ft in 621f- Beam: M85 Shape: ROD3/4 Material: A36 Length: 1.911 ft I Joint: N40 J Joint: N9 LC 1: DL&LL Code Check: No Calc Report Based On 97 Sections Max: 13.982 at 0 ft fa Min: 13.976 at 1.911 ft ksi Max: .082 at .955 ft fc ksi ft Min: -.082 at .955 ft ksi : 6.177 at 0 ft A Min: 6.174 at 1.911 Max: 0 at 0 ft V Min: 0 at 1.911 ft it k k M k -ft Min: 0 at .955 ft Max: .075 at 0 ft D in Min: -.003 at 1.9 AISC ASD 9th Ed. Code Check - Compressive str•^ss fa exceeds Fe (Euler buckling) - Max Defl Ratio Ll.: 1 Beam: M87 Shape: ROD3/4 Material: A36 Length: 1.911 ft I Joint: N41 J Joint: N10 LC 1: DL&LL Code Check: No Calc Report Based On 97 Sections Max: 10.782 at 0 ft fa Min: 10.777 at 1.911 ft Max: .082 at .955 ft fc ksi -- ksi ft ksi Min: -.082 at .955 ft at 0 ft 7 #S A— ..- -. ------ _ — k Min: 4.761 at 1.911 ft Max: 0 at 0 ft V Min: 0 at 1.911 ft M I i Min: 0 at .955 ft Max: .023 at 0 ft D Min: -.061 at 1.911 ft RISC ASD 9th t_.,r. Code Check - Compressive s fa exceeds Fe (Euler buckling) - Max Defl Ratio :140 k in Beam: M89 Max: 4.67 at 0 ft Shape: ROD3/4 Material: • A36 Length: 1.911 ft I Joint: N42 J Joint: N11 LC 1: DL&LL Code Check: No Calc A _. _ _._._--__. k Report Based On 97 Sections - Min: 4.667 at 1.911 ft Max: 10.57 at 0 ft l !;I Max: 0 at 0 ft - Min: 0 at 1.911 ft fa ksi Min: 10.564 at 1.911 ft M k -ft Max: .082 at .955 ft fc _ . :._.... _ ksi Min: 0 at .955 ft Max: -.032 at 0 ft in D t ft ksi Min: -.082 at .955 ft . Min: -.118 at1.911ft AISC ASD 9th Ed. Code Check - Compressive stress fa exceeds Fe (Euler buckling) - ' Max Defl Ratio L/10000 Beam: M91 Shape: ROD3/4 Material: A36 Length: 1.911 ft I Joint: N43 J Joint: N12 LC 1: DL&LL Code Check: 0.733 (bending) Report Based On 97 Sections Max: 7.186 at 0 ft fa Min: 7.18 at 1.911 ft Max: .082 at .955 ft ksi ft ksi Min: -.082 at .955 ft A/SC ASD 9th Ed. Code Check Max Bending Check 0.733 Location .936 ft Equation H1-1 Compact Fy 36 ksi Max: 3.174 at 0 ft A Min: 3.172 at 1.911 ft Max: 0 at 0 ft v Min: 0 at 1.911 ft M Min: 0 at .955 ft Max: -.089 at 0 ft D Min: -.167 at 1.911 ft Max Shear Check 0.000 Location 1.911 ft Max Defl Ratio L/10000 Out Plan Fa 9.951 ksi Cm Ft 21.6 ksi Lb 1.911 ft Fb 27 ksi KL/r 122.298 Fv 14.4 ksi Sway No Cb 1 L Comp Flange Plane In Plane 1 1.911 ft 122.298 No 1.911 ft k k -ft in cv.5` � -�-/r---- 0 99.E /-?W • E GERARD HOMER &ASSOCIATES Title: BUBALUS CHEESE PLANT Job # 04299 I 2374 W. WHITENDALE AVE. Dsgnr: G.B.H. Date: 9:08AM, 10 JAN 05 VISALIA, CALIFORNIA 93277 Description : 40x80x12 PREFAB METAL BLDG. (559) 734-6675 FAX(559) 734-5232 Scope: E:ghomerstructengr@sbcglobal.net Rev: 580003 Page 1 User. KW -0600671, Ver 5.8.0, 1 -Dec -2003 Built -U Section Pro erties (c)1983-2003 ENERCALC Engineering Software P 04299.ecw:Calcutations Description PLATES AT CONNECTIONS General Information Type... X cg Y cg #1 Rectangular Height 0.7500 in Width 0.7500 in 0.4688 in 2.5000 in #2 Rectangular Height 5.0000 in Width 0.1875 in 0.0000 in 2.5000 in r xx Ixx 1.979 in4 Total Area 1.5000 int lyy 0.106 in4 X cg Dist. 0.1758 in Edge Distances from CG... Y cg Dist. 2.5000 in +X 0.6680 in S top -X -0.2696 in S bottom +Y 2.5000 in -Y -2.5000 in r xx 1.1488 in r yy 0.2663 in S left 0.3946 in3 S right 0.1592 in3 S top 0.7918 in3 S bottom 0.7918 in3 '`GERARD HOMER & ASSOCIATES ; Title: BUBALUS CHEESE PLANT "Job # 04299 t' 2374 W. WHITENDALE AVE. Dsgnr: G.B.H. t Date: 2:15PM, 10 JAN 05 ` Description : 40x80x12 PREFAB METAL BLDG. ' VISALIA, CALIFORNIA 93277 (559) 734-6675 FAX(559) 734-5232. Scope: E:ghomerstructengr@sbcglobal.net r Rev: 560003 User: KW -0600671, Ver 5.8.0, 1 -Dec -2003 Built-UpSection Properties Page 1 (c)1983-2003 ENERCALC Engineering Software 04299.ecw:Calwletions Description CORNER COLUMN AT BLDG. NORTH. OF PREFAB METAL BLDG. General Information Type... X cg Y cg #1 Rectangular Height 0.1345 in Width 1.7500 in 0.8750 in 4.9328 in #2 . Rectangular Height'; . 4.8655 in Width 0.1345 in 0.0673 in 2.4328 in #3 Rectangular Height. 0.1345 in Width - 4.8655 in 2.5673 in 0.0673 in #4 Rectangular Height' 1.6155 in Width 0.1345 in 4.9328 in 0.9423 in - Summary Total Area ,' 1:7615 int Ixx 6.020 in4 lYY 6.020 in4 r xx - r YY 1.8487 in 1.8487 in - X cg Dist. 1.7042 in Edge Distances from CG... Y cg Dist. 1.7042 in +X 3.2959 in S left 3.5325 in3 -X -1.7042 in S right 1.8266 in3 e ' ' +Y 3.2959 in S top 1.8266 in3 - -Y -1.7041 in S bottom 3.5326 in3 Stn• • c s F � TSL `• ��'�' � - _ _ �� __. � 4" I CDF FIRE SAFE REQUIREMENTS AP# �,- b —��I — D y_ PERMIT # 05- D/0� NAME Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded _ by Butte County local regulations, which equal or, exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards pq Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, in sedans and fire apparatus weighing up to 40,000 pounds. pq Grade. Not to exceed 16 percent unless paved. Drivewav Radius [)(] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet.. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. (X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. pq Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. (X) Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates IXI 1. Gate entrances shall be at least two feet wider than the roadway they serve. - 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. 1. Setback for Structure Defensible Space (X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of.the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be 'completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A or B roof ✓ Enclosed eaves [ ] If Building Setback is Less Than 15 Feet — ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D o Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials YV 14-1 Date natur PA I STRUCTURAL CALCULATIONS FOR FREE STANDING COVER 3 BUBALUS CHEESE PLANT JOB NO. 04299 FOR: FRED BAND & ASSOCIATES PREPARED BY: B. HOMER DATE: 11/8/2004 CONTENTS ' DESIGN CRITERIA G1 ROOF PANELS 1 — 4 PURLINS +l It2I-S 5-6 FRAME LOADING & SECTION 7 POLE FOOTING ANALYSIS 8 — 9 APPENDIX APPENDIX "F" — FRAME ANALYSIS F1 — F11 n APR ?. 6 2005 Wluoi�N Q�OF ESS/BpN�� . Oyp e� °C .2373 IT rwi N0. DATE BY DESCRIPTION REVISIONS BUTTE SOU 13tJILDiNG Did APPROVE R-ec IVE MAR 15 2005 VVILLDA(V w� � ;�, Q M c(o N. C p m z Q M M O LLJi Q Q It > u M U N 2 i a) E O s U)= of E Lu w LU z z w • J 0 U H "' 4 ION ci & BY: BGH DATE: 3/7/05 CHKD. BY: DATE: DESIGN CRITERIA CODE 2001 C.B.C. SUBJECT FREE STANDING COVER 3 FRED BAND SHEET NO. G1 JOB NO. 04299 LOADING ROOF LIVE LOAD: 20 PSF (REDUCIBLE) SEISMIC: ZONE = 3 TOTAL DESIGN BASE SHEAR Cv = , 0.54 x Nv V= CAW =F-1.1331 x 7W771 Ca = 0.36 x Na RT R= 2.2 TOTAL DESIGN BASE SHEAR (NEED NOT EXCEED) I= 1 V=2.5CaIW F0.2922 x W hn= 15.30 R Ct= 0.02 TOTAL DESIGN BASE SHEAR (NOT LESS THAN) Nv= 1 V= 0.11CaIW = 0.0396 x W Na= 1 S.D. (1) W.S.(1.4) _ 1.4 SEISMIC ZONE 4 (NOT LESS THAN) * SOIL PROFILE TYPE Sd V= 0.8ZNvl = 0.0779 x W * SEISMIC SOURCE TYPE N.A. R * CLOSEST DIST. TO N.A. T=Ct(hn)^0.75= 0.155 SEC KNOWN SEISMIC SOURCE WIND: Ce = 1.06 HIGH SIDE = 15.604 FT. 75 MPH EXP C qs= 14.4 LOW SIDE = 15 FT. 1= 1 MEAN ROOF HEIGHT = 15.30 FT. SOIL PRESSURE 1000 PSF PER TABLE 18-1-A OF UBC MATERIALS CONCRETE f = 2500 PSI at 28 DAYS STEEL A992 or A36 GRADE 50 WF & OTHER SHAPES AND PLATE A36 Fy=36 ksi PIPES A53 Fy=35 TUBES A500 GRADE B Fy=46 WOOD ALL LUMBER SHALL NOT EXCEED 19% MOISTURE CONTENT * STRUCTURAL LIGHT FRAMING & APPERANCE NO 2 D.F. Larch LIGHT FRAMING NO 2 D.F. Larch STRUCTURAL JOISTS & PLANKS NO 2 D.F. Larch BEAMS & STRINGERS NO 2 D.F. Larch POST & TIMBERS NO 2 D.F. Larch UNLESS OTHERWISE NOTED * It shall be the Contractor's responsibilty to verify the moisture content and dry wood to 19% maximum moisture content or use kiln dried lumber. BY: BGH DATE: 3/7/05 SUBJECT FREE STANDING COVER 3 SHEET NO. 1 CHKD. BY: DATE: FRED BAND JOB NO. 04229 ROOF PANELS FOR PURLINS (aD 5'-0" SPACINGS: SEE PAGES 3 FOR PANEL DATA WDL = 1.00 PSF WLL = 20.00 PSF SPAN = 5 FT. FROM PAGE 3: FOR: 26 GA., 2 SPAN CONDITION WALLOW. = 80 PSF > 21.00 PSF OX CHECK WIND UPLIFT: @ AREAS OF DISCONTINUITY T.A. = 5.00 FT. x 3.00 FT. = 15.00 FT.Z Cq = 2.6 (MAX. UPWARD FOR ROOF) (Ce) (qs) (Cq) (1) WIND PRESSURE = 1.06 x 14.40 x 2.6 x 1.00 = 39.69 PSF ALLOWABLE WIND PRESSURE = 80 PSF (FROM PAGE 3) 39.69 < 80 PSF==> UPLIFT OX !6 GAGE B.H.P. HR -36 PANELS MIN. OR EQUIVALENT, W/ Fy =81 KSI, O.K. SEE PAGE 4 FOR SCREW DATA: TRY: 3 - #12-14 x 1" SCREWS W/ 1/2" DIA. WASHERS PULLOUT = 850 LBS. = 283 LBS./SCREW 3.0 S.F. 600 LBS. — 200 LBS./SCREW PULLOVER = 3.0 S.F. (S.F. = SAFETY FACTOR) ACTUAL UPLIFT = 39.69 x 5.00 FT. x 1 FT. = 198 LBS./SCREW W/ 12" SCREW SPACINGS 198 < 200 PSF ==> O.K. USE 3 - #12-14 x 1" SCREWS PER PANEL W/ 112" DIA. WASHER MIN. - O.K. (PANELS ARE 3 FT. WIDE) HR3 6 26 & 29 Ganga CladdingPanels Featuring BHP Zincalume° For Twice the Life! Zincalume combines the strength of steel with the corrosion resistance of aluminum for twice the life of zinc coatings H-36 is a through -fastened metal panel with full 36" coverage. ISR -36 is predominantly used in industri- al roof and wall applications. ❑ Wider coverage means fewer panels to handle and install, saving time and money. ❑ Long spanning capability-, design provides superior load and span capacities, saving money in structural support. ❑ Quick, economical trim packages available. -as standard trim pieces that can be ordered by number. ❑ Crimp Curving available for a unique appearance. ❑ High tensile steel panels in 29 and 26 gauge panels available with several coating options: • Polyester paint system • SMP (Silicone Modified Polyester) paint system. ❑ Fiberglass skylight panels are available to match the profile of the metal panels. HR -36 (Typical Roof Application) 1 1 -73/i6 -al (coated side) j I36"Net Coverage Reversed HR -36 (Typical Wall Application) I I/3" I-7 3/1.6"41'l l(coated side) I36" Net Coverage I 460HP BHP Steel Building Products USA Inc. Sacramento- 800-726-2727,916-372-6851 FAX 916-372-7606 Los Angeles - 800-272-2466,909-823-0401 FAX 909-823-2625 Tempe - 800-551-2062,602-598-1200 FAX 602-598-1219 Tacoma -800-7334955,253-383.4955 FAX 253-272-0791 Salem -80D-272-7023,503-390-7174 FAX 503-390-7443 Spokane- 800-776.8771, 509-535.0600 FAX 509535-1346 Anchorage - 800-478-2727, 907-349-2727 FAX 907-344-7095 Salt Lake City -800-441.2477,801-978-0888 FAX 801-978-9099 �- HR -36 HR -36 Panels Allowable Span (ft -in) Load (Psf) Load/Span Table 15 20 25 30 35 40 9'.0" 10'-0-- 0'-0"SS SS f U180 9-9 7-0 8-6 fill 7-7 5-11 7-0 5-6 6-6 5-3 6.1 5-0 29 Gauge DS f U180 9-3 9-3 8-1 8-1 7-3 7-3 6-7 6-7 6-2 6-2 5-9 5-9 TS f 1014 9-0 8-1 7-5 6-10 6.5 26 20 0180 8-7 7-10 8-1 6-10 6-6 6-3 44 SS f 11-7 10-1 9-1 8.4 7-9 7-3 85 59 U180 7-10 7-1 6-7 6-3 5.11 5.8 DS f U180 11-3 11-3 1 9-10 9-10 8-10 8-10 8.1 8-1 7-6 7-6 7-0 7-0 26 Gauge TS f 12-7 10-11 9.10 9-0 814 7-10 Gauge U180 U180 9-8 8-10 8-2 7-8 74 7-0 Notes: • Steel conforms to ASTM A792 (Zincalume") 80,000 psi minimum yield.. • Values are based on the American Iron and Steel Institute (AISI) 'Specifications for the Design of Cold -Rolled Steel Structural Members" (1986 edition, with 1989 Addendum). • SpanUad combinations to the right of the bold line apply to walls only. Specifications subject to change without notice. 3 HR -36 Panels Allowable Uniformily Distributed Load (psf) . Span Load/Span Table 4'-0" 5'4" 6'-0" 7'-0" 8'4" 9'.0" 10'-0-- 0'-0"SS SS V180 79 41 24 15 23 7 S DS f U180 84 84 53 53 37 37 27 27 20 20 16 16 13 12 29 Gauge TS f 105 67 4634 26 20 16 U180 105 67 44 28 19 13 10 SS f 133 85 59 43 33 26 21 0180 113 58 33 21 14 10 7 DS f 125 80 55 40 30 24 19 26 Gauge U180 125 80' 55 40 30 24 17 TS f 156 100 69 50 38 30 24 U180 156 100 63 40 27 19 14 Loading Table Legend f -Load limited by flexural bending stress L -Span hoot -Load limited by deflection SS -Single span 1 m DS -Double span TS - Triple span 00HP. BHP Steel Building Products USA Inc. 7:..--�.......® -- - A 1 ... 1--L of UUP C"" ""I P#v I.M 0 With Teks self -drilling fasteners, . a strong, 10ositivi.-I'Mom. ..STRENGTH CHARACTERISTICS mechanical fastening is assured every time. Test re -.-'4` TEKS SELF -DRILLING FASTENERS sults shown here clearly indicate that the strength of a Teks fastening far exceeds normal building load Variations in the of Fastener Fastener Fastener Min. Tensile Torque Strength Shear requirements. physical properties 'loadin' the steel will cause some changes In the 6 size (Pounds) .'(Inch -Pounds) _(Pounds) 2100 61 1400 characteristics of the fastenings as shown In theiest 10-16 10-24 2350 65 1500 results. This data however, provides a meaningful. ref- 12-14 2900 92 2000 erence in determining the strength of Teks fastenings..:.* -:12-24 .tional 3250, -100 2100 Teks fasteners are avail -able with all conven 1/4-14 3800 150. 2600 commercial platings. It is recommended that Teks fas- sm teners have a minimum of 0003" Cadmium plating for 6W exterior applications. PULL OVER PULL OUT A wide range of tests, conducted by the Buildex engl-' Pittsburgh Testing Laboratory conducted a series of nearing department, show that the metal sheet, not the tests to determine the amount of force required to fastener, is the weakest part of the assembly system. pull out #12 diameter Teks self -drilling fasteners While It takes considerably less force to pull the sheet compared to the amount of force required to pull out over the fastener than it does to pull the fastener out #14 diameter Type A sheet metal screws. The sheet of the sheet, the pull over point Is still well above nor - metal screw was driven into a pre -drilled hole, .1871 mal building load requirements. IN18GAUGE IN 14 GAUGE .The force'required for pull over is determined by the FASTENER METAL METAL 1326 lbs. thickness of the metal sheet and the bearing area of *12-14 Teks/2 970 lbs. *14 Type A 1073 lbs. 1634 lbs. the fastener washer or washer face. Test results, In 50,000 psi steel, show that pull out Four different washer types, assembled to standard strengths for the #12-14 Teks/2 are considerably be- #12-14 Teks/2 self -drilling fasteners, were used to yond what Is required in any metal building application. measure pull over values for various thicknesses of Buildex engineering tests have determined the pull out 33,000 psi minimum yield metal sheet. The washers strength of the standard #12-1*4 Teks/2 In various' were: metal thicknesses as shown in the chart below.' Y2" O.D. metal cone and sealing washer, Type S The MB/w fastener for assembly of metal sheet to %" O.D. Square Cone and sealing washer wood was also tested. The pull out value for this fas- 1/2" O.Q. TwinSeal washer tener In soft pine exceeded 700 lbs. Y2" O.D. Panel Match washer PULL OUT VALUES PULL OVER VALUES - #12-14 TEKS/2 SELF -DRILLING FASTENER 12-14 TEKS/2 SELF -DRILLING FASTENER 2400 I aw I I I I 7000 2400 22DO 2000. law lbw 1400 12M low aw IM 9 210 ppp App A70 A00 Apo loo 17 Z9 20C : nue issii„w,► aquae ism lew t4w O 1200 low sm 6W 4CID 7000 2400 22DO 2000. law lbw 1400 12M low aw IM 9 210 ppp App A70 A00 Apo loo 17 Z9 20C : nue issii„w,► aquae BY: BGH DATE: 11/8/04 SUBJECT FREESTANDING COVER 3 SHEET NO. 5 CHKD. BY: DATE: FRED BAND JOB NO. 04299 C PURLINS A 5'- 0" - DEAD LOAD + LIVE LOAD: FROM 1996 AISI SPECIFICATION SECTION C3.1.3: MAX. SPAN = 18.5 FT. TRY: 8 x 2 1/2 x 14 GAGE C PURLINS Fy = 55 KSI T.W. = 5 FT. Sib= 1.67 (C3.1.3) DL = 2.00 PSF wpL = 2.00 x 5.00 = 10.00 #/FT. LL = 20 PSF wLL = 20.00 x 5.00 = 100.00 1FT. RmAx = 1018 LBS. (ASSUMES SIMPLE SPAN) MmAx = 4706 FT. -LBS. (ASSUMES SIMPLE SPAN) Se = 2.3 IN.' R = 1 TOP FLANGE IS IN COMPRESSION AND IS SCREWED TO SHEET METAL MALLOW = [RxSexFy/S 1= 6312 FT. -LBS. (EQ. C3.1.3-1 OF 1996 AISI SPECS.) 4706 </= 6312 FT. -LBS. ==> MEMBER IS O.K. CHECK FOLLOWING CRITERIA: MEMBER DEPTH = MEMBER THICKNESS = FLANGE WIDTH = FLAT FLANGE WIDTH = DEPTH TO THICKNESS RATIO = DEPTH TO FLANGE WIDTH = FLAT WIDTH TO THICKNESS OF FLANGE = LAP LENGTH = MEMBER SPAN = ARE SPANS IDENTICAL ("Y" FOR YES & "N" FOR NO): ARE FLANGES PREVENTED FROM MOVING AT SUPPORTS ("Y" FOR YES & "N" FOR NO): 8 IN. ==> MEMBER DEPTH < 11 1/2 IN. O.K. 0.0747 IN. 2.5 IN. 2.125 IN. 107 60 <= d/t RATIO <= 170 O.K. 3.2 depth/flange width <= 4.5 O.K. 28.4 16 <= flat width/flange thickness <=43 O.K. 0 IN. (SIMPLE SPAN) 18.5 FT. < 33 FT. ==> MEMBER SPAN IS O.K. Y BAY SPACINGS ARE O.K. Y MEMBER IS O.K. ** INSULATION SHALL BE GLASS FIBER BLANKET 0-6 IN. THICK COMPRESSED BETWEEN THE MEMBER AND PANEL IN A MANNER CONSISTENT WITH THE FASTENER BEING USED. ** FASTENER TYPE: MINIMUM NO. 12 SELF -DRILLING OR SELF -TAPPING SHEET METAL SCREWS OR 3/16 IN. RIVETS, WASHERS 1/2 IN. DIAMETER. ** FASTENERS SHALL NOT BE STANDOFF TYPE SCREWS. ** FASTENERS SHALL BE SPACED NOT GREATER THAN 12 IN. ON CENTER AND PLACED NEAR THE CENTER OF THE BEAM FLANGE. USE 8 x 21/2 x 14 GAGE CEE PURLINS @ 5'-0" O.C. IMS y141uq 'AA"Z_I''( —tl{► w«,10 Cs BY: BGH CHKD. BY: DATE: 3/7/05 SUBJECT FREE STANDING COVER 3 DATE: FRED BAND SHEET NO. 6 JOB NO. 04299 C PURLINS (a� 5'- 0" - D.L. + W.L.: FROM 1996 AISI SPECIFICATION SECTION C3.1.3: MAX. SPAN = 18.5 FT. TRY: 8 x 2 1/2 x 14 GAGE C PURLINS Fy = 55 KSI T.W. = 5 FT. Sib= 1.67 ' (C3.1.3) Cq = 1.30 - 0.27 = 1.03 (FOR TRIBUTARY AREA) WIND PRESSURE= 1.06 x 14.40 x 1.03 x 1.00 = 15.72 PSF UNIFORM WIND LOAD= 78.6 LBS./FT. RMAx = 727 LBS. (ASSUMES SIMPLE SPAN) MMAx = 3363 FT. -LBS. (ASSUMES SIMPLE SPAN) Se = 2.3 IN.' R = 0.4 PER SECTION C3.1.3 OF 1996 AISI SPECIFICATIONS MALLOW = [RxSexFy/Qb]x4/3 = 3367 FT. -LBS. (EQ. C3.1.3-1 OF 1996 AISI SPECS.) 3363 </= 3367 FT. -LBS. ==> MEMBER IS O.K. CHECK FOLLOWING CRITERIA: MEMBER DEPTH = 8 IN. __> MEMBER DEPTH < 11 1/2 IN. O.K. MEMBER THICKNESS = 0.0747 IN. FLANGE WIDTH = 2.5 IN. FLAT FLANGE WIDTH = 2.125 IN. DEPTH TO THICKNESS RATIO = 107. 60 <= d/t RATIO <= 170 O.K. DEPTH TO FLANGE WIDTH = 3.2 depth/flange width <= 4.5 O.K. FLAT WIDTH TO THICKNESS OF FLANGE = 28.4 16 <= flat width/flange thickness <=43 O.K. LAP LENGTH = 0 IN. (SIMPLE SPAN) MEMBER SPAN = 18.5 FT. < 33 FT. ==> MEMBER SPAN IS O.K. ARE SPANS IDENTICAL ("Y" FOR YES & "N" FOR NO): Y BAY SPACINGS ARE O.K. ARE FLANGES PREVENTED FROM MOVING AT SUPPORTS ("Y" FOR YES & "N" FOR NO): Y MEMBER IS O.K. ** INSULATION SHALL BE GLASS FIBER BLANKET 0-6 IN. THICK COMPRESSED BETWEEN THE MEMBER AND PANEL IN A MANNER CONSISTENT WITH THE FASTENER BEING USED. ** FASTENER TYPE: MINIMUM NO. 12 SELF -DRILLING OR SELF -TAPPING SHEET METAL SCREWS OR 3/16 IN. RIVETS, WASHERS 1/2 IN. DIAMETER. ** FASTENERS SHALL NOT BE STANDOFF TYPE SCREWS. ** FASTENERS SHALL BE SPACED NOT GREATER THAN 12 IN. ON CENTER AND PLACED NEAR THE CENTER OF THE BEAM FLANGE. USE 8 x 2 1/2 x 14 GAGE CEE PURLINS @ 5'-0" O.C. BY: BGH DATE: 11/8/04 SUBJECT FREE STANDING COVER 3 CHKD. BY: DATE: FRED BAND FRAME LOADING: ** SEE BELOW FOR FRAME SECTION AND JOINT COORDINATES. LOADS: LBS./FT. (FRAME SELF WEIGHT INCLUDED IN ANALYSIS) SHEET NO. I JOB NO. 04299 WD.L. = 2.00 PSF x 10 FT = 21 WL.L. = 20 PSF x 10 FT = 205 LBS./FT. SEISMIC: PSEISMIC = 0.2922 x WD.L. (FROM PG. G1) PSEISMIC = 0.2922 x 5.00 x 10 x 17 = 247 LBS. APPLIED @ JOINT 3 WIND: qs = 1.00 x 12.60 = 12.6 PSF (UBC 1624 NOT APPLICABLE) W.L. CASE 1: MONOSLOPE STRUCTURE WINDWARD ROOF: 1.20 x 'u x 1.06 x . x 10 = , 7 LBS./FT. (OUTWARD) ** SEE PAGES '�-F FOR D.L. + L.L. & D.L. + W.L. ANALYSIS. NEW FRAME, AS SHOWN BELOW, W/ NEW MEMBERS CALLED OUT BELOW ==> O.K. s" SIN), eTc-1 m .® �oltJT �oo� 01iJ�TES I Z 'o\' 'c \ ,��> ® bL� s� o� BY: BGH DATE: 11/08/04 SUBJECT FREE STANDING COVER 3 SHEET NO. 8 CHKD. BY: DATE: FRED BAND JOB NO. 04299 POLE FOOTINGS FOR 5" DIA. STANDARD PIPE COLUMNS: MAX. MOMENT FROM FRAME ANALYSIS @ BASE OF COLUMNS: M MAX. _ jCofl FT. - # COORESPONDING SHEAR = (FROM PG. F10 - SEISMIC) (,43 # EQUIVALENT HEIGHT = . 15 FT. SEE PG. 9 FOR STABILITY ANALYSIS OF POLE FOOTINGS. MAX. AXIAL LOAD FROM FRAME ANALYSIS: P MAX DOWN = 2170 # P MAX UP = 885 # RESISTANCE FROM 18" DIA. FOOTING: (FROM PG. Ftp.) (FROM PG. F7) Xj. A?,40 lG'rz6 P ALLOW. = 15500 (2 x n x 0.500) x 3.50 = 2749 # 2749 > 2170 POLE FOOTING IS O.K. PROVIDE A 1'-6" DIAMETER x 5'- (" DEEP POLE FOOTING @ EACH 5" DIAMETER PIPE COLUMN TYP. GERARD HOMER & ASSOCIATES 2374 W. WHITENDALE AVE. VISALIA, CALIFORNIA 93277 (559) 734-6675 FAX(559) 734-5232 E:ghomerstructengr@sbcglobal.net Title: Dsgnr: Description Scope ( Job # C-> Date: 9:30AM, 23 NOV 04 Rev: 580002 User. KW -0600671, Ver 5.8.0, 1 -Deo -2003 Pole Embedment in Soil Page 1 (-)1983-2003 ENERCALC Engineering Software Description FOOTING FOR 5" DIA. STD. PIPE COLUMNS General Information Code Ref: 1997 UBC 1806.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 i6 4.3 Allow Passive 300.00 pcf Applied Loads... Max Passive 1,000.00 Psf Point Load 643.00 lbs Load duration factor 1.333 distance from base 15.000 ft Pole is Circular Diameter 18.000 in Distributed Load 0.00 #/ft No Surface Restraint distance to top 0.000 ft distance to bottom 0.000 ft Summary Moments @ Surface... Point load 9,645.00 ft-# Total Moment 9,645.00 ft-# Distributed load 0.00 Total Lateral 643.00 lbs Without Surface Restraint... Required Depth 5.500 ft Press @ 1/3 Embed... Actual 728.48 psf Allowable 730.88 psf �-2 Company Gerard Homer and Associates Nov 22, 2004 7 PM Designer BGH Checkkee d By: Job Number: 04229 COVER 3 FRAME ANALYSIS Che Global isplay Sections for Member Calcs3 Max Internal Sections for Member Calcs 99 Include Shear Deformation Yes Merge Tolerance in .12 P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD NDS Wood Code NDS 91: ASD NDS Temperature < 10OF Concrete Code ACI 1999 Number of Shear Regions 29000 Region Spacing Increment in tRectan Concrete Stress Block ular Use Cracked Sections Bad Framing Warnings No Unused Force Warnin s Yes Hot Rolled Steel Properties Laoe 1 A36 29000 11154 .3 .65MA 50 2 A572Grade50 29000 11154 .3 .6550 3 A992 29000 11154 .3 .654 42 A500 42 29000 11154 .3 .65 46 5 A500 46 29000 11154 .3 .65 33 ggnnn 11154 .3 .65 Hot Rolled Steel Section Sets 1 2 PIPE 5.0 1 P Member Primary Data A33 F 4.3 15.162 1 15.162 2.68 2.19 16.4 Member Advanced Data PIN A RISA -2D Version 6.0 [C:\RISA\04299_SHADE3.r2d] rage I Company Gerard Homer and Associates Nov 22, 20047:27 004 Designer BGH Checkkee d By: Job Number : 04229 COVER 3 FRAME ANALYSIS Che Joint Coordinates and Temperatures Joint Bounda Conditions Hot Rolled Steel Design Parameters 1 M1 COLUMNS 15 2 M2 COLUMNS 15.604 2.1 3 M3 BEAMS 1.001 _ 2 Basic Load Cases Joint Loads and Enforced Displacements (BLC 4 • SEISMIC) Member Distributed Loads (BLC 1 • DL) Member Distributed Loads (BLC 2 • LL) RISA -21) Version 6.0 [C:\RISA\04299_SHADE3.r2d] Page 2 Company Gerard Homer and Associates Nov 22, 2004 Designer BGH 7:27 Job Number : 04229 COVER 3 FRAME ANALYSIS Checked By: Member Distributed Loads (BLC 3: WL _ _. �..A I nnniinnfff O/_7 M3 Load Combinations Load Combination Desi - n 164 0 0 164 0 0 164 0 0 oesc i cion - LL Yes Yes Yes 1 DL + L 1.333 Yes Yes Yes Y 2 DL + L 3 DL + SEISMIC 1.333 Yes Yes Yes Y Joint Reactions Member Section Forces Member Section Stresses Page 3 RISA -2D Version 6.0 [C:\RISA\04299_SHADE3.r2d] Company Gerard Homer and Associates Nov 22, 2004 Designer BGH 7:27 PM Job Number : 04229 COVER 3 FRAME ANALYSIS Checked By: Member Section Stresses (Continued) Member Section Deflections 1 LC a er Label sec MAMIL^'l 0 0 0 3 19.8 2 3 .452 NC 3 1 4 1 M2 1 .505 0 0 0 5 0 0 2 .478 0 0 0 6 0 NC 3 .452 0 0 0 7 1 M3 1 0 0 0 0 8 8 4.024 2 -.002 -.117 -.063 .063 g 1 M5 3 -.004 -.234 -.254 .254 10 1 M4 1 .026 1.7 -.254 .254 11 2 0 2 0 0 13.096 -13.096 12 0 -.003 3 -.026 -1.7 -.254 .254 13 1 M5 1 .004 .234 -.254 .254 14 NC 15 2 .002 .117 -.063 .063 15 3 0 0 0 0 Member Section Deflections 1 LC 1 Me Der age M1 JCc 1 ^ 0 E� 0 NC 2 3.685 19.8 2 -.001 0 NC 3 1 M2 3 -.003 0 NC 4 1 M2 1 0 0 NC 5 1 M3 2 -.002 0 NC 6 28.964 30 3 -.003 0 NC 7 1 M3 1 0 .102 NC 8 4.024 30 2 0 .05 NC g 1 M5 3 0 -.003 NC 10 1 M4 1 0 -.003 NC 11 2 0 -.485 361.514 12 3 0 -.003 NC 13 1 M5 1 0 -.003 NC 14 2 0 .05 NC 15 3 0 .102 1 NC Member ASD Steel Code Checks (By Combination) -- ri..r�..:, 11 r,- Fnn Udl 1 1 nn M1 RISA -2D Version 6.0 [C:\RISA\04299_SHADE3.r2d] Page 4 .LQember snape PIPE 5.0 u 136x Loon Jll000 � AVIIO 3.685 19.8 21.78 1 75 .6 H1-1 2 1 M2 PIPE 5.0 .148 0 .000 0 3.406 19.8 21.78 1.75 .6 111-1 3 1 M3 W6X9 .008 1.001 .012 1.001 28.964 30 33 1.75 .85 H2-1 4 1 M4 W6X9 .456 7.256 .085 14.513 4.024 30 28.715 1 .85 1-11-2 5 1 M5 W6X9 .008 0 .012 0 28.964 30 33 1.75 .85 H1-2 RISA -2D Version 6.0 [C:\RISA\04299_SHADE3.r2d] Page 4 �-7 Company Gerard Homer and Associates Nov 22, 2004 Designer BGH 7:28 PM Job Number: 04229 COVER 3 FRAME ANALYSIS Checked By: Joint Reactions ..._, v rL, M7 fk-ftl LC 1 2 joini Laoei N 1 Lmi - .06 - -.885 -.896 2 2 N4 .053 -.876 -.828 3 2 Totals: .113 -1.761 4 2 COG (ft): X: 7.214 Y: 17.247 Member Section Forces Cho.rrkl MnmPntfk-ftl 1 LG 2 me oer L uei Ml 1 -.885 -.06 -.896 2 2 2174.972 2 -.994 -.06 -.448 3 -.986 3 3 -1.104 -.06 0 4 2 M2 1 -.876 -.053 -.828 5 1 1.823 2 -.99 -.053 -.414 6 -.23 -.025 3 -1.104 -.053 0 7 2 M3 1 0 0 0 8 M3 1. 2 2 0 .067 -.017 g 3 -.001 .134 -.067 10 2 M4 1 .012 -.972 -.067 11 -.145 7.465 12 2 .003 0 3.458 12 .145 -.145 3 -.006 .972 -.067 13 2 M5 1 .001 -.134 -.067 14 0 -.067 2 0 -.067 -.017 15 3 0 3 0 0 0 Member Section Stresses Tnn Benrlinnrksil Rot Bendinafksil 1 LG 2 MeMUer Laoei M1 oau 1 r+niai ^�� -.206 -.028 1.973 -1.973 2 2174.972 3 2 -.231 -.028 .986 -.986 3 0 0 3 -.257 -.028 0 0 4 2 M2 1 -.204 -.025 1.823 -1.823 5 2 -.23 -.025 .912 -.912 6 3 -.257 -.025 0 0 7 8 2 M3 1. 2 0 0 0 .067 0 .036 0 -.036 g 3 0 .134 .145 -.145 10 11 2 M4 1 2 .005 .001 -.969 0 .145 -7.465 -.145 7.465 12 3 -.002 .969 .145 -.145 13 2 M5 1 0 -1134 .145 -.145 14 2 0 -.067 .036 -.036 15 3 0 1 0 0 0 Member Section Deflections v rinl (n) Uv Ratio LG Memper Lauejis 1 2 M1 1 L 0 0 NC 2 2 0 .083 2174.972 3 3 .001 .265 680.328 4 2 M2 1 0 0 NC RISA -2D Version 6.0 [C:\RISA\04299_SHADE3.r2d] Page 5 r M, Company Gerard Homer and Associates Nov 22, 2004 Designer BGH 7:28 PM Job Number: 04229 COVER 3 FRAME ANALYSIS Checked By: Member Section Deflections (Continued) .. r:..r /n\ 1 /.• Dofin 5 L me Der La DCI ovl. 2 0 .083 -- 2262.632 6 4.913 26.393 3 .001 .265 707.696 7 2 M3 1 -.264 -.048 NC 8 4.54 26.393 2 -.264 -.018 NQ 9 2 M3 3 -.264 .013 NC 10 2 M4 1 -.264 .012 NC 11 2 M4 2 -.264 .287 634.213 12 5.363 39.99 3 -.264 .012 NC 13 2 M5 1 -.264 .013 NC 4 38.609 39.99 2 -.264 -.017 NC [�jl 15 3 -.264 -.048 NC Member ASD Steel Code Checks (By Combination) 1 U, 2 IVlefrluer M1 JIIQ u PIPE 5.0E.566 v%. MCA 6 a.�a. n 0 v .002 0 4.913 26.393 29.033 1.75 .6 H2-1 2 2 M2 PIPE 5.01 0 .001 0 4.54 26.393 29.033 1.75 .6 H2-1 3 2 M3 W6X93 1.001 .005 1.001 38.609 39.99 43.989 1.75 .85 H2-1 4 2 M4 W6X9 7.256 .036 14.513 5.363 39.99 13.188 1 .85 H1-2 5 2 M5 W6X93 0- .005 0 38.609 39.99 43.989 1.75 .85 1-11-2 L �fSC X1. 3 d�G�� 7"f RISA -2D Version 6.0 [C:\RISA\04299_SHADE3.r2d] Page 6 -.226k2 Loads: LC 1, DL + LL Results for LC 1, DL + LL Reaction units are k and k -ft Gerard Homer and Associates BGH 04229 COVER 3 -.226k/ft FRAME ANALYSIS Nov 22, 2004 at 7:29 PM 04299_SHADE3. r2d Company Gerard Homer and Associates Nov 22, 2004 Designer BGH 7:29 PM Job Number: 04229 COVER 3 FRAME ANALYSIS Checked By: Joint Reactions 1 r WM I ohne Y rLl v rLl 11A7 rk-Hl 1 3 N 1 -.643 .441 9.649 2 3 N4 -.572 .504 8.922 3 3 Totals: -1.215 .945 4 3 COG (ft): X: 7.318 Y: 11.679 Member Section Forces I r RAr....h-r 1 nheil Ce.. A..io1rL1 Ch -n l AA--frL_ffl 1 3 Ml 1 .441 .643 9.649 2 2 202.025 2 .332 .643 4.824 3 10.62 3 3 .222 .643 0 4 3 M2 1 .504 .572 8.922 5 .266 -19.64 2 .39 .572 4.461 6 .091 .266 3 .275 .572 0 7 3 M3 1 0 0 0 8 M3 1 2 0 -.015 .004 9 3 -.001 -.03 .015 10 3 M4 1 -.635 .218 .015 11 .033 10 2 -.644 0 -.777 12 -.033 .033 3 -.653 -.218 .015 13 3 M5 1 .001 .03 .015 14 -.244 -.218 2 0 .015 .004 15 1 0 3 0 0 0 Member Section Stresses 1 r` AAnmhnr I ohnl Cnr Avi. in-il Chnorr4cil Tnn Rnnrli-n-il Rn4 Rnnrlinnrlecil 1 3 Ml 1 .103 .299 -21.24 21.24 2 202.025 3 2 .077 .299 -10.62 10.62 3 0 0 3 .052 .299 0 0 4 3 M2 1 .117 .266 -19.64 19.64 5 2 .091 .266 -9.82 9.82 6 3 .064 .266 0 0 7 3 M3 1 0 0 0 0 8 2 0 -.015 -.008 .008 9 3 0 -.03 -.033 .033 10 3 M4 1 -.237 .218 -.033 .033 11 2 -.24 0 1.678 -1.678 12 3 -.244 -.218 -.033 .033 13 3 M5 1 0 .03 -.033 .033 14 2 0 .015 -.008 .008 15 3 0 0 0 0 Member Section Deflections I r AAnmhnr I ohnl Cnn v rinl v rinl MN 1 /v Rn4in 1 3 M1 1 0 0 NC 2 2 0 -.$91 202.025 3 3 0 -2.848 63.193 4 3 M2 1 0 0 NC RISA -21) Version 6.0 [C:\RISA\04299_SHAD E3.r2d] Page 7 HT1 Company Gerard Homer and Associates Nov 22, 2004 Designer BGH 7:29 PM Job Number : 04229 COVER 3 FRAME ANALYSIS Checked By: Member Section Deflections (Continued) 1 r KA,... k- I -&,-i cam.._ 52 3 0 -.891 210.069V 6 3 0 -2.85 65.704 7 3 M3 1 2.846 -.106 NC 8 2 2.846 -.113 1777.296 9 3 2.846 -.12 888.385 10 3 M4 1 2.846 -.119 NC 11 2 2.847 -.181 2822.063 12 3 2.847 -.119 NC 13 3 M5 1 2.847 -.12 889.897 14 2 2.847 -.113 1780.322 15 3 2.847 -.107 NC Member ASD Steel Code Checks (By Combination) I r. fth mhar Ch- 11r` AA- 1 -rai Cly- 1 w- I --r"i 1 3 M1 PIPE 5.0 .735 0 .017 v0 4.913 26.393 29.033 1.75 .6 1-11-2 2 3 M2 PIPE 5.0 .681 0 .015 0 4.54 26.393 29.033 1.75 .6 1-11-2 3 3 M3 W6X9 .001 1.001 .001 1.001 38.609 39.99 43.989 1.75 .85 H2-1 4 3 M4 W6X9 .048 7.256 .008 14.513 5.363 39.99 39.99 1 .85 1-12-1 5 3 M5 W6X9 .001 0 .001 0 38.609 39.99 43.989 1.75 .85 1 1-11-2 L A,. Z- I. ,Z, A0 +7; --11? CS, FIT r -I, I 2 > 11?�- 0�7X Ir2�U�X�Z 2X �t *�, .0 1 r2 44-2,4.5 2 RISA -21) Version 6.0 [C:\RISA\04299_SHADE3.r2d]. Page 8 STRUCTURAL CALCULATIONS FOR �►'�Pw►�T.-Coves -��1- �-�� ,�- FREE STANDING COVER BUBALUS CHEESE PLANT JOB NO. 04299 FOR: FRED BAND & ASSOCIATES PREPARED BY: B. HOMER DATE: 11/4/2004 CONTENTS DESIGN CRITERIA G1 ROOF PANELS 1 - 4 PURLINS 5-6 FRAME LOADING & SECTION 7 POLE FOOTING ANALYSIS 8 - 9 APPENDIX APPENDIX "F" - FRAME ANALYSIS F1 - F13 APR 2, 6 2005 VVIL E)AN f RCEIV MAR 15 2005 WILLDAN q?,0f FSS/ Up�,�` .2373 RUCT C`��' p� OF CAl1� z J G6� NO. DATE BY DESCRIPTION REVISIONS JN (.0 N Q C o c m W U m ~_ U J In In N u N 75 2 U) E 0 s cm w w Ew W Z 0 z w • J U H (6 1 BY: BGH DATE: 3!1/05 SUBJECT FREESTANDING COVER SHEET NO. G1 CHKD. BY: DATE: FRED BAND JOB NO. 04299 DESIGN CRITERIA CODE 2001 C.B.C. LOADING ROOF LIVE LOAD: 20 PSF (REDUCIBLE) SEISMIC: ZONE = 3 TOTAL DESIGN BASE SHEAR Cv = 0.54 x Nv V= CAW = 1.4723 x W Ca = 0.36 x Na RT R= 2.2 TOTAL DESIGN BASE SHEAR (NEED NOT EXCEED) I= 1 V=2.5CaIW F 0.2922 x W hn= 10.79 R Ct= 0.02 TOTAL DESIGN BASE SHEAR (NOT LESS THAN) Nv= 1 V= 0.11CaIW F 0.0396 x W Na= 1 S.D. (1) W.S.(1.4) = 1.4 SEISMIC ZONE 4 (NOT LESS THAN) * SOIL PROFILE TYPE Sd V= 0.8ZNvl = 0.0779 x W * SEISMIC SOURCE TYPE N.A. R " CLOSEST DIST. TO N.A. T=Ct(hn)^0.75= 0.119 SEC KNOWN SEISMIC SOURCE WIND: Ce = 1.06 RIDGE HEIGHT = 11.583 FT. 75 MPH EXP C qs= 14.4 EAVE HEIGHT = 10 FT. 1= 1 MEAN ROOF HEIGHT = 10.79 FT. SOIL PRESSURE 1000 PSF PER TABLE 18-1-A OF UBC MATERIALS CONCRETE fc = 2500 PSI at 28 DAYS STEEL A992 or A36 GRADE 50 WF & OTHER SHAPES AND PLATE A36 Fy=36 ksi PIPES A53 Fy=35 TUBES A500 GRADE B Fy=46 WOOD ALL LUMBER SHALL NOT EXCEED 19% MOISTURE CONTENT * STRUCTURAL LIGHT FRAMING & APPERANCE NO 2 D.F. Larch LIGHT FRAMING NO 2 D.F. Larch STRUCTURAL JOISTS & PLANKS NO 2 D.F. Larch BEAMS & STRINGERS NO 2 D.F. Larch POST & TIMBERS NO 2 D.F. Larch UNLESS OTHERWISE NOTED * It shall be the Contractor's responsibilty to verify the moisture content and dry wood to 19% maximum moisture content or use- kiln dried lumber. BY: I BGH DATE: 3/7/05 SUBJECT FREESTANDING COVER SHEET NO. 1 CHKD. BY: DATE: FRED BAND JOB NO. 04229 ROOF PANELS FOR PURLINS an 5'-0" SPACINGS: SEE PAGES 3 FOR PANEL DATA WDL = 1.00 PSF WLL = 20.00 PSF SPAN = 5 FT. FROM PAGE 3: FOR: 26 GA., 2 SPAN CONDITION WALLOW. = 80 PSF > 21.00 PSF OX CHECK WIND UPLIFT: @ AREAS OF DISCONTINUITY T.A. = 5.00 FT. x 3.00 FT. = 15.00 FT.z Cq = 2.6 (MAX. UPWARD FOR ROOF) (Ce) (qs) (Cq) (1) WIND PRESSURE = 1.06 x 14.40 x 2.6 x 1.00 = 39.69 PSF ALLOWABLE WIND PRESSURE = 80 PSF (FROM PAGE 3) 39.69 < 80 PSF==> UPLIFT OX 26 GAGE B.H.P. HR -36 PANELS MIN. OR EQUIVALENT, W/ Fy =80 KSI, O.K. SEE PAGE 4 FOR SCREW DATA: TRY: 3 -#12-14 x 1" SCREWS W/ 1/2" DIA. WASHERS PULLOUT = 850 LBS. _ 283 LBS./SCREW 3.0 S.F. 600 LBS. — 200 LBS./SCREW PULLOVER = 3.0 S.F. (S.F. = SAFETY FACTOR) ACTUAL UPLIFT = 39.69 x 5.00 FT. x 1 FT. = 198 W// SCREW SPACINGS 198 < 200 PSF ==> O.K. JSE 3 - #12-14 x 1" SCREWS PER PANEL W/ 1/2" DIA. WASHER: MIN. - O.K. (PANELS ARE 3 FT. WIDE) HR36 2626 & 29 Gauge Cladding Featuring BHP Zincalum& For Twice the Life! Zincalume combines the strength of steel with the corrosion resistance of aluminum for twice the life of zinc coatings HR -36 is a through -fastened metal panel with full 36" coverage. HR -36 is predominantly used in industri- al roof and wall applications. Wider coverage means fewer panels to handle and install, saving time and money. Long spanning capability-, design provides superior load and span capacities, saving money in structural support. Quick, economical trim packages available as standard trim pieces that can be ordered by number. Crimp Curving available for a unique appearance. High tensile steel panels in 29 and 26 gauge panels available with several coating options: • Polyester paint system • SMP (Silicone Modified Polyester) paint system. Fiberglass skylight panels are available to match the profile of the metal panels. HR -36 (Typical Roof Application) 1-73/16"- l (coated side) 1 36"Net Coverage Reversed HR -36 (Typical Wall Application) 1 1/2" I-7 3/16"41 l(coated side) 36" Net Coverage OBHP BHP Steel Building Products IDSA Inc. Sacramento - 80o-726-2727,916-372-6851 FAX 916-372-7606 Los Angeles - 800-272-2466, 909-823-0401 FAX 909-823.2625 Tempe - 800-551-2062, 602-598-1200 FAX 602-598-1219 Tacoma -800-7334955,253-3834955 FAX 253-272-0791 Salem -800-272-7023,503-390-7174 FAX 503-390-7443 Spokane- 800-776-8771,509-535-0600 FAX 509-535-1346 Anchorage- 800478-2727,907-349-2727 FAX 907-344-7095 Salt Lake City- 800.441-2477, 801-978-0888 FAX 801-978-9099 HR -36 Section. Properties.'.. Gauge Wt. S+ I+ S— I— (lbs/It') (in'/ft) (in'/ft) ft) (in'/ft) (W/7 0.74 .0623 .0582 .0562 .0592 26 0.98 .0895 .0825 .0839 .0838 OBHP BHP Steel Building Products IDSA Inc. Sacramento - 80o-726-2727,916-372-6851 FAX 916-372-7606 Los Angeles - 800-272-2466, 909-823-0401 FAX 909-823.2625 Tempe - 800-551-2062, 602-598-1200 FAX 602-598-1219 Tacoma -800-7334955,253-3834955 FAX 253-272-0791 Salem -800-272-7023,503-390-7174 FAX 503-390-7443 Spokane- 800-776-8771,509-535-0600 FAX 509-535-1346 Anchorage- 800478-2727,907-349-2727 FAX 907-344-7095 Salt Lake City- 800.441-2477, 801-978-0888 FAX 801-978-9099 � HR -36 HR -36 Panels Allowable Span (ft -in) Load (psf) Load/Span Table 15 2025 6'4" 30 35 40 1 10'-0" SS f 9.9 8-6 7-7 7-0 6-6 6-1 18 7 14 5 L 7-0 64 5-11 5-6 5-3 5-0 29 DS f 9-3 8-1 7-3 6-7 6-2 5-9 Gauge 20 U180 9-3 8-1 7-3 6-7 6.2 5.9 TS f 104 9-0 8-1 7-5 6-10 6.5 105 67 44 U180 8-7 7-10 8-1 6-10 6-6 6-3 133 SS f II -7 10-1 9-1 84 7-9 7-3 U180 113 U180 7-10 7-1 6-7 6-3 5-11 5-8 DS f 11-3 9-10 8-10 8-1 7-6 7-0 26 Gauge If 11-3 9-10 8-10 8-1 7-6 7-0 17 TS f 12-7 10-11 9-10 9-0 84 7-10 U180 9-8 8-10 8.2 7-8 74 7-0 Notes: • Steel conforms to ASTM A792 (Zincalume") 80,000 psi minimum yield.. • Values are based on the American Iron and Steel Institute (AISI) "Specifications for the Design of Cold -Rolled Steel Structural Members" (1986 edition, with 1989 Addendum). • Span/Load combinations to the right of the bold line apply to walls only. Specifications subject to change without notice. 3 HR -36 Panels Allowable Uniformily Distributed Load (psf) Span Load/Span Table 4'-0" 5'-0" 6'4" 1 7'4" 8'4" 9'4" 1 10'-0" SS f U180 93 79 59 1 41 41 24 30 15 23 1 10 18 7 14 5 DS f 84 53 37 27 20 16 13 29 Gauge U180 84 53 37 27 20 16 12 TS f 105 67 46 34 26 20 16 U180 105 67 44 28 19 13 10 SS f 133 85 59 43 33 26 21 U180 113 58 33 21 14 10 7 DS f 125 80 55 40 30 24 19 26 Gauge U180 125 80 55 40 30 24 17 TS f 156 100 69 50 38 3024 U180 156 100 1 63 40 27 19 14 Loading Table Legend f -Load limited by flexural bending stress L -Span hoot -Load limited by deflection SS -Single span DS -Double span TS - Triple span + L L L OBHP BHP Steel Building Products USA Inc. PULL OUT VALUES #12-14 TEKS/2 SELF -DRILLING FASTENER 2400 Sw 60D 400 T 200 1040 .050 +5 060 AM A56 16 14 STEEL THICKNESS (M1cM1) GAUGE PULL OVER VALUES 12-14 TEKS/2 SELF -DRILLING FASTENER _ 2600 110 00-- Af8 ,2 Z9 2$C14. 1 I 1 1.:,I =0 .022 .024 .026 .026 Alp .032 .WI .036 .036 .040 042 .044 .046 .016 20 •6 STEEL THICKNESS (I1cM1) GAUGE With Teks self -drilling fasteners, a strong, positive, -.lx. '-STRENGTH CHARACTERISTICS Q"' mechanical fastening is assured every time. Test re-.__... TEKS SELF -DRILLING FASTENERS sults shown here clearly indicate that the strength of .=- -- -`"- a Teks fastening far exceeds normal building load Variations in the of Fastener Fastener Fastener Min. Tensile Torque Strength Shear '(Inch requirements. physical properties -... .: the steel will cause some changes in the loading .:-'_". Size (Pounds) • -Pounds) (Pounds) 10-16 - 2100 61-:�-'-�� 1400 characteristics of the fastenings as shown in the'iest 10-24 2350 65 "` 7"''` 1500 results. This data however, provides a meaningful -ref- 12-14 2900 92 2000 erence in determining the strength of Teks fastenings. .-1224 3250 = ` 100 !_;_` 2100 Teks fasteners are available with all conventional 1/4-14 3800 150. 2600 commercial platings. It is recommended that Teks fas- 1/4-20 4225 155 2700 teners have a minimum of .0003" Cadmium plating for exterior applications. PULL OVER PULL OUT A wide range of tests, conducted by the Buildex engi- Pittsburgh Testing Laboratory conducted a series of neering department, show that the metal sheet, not the tests to determine the amount of force required to fastener, is the weakest part of the assembly system. pull out #12 diameter Teks self -drilling fasteners While it takes considerably less force to pull the sheet compared to the amount of force required to pull out over the fastener than it does to pull the fastener out #14 diameter Type A sheet metal screws. The sheet of the sheet, the pull over point is still well above nor - metal screw was driven into a pre -drilled hole, .187". mal building load requirements. IN 16 GAUGE IN 14 GAUGE METAL .The force'required for pull over is determined by the FASTENER METAL #12-14 Teks/2 970 lbs. 1326 lbs. thickness of the metal sheet and the bearing area of #14 Type A 1073 lbs. 1634 lbs. the fastener washer or washer face. Test results, in 50,000 psi steel, show that pull out Four different washer types, assembled to standard strengths for the #12-14 Teks/2 are considerably be- #12-14 Teks/2 self -drilling fasteners, were used to yond what is required in any metal building application. measure pull over values for various thicknesses of Buildex engineering tests have determined the pull out 33,000 psi minimum yield metal sheet. The washers strength of the standard # 12-1.4 Teks/2 in various were: metal thicknesses as shown in the chart below. 1/2"O.D. metal cone and sealing washer, Type S The MB/w fastener for assembly of metal sheet to %" O.D. Square Cone and sealing washer wood was also tested. The pull out value for this fas- 1/2"O.D. TwinSeal washer tener in soft pine exceeded 700 lbs. 1h"O.D. Panel Match washer PULL OUT VALUES #12-14 TEKS/2 SELF -DRILLING FASTENER 2400 Sw 60D 400 T 200 1040 .050 +5 060 AM A56 16 14 STEEL THICKNESS (M1cM1) GAUGE PULL OVER VALUES 12-14 TEKS/2 SELF -DRILLING FASTENER _ 2600 110 00-- Af8 ,2 Z9 2$C14. 1 I 1 1.:,I =0 .022 .024 .026 .026 Alp .032 .WI .036 .036 .040 042 .044 .046 .016 20 •6 STEEL THICKNESS (I1cM1) GAUGE BY: BGH CHKD. BY: DATE: 11/4/04 SUBJECT FREESTANDING COVER DATE: FRED BAND - . SHEET NO. JOB NO. 04299 C PURLINS (a) 5'- 0" - DEAD LOAD + LIVE LOAD: FROM 1996 AISI SPECIFICATION SECTION C3.1.3: MAX. SPAN = 22 FT. TRY: 10 x 2 1/2 x 14 GAGE C PURLINS Fy = 55 KSI T.W. = 5 FT. Ob = 1.67 (C3.1.3) DL = 2.00 PSF wDL = LL = 20 PSF wLL = RmAx = 1210 LBS. (ASSUMES SIMPLE SPAN) MmAx = 6655 FT. -LBS. (ASSUMES SIMPLE SPAN) 2.00 x 5.00 = 10.00 #/FT. 20.00 x 5.00 = 100.00 #/FT. Se = 3.15 IN.' R= 1 TOP FLANGE IS IN COMPRESSION AND IS SCREWED TO SHEET METAL MALLOW = [RxSexFy/ 1 = 8645 FT. -LBS. (EQ. C3.1.3-1 OF 1996 AISI SPECS.) 6655 </= 8645 FT. -LBS. ==> MEMBER IS O.K. CHECK FOLLOWING CRITERIA: MEMBER DEPTH = 10 IN. ==> MEMBER DEPTH < 11 1/2 IN. O.K. MEMBER THICKNESS = 0.0747 IN, FLANGE WIDTH = 2.5 IN. FLAT FLANGE WIDTH = 2.125 IN. DEPTH TO THICKNESS RATIO = 134 60 <= d/t RATIO <= 170 O.K. DEPTH TO FLANGE WIDTH = 4.0 depth/flange width <= 4.5 O.K. FLAT WIDTH TO THICKNESS OF FLANGE = 28.4 16 <= flat width/flange thickness <=43 O.K. LAP LENGTH = 0 IN. (SIMPLE SPAN) MEMBER SPAN = 22 FT. < 33 FT. ==> MEMBER SPAN IS O.K. ARE SPANS IDENTICAL ("Y" FOR YES & "N" FOR NO): Y BAY SPACINGS ARE O.K. ARE FLANGES PREVENTED FROM MOVING AT SUPPORTS ("Y" FOR YES & "N" FOR NO): Y MEMBER IS O.K. ** INSULATION SHALL BE GLASS FIBER BLANKET 0-6 IN. THICK COMPRESSED BETWEEN THE MEMBER AND PANEL IN A MANNER CONSISTENT WITH THE FASTENER BEING USED. ** FASTENER TYPE: MINIMUM NO. 12 SELF -DRILLING OR SELF -TAPPING SHEET METAL SCREWS OR 3/16 IN. RIVETS, WASHERS 1/2 IN. DIAMETER. ** FASTENERS SHALL NOT BE STANDOFF TYPE SCREWS. ** FASTENERS SHALL BE SPACED NOT GREATER THAN 12 IN. ON CENTER AND PLACED NEAR THE CENTER OF THE BEAM FLANGE. USE 10 x 21/2 x 14 GAGE CEE PURLINS @ 5'-0" O.C. BY: BGH DATE: 3/7/05 SUBJECT FREESTANDING COVER SHEET NO. 6 CHKD. BY: DATE:. .. FRED BAND JOB NO. 04299 C PURLINS (q-) 5'- 0" - D.L. + W.L.: FROM 1996 AISI SPECIFICATION SECTION C3.1.3: MAX. SPAN = 22 FT. TRY: 10 x 2 1/2 x 14 GAGE C PURLINS Fy = 55 KSI T.W. = 5 FT. Qb = 1.67. (C3.1.3) Cq = 1.20 - 0.30 = 0.9 (FOR TRIBUTARY AREA) WIND PRESSURE= 1.06 x 14.40 x .90 x 1.00 = 13.74 PSF UNIFORM WIND LOAD = 68.7 LBS./FT. RMAx = 756 LBS. (ASSUMES SIMPLE SPAN) MMAX = 4156 FT. -LBS. (ASSUMES SIMPLE SPAN) Se = 3.15 IN.' R = 0.4 PER SECTION C3.1.3 OF 1996 AISI SPECIFICATIONS MALLOW = [RxSexFy/0b]x4/3 = 4611 FT. -LBS. (EQ. C3.1.3-1 OF 1996 AISI SPECS.) 4156 </= 4611 FT. -LBS. ==> MEMBER IS O.K. CHECK FOLLOWING CRITERIA: MEMBER DEPTH = 10 IN. ==> MEMBER DEPTH < 11 1/2 IN. O.K. MEMBER THICKNESS = 0.0747 IN. FLANGE WIDTH = 2.5 IN. FLAT FLANGE WIDTH = 2.125 IN. DEPTH TO THICKNESS RATIO = 134 60 <= d/t RATIO <= 170 O.K. DEPTH TO FLANGE WIDTH = 4.0 depth/flange width <= 4.5 O.K. FLAT WIDTH TO THICKNESS OF FLANGE = 28.4 16 <= flat width/flange thickness <=43 O.K. LAP LENGTH = 0 IN. (SIMPLE SPAN) MEMBER.SPAN = 22 FT. < 33 FT. ==> MEMBER SPAN IS O.K. ARE SPANS IDENTICAL ("Y" FOR YES & "N" FOR NO): Y BAY SPACINGS ARE O.K. ARE FLANGES PREVENTED FROM MOVING AT SUPPORTS ("Y" FOR YES & "N" FOR NO): Y MEMBER IS O.K. ** INSULATION SHALL BE GLASS FIBER BLANKET 0-6 IN. THICK COMPRESSED BETWEEN THE MEMBER AND PANEL IN A MANNER CONSISTENT WITH THE FASTENER BEING USED. ** FASTENER TYPE: MINIMUM NO. 12 SELF -DRILLING OR SELF -TAPPING SHEET METAL SCREWS OR 3/16 IN. RIVETS, WASHERS 1/2 IN. DIAMETER. ** FASTENERS SHALL NOT BE STANDOFF TYPE SCREWS. ** FASTENERS SHALL BE SPACED NOT GREATER THAN 12 IN. ON CENTER AND PLACED NEAR THE CENTER OF THE BEAM FLANGE. USE 10 x 2 112 x 14 GAGE CEE PURLINS @ 5'-0" O.C. BY: BGH DATE: 11/4/04 SUBJECT FREESTANDING COVER CHKD. BY: DATE: FRED BAND FRAME LOADING: ** SEE BELOW FOR FRAME SECTION AND JOINT COORDINATES. LOADS: SHEET NO JOB NO. WD.L. = 2.00 PSF x 12 FT = 24 LBS./FT. (FRAME SELF WEIGHT INCLUDED IN ANALYSIS) WL.L. = I -C® PSF x 12 FT = 141 2 LBS./FT. CT, , Z Z ��{(�>L +ao eT, SEISMIC: PSEiSMiC = 0.2922 x WD.L. (FROM PG. G1) PSEiSMiC = 0.2922 x 5.00 x 12 x 40 = 701 LBS. APPLIED @ JOINT 6 SO WIND: Y qS = 1.00 x lq* = 144- PSF (UBC 1624 NOT APPLICABLE) W.L. CASE 1: MONOSLOPE STRUCTURE WINDWARD ROOF: 0.70 x 1A,40 x 1.06 x x 12 LBS./FT. (OUTWARD) SEE PAGES FOR D.L. + L.L. & D.L. + W.L. ANALYSIS. A� or ��►.. wL00 r IJ Lbw D1 P��c� �� -�p� 4v NEW FRAME, AS SHOWN BELOW, W/ NEW MEMBERS CALLED OUT BELOW ==> O.K. , �J) w -l- 13 e *i'\ BY: BGH DATE: 11/04/04 SUBJECT FREESTANDING COVER SHEET NO CHKD. BY: DATE: FRED BAND JOB NO. POLE FOOTINGS FOR 4" DIA. STANDARD PIPE COLUMNS: MAX. MOMENT FROM FRAME ANALYSIS @ BASE OF COLUMNS: M MAX. = 2845 FT. -# (FROM PG. F11 - SEISMIC) COORESPONDING SHEAR = 285 # EQUIVALENT HEIGHT = 9.982 FT. SEE PG. 9 FOR STABILITY ANALYSIS OF POLE FOOTINGS. 8 04299 MAX. AXIAL LOAD FROM FRAME ANALYSIS: �CJZQT)E,a- coWmo> P MAX DOWN = 5137 # (FROM PG. F3) JJJ P MAX UP = 1601 # (FROM PG. F7) RESISTANCE FROM 12" DIA. FOOTING: P ALLOW. = 15600 (2 x 7< x 0.500 ) x 6.50 = 5105 # 5105 < 5137 -- 0.63% OVER @ CENTER COLUMN, O.K. mwx- ca, 0ovskm 6a';o nrs u 75 MPR m�eo�►� L �-1Z5 � LeG. F 1) �{.�,�, �e G L�O� �F 1 �'� .1�1� =�B+e� 1 ME C-9 ?DUZ UAILW)os Title: Job # 04�[A 1 Dsgnr: BGH Date: 3:34PM, 4 NOV 04 Description: POLE FOOTINGS FOR PIPE COLUMNS Scope Rev: 580000 Page 1 User:Kw-060067,, Ver 5.9.0, 1-Dec-2003 Pole Embedment in Soil (c)1983-2003 ENERCALC Engineering Software jamhay-1.ecw:CalculaM Description FOOTINGS FORt" DIA. STANDARD PIPE COLUMNS General Information Code Ref: 1997 UBC section 2907g2, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 Allow Passive 300.00 pcf Applied Loads... Max Passive 1,000.00 Psf Point Load 285.00 lbs Load duration factor 1.333 distance from base 9.982 ft Pole is Circular distance from base 10.750 ft Diameter 12.000 in Distributed Load 0.00 #/ft No Surface Restraint Diameter distance to top 3.000 ft Distributed Load 0.00 #/ft distance to bottom 0.000 ft Moments @ Surface... Point load 2,844.87 ft-# Total Moment 2,844.87 ft-# Distributed load 0.00 Total Lateral 285.00 lbs Without Surface Restraint... Required Depth 4.250 ft ---> U5F1) - Q,1k Press @ 1/3 Embed... Actual 561.93 psf Allowable 564.59 psf rte.. oouuvc User; KW -0600671, Ver 5.8.0, 1 -Dec -2003 Pole Embedment in Soil age (c)1983-2003 ENERCALC Engineering Software 04299.ecw:Calculation s Description W/ WIND LOAD IN SHORT DIRECTION General Information Code Ref: 1997 UBC 1806.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 Allow Passive 300.00 pcf Applied Loads... Max Passive 1,000.00 Psf Point Load 490.00 lbs Load duration factor 1.333 distance from base 10.750 ft Pole is Circular Diameter 12.000 in Distributed Load 0.00 #/ft No Surface Restraint distance to top 0.000 ft distance to bottom 0.000 ft summary Moments @ Surface... Point load Distributed load Without Surface Restraint... Required Depth Press @ 1/3 Embed... Actual Allowable 5,267.50 ft-# 0.00 5.375 ft 701.83 psf 702.19 psf Total Moment Total Lateral 5,267.50 ft-# 490.00 lbs Company Gerard Homer and Associates Nov 4, 2004 Designer BGH 3:20 PM Job Number: 04299 SHADE 1 FRAME ANALYSIS Checked By: rUnhat Display Sections for Member Calcs 3 Max Internal Sections for Member Calcs 99 Include Shear Deformation Yes Merge Tolerance in .12 P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD NDS Wood Code NDS 91: ASD NDS Temperature < 10OF Concrete Code ACI 1999 Number of Shear Regions 4 Region Spacing Increment in 4 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Hot Rolled Steel Properties ren n......:s..fL lAA11 vici im—i7 1 Laoei A36 C I Kbi 1 29000 %.7 1 Kai 11154 .3 .65 .49 36 2 A572Grade50 29000 11154 .3 .65 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 5 A500 42 A500 46 29000 29000 11154 11154 .3 .3 .65 .65 .49 .49 42 46 6 A33 29000 11154 .3 .65 .49 33 Hot Rolled Steel Section Sets 1 COLUMNS PIPE 3.0 rvPi a Column A33 Typiical 2.228 3.017 3.017 2 BEAMS W6X12 Wide Flange Beam A572Grade50 Typical 3.55 2.99 22.1 Member Primary Data T..r.e KA..1o6.1 nacinn QIdPC 1 LM1 I 1 N1ni J N2 �L RULb« uc COLUMNS vvPi e V Column A33 Typical M2 2 M2 N3 N4 COLUMNS Pie Column A33 Typical 3 M3 N5 N6 COLUMNS Pie Column A33 Typical 4 M4 N7 N2 BEAMS Wide Flange Beam A572Grade.. Typical 5 M5 N2 N4 BEAMS Wide Flange Beam 2Grade.. Typical 6 M6 N4 N6 BEAMS Wide Flange Beam A572Grade.. Typical 7 M7 N6 N8 BEAMS Wide Flange Beam A572Grade.. Typic al Member Advanced Data RISA -2D Version 6.0 [C:\RISA\04299_SHADE1.r2d] Page 1 Label I Release J Release I Offset in J Offset in T/C Only Physical TOM Inactive 1 M1 PIN Yes 2 M2 PIN Yes 3 M3 PIN Yes RISA -2D Version 6.0 [C:\RISA\04299_SHADE1.r2d] Page 1 �-,5 Company Gerard Homer and Associates Nov 4, 2004 Designer BGH 3:20 PM Job Number : 04299 SHADE 1 FRAME ANALYSIS Checked By: Member Advanced Data (Continued) • ..1 T/111A InnMirrn -�r't•ia-� (:1I:Y 1.1:11 Ia I�C•Al�� rn�-ir Wl ��-_� to rn LM of •��_____� 0 2 N2 0 10 0 3 N3 Hot Rolled Steel Design Parameters Joint Coordinates and Temperatures 1 LdUt N1 rr. ur to rn LM of •��_____� 0 2 N2 0 10 0 3 N3 18 0 0 4 N4 18 10.75 0 5 N5 36 0 0 6 N6 36 Joint Coordinates and Temperatures 1 LdUt N1 0 0 0 2 N2 0 10 0 3 N3 18 0 0 4 N4 18 10.75 0 5 N5 36 0 0 6 N6 36 11.5 0 7 N7 -2 9.917 0 8 N8 38 11.583 0 Basic Load Cases I..:..a o.,in4 Ilicfrihi�4ori 1 I CSLI. UeSGII LIUII DL %.dlc U1 Y None 4 2 LL None 4 3 WL None 4 4 SEISMIC None 1 Load Combinations Descri tion Sol... PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor. BLC Factor. BLC Factor BLC Factor 1 DL + LL 1 1 2 1 Y -1 2 DL + WL 1 1 3 1 Y -1 3 DL + SEISM.. 1 1 4 1 Y 1 -1 Joint Reactions nn RA7 rb_f+1 1 LU 1 JUHIL LGUc1 N1 0 '- 2.114 0 1 N3 0 5.137 0 3 t2 1 N5 0 2.125 0 4 1 Totals: 0 9.376 RISA -2D Version 6.0 [C:\RISA\04299_SHADE1.r2d] Page 2 C- Company Gerard Homer and Associates Nov 4, 2004 Designer BGH 3:20 PM Job Number : 04299 SHADE 1 FRAME ANALYSIS Checked By: Joint Reactions (Continued) LC Joint Label X fkl Y k MZ k -ft 5 1 COG (ft): X: 18.022 Y: 10.61 Joint Deflections I n joint Label x rine Y fins Rotation fradl 1 1 N1 0 0 0 2 1 N2 0 -.004 -5.87e-3 3 1 N3 0 0 0 4 1 N4 0 -.01 -1.367e-6 5 1 N5 0 1 0 0 6 1 N6 0 -.004 5.867e-3 7 1 N7 -.006 .135 -5.801 a-3 8 1 N8 -.006 .135 5.799e-3 Member Section Deflections I (t Member Label Sac Y finl v rinl (n) Uv Ratio 1 1 M1 1 0 0 NC 2 0 0 2 -.002 0 NC 3 4 1 M2 1 3 -.004 0 NC 4 1 M2 1 0 0 NC 5 0 7 1 M3 2 -.005 0 NC 6 2 2.082 3 -.01 0 NC 7 1 M3 1 0 0 NC 8 2 -.002 0 NC 9 3 -.004 0 NC 10 1 M4 1 0 .136 NC 11 2 0 .066 NC 12 3 0 -.004 NC 13 1 M5 1 0 -.004 NC 14 2 0 -.334 660.85 15 3 0 -.01 NC 16 1 M6 1 0 -.01 NC 17 2 0 -.334 660.85 18 3 0 -.004 NC 19 1 M7 1 0 -.004 NC 20 2 0 .065 NC 21 3 0 .135 NC Member Section Forces r` hAemhar 1 ahel Sec Axialrkl Shearfkl Momentfk-ftl 1 1 M1� 1 2.114 0 0 2 2 2.076 0 0 3 3 2.038 0 0 4 1 M2 1 5.137 0 0 5 2 5.096 0 0 6 3 5.055 0 0 7 1 M3 1 2.125 0 0 8 2 2.082 0 0 9 3 2.038 0 0 RISA -2D Version 6.0 [C:\RISA\04299_SHADE1.r2d] Page 3 �S Company Gerard Homer and Associates Nov 4, 2004 Designer BGH 3:20 PM Job Number : 04299 SHADE 1 FRAME ANALYSIS Checked By: Member Section Forces (Continued) 10 1 M4 1 0 0 0 11 2 - - 19.8 2 -.009 -.228 .114 12 0 3 3 -.019 -.456 .457 13 1 M5 1 .066 1.58 .457 14 0 -.002 2 -.02 -.473 -4.532 15 2.287 0 3 -.105 -2.525 8.971 16 1 M6 1 .105 2.525 8.971 17 M3 1 2 .02 .473 -4.532 18 1 M5 3 -.066 -1.58 .457 19 1 M7 1 .019 .456 .457 20 0 10 2 .009 .228 .114 21 0 0 3 0 0 0 Member Section Stresses 1 1 M1 1 .949 0 .001 -.001 2 - - 19.8 - -- 21.78 2 .932 0 0 0 3 PIPE 3.0 .206 3 .915 0 0 0 4 1 M2 1 2.305 0 -.002 .002 5 0 .000 2 2.287 0 0 0 6 1-11-1 4 3 2.269 0 0 0 7 1 M3 1 .954 0 0 0 8 1 M5 2 .934 0 0 0 9 30 17.499 3 .915 0 0 0 10 1 M4 1 0 0 0 0 11 1.697 .85 2 -.003 -.164 -.187 .187 12 0 .016 3 -.005 -.329 -.747 .747 13 1 M5 1 .019 1.139 -.747 .747 14 2 -.006 -.341 7.419 -7.419 15 3 -.03 -1.821 -14.686 14.686 16 1 M6 1 .03 1.821 -14.686 14.686 17 2 .006 .341 7.419 -7.419 18 3 -.019 -1.139 -.747 .747 19 1 M7 1 .005 .329 -.747 .747 20 2 .003 .164 -.187 .187 21 3 0 0 0 0 Member ASD Steel Code Checks (By Combination) on...a Okfl,-:l rr. rn, Cn 1 LV 1 mcn wci M1 PIPE 3.0 .079 0 .000 0 - - 12.043 - - 19.8 - -- 21.78 1.75 .6 1-11-1 2 1 M2 PIPE 3.0 .206 0 .000 0 11.17 19.8 21.78 1.75 .6 H1-1 3 1 M3 PIPE 3.0 .093 0 .000 0 10.257 19.8 21.78 1.75 .6 1-11-1 4 1 M4 W6X12 .025 2.002 .016 2.002 27.613 30 30 1.75 .85 H2-1 5 1 M5 W6X12 .839 18.016 .091 18.016 2.691 30 17.499 1.697 .85 H1-3 6 1 M6 W6X12 .850 0 .091 0 2.691 30 17.499 1.697 .85 F11-3 7 1 M7 W6X12 .025 0 .016 0 27.613 30 30 1.75 .85 1 H1-2 RISA -2D Version 6.0 [C:\RISA\04299_SHADE1.r2d] Page 4 �1 Company Gerard Homer and Associates Nov 4, 2004 Designer BGH 3:23 PM Job Number: 04299 SHADE 1 FRAME ANALYSIS Checked By: Member Advanced Data 1 Laoel M1 ReICdJC J RCICGJC 1 PIN ......... . .. _.__ - -.-- Yes 2 M2 PIN Yes 3 M3 PIN Yes 4 M4 -.59 -.573 Yes 5 6 M5 M6 .187 _ Yes Yes -T 7 1M7 2 COG (ft): Yes Joint Reactions v n.i 11A7 rL HI 1 2 JV111N1Quc1 .076 -.6 -.758 2 2 N3 .061 -1.601 -.656 3 2 N5 .05 -.59 -.573 4 2 Totals: .187 -2.791 5 2 COG (ft): X: 17.927 Y: 11.219 Joint Deflections v r:nl Rnfn inn frwil 1 Ll, 2 wuu Laucl N1 0 . 0 0 2 2 N2 -.499 .001 1.956e-3 3 2 N3 0 0 0 4 2 N4 -.5 .003 3.94e-7 52 0 N5 0 0 0 6 2 N6 -.499 .001 -1.956e-3 7 2 N7 -.497 -.045 1.933e-3 8 2 Ng -.498 -.045 -1.933e-3 Member Section Deflections I /v O�fin 1 Ll- 2 IVICIIIUCI L UGI M1 1 0 0 NC 2 2 0 .156 768.3 3 3 .001 .499 240.291 4 2 M2 1 0 0 NC 5 2 .002 .156 825.762 6 3 .003 .5 258.234 7 2 M3 1 0 0 NC 8 2 0 .156 883.613 9 3 .001 .499 276.301 10 2 M4 1 -.499 -.025 NC 11 2 -.499 -.001 NC 12 3 -.499 .022 NC 13 2 M5 1 -.499 .022 NC 14 2 -.499 .132 1982.787 15 3 -.499 .024 NC 16 2 M6 1 -.499 .024 NC 17 2 -.499 .132 1982.787 18 3 -.499 .022 NC RISA -21) Version 6.0 [C:\RISA\04299_SHADE1.r2d] Page 5 F?) • Gompany Gerard Homer and Associates Nov 4, 2004 Designer BGH 3:23 PM Job Number : 04299 SHADE 1 FRAME ANALYSIS Checked By: LC Member Label Sec x [inl v finln Uy Ratio 2 M7 1 1 -.499 .022 NC 2 -.499 -.001 NC 3 -.499 -.024 NC Member Section Forces C Member Label Sec Axialfkl S ear k Mo e t k -ft 1 I 2 Ml 1 -.6 -.076 -.758 2 2 2 -.638 -.076 -.379 3 -2.636 3 3 -.676 -.076 0 4 2 M2 1 -1.601 -.061 -.656 5 -.055 4.565 2 -1.642 -.061 -.328 6 -.737 -.055 3 -1.682 -.061 0 7 2 M3 1 -.59 -.05 -.573 8 M3 1 2 -.634 -.05 -.287 9 3 -.677 -.05 0 10 2 M4 1 0 0 0 11 0 10 2 -.001 .076 -.038 12 0 0 3 -.003 .152 -.152 13 2 M5 1 .045 -.527 -.152 14 0 .11 2 .031 .158 1.51 15 1 .013 3 .018 .842 -2.99 16 2 M6 1 .008 -.842 -2.99 17 2 -.005 -.158 1.51 18 16 2 3 -.019 .527 -.152 19 2 M7 1 .003 -.152 -.152 20 -2.4732.473 2 .001 -.076 -.038 21 38 .249. 3 0 0 0 Member Section Stresses Qnn'l -n-il Rnf Rcnrlinnrlrcil 1 2 M1 1 -.269 -.068 5.273 -5.273 2 2 -.286 -.068 2.636 -2.636 3 3 -.303 -.068 0 0 4 2 M2 1 -.718 -.055 4.565 -4.565 5 2 -.737 -.055 2.282 -2.282 6 3 -.755 -.055 0 0 7 2 M3 1 -.265 -.045 3.989 -3.989 8 2 -.284 -.045 1.994 -1.994 9 3 -.304 -.045 0 0 10 2 M4 1 0 0 0 0 11 2 0 .055 .062 -.062 12 3 0 .11 .249 -.249 13 2 M5 1 .013 -.38 .249 -.249 14 2 .009 .114 -2.473 2.473 15 3 .005 .607 4.895 -4.895 16 2 M6 1 .002 -.607 4.895 -4.895 17 2 -.001 -.114 -2.4732.473 18. - - 3 - -.005 38 .249. -.249 19 2 M7 1 0 -.11 .249 -.249 20 2 0 -.055 .062 -.062 RISA -2D Version 6.0 [C:\RISA\04299_SHADE1.r2d] Page 6 • LL Company Gerard Homer and Associates Nov 4, 2004 Designer BGH 3:23 PM Job Number : 04299 SHADE 1 FRAME ANALYSIS Checked By: Member Section Stresses (Continued) LC Member Label Sec Axial ksi Shear ksi To Bendin ksi Bot Bendin ksi 21 3 0 0 0 0 Member ASD Steel Code Checks (By Combination) M b Sha a UC Max I ocfffl Shear UC Loc ft Fa ksi Ft[ksil Fblksil Cb Cm E n 1 �., 2 em er M1 PIPE 3.0 .192 0 .004 0 16.053 1 26.393 29.033 1.75 .6 1-12-1 22 M2 PIPE 3.0 .184 0 .003 0 14.89 26.393 29.033 1.75 .6 H2-1 3 2 M3 PIPE 3.0 .147 0 .003 0 13.673 26.393 29.033 1.75 .6 H2-1 4 2 M4 W6X12 .006 2.002 .004 2.002 36.808 39.99 43.989 1.75 .85 H2-1 5 2 M5 W6X12 .211 18.016 .023 18.016 3.587 39.99 23.327 1.697 .85 1-6 Hl - 6 2 M6 W6X12 211 0 .023 0 3.587 39.99 23.327 1.697 .85 H1-3 7 2 M7 W6X12 .006 0 1 .004 0 36.808 39.99 43.989 1.75 .85 H 1-2 UL, 0 RISA -21) Version 6.0 [C:\RISA\04299_SHADE1.r2d] Page 7 Isk X11 Company Gerard Homer and Associates Nov 4, 2004 Designer BGH 3:24 PM Job Number: 04299 SHADE 1 FRAME ANALYSIS Checked By: Member Advanced Data ..- ' ^-'---- i Tir n..l.. Dl. -i -I TnKA InnHivra v Joint Reactions v n.i v rLl 11A7 f4_Hl 1 3 -V N1 -- -.285 .386 2.845 2 3 N3 -.229 .872 2.463 3 3 N5 -.187 .431 2.154 4 3 Totals: -.701 1.689 5 Joint Reactions v n.i v rLl 11A7 f4_Hl 1 3 -V N1 -- -.285 .386 2.845 2 3 N3 -.229 .872 2.463 3 3 N5 -.187 .431 2.154 4 3 Totals: -.701 1.689 5 3 COG (ft): X: 18.121 Y: 9.974 Joint Deflections 1 3 N1 0 0 0 2 3 N2 1.876 0 -9.286e-4 3 3 N3 0 0 0 4 3 N4 1.876 -.002 -5.789e-7 5 3 N5 0 0 1 0 6 3 N6 1.877 0 9.275e-4 7 3 N7 1.875 .021 -9.178e-4 8 3 N8 1.877 .021 9.166e-4 Member Section Deflections /n\ 1 /v D.f in 1 3 M1 1 0 0 NC 2 2 0 -.587 204.551 3 3 0 -1.876 63.975 4 3 M2 1 0 0 NC 5 2 0 -.587 219.841 6 3 -.002 -1.876 68.749 7 3 M3 1 0 0 NC 8 2 0 -.587 235.069 9 3 0 -1.877 73.505 10 3 M4 1 1.874 -.056 NC 11 2 1.874 -.067 2184.569 12 3 1.874 -.078 1089.466 13 3 M5 1 1.874 -.079 NC 14 2 1.874 -.131 4178.206 15 3 1.875 -.08 NC 16 3 M6 1 1.875 -.08 NC 17 2 1.875 -.131 4178.206 18 3 1.876 -.079 NC RISA -2D Version 6.0 [C:IRISA\04299_SHADE1.r2d] Page 8 FJti Company Gerard Homer and Associates Nov 4, 2004 Designer BGH 3:24 PM Job Number: 04299 SHADE 1 FRAME ANALYSIS Checked By: Member Section Deflections (Continued) LC Member Label Sec x [inl v finln Uy Ratio 19 3 M7 1 1.876 -.079 1090.842 20 2 1.876 -.068 2187.336 21 3 1.876 -.057 NC Member Section Forces LC Me ber Label Sec Axiallkl Shearlkl Momentlk-ffl 1 3 Ml 1 .386 .285 2.845 2 2 2 .348 .285 1.423 3 9.902 3 3 .311 .285 0 4 3 M2 1 .872 .229 2.463 5 .206 -17.147 2 .831 .229 1.232 6 .373 .206 3 .79 .229 0 7 3 M3 1 .431 .187 2.154 8 M3 1 2 .387 .187 1.077 9 3 .344 .187 0 10 3 M4 1 0 0 0 11 0 10 2 -.001 -.036 .018 12 0 0 3 -.003 -.072 .072 13 3 M5 1 -.274 .25 .072 14 0 -.052 2 -.288 -.075 -.717 15 1 -.077 3 -.301 -.399 1.419 16 3 M6 1 -.497 .399 1.419 17 2 -.511 .075 -.717 18 16 3 3 -.525 -.25 .072 19 3 M7 1 .003 .072 .072 20 1.173 -1.173 2 .001 .036 .018 21 -.18 -.118 3 0 0 0 Member Section Stresses LC Member Labe! Rec AYinirksil c hearrksil Ton Bendinarksil Bot Bendinafksil 1 3 M1 1 .173 .255 -19.805 19.805 2 2 .156 .255 -9.902 9.902 3 3 .139 .255 0 0 4 3 M2 1 .391 .206 -17.147 17.147 5 2 .373 .206 -8.573 8.573 6 3 .355 .206 0 0 7 3 M3 1 .193 .168 -14.994 14.994 8 2 .174 .168 -7.497 7.497 9 3 .154 .168 0 0 10 3 M4 1 0 0 0 0 11 2 0 -.026 -.03 .03 12 3 0 -.052 -.118 .118 13 3 M5 1 -.077 .18 -.118 .118 14 2 -.081 -.054 1.173 -1.173 15 3 -.085 -.288 -2.323 2.323 16 3 M6 1 -.14 .288 -2.323 2.323 17 2 -.144 .054 1.173 -1.173 18 3 -.148 -.18 -.118 .118 19 3 M7 1 0 .052 -.118 .118 20 2 0 .026 -.03 1 .03 RISA -2D Version 6.0 [C:\RISA\04299_SHADE1.r2d] Page 9 .V\3 ,.; Company Gerard Homer and Associates Nov 4, 2004 Designer BGH 3:24 PM Job Number : 04299 SHADE 1 FRAME ANALYSIS Checked By: Member Section Stresses (Continued) LC Member Label Sec Axial ksi Shea ksi Top Bending[ksil Bot Bendingfksil 21I 1 1 3 0 10 01 0 Member ASD Steel Code Checks (By Combination) I R KA -h., czk- 1 In RA-- 1 ....ra, . i`. 1 3 -_---__. M1 _.._ _ PIPE 3.0 __ ....... .689 --- . ......... 0 -- .015 w.. Ia 0 , a ns 16.053 1 r nm I 26.393 1-u nal 29.033 %,U 1.75 %,III .6 Mull H1-2 2 3 M2 PIPE 3.0 .605 0 .012 0 14.89 26.393 29.033 1.75 .6 H1-2 3 3 M3 PIPE 3.0 .524 0 .010 0 13.673 26.393 29.033 1.75 .6 H1-2 4 3 M4 W6X12 .003 2.002 .002 2.002 36.808 39.99 39.99 1.75 .85 H2-1 M5 W6X12 .100 18.016 .011 18.016 3.587 39.99 23.327 1.697 .85 H1-3 f3 3 M6 W6X12 .100 0 .011 0 3.587 39.99 23.327 1.697 .85 H1-3 3 M7 W6X12 .003 0 .002 0 36.808 39.99 39.99 1.75 .85 H1-2 �r KU CDOE C jkj�,CpS L <L 513-7 PG. b -� 0- �b L 33 000 1�1� >✓ \ � ly�bc� Qs; �'��3�L �c��s� > Comb�a�� •' �-sC /�-352�`�13 � 1`��8311��00 � 01"1 `11 G 1,�� RISA -21) Version 6.0 [C:\RISA\04299_SHADE1.r2d] Page 10 STRUCTURAL CALCULATIONS FOR EXISTING BLDGS. REMODEL BUBALUS CHEESE PLANT JOB NO. 04299 FOR: FRED BAND & ASSOCIATES PREPARED BY: G.B.H. CONTENTS BEAMS & POSTS AT RESTROOMS DATE: 11/11/2004 EXISTING WOOD JOISTS W/ NEW CEILING 1-3 44=5 FRAMING@NEW OPENING IN EXIST. WALL@ PROCESS BLDG 5-6 6 q DI 0 G 4 WRw ft ,w Tia' APR ? h 2005 WILLUiAN BUTTE COUNTY BUILDING DIVISION ECEIV� MAR 15 2005 D VVILLDgfV ? : Q�of ESS10�'�f ti a lk l NO. DATE BY DESCRIPTION REVISIONS JN CSO N a o M."z Cc cl W U r r m � U > -i N > L tT " (U M U N 2 `m E 0 c an U)= W cu E W w W Z_ ( Z W Jq CL U Z) H Sx, U) wll� lol 12 w -x --fl-w WCX5 M" 2, F;!9tZ- 2 GERARD HOMER & ASSOCIATES - Title: BUBALUS CHEESE PLANT - BANGOR Job # 04299 2374 W. WHITENDALE AVE. Dsgnr: G.B.H. Date: 3:2813M, 11 NOV 04 VISALIA, CALIFORNIA 93277 Description (559) 734-6675 FAX(559) 734-5232 Scope E:ghomerstructengr@sbcglobal.net Rev: 580004 Page 1 User. KW -0600671, Ver 5.6.0, 1 -Dec -2003 Timber Beam & Joist (c)1983-2003 ENERCALC Engineering Software 04299.ecw:Calwlations Description NEW BM AT RESTROOMS AT MEZANINE Timber Member Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined. 6.25' SPAN Timber Section 6.25 4X12 Beam Width in 3.500 Beam Depth in 11.250 Le: Unbraced Length ft 0.00 Tlmber Grade 81.15 Douglas Fir - ft 3.12 Larch, No.1 Fb - Basic Allow psi 1,000.0 Fv - Basic Allow psi 180.0 Elastic Modulus ksi 1,700.0 Load Duration Factor 116.1 1.000 Member Type 180.0 Sawn Repetitive Status Shear OK No Center Span Data Span ft 6.25 Dead Load #/ft 135.00 Live Load #/ft 1,250.00 Results Ratio = 0.9993 Mmax @ Center in -k 81.15 @ X = ft 3.12 fb : Actual psi 1,099.2 Fb : Allowable psi 1,100.0 L/Defl Ratio Bending OK fv : Actual psi 116.1 Fv : Allowable psi 180.0 Center Total Defl in Shear OK Reactions @ Left End DL lbs 421.87 LL lbs 3,906.25 Max. DL+LL lbs 4,328.12 @ Right End DL lbs 421.87 LL lbs 3,906.25 Max. DL+LL lbs 4,328.12 Deflections Ratio OK Center DL Defl in -0.007 L/Defl Ratio 11,424.3 Center LL Defl in -0.061 L/Defl Ratio 1,233.8 Center Total Defl in -0.067 Location ft 3.125 L/Defl Ratio i. 1,113.6 GERARD HOMER & ASSOCIATES 2374 W. WHITENDALE AVE. VISALIA, CALIFORNIA 93277 (559) 734-6675 FAX(559) 734-5232 E:ghomerstructengr@sbcglobal.net Rev: 580000 User: KW -0600671, Ver 5.8.0, 1 -Deo -2003 (0)1983-2003 ENERCALC Engineering Software Description POST AT NEW BMS General Information Title: BUBALUS CHEESE PLANT - BANGOR Job # 04299 Dsgnr: G.B.H. Date: 3:56PM, 11 NOV 04 Description : Scope: Timber Column Design Page 1 04299. ecw: C alculation s Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined. Wood Section 4x4 Total L;olumn Helgnt 7.75 tt Le XX for Axial 7.75 ft Rectangular Column Load Duration Factor 1.00 Le YY for Axial 7.75 ft Column Depth 3.50 in Fc 1,500.00 psi Lu XX for Bending 7.75 ft Width 3.50 in Fb 1,000.00 psi Cf : Axial Sawn E - Elastic Modulus 1,700 ksi Axial Y -Y k Lu / d Douglas Fir - Larch, No.1 Loads Dead Load Live Load ShortTerm Load Axial Load 793.00 lbs 7,344.00 lbs 0.00 lbs Eccentricity 0.000in Using : 4x4, Width= 3.50in, Depth= 3.50in, Total Column Ht= 7.75ft DL+LL DL+ILL +ST fc : Compression 664.24 psi 664.24 psi Fc: Allowable 645.23 psi 645.23 psi fbx : Flexural F'bx: Allowable Interaction Value Stress Details Fc: X -X Fc: Y -Y F'c : Allowable F'c:Allow * Load Dur Factor F'bx F'bx * Load Duration Factor 0.00 psi 1,500.00 psi 1.0295 0.00 psi 1,500.00 psi 1.0295 645.23 psi For Bending Stress Calcs... 645.23 psi Max k*Lu / d 645.23 psi Actual k*Lu/d 645.23 psi Min. Allow k*Lu / d 1,500.00 psi Cf:Bending 1,500.00 psi Rb : (Le d / b12) 11.5 For Axial Stress Calcs... Cf : Axial Axial X -X k Lu / d Axial Y -Y k Lu / d Column Overstressed DL+ST 64.73 psi 645.23 psi 0.00 psi 1,500.00 psi 0.1003 50.00 22.59 11.00 1.500 6.992 1.150 26.57 26.57 f (� ► I �►� wDW �Sfis �tJ� IJP . C�/II��Nom, 14.E PsF p1� ref/ z � t� � ��R'f1��► I �� GERARD HOMER & ASSOCIATES 2374 W. WHITENDALE AVE. VISALIA, CALIFORNIA 93277 (559) 734-6675 FAX(559) 734-5232 E:ghomerstructengr@sbcglobal.net R 580004 Title: BUBALUS CHEESE PLANT - BANGOR Job # 04299 Dsgnr: G.B.H. Date: 4:40PM, 11 NOV 04 Description : Scope : ev. User: KW -0600671, Ver 5.8.0, 1 -Dec -2003 Timber Beam & Joist (c)1983-2003 ENERCALC Engineering Software Description EISTING PURLINS W/ NEW PANELS Page 1 04299. ecw:Calculations Timber Member Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined. 2x12'5@5'oc Timber Section 15.00 202 Beam Width in 1.500 Beam Depth in 11.250 Le: Unbraced Length ft 0.00 Timber Grade 38.47 Douglas Fir - ft 7.50 Larch, No.1 Fb - Basic Allow psi 1,000.0 Fv - Basic Allow psi 180.0 Elastic Modulus ksi 1,700.0 Load Duration Factor 66.9 1.250 Member Type 225.0 Sawn Repetitive Status Shear OK No Center Span Data Span ft 15.00 Dead Load #/ft 19.00 Live Load #/ft 95.00 Results Ratio = 0.9728 Mmax @ Center in -k 38.47 @ X = ft 7.50 fb : Actual psi 1,216.0 Fb : Allowable psi 1,250.0 L/Defl Ratio Bending OK fv : Actual psi 66.9 Fv : Allowable psi 225.0 Center Total Defl in Shear OK Reactions @ Left End DL lbs 142.50 LL lbs 712.50 Max. DL+LL lbs 855.00 @ Right End DL lbs 142.50 LL lbs 712.50 Max. DL+LL lbs 855.00 Deflections Ratio OK Center DL Defl in -0.072 L/Defl Ratio 2,516.5 Center LL Defl in -0.358 L/Defl Ratio 503.3 Center Total Defl in -0.429 Location ft 7.500 L/Defl Ratio 419.4 N rr-AA) oPi=.tv11 C & Z STRUCTURAL SECTIONS* Section Properties Size v X -X Axis Y -Y Axis (in inches) Gauge t (in.) EFFECrIv AaeA I (in.,) 1 n') S (In') r1 (in.) (ice') S (in') r (in.) A B 4 2.25 l6 0.060 .5751 1.5072 .6922 1.5849 .4821 .3621 .8964 .5008 1.3630 14 0.075 .7406 1.8593 .9095. 1.5746 .5983 .4525 .8932 1.3906 2.250.060 14 0.075 .8906 3.9147 4.8560 1.5846 2.3229 .6974 .4742 .8803 2.3647 1.1117 .5008 1.2440 16 0.060 .8151 7.7599 1.8059 3.0394 .6175 .3895 .8573 8 2.25 1 14 0.075 1.0406 9.6526 2.3654 3.0320 .7681 .4872 .8553 3.0690 1.1117 12 0.105 1.4700 13.3501 3.3375 3.0136 1.0648 .6829 .8511 2.4238 3.0644 16 0.060 .8606 8.5893 1.9502 3.0892 .9861 .5183 1.0467 8 2.75 14 0.075 1.1001 10.8302 2.5684 3.1028 12288 .6490 1.0451 .8374 8.7631 13 0.090 1.3495 12.9219 32267 3.0938 1.4703 .7805 1.0436 0.075 1.0651 12 0.105 1 1.5750 14.9863 1 3.7466 3.0847 1.7093 .9118 1.0418 13 0.090 16 0.060 .8917 9.3305 2.0323 3.1175 1.4601 .6602 12333 8 3.25 14 0.075 1.1435 12.0067 2.6777 3.1632 1.8214 .8272 1.2320 12 0.105 1.6637 !!6.63094.0841 1.8908 3.1454 2.5437 1.1664 1.2301 3.8218 8 I6 0.060 .8471 10.3031 2.0470 3.3834 .6400 .3932 .8433 9 2.25 14 0.075 1.1156 12.8196 2.7942 3.3757 .7964 .4919 .8414 1.4565 1.6684 13 0.090 1.3501 15.3051 3.4011 3.3670 .9517 .5910 .8396 1.1117 5008 12 1 0.105 1.5750 17.7611 3.9469 3.3581 1.1047 .6897 .8375 3.4064 1.3906 16 0.060 .8694 132989 22659 3.7219 .6597 .3963 .8290 10 2.25 14 0.075 1.1906 16.5491 3.2485 3.7137 .8212 .4959 .8273 18.0335 4.0074 12 0.105 1.6810 22.9749 4.5950 3.6969 1.1423 .6974 .8243 10 3.25 14 0.075 12879 02399 _T6191 _T8_721 1.9575 .8459 12042 0.075 1.1902 12 0.105 1.8712 28.0998 5.5115 3.8559 2.7314 1.1902 12022 12 2 25 14 0.075 12741 25.8456 3.9566 43755 .8625 .5020 .7993 3.25 14 12 0.105 1.8900 35.9288 5.9881 4.3601 1.1979 .7042 .7961 Z SECTION a � A 'ns• RTYF� C SECTION Section Properties Sizeeerern v X-X Axis Y -Y Axis (In Inches) Gauge t (in.) I x -y (In.) Aaen (In') 1 (in•') S (in•') r (In.) 1 (in.') S (io') r (In.) A B 4 225 16 0.060 .5735 1.5708 .7917 1.6202 1.1117 .5008 1.3630 1.0137 14 0.075 .7402 1.9425 .9572 1.6126 1.3906 .6285 1.3644 1.2591 6 225 16 .0 .6935 4.0170 1.2364 2.3647 1.1117 .5008 1.2440 1.5776 14 0.075 .8902 4.9900 1.6392 2.3587 1.3906 .6285 1.2451 1.9648 16 0.060 .8135 7.8967 1.8360 3.0690 1.1117 .5008 1.1515 2.1414 8 2.25 14 0.075 1.0402 9.8315 2.4238 3.0644 1.3906 .6285 1.1525 2.6705 12 0.105 1.4626 13.6001 3.4000 3.0494 1.9477 .8863 1.1540 3.7187 1'0.060 .8374 8.7631 1.8815 3.1232 1.7734 .6520 1.4050 2.9220 8 14 0.075 1.0651 11.0091 2.4331 3.1325 22188 .8180 1.4063 3.6445 2.75 13 0.090 1.3093 13.1362 3.0975 3.1251 2.6648 .9851 1.4075 4.3636 12 0.105 1.5676 15.2362 3.8091 3.1176 3.1093 1.1527 1.4084 5.0769 16 0.060 .8535 9.4734 1.8908 3.14402.6517 .8235 1.6634 3.8218 8 3.25 14 0.075 1.1093 11.9972 2.5282 3.1659 3.3179 1.0328 1.6649 4.7672 12 0.105 1.5869 16.8767 3.7435 3.1761 4.6570 1.4565 1.6684 6.6475 I6 0.060 .8451 10.4570 2.0750 3.4117 1.1117 5008 1.1124 2.4233 92.25 14 0.075 1.1152 13.0186 2.8541 3.4064 1.3906 .6285 1.1133 3.0233 13 0.090 1.3451 15.5411 3.4536 3.3991 1.6698 .7573 1.1142 3.6209 12 0.105 1.5676 18.0335 4.0074 3.3918 1 1.9477 .8863 1.1147 42137 16 0.060 .8673 13.4717 22929 3.7492 1.1117 .5008 1.0770 2.7052 10 2.25 14 0.075 1.1902 16.7667 3.3096 3.7427 1.3906 .6285 1.0779 3.3761 12 0.105 1.6730 23.2581 4.6516 3.7286 1.9510 .8878 1.0799 4.7136 10 3.25 14 0.075 1.2310 20.2938 3.3389 3.8816 3.3179 1.0328 1.5695 6.0149 12 0.105 1.7962 28.3911 5.0720 '3.8834 4.6510 1.4546 1.5718 8.3924 12 2,25 14 0.075 1.2757 26.0959 4.0259 4.4016 1 1.3906 .6285 1.0161 4.0818 12 0.105 1.8826 36.2465 6.0411 4.3879 1.9477 .8863 1.0172 5.6985 Notes: ❑ Materials conform to ASTM A -924/A-653, Grade 50 (Fy=55 ksi minimum) with G60 galvanized coating, or ASTM A-570 Grade 50 (Fy=55 ksi minimum) bare or red oxide coating. ❑ Values based on the American Iron and Steel Institute (AISI) "Specification for the Design of Cold -Formed Steel Structural Members" (1986 edition, with 1989 Addendum). ❑ Ix -x pertains to deflection determination. ❑ Sx-x pertains to stress determination. ❑ TY axis properties are for the full un -reduced section. 160HP_ BHP Steel Building Products USA Inc. O BHP Steel Building Products USA Inc. March 1996 Printed in USA Revision 5M (PS201) R - COLD, INC. rNAX . Lll1 OZ.S w- ri::51{z-4Iwa'-s PANEL WEIGHT CHAR PER SQUARE FOOT FACINGS 2" 3" 4" 5" 6" 7" 8" 26ga. - 26ga. 1.99 2.07 2.15 2.24 2.32 2.40 2.49 26ga. - .011 Alum 1.23 1.31 1.39 1.48 1.56 1.64 1.73 26ga. -.060 FRP 1.56 1.64 1.72 1.81 1.89 1.97 2.06 26ga. -.090 FRP 1.71 1.79 1.87 1.95 2.04 2.12 2.21 26ga. -.032 Alum 1.53 1.61 1.69 1.78 1.86 1.94 2.03 .032 Alum -.032 Alum 1.07 1.15 1.23 1.32 1.40 1.48 1.57 .032 Alum - .011 Alum .77 .85 .93 1.02 1.10 1.18 1.27 .032 Alum -.060 FRP 1.10 1.18 1.26 1.35 1.43 1.51 1.60 .032 Alum -.090 FRP 1.25 1.33 1.41 1.50 1.58 1.66 1-7-5----, .090 FRP -.090 FRP 1.43 1.51 1.59 1.68 1.76 1.84 1.93 .090 FRP - .011 Alum .95 1.03 1.11 1.20 1.28 1.36 1.45 .060 FRP - .011 Alum .80 .88 .96 1.05 1.13 1.21 1.30 THE ABOVE BASED DENSITY ON 1.0 DENSITY PCF ADD FOR 1.25 LB. DENSITY .04 .06 .09 .10 .12 .15 .16 1.5 LB. DENSITY .08 .13 .17 .21 .25 .30 .33 2.0 LB. DENSITY .16 .25 .34 .41 .50 59 .66 411 Mw Tel: 909 / 517-1877 Fax: 909 / 517-1885 `til 1 k% PA ? SPAN CHARTS FOR EPS INSULATIVE WALL W I� LL - ALLOWABLE DEFLECTION & CEILING PANELS SPAN (FEET) )INCHES) ALL DEFL LOAD 2" 3" 4" 5" 6" 7" 8" 96" 0.40" 5 PSF 0.08" 0.05" 0.04" 0.03"0.07, 0.07' 0.07' 20 PSF 0.33" 0.21" 0.15" 0.17' 0.1d' 0.08" .07" 25 PSF 0.41" 0.26" 0.19" 0.15" 0.17' G.10" 0.09" t0'-0" 120" 0.501,5 PSF 0.14" 0.09" 0.06" 0.05" 0.04" 0.03" 0.03" 20 PSF 0.58" 0.35" 0.25" 0.19" 0.16" 0.13" 0.11" 25 PSF 0.44" 0.31" 0.24" C.201' U.17" 0.14" 12'-0" 744" 0.110" 5 PSF 0.w" 0 i -Y, 0.07" 0.06" 0.05" 0.04" 20 PSF 0.55" G..,' '. 0 29" 0 24" 0.20" 0.17" 25 PSF 0.48" C.37"0.30" 0.25" 0.21" 14'-0" 168" 0 70" 5 PSF 0.14" 0.11" 0.09" 0071, 0.06" 20 PSF 0.55' 0 43" 0.34" 0.28" 0.24" 25 PSF 0.77" 0.53" 0.43" 0.35' 0.30" 192" 0.80" 5 PSF 0.20" 0.15" 0 17' 0.10" 0.08 " 20 PSF p 0.60" 0.48"' C.39_ 0.33" 25 PSF 0.75" 0.59" 0.49" 0.42" 216" 0.90" 5 PSF 0.28" 0 20" 0.16" 0.13" 0 71" 20 PSF 0.82" 0.64" 0.53" 0.45" 25 PSF } 02" 0.80" 0.66" 0 56" 20'-0" 240" 1001, 5 PSF 0 37" 0.27" 0.21" 0.17" 0.15" 20 PSF 1.09" 0.85" 0.69" 0.58" 25 PSF 1.C6' 0.86" 0.73" - 22'•0" 264" 1.10" 5 PSF 0.49" 0.36" 0.28" 0.2'2" 0.19" 20 PSF 1.10" 0.89" 0 75" 25 PSF 1.10" 0.93" 24'-0" 286" 1.2d' S PSF 0.35" 0.28" 0.24" 20 PSF 1.13" 0.94" 25 PSF 1.18" -0 2G'" 317' 1.3d' S PSF 0.44" 0.36" 029" 20 PSF 25 PSF 28'-0" 336' 1.40" 5 PSF 0.55" 0.44" 0.36" 20 PSF 25 PSF 30'-0" 3G0" 1.'_0" � PSF 0 68" 0.54" 0.44" 20 PSF 25 PSF 32'-0" 364" 7.60" 5 PSS 0.34" 0.65' 0.54" 20 PSF 25 PSF 34'-0" 408" 1.70" 5 PSF 7.01" 0 79" 0.65" 20 PSF 25 ?SF 36'-0" 4's7' 1.80" 5 PSF 1.22" .095" 0 77" 20 PSF 25 PSF 38'•0" 456" t 9Cr• 5 PSF 1 46" t.}3' 0.92" 20,PSF 25 PSF 40'-0" 480" 2.00" =PSF ; 34" 1.08" 20 PSF 3: PSF 9" 10" 0.02' 0.01" 0.06" 0.06" 0.08" 0.07" 0.03" 0.02" 0101, 0.09" 0.13" 0.11" 0.04" 0.03" 0.15" 0.13" 0.19" 0.17" 0051, 0.05" 0 21" 0.19" 0.27" 0.24" 0.07" 0.06' 0.29" 0.26" 0.36" 0.37' 0.10" 0.08" 0.39" 0 34" 0 48" 0.42" 0.13" 0.11" 0.50' 0.44" 0.63" 0.55" 0 16" 0,14" 0.64" 0.56" 0.80" 0.7d' 0.2d' 0.17" 0.80" 0.70' 1.0d' 0.87" 0.25" 0.27' 1.001' 0.87:' 1.25" 1031, 0.31" 0.26" 1 23" 1.06" 1.53" 1.37' 0.37" 0.32" 1.49" 1.37' 1.61" 0 45" 0.39" 1.551, 0.54" 0.46" 1.85" 0.64" 0.55" 0.76" 0 65" 0.89" 0.76" 5060 Eucalyptus Avenue • Chino, CA 91710 California Contractors License No. 440225 .4, STRUCTURAL CALCULATIONS FOR 40 x 80 x 12 METAL BUILDING BUBALUS CHEESE PLANT JOB NO.: 04299 CONTRACTOR: FRED BAND & ASSOCIATES PREPARED BY: G. / B. HOMER DATE: 1/10/2005 CONTENTS DESIGN CRITERIA (2001 C.B.C.) G1 �O eor v1 B. 2373 A J'q� lRUCTn�X*1 OF I✓%ALX� NO. DATE BY DESCRIPTION REVISIONS ROOF / WALL PANELS 1 — 6 _ Q N co co tn GIRTS 7 z 0) 4 4 W Q � ^.0 PURLINS 8-12 J � � cn ENDWALL RAFTERS 13 v > u M U • N � ENDWALL COLUMNS 14-17 E 0 RIGID FRAME 18-20 0m ��W � rTE CO BASE PLATES 21 ` � � �l\41 Z w Bul. MOMENT CONNECTIONS 22 kPPRIG w J BRACE RODS 23-24 -- U FOOTINGS FOR RIGID FRAMES 2 ANCHOR BOLTS 2 —28 APR .. 6 1005 FOOTINGS FOR ENDWALL COLUMNS 29 WI LOAN SLAB & THICKENED PERIMETER 30 BLDG NORTH OF PREFAB MTL BLDG 31 —38 APPENDIX APPENDIX "A" — CEE & ZEE SECTON PROP. Al —A3 APPENDIX "B" — RIGID FRAME ANALYSIS 131 — B34 APPENDIX "C" — SECTION PROPERTIES C1 ILL®AN f� BY: G.B.H. DATE: 3/4/05 CHKD. BY: DATE: BUBALUS CHEESE PLANT CONTRACTOR: FRED BAND & ASSOCIATES SUBJECT 40 x 80 x 12 METAL BUILDING DESIGN CRITERIA CODE 2001 CBC SHEET NO. G1 JOB NO. 04299 LOADING ROOF LIVE LOAD 20 PSF - MAY BE REDUCED FOR PITCH AND TRIBUTARY AREA SEISMIC: ZONE = 3 TOTAL DESIGN BASE SHEAR Cv = 0.54 x Nv V= CvIW = 0.3577 x W Ca = 0.36 x Na RT R= 4.5 TOTAL DESIGN BASE SHEAR (NEED NOT EXCEED) I= 1 V=2.5CaIW F 0.1429 x W hn= 13.00 R Ct= 0.035 TOTAL DESIGN BASE SHEAR (NOT LESS THAN) Nv= 1 V= 0.11CaIW = 0.0396 x W Na= 1 S.D. (1) W.S.(1.4) = 1.4 SEISMIC ZONE 4 (NOT LESS THAN) SOIL PROFILE TYPE Sd V= 0.8ZNyl = 0.0381 x W " SEISMIC SOURCE TYPE N.A. R * CLOSEST DIST. TO N.A. T=Ct(hn)^0.75= 0.240 SEC KNOWN SEISMIC SOURCE WIND: Ce = 1.06 75 MPH EXP C qs= 14.4 1= 1 SOIL PRESSURE 1000 PSF PER TABLE 18-1-A OF UBC MATERIALS RIDGE HEIGHT= 14.83 FT. EAVE HEIGHT = 12 FT. MEAN ROOF HEIGHT = 13.42 FT. (1.8 /N 12 PITCH) CONCRETE fc = 2500 PSI at 28 DAYS REINFORCING STEEL ASTM 615 GRADE 40 #4 AND SMALLER GRADE 60 #5 AND LARGER STEEL *A992 or A572 DUAL SPECIFICATION GRADE 50 WF & OTHER SHAPES AND PLATE A36 Fy = 36 ksi *PIPES A53 Fy=35 TUBES A500 GRADE B Fy = 46 ksi *ZEES & CEES Fy = 55ksi BY: G.B.H. DATE: 3/4/05 SUBJECT 40 x 80 x 12 METAL BUILDING CHKD. BY: DATE: BUBALUS CHEESE PLANT CONTRACTOR: FRED BAND & ASSOCIATES ROOF PANELS: SEE PAGES 3-4 FOR PANEL DATA WDL = 1.50 PSF WLL = 20.00 PSF SPAN = 4 FT. FROM PAGE 4: FOR: 26 GA., 4 SPAN CONDITION WALLOW. - 57 PSF > 22 PSF OX CHECK WIND UPLIFT: @ AREAS OF DISCONTINUITY T.A. = 5.00 FT. x 3.00 FT. = 15.00 FT.2 Cq = 2.3 (MAX. UPWARD FOR ROOF) SHEET NO. JOB NO. (Ce) (qs) (Cq) (1) WIND PRESSURE= 1.06 x 14.40 x 2.3 x 1.00 = 35.11 PSF ALLOWABLE WIND PRESSURE = 59 PSF (FROM PAGE 4) 35 < 59 PSF==> UPLIFT OX 26 GAGE METAL ROOF PANELS, W/ Fy =50 KSI, O.K. SEE PAGE 6 FOR SCREW DATA TRY: 3 - #12-14 x 1" W/ 1/2" DIA. WASHERS PULLOUT = 900 LBS. = 300.00 LBS./SCREW 1 04299 PULLOVER = 600 LBS. = 200.00 LBS./SCREW 3 S. F. S.F. = SAFETY FACTOR ACTUAL UPLIFT PER SCREW = 35.11 x 5.00 FT. x 1 FT. = 176 LBS./SCREW W/ 12" SCREW SPACINGS 176 < 200 PSF ==> O.K. USE 3 - #12-14 x 1" SCREWS PER PANEL W/ 1/2" DIA. MIN. WASHERS - O.K. (PANELS ARE 3 FT. WIDE) d BY: CHKD. BY: G.B.H. DATE: 3/4/05 SUBJECT 40 x 80 x 12 METAL BUILDING DATE: BUBALUS CHEESE PLANT CONTRACTOR: FRED BAND & ASSOCIATES WALL PANELS: SEE PAGES 3-4 FOR PANEL DATA CHECK WIND LOAD: @ AREAS OF DISCONTINUITY T.A. = 20.00 FT. x 4.34 FT. = 86.70 FT.2 Cq = 1.5 (MAX. OUTWARD FOR WALLS) SHEET NO. 2 JOB NO. 04299 (Ce) (qs) (Cq) (1) WIND PRESSURE= 1.06 x 14.40 x 1.5 x 1.00 = 22.90 PSF ALLOWABLE WIND PRESSURE = 48 PSF (FROM PAGE 4) 23 < 48 PSF==> UPLIFT OX 11 26 GAGE METAL WALL PANELS, W/ Fy = 50 KSI, O.K. 11 SEE PAGE 6 FOR SCREW DATA TRY: 3 - #12-14 x 1" W/ 1/2" DIA. WASHERS PULLOUT= 900 LBS. = 300.00 LBS./SCREW 3.0 S.F. PULLOVER = "vv -4 = 200.00 LBS./SCREW 3.0 S.F. S.F. = SAFETY FACTOR 6 ACTUAL WIND = 22.90 x 4.00 FT. x 1 FT. = 92 LBS./SCREW W/ 12" SCREW SPACINGS 92 < 200 PSF ==> O.K. USE 3 - #12-14 x 1" SCREWS PER PANEL W/ 1/2" DIA. MIN. WASHERS - O.K. (PANELS ARE 3 FT. WIDE) Products- McElroy Metal Page 1 of 2 _i ,-P4 z1an C CORPORRTE INFORMRTION RFFILIRTIONS EMPLOYMENT OOWNLOROS SUBSTRATES RNO CORTING McElroy Metal Mullti-Rib EXPOSED FASTENER PIA MELS ........................... ...... ........................... ...................... ................................... ...... _... ............... .............. ...... ... ....... ...... ........ ............ ..... .......... .... ........ .... .....I ........... .... _.. Multi -Rib is a multi -use wall and roof panel used primarily in pre-engineered metal building applications. 1.1:875 .. `Vesting Data D UL580 Class 90 - Uplift Test D UL 2218 - Class 4 Impact Resistance 3 Florida State Approval Related Files D Brochures: Standard Color Chart D Installation Manuals: Thru-Fastened Installation Manual D Product Information Book: Multi -Rib Product Information Fiver D Product Load Tables: Multi -Rib Load Tables hq://www.mcelroymetal.com/content/products/display.cfm?product_id=20 S. R1..1. .......... I .................. _.._......_............. .... .......... .... ..... ..... 1/7/2005 W1 Multi -Rib McElroy Metal, Inc. 36' COVERAGE -I • - • - TOP IN COMPRESSION BOTTOM IN COMPRESSION FY WEIGHT V. Pe_emd Pa Ix Se Me Ix Sa Ma GAUGE (KSI) (PSF) kip/ft. -ft Ibs/ft. lbs/ft. (in.."/ft.) (in 3/ft.) kip-in./ft. (in. /ft.) (in /ft.) kip-in./ft. 26 50.01 0.90 0.6378 134.53 235.01 0.0387 0.0422 1.2643 0.0247 0.0402 1.2023 1. Section properties are calculated In accordance with the 2001 AISI North American Specification for the Design of Cold -Formed Steel Structural Members. 2. Va is the allowable shear. 3. Pa Is the allowable load for web crippling on end & Interior supports. 4. Ix is for deflection determination. 5. Se Is for bending. 6. Me is the allowable bending moment. 7. All values are for one foot of panel width. Allowable Uniform Loads (PSF) Notes: '--- 1. -- 1. Allowable uniform loads are based upon equal span lengths. �C f 2. Positive Wind Is wind pressure and Is NOT increased by 33 1/3 %. 3. Negative Wind is wind suction or uplift and is NOT Increased by 33 1/3%. 4. Live is the allowable live or snow load. 5. Deflection (U180) is the allowable load that limits the panel's deflection to U180 while under positive or live load. 6. Deflection (L/240) is the allowable load that limits the panel's deflection to L/240 while under positive or live load. 7. The weight of the panel hes NOT been deducted from the allowable loads. S. Positive Wind, Negative Wind, and live load values are limited to combined shear & bending using Eq. C3.3.1-1 of the AISI Specification. 9. Positive Wind and Live Load values are limited by web crippling using a bearing length of 2'. 10. Web crippling values are determined using a ratio of the uniform load actually supported by the top flanges of the section. 05/26/04 Span In Feet Span Type Load Type 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 7.00 1 7.50 8.00 8.50 1 9.00 Positive Wind 374 210 134 93 68 52 41 33 27 23 19 17 14 13 11 10 Negative Wind 356 200 128 89 65 50 39 32 26 22 18 16 14 12 11 9 Single Live 374 210 134 93 68 52 41 33 27 23 19 17 14 13 11 10 Deflection(U180) 1002 422 216 125 78 52 37 27 20 15 12 9 8 6 5 4 Deflection (1.1240) 751 1 317 162 1 93 59 39 1 27 1 20 15 1 11 9 7 6 4 4 3 Positive Wind 315 186 122 86 63 49 38 31 26 22 18 16 14 12 11 1 9 Negative Wind 328 194 128 90 66 51 40 33 27 23 19 17 14 13 11 10 2 Span Live 315 186 122 86 63 49 38 31 26 22 18 16 14 12 11 9 Deflection(U180) 1977 834 427 247 155 104 73 53 40 30 24 19 15 13 10 9 Deflection (L/240) 1483 625 320 185 116 78 54 40 30 23 18 14 11 9 8 6 Positive Wind 377 1 226 150 1 106 1 78 60 48 39 32 1 27 23 20 17 15 13 12 Negative Wind 390 236 156 111 82 63 50 41 34 28 1 24 21 18 16 14 12 3 Span Live 377 226 150 106 78 60 48 39 32 27 23 20 17 15 13 12 Deflection(U180) 1549 653 334 193 121 81 57 41 31 24 19 15 12 10 18 7 Deflection (L/240) 1161 490 250 145 91 61 43 31 23 18 14 11 9 7 6 5 Positive Wind 357 213 140 99 73 57 45 36 30 25 21 18 16 14 12 11 Negative Wind 370 222 1 147 1 104 1 77 59 47 38 32 26 23 1 19 17 15 13 12 4 Span Live 357 213 140 99 73 57 45 38 130 125 21 18 16 14 12 11 Deflection(U180) 1644 693 355 205 129 86 60 1 44 33 25 20 1 16 13 10 9 7 Deflection(LI240) 1233 520 266 154 1 97 65 45 1 33 25 19 15 1 12 9 B 1 6 5 Notes: '--- 1. -- 1. Allowable uniform loads are based upon equal span lengths. �C f 2. Positive Wind Is wind pressure and Is NOT increased by 33 1/3 %. 3. Negative Wind is wind suction or uplift and is NOT Increased by 33 1/3%. 4. Live is the allowable live or snow load. 5. Deflection (U180) is the allowable load that limits the panel's deflection to U180 while under positive or live load. 6. Deflection (L/240) is the allowable load that limits the panel's deflection to L/240 while under positive or live load. 7. The weight of the panel hes NOT been deducted from the allowable loads. S. Positive Wind, Negative Wind, and live load values are limited to combined shear & bending using Eq. C3.3.1-1 of the AISI Specification. 9. Positive Wind and Live Load values are limited by web crippling using a bearing length of 2'. 10. Web crippling values are determined using a ratio of the uniform load actually supported by the top flanges of the section. 05/26/04 Table. A F�010 NAAi►M Ifo m�lS> In absence of the specification, the following values may be used for the allowable shearing force per inch of Fillet or groove welds: Allowable Design Shear Steel Gage Thickness Weld Size (lbs. /in.) 12 .1046 5/32 1035 14 .0747 1/8 740 16 .0598 1/8 592 18 .0478. 1/8 473 20 .0359 1/8 355 NOTES: Bearing Pullout Bearing 1. These values may be increased by 1/3 for wind or seismic loading. 2. When joining members of different thicknesses, use value shown for thinner member. 3. Values calculated in accordance with the 1980 AISI Specification for the Design of Cold -Formed Steel Structural Members, Section 4.2.1. Values shown in the table are based on an allowable yield stress of 33 KSI. These values may be increased ac- cording to the specified minimum tensile strength of steel. SCREW ATTACHMENT Self -drilling, self -tapping screws are also used for 04231 connection of steel framing members. This type of screw drills its own hole through the two pieces to be joined, then taps a thread in both pieces in fastening them together. In addition to connecting two framing members, this type of screw is also used for connection of other metals, wood, decking, numerous wall facing materials, electrical components, clips and accessories. A hand-held variable speed screw gun that operates at 2,500 RPM on 115 -volt power is commonly used to drive these screws. The screws are available in a variety of head styles to fit particular requirements. DESIGN OF SCREW CONNECTIONS As with welded connections, screw attachments should be designed to transmit the maximum stress in the connected member with proper regard for eccen- tricity. Suggested design shear and pullout loads for common size screws are listed in the table below. ANCHOR FASTENING Power actuated fasteners and expansion masonry an- chors are commonly used for attaching cold -formed steel framing to concrete slabs or footings. Power ac- tuated fasteners may also be used for anchoring to hot- rolled structural steel. SUGGESTED CAPACITY FOR SCREW CONNECTORS (POUNDS) Steel Thickness Gage (33 KS, min. No. 1/4-14 D = .188" T = .205" No. 12-14 D = .160" T = .177" No. 1016 D = .138" T = .153" No. 8-18 D = .120" T = .W" No.6 D = .100" T = .106" Shear or Shear or Shear or Shear or Shear or Yield) Bearing Pullout Bearing Pullout Bearing Pullout Bearing . Pullout Bearing Pullout 12 585 352 450 324 327 314 NA 303 NA NA 14 511 242 412 215 286 205 NA 200 NA 183 16. 426 159 377 153 261 151 236 142 NA 132 18 301 101 276 101 263 98 248 94 188 83 20 154 71 143 70 141 69 140 68 133 53 NOTES: 1. N.A.: not applicable — two thicknesses of this metal gage cannot be connected by this size of screw. 2. Screw capacities are based on a minimum con- nected material strength of FY 33,000 PSI. The ratio of the material ultimate tensile strength to yield strength should be equal to or greater than 1.15. 20 3. Screw spacing and edge distance shall not be less than 1.5xD or P/0.6 Fyt, where D is the screw shank diameter and P is the shear load. 4. Screw capacities are based on averaged test results divided by a safety factor of 3.0. Test data is avail- able from Buildex Division of ITW, Inc., Itasca, Illinois; test #845. 5. For steels having yields other than 33 KSI, use the following formula: Table Value x Actual KSI = New Value 33 KSI .., �e ;�.. 7'd .r�'wl}.�$�x� ':b ;i-k�+0ih•rfi .� ;w"�-`�/'iA'� 1:1 t? 14:x: ',{t4 i� .•'J.* A ?2Y3q. ..J it With. Teks self drilling fasteners, a: strong, :positive; STRENGTH CHaRA mechanical fastening is assured every time. Test re= TEKS SELF DRILLII sults shown here 'clearl'indicate that the strep . 6f..4x Y. T k f ta far xceeds normal buildin load e s as ening e g h., Fastener Min. Tensile Torque requirements. Variations in the physical properties of a Size (Pounds) .'•(Inch -Pounds) (Pounds) �...:. xch 'the steel will cause some anges in the loading s 10-16 _ 2.10.0 61 ,� r 1400; characteristics, of the fastenings as shown in. the;. es 10-24 ` 2350 65 1500 .., results. This data however, provides a meaningful ref 12-14 2900 92 x� �b 2000 Terence in determining the. strength of Teks fastenings`'-rrw§i"2-24 `" 3250 ; �d00 x`21.00' " �..�:. a r. .:...�! ., F. Teks fasteners are available with all conventional 1/4-14 h "3800 50' 0 2600 commercial platings. It is recommended that Teks fas- teners have a minimum of .0003" Cadmium plating for 1' exterior app ications. PULL .OVER . - PULL OUT + , A wide range of tests, conducted by the Buildex engi- Pittsburgh Testing Laboratory conducted a series of neering department, show that the metal sheet,. not the tests to determine the amount. of force required to .'2= r` fastener, is the weakest part of the assembly system. pull out #12 diameter -.Teks self -drilling fasteners :; r "While it takes considerably less force to pull the sheet compared to the amount of force required to pull out over the fastener than it does to pull the fastener out #14 diameter Type A sheet metal screws. The sheet .': of the sheet, the pull over point is still well above nor - metal screw was driven into a pre -drilled hole, .187: mal building load requirements. "AN 16 GAUGE IN 14 GAUGE .Yic'ro;:"P:. •.,. s':::" ' :..:. ..;..:',. -..: .. .. pull .. :a:. .... ,. ':.. ,"?,the The force'regUired for over is determined by FASTENER METAL METAL thickness of the metal sheet and the bearing area of #12-14 Teks/2 970lbs. 1326 lbs. #14 Type A 103 lbs. 163a ibs. the fastener. washer or washer face. Test results, in 50,000 psi steel, show that pull out Four different washer types, assembled to standard strengths for the #12-14 Teks/2 are considerably be- #12-14 Teks/2 self -drilling fasteners, were used to yond what is required in any metal building application. measure pull over values for various thicknesses of Buildex engineering tests have determined the pull out. =y' : ' 33,000 psi minimum yield metal sheet .The ;washers strength of the standard #12-1.4 Teks/2 in various were: metal thicknesses as shown in the chart below. 1/2"O.D. metal cone and sealing washer, Type S The MB/w fastener for assembly of metal sheet to % O.D. Square Cone and sealing washer wood was also tested. The pull out value for this. fas- 1/2" O.D. TwinSeal washer tener in soft pine exceeded 700 lbs. 1/2" O.D. Panel Match washer PULL OUT VALUES PULL OVER VALUES #12-14 TEKS/2 SELF -DRILLING FASTENER 12-14 TEKS/2 SELF -DRILLING FASTENER 2400 2200 2000 1800 1600 1400 1200 1000 800 600 400 200 :6 16 d 12 STEEL THICKNESS (inches) GAUGE 2800 2600 2400 2200 2000 1800 1200 1000 800 600 400 .016 .018 .020 .022 .024 .026 .028 .030 .032 .034 .036 .038 .040 .042 .044 .046 .048 26 2d 22 20 :8 STEEL THICKNESS (Inches) GAUGE BY: G.B.H. DATE: 3/4/05 SUBJECT 40 x 80 x 12 METAL BUILDING CHKD. BY: DATE: BUBALUS CHEESE PLANT CONTRACTOR: FRED BAND & ASSOCIATES SHEET NO JOB NO. 7 GIRTS: FROM 1996 AISI SPECIFICATION SECTION C3.1.3: MAX. SPAN = 19.75 FT. TRY: 6 x 2 1/2 x 14 GAGE CEE GIRTS Fy = 55 KSI T.W. = 4 FT. Sib= 1.67 (C3.1.3) Cq = 1.20 - 0.30 = 0.9 (FOR TRIBUTARY AREA) WIND PRESSURE= 1.06 x 14.40 x .90 x 1.00 = 13.74 PSF UNIFORM WIND LOAD= 55.0 LBS./FT. RMAx = 543 LBS. (ASSUMES SIMPLE SPAN) MMAx = 2679 FT. -LBS. (ASSUMES SIMPLE SPAN) Se = 1.55 IN.' R = 1 PER SECTION C3.1.3 OF 1996 AISI SPECIFICATIONS MALLOW = [RxSexFy/Qb]x4/3 = 5672 FT. -LBS. (EQ. C3.1.3-1 OF 1996 AISI SPECS.) 2679 </= 5672 OK GIRTS BRACED BY PLYWOOD ON INSIDE OK CHECK FOLLOWING.CRITERIA MEMBER DEPTH = MEMBER THICKNESS = FLANGE WIDTH = FLAT FLANGE WIDTH = DEPTH TO THICKNESS RATIO = DEPTH TO FLANGE WIDTH = FLAT WIDTH TO THICKNESS OF FLANGE = LAP LENGTH = MEMBER SPAN = ARE SPANS IDENTICAL ("Y" FOR YES & "N" FOR NO): ARE FLANGES PRVENTED FROM ARE FLANGES PREVENTED FROM MOVING AT SUPPORTS ("Y" FOR YES & "N" FOR NO): 6 IN. ==> MEMBER DEPTH < 11 1/2 IN. O.K. 0.0747 IN. 2.5 IN. 2.35 IN. 80 60 <= d/t RATIO <= 170 O.K. 2.4 depth/flange width <= 4.5 O.K. 31.5 16 <= flat width/flange thickness <=43 O.K. 0 IN. (SIMPLE SPAN) 19.75 FT. < 33 FT. ==> MEMBER SPAN IS O.K. Y BAY SPACINGS ARE O.K. Y MEMBER IS O.K. ** INSULATION SHALL BE GLASS FIBER BLANKET 0-6 IN. THICK COMPRESSED BETWEEN THE MEMBER AND PANEL IN A MANNER CONSISTENT WITH THE FASTENER BEING USED. ** FASTENER TYPE: MINIMUM NO. 12 SELF -DRILLING OR SELF -TAPPING SHEET METAL SCREWS OR 3/16 IN. RIVETS, WASHERS 1/2 IN. DIAMETER. ** FASTENERS SHALL NOT BE STANDOFF TYPE SCREWS. ** FASTENERS SHALL BE SPACED NOT GREATER THAN 12 IN. ON CENTER AND PLACED NEAR THE CENTER OF THE BEAM FLANGE. USE 6 x 2 1/2 x 14 GAGE CEE GIRTS BY: G.B.H CHKD. BY: PURLINS: MAX. SPAN = Fy = DATE: 3/4/05 SUBJECT 40 x 80 x 12 METAL BUILDING DATE: BUBALUS CHEESE PLANT CONTRACTOR: FRED BAND & ASSOCIATES 20 FT. 55 KSI Cq = DL = LL= WL= UNIFORM DL = UNIFORM LL = UNIFROM WL = SHEET NO JOB NO. R �IVV K TRY: 6 x 2 1/4 x 14 GA ZEE PURLINS @ 4'-0" O.C. T.W. = 4 FT. Db = 1.67 (C3.1.3) 1.30 - 0.30 = 1 (FOR TRIBUTARY AREA) 5.00 PSF (ROOF DECKING PER PAGE 4 + NEW CEILING) 20.00 PSF (FROM PAGE 1) 1.06 x 1.00 x 14.40 x 1.00 = 15.26 PSF 20 LBS./FT. 80 LBS./FT. 61 LBS./FT. "SEEPAGES: 9-12 FOR ANALYSIS. CHECK DL + LL: Se = 1.63 MDL + LL = 3200 SjFy) — MALLOW. = Sib — IN.' FT. -LBS. 4474 FT. -LBS. DL + LL CHECK: 3200 < 4474 FT. -LBS. ==> MEMBER IS O.K. CHECK DL + WL: MDL +wL = 900 x 0.75 = 675 FT. -LBS. Se = 1.63 IN.' R= 0.7 PER SECTION C3.1.3 OF 1996 AISI SPECIFICATIONS MALLOW = [RxSexFy/0b] = 3131 FT. -LBS. DL + WL CHECK 1n75-1( I C^ n< 3131 FT. -LBS. ==> MEMBER IS O.K. CHECK FOLLOWING CRITERIA: MEMBER DEPTH = 6 IN. ==> MEMBER DEPTH < 11 1/2 IN. O.K. MEMBER THICKNESS = 0.0747 IN. FLANGE WIDTH = 2.125 IN. FLAT FLANGE WIDTH = 1.9756 IN. DEPTH TO THICKNESS RATIO = 80 60 <= d/t RATIO <= 170 O.K. DEPTH TO FLANGE WIDTH = 2.82 2.8 <= depth/flange width <= 4.5 O.K. FLAT WIDTH TO THICKNESS OF FLANGE = 26.45 16 <= flat width/flange thickness -43 O.K. LAP LENGTH = 20 IN. > 1.5(MEMBER DEPTH) ==> O.K. MEMBER SPAN = 20 FT. < 33 FT. ==> MEMBER SPAN IS O.K. ARE SPANS IDENTICAL ("Y" FOR YES & "N" FOR NO): Y BAY SPACINGS ARE O.K. ARE FLANGES PREVENTED FROM MOVING AT SUPPORTS ("Y" FOR YES & "N" FOR NO): Y MEMBER IS O.K. ** INSULATION SHALLBE GLASS FIBER BLANKET 0-6 IN. THICK COMPRESSED BETWEEN THE MEMBER AND PANEL IN A MANNER CONSISTENT WITH THE FASTENER BEING USED. ** FASTENER TYPE: MINIMUM NO. 12 SELF -DRILLING OR SELF -TAPPING SHEET METAL SCREWS OR 3/16 IN. RIVETS, WASHERS 1/2 IN. DIAMETER. ** FASTENERS SHALL NOT BE STANDOFF TYPE SCREWS. ** FASTENERS SHALL BE SPACED NOT GREATER THAN 12 IN. ON CENTER AND PLACED NEAR THE CENTER OF THE BEAM FLANGE. USE 6 x 2 1/4 x 14 GAGE ZEE PURLINS @ 4'-0" O.C. il 1.2 1.21.1 Results for LC 1, DL + LL Member Shear Forces (k) Reaction units are k and k -ft Gerard Homer and Associates Mal 2.3 2.3 PURLINS ANALYSIS 14 Jan 7, 2005 at 4:05 PM 04299PURLINS.r2d RM Y X 2.2j:J2.6 2.6�:J2.2 -.8 0.8 0.8 -3.2 -3.2 2.3 2.3 Results for LC 1, DL + LL Member Bending Moments (k-ft) Reaction units are k and k-ft Gerard Homer and Associates PURLINS ANALYSIS GBH Jan 7, 2005 at 4:06 PM 04299PURLINS.r2d -.7 -.7 Results for LC 2, DL + WIND Member Shear Forces (k) Reaction units are k and k -ft Gerard Homer and Associates IGBH -.4 -.4 -.J PURLINS ANALYSIS IN 14 Jan 7, 2005. at 4:06 PM 04299PURLINS.r2d N BY: G.B.H. DATE: 3/4/05 SUBJECT 40 x 80 x 12 METAL BUILDING CHKD. BY: DATE: BUBALUS CHEESE PLANT CONTRACTOR: FRED BAND & ASSOCIATES END WALL RAFTERS: SHEET NO. 13 JOB NO. 04299 TRY 8 x 3 x 14 GA CEE d= 8 Sf= Ix/(d/2)= 2.75 Fy= 55 ksi Ix= 11 Sc=Se= 2.67 ly= 1.290 SPAN = 20 FT. CANTILEVER = 0 TRIBUTARY WIDTH= 10 TRIBUTARY AREA = 200 SQ. FT. LOADS D.L.= 5 PSF L.L.= 16 PSF W.L. = 1.06 x 1.00 x 14.40 x 1.00 = 15.26 PSF WDA= 50.0 + 4.64 (BM WT.)= 54.6 PLF WLL= 160 PLF WUPUFT= 152.6 PLF r too ;s*p''- DL&LL Mn=Fy x Sx / 12 x1.67= 7.328 >= 6.030 OK CHECK UNBRACED LENGTH OF CANTILEVER PER AISI C3.1.2 Lb= 4 FT Me= 54.339 FT -KIPS Cb= 1.00 My= 12.238 Mc= 12.238 FT -KIPS Ma= S�xMJ(Sfx1.67)= 7.328 FT -KIPS >= 6.030 OK DL&WIND UPLIFT (M x 0.75) CHECK UNBRACED LENGTH OF SPAN PER AISI C3.1.2 Lb= 10.000 FT Me= 8.694 FT -KIPS Cb= 1.00 My= 12.238 Mc= 8.281 FT -KIPS Ma= ScxMci(S,xl.67)= 4.959 FT -KIPS >= 2.749 OK 8x3x14GACEE OK GERARD HOMER & ASSOCIATES 2374 W. WHITENDALE AVE. VISALIA, CALIFORNIA 93277 (559) 734-6675 FAX(559) 734-5232 E:ghomerstructengr@sbcglobal.net Rev: 580004 User. KW -0600671, Ver 5.8.0, 1 -Dec -2003 (c)1983-2003 ENERCALC Engineering Software Description END WALL RAFTER Title: BUBALUS CHEESE PLANT Job # 04299 Dsgnr: G.B.H. Date: 11:06AM, 8 JAN 05 Description: 40x80x12 PREFAB METAL BLDG., Scope : Multi -Span Steel Beam Page 1 04299.ecw: Calculations General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy - Yield Stress 55.00 ksi Load Duration Factor 1.00 Spans Considered Continuous Over Supports Span Information DescriptionEND CTR SPAN END SPAN Span ft 9.50 20.00 9.50 Steel Section End Fixity Pin -Pin Pin -Pin Pin -Pin Unbraced Length ft 4.00 4.00 4.00 Loads Live Load Used This Span ? Dead Load k/ft Live Load k/ft Yes 0.055 0.160 Yes 0.055 0.160 Yes 0.055 0.160 Results Reactions... DL @ Left k Mmax @ Cntr k -ft 0.35 4.72 0.35 @ X = ft 1.77 10.00 7.73 Max @ Left End k -ft 0.00 -6.03 -6.03 Max @ Right End k -ft -6.03 -6.03 0.00 fb : Actual psi 0.0 0.0 0.0 Fb : Allowable psi 0.0 0.0 0.0 Bending OK Bending OK Bending OK fv : Actual psi 0.0 0.0 0.0 Fv : Allowable psi 22,000.0 22,000.0 22,000.0 Shear OK Shear OK Shear OK Reactions & Deflections Shear @ Left k Shear @ Right k Reactions... DL @ Left k LL @ Left k Total @ Left k DL @ Right k LL @ Right k Total @ Right k' Max. Deflection in @X= ft Span/Deflection Ratio Query Values Location ft Shear k Moment k -ft Max. Deflection in 0.39 1.66 0.10 0.29 0.39 0.97 2.83 3.81 0.075 6.59 1,522.3 0.00 0.39 0.00 0.0000 2.15 2.15 1.66 0.39 0.97 0.97 2.83 2.83 3.81 3.81 0.97 0.10 2.83 0.29 3.81 0.39 -0.794 :/.075 10.00 i� 2.91 302.3 1,522.3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.15 1.66 0.00 0.00 0.00 0.00 0.00 -6.03 -6.03 0.00 0.00 0.00 0.00 0.00 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 BY: G.B.H. DATE: 3/4/05 SUBJECT 40 x 80 x 12 METAL BUILDING SHEET NO. 14 CHKD. BY: DATE: BUBALUS CHEESE PLANT JOB NO. 04299 LL = CONTRACTOR: FRED BAND & ASSOCIATES PSF (T.A. = 100 FT .2) END WALL COLUMNS 0 CORNERS: WL (UPLIFT) = 15.26 MAX. HEIGHT = 12 FT. TRY: C 8 x 3 x 14 GA ENDWALL COLUMN @ CORNER Fy = 55 KSI 1/2 BAY SPACINGS = 10 FT. (FOR ROOF) AXIAL LOAD ECCENTRICITY = 1.500 T.W. = 5 FT. (FOR WALL) AXIAL DL = 1247 UNBRACED LENGTH = 5.3 FT. (WORST CASE) FT. -LBS. DLROOF = 5.00 PSF (ROOF DECKING + ZEES + INSULATION) FT. -LBS. DLWALL = 2.50 PSF (WALL SIDING + GIRTS + INSULATION) FT. -LBS. LL = 20.00 PSF (T.A. = 100 FT .2) WL (UPLIFT) = 1.06 x 1.00 x 14.40 x 1.00 = 15.26 PSF WL (LATERAL) = 1.06 x 0.90 x 14.40 x 1.00 = 13.74 PSF AXIAL LOAD ECCENTRICITY = 1.500 IN. AXIAL DL = 800 LBS. __> M DUE TO ECCENTRICITY = 100 FT. -LBS. AXIAL LL = 1000 LBS. __> M DUE TO ECCENTRICITY = 125 FT. -LBS. AXIAL WL (UPLIFT) = 763. LBS. __> M DUE TO ECCENTRICITY = 95 FT. -LBS. UNIFROM WL (LATERAL) = N/A LBS./FT. (BRACED BY SIDE WALL) ** SEE PAGES: 15 FOR ANALYSIS (DL +LL GOVERNS). MAXIMUM CODE CHECK = 0.095 < 1.00 ==> O.K. 11 C8 x 3 x 14 GA CEES @ END WALL CORNER COLUMNS O.K. 11 INTERMEDIATE END WALL COLUMNS: MAX. HEIGHT = 13.25 FT. TRY: 8 x 3 x 14 GA CEE INTERMEDIATE END WALL COLUMNS Fy = 55 KSI 1/2 BAY SPACINGS = 10 FT. (FOR ROOF) T.W. = 15 FT. (FOR WALL) UNBRACED LENGTH = 5.3 FT. (WORST CASE) DL = 5.00 PSF (ROOF DECKING + ZEES + INSULATION) DLWALL = 2.50 PSF (WALL SIDING + GIRTS + INSULATION) LL = 20.00 PSF (T.A. = 100 FT .2) WL (UPLIFT) = 15.26 PSF (FROM PAGE 1) WL (LATERAL) = 13.74 PSF (FROM PAGE 2) AXIAL LOAD ECCENTRICITY = 1.500 IN. AXIAL DL = 1247 LBS. __> M DUE TO ECCENTRICITY = 156 FT. -LBS. AXIAL LL = 3000 LBS. __> M DUE TO ECCENTRICITY = 375 FT. -LBS. AXIAL WL (UPLIFT) = 2290 LBS. __> M DUE TO ECCENTRICITY = 286 FT. -LBS. UNIFROM WL (LATERAL) = 206 LBS./FT. ** SEE PAGES: 16 (DL+LL) & 17 (DL+WL) FOR ANALYSIS. MAXIMUM CODE CHECK = 0.694 < 1.00 ==> O.K. USE 8 x 3 x 14 GA CEES @ EACH INTERMEDIATE END WALL COLUMN LOCATION - O.K. Beam: M1 Max: .9 at 0 ft Shape: C8x3x14GA Material: CF_STL Length: 12 ft I Joint: N1' * . J Joint: N2 LC 1: DL + LL Code Check: 0.095 (bending) A k Report Based On 97 Sections Max: .787 at 0 ft S Max: -.019 at 0 ft V k fa ksi ` Max: .959 at 12 ft r Max: .225 at 12 ft fc ksi I IN M k -ft Max: .011 at 6.875 ft ft .,� 1 , A ksi - D in Min: -.959 at 12 ft , AISI 1999 ASD Code Check - .-Max Bending Check 0.095 Max Shear Check 0.004 Location 12 ft Location 0 ft Equation C5.2.1-3 Max Defl Ratio L/10000 R (c3.1.3) Not.Used Fy 55 ksi Out Plane In Plane Pn 27.307 k Cm .6 Tn 62.92 k Lb 7 ft 12 ft Mn 10.68 k -ft KL/r 74.741 45.905 Vn 8.047 k Sway No No Cb 1 L Comp Flange, 7 ft Beam: M1 Max: 4.247 at 0 ft Shape: C8x3x14GA Material: CF_STL Check 0.337 Length: 13.25 ft Max Shear Check 0.008 I Joint: N1 13.25 ft J Joint: N2 Location LC 1: DL + ILL' Equation Code Check: 0.337 (bending) Report Based On 97 Sections R (c3.1.3) Not Used Max: 3.712 at 0 ft Fy 55 ksi Max: -.04 at 0 ft In Plane Pn 26.872 k V k fa ksi 62.92 k Lb 7 ft 13.25 ft Max: .531 at 13.25 ft Max: 2.264 at 13.26 ft M999,Mksi M M ax: .031 at 7. ftksi i, Min: -2.264 at 13.25 ft D AISI 1999 ASD Code Check Max Bending Check 0.337 Max Shear Check 0.008 Location 13.25 ft Location 0 ft Equation C5.2.1-1 Max Defl Ratio U5110 R (c3.1.3) Not Used Fy 55 ksi Out Plane In Plane Pn 26.872 k Cm .6 Tn 62.92 k Lb 7 ft 13.25 ft Mn 10.68 k -ft KL/r 74.741 50.687 Vn 8.047 k Sway No No Cb 1 L Comp Flange 7 ft k -ft in VA Beam: M1 -- Shape: C8x3x14GA Material: CF_STL • Max: -.756 at 0 ft Length: 13.25 ft A k Joint: N1 J Joint: N2 LC 3: DL+WLAXIAL+WLLATRLDTLD Code Check: 0.694 (bending) Report Based On 97 Sections Max: 1.372 at 0 ft Max: -.661 at 0 ft fa ksi V k Min: -1.358 at 13.25 ft Max: 19.477 at 6.625 ft M k -ft i r 1� A r fc ksi Min: -4.568 at 6.625 ft ft ksi D in r i f Min: -19.477 at 6.625 ft Min: -.436 at 6.625 ft AIS/ 1999 ASD Code Check Max Bending Check 0.694 Max Shear Check 0.285 Location 6.625 ft Location 0 ft Equation C5.1.1-2 Max Defl Ratio L/365 R (c3.1.3) Not Used Fy 55 ksi Out Plane In Plane Pn 26.872 k Cm .85 Tn 62.92 k Lb 7 ft 13.25 ft Mn 10.68 k -ft KUr 74.741 50.687 Vn 8.047 k Sway No No Cb. 1 L Comp Flange 7 ft BY: G.B.H. DATE: 1/8/05 SUBJECT 40 x 80 x 12 METAL BUILDING SHEET NO. 18 CHKD. BY: DATE: BUBALUS CHEESE PLANT JOB NO. 04299 CONTRACTOR: FRED BAND & ASSOCIATES RIGID FRAME ANALYSIS: (1.8 /N 12 PITCH) BUILDING LENGTH = 80 FT. FRAME SPAN = 40 FT. FRAME HEIGHT = 12 FT. BAY SPACING = 20 FT. WIND PRESSURE = 1.06 x 12.60 x 0.8 x 1.00 = 10.68 PSF (MEMBER 1) WIND PRESSURE = 1.06 x 12.60 x 0.5 x 1.00 = 6.68 PSF (MEMBER 4) WIND PRESSURE = 1.06 x 12.60 x 0.7 x 1.00 = 9.35 PSF (MEMBER 3) WIND PRESSURE 1 = 1.06 x 12.60 x 0.9 x 1.00 = 12.02 PSF OUT (MEMBER 2) WIND PRESSURE 2 = 1.06 x 12.60 x 0.3 x 1.00 = 4.01 PSF IN (MEMBER 2) DL= 4.00 PSF (ROOF DECKING + ZEES + INSULATION) LL = 12.00 PSF (T.A. = 800 FT .2) UNIFORM DL (U. DL) = 80 LBS./FT. UNIFORM LL (U. LL) = 240 LBS./FT. UNIFROM WL (MEMBER 1) = 214 LBS./FT. TO THE RIGHT UNIFROM WL (MEMBER 4) = 134 LBS./FT. TO THE RIGHT UNIFROM WL (MEMBER 3) = 187 LBS./FT. OUTWARD UNIFROM WL CASE 1 (MEMBER 2) = 240 LBS./FT. OUTWARD Z � UNIFROM WL CASE 2 (MEMBER 2) = 80 LBS./FT. INWARD SEISMIC: rMAx = 0.50 AB= 40 x 80 = 3200 FT.`. p = 2 - 20/1 IAx(AB) 1/2] = 1.293 > 1.0 =_> p = 1.293 V= 0.1429 W (FROM PAGE G1) w = (5.00 x 40.00 x 20.00) + (3.0 x 20.00 x 12.00 x 2) = 5440 LBS./BAY VTOTAL = 5440 x 1.29 x 0.1429 = 1005 LBS./FRAME 40.000 FT. SEE PG Al B FOR FRAME AND LOADS MEM. 2 MEM. 3 "" SEE PAGES B1-B28 F'DR ANALYSIS. 12.00 FT. MEM. 1 MEM. 4 HA HB-► RA �REACTIONS RB (DL + LL): HA = 3122.00 LBS. HB = -3122.00 LBS. RA = 6798.00 LBS. RB = 6797.00 LBS. REACTIONS (DL + WL): ; :As1 AS WORST UPLIFT AND SHEAR) HA = 2 0 LBS. HB =-2�O02g0 LBS. RA = 40 LBS. RB = ,L LBS. REACTIONS (DL + SEISMIC): - 127 I2 -?'t HA = 374.00 LBS. HB = -1.379.00 LBS. RA = 1622.00 LBS. RB = 2372.00 LBS. UNITY CHECKS: SEE PAGE B11-B12 =_> DL + LL = SEE PG 18C SE = PAGE B14-1316 =_> DL +WL = .396 < 1.0 O.K. - CASE 2 IS WORST CASE SEE PAC. B22-B24 ==> DL + SEISMIC = 0.388 < 1.0 O.K. FRAME O.K. WITH WEB MODIFICATIONS PER PG 18C c� � ��' r' �=cam .� r► a � �81 �� 5� � �-' L10 01 4 � � 33 5 0I1('"r4l 0\ "(r cols 02:wrOd�uvj' 4 -1 -rifts --3Cngy X-�' s (7�2 O NO 12.45 N 9:81 18 � 6 �( 0.05 5.14 �� 9 - 10.38 SRO as o' 1.11 10.11 9.08 11.04 11.05 11.31 13.03 11.10 15.00 12.03 16.91 12.35 19.20 12.13 21.42 12.35 23.40 12.03 25.31 11.10 21.34 11.31 29.32 11.04 CPU _ZU 31.29 10.11 m9 O 3326 l I 10.38 GIWN(11 a.J 4IJ �o $ L91 11.46 3.95 11.19 5.93 12.12 �! Q X v 1.9 12.45 N 9:81 18 12. 11.84 13.82 13.43 15.19 13.161.16 14.09 1920 14.3320.63 1 4.09 �I� /"►N� 22.61 13.16 ✓ ''II �� 2458 13.43 C f�cat- 26.55 13.11 28.53 12.18 30.50 �y� 12.45 C4 `• 52.41 Z 12.12 34.44 36.43 11.46 S 3., 00 �O 9jO pO -10 -aO =0 I 5A3 12.12 7.a 12.45 11.04 %. \-.t- 12._78 V) U� Jt \112- d to .9 'IND (� A-- ,DO IA -7 11.46 3A5 11.7a ccs 5A3 12.12 7.a 12.45 11.04 %. \-.t- 12._78 V) U� Jt \112- d to .9 'IND (� A-- ,DO BY: G.B.H. CHKD. BY: BRACE RODS: DATE: 3/4/05 DATE: ASTM A36 RODS AND EYE BOLTS OR EQUAL: SUBJECT 40 x 80 x 12 METAL BUILDING BUBALUS CHEESE PLANT CONTRACTOR: FRED BAND & ASSOCIATES SHEET NO. 23 JOB NO. 04299 ALLOWABLE TENSION LOAD - 12 FT. 1/4 " DIA. = 0.937 kips MIN. ASSEMBLY BREAKING STRENGTH 5/16" DIA. = 1.465 kips MIN. ASSEMBLY BREAKING STRENGTH 3/8" DIA. = 2.109 kips MIN. ASSEMBLY BREAKING STRENGTH 7/16" DIA. = 2.871 kips MIN. ASSEMBLY BREAKING STRENGTH 1/2" DIA. = 3.667 kips MIN. ASSEMBLY BREAKING STRENGTH EAVE HEIGHT = 12 FT. - EAVE HEIGHT - LOW SIDE WIDTH = 40 FT. -WIDTH OF BUILDING LENGTH= 80 FT. - LENGTH OF BUIDING BAY SPACING = 20 FT. - WIDTH OF THE BRACED BAY RIDGE = EAVE + SLOPE(WIDTH/2) = 14.830 FT. - HEIGHT AT RIDGE - HIGHEST POINT NUMBER OF BRACED BAYS = 1 CHECK FOR WIND LOAD: AT = [ ( RIDGE + EAVE) / 2 ] x (WIDTH / 2) = 268 FT.` PWS = 1.06 x 1.30 x 14.40 x 1.00 = 19.84 PSF PT = PWL(AT)= 5.324 kips CHECK FOR SEISMIC: rMAx = 0.5 AB = WIDTH x LENGTH = 3200 FT.` p = 2 - 20/[rMAx(AB)1/2] = 1.293 > 1.0 ==> p = 1.293 R = 5.6 (AS GIVEN IN TABLE 16-N OF UBC 1997) PT= 2.5x(Ca)x(p) 5.00 x 40 x 80 + 4.00 x 12 x 40� R x 1.4 [ PT = 2.660 kips @ WORKING STRESS LEVEL GOVERNING CRITERIA: WIND GOVERNS ==> P = 5.324 kips BY: G.B.H. DATE: 3/4/05 SUBJECT 40 x 80 x 12 METAL BUILDING CHKD. BY: DATE: BUBALUS CHEESE PLANT CONTRACTOR: FRED BAND & ASSOCIATES SHEET NO. Z4 JOB NO. 04299 ROOF ROD BRACING: P 20' T = P x ((WIDTH/2)2 + BAY2)'/2 _ 3.765 kips 2 x BAY SPCG x # OF BRCD BAYS 20' 20' 2.871 x 413 = 3.828 0 K USE 7/16" DIA. RODS MIN. - O.K. SIDE WALL BRACING: T = P x (HEIGHT2 + BAY2)'/2 — 3.104 kips 2 x BAY SPCG x # OF BRCD BAYS 2.871x 413 = 3.828 OK USE 7116" DIA. RODS MIN. - O.K. REACTIONS FOR ANCHORAGE: H = (P / # BRCD BAYS) = 5.324 kips R = [P x EAVE] / [ # BRCD. BAYS x BAY SPCG] = 3.194 kips UP END WALL BRACING: PT WIND = PWS x (BAY SPCG/2) x [ (EAVE HT./2) + SLOPE HT. ]_ PT SEISMIC = 2.5x(Ca)xIx(p) 05.00 x 10 x 40 + 4.00 x R x 1.4 PT SEISMIC = 0.458 kips GOVERNING CRITERIA: WIND GOVERNS ==> P = 1.752 kips MAXIMUM HEIGHT OF ROD = 12 FT. WIDTH OF ROD BRACING = 9.5 FT. T = (P x ( ROD HT .2 x WIDTH ROD BRCG.2)'12) / WIDTH = 2.871x413=3.828 OK USE 7116" DIA. RODS MIN. - O.K. REACTIONS FOR ANCHORAGE: H = (P / # BRCD BAYS) = 1.752 kips R = [P x EAVE] / [ # BRCD. BAYS x BAY SPCG] = 2.213 kips UP 1.752 kips 10 x 12] 2.823 kips BY: G.B.H. DATE: 3/4/05 SUBJECT 40 x 80 x 12 METAL BUILDING SHEET NO. 25 CHKD. BY: DATE: BUBALUS CHEESE PLANT JOB NO. 04299 CONTRACTOR: FRED BAND & ASSOCIATES PREFAB METAL BUILDING: 40 x 80 x 12 METAL BUILDING FOOTINGS FOR RIGID FRAMES W/ BRACE RODS: DEAD LOAD + LIVE LOAD R = 6798 LBS. H = 3122 LBS. ALLOWABLE SOIL PRESSURE = 1000 PSF < 1000 PSF TRY SQUARE FOOTING DIMENSION OF= 2.75 FT. SOIL PRESSURE = 6798 = 899 PSF < 1000 PSF O.K. 7.56 DEAD LOAD + WIND LOAD / SEISMIC R = 1279.0 LBS. H = 2908.0 LBS. FROM PG. 18A R = 1279.0 LBS. H = 2288.0 LBS. FROM PG. 18A R = 3194.4 LBS. H = 5323.9 LBS. FROM PG. 24 R = 0.0 LBS. H = 0.0 LBS. PER U.B.C.SECTION 1621.1: BIULDING EAVE HEIGHT = 12 FT. < 60 FT. THEREFORE D.L. FACTOR FOR UPLIFT = 1.0 BUILDING WIDTH = 40 FT. HEIGHT/WIDTH RATIO = 0.300 < 0.5 THEREFORE D.L. FACTOR FOR UPLIFT = 1.0 USE D.L. FACTOR = 1.0 MINIMUM DEPTH OF FOOTING: d = 1.0 3194.4 — (150 x C 150 .67 x 10.0) = 1.934 FT. x (2.8)^2 USE A FOOTING DEPTH = 18 IN. HAIRPIN CROSS-SECTIONAL AREA OF_ 5323.93056 = 0.141 IN.2 STEEL REQUIRED 0.707 x 20000 x 4/3 x 2 LEGS USE 2'-9" SQ. x V-6" THICK FOOTING & #4 HAIRPINS W/ 6'-0" LEGS BY: G.B.H. DATE: 3/4/05 SUBJECT 40 x 80 x 12 METAL BUILDING SHEET NO. 26 CHKD. BY: DATE: BUBALUS CHEESE PLANT JOB NO. 04299 CONTRACTOR: FRED BAND & ASSOCIATES PREFAB METAL BUILDING: 40 x 80 x 12 METAL BUILDING FOOTINGS FOR RIGID FRAMES W/OUT BRACE RODS: DEAD LOAD + LIVE LOAD R = 6798 LBS. H = 3122 LBS. ALLOWABLE SOIL PRESSURE = 1000 PSF < 1000 PSF TRY SQUARE FOOTING DIMENSION OF= 4 FT. SOIL PRESSURE = 6798 = 425 PSF < 1000 PSF O.K. 16.00 DEAD LOAD + WIND LOAD / SEISMIC R = 1279.0 LBS. H = 2908.0 LBS. FROM PG. 18 R = 1279.0 LBS. H = 2288.0 LBS. FROM PG. 18 R = 0.0 LBS. H = 0.0 LBS. R = 0.0 LBS. H = 0.0 LBS. PER U.B.C.SECTION 1621.1: BIULDING EAVE HEIGHT = 12 FT. < 60 FT. THEREFORE D.L. FACTOR FOR UPLIFT = 1.0 BUILDING WIDTH = 40 FT. HEIGHT/WIDTH RATIO = 0.300 < 0.5 THEREFORE D.L. FACTOR FOR UPLIFT = 1.0 USE D.L. FACTOR = 1.0 MINIMUM DEPTH OF FOOTING: d = 1.0 1279.0 — (150 x 150 .67 x 10.0)] = 0.116 FT. x (4.0)^2 USE A FOOTING DEPTH = 12 IN. HAIRPIN CROSS-SECTIONAL AREA OF 2908 - 0.077 IN.Z STEEL REQUIRED 0.707 x 20000 x 4/3 x 2 LEGS USE 2'-9" SQ. x V-0" THICK FOOTING & #4 HAIRPINS W/ 6'-0" LEGS BY: G.B.H. DATE: 3/4/05 CHKD. BY: DATE: ANCHOR BOLT ANALYSIS: SUBJECT 40 x 80 x 12 METAL BUILDING BUBALUS CHEESE PLANT CONTRACTOR: FRED BAND & ASSOCIATES BOLT CALL -OUT: 4 - 3/4" DIA. ANCHOR BOLTS TRY: 10 IN. MIN. EMBEDMENT W/ db = 2 IN. MAX. PROJECTION Ab = la "s ' 2 • • "s " • • 2 I I EDGE OF "C," SLAB PROJECTED FAILURE SURFAC NUMBER OF BOLTS = fc = fUT= �DGE OF SLAB _ „Cl„ _ „A, "C2' _ "s," _ S2 _ 2 "A" = EMBED. + MIN.(EMBED. OR C2) + s2 = "B" = EMBED. + MIN.(EMBED. OR cl) + s, = AP="A"x"B"= TENSION DESIGN STRENGTH: SHEAR DESIGN STRENGTH: SHEET NO. 27 JOB NO. 04299 0.75 0.44 2 2500 60000 1.00 0.65 10 12 4 3 23 24 552 Pss = 0.9Abf UT = 47.713 kips PC = %4AP(fC)112 = 110.400 kips Vss = 0.75Abf UT = 39.761 kips ARE HAIRPINS PRESENT (ENTER Y FOR YES AND N FOR NO): Y EQUATION 1 FOR VC = 800(Ab)W(fC)1" EQUATION 2 FOR VC = 2(Tr)(de2)(k)(f j/2 VC = EQUATION 1 = 35.343 kips ACTUAL TENSION AND SHEAR VALUES: VERTICAL HORIZONTAL DL 1.6995 0.7805 LL 5.0985 2.3415 WIND 4.85 2.172 NOTE: + = COMPRESSION - = TENSION SPECIAL INSPECTION (ENTER Y FOR YES AND N FOR NO): N LOAD COMBINATIONS: VERTICAL HORIZONTAL 1.) 1 ADL + 1.7LL 22.0935 10.147 2. 0.75(1.4DL + 1.7LL + 1.7W) 28.938 13.148 3. 0.9DL + 1.3W 15.669 7.052 IN. IN.` PER BOLT BOLTS PSI PSI IN. IN. IN. IN. IN. IN. IN.` BY: G.B.H. DATE: 3/4/05 CHKD. BY: DATE: SUBJECT 40 x 80 x 12 METAL BUILDING BUBALUS CHEESE PLANT CONTRACTOR: FRED BAND & ASSOCIATES TENSION AND SHEAR CHECK FOR LOAD COMBINATION 1: Pu = 0 kips ==> NO UPLIFT ON ANCHOR BOLTS VU = 10.1465 kips FROM THE 1997 U.B.C. 1923.3.4: 1/4)(Pu/PC) = 0.000 1/4)(VUNC) = 0.442 1/4)[(PU/PC)113 + (VUNC)513) = 0.192 (Pu/PSS)2 + (VUNsS)2 = 0.065 SHEET NO. JOB NO. EQUAL TO OR LESS THAN 1.0 O.K. EQUAL TO OR LESS THAN 1.0 O.K. EQUAL TO OR LESS THAN 1.0 O.K. EQUAL TO OR LESS THAN 1.0 O.K. TENSION AND SHEAR ARE O.K. FOR LOAD COMBINATION 1 TENSION AND SHEAR CHECK FOR LOAD COMBINATION 2: Pu = 0 kips ==> NO UPLIFT ON ANCHOR BOLTS Vu = 13.148475 kips FROM THE 1997 U.B.C. 1923.3.4: 1/4)(Pu/PC) = 0.000 1/4)(VUNC) = 0.572 1/q)[(PU/PC)113 + (VU/VC)5i3) = 0.296 (Pu/PSS)2 + (VuNsS)2 = 0.109 EQUAL TO OR LESS THAN 1.0 O.K. EQUAL TO OR LESS THAN 1.0 O.K. EQUAL TO OR LESS THAN 1.0 O.K. EQUAL TO OR LESS THAN 1.0 O.K. TENSION AND SHEAR ARE O.K. FOR LOAD COMBINATION 2 TENSION AND SHEAR CHECK FOR LOAD COMBINATION 3: Pu = 0 kips ==> NO UPLIFT ON ANCHOR BOLTS Vu = 7.0521 kips FROM THE 1997 U.B.C. 1923.3.4: 1/4)(Pu/PC) = 0.000 1/4)(VuNC) = 0.307 1/4)[(PU/PC)513 + (VUNC)113) = 0.105 (Pu/PSs)2 + (VUNsS)2 = 0.031 EQUAL TO OR LESS THAN 1.0 O.K. EQUAL TO OR LESS THAN 1.0 O.K. EQUAL TO OR LESS THAN 1.0 O.K. EQUAL TO OR LESS THAN 1.0 O.K. TENSION AND SHEAR ARE O.K. FOR LOAD COMBINATION 3 7R PROVIDE (4) - 3/4" DIAMETER A307 ANCHOR BOLTS W/ 10" MIN. EMBEDMENT & W/ f = 2500 PSI MIN. AND LAYOUTS AS SHOWN ON PG. 27 @ BASE OF RIGID FRAMES - O.K. BY: G.B.H. DATE: 3/4/05 CHKD. BY: DATE: BUBALUS CHEESE PLANT CONTRACTOR: FRED BAND & ASSOCIATES SUBJECT 40 x 80 x 12 METAL BUILDING FOOTING (aD- POST AND BEAM ENDWALLS: CHECK (ED CORNER POSTS: P @ CORNER POST = 1.800 kips (PG 14) P UPLIFT = -0.763 kips (RUP PG 24 - 0.5 (RDS) PG 14) SOIL PRESSURE = 1800 = 800 PSF O.K. 1.500^2 MINIMUM THICKNESS = 12 IN. DEAD LOAD FROM SPREAD FOOTING = 338 LBS. CONTINUOUS FOOTING DIMENSIONS: DEPTH = 1 FT. WIDTH = 0.667 FT. SPAN = 10 FT. DEAD LOAD FROM CONTINUOUS FOOTING = 1000.5 LBS. TOTAL DEAD LOAD TO RESIST UPLIFT = 1338 LBS. P(DL) > P(UPLIFT) THEREFORE FOOTING IS O.K. USE A 1'-6" SQ. x 1'-0" THICK FOOTING AT ENDWALL CORNER COLUMNS CHECK (a) INTERIOR POSTS: P @ INTERIOR POST = 4.247 kips (PG 14) P UPLIFT = -1.667 kips (RUP PG 24 - 0.5 (RDS) PG 14) SOIL PRESSURE = 4246.875 = 839 PSF O.K. 2.250^2 MINIMUM THICKNESS = 12 IN. DEAD LOAD FROM SPREAD FOOTING = 759.375 LBS. CONTINUOUS FOOTING DIMENSIONS: DEPTH = 1 FT. WIDTH = 0.667 FT. SPAN = 10 FT. DEAD LOAD FROM CONTINUOUS FOOTING = 1000.5 LBS. TOTAL DEAD LOAD TO RESIST UPLIFT = 1760 LBS. P(DL) > P(UPLIFT) THEREFORE FOOTING IS O.K. USE A 2'-3" SQ. x 1'-0" THICK FOOTING AT ENDWALL INTERIOR COLUMNS SHEET NO. 29 JOB NO. 04299 BY: G.B.H. CHKD. BY: SLAB: DATE: 1/10/05 SUBJECT 40 x 80 x 12 METAL BUILDING DATE: BUBALUS CHEESE PLANT CONTRACTOR: FRED BAND & ASSOCIATES USE A 4" THICK CONCRETE SLAB MINIMUM 11 THICKENED PERIMETER SLAB: SHEET NO. 30 JOB NO. 04299 -31 o c- moi, -71 61 Pz3ix?.. O �iE�. - �i i! 5 G SSC jj t BY: G.B.H. DATE: 1/10/05 SUBJECT 40 x 80 x 12 METAL BUILDING CHKD. BY: DATE: BUBALUS CHEESE PLANT CONTRACTOR: FRED BAND & ASSOCIA I tS SHEET NO JOB NO. 1213 GIRTS: FROM 1996 AISI SPECIFICATION SECTION C3.1.3.- MAX. 3.1.3.MAX. SPAN = 19.75 FT. TRY: 8 x 3 x 16 GAGE CEE GIRTS Fy = 55 KSI T.W. = 3.5 1 FT. Sib= 1.67 (C3.1.3) Cq = 1.20 - 0.30 = 0.9 (FOR TRIBUTARY AREA) WIND PRESSURE= 1.06 x 12.60 x .90 x 1.00 = 12.02 PSF UNIFORM WIND LOAD= 42.1 LBS./FT. RMAx = 415 LBS. (ASSUMES SIMPLE SPAN) MMAx = 2051 FT. -LBS. (ASSUMES SIMPLE SPAN) Se = 1.99 1N.' R = 0.4 PER SECTION C3.1.3 OF 1996 AISI SPECIFICATIONS MALLOW = [RxSexFy/Qb]x4/3 — 2913 FT. -LBS. (EQ. C3.1.3-1 OF 1996 AISI SPECS.) �y 23- IG�c 2051 <l= 2913 FT. -LBS. ==> MEMBER IS O.K. _ CHECK FOLLOWING CRITERIA: MEMBER DEPTH = 8 IN. ==> MEMBER DEPTH < 11 1/2 IN. O.K. MEMBER THICKNESS = 0.0598 IN. FLANGE WIDTH = 3 IN. FLAT FLANGE WIDTH = 2.51 IN. DEPTH TO THICKNESS RATIO = 134 60 <= d/t RA -11 10 <= 170 O.K. DEPTH TO FLANGE WIDTH = 2.7 depth/flay rya width <= 4.5 O.K. FLAT WIDTH TO THICKNESS OF FLANGE = 42.0 16 <= flat width/flange thickness <=43 O.K. LAP LENGTH = 0 IN. (SIMPLE SPAN) MEMBER SPAN = 19.75 FT. < 33 FT. ==> MEMBER SPAN IS O.K. ARE SPANS IDENTICAL ("Y" FOR YES & "N" FOR NO): Y BAY SPACINGS ARE O.K. ARE FLANGES PREVENTED FROM MOVING AT SUPPORTS ("Y" FOR YES & "N" FOR NO): Y MEMBEP : '< ** INSULATION SHALL BE GLASS FIBER BLANKET 0-6 IN. THICK COMPRESSED BETWEEN THE MEMBER AND PANEL IN A MANNER CONSISTENT WITH THE FASTENER BEING U moi'). ** FASTENER TYPE: MINIMUM NO. 12 SELF -DRILLING OR SELF -TAPPING SHEET METAL SCREWS OR 3/16 IN. RIVETS, WASHERS 1/2 IN. DIAMETER. ** FASTENERS SHALL NOT BE STANDOFF TYPE SCREWS. ** FASTENERS SHALL BE SPACED NOT GREATER THAN 12 I.N. ON EEH"ER AND PLACED NEAR THE CENTER OF THE BEAM FLANGE. USE 8 x 3 x 16 GAG*_' _ ':GIRTS I '(1q.e2o7t2�� `z� Po�Fty P0+ MLZ( l -o�CoLS - t,O13_s GERARD HOMER & ASSOCIATES Title: BUBALUS CHEESE PLANT Job # 04299 Dsgnr: G.B.H. Date: 1:34PM, 10 JAN 05 2374 W. WHITENDALE AVE. Description : 40x80x12 PREFAB METAL BLDG. VISALIA, CALIFORNIA 93277 (559) 734-6675 FAX(559) 734-5232 Scope E:ghomerstructengr@sbcglobal.net ' Rev: 580001 User: KW-0600671 Ver 5.8.0,1-Dec-2003Single Span Beam Analysis Page 1 (c)1983-2003 ENEkCALC Engineering Software o4299.ecw:Caicuiaticns Description ROOF BEAMS General Information ' Center Span ` 19.25 ft Moment of Inertia 6.760 in4 Left Cantilever ft Elastic Modulus ' 29,000 ksi Right Cantilever ft Beam End Fixity Fix-Fix Point Loads Magnitude 0.849 k 1.819 k 1.819'k 1.819 k 1.510 k Location " 0.500 ft 4.830 ft 9.160 ft 13.490 ft 17.820 ft . ^ Magnituder k k k k k ' Location ft ft ft ft ft Query Values Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment -12.26 k-ft 0.00 k-ft 0.00 k-ft Shear 3.77 k 0.00 k 0.00 k Deflection - 0.00000 in • 0.00000 in 0.00000 in Summary Moments... Shears... Reactions... Max + @ Center 7.04 k-ft at 9.18 ft @ Left 3.77 k @ Left 3.77 k' Max - @ Center -12.81 k-ft at ft @ Right 4.05 k @ Right 4.05 k .19.25 Maximum 4.05 k @ Left Cant -12.26 k-ft @ Right Cant r -12.81 k-ft Deflections... @Center -1.307 in at 9.61 ft • Maximum = 12.81 k-ft @ Left Cant.. 0.000 in at 0.00 ft , @ Right Cant 0.000 in at 0.00 ft r s GERARD HOMER &'ASSOCIATES' Title: BUBALUS CHEESE PLANT Job # 04299 2374 W. WHITENDALE AVE. Dsgnr: G.B.H. Date: 1:34PM,110 JAN 05 Description : 40x80x12 PREFAB METAL BLDG. VISALIA, CALIFORNIA 93277 „ (559) 734-6675 FAX(559) 734-5232 Scope: E:ghomerstructengr@sbcglobal.net ' Rev: 580002 User: KW-0600871, Ver 5.8.0, 1-Dec-2003 Steel Beam Design Page 1 04299.ecw:Calculations (c)1983-2003 ENERCALC Engineering Software Description NEW CHANNELS AT BEAMS ;. General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : MC6X15.3 Fy 36.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 1932 ft • Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. . 0.00 ft LL'& ST Act Together. Right Cant 0.00 ft Lu : Unbraced Length 4.33 ft POlnt LOadS Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 Dead Load 0.134 0.217 0.217 0.217 0.183 k " Live Load 0.426 0.693 0.693 0.693 0.587 k Short Term k Location 0.500 4.830 9.160 13.490 17.820 ft Summary Beam OK Static Load Case Governs Stress Using: MC6X15.3 section, Span = 19.32ft, Fy = 36.Oksi End Fixity = Pinned-Pinned, Lu = 4.33ft, LDF = 1.000 Actual Allowable Momerit 10.604 k-ft 15.192 k-ft. Max. Deflection -0.942 in fb : Bending Stress 15.077 ksi 21.600 ksi + Length/DL Defl 845.3: 1 fb / Fb 0.698:1 Length/(DL+LL Defl) 246.2: 1 Shear 2.189 k - 29.376 k x fv : Shear Stress 1.073 ksi 14.400 ksi fv / Fv ,, 0.075: 1 ' Force & Stress Summary -These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST Maximum Only Pa. Center @ Center Cants Cants Max.,M + 10.60 k-ft 3.07 10.60 k-ft Max. M • ' - k-ft ' Max. M @ Left k-ft Max. M @ Right. k-ft Shear @ Left 2.19 k 0.63 2.19 k Shear @ Right 2.17 k. 0.63 2.17 1 k Center Defl: -0.942 in -0.274 -0.942 -0.942 0.000 0.000 in. ,y Left Cant Defl V 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in , 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 - 0.000 0.000 0.000 0.000 in • Reaction @ Left -2.19 0.63 • 2.19 2.19 k Reaction @ Rt 2.17 0.63 2.17 2.17 k ' Fa calc'd per Eq. E2-1, K*Ur < Cc ' I Beam, Major Axis, Fb per Eq. F1-8, Fb =12.000 Cb Af / (I' d) Section Properties MC6X15.3 - Depth 6.000 in Weight 15.29 #/ft Web Thick 0.340 in Ixx . 25.300 in4- Width 3.500 in lyy . 4.910 in4 Flange Thick 0.385 in Sxx, 8.440 in3 ' Area .. 4.50 in2 Syy' 2.010 in3 Xcg Dist. 1.050 in R-xx ` 2.380 in Values for LRFD Design.... `- R-yy 1.050 in J 0.223 in4 Zx 9.910 in3 CW _ 30.00 in6 Zy 3.850 in3 K 0.875 in rTitle : BUBALUS CHEESE PLANT Job #04299 GERARD HOMER & ASSOCIATES Dsgnr: G.B.H. Date: 2:49PM, 10 JAN 05. 2374 W. WHITENDALE AVE. - Description : 40x80x12 PREFAB METAL BLDG. VISALIA, CALIFORNIA 93277 (559) 734-6675 FAX(559) 734-5232 Scope: E:ghomerstructengr@sbcglobal.net Rev: 580003 Page 1 U, KW Ver Ver 5.8.0, 1-Dec-2003 Steel Column 04299.ecw:Calcutations (c)1983-2003 ENERCALC Engineering Software Description EXISTING WF COL'S General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000' Steel Section W14X34 Fy 36.00 ksi X-X Sidesway : Sway Allowed ' Duration Factor 1.330 Y-Y Sidesway : Sway Allowed Column Height 11.000 ft Elastic Modulus 29,000.00 ksi End Fixity Pin -Pin X-X Unbraced 11.000 ft Kxx 2.100 Live & Short Term Loads Combined Y-Y Unbraced 11.000 ft Kyy 2.100 Loads = Axial Load... ' Dead Load 1.26 k Ecc. for X-X Axis Moments • 1.000 in , Live Load 3.12 k Ecc. for Y-Y Axis Moments 0.500 in Short Term Load k Summary Column Design OK Section : W1 4X34, Height = 11.00ft, Axial Loads: DL = 1.26,. LL = 3.12, ST = 0.00k, Ecc. = 1.000in Unbraced Lengths: X-X = . 11.00ft, Y-Y = 11.00ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 - 1 - AISC Formula H1 - 2 • AISC Formula H1 - 3 0.0324 .'� 0.0802 0.1126 0.0847 XX Axis : Fa calc'd per Eq. E2.2, K*Llr > Cc XX Axis :I Beam, Maior Axis, (102,000 * Cb 1 Fv)1.5 <= LIrT <= (510,000 * Cb/ F01.5, Fb per Eq. F1.6 XX Axis : I Beam, Maior Axis, Fb per Eq. F1-8, Fb =12,000 Cb Af I (I * d) ' YY Axis : Fa calc'd per Eq. E2.2, K*Llr > Cc YY Axis : I Beam Minor Axis Passes Table B5.1 Fb = 0.75 Fy per'Eq. F2-1 - Stresses Allowable & Actual Stresses Dead Live DL + LL DL + Short Fa: Allowable 4.53 ksi 4.53 ksi. 4.53 ksi 6.02 ksi fa : Actual 0.13 ksi 0.31 ksi 0.44 ksi 0.44 ksi " Fli:xx : Allow [F1-6] 21.60 ksi 21.60 ksi 21.60 ksi .28.73 ksi Fb:xx : Allow [F1-7] & [F1-8] 21.60 ksi •21.60 ksi - 21.60 ksi 28.73 ksi fb : xx Actual 0.03 ksi 0.06 ksi 0.09 ksi 0.09 ksi Fb:yy : Allow [F1-6] 27.00 ksi 27.00 ksi 27.00 ksi 35.91 ksi Fb:yy : Allow [F1-7] & [F1-8] 27.00 ksi -27;00 ksi 27.00 ksi. 35.91 ksi fb : yy Actual 0.09 ksi 0.23 ksi 0.32 ksi 0.32 ksi Analysis Values F'ex : DL+LL . 66,076 psi Cm:x DL+LL ,- 0.85 Cb:x DL+LL 1.75 F'ey : DL+LL - 4,528 psi Cm:y DL+LL 0.85 Cb:y DL+LL 1.75 F'ex : DL+LL+ST 87,881 psi Cm:x DL+LL+ST 0.85 Cb:x DL+LL+ST 1.75 { F'ey : DL+LL+ST 6,022 psi Cm:y DL+LL+ST 0.85 Cb:y DL+LL+ST 1.75 Max X-X Axis Deflection " -0.000 in at 6.380 ft Max Y-Y Axis Deflection -0.004 in at 6.380 ft r GERARD HOMER & ASSOCIATES 2374 W. WHITENDALE AVE. VISALIA, CALIFORNIA 93277 (559) 734-6675 FAX(559) 734-5232 E:ghomerstructengr@sbcglobal.net User: KW -0600671, Ver 5.8.0, 1 -Dec -2003 (c)1983-2003 ENERCALC Engineering Software Description EXISTING WF COL'S Title: BUBALUS CHEESE PLANT Job # 04299 Dsgnr: G.B.H. Date: 2:49PM, 10 JAN 05 Description : 40x80x12 PREFAB METAL BLDG. Scope Steel Column Page 2 04299.ecw: Calculations Section Properties W14X34 Depth 13.980 in Weight 33.97 #/ft Values for LRFD Design.... Web Thick 0.285 in Ixx 340.000 in4 J 0.570 in4 Width 6.745 in lyy 23.300 in4 CW 1,070.00 in6 Flange Thick 0.455 in Sxx 48.600 in3 Zx 54.600 in3 Area 10.00 int Syy 6.910 in3 Zy 10.600 in3 Rt 1.760 in Rxx 5.830 in K 0.855 in Ryy 1.530 in Section Type = W - �- LIGHT GAGE STRUCTURAL INSTITUTE a6 Af c L- R 1875 X- -X SECTION PROPERTIES SECTION AXIS X - X AXIS Y - Y D x B GA WEIGHT AREA Ix Se Rx ly Sy Ry L LB/FT IN= IN IN IN IN, IN IN IN 4 X 2 C 16 1.89 .56 1.39 .68 1.58 .34 .27 .78 .84 14 2.36 .69 1.71 .85 1.57 .42 .33 .78 .87 13 2.89 .85 2.06 1.03 1.56 .51 .41 .78 .90 12 3.32 .98 2.34 1.17 1.55 .59 .46 .77 .93 4 X 2.5 C 16 2.06 .61 1.51 .69 1.63 .55 .35 .95 .75 14 2.57 .76 1.96 .90 1.62 .68 .43 .95 .78 13 3.14 .92 2.39 1.18 1.61 .83 .53 .95 .81 12 3.62 1.06 2.72 1.36 1.60 .95 .61 .95 .84 4 X 4 C 16 2.68 .79 1.92 .80 1.71 1.71 .71 1.47 .75 14 3.34 .98 2.46 1.04 1.71 2.12 .89 1.47 .78 13 4.09 1.20 3.09 1.34 1.69 2.59 1.08 1.47 .81 12 4.71 1.38 3.51 1.60 1.69 2.98 1.25 1.47 .84 6 X 2.5 C 16 2.48 .73 3.86 1.19 2.37 .64 .37 .93 .75 G�n�� 14 3.08 .91 5.02 1.55 2.36 _79 .46 .93 .78 13 _ 3.77 1.11 6.15 2.03 2.35 .96 .56 .93 .81 12 4.34 1.28 7.03 2.34 2.35 1.11 .64 .93 .84 6 X 4 C 16 3.10 .91 4.79 1.35 2.50 1.98 .76 1.47 .75 14 3.86 1.14 6.13 1.76 2.50 2.46 .94 1.47 .78 13 4.72 1.39 7.69 2.26 2.49 3.01 1.15 1.47 .81 12 5.43 1.60 8.78 2.69 2.48 3.46 1.33 1.47 .84 7 X 2.5 C 16 2.68 .79 5.54 1.47 2.73 .67 .37 .92 .75 14 3.34 .98 7.20 1.91 2.72 .83 .46 .92 .78 13 4.09 1.20 8.85 2.50 2.71 1.02 .57 .92 .81 12 4.71 1.38 10.12 2.89 2.70 1.17 .65 .92 .84 7 X 4 C 16 3.31 .97 6.77 1.62 2.88 2.09 .77 1.46 .75 14 4.12 1.21 8.70 2.17 2.87 2.60 .96 1.46 .78 13 5.04 1.48 10.92 2.77 2.87 3.18 1.18 1.46 .81 12 5.86 1.71 12.48 3.29 2.86 3.66 1.36 1.46 .84 8 X 2 C 16 2.68 .79 7.09 1.76 3.00 .41 .27 .72 .75 14 3.34 .98 8.78 2.20 2.99 .51 .34 .72 .78 13 4.09 1.20 10.68 2.67 2.98 .62 .41 .72 .81 12 4.71 1.38 12.23 3.06 2.97 .71 .47 .72 .84 8 X 2.5 C 16 2.89 .85 7.60 1.75 3.08 .70 .38 .91 .75 14 3.60 1.06 9.87 2.30 3.07 .87 .47 .90 .78 13 4.41 1.30 12.14 3.00 3.06 1.06 .58 .90 .81 12 5.07 1.49 13.90 3.47 3.05 1.22 .66 .90 .84 NOTES 1 Properties and allowables are computed in accordance with the 1986 edition of the AISI specifications. 2 Ix is for deflection determination. 3 Se is for bending. 4 Sy and ly are for full section. B-1-1 TABLE 1 CHANNEL `�tl WITH „ ° STIFFENED FLANGES Effective section for beam strength about the x•x axis where w/t of compression flap e -exceeds 38.2 for F=20 ksi and 31.2 for F=30 ksi Bea Strength Properties of Full Section. Size t Weight Effective; Area Axis x -x Axis y -y per. Foot D B. F-20 ksi F-30 ksi Ix SX, rx ly -Sy ry x In. In.. In., Lb. I.n? In? In.' In4 'In.' In.* 'In? In.3 In. In: 2.0 3. SOV .135 9.42 9.37 9.37 2.70 56.2 9.37 4.56 4.02 1.55 1.22 0.910 1 1.105 7.31 7.31 7.31 2610 43.8- 7.31 4..57 3.09 1:18 1.21 0.883 0.0 3.50 .135 8.48 7.30 '7.30. 2.43" 36.5 7.30 3.87 3.81 1.52 1.25 1.00 11 .105 6.57 5.70 5.7.0' 1.89 28,.5 5.70' 3.89 2.93 1.16 1.25 0.975 } ` l .075 4.67 4.00 3.718. 1.34 2M5 4.10 3.91 2.02 0.70 1.23 0:926' 9.0 3.25 .135 7.77 6,.03 6.03 2.23 27.2 6.03 3.49 3.07 1.34 1.17 0.965 .105 5:95 4.66 4.66 1.71 21.0 4.66 3.50 2.26 0.964 1.15 0.910 .075 4.28 3.39 3.21 1.23 1'5'3-- 3.40 3.53 1.63 0.689 1.15 0.888 8.0 -3.,004 .135 6.97 4.82 4.82 2.00 19.3 4.82 3.11 2.32 1.11 1.08 0.901 11 :?; .LOS 5.40 3.78 3.78 1.55 15.1 3.18 3.12 1.78 0.839 1.07 0.873 1' .075 3.89 2.76 2:67 1.12 11.0 2.76 3.15 1.29 0.600 1.08_ 0.1851 i; '-.0 .0-2:'Tl-' 0:8 3' 9:79 2.10: 3':l 0:•997'6 55,8 1.66 0.822 7.0 2.,75 .135 6.117 3.75 3.75 1•.77 13.1 3.75 2.72 1.70 0.891 0.981 0.83.7 .LOS 4.65 2.96' 2.98 1:39. 10.4 2.98 2.74 1.38 0.722 0.996. 6.837 .675 3.50 2..19 2.17 1.00 7.66 '2.19 2.76 1.00 0.517 0.999 0.815 .'060 2.77 1.72 1:62 0.795 6.10 1.74 2.77 0.772 0.393 0.986 0.786 6.0 2.501D.135 5.37 2.80 2.80 1.54• 8.41 2.80 2.34 1.21 0.698 0.884 0.774 li_.,..105 4.23 2.24 2.24 1'.21 6.72 2.24 2.35 0.982 0.569 0.899 0.774 4 .075 3.10 1.68 1.68- 0.891 '5.03 1.68 2.38 0.755 0.439 6.921' 0.780 1 ,.060 2.46 1.34 1.28 0.705 4.01 L.34 2.39 0.583 0.333 0.90.9 0:752 5:.0 2.00 .135 4.43 1.87e:.1.87 1.Z7 4.68 1.87 1.92 0.648 0.478 0.714 0.644 .105 3.50 L.56' '1.50 1.00 3.76 1.50 1.93 0..533 0.393 0.728 0.643 .015 2.53 1.12 1.L2 0.726 2.80 1.12 1.96 0.389 0.283 0.733 0.622 .060 2.00 0.891 0.891 0.573 2.23 0.891 1.97 0.298 0.212 0:721 0.594 .048 1.61 0':722 0.697 0'.461 1.80 0.722 1.98 0.244 0.173 0.727 0.594 4.0 2.00 .135 3.96 1.38 1.38 1.14 2.75 1.38 1.56 0.598 0.464 0.725 0.712 .105 3.13 1.11 1.LL 0.900 2.22 1.11 L.57 0.492 0.382 0:740 0.712 .015 2.27 0.832'0.832 0.651 1.66 0.832 1.60 0.3.61 0.275 0.745 0.689 .060 1.79 0.665 0.665 0.513 1.33 0.665 1.6L 0.277 0.206 0.734 0.660 .048 1.44 0.539. 0.520 0.413 .1.08 0.539 1.62 0.226 0.169 0.740 0.660 3.5 2.00 .135 3.73 1.14 1.14 1.07 2.00 1.14 1.37 0.568 0.456 0.729 0.753 .105 2.95 0.9260.926 0.847 1.62 0.926 1.38 0.468 0.375 0.743 0.753 .075 .2.14 0.698 0.698 0.613 1.22 0.698 1.41 0.344 0.271 0.749 0.729 .060 1.68 0.559''0.559 0.483 0.979 0.559 .1.42 0.264 0.203 0:739 0.699 .048 1.36 0.454 0.437 0.389 0.795 0.454 1.43 0.216 0'.166'0.7.45 0.69.9 :3.0 1.75 .105 2.59 0.678 0.678 0.742 1.02 0.678 1.17 0.318 0.299 0.654 0.689 .075 1.82 0.509 0.509 0.523 '0.763 0.509 1.21 0.219 0.196 0.647 0.635 .060 1.47 0.416 0.416 0.423 0.624 0.416 1.21 0.181 0.162 0.654-C:63S. .048 1.16 0.332 0.332 0.331 0.497 0.332 1.23 0,136 0.119 0.642.1-1 O:i604 c `* NOTE�jliiieffective section moduli in bending about the y y axis have not been tabulated Y'WhegRthekw'eb acts as a compression flange the section modulus should be calculated •oq thelbislstoflits effective width as provided in Section 2.3 of the Design Specifics:;; tib&, When the;webPacts as a tension flange the section modulus of the full section' min Y CHANNEL WITH �m STIFFENED FLANGES , y Properties of Full Section (cont'd) I.Column Factor m.1 1 1 c.w I , IroI xe I u I ,I dI t F -201F-30 On. In 4 In.' I It, I In. In. J ksi ksi. In.. In. In. 4.':48 .0164 117. 6.79 5.26 -2.33 0.760 0.707 3/16 1.00' .135 1°:4'6 .00170 88.6 6.84 5.26 -2.29 0.693 0.649 3/16 0.90 .105 11:58 .0148 78.0 5.60 4.78 -2.51 0.830 0.777, 3/16 1.00 .135 1:55 .00693 59.1 5.64 4.77 -2.48 0.762' 0.716 3/16 .0.90 .105 1!:'46 .00251 38.8 5.59 4.72 -2.35 0.656 0.579 3/32 0.70 .075, L.,.51 .0135 52.2 5.03. 4.40 -2.40 0.866 0.810 3/16 1.00 .135 1:`44 .00628 36.7 S.12 '4.34 -2.30 0.793 0.743 3/L6 0.80 .105- 1:39 .00230 25.7 5.03 4.34 -2.24 0.702 0.621 3/32 0.70 .075 1,40 .0122 31.2 4.53 3.97 -2.23 0.904 0.847 3/16 0.90 .135 11,3W .00570 13.5 4.57 3.96 -2.19 0.831 0.779 3(16 0.BO .105 1'32 .00209 16.3 4.48 3.95 -2.14 0.737 0.670 3/32 0.,74 .075 1:29 .00106 12.4 4.51 3.92' -2.08 0.657 0. 57#_. 3/?2 0.80 .660 1".29 .0108 17.5 4.02 3.55 -2.06 0.946 0.889 3/16 0.80 .135 1:'30 .00512 14.3 4.02 3.58 -2.09 0.875 0.822 3/16 0.80 :10.5 1:25 .001 F.8 9.94 3.95 '3.57 -2.03 0.776 0.726 3/32 0.70 .075 11:22 .000954 7.47 3.98 3.. 54' -1.97 0:713 0.631 3/32 0.60 .060 0 1j. 18 .00937 9.LO 3.53 3.13 -1.88 0.993 0.938 3/16 0.70 .135 19 .00446 7.49 3.53 3.1'6. -1.91 0.924 0.869 3/16 0.76 .105 I:18 .00167• 5.71 3.43 3.19 -1.93 0.823 0.776 3/32 0.70 .075 a.15 .000846 4.26 3.46 3.16 -L.67 0.768 '0.694 3/32 0.60 .066 0..987' .00773 3.6L 2.89 2.58 -1.56 1.60 0.992 3/16 0.70 .135 1:.00 .00369 3.01 2.90 2.6L -1.59 0.978 '0.924 3/16 0.70 .105 0.949 .00136 2.06 2.83 2.60 -1.53 0.871 0.818 3/32 0.60 .075 0.915 .000687 1.51 2.86 2.57 .-1.48 0.809 0.761 3/32 '0.50 .060 0.921 .000354 1.25 2.86' 2.58 -1.49 0.757 0.690 3/'32 0.50 048 1.05 .00691 2.31 2.52 2.41 -1.70 .1.00 1.00. 3/16 0.70 .135 1.07 .00331 1.93 2.53 2.45 -1.73 1.00 0.992. 3/16 0.70 .105 1.01 .00122 1.31 2.48 2.42 -1.66 0.944 0.895 3/32 0.60 .075 0.972 .000615 0.943 2.49 2.39 -1..60 0.687 0.839' 3/32 0.50 .0'60 0.979 .000317 0.777 2.49 2.40 -1.61 0.834 0.763 3/32 0.50 .048 1.09 .00650 1.79 2.39 2.36 -1.78 1.00 1.00 .3/16 0.70 .135 1.11 .00311 1.50 "2.40 2.39 -1.81 1.00 1.00 3/16 0:70 .105 '1.04 .00115 1. OL 2.35 2.36 -1.73 0.981 0.935 3/32 .0.60 .075- 1 ;00 075•1:00 .000579 0.717 2.35 2.32 -1.67 0.928 0.882 3/32' 0.50 .060 1.01 .006299 0.592 2.36 2.33 -1.69 0.877 0.805 3/32 0.50 .,048 "1.02 .0027? 0.835 2.10 2.13 -1.65 1.00 1•.00 3/16 0.70 .105 0.905 .000981 0.460 2.04 2.03 -1.50 1.00 0.474 3/32 0.50 .075. `0.912 ..000507 0.385 2.05 2.05 -1.52 0:968 -0.923 3/32 0.50 .060 ,0.872 1 .000255 1 0.267 1 2.05 1 2.01 1 -1.45 1 0.915 1 0.870 1 3/32 1 0440 1 .048 h x�Y s The specific sections listed in this table are not necessarily stock sec-,"- included ec;- included primarily as a guide in the design of cold -formed steel structural' For all of the sections listed in this table the moment of inertia, Ix, of maybe used in deflection calculations without appreciable.error : , LIGHT GAGE STRUCTURAL INS11TUTE Y C X LA PL N5 �b 14 15 11 12 13 47 9 10 46 `✓ 45 41 42 8 43 44 27 39 40 28 38 29 37 4 30 36 0 31 35 1 234 622 1 3 INP LoAip rgoMA Gerard Homer and Associates BUBALUS CHEESE PLANT GBH Jan 8, 2005 at 1:54 PM 04299 RIGIDFRAME.r2d T 0 Gerard Homer and Associates BUBALUS CHEESE PLANT GBH 04299 Jan 8, 2005 at 1:56 PM RIGIDFRAME.r2d M Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:46 PM Job Number : 04299 BUBALUS CHEESE PLANT Checked By: Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Merge Tolerance in .12 P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD NDS Wood Code NDS 91: ASD NDS Temperature < 100F Concrete Code ACI 1999 Number of Shear Regions 4 Region Spacing Increment in 4 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Hot Rolled Steel Properties I �Kel C roc❑ r] rlrcil Aln Therm r41FF F7 rloncifvrk/f4A31 YialHrkcil 1 A36 29000 11154 .3 .65 .49 36 2 A572Grade50 29000 11154 .3 .65 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 42 29000 11154 .3 .65 .49 42 5 A500 46 29000 11154 .3 .65 .49 46 General Section Sets Hot Rolled Steel Section Sets o..I-- n r; -,)i I ion 07n\ ri I in 1sim rindl 1 FLGE1 LL2X2X3X5 Wide Flange J -1.1 N2 Beam A36 Typical A36 1.43 1.656 .545 2 FLGE2 LL2X2X5X5 Wide Flange FLGE1 Beam A36 Typical TvDical 2.3 2.3 .832 3 FLGE3 LL2X2X3X6 Wide Flange Wide Flange Beam A36 Typical 1.43 1.826 .545 4 WEB1 ROD5/8 Wide Flange Beam Beam A36 Typical 5 .307 .007 .007 5 WEB2 ROD3/4 Wide Flange, A36 Beam A36 Typical M6 .442 .016 .016 6 1 WEB3 PLATE5X3/8 Wide Flanqel Typical Beam I A36 I Typical N33 1.875 1 .022 1 3.906 Member Primary Data --- n__:.... 1 :_. T.,-- n—i— P,a.. 1 L.IUCI M1 1 JUIIIL N1 J -1.1 N2 FLGE1 -, -. Wide Flange Beam A36 T ical 2 M2 N2 N3 FLGE1 Wide Flange Beam A36 TvDical 3 M3 N3 N4 FLGE1 Wide Flange Beam A36 Typical 4 M4 N4 N5 FLGE1 Wide Flange Beam A36 Tvoical 5 M5 N5 N6 FLGE1 Wide Flan a Beam A36 TvDical 6 1 M6 N6 N7 FLGE1 Wide Flange Beam A36 Typical 7 M7 N33 N32 FLGE1 Wide Flange Beam A36 Typical 8 M8 N32 N31 FLGE1 Wide Flange Beam A36 TvDical 9 M9 N31 I N30 I FLGE1 Wide Flange Beam A36 Typical RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 1 Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:46 PM Job Number: 04299 BUBALUS CHEESE PLANT Checked By: Member Primary Data (Continued) Label I Joint J Joint Rotate(deo) Section/Shane Design List Tvoe Material Desian Rules 10 M10 N30 N29 FLGE1 Wide Flan - e Beam A36 Typical 11 M11 N29 N28 FLGE1 Wide Flan - e Beam A36 Typical 12 M12 N28 N27 FLGE1 Wide Flan - e Beam A36 Tvpical 13 M13 N1 N34 FLGE2 Wide Flange Beam A36 Typical 14 M14 N34 N35 FLGE2 Wide Flange Beam A36 Typical 15 M15 N35 N36 FLGE2 Wide Flan a Beam A36 . Tvpical 16 M16 N36 N37 FLGE2 Wide Flange Beam A36 Typical 17 M17 N37 N38 FLGE2 Wide Flange Beam A36 Typical 18 M18 N38 N39 FLGE2 Wide Flange Beam A36 Typical 19 M19 N33 N62 FLGE2 Wide Flan - e Beam A36 Typical 20 M20 N62 N61 FLGE2 Wide Flancle Beam A36 T ical 21 M21 N61 N60 FLGE2 Wide Flan a Beam A36 TvDical 22 M22 N60 N59 FLGE2 Wide Flange Beam A36 Tvpical 23 M23 N59 N58 FLGE2 Wide Flan - e Beam A36 T pical 24 M24 N58 N57 FLGE2 Wide Flange Beam A36 Typical 25 M25 N7 N8 FLGE3 Wide Flange Beam A36 Typical 26 M26 N8 N9 FLGE3 Wide Flange Beam A36 Typical 27 M27 N9 N10 FLGE3 Wide Flange Beam A36 TvDical 28 M28 N10 N11 FLGE3 Wide Flange Beam A36 Typical 29 M29 N11 N12 FLGE3 Wide Flange Beam A36 Typical 30 M30 N12 N13 FLGE3 Wide Flange Beam A36 T ical 31 M31 N13 N14 FLGE3 Wide Flange Beam A36 Typical 32 M32 N14 N15 FLGE3 Wide Flange Beam A36 TvDical 33 M33 N15 N16 FLGE3 Wide Flange Beam A36 Tvpical 34 M34 N16 N17 FLGE3 Wide Flange Beam A36 Typical 35 M35 N17 N18 FLGE3 Wide Flan a Beam A36 TvDical 36 M36 N18 N19 FLGE3 Wide Flange Beam A36 Tvpical 37 M37 N19 N20 FLGE3 Wide Flange Beam A36 TvDical 38 M38 N20 N21 FLGE3 Wide Flange Beam I A36 Typical 39 M39 N21 N22 FLGE3 Wide Flange Beam A36 TvDicall 40 M40 N22 N23 FLGE3 Wide Flange Beam A36 T ical 41 M41 N23 N24 FLGE3 Wide Flange Beam A36 T ical 42 M42 N24 N25 FLGE3 Wide Flange Beam A36 Typical 43 M43 N25 N26 FLGE3 Wide Flange Beam A36 Typical 44 M44 N26 N27 FLGE3 Wide Flange Beam A36 Typical 45 M45 N39 N40 FLGE3 Wide Flan - e Beam A36 T ical 46 M46 N40 N41 FLGE3 Wide Flan a Beam A36 T ical 47 M47 N41 N42 FLGE3 Wide Flange Beam A36 Typical 48 M48 N42 N43 FLGE3 Wide Flange Beam A36 Typical 49 M49 N43 N44 FLGE3 Wide Flange Beam A36 T ical 50 M50 N44 N45 FLGE3 Wide Flange Beam A36 TvDical 51 M51 N45 N46 FLGE3 Wide Flan - e Beam A36 TvDical 52 M52 N46 N47 FLGE3 Wide Flan a Beam A36 T ical 53 M53 N47 N48 FLGE3 Wide Flan - e Beam A36 TvDical 54 M54 N48 N49 FLGE3 Wide Flan - e Beam A36 Typical 55 M55 N49 N50 FLGE3 Wide Flan a Beam A36 TvDical 56 M56 N50 N51 FLGE3 Wide Flange Beam A36 T ical 57 M57 N51 N52 FLGE3 Wide Flan a Beam A36 TvDical 58 M58 N52 N53 FLGE3 Wide Flan a Beam A36 T ical 59 M59 N53 N54 FLGE3 Wide Flan - e Beam A36 T ical 60 M60 N54 N55 FLGE3 Wide Flan - e Beam A36 Typical 61 M61 N55 N56 FLGE3 Wide Flange Beam A36 T ical 62 M62 N56 N57 FLGE3 Wide Flan a Beam A36 T ical 63 M63 N34 N2 WEB1 Wide Flange Beam A36 Typical 64 M64 I N2 I N35 WEB1 Wide Flange Beam A36 Typical 65 M65 N35 N3 I WEB1 Wide Flange Beam A36 Typical 66 1 M66 I N3 N36 I WEB1 Wide Flan - e Beam A36 I Typical RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 2 13� Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:46 PM Job Number: 04299 BUBALUS CHEESE PLANT Checked By: Member Primary Data (Continued) o t�teiaen� Q—tip Mhono nccinn I ict Tvne Material Design Rules 67 M67 N36 N4 WEB1 Wide Flan a Beam A36 Typic 1 68 M68 N4 N37 WEB1 Wide Flange Beam A36 TVDical 69 M69 N37 N5 WEB1 Wide Flange Beam A36 TVDical 70 M70 N5 N38 WEB1 Wide Flan - e Beam A36 T ical 71 M71 N38 N6 WEB1 Wide Flan a Beam A36 Typical 72 M72 N6 N39 WEB1 Wide Flan a Beam A36 Tvoical 73 M73 N62 N32 WEB1 Wide Flange Beam A36 T ical 74 M74 N32 N61 WEB1 Wide Flange Beam A36Tical 75 M75 N61 N31 WEB1 Wide Flange Beam A36 TVDical 76 M76 N31 N60 WEB1 Wide Flange Beam A36 Typical 77 M77 N60 N30 WEB1 Wide Flan a Beam A36 T ical 78 M78 N30 N59 WEB1 Wide Flange Beam A36 Typical 79 1 M79 N59 N29 WEB1 Wide Flange Beam A36 T ical 80 M80 N29 N58 WEB1 Wide Flange Beam A36 TVDical 81 M81 N58 N28 WEB1 Wide Flange Beam A36 Typical 82 M82 N28 N57 WEB1 Wide Flan a Beam A36 Typical 83 M83 N39 N8 WEB2 Wide Flange Beam A36 TvDical 84 M84 N8 N40 WEB2 Wide Flange Beam A36 Typical 85 M85 N40 N9 WEB2 Wide Flange Beam A36 TvDical 86 M86 N9 N41 WEB2 Wide Flange Beam A36 TvDical 87 M87 N41 N10 WEB2 Wide Flange Beam A36 T ical 88 M88 N10 N42 WEB2 Wide Flange Beam A36 TvDical 89 M89 N42 N11 WEB2 Wide Flange Beam A36 Typical 90 M90 N11 N43 WEB2 Wide Flange Beam A36 T ical 91 M91 N43 N12 WEB2 Wide Flange Beam A36 T ical 92 M92 N12 N44 WEB2 Wide Flange Beam A36 TVDical 93 M93 N44 N13 WEB2 Wide Flange Beam A36 T ical 94 M94 N13 N45 WEB2 Wide Flange Beam A36 Typical 95 M95 N45 N14 WEB2 Wide Flange Beam A36 TVDical 96 M96 N14 N46 WEB2 Wide Flange Beam A36 Typical 97 M97 N46 N15 WEB2 Wide Flange Beam I A36 Tvoical 98 M98 N15 N47 WEB2 Wide Flange Beam A36 Typical 99 M99 N47 N16 I WEB2 Wide Flange Beam A36 TvDical 100 M100 N16 N48 WEB2 Wide Flan a Beam A36 Typical 101 M101 N48 N18 WEB2 Wide Flange Beam A36 Typical 102 M102. N18 N49 WEB2 Wide Flange Beam A36 Typical 103 M103 N49 N19 WEB2 Wide Flange Beam A36 TvDical 104 M104 N19 N50 WEB2 Wide Flange Beam A36 Tvoical 105 M105 N50 N20 WEB2 Wide Flan a Beam A36 T ical 106 M106 N20 N51 WEB2 Wide Flange Beam A36 Typical 107 M107 N51 N21 WEB2 Wide Flange Beam A36 Typical 108 M108 N21 N52 WEB2 Wide Flange Beam A36 TVDical 109 M109 N52 N22 WEB2 Wide Flange Beam A36 TvDical 110 M110 N22 N53 WEB2 Wide Flange Beam A36 Typical 111 M111 N53 N23 WEB2 Wide Flange Beam A36 TvDical 112 M112 N23 N54 WEB2 Wide Flange Beam A36 Typical 113 M113 N54 N24 WEB2 Wide Flange Beam A36 Typical 1141 M114 N24 N55 WEB2 Wide Flange Beam A36 Typical 115 M115 N55 N25 WEB2 Wide Flange Beam A36 T ical 116 117 118 119 1201 121 1 M116 M117 M118 M119 M120 M121 N25 N56 N26 N7 N17 I N27 N56 N26 N57 N39 N48 N57 WEB2 WEB2 WEB2 WEB3 WEB3 WEB3 Wide Flan Wide Flange Wide Flange Wide Flange Wide Flange Wide Flange a Beam Beam Beam Beam Beam Beam A36 A36 A36 A36 A36 A36 Typical Typical Typical TvDical T Typic ical I RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 3 M Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:46 PM Job Number: 04299 BUBALUS CHEESE PLANT Checked By: Joint Coordinates and Temperatures i ti i Y rffl V rffl Temn rFl 1 �N 1 0 0 0 2 N2 0 1.71 0 3 N3 0 3.63 0 4 N4 0 5.63 0 5 N5 0 7.58 0 6 N6 0 9.5 0 7 N7 0 11.17 0 8 N8 1.97 11.46 0 9 N9 3.95 11.79 0 10 N10 5.93 12.12 0 11 N 11 7.9 12.45 0 12 N12 9.87 12.78 0 13 N13 11.84 13.11 0 14 N14 13.82 13.43 0 15 N15 15.79 13.76 0 16 N16 17.76 14.09 0 17 N17 19.2 14.33 0 18 N18 20.63 14.09 0 19 N19 22.61 13.76 0 20 N20 24.58 13.43 0 21 N21 26.55 13.11 0 22 N22 28.53 12.78 0 23 N23 30.5 12.45 0 24 N24 32.47 12.12 0 25 N25 34.44 11.79 0 26 N26 36.43 11.46 0 27 N27 38.4 11.17 0 28 N28 38.4 9.5 0 29 N29 38.4 7.58 0 30 N30 38.4 5.63 0 31 N31 38.4 3.63 0 32 N32 38.4 1.71 0 33 N33 38.4 0 0 34 N34 .32 1.16 0 35 N35 .54 2.56 0 36 N36 .87 4.62 0 37 N37 1.18 6.59 0 38 N38 1.49 8.48 0 39 N39 1.7 9.81 0 40 N40 3.16 10.05 0 41 N41 5.14 10.38 0 42 N42 7.11 10.71 0 43 N43 9.08 11.04 0 44 N44 11.05 11.37 0 45 N45 13.03 11.7 0 46 N46 15 12.03 0 47 N47 16.97 12.35 0 48 N48 19.2 12.73 0 49 N49 21.42 12.35 0 50 N50 23.4 12.03 0 51 N51 25.37 11.7 0 52 N52 27.34 11.37 0 53 N53 29.32 11.04 0 54 1 N54 31.29 10.71 0 55 N55 33.26 10.38 0 56 N56 35.23 10.05 0 RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 4 �2 Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:46 PM Job Number: 04299 BUBALUS CHEESE PLANT Checked By: Joint Coordinates and Temperatures (Continued) ran v raj Tomn fPl 57 N57 36.7 9.81 0 58 N58 36.91 8.48 0 59 N59 37.21 6.59 0 60 N60 37.53 4.62 0 61 N61 37.85 2.56 0 62 N62 38.08 1.16 0 Joint Boundary Conditions Joint Loads and Enforced Displacements (BLC 1 : DEAD) n:._..s:.... RA......4••.I..ri. L ff i -A L-- AMMO 1 N1 L Y 0 2 N7 L Y -.2 3 N9 L Y -.32 4 N 11 L Y -.32 5 N13 L Y -.32 6 N15 L Y -.28 7 N19 L Y -.28 8 N21 L Y -.32 9 N23 L Y -.32 10 N25 L Y -.32 11 N27 L Y -.2 Joint Loads and Enforced Displacements (BLC 2: WIND ON COLS) n:.....17.... RA- r.nih lrlefL L_ff in rorl 4*cAi/ffl 1 N3 L X .776 2 N5 L X .963 3 N7 L X .508 4 N27 L X .318 5 N29 L X .603 6 N31 L X .486 Joint Loads and Enforced Displacements (BLC 3: WIND OUT MEMB 2) Un nifilrlonr Le -ft in rnrl k*QAglffl 1 UVllll LO VcI N7 a •.• L _..___._.. Y --- ---- - - .6 2 N9 L Y .96 3 N 11 L Y .96 4 N13 L Y .96 5 N15 L Y .84 Joint Loads and Enforced Displacements (BLC 4: WIND IN MEMB 2) AA......:�••.I..rL L FI in rorl L*c A7fff1 1 JVllll LOVQI N7 v •.• L ....-..-.. Y -.2 2 N9 L Y -.32 3 N 11 L Y -.32 4 N13 L Y -.32 5 N15 L Y -.28 Joint Loads and Enforced Displacements (BLC 5: WIND OUT MEMB 3) Inint I ahPl I nm nirartinn Mannifnrlrark k -ft in rnrl k*c^7/ffl RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 5 Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:46 PM Job Number : 04299 BUBALUS CHEESE PLANT Checked By: Joint Loads and Enforced Displacements (BLC 5: WIND OUT MEMB 3) (Continued) 1 _L_1 I r\ nn rlirartinn Mannihlderk k -ft in rad k*SA 2/ftl 1 Bunn Laucl N19 L Y .655 2 N21 L Y .748 3 N23 L Y .748 4 N25 L Y .748 5 N27 L Y .468 Joint Loads and Enforced Displacements (BLC 6: SEISMIC) Joint Label L D M Direction Ma nitude k k -ft in rad k's^2/ft 1 N17 L X 1.005 Member Point Loads BLC 1 DEAD) Member Point Loads (BLC 3 • WIND OUT MEMB 2) Member Label Direction Ma nitude k k -ft Location ft % 1 M34 Y .48 .96 Member Point Loads (BLC 4 • WIND IN MEMB 2) Member Label Direction Ma nitude k k -ft Location ft Mad Y -.16 .96 Member Point Loads (BLC 5: WIND OUT MEMB 3) Member Label Direction Ma nitude k k -ft Location ft 1 M35 Y .374 .5 Basic Load Cases r.. a.......,. V r_.o.,ik, V r]rnvik, .Inint Pnint Distributed 1 DLI, LJCDI.II LIVII DEAD =w v. Y.--" None - 11 -- - 2 2 WIND ON COLS None 6 -.074 3 WIND OUT MEMB 2 None 5 1 4 WIND IN MEMB 2 None 5 1 5 WIND OUT MEMB 3 None 5 1 6 SEISMIC None 1 Load Combinations nn DI n r....a... DI !` C.,-+-, DI r` C—+— RI r` F.rtnr RI r Fnrrtnr RI C Factnr RI C Factor BLC Factor Joint Deflections L b I X in Y finl Rotation rad 1 1 LC 1 Joint a e N1 0 0 3.873e-3 2 1 1 N2 -.074 .002 3.087e-3 3 1 N3 -.127 .006 1.572e-3 4 1 N4 -.149 .012 3.221 e-4 RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 6 Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:46 PM Job Number: 04299 BUBALUS CHEESE PLANT Checked By: Joint Deflections (Continued) v r i Rntntinn rrnril 5 LC 1 .joint Laoei N5 ^146 .018 -4.661 a-4 6 1 N6 -.125 .024 -1.543e-3 7 1 N7 -.084 .03 0 8 1 N8 -.07 -.021 -3.146e-3 9 1 N9 -.049 -.116 -4.341 a-3 10 1 N10 -.031 -.216 -4.286e-3 11 1 N 11 -.015 -.319 -4.151 a-3 12 1 N12 -.003 -.411 -3.715e-3 13 1 N13 .005 -.495 -3.108e-3 14 1 N14 .008 -.559 -2.339e-3 15 1 N15 .008 -.607 -1.412e-3 16 1 N16 .004 -.631 -7.991 e-4 17 1 N17 -.001 -.635 0 18 1 N18 -.007 -.631 7.921 e-4 19 1 N19 -.011 -.607 1.413e-3 20 1 N20 -.011 -.559 2.334e-3 21 1 N21 -.008 -.495 3.104e-3 22 1 N22 0 -.411 3.715e-3 23 1 N23 .012 -.319 4.149e-3 24 1 N24 .028 -.217 4.285e-3 25 1 N25 .046 -.117 4.341 a-3 26 1 N26 .067 -.021 3.145e-3 27 1 N27 .081 .029 0 28 1 N28 .122 .024 1.534e-3 29 1 N29 .143 .018 4.619e-4 30 1 N30 .145 .012 -3.097e-4 31 1 N31 .124 .006 -1.545e-3 32 1 N32 .072 .002 -3.018e-3 33 1 N33 0 0 -3.807e-3 34 1 N34 -.053 .012 3.427e-3 35 1 N35 -.102 .016 2.325e-3 36 1 N36 -.141 .017 8.81 a-4 37 1 N37 -.15 .012 -1.667e-4 38 1 N38 -.138 .004 -9.504e-4 39 1 N39 -.121 -.004 0 40 1 N40 -.116 -.073 -4.026e-3 41 1 N41 -.104 -.173 -4.284e-3 42 1 N42 -.089 -.276 -4.274e-3 43 1 N43 -.072 -.374 -3.97e-3 44 1 N44 -.055 -.461 -3.454e-3 45 1 N45 -.038 -.535 -2.755e-3 46 1 N46 -.023 -.589 -1.945e-3 47 1 N47 -.011 -.623 -9.796e-4 48 1 N48 -.001 -.637 0 49 1 N49 .008 -.624 9.731 e-4 50 1 N50 .02 -.589 1.941 a-3 51 1 N51 .035 -.535 2.754e-3 52 1 N52 .052 -.462 3.452e-3 53 1 N53 .069 -.374 3.969e-3 54 1 N54 .086 -.276 4.273e-3 55 1 N55 .101 -.174 4.282e-3 56 1 N56 .113 -.074 4.028e-3 57 1 N57 .118 -.004 0 58 1 N58 .135 .003 9.297e-4 59 1 N59 .147 .011 1.794e-4 60 1 N60 .138 .016 -8.715e-4 61 1 N61 .099 .016 -2.269e-3 Page 7 RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] �b. 10 'Company Gerard Homer and Associates Designer GBH Job Number: 04299 BUBALUS CHEESE PLANT Jan 8, 2005 3:46 PM Checked By: Joint Deflections (Continued) LC Joint Label X [inl Y finl Rotation rad 62 1 N62 .052 .012 -3.327e-3 Joint Reactions (By Combination) I r _Infni I Mhol X r41 V flrl M7 r4-ffl 1 1 N1 3.122 6.798 0 2 1 N33 -3.122 6.797 0 3 1 Totals: 0 13.595 4 1 COG (ft): X: 19.198 Y: 12.512 Member ASD Steel Code Checks (By Combination) 1 r: AAomhor Rh- 1 Ir` KAw I -rffl Ch -r 1 Ir` I n rffl F.r4ci1 FH4eil r:hn-il f h (`m 9:- 1 1 M1 LL2X2X3X5 .186 1.71 .006 0 16.988 21.6 21.6 1.75 .6 H2-1 2 1 M2 LL2X2X3X5 .305 0 .001 0 16.977 21.6 21.6 1.75 .939 H2-1 3 1 M3 LL2X2X3X5 .361 0 .001 0 16.795 21.6 21.6 1.75 .892 H2-1 4 1 M4 LL2X2X3X5 .379 0 .002 0 16.797 21.6 21.6 1.75 .814 H2-1 5 1 M5 LL2X2X3X5 .411 1.92 .004 0 16.799 21.6 21.6 1.75 .734 H2-1 6 1 M6 LL2X2X3X5 .420 0 .006 0 16.812 21.6 21.6 1.75 .6 H2-1 7 1 1 M7 LL2X2X3X5 .263 1.71 .006 0 16.988 21.6 21.6 1.75 .6 H2-1 8 1 M8 LL2X2X3X5 .376 0 .001 0 16.977 21.6 21.6 1.75 .94 H2-1 9 1 M9 LL2X2X3X5 .427 0 .001 0 16.795 21.6 21.6 1.75 .901 H2-1 10 1 M10 LL2X2X3X5 .426 0 .002 0 16.797 21.6 21.6 1.75 .797 H2-1 11 1 M11 LL2X2X3X5 .494 1.92 .004 0 16.799 21.6 21.6 1.75 .722 H2-1 12 1 M12 LL2X2X3X5 .503 0 .006 0 16.812 21.6 21.6 1.75 .6 H2-1 13 1 M13 LL2X2X5X5 .626 1.203 .007 1.203 9.306 21.6 1 21.6 1.75 .85 H1-1 14 1 M14 LL2X2X5X5 .710 1.417 .001 1.417 9.305 21.6 21.6 1.75 .85 H1-1 15 1 M15 LL2X2X5X5 .862 0 .001 0 9.304 21.6 21.6 1.75 .85 H1-1 16 1 M16 LL2X2X5X5 .887 0 .001 0 9.304 21.6 21.6 1.75 .85 Hl -1 17 1 M17 LL2X2X5X5 .901 0 .001 0 9.304 21.6 21.6 1.75 .85 Hl -1 18 1 M18 LL2X2X5X5 .902 0 .003 0 9.305 1 21.6 21.6 1.75 1 Hl -1 19 1 M19 LL2X2X5X5 .572 1.203 .008 1.203 9.306 21.6 21.6 1.75 1 .85 Hl -1 20 1 M20 LL2X2X5X5 .643 0 .001 0 9.305 21.6 21.6 1.75 .85 H1-1 21 1 M21 LL2X2X5X5 .784 0 .000 0 9.304 21.6 21.6 1.75 .85 H1-1 22 1 M22 LL2X2X5X5 .842 0 .001 0 9.304 21.6 21.6 1.75 .85 H1-1 23 1 M23 LL2X2X5X5 .855 0 .000 0 9.304 21.6 21.6 1.75 .85 H1-1 24 1 M24 LL2X2X5X5 .874 0 .003 0 9.305 21.6 21.6 1.75 1 H1-1 25 1 M25 LL2X2X3X6 .512 1.991 .010 1.991 16.809 21.6 21.6 1.75 1 H2-1 26 1 M26 LL2X2X3X6 .355 0 .011 0 16.809 21.6 21.6 1.75 .85 1 H2-1 27 1 M27 LL2X2X3X6 .121 0 .003 2.007 16.809 21.6 21.6 1.75 .85 H2-1 28 1 M28 LL2X2X3X6 .133 0 .004 0 1 16.809 21.6 21.6 1.75 .85 Hl -1 29 1 M29 LL2X2X3X6 .285 0 .002 1.997 16.809 21.6 21.6 1.75 .85 Hl -1 30 1 M30 LL2X2X3X6 .432 1.997 .003 0 16.809 21.6 21.6 1.75 .85 H1-1 31 1 M31 LL2X2X3X6 .530 0 .002 2.006 16.809 21.6 21.6 1.75 .85 H1-1 32 1 M32 LL2X2X3X6 .610 1.997 .003 0 16.809 21.6 21.6 1.75 .85 H1-1 33 1 M33 LL2X2X3X6 .639 0 .005 1.997 16.809 21.6 21.6 1.75 .85 H1-1 34 1 M34 LL2X2X3X6 .730 .958 .046 1.46 1 16.843 21.6 21.6 1.75 1 Hl -1 35 1 M35 LL2X2X3X6 .728 .514 .046 0 16.844 21.6 21.6 1.75 1 H1-1 36 1 M36 LL2X2X3X6 .639 2.007 .005 0 16.809 21.6 21.6 1.75 .85 H1-1 37 1 M37 LL2X2X3X6 .610 0 .003 1.997 16.809 21.6 21.6 1.75 .85 H1-1 38 1 M38 LL2X2X3X6 .530 1.996 .002 0 16.809 21.6 21.6 1.75 .85 H1-1 39 1 M39 LL2X2X3X6 .433 0 .003 2.007 16.809 21.6 21.6 1.75 .85 H1-1 40 1 M40 LL2X2X3X6 .285 1.997 .002 0 1 16.809 21.6 21.6 1.75 .85 H1-1 41 1 M41 ILL2X2X3X6 .133 1.997 .004 1.997 16.809 21.6 21.6 1.75 .85 H1-1 42 1 M42 LL2X2X3X6 .121 1.997 .003 0 16.809 21.6 21.6 1.75 .85 H2-1 43 1 M43 LL2X2X3X6 .354 2.017 .011 2.017 16.808 21.6 21.6 1.75 .85 H2-1 RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 8 Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:46 PM Job Number: 04299 BUBALUS CHEESE PLANT Checked By: Member ASD Steel Code Checks (By Combination) (Continued) i r R/I . knr ch- I Ir` Mw 1 ncfftl Shaar I IC I nrfffl Fafksil Ftfksil Fbfksil Cb Cm Ean 44 1 M44 LL2X2X3X6 .512 0 .010 0 16.809 21.6 21.6 1.75 1 H2-1 45 1 M45 LL2X2X3X6 .781 1.48 .002 1.48 14.221 21.6 21.6 1.75 1 H1-1 46 1 M46 LL2X2X3X6 .455 0 .001 0 14.211 21.6 21.6 1.75 .85 Hl -1 47 1 M47 LL2X2X3X6 .192 0 .002 0 14.211 21.6 21.6 1.75 .85 H1-1 48 1 M48 LL2X2X3X6 .073 1.997 .001 0 14.211 21.6 21.6 1.75 .85 H2-1 49 1 M49 LL2X2X3X6 .193 1.893 .001 0 14.211 21.6 21.6 1.75 .85 H2-1 50 1 M50 LL2X2X3X6 .314 2.007 .001 0 14.211 21.6 21.6 1.75 .85 H2-1 51 1 1 M51 LL2X2X3X6 .376 1.144 .001 0 14.211 21.6 21.6 1.75 .85 H2-1 52 1 M52 LL2X2X3X6 .447 1.996 .001 0 14.211 21.6 21.6 1.75 .85 H2-1 53 1 M53 LL2X2X3X6 .455 0 .004 2.262 14.208 21.6 21.6 1.75 1 H2-1 54 1 M54 LL2X2X3X6 .455 2.252 1 .004 0 14.208 1 21.6 21.6 1.75 1 H2-1 55 1 M55 LL2X2X3X6 .447 0 .001 2.006 14.211 21.6 21.6 1.75 .85 H2-1 56 1 M56 LL2X2X3X6 .376 .895 .001 1.997 14.211 21.6 21.6 1.75 .85 H2-1 57 1 M57 LL2X2X3X6 .316 0 .001 1.997 14.211 21.6 21.6 1.75 .85 H2-1- 58 1 M58 LL2X2X3X6 .193 .125 .001 2.007 14.211 21.6 21.6 1.75 .85 H2-1 59 1 M59 LL2X2X3X6 .073 0 .001 1.997 1 14.211 21.6 21.6 1 1.75 .85 1 H2-1 60 1 M60 LL2X2X3X6 .192 1.997 .002 1.997 14.211 21.6 21.6 1.75 .85 H1-1 61 1 M61 LL2X2X3X6 .453 1.997 .001 1.997 14.211 21.6 21.6 1.75 .85 H1-1 62 1 M62 LL2X2X3X6 .780 0 .002 0 14.221 21.6 21.6 1.75 1 H1-1 63 1 M63 ROD5/8 .326 .331 .000 .636 18.45 21.6 27 1 1 H2-1 64 1 M64 ROD5/8 .450 .493 .000 0 15.649 21.6 27 1 1 H1-1 65 1 M65 ROD5/8 .214 1 .612 .000 1.199 1 13.96 21.6 27 1 1 1 H2-1 66 1 M66 ROD5/8 .253 .645 .000 0 12.823 21.6 27 1 1 H1-1 67 1 M67 ROD5/8 .110 .68 .000 0 12.675 21.6 27 1 1 H2-1 68 1 M68 ROD5/8 .192 .745 .000 0 10.733 21.6 27 1 1 H1-1 69 1 M69 ROD5/8 .055 .77 .000 0 10.526 21.6 27 1 1 H2-1 70 1 M70 ROD5/8 .106 .852 .000 0 8.355 21.6 27 1 1 H1-3 71 1 M71 ROD5/8 .061 .903 .000 1.806 1 7.765 21.6 27 1 1 1 H2-1 72 1 M72 ROD5/8 .163 .864 .000 0 8.479 21.6 27 1 1 H1-1 73 1 M73 ROD5/8 .311 .331 .000 .636 18.45 21.6 27 1 1 H2-1 74 1 M74 ROD5/8 .425 .496 .000 1.012 15.603 21.6 27 1 1 H1-1 75 1 M75 ROD5/8 .236 .614 .000 0 13.918 21.6 27 1 1 H2-1 76 1 M76 ROD5/8 .282 .645 .000 1.318 12.823 21.6 27 1 1 H1-1 77 1 M77 ROD5/8 .096 .68 .000 0 1 12.675 21.6 27 1 1 H2-1 78 1 M78 ROD5/8 .170 .749 .000 0 10.649 21.6 27 1 1 1 H1-1 79 1 M79 ROD5/8 .073 .774 .000 1.548 10.442 21.6 27 1 1 H2-1 80 1 M80 ROD5/8 .147 .852 .000 1.741 8.355 21.6 27 1 1 H1-3 81 1 M81 ROD5/8 .061 .903 .000 1.806 7.765 21.6 27 1 1 H2-1 82 1 M82 ROD5/8 .166 .864 .000 0 8.479 21.6 27 1 1 H1-1 83 1 1 M83 ROD3/4 1.037 .836 .000 0 12.072 21.6 1 27 1 1 1 H1-1 84 1 1 M84 ROD3/4 .637 .903 .000 0 10.556 21.6 27 1 1 1 H2-1 LI'85 1 1 M85 ROD3/4 - Compre... 86 1 M86 ROD3/4 .489 .903 .000 0 10.556 21.6 27 1 1 H2-1 87 1 M87 ROD3/4 - Compre... 88 1 M88 ROD3/4 .477 .9 .000 1.839 10.614 21.6 27 1 1 H2-1 89 1 M89 ROD3/4 - Compre... 90 1 M90 ROD3/4 .325 .9 .000 1.839 10.614 21.6 27 1 1 H2-1 91 1 M91 ROD3/4 .733 .936 .000 1.911 9.951 21.6 27 1 1 Hl -1 92 1 M92 ROD3/4 .318 .9 .000 0 10.614 21.6 27 1 1 H2-1 93 1 M93 ROD3/4 .713 .936 .000 0 9.951 21.6 27 1 1 H1-1 94 1 M94 ROD3/4 .173 .903 .000 1.845 1 10.556 21.6 27 1 1 H2-1 95 1 M95 ROD3/4 .384 .931 .000 0 10.035 21.6 27 1 1 Hl -1 96 1 M96 ROD3/4 .158 .896 .000 0 10.683 21.6 27 1 1 H2-1 97 1 M97 ROD3/4 .331 .911 .000 1.902 10.035 21.6 27 1 1 H1-1 M98 ROD3/4 .020 .9 .000 1.839 10.614 21.6 27 1 1 H2-1 t1 1 M99 ROD3/4 .071 .916 .000 0 9.951 21.6 27 1 1 H1-3 1 M100 ROD3/4 .013 1.011 .000 1.981 9.293 1 21.6 27 1 1 1 H1-3 RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 9 Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:46 PM Job Number : 04299 BUBALUS CHEESE PLANT Checked By: Member ASD Steel Code Checks (By Combination) (Continued) r_n._:i rarl...:l ckrt,-;l 101 Lt., 1 rvrernuer M 101 JIICI C ROD3/4 UJ IVIOn .016 .966 .000 0 9.362 21.6 27 1 1 Hl -3 102 1 M102 ROD3/4 .076 .995 .000 9.951 21.6 27 1 1 H1-3 103 1 M103 ROD3/4 .020 .942 .00010.556 21.6 27 1 1 H2-1 104 1 M104 ROD3/4 .328 .991 .000 P831 10.035 21.6 27 1 1 Hl -1 105 1 M105 ROD3/4 .158 .935 .000 10.683 21.6 27 1 1 H2-1 106 1 M106 ROD3/4 .381 .971. .00010.035 21.6 27 1 1 Hl -1 107 1 M107 ROD3/4 .172 .938 .000 0 10.614 21.6 27 1 1 H2-1 108 1 M108 ROD3/4 .716 .975 .000 1.911 9.951 21.6 27 1 1 H1-1 109 1 M109 ROD3/4 .319 .942 .000 0 10.556 21.6 27 1 1 H2-1 110 1 M110 ROD3/4 .731 .975 .000 1.911 9.951 21.6 27 1 1 H1-1 111 1 M111 ROD3/4 .325 .938 .000 0 10.614 21.6 27 1 1 H2-1 112 1 M112 ROD3/4 -Compre... 113 1 M113 ROD3/4 .477 .938 .000 1.839 10.614 21.6 27 1 1 H2-1 114 1 M114 ROD3/4 -Compre... 115 1 M115 ROD3/4 .487 .938 .000 0 10.614 21.6 27 1 1 H2-1 16 1 M116 ROD3/4 - Compre... 117 1 M117 ROD3/4 .640 .945 .000 0 10.497 21.6 27 1 1 H2-1 Orl 18 1 M118 ROD3/4 1.041 .836 .000 1.672 12.072 21.6 27 1 1 Hl -1 119 1 M119 PLATE5X3/8 -Compre... 120 1 M120 PLATE5X3/8 .097 0 .000 0 4.747 21.6 23.76 1.75 .6 H2-1 121 1 M121 PLATE5X3/8-Compre... 20I RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 10 X13 Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:47 PM Job Number: 04299 BUBALUS CHEESE PLANT Checked By: Joint Deflections v r; ,i v ri t Rntatinn rrarll 1 2 Jv N14G 0 0 -1.163e-3 2 2 N2 .022 0 -8.973e-4 3 2 N3 .036 -.002 -3.734e-4 4 2 N4 .04 -.004 6.417e-5 5 2 N5 .035 -.006 3.399e-4 6 2 N6 .023 -.008 7.138e-4 7 2 N7 .006 -.01 0 8 2 N8 0 .012 1.316e-3 9 2 1 N9 -.008 .051 1.714e-3 10 2 N10 -.015 .09 1.647e-3 11 2 N 11 -.02 .129 1.544e-3 12 2 N12 -.024 .162 1.33e-3 13 2 N13 -.027 .192 1.055e-3 14 2 N14 -.027 .213 7.279e-4 15 2 N15 -.026 .227 3.388e-4 16 2 1 N16 -.024 .231 1.481 a-4 17 2 N17 -.021 .23 0 18 2 N18 -.02 .225 -4.664e-4 19 2 N19 -.019 .212 -6.75e-4 20 2 N20 -.02 .191 -9.622e-4 21 2 N21 -.022 .166 -1.19e-3 22 2 N22 -.025 .135 -1.356e-3 23 2 N23 -.03 .102 -1.457e-3 24 2 N24 -.036 .067 -1.454e-3 25 2 1 N25 -.042 .033 -1.426e-3 26 2 N26 -.049 .003 -9.713e-4 27 2 N27 -.054 -.012 0 28 2 N28 -.066 -.009 -4.016e-4 29 2 N29 -.07 -.007 1.479e-6 30 2 N30 -.067 q I -.005 2.906e-4 31 2 N31 -.055 -.003 7.512e-4 32 1 2 N32 -.031 0 1.318e-3 33 2 N33 0 0 1.64e-3 34 2 N34 .016 -.003 -1.011 a-3 35 2 N35 .03 -.004 -6.351e-4 36 2 N36 .039 -.004 -1.315e-4 37 2 N37 .038 -.001 2.35e-4 38 2 N38 .03 .002 5.089e-4 39 2 N39 .021 .005 0 40 2 N40 .019 .034 1.624e-3 41 2 N41 .014 .073 1.671 a-3 42 2 N42 .008 .112 1.618e-3 43 2 N43 0 .149 1.452e-3 44 2 N44 -.006 .18 1.209e-3 45 2 N45 -.012 .205 9.018e-4 46 2 N46 -.017 .222 5.647e-4 47 2 N47 -.021 .23 1.713e-4 48 2 N48 -.024 .23 0 49 2 N49 -.028 .22leFF -5.243e-4 50 2 N50 -.033 .204 -8.435e-4 51 2 N51 -.039 .182 -1.088e-3 52 2 N52 -.045 .153 -1.287e-3 53 2 N53 -.05 .121 -1.418e-3 54 2 N54 -.056 .087 -1.472e-3 55 2 N55 -.061 .052 -1.428e-3 56 2 N56 -.064 1 .02 -1.289--3 RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 11 9 - Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:47 PM Job Number: 04299 BUBALUS CHEESE PLANT Checked By: Joint Deflections (Continued) v r:..i Rnfa}inn fr�rll 57 2 JUIIILU N57C1 -`065 -.003 0 58 2 N58 -.069 -.005 -1.751e-4 59 2 N59 -.069 -.007 1.077e-4 60 2 N60 -.062 -.008 4.994e-4 61 2 N61 -.043 -.007 1.026e-3 62 2 N62 -.022 -.005 1.443e-3 Joint Reactions (By Combination) v n.i KA7 n, 441 1 2 JVIIIN1 uc -1`119 -2.544 1 0 2 2 N33 1.119 -2.002 0 3 2 Totals: 0 -4.546 4 2 COG (ft): X: 16.909 Y: 13.258 Member ASD Steel Code Checks (By Combination) 1 Ll,. 2 Ivleff" )t2l M1 Jl la C LL2X2X3X5 vim. Man .049 - i� 1.71 .002 0 22.646 28.793 28.793 1.75 .6 H1-1 2 2 M2 LL2X2X3X5 .094 0 .000 0 22.63 28.793 28.793 1.75 .949 H1-1 3 2 M3 LL2X2X3X5 .114 0 .000 0 22.388 28.793 28.793 1.75 .889 H1-1 4 2 M4 LL2X2X3X5 .120 0 .000 0 22.391 28.793 28.793 1.75 .816 Hl -1 5 2 M5 LL2X2X3X5 .126 1.92 .001 0 22.393 28.793 28.793 1.75 .737 H1-1 6 2 M6 LL2X2X3X5 .127 0 .002 0 22.411 28.793 28.793 1 1.75 .6 Hl -1 7 2 M7 LL2X2X3X5 .083 1 1.71 .002 0 1 22.646 28.793 28.793 11.75 .6 H1-2 8 2 M8 LL2X2X3X5 .131 1 0 .000 0 22.63 28.793 28.793 1.75 .918 H1-1 9 2 M9 LL2X2X3X5 .149 1 0 .000 0 22.388 28.793 28.793 1.75 .905 H1-1 10 2 M10 LL2X2X3X5 .148 1 0 .000 0 22.391 28.793 28.793 1.75 .795 HI -1 11 2 M11 LL2X2X3X5 .161 1 1.92 .001 0 22.393 28.793 28.793 1.75 .721 Hl -l- 12 2 1 M12 LL2X2X3X5 .159 1 0 .002 0 22.411 28.793 28.793 1.75 .6 H1-1 13 2 M13 LL2X2X5X5 .090 1 1.203 .002 0 12.405 28.793 28.793 1.75 .85 H2-1 14 2 M14 LL2X2X5X5 .102 1 1.417 .000 0 12.404 28.793 28.793 1.75 .85 H2-1 15 2 M15 LL2X2X5X5 .119 0 .000 2.086 12.402 28.793 28.793 1.75 1 .85 H2-1 16 2 M16 LL2X2X5X5 .116 0 .000 1.994 12.402 28.793 28.793 1.75 .85 H2-1 17 2 M17 LL2X2X5X5 .116 0 .000 1.915 12.402 28.793 28.793 1.75 .85 H2-1 18 2 M18 LL2X2X5X5 .112 0 .001 1.346 12.404 28.793 28.793 1.75 1 1 H2-1 19 2 M19 LL2M5X5 .077 1.203 .002 0 12.405 28.793 28.793 1.75 .85 H2-1 20 2 M20 LL2X2X5X5 .085 0 .000 1.419 12.404 28.793 28.793 1.75 .85 1 H2-1 21 2 M21 LL2X2X5X5 .099 0 .000 2.085 12.402 28.793 28.793 1.75 .85 H2-1 22 2 1 M22 LL2X2X5X5 .105 0 .000 1.996 12.402 28.793 28.793 1.75 .85 H2-1 23 2 M23 LL2X2X5X5 .104 .897 .000 1.914 12.402 28.793 28.793 11.75 .85 H2-1 24 2 M24 LL2X2X5X5 .106 0 .001 1.346 12.404 28.793 28.793 1 1.75 1 H2-1 25 2 M25 LL2X2X3X6 .164 1.991 1 .003 0 22.407 28.793 28.793 11.75 1 H1-3 26 2 M26 LL2X2X3X6 .100 0 .003 2.007 22.406 28.793 28.793 1.75 .85 H1-1 27 2 M27 LL2X2X3X6 .027 0 .001 0 22.406 28.793 28.793 1.75 .85 H1-2 28 2 M28 LL2X2X3X6 .048 1.997 .002 1.997 22.407 28.793 28.793 1.75 .85 H2-1 29 2 M29 LL2X2X3X6 .083 0 .001 0 22.407 28.793 28.793 1.75 .85 H2-1 30 2 M30 LL2X2X3X6 .115 1.997 .001 1.997 22.407 28.793 28.793 1.75 .85 H2-1 31 2 M31 LL2X2X3X6 .133 0 1 .001 0 22.406 28.793 28.793 1.75 .85 H2-1 32 2 M32 LL2X2X3X6 .148 1.997 .001 1.997 22.407 28.793 28.793 1.75 .85 H2-1 33 2 M33 LL2X2X3X6 .149 0 .002 0 22.407 28.793 28.793 1.75 .85 H2-1 34 2 1 M34 LL2X2X3X6 .171 .958 .017 .973 22.452 28.793 28.793 1.75 1 H2-1 352 M35 LL2X2X3X6 .157 .514 .011 .498 22.453 28.793 28.793 1.75 1 H2-1 36 2 M36 LL2X2X3X6 .130 2.007 .001 2.007 22.406 28.793 28.793 1.75 .85 H2-1 37 2 M37 LL2X2X3X6 .119 0 .001 0 22.407 28.793 28.793 1.75 .85 H2-1 38 2 M38 LL2X2X3X6 .098 1.996 .001 1.996 22.407 28.793 1 28.793 1 1.75 .85 1 H2-1 RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 12 • Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:47 PM Job Number: 04299 BUBALUS CHEESE PLANT Checked By: Member ASD Steel Code Checks (By Combination) (Continued) Sh UC Mx a Loc ft ft Shear UC Loc Fa ksi FRO Fb ksi Cb Cm E n 39 LC 2 Member M39 a e LL2X2X3X6 .075 0 .001 0 22.406 28.793 28.793 1.75 1 .85 1 H2-1 40 2 M40 LL2X2X3X6 .043 1.997 .001 1.997 22.407 28.793 28.793 1.75 .85 H2-1 41 2 M41 LL2X2X3X6 .014 1.997 .001 0 22.407 28.793 28.793 1.75 .85 H2-1 42 2 M42 LL2X2X3X6 .055 1.997 .001 1.997 22.407 28.793 28.793 1.75 .85 H1-1 43 2 M43 LL2X2X3X6 .124 2.017 .003 0 22.405 28.793 28.793 1.75 .85 Hl -1 44 2 M44 LL2X2X3X6 .177 0 .003 1.991 22.407 28.793 28.793 1.75 1 H1-1 45 2 M45 LL2X2X3X6 .131 1.187 .000 0 18.957 28.793 28.793 1.75 1 H2-1 46 2 M46 LL2X2X3X6 .068 .565 .001 2.007 18.943 28.793 28.793 1.75 .85 H2-1 47 2 M47 LL2X2X3X6 .020 1.997 .001 1.997 18.943 28.793 28.793 1.75 .85 H2-1 48 2 1 M48 LL2X2X3X6 .058 1 1.997 .001 1.997 18.943 28.793 28.793 1.75 .85 H1-1 49 2 M49 LL2X2X3X6 .104 1 1.997 .001 1.997 18.943 28.793 28.793 1 1.75 .85 Hl -1 50 2 M50 LL2X2X3X6 .151 2.007 .001 2.007 18.943 28.793 28.793 1.75 .85 H1-1 51 2 M51 LL2X2X3X6 .169 0 .000 0 18.943 28.793 28.793 1.75 .85 H1-1 52 2 M52 LL2X2X3X6 .191 1.996 .001 1.996 18.943 28.793 28.793 1.75 .85 H1-1 53 2 M53 LL2X2X3X6 .190 0 .001 0 18.939 28.793 28.793 1.75 1 H1-1 54 2 M54 LL2X2X3X6 .170 2.252 .001 2.252 18.94 28.793 28.793 1.75 1 H1-3 55 1 2 1 M55 LL2X2X3X6 .154 0 .001 0 18.943 1 28.793 28.793 1.75 .85 H1-1 56 2 M56 LL2X2X3X6 .120 0 .000 0 18.943 28.793 28.793 1.75 .85 H1-1 57 2 M57 LL2X2X3X6 .092 0 .001 0 18.943 28.793 28.793 1.75 .85 H1-1 58 2 M58 LL2X2X3X6 .043 0 .001 0 18.943 28.793 28.793 1.75 .85 H1-1 59 2 M59 LL2X2X3X6 .010 0 .001 0 18.943 28.793 28.793 1.75 .85 H2-1 60 2 M60 LL2X2X3X6 .052 1 1.602 .001 0 18.943 28.793 28.793 1.75 .85 H2-1 61 2 M61 LL2X2X3X6 .098 1 1.477 .001 0 18.943 28.793 28.793 1.75 .85 H2-1 62 2 M62 LL2X2X3X6 .149 0 .001 1.489 18.956 28.793 28.793 1.75 1 H2-1 63 2 M63 ROD5/8 .102 .305 .000 0 24.593 28.793 35.991 1 1 H1-3 64 2 M64 ROD5/8 .087 .514 .000 0 20.86 28.793 35.991 1 1 H2-1 65 1 2 M65 ROD5/8 .089 .574 .000 0 18.608 1 28.793 35.991 1 1 1 H1-3 66 2 M66 ROD5/8 .041 .673 .000 1.318 17.093 28.793 35.991 1 1 H2-1 67 2 M67 ROD5/8 .051 .653 .000 1.333 16.895 28.793 35.991 1 1 H1-3 68 2 M68 ROD5/8 .028 .761 .000 0 14.307 28.793 35.991 1 1 H2-1 69 2 M69 ROD5/8 .031 .754 .000 0 14.031 28.793 35.991 1 1 H1-3 70 2 M70 ROD5/8 .015 1 .87 .000 0 1 11.138 28.793 35.991 1 1 1 H2-1 71 2 M71 ROD5/8 .044 .884 .000 0 10.351 1 28.793 35.991 1 1 H1-3 72 2 M72 ROD5/8 .021 .864 .000 0 11.302 28.793 35.991 1 1 H2-1 73 2 1 M73 ROD5/8 .099 .305 .000 .636 24.593 28.793 35.991 1 1 H1-3 74 2 M74 ROD5/8 .084 .517 .000 0 20.799 28.793 35.991 1 1 H2-1 75 2 M75 ROD5/8 .100 .576 .000 1.203 18.552 28.793 35.991 1 1 H1-3 76 2 M76 ROD5/8 .046 .673 .000 1.318 17.093 28.793 35.991 1 1 H2-1 77 2 M77 ROD5/8 .045 .653 .000 0 16.895 28.793 35.991 1 1 1 H1-3 78 2 M78ROD5/8 .025 .764 .000 1.529 14.195 28.793 35.991 1 1 H2-1 79 2 M79 ROD5/8 .041 .758 .000 1.548 13.919 28.793 35.991 1 1 H1-3 80 2 M80 ROD5/8 .019 .87 .000 1.741 11.138 28.793 35.991 1 1 H2-1 81 2 M81 ROD5/8 .045 1 .884 .000 0 10.351 28.793 35.991 1 1 H1-3 82 2 M82 ROD5/8 .021 .864 .000 0 11.302 28.793 35.991 1 1 H2-1 83 2 M83 ROD3/4 .171 .888 .000 1.672 16.092 28.793 35.991 1 1 H2-1 84 2 M84 ROD3/4 .396 .942 .000 0 14.071 28.793 35.991 1 1 H1-1 85 2 M85 ROD3/4 .200 1 .975 .000 1.911 13.264 28.793 35.991 1 1 H2-1 86 2 M86 ROD3/4 .288 .942 .000 0 1 14.071 28.793 35.991 1 1 H1-1 87 2 M87 ROD3/4 .147 .975 .000 0 13.264 28.793 35.991 1 1 H2-1 88 2 M88 ROD3/4 .285 .938 .000 1.839 14.149 28.793 35.991 1 1 1 H1-1 89 2 M89 ROD3/4 .147 .975 .000 1.911 13.264 28.793 35.991 1 1 H2-1 90 2 M90 ROD3/4 .176 .938 .000 0 14.149 28.793 35.991 1 1 H1-1 91 2 M91 ROD3/4 .091 .975 .000 1.911 13.264 28.793 35.991 1 1 H2-1 92 2 M92 ROD3/4 .177 .938 .000 0 14.149 28.793 35.991 1 1 H1-1 93 2 M93 ROD3/4 .092 .975 .000 0 13.264 28.793 35.991 1 1 H2-1 94 2 M94 ROD3/4 1 .073 .942.000 1.845 14.071 28.793 35.991 1 1 H1-3 95 2 M95 ROD3/4 .039 .971 .000 1.902 13.377 28.793 35.991 1 1 H2-1 RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 13 01's Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:47 PM Job Number: 04299 BUBALUS CHEESE PLANT Checked By: Member ASD Steel Code Checks (By Combination) (Continued) i n nnCl---- Ht' nni -rol Ch.., i Ir` i n rm Fnrkcil Ftfkcil Fhrk-il Cb Cm Eon 96 2 1 M96 ROD3/4 .068 .935 .000 1.831 1 14.241 28.793 35.991 1 1 1 H1-3 97 2 M97 ROD3/4 .034 .971 .000 1.902 13.377 28.793 35.991 1 1 H2-1 98 2 M98 ROD3/4 .018 .9 .000 0 14.149 28.793 35.991 1 1 H2-1 99 2 M99 ROD3/4 .024 .916 .000 0 13.264 28.793 35.991 1 1 H1-3 100 2 M100 ROD3/4 .027 .99 .000 0 12.388 28.793 35.991 1 1 H2-1 10'1 2 M101 ROD3/4 .053 .966 .000 1.973 12.479 28.793 35.991 1 1 H1-3 102 1 2 1 M102 ROD3/4 .030 .936 .000 1.911 13.264 28.793 35.991 1 1 H2-1 103 2 1 M103 ROD3/4 .047 .903 .000 1.845 14.071 28.793 35.991 1 1 Hl -3 104 2 1 M104 ROD3/4 .056 .931 .000 0 13.377 28.793 35.991 1 1 H2-1 105 2 1 M105 ROD3/4 .110 .896 1 .000 0 14.241 28.793 35.991 1 1 H1-3 106 2 1 M106 ROD3/4 .059 .931 .000 0 13.377 28.793 35.991 1 1 H2-1 107 2 1 M107 ROD3/4 .111 .9 .000 0 14.149 28.793 35.991 1 1 H1-3 108 2 1 M108 ROD3/4 .094 .936 .000 1.911 13.264 28.793 35.991 1 1 H2-1 109 2 1 M109 ROD3/4 .182 .903 .000 1.845 14.071 28.793 35.991 1 1 H1-1 110 2 1 M110 ROD3/4 .092 .936 .000 0 13.264 28.793 35.991 1 1 H2-1 111 2 1 M111 ROD3/4 .178 .9 .000 1.839 14.149 28.793 35.991 1 1 H1-1 112 2 M112 ROD3/4 .128 .936 .000 1.911 13.264 28.793 35.991 1 1 H2-1 113 2 M113 ROD3/4 .249 .9 .000 0 14.149 28.793 35.991 1 1 H1-1 114 2 M114 ROD3/4 .128 .936 .000 1.911 13.264 28.793 35.991 1 1 H2-1 115 2 M115 ROD3/4 .248 .9 .000 0 14.149 28.793 35.991 1 1 H1-1 116 2 M116 ROD3/4 .161 .936 .000 0 13.264 28.793 35.991 1 1 H2-1 117 2 M117 ROD3/4 .325 1 .906 .000 0 13.993 28.793 35.991 1 1 1 H1-1 118 2 M118 ROD3/4 .138 .784 .000 1.672 16.092 28.793 35.991 1 1 H2-1 119 2 M119 PLATE5X3/8 .105 1.02 .000 2.177 3.418 28.793 31.672 1 1 H2-1 120 2 M120 PLATE5X3/8 .118 1.6 .000 06.328 4 28.793 31.672 1.75 .6 H1-1 121 2 M121 I PLATE5X3/8 .115 1.02 .000 0 3.418 1 28.793 31.672 1 1 H2-1 RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 14 Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:47 PM Job Number: 04299 BUBALUS CHEESE PLANT Checked By: Joint Deflections v r; -i v rini Rntatinn rraril 1 LV 3 JVII II LP4G N 1 •• ••• 0 "' 0 -8.283e-4 2 3 N2 .016 0 -7.673e-4 3 3 N3 .034 0 -7.914e-4 4 3 N4 .054 0 -8.648e-4 5 3 N5 .074 0 -9.063e-4 6 3 1 N6 .096 0 -9.547e-4 7 3 N7 .115 -.001 0 8 3 N8 .119 -.027 -1.229e-3 9 3 N9 .124 -.058 -1.233e-3 10 3 N10 .127 -.084 -9.856e-4 11 3 N 11 .128 -.105 -7.037e-4 12 3 N12 .127 -.117 -3.675e-4 13 3 N13 .125 -.123 -1.846e-5 14 3 N14 .122 -.119 3.221 e-4 15 3 N15 .118 -.109 6.801 a-4 16 3 N16 .113 -.09 7.273e-4 17 3 N17 .109 -.074 0 18 3 1 N18 .112 -.057 8.892e-4 19 3 N19 .116 -.033 1.013e-3 20 3 N20 .12 -.011 8.674e-4 21 3 N21 .124 .008 7.08e-4 22 3 N22 .128 .021 4.996e-4 23 3 N23 .131 .031 2.656e-4 24 3 1 N24 .133 .033 1.415e-5 25 3 N25 .135 .031 -2.184e-4 26 3 N26 .135 .022 -5.052e-4 27 3 N27 .135 .008 0 28 3 N28 .124 .006 -6.023e-4 29 3 N29 .108 .005 -8.063e-4 30 3 N30 .087 .003 -9.435e-4 31 3 N31 .062 .002 -1.157e-3 32 3 N32 .033 0 -1.465e-3 33 3 N33 0 0 -1.688e-3 34 3 N34 .011 -.003 -7.888e-4 35 3 N35 .024 -.006 -7.656e-4 36 3 N36 .044 -.01 -8.299e-4 37 3 N37 .064 -.014 -8.909e-4 38 3 N38 .084 -.018 -9.283e-4 39 3 N39 .099 -.021 0 40 3 N40 .103 -.045 -1.315e-3 41 3 N41 .109 -.073 -1.11 e-3 42 3 N42 .114 -.097 -8.654e-4 43 3 N43 .119 -.113 -5.496e-4 44 3 N44 .123 -.122 -2.057e-4 45 3 N45 .126 -.122 1.479e-4 46 3 N46 .127 -.114 4.8e-4 47 3 N47 .127 -.099 7.773e-4. 48 3 N48 .124 -.074 0 49 3 N49 .129 -.047 1.012e-3 50 3 N50 .132 -.024 9.321e-4 51 3 N51 .134 -.003 7.911 e-4 52 3 N52 .136 .014 6.013e-4 53 3 N53 .136 .026 3.775e-4 54 3 N54 .135 .032 1.323e-4 55 3 N55 .133 .033 -1.113e-4 56 3 N56 .13 .027 -3.755e-4 RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 15 M Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:47 PM Job Number: 04299 BUBALUS CHEESE PLANT Checked By: Joint Deflections (Continued) 57 LU 3 JVIuc N57I 127 .02 0 58 3 N58 .116 .018 -7.183e-4 59 3 N59 .098 .016 -8.573e-4 60 3 N60 .076 .013 -1.04e-3 61 3 N61 .047 .01 -1.297e-3 62 3 N62 .023 .006 -1.554e-3 Joint Reactions (By Combination) v nn v rii M7 f4-fhl 1 LV 3 Jvia a_auc N 1 .376 2.294 0 2 3 N33 -.376 -.44 0 3 3 Totals: 0 1.854 4 3 COG (ft): X: -9.113 Y: 11.328 Member ASD Steel Code Checks (By Combination) In 1 --rw c -n -n C1rl.nil ckn-il r`h r,m Fnn 1 Llr 3 IVICIIIUM M1 JI10 G LL2X2X3X5 v .028 1.71 .000 0 22.646 28.793 28.793 1.75 .6 H1-1 2 3 M2 LL2X2X3X5 .018 1.92 .000 0 22.63 28.793 28.793 1.75 .403 H1-2 3 3 M3 LL2X2X3X5 .013 0 .000 0 22.388 28.793 28.793 1.75 .792 H1-1 4 3 M4 LL2X2X3X5 .007 0 .000 0 22.391 28.793 28.793 1.75 .916 H1-1 5 3 M5 LL2X2X3X5 .006 1.92 .000 0 22.393 28.793 28.793 1.75 .839 H1-2 6 3 M6 LL2X2X3X5 .005 0 .000 0 22.411 28.793 28.793 1.75 .6 H1-2 7 3 M7 LL2X2X3X5 .065 1.71 .001 0 22.646 28.793 28.793 1.75 .6 H2-1 8 3 M8 LL2X2X3X5 .076 1 0 .000 0 22.63 28.793 28.793 1.75 .827 H2-1 9 3 M9 LL2X2X3X5 .073 1 0 .000 0 22.388 28.793 28.793 1.75 .937 H2-1 10 3 M10 LL2X2X3X5 .074 0 .000 0 22.391 28.793 28.793 1.75 .776 H2-1 11 3 M11 LL2X2X3X5 .085 1.92 .001 0 22.393 28.793 28.793 1.75 .702 H2-1 12 3 M12 LL2X2X3X5 .086 0 .001 0 22.411 28.793 28.793 1.75 .6 H2-1 13 3 M13 LL2X2X5X5 .053 1.203 .000 0 12.405 28.793 28.793 1.75 .85 Hl -1 14 3 M14 LL2X2X5X5 .060 1.417 .001 1.417 12.404 28.793 28.793 1.75 .85 Hl -1 15 1 3 M15 LL2X2X5X5 .071 0 .000 2.086 12.402 28.793 28.793 1.75 .85 Hl -1 16 3 M16 LL2X2X5X5 .076 0 .000 0 12.402 28.793 28.793 1.75 .85 F11-1 17 3 M17 LL2X2X5X5 .077 0 .000 0 12.402 28.793 28.793 1.75 .85 Hl -1 18 3 M18 LL2X2X5X5 .077 0 1 .000 0 12.404 28.793 28.793 1.75 1 H1-3 19 3 M19 LL2X2X5X5 .054 1.203 .002 1.203 12.405 28.793 28.793 1.75 .85 H1-1 20 3 M20 LL2X2X5X5 .061 1 0 .001 0 1 12.404 28.793 28.793 1.75 .85 H1-1 21 3 M21 LL2X2X5X5 .072 1 0 .000 0 12.402 28.793 28.793 1.75 .85 H1-1 22 3 M22 LL2X2X5X5 .076 1 0 .000 0 12.402 28.793 28.793 1.75 .85 H1-1 23 3 M23 LL2X2X5X5 .077 0 .000 1.914 12.402 28.793 28.793 1.75 .85 H1-1 24 3 M24 LL2X2X5X5 .079 0 .001 0 12.404 28.793 28.793 1.75 1 H1-3 25 3 M25 LL2X2X3X6 .028 1.991 .001 1.991 22.407 28.793 28.793 1.75 1 H1-3 26 3 M26 LL2X2X3X6 .058 0 .002 0 22.406 28.793 28.793 1.75 .85 H.1 -1 27 28 3 3 M27 M28 LL2X2X3X6 LL2X2X3X6 .091 .129 0 1.997 .001 .001 2.007 0 22.406 22.407 28.793 28.793 28.793 28.793 1.75 1.75 .85 .85 H1-1 H1-1 29 3 M29 LL2X2X3X6 .151 0 .001 1.997 22.407 28.793 28.793 1.75 .85 H1-1 30 3 M30 LL2X2X3X6 .162 1.997 .001 0 22.407 28.793 28.793 1.75 .85 H1-1 31 3 M31 LL2X2X3X6 .157 0 .001 2.006 22.406 28.793 28.793 1.75 .85 H1-1 32 3 M32 LL2X2X3X6 .142 1.997 .001 0 22.407 28.793 28.793 1 1.75 .85 1-11-1 33 3 1 M33 LL2X2X3X6 .126 1.997 .003 1.997 22.407 28.793 28.793 1.75 .85 H1-1 34 3 1 M34 LL2X2X3X6 .104 .958 1 .016 1.46 22.452 28.793 28.793 1.75 1 H2-1 35 3 1 M35 LL2X2X3X6 .117 .498 .010 .498 22.453 28.793 28.793 1.75 1 H1-3 36 3 M36 LL2X2X3X6 .030 0 .002 2.007 22.406 28.793 28.793 1.75 .85 H2-1 37 3 M37 LL2X2X3X6 .032 0 .001 0 22.407 28.793 28.793 1.75 .85 H2-1 38 3 M38 LL2X2X3X6 .054 1.996 .001 1.996 22.407 28.793 28.793 1.75 .85 H2-1 RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 16 Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:47 PM Job Number: 04299 BUBALUS CHEESE PLANT Checked By: Member ASD Steel Code Checks (By Combination) (Continued) I n RA-- -. C,6- - 1 Ir nem.. I nrrffl Chc.r I Ir I nrrffl Farksil Ftrksil Fbfksil Cb CM E4r1 39 Ll, 3 IVICI114CI M39 Q - c LL2X2X3X6 .071 0 .001 0 22.406 28.793 28.793 1.75 .85 H2-1 40 3 M40 LL2X2X3X6 .083 1.997 .001 1.997 22.407 28.793 28.793 1.75 .85 H2-1 41 3 M41 LL2X2X3X6 .089 0 .001 0 22.407 28.793 28.793 1.75 .85 H2-1 42 3 M42 LL2X2X3X6 .087 1.997 .001 1.997 22.407 28.793 28.793 1.75 .85 H2-1 43 3 M43 LL2X2X3X6 .081 0 .001 0 22.405 28.793 28.793 1.75 .85 H2-1 44 3 M44 LL2X2X3X6 .070 0 .001 0 22.407 28.793 28.793 1.75 1 H2-1 45 3 M45 LL2X2X3X6 .023 1.48 .001 0 18.957 28.793 28.793 1.75 1 1 H1-3 46 3 M46 LL2X2X3X6 .050 .962 .000 2.007 18.943 28.793 28.793 11.75 .85 1 H2-1 47 3 M47 LL2X2X3X6 .083 1.519 .001 0 18.943 28.793 28.793 1.75 .85 H2-1 48 3 M48 LL2X2X3X6 .115 1.311 .001 0 18.943 28.793 28.793 1.75 .85 H2-1 49 3 M49 LL2X2X3X6 .126 1.02 .000 0 18.943 28.793 28.793 1.75 .85 H2-1 50 3 M50 LL2X2X3X6 .134 1.087 .000 0 18.943 28.793 28.793 1.75 .85 H2-1 51 3 M51 LL2X2X3X6 .122 .707 .001 1.997 18.943 28.793 28.793 1.75 .85 H2-1 52 3 M52 LL2X2X3X6 .106 .894 .000 1.996 18.943 28.793 28.793 1.75 .85 H2-1 53 3 M53 LL2X2X3X6 .073 0 .001 2.262 18.939 28.793 28.793 1.75 1 H2-1 54 3 1 M54 LL2X2X3X6 .009 2.252 .001 2.252 18.94 28.793 28.793 1.75 1 H2-1 55 3 M55 LL2X2X3X6 .044 1 2.006 .001 2.006 18.943 28.793 28.793 1.75 .85 Hl -1 56 3 M56 LL2X2X3X6 .081 1 1.997 .001 1.997 18.943 28.793 28.793 1.75 .85 H1-1 57 3 M57 LL2X2X3X6 .116 1 1.997 .000 1.997 18.943 28.793 28.793 1.75 .85 H1-1 58 3 M58 LL2X2X3X6 .133 1 2.007 .000 2.007 18.943 28.793 28.793 1.75 .85 H1-1 59 3 M59 LL2X2X3X6 .150 1 1.997 .000 1.997 18.943 28.793 28.793 1.75 .85 H1-1 60 3 M60 LL2X2X3X6 .148 1 0 .000 0 1 18.943 28.793 28.793 11.75 .85 H1-1 61 3 M61 LL2X2X3X6 .149 1 1.997 .001 1.997 18.943 28.793 28.793 1.75 .85 H1-1 62 3 M62 LL2X2X3X6 .132 0 .001 0 18.956 28.793 28.793 1.75 1 H1-3 63 3 M63 ROD5/8 .027 .331 .000 0 24.593 28.793 35.991 1 1 H2-1 64 3 M64 ROD5/8 .033 .483 .000 0 20.86 28.793 35.991 1 1 H1-3 65 3 M65 ROD5/8 .019 .612 .000 0 18.608 28.793 35.991 1 1 H2-1 66 3 M66 ROD5/8 .024 .645 .000 1.318 1 17.093 28.793 1 35.991 1 1 H1-3 67 3 M67 ROD5/8 .012 1 .68 .000 0 16.895 28.793 1 35.991 1 1 H2-1 68 3 M68 ROD5/8 .020 .745 .000 0 14.307 28.793 35.991 1 1 H1-3 69 3 M69 ROD5/8 .009 .77 .000 0 14.031 28.793 35.991 1 1 H2-1 70 3 M70 ROD5/8 .017 .852 .000 1.741 11.138 28.793 35.991 1 1 H1-3 71 3 M71 ROD5/8 .011 .903 .000 0 10.351 28.793 35.991 1 1 H2-1 72 3 M72 ROD5/8 .019 .864 .000 0 1 11.302 28.793 35.991 1 1 H1-3 73 3 M73 ROD5/8 .032 .331 .000 .636 1 24.593 28.793 35.991 1 1 H2-1 74 3 M74 ROD5/8 .046 .485 .000 0 20.799 28.793 35.991 1 1 H1-3 75 3 M75 ROD5/8 .025 .614 .000 1.203 18.552 28.793 35.991 1 1 H2-1 76 3 M76 ROD5/8 .029 .645 .000 1.318 17.093 28.793 35.991 1 1 H1-3 77 3 M77 ROD5/8 .012 .68 .000 1.333 16.895 28.793 35.991 1 1 H2-1 78 3 M78 ROD5/8 .020 1 .749 .000 0 14.195 28.793 35.991 1 1 H1-3 79 3 M79 ROD5/8 .011 .774 .000 1.548 13.919 28.793 35.991 1 1 H2-1 80 3 M80 ROD5/8 .019 .852 .000 1.741 11.138 28.793 35.991 1 1 H1-3 81 3 M81 ROD5/8 .011 .903 .000 0 10.351 28.793 35.991 1 1 H2-1 82 3 M82 ROD5/8 .024 .864 .000 1.728 11.302 28.793 35.991 1 1 H1-3 83 3 M83 ROD3/4 .244 .749 .000 0 16.092 28.793 35.991 1 1 H1-1 84 3 M84 ROD3/4 .149 1 .903 .000 0 1 14.071 28.793 35.991 1 1 H2-1 85 3 M85 ROD3/4 .330 .916 .000 0 13.264 28.793 35.991 1 1 H1-1 86 3 M86 ROD3/4 .093 .903 .000 0 14.071 28.793 35.991 1 1 H2-1 87 3 M87 ROD3/4 .202 .916 .000 1.911 13.264 28.793 35.991 1 1 H1-1 88 3 M88 ROD3/4 .088 .9 .000 0 14.149 28.793 35.991 1 1 H2-1 89 3 M89 ROD3/4 .192 .916 .000 0 13.264 28.793 35.991 1 1 H1-1 90 3 M90 ROD3/4 .030 .9 .000 0 14.149 28.793 35.991 1 1 H2-1 91 3 1 M91 ROD3/4 .061 .916 .000 1.911 1 13.264 28.793 35.991 1 1 H1-3 92 3 M92 ROD3/4 .027 .9 .000 1.839 14.149 28.793 35.991 1 1 1 H2-1 93 3 M93 ROD3/4 .051 .916 .000 0 13.264 1 28.793 1 35.991 1 1 H1-3 M94 ROD3/4 .070 .942 .000 1.845 14.071 28.793 35.991 1 1 H1-3 13 5 3 M95 ROD3/4 .037 1 .971 .000 0 13.377 28.793 35.991 1 1 H2-1 RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 17 p")zo Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:47 PM Job Number: 04299 BUBALUS CHEESE PLANT Checked By: Member ASD Steel Code Checks (By Combination) (Continued) ---_ . - i -.-.rw C-fII .il cm-il G1 i1-il (Ih (.m I=nn 96 Ll, 3 IV UMUUi M96 oiia c ROD3/4 - -- .082 .935 -000 1.831 14.241 28.793 35.991 1 1 H1-3 97 3 M97 ROD3/4 .046 .971 .000 0 13.377 28.793 35.991 1 1 H2-1 98 3 M98 ROD3/4 .186 .938 .000 1.839 14.149 28.793 35.991 1 1 H1-1 99 3 M99 ROD3/4 .094 .975 .000 0 13.264 28.793 35.991 1 1 H2-1 100 3 M100 ROD3/4 .265 1.011 .000 0 12.388 28.793 35.991 1 1 H1-1 101 3 M101 ROD3/4 .114 .987 .000 1.973 12.479 28.793 35.991 1 1 H2-1 102 3 M102 ROD3/4 .212 .995 .000 1.911 13.264 28.793 35.991 1 1 H1-1 103 3 M103 ROD3/4 .098 .942 .000 1.845 14.071 28.793 35.991 1 1 H2-1 104 3 M104 ROD3/4 .147 .991 .000 0 13.377 28.793 35.991 1 1 H1-3 105 3 M105 ROD3/4 .068 .935 .000 1.831 14.241 28.793 35.991 1 1 H2-1 106 3 M106 ROD3/4 .145 .991 .000 0 13.377 28.793 35.991 1 1 H1-3 107 3 M107 ROD3/4 .068 .938 .000 0 14.149 28.793 35.991 1 1 H2-1 108 3 M108 ROD3/4 .069 .995 .000 1.911 13.264 28.793 35.991 1 1 1 H1-3 109 3 M109 ROD3/4 .034 .942 .000 0 14.071 28.793 35.991 1 1 H2-1 110 3 M110 ROD3/4 .072 .995 .000 1.911 13.264 28.793 1 35.991 1 1 H1-3 111 3 M111 ROD3/4 .035 .938 .000 1.839 14.149 28.793 35.991 1 1 H2-1 112 3 M112 ROD3/4 .007 .936 .000 0 13.264 28.793 35.991 1 1 H2-1 113 3 M113 ROD3/4 .009 .9 .000 1.839 14.149 28.793 35.991 1 1 H1-3 114 3 M114 ROD3/4 .005 .936 .000 0 13.264 28.793 35.991 1 1 H2-1 115 3 M115 ROD3/4 .007 .9 .000 0 14.149 28.793 35.991 1 1 H1-3 116 3 M116 ROD3/4 .043 .936 .000 0 13.264 28.793 35.991 1 1 H2-1 117 3 M117 ROD3/4 .077 .906 .000 1.852 13.993 28.793 35.991 1 1 H1-3 118 3 M118 ROD3/4 .036 .784 .000 0 16.092 28.793 35.991 1 1 H2-1 119 3 M119 PLATE5X3/8 .080 1.61 .000 2.177 3.418 28.793 31.672 1 1 H1-3 120 3 M120 PLATE5X3/8 .009 0 .000 0 6.328 28.793 31.672 1.75 .6 H2-1 121 3 M121 PLATE5X3/8 .515 1.61 .000 2.177 3.418 28.793 31.672 1 1 Hl -1 RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 18 eP 2J Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:47 PM Job Number: 04299 BUBALUS CHEESE PLANT Checked By: Joint Deflections . ,ties x ri l Y rinl Rotation fradl 1 4 N 1 0 0 -7.261 e-4 2 4 N2 .015 0 -7.34e-4 3 4 N3 .033 0 -8.28e-4 4 4 N4 .054 0 -9.354e-4 5 4 N5 .077 0 -1.001 a-3 6 4 1 N6 .1 0 -1.086e-3 7 4 N7 .123 .001 0 8 4 N8 .128 -.027 -1.318e-3 9 4 N9 .133 -.061 -1.395e-3 10 4 N10 .137 -.092 -1.261 a-3 11 4 N 11 .141 -.12 -1.098e-3 12 4 N12 .143 -.144 -8.81 e-4 13 4 N13 .144 -.163 -6.376e-4 14 4 N14 .144 -.175 -3.703e-4 15 4 N15 .142 -.181 -8.101 a-5 16 4 N16 .14 -.18 1.039e-4 17 4 N17 .138 -.176 0 18 4 N18 .137 -.169 5.25e-4 19 4 N19 .137 -.155 7.035e4 20 4 N20 .138 -.135 9.22e-4 21 4 N21 .14 -.111 1.082e-3 22 4 N22 .144 -.084 1.175e-3 23 4 1 N23 .148 -.056 1.198e-3 24 4 N24 .154 -.028 1.11 a-3 25 4 N25 .159 -.004 1.007e-3 26 4 N26 .165 .015 4.122e-4 27 4 N27 .169 .015 0 28 4 N28 .169 .012 -2.456e-4 29 4 1 N29 .156 .009 -7.571e-4 30 4 N30 .134 .006 -1.117e-3 31 4 N31 .101 .003 -1.692e-3 32 4 N32 .054 .001 -2.4e-3 33 4 N33 0 0 -2.807e-3 34 4 N34 .01 -.003 -7.277e-4 35 4 N35 .022 -.005 -7.737e-4 36 4 N36 .043 -.009 -8.86e-4 37 4 N37 .065 -.014 -9.76e-4 38 4 1 N38 .088 -.018 -1.039e-3 39 4 N39 .104 -.021 0 40 4 N40 .108 -.047 -1.418e-3 41 4 N41 .114 -.079 -1.327e-3 42 4 N42 .119 -.109 -1.195e-3 43 4 N43 .125 -.135 -1.001 a-3 44 4 N44 .13 -.155 -7.707e-4 45 4 N45 .135 -.17 -5.12e-4 46 4 N46 .139 -.179 -2.42e-4 47 4 N47 .141 -.181 4.323e-5 48 4 N48 .142 -.176 0 49 4 N49 .146 -.164 5.887e-4 50 4 N50 .151 -.147 8.316e-4 51 4 N51 .155 -.125 1.013e-3 52 4 N52 .16 -.1 1.14e-3 53 4 N53 .164 -.072 1.196e-3 54 4 N54 .168 -.044 1.17e-3 55 4 N55 .171 -.017 1.042e-3 56 4 N56 .171 .006 8.091 e-4 RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 19 ,p�22 Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:47 PM Job Number: 04299 BUBALUS CHEESE PLANT Checked By: Joint Deflections (Continued) Dnf�4inn r -Al 57 4 Vv N57�V .17 .019 0 58 4 N58 .163 .02 -5.352e-4 59 4 N59 .146 .02 -8.893e-4 60 4 N60 .119 .018 -1.379e-3 61 4 N61 .077 .014 -2.034e-3 62 4 N62 .038 .009 -2.56e-3 Joint Reactions (By Combination) _, i _,_i v nn v rLl M7 m--ffl 1 4 _ N 1 ~v .374 1.622 0 2 4 N33 -1.379 2.372 0 3 4 Totals: -1.005 3.995 4 4 COG (ft): X: 19.198 Y: 12.063 Member ASD Steel Code Checks (By Combination) 11-_- i In nn.... I --rw cL...... I If` 1 ....r"l c,n- l cm -0 ChrLcil r" h Cm Fnn 1 4 M1 LL2X2X3X5 .014 1.71 .000 0 16.988 21.6 21.6 1.75 .6 H1-1 2 4 M2 LL2X2X3X5 .011 1.92 .000 0 16.977 21.6 21.6 1.75 .793 H1-3 3 4 M3 LL2X2X3X5 .017 0 .000 0 16.795 21.6 21.6 1.75 .851 H2-1 4 4 M4 LL2X2X3X5 .019 0 .000 0 16.797 21.6 21.6 1.75 .846 H2-1 5 4 M5 LL2X2X3X5 .023 1.92 .000 0 16.799 21.6 21.6 1.75 .762 H2-1 6 4 M6 LL2X2X3X5 .024 0 .000 0 16.812 21.6 21.6 1.75 .6 H2-1 7 4 1 M7 LL2X2X3X5 .142 1 1.71 .003 0 16.988 21.6 21.6 1 1.75 .6 1 H2-1 8 4 M8 LL2X2X3X5 .192 1 0 .001 0 16.977 21.6 21.6 1.75 .915 H2-1 9 4 M9 LL2X2X3X5 .211 1 0 .000 0 16.795 21.6 21.6 1.75 .907 H2-1 10 4 M10 LL2X2X3X5 .211 0 .001 0 16.797 21.6 21.6 1.75 .792 H2-1 11 4 M11 LL2X2X3X5 .245 1.92 .002 0 16.799 21.6 21.6 1.75 .716 H2-1 12 4 M12 LL2X2X3X5 .249 0 .003 0 16.812 21.6 21.6 1.75 .6 H2-1 13 4 M13 LL2X2X5X5 .066 1.203 .000 1.203 9.306 21.6 21.6 1.75 .85 H1-1 14 4 M14 LL2X2X5X5 .081 1.417 .001 1.417 9.305 21.6 21.6 11.75 .85 1 Hl -1 15 4 M15 LL2X2X5X5 .097 0 .000 0 9.304 21.6 21.6 1.75 .85 Hl -1 16 4 M16 LL2X2X5X5 .102. 0 .000 0 9.304 21.6 21.6 1.75 .85 H1-1 17 4 M17 LL2X2X5X5 .104 0 .000 0 9.304 21.6 21.6 1.75 .85 H1-1 18 4 M18 LL2X2X5X5 .104 0 .000 0 9.305 21.6 21.6 1.75 1 H1-3 19 4 M19 LL2X2X5X5 .252 1.203 .004 1.203 9.306 21.6 21.6 1.75 .85 H1-1 20 4 M20 LL2X2X5X5 .284 0 .001 0 9.305 21.6 21.6 1.75 .85 H1-1 21 4 M21 LL2X2X5X5 .344 0 .000 0 9.304 21.6 21.6 1.75 .85 H1-1 22 4 1 M22 LL2X2X5X5 .370 0 .001 0 9.304 21.6 21.6 1.75 .85 H1-1 23 4 M23 LL2X2X5X5 .376 OV 0 .000 0 9.304 21.6 21.6 1.75 .85 H1-1 24 4 M24 LL2X2X5X5 .385 0 .002 0 9.305 21.6 21.6 1.75 1 H1-1 25 4 M25 LL2X2X3X6 .042 1 1.991 .002 1.991 16.809 21.6 21.6 1.75 1 H2-1 26 4 M26 LL2X2X3X6 .039 0 .002 0 16.809 21.6 21.6 1.75 .85 H1-2 27 4 M27 LL2X2X3X6 .063 0 .001 2.007 16.809 21.6 21.6 1.75 .85 H1-1 28 4 1 M28 LL2X2X3X6 .106 1.997 .001 0 16.809 21.6 21.6 1.75 .85 H1-1 29 4 M29 LL2X2X3X6 .137 .187 .001 1.997 16.809 21.6 21.6 1.75 .85 H1-1 30 4 M30 LL2X2X3X6 .161 1.997 .001 0 1 16.809 21.6 21.6 1.75 .85 H1-1 31 4 M31 LL2X2X3X6 .173 .167 .001 2.006 16.809 21.6 21.6 1.75 .85 H1-1 32 4 M32 LL2X2X3X6 .179 1.997 .001 0 16.809 21.6 21.6 1.75 .85 H1-1 33 4 M33 LL2X2X3X6 .172 0 .002 1.997 16.809 21.6 21.6 1 1.75 .85 H1-1 34 4 M34 LL2X2X3X6 .176 .958 .012 1.46 16.843 21.6 21.6 1.75 1 H1-3 35 4 M35 LL2X2X3X6 .219 .514 .012 0 16.844 21.6 21.6 1.75 1 H1-1 36 4 M36 LL2X2X3X6 .179 2.007 .001 0 1 16.809 21.6 21.6 1.75 .85 H1-1 37 4 M37 LL2X2X3X6 .156 0 .001 1.997 16.809 21.6 21.6 1.75 .85 H1-1 38 4 M38 LL2X2X3X6 .118 1.642 .001 0 16.809 21.6 21.6 1.75 .85 H1-1 RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 20 X23 Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:47 PM Job Number: 04299 BUBALUS CHEESE PLANT Checked By: Member ASD Steel Code Checks (By Combination) (Continued) LC Mem ber Sha a ft ft UC Max Loc Shear UC Loc Fafksil Ft ksil Fbfksil Cb Cm E n 39 4 M39 LL2X2X3X6 .076 0 1 .001 2.007 16.809 1 21.6 21.6 1.75 1 .85 H1-1 40 4 M40 LL2X2X3X6 .022 0 .001 0 16.809 21.6 21.6 1.75 .85 H1-1 41 4 M41 LL2X2X3X6 .042 1.997 .002 1.997 16.809 21.6 21.6 1.75 .85 H2-1 42 4 M42 LL2X2X3X6 .098 0 .001 0 16.809 21.6 21.6 1.75 .85 H2-1 43 4 M43 LL2X2X3X6 .191 2.017 .004 2.017 16.808 21.6 21.6 1.75 .85 H2-1 44 4 M44 LL2X2X3X6 .243 1 0 .004 0 16.809 21.6 21.6 1.75 1 H2-1 45 1 4 1 M45 LL2X2X3X6 .055 1.156 1 .001 0 14.221 21.6 21.6 1.75 1 H1-3 46 4 M46 LL2X2X3X6 .020 1.066 .001 0 14.211 21.6 21.6 1.75 .85 H2-1 47 4 M47 LL2X2X3X6 .058 1.415 .001 0 14.211 21.6 21.6 1.75 .85 H2-1 48 4 M48 LL2X2X3X6 .094 1.29 .001 0 14.211 21.6 21.6 1.75 .85 H2-1 49 4 M49 LL2X2X3X6 .116 1.144 .001 0 14.211 21.6 21.6 1.75 .85 H2-1 50 4 M50 LL2X2X3X6 .135 1.192 .001 0 14.211 21.6 21.6 1.75 .85 H2-1 51 4 M51 LL2X2X3X6 .141 .978 .001 1.997 14.211 21.6 21.6 1.75 .85 H2-1 52 4 M52 LL2X2X3X6 .144 1.206 .001 0 14.211 21.6 21.6 1.75 .85 H2-1 53 4 M53 LL2X2X3X6 .132 0 .001 2.262 14.208 21.6 1 21.6 1.75 1 H2-1 54 4 M54 LL2X2X3X6 .114 2.252 .001 0 14.208 21.6 21.6 1.75 1 H2-1 55 4 M55 LL2X2X3X6 .101 .46 .001 2.006 14.211 21.6 21.6 1.75 .85 H2-1 56 4 M56 LL2X2X3X6 .069 1 .832 .001 1.997 14.211 21.6 21.6 1.75 .85 H2-1 57 4 M57 LL2X2X3X6 .038 1 .541 .001 1.997 14.211 21.6 21.6 1.75 .85 H2-1 58 4 M58 LL2X2X3X6 .024 .627 .001 2.007 14.211 21.6 21.6 1.75 .85 H1-1 59 1 4 1 M59 LL2X2X3X6 .093 1.997 .001 1.997 14.211 21.6 21.6 1.75 .85 H1-1 60 4 M60 LL2X2X3X6 .185 1.997 .001 1.997 14.211 21.6 21.6 1.75 .85 H1-1 61 4 M61 LL2X2X3X6 .278 1.997 .001 1.997 14.211 21.6 21.6 1.75 .85 Hl -1 62 4 M62 LL2X2X3X6 .388 0 .002 0 14.221 21.6 21.6 1.75 1 H1-1 63 4 M63 ROD5/8 .037 .331 .000 .636 18.45 21.6 27 1 1 H2-1 64 4 M64 ROD5/8 .049 .483 .000 0 15.649 21.6 27 1 1 H1-3 65 4 M65 ROD5/8 .026 .612 .000 1.199 13.96 21.6 27 1 1 H2-1 66 4 1 M66 ROD5/8 .032 .645 .000 0 12.823 21.6 27 1 1 H1-3 67 4 M67 ROD5/8 .017 .68 .000 0 12.675 21.6 27 1 1 H2-1 68 4 M68 ROD5/8 .028 .745 .000 1.521 1 10.733 21.6 27 1 1 H1-3 69 4 M69 ROD5/8 .012 .77 .000 1.54 10.526 1 21.6 27 1 1 H2-1 70 4 M70 ROD5/8 .022 .852 .000 0 8.355 21.6 27 1 1 H1-3 71 4 M71 ROD5/8 .014 .903 .000 1.806 7.765 21.6 27 1 1 H2-1 72 4 M72 ROD5/8 .026 .864 .000 0 8.479 21.6 27 1 1 H1-3 73 4 1 M73 ROD5/8 .140 .331 .000 0 18.45 21.6 27 1 1 H2-1 74 4 M74 ROD5/8 .192 1 .496 .000 0 15.603 21.6 27 1 1 Hl -1 75 4 M75 ROD5/8 .108 1 .614 .000 1.203 13.918 21.6 27 1 1 H2-1 76 4 M76 ROD5/8 .127 .645 .000 0 12.823 21.6 27 1 1 H1-3 77 4 M77 ROD5/8 .046 .68 .000 1.333 12.675 21.6 27 1 1 H2-1 78 4 M78 ROD5/8 .080 .749 .000 1.529 10.649 21.6 27 1 1 H1-3 79 4 M79 ROD5/8 .037 .774 1 .000 0 1 10.442 21.6 27 1 1 H2-1 80 4 1 M80 ROD5/8 .071 .852 .000 1.741 8.355 21.6 27 1 1 H1-3 81 4 1 M81 ROD5/8 .033 .903 .000 0 7.765 21.6 27 1 1 H2-1 82 4 M82 ROD5/8 .081 .864 .000 0 8.479 21.6 27 1 1 H1-3 83 4 M83 ROD3/4 .233 .749 .000 0 12.072 21.6 27 1 1 H1-1 84 4 M84 ROD3/4 .144 .903 .000 0 10.556 21.6 27 1 1 H2-1 85 4 M85 ROD3/4 .315 .916 .000 0 9.951 21.6 27 1 1 1 H1-1 86 4 M86 ROD3/4 .105 .903 .000 1.845 10.556 21.6 27 1 1 1 H2-1 87 4 M87 ROD3/4 .227 .916 .000 0 9.951 21.6 27 1 1 H1-1 88 4 M88 ROD3/4 .100 .9 .000 0 10.614 21.6 27 1 1 H2-1 89 4 1 M89 ROD3/4 .217 .916 .000 0 9.951 21.6 27 1 1 H1-1 90 4 1 M90 ROD3/4 .060 .9 .000 0 10.614 21.6 27 1 1 H2-1 91 4 1 M91 ROD3/4 .126 .916 .000 0 1 9.951 21.6 27 1 1 H1-3 92 4 M92 ROD3/4 .056 .9 .000 0 10.614 21.6 27 1 1 H2-1 93 4 M93 ROD3/4 .116 .916 .000 0 9.951 21.6 27 1 1 H1-3 94 4 M94 ROD3/4 .018 .903 .000 1.845 10.556 21.6 27 1 1 H2-1 95 4 M95 ROD3/4 .032 .911 .000 1.902 10.035 21.6 27 1 1 1 H1-3 RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 21 Y3, 264�- Company Gerard Homer and Associates Jan 8, 2005 Designer GBH 3:47 PM Job Number: 04299 BUBALUS CHEESE PLANT Checked By: Member ASD Steel Code Checks (By Combination) (Continued) i r Momhor Chnno i it nnnY I ncrftl Shaar 11(' I ncrftl Farksil Ftfksil Fbfksil Cb Cm Ean 96 4 M96 ROD3/4 v.012 896 .000 1.831 10.683 21.6 27 1 1 H2-1 97 4 M97 ROD3/4 .011 .911 .000 1.902 10.035 21.6 27 1 1 H1-3 98 4 M98 ROD3/4 .064 .938 .000 0 10.614 21.6 27 1 1 H1-3 99 4 M99 ROD3/4 .031 .975 .000 1.911 9.951 21.6 27 1 1 H2-1 100 4 M100 ROD3/4 .096 1.011 .000 1.981 9.293 21.6 27 1 1 H1-3 101 4 M101 ROD3/4 .042 .987 .000 0 9.362 21.6 27 1 1 H2-1 102 4 M102 ROD3/4 .100 .995 .000 0 9.951 21.6 27 1 1 H1-3 103 4 M103 ROD3/4 .045 .942 .000 1.845 10.556 21.6 27 1 1 H2-1 104 4 M104 ROD3/4 .168 .991 .000 1.902 10.035 21.6 27 1 1 1-11-1 105 4 M105 ROD3/4 .081 .935 .000 0 10.683 21.6 27 1 1 H2-1 106 4 M106 ROD3/4 .186 .991 .000 0 10.035 21.6 27 1 1 H1-1 107 4 M107 ROD3/4 .087 .938 .000 1.839 1 10.614 21.6 27 1 1 1 H2-1 108 4 1 M108 ROD3/4 .274 .995 .000 0 9.951 21.6 27 1 1 H1-1 109 4 M109 ROD3/4 .126 .942 .000 0 10.556 21.6 27 1 1 H2-1 110 4 M110 ROD3/4 .284 1 .995 .000 0 9.951 21.6 27 1 1 H1-1 111 4 M111 ROD3/4 .130 .938 1 .000 0 10.614 21.6 27 1 1 H2-1 112 4 M112 ROD3/4 .374 .975 .000 1.911 9.951 21.6 27 1 1 H1-1 113 4 M113 ROD3/4 .169 .938 .000 1.839 1 10.614 21.6 27 1 1 H2-1 114 4 M114 ROD3/4 .385 .975 .000 1.911 9.951 21.6 27 1 1 H1-1 115 4 M115 ROD3/4 .175 .938 .000 1.839 10.614 21.6 27 1 1 H2-1 116 4 M116 ROD3/4 .466 .975 .000 0 9.951 21.6 27 1 1 H1-1 117 4 M117 ROD3/4 .216 1 .945 .000 0 10.497 21.6 27 1 1 H2-1 118 4 M118 ROD3/4 .338 .906 .000 1.672 12.072 21.6 27 1 1 H1-1 119 4 M119 PLATE5X3/8 .236 1.61 .000 2.177 2.564 21.6 23.76 1 1 H1-1 120 4 M120 PLATE5X3/8 .027 0 .000 0 4.747 21.6 23.76 1.75 .6 H2-1 121 4 M121 1 PLATE5X3/8-Compre... RISA -2D Version 6.0 [C:\RISA\04299\RIGIDFRAME.r2d] Page 22 Y X -.64&4k -1.28k -1.28k -1.28k -1.12k -1.12k -1.28k _1.28k -1.28k -.8k -.8k 3.122 -3.122 6.798 6.797 Loads: LC 1, DL&LL Results for LC 1, DL&LL Reaction units are k and k -ft Gerard Homer and Associates BUBALUS CHEESE PLANT GBH Jan 8, 2005 at 3:49 PM 04299 RIGIDFRAME.r2d Y X N G'n�cS E fG"r0 a X28 ff 840 04y �Go teGE �A2n�ES �i�� l'�4 •7000 e4 SITE PLAN REVIEW APPLICATION Date: /.2l/�� AP# Permit Number (if applicable) d!5 ---J /O Or TION Owners Name:�7 Owners Address: _ _O Telephone No.: Situs Address: Proposed Use: Parcel Size: 6/• �,.2 G,o-ucs 0277-�vs'�' Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other . . ❑ Septic ❑ Agricultural Exempt Building ❑ Other:_ Brief Explanation (if necessary):_ ❑ Single Family Remodel a Commercial Remodel ❑ Industrial Remodel ❑ Well i• ` DO NOT WRITE BELOW THIS LINE i DEVELOPMENT SERVICES INFORMATION (For Staff Use) ,N Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval IN Site Plan Stamped Approved` ByDate �.2-10� Page l of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A .5- Gil- Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front o2o , 3o r Side ?� r �J Side Street Rear r Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: . Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with Co ty Stand for Deed Creation: E] No ❑ Yes ds Comments: Gil WJ S12oz1S . ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 F1 Subdivision Mau/Parcel Map: Map Date of Recording: Lot: Book: Page: ❑ Use Pennit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa ■❑ Page 4of5 C 0 x Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 Uertiiicate of Compliance: Residential Climate Zone 16 Ad, Mandatory Measures Checklist: Residential MF -IR f . Project TIUe / i•//��/! �d D /D �9�7 �_ NOTE Lo -rise msidt 'aa1 buildings subjou to _fie Sundarda must contain a ae'mea tau reW-k. of the complis+¢ aDDr�en stud. Items marten "Ut an asxntt (•) may be suDexbod by more sinngefl eompliaa¢ /l / — rte[_ led Project Adore= 19 C%%� Butldtrg emit Y l sopuurlersb lined on�,e f�cofm„ t trance When .1u checklist u Inco porated into the perms docurninta, the (aura noes shag . be conudaed by all prises as twtdtng muumum component performance speafaesuoru for the mandatory mcammes whether they are shnwm elsewhere set the oocurnenu or on this checklist only. • Qtuicd By/ Data - DoeumantatlooAuthor Telephone Fttforoerets Agency Use Only DESCRJFn0N' DESIGNER ENFORCEMENT .. BUILDING DATA Glass Area % Glass Building E"Clope Measures - 12.5352(a): Minimum ceiling insulation R•19 wathted a.cnge. North Conditioned Floor Area Number of Stories Z East 62.5352ibk Loose fill insulation rruuufaeuuv•s labeled R -Value_ §2.5352(cy Minimum wall insulation in Irmd walls R•11 weighted average (does not apply 10 Slab/Raised Floor Number of UnitsSOUth m eator mall [ ] Single Farni1 Detached SFD -- — --- gl Y ( ) [ ]Addition Along West ;2.5312(),), Stab edge insulation •west a t b>o�v trate no greeter thin o 39:, w,ao vapor tra„amts:idn �� no g,�, t,,,,, � �„J,Mn. [ ] Single Family Attached (SFA) [ ] Existing Building Skylight 12.5311: Insulation specified or installed meas California Er+cgy Commission (CEC) Quality -� [ ] Multi -Family (MF) [ ] Existing -Plus -Addition Total standdards andfo r § Vapor barriers mandatory in Climate zona 14 and 16 only. B UELDING SHELL INSULATION 12.5317: lnfiltrationJEa fit tration Conools a Dom and wmddws ba-mcondiumcd and unconditioned sp� dmgned to limit air Component Insulation Location/Comments • leakage b. Doors" -indo-s cenifiA _T—ype R -Value (attic:, tO garage, typical etc.) c- Doors and windows wmthcr=ppt& all joint and perromuorts c&uLkcd and seakd. §2-s3�� Special infiltration barrier installed to comply with 12-5351 mems CEC quality Walt .............. Wall 12-5352(d): Installation of Focpla= .............. 1. Masonry and factory.bui4 fireplaces have Roof - t Tight rating. closeable metal or glass door ............. Roof ............. - b. outside air intake .with damper and esnoof c Flue damper and conuol Floor ............. 2- No continuous burning gas pilots allowed. . Floor ............. - f HVAC and Plumbing System Measures -' Slab Edge §2-5352(1) and 2-5303: space cap 46orin g r g equaprrtentt y,:.. attach calculations ..... §2.5352(h) and 2.5315: Setback themgam an all applicable beating ar— -. GLAZING I Shading Devices ' 12-5316(3), Ducts constructed. installed and insulated per Chapter 10.1976 UMC §2.5316(b), I Eslaua systems have damper consols. Glazing Area G1M Type Interior Exterior . I Orientation Overhang Framing Type §2-531a(c), Gas rura spa— heating equipment has invsmittrnt ignition drvir-m 62-5314: HVAC a heaters.s {sf) (sin double i ) (roller blind, etc.) (shadescteem etc) (yesino) (metal/- �) � quipnnertt. watts xm cnccads and faucets certified by tlse CEC §2-5352(i) Waller heat= insulation blanket -12 « t (R greater) or combined interior/exterior ' North i ) i; insulation (R•16 or greater): fust S feet of pipes closest to tank insulated (R-3 or greater). +- North ( ) f 12-5312(Eaeeption 1k Pipe insulation on $team and steam condensate ruurn & ruirtvlating East _ ( ) piping, §2-5318(d): S.mmming Pool Hewing 1 " East, 1. System has_ /( SOLI L11 \ ) a. On/off switch on heater. b. Weatherproof insuuction plate on heater. Guth � ... - I e Plumbed to allow for solar. West ( j 2. 75 percent thermal efficiency. - 3. Pool coves. West - - .. 4. Time clock. 5. Dutxuornl water inlet. Skylight....... ( Lighting and Appliance Measures ^ THERMAL MASS ` - --' - r §2.53520)- Lighting . 25 lumenstwau or greater for general lighting in kitchens and baduooesu. t _ Type/Coveringlab/e Area Thickness - §2-5314(=), Gas fired appliances equipped with intermittent ignidon,devices. (slab/ezpoSe�, ti14 els.) (Sf] (inches) ).00atiOTl%J]CSCi'i tion D (kitchen, bath; etc.) §2.5314(1): Refrigentors, Mfrigcator•frccrra1. freezers and fluorescent lamp ballasts certified by the CFC Indicate make and model number. COMPLIANCE STATEMENT _ This mrtificstc of compliance lists the building features a rld'peifottn.ance spedficatiotls needed to Comply with HVAC SYSTEMSMinimum. Duct Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchipter 4, Article I of the California Administrative code. This cru6cate has been signed by die mdlvidtial with overall design responsibility and the building _ _ Type (��. air Efficiency Location Duca Output Manufacturer/ # owner, who shall retain a copy of it and transmit dX =c= to my subsequcnt purchaser of the building. __ conditionc, heat pump) (SE, SEER.HSPF) (attic, etc.) R -Value (Btuh) (or aoproved equal) _ - .D�gner ["'Btulding Owner Name Nun= • m ls l0. o I o- TilkJFar>L 1 • 1 T,lkrm Ls u Address: I j Addrtss:17u Sh 10 vAl I L 'R ctI Maximum Fumace Heating Output: Btuh Tckphonc / Tckphonc (D % % -� L% HOT WATER SYSTEMS tx. 8: Tank Manufacturer/Model # System Type n (storage gas, etc.) Capacity (or approved equal) Special Fearum(s) - (date) Documentation Author Enforctment Agency SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) Name: Name: TdC/Ftmt: Act. Addn=: Tekphate 1. Ceiling Insulation U -value -19 Number of stories Insulation in Floor R -value One Two Three R-0 -120 -59 -40 -R-19---' -10 -5 -0 R-30 .2 -1 -1 R-38 0 0 0 U -value -19 -13 -6 Insulation in Floor 0.50 -200 -99 -66 0.30 -118 -59 -39 0.10 -32 -16 -11 0.08 -23 -11 -8 0:06 -14 -7 -5 0.04 -5 -2 -2 0.02 5 2 2 0.00 14 7 4 2. Wall Insulation 22 16 11 Single- Single - -142 -67 Family Family Multi - R -value Detached Attached Family R-0 -102 -77 -51 R-11 -11 -8 -5 R-13 -8 -6 -4 R=19 .0 0 0 U -value -19 -13 -6 Insulation in Floor 0.80 -212 -160 -107 0.50 -132 -100 -67 0.30 -74 -56 -37 0.10 -11 -8 -6 0.08 -5 -3 -2 0.06 2 1 1 0.04 9 6 4 0.02 15 11 8 0.00 22 16 11 3. Raised Floor Insulation -19 -13 -6 Insulation in Floor -14 -9 -5 0.70 Number of stories -6 -3 R -value One Two Three R-0 -24 -12 -8 R-11 -5 -2 -1 R-19 0 0 0 R-30 4 2 1 U -value Loss 6 6 0.60 -218 -103 -67 0.50 -180 -85 -55 0.40 -142 -67 -44 0.30 -103 -49 -32 0.20 -64 -31 -20 0.10 -24 -12 -8 0.08 -17 -8 -5 0.06 -9 -4 -3 0.04 -1 -1 0 0.02 6 3 2 0.00 14 7 5 Controlled Ventilation Crawlspace 1 3 Number of stories 4 R -value One Two Three R-0 -15 -10 -7 R-5 -4 -5 -4.. R-11 -1 -3 -2 R-19 0 -2 .2 ( 4. Slab Edge Insulation 1.5 -3 1 Number of Stories 5 R -value One Two Three R-0 -13 -8 -4 R-5 -1 -1 0 R-7 0 0 0 F2 factor 0.90 -19 -13 -6 0.80 -14 -9 -5 0.70 -9 -6 -3 0.60 -4 -3 .1 0.50 0 0 0 0.40 5 3 2 5. Infiltration (Air Leakage) Interior Thermal Mass Specification Poinis .;�,terior Slab Floor Raised Floor Standard plass Stories Stories Effective Slab Edge Insulation SE or HSPF (assumes ducts in attic) Heat Loss %Glass :CFA 0.0 One -10 Two Three -6 -4 One -2 Two -1 Three -1 6 12 4 na 16 9 6 11 0.1 -9 -5 -3 -1 0 0 6. Glass Heat Loss 6 6 9 4 0.3 -8 -4 1-2 5 0 1 1 Total 4 5 8 4 U -value 9 0.5 -7 -0 •1 1 2. 2 Percent 6 4 .51 to .41 to .31 to 0.30 or 0.7 0.9 -6 -5 -2 -1 •1 0 2 2 2 3 3 4 Glass Single Double .60 .50 .40 less 1.1 -5 -1 1 3 4 4 50 -190 -85 -63 -41 -20 1 1.3 -4 0 2 4 5 5 40 -141 -59 -42 -25 -8 8 1.5 -3 1 3 5 6 6 35 -117 -46 -31 -17 -2 12 2.0 -1 3 4 6 7 8 30 -93 -04 -21 -9 3 15 2.5 0 4 6 8 9 9 29 -88 -31 -19 -7 5 16 3.0 1 5 7 9 10 10 28 -84 -29 -17 -6 6 17 3.5 2 6 8 10 11 12 27 -79 -26 -15 -4 7 17 4.0 3 .7 9 11 12 13 26 -75 -24 -13 -3 . 8 18 4.5' 4 8 10 12 13 14 25 -70 -22 -11 -1 9 19 5.0 5 9 11 13 14 14 24 -65 -19 -9 1 10 19 5.5 6 10 12 14 15 15 23 -61 -17 -7 2 11 20 6.0 7 11 12 15 16 16 22 -56 -14 -5 4 12 21 6.5 7 11 13 15 16 16 21 -52 -12 -3 5 13 22 7.0 8 12 13 16 17 17 20 -47 -9 -1 7 15 22 7.5 8 12 14 16 17 17 19 -43 -7 1 8 16 23 8.0 8 12 14 ' 16 17 18 18 -39 -5 3 10 17 24 8.5 9 13 14 17 18 18 17 -34 -2 4 11 18 24 1.4 1.7 1.9 Z1 13 2S 2.7 16 -30 0 6 13 19 25 4.4 4.6 48' S 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 15 -25 2 8 14 20 26 14 -13 -21 -17 5 7 10 12 16 17 21 22 26 27 10. Exterior Wall Thermal 11 Mass 12 -12 9 14 19 23 28 Exterior Single- 6.1 Single - 70% 1.2 11 -8 12 16 20 24 28 Wall 11 Family IS Family 3.9 Multi 10 -4 14 18 21 25 29 Mass 6 Detached Attached Family 9 8 0 4 16 18 19 21 23 24 26 27 30 30 0.00 3 0 14 0 11 0 42 4.4 4.6 4.3 5.1 5.3 5.5 0.20 0.40 S.9 2 5 6.3 2 4 80% 1 2 1.6 1.1 2 22 24 26 2.1 3 0.60 3.5 7 3.9 6 4.3 4 4.7 4.9 S.1 54 5.6 58 6 0.80 64 10 15% 8 1.7 5 7. Shading (Shade Open) ... 2.7 1.00 3.1 13 3.S 10 4 6 4.4 46 4.8 S 52 54 56 1.20 6.1 16 6S 12 90% 8 1.7 Effective Percent Glass 2.2 1.40 26 19 3 14 3.4 9 38 4.1 (percent glass x.SC) 4.7 4.9 1.60 53 22 5.7 16 62 11 66 66 95% 1.5 1.8 2 Z2 1.80 2.7 22 3.1 19 3.5 12 Effective Slab Edge Insulation SE or HSPF (assumes ducts in attic) Heat Loss %Glass North East South West Skylight 18 10 6 12 4 na 16 9 6 11 4 na 14 7 6 10 4 na 12 6 6 9 4 na 11 5 5 8 4 na 10 4 5 8 4 4 9 4 4 7 4 5 8 3 4 6 4 5 7 2 3 5 3 5 6 2 3 4 3 6 5 1 2 3 2 6 4 1 1 2 1 6 3 0 0 0 0 5 2 -1 -2 -3 -2 4 " 1 -1 -4 -6 -3 3 0 -2 -6 -11 -6 0 na = not allowed 11.0 20 16 12 8 4 0 8. Shading (Shade Closed) 23 18 14 9 5 Effective Percent Glass 13.0 25 20 15 (percent glass x SC) 0% Effective 0.2 04 10 8 6 4 2 0 %Glass North East South West Skylight 18 -9 -32 -46 -45 na 16 .8 -27 -39 -38 na 14 -6 .23 -32 -31 na 12 -5 -18 -25 -24 na 11 -5 -16 -22 -21 na 10 -4 -14 -19 -18 -63 9 -4_." -13 =16 -15 -54 8 -3 . -10 -14 -13 -46 7 -3 -8 -11 -11 -38 6 -2 -6 -8 -8 -30 b -1 -4 -5 -6 -23 4 -1 -2 -3 -3 -17 3 0 -1 -1 "•1 -11 2 0 1 1 2 -7 1 1 2 3 4 -3 0 1 4 4 6. 0 na = not allowed Unit Size (sf) 1.1 Water 699 700 1200 1700 2200 2.00 .22 21 14 J. Heating System Slab Edge Insulation SE or HSPF (assumes ducts in attic) Heat Loss Sum of 1.6 \Glass -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less . -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 a. North 0.75. 6.88 4 4 3 3 3 2 attic) 0.80 7.33 11 10 9 8 7 6 c. South 0.85 7.79 16 15 13 12 10 9 d. West 0.90 8.25 21 19 17 15 13 11. or -24 to .1410 0.95 8.71 26 24 21 19 16 14 or Effective SE or HSPF less .15 -5 (SE or HSPF x duct efficiency) 8.0 Effective -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -94 -85 -76 -68 -59 -50 na 3.41 -57 -52 -46 -41 -36 -31 0.40 3.67 -43 -39 -35 -01 .27 -23 0.50 4.58 -13 -12 -11 -10 -8 -7 0.56 5.13 0 0 0 0 0 0 0.60 5.50 7 6 6 5 4 4 0.70 6.42 21 19 17 15 13 11 0.80. 7.33 32 29 26 23 20 17 0.90 8.25 40 37 33 29 25 22 1.00 9.17 47 43 38 34 30 25 Zonal Control Adjustment 3 2 System Type 11.0 Resistance 10 9 7 6 5 3 Other 6 5 4 4 3 2 12. Cooling $f ,tem Slab Edge Insulation 5..Infiltration 6. Heat Loss \Glass SEER Shading (Shade Open) X a. North (assumes ducts in attic) = c. South Sum of 7-10 d. West -25 or -24 to .1410 -4 to +610 16 or SEER less .15 -5 +5 +15 more 8.0 -6 -5 -3 -2 -1 0 8.5 -2 .2 -1 -1 0 0' 8.9 0 0 0 0 0 0 9.0 1 0 0 0- 0 0 9.5 3 3 2 1 1 0 10.0 6 4 3 2 1 0 10.5 8 6 5 3 2 0 11.0 10 8 6 4 2 0 12.0 13 10 8 5 3 0 13.0 16 13 9 6 3 0 Effective SEER 10.7216.61 (SEER x duct efficiency) Sum'of 7-10 Effective -25 or -24 to -14 to -4 to +6 to 16 or SEER. less -15 -5 +5 +15 more 5.0 -16 "-13 -10 -6 -3 0 6.0 -5 -4 -3 -2 -1 0 6.6 0 0 0 0 0 0 7.0 3 2 2 1 1 0 8.0 9 7 5 4 2 0 9.0 13 11 8 5, 3 0 10.0 17 14 10 7 3 0 11.0 20 16 12 8 4 0 12.0 23 18 14 9 5 0 13.0 25 20 15 10 5 0 0% Zonal Cont of Adjustment 0.2 04 10 8 6 4 2 0 13 To Cooling System Installed -1.7 Stories 2.1 2.3 2S One 0 0 0 0 0 1 0 Two+ 5 4 __3 -.. 2 _.-.0 _. 3 13. Water Heating 4.6 4.6 Sl ie -Family Detached and Attached 53 -- Unit Size (sf) 0.4 Water 1199 1200 1700 2200 2700 Heater Credit or to to to or Type Type less 1699 2199 2699 more I SG None 0 0 0 0 0 j or Solar 12 8 6 5 4 HP HWR 9 6 4 3 3 20% WSB 17 12 9 7 6 1 POU 9 6 4 3 3 SE None -09 -26 -19 -15 -13 27 Solar -2 -1 -1 -1 -1 15 HWR -18 -12 -9 -7 -6 43 WSB 2 2 1 1 1 52 POU -18 -12 -9 -7 -6 IG None -2 -1 -1 -1 -1 1.4 Solar 10 7 5 4 3 22 POU 7 5 3 3 2 IE None -28 -19 -14 -11 -9 3.2 Solar 10 7 5 4 3 4.7 POU -7 -5 -3 -3 -2 56 Multi -Family (individual units) 40% i Unit Size (sf) 1.1 Water 699 700 1200 1700 2200 Heater Credit or to to to or Type Type less 1199 1699 2199 more SG None '0 0 0 0 0 or Solar 14 7 5 3 3 HP HWR 10 5 3 3 2 59 WSB 29 14 10 7 6 11 POU 10 5 3 3 2 SE None -46 -23 -15 .12 -9 3 Solar 2 1 1 0 0 11 HWR -23 -11 -8 -6 -5 4.5 WSB 22 11 7 5 4 5.5 POU -23 -11 -8 -6 -5 IG None -2 -1 -1 0 0 1.5 Solar 11 6 4 3 2 14 POU 8 4 3 2 2 IE None -28 -14 -g -7 -6 4.1 Solar 22 11 7 6 4 4.9 POU -4 -2 -1 -1 -1 Point System Summary: Climate Zone 16 SCORE CARD Measures - 1. Ceiling Insulation or R -value 1381 U -value (0.030] 2. Wall Insulation or _... _..... . R -value [ 191 U -value (0.066] 3. Raised Floor Insulation 4. Slab Edge Insulation 5..Infiltration 6. Heat Loss \Glass 7. Shading (Shade Open) X a. North - Interior MassICFA = c. South X d. West e. Skylight 8. Shading (Shade Closed) X = X = X = X = X = TYPE 1 MASS AREA + � CONO. FLOOR AREA S ' ,t.; •o nes.. 7, TYPE 2 MASS AREA 8 - Trprli KXS3 (UINC b 4.2. lot c.pa■ed X sl.bl SE or HSPF Dua Efficiency [0.781 Effective SE or 10.7216.61 HSPF 10.56/5.151 0% S% 10% 15% 20% 25% W%, 35%. 4p% 45% 50% 55% W% 6Sx 70% 75% 80% d5% W% 95% 100% toy% 110% 115% 120% 125`. 0% 0 0.2 04 06 0.6 1.1 13 1.5 -1.7 1.9 2.1 2.3 2S 2.7 29 32 14 3.6 3.6 4 4.2 44 4.6 4.6 S 53 10% 0.2 0.4 06 0.6 1 1.2 1.4 1.6 1.9 2.1. 23 25 27 2.9 11 33 3.5 17 4 4.2 4.4 45 4.6 5 52 54 20% 0.3 0.6 06 1 12 1.4 1.5 1.6 2 Z2 Z4 27 29 3.1 13 15 17 3.9 4.1 43 4.5 43 5 52 5.4 s6 30% 0.5 0.7 09 1.1 1.4 1.6 1.6 2 22 14 16 26 3 3.2 IS 17 3.2 4.1 43 4.S 4.7 4.9 5.1 S.3 56 • 56 40% 0.7 o.9 1.1 13 1.5 1.7 1.9 Z2 U 16 2.6 3 32 3.4 15 3.1 4 4.3 4 5 4.7 4.9 5.1 53 5.5 5 7 59 So% 0.9 1.1 11 13 1.7 1.9 11 2.3 2S 2.7 3 12 14 3.8 11 4 42 4.4 4.5 4.6 i1 5.3 5.5 5.7 5.9 6.1 M 0.9 1.1 1.4 1.5 1.8 2 22 14 2.6 26 3 32 35 3.7 19 4.1 43 4.S 4.7 4.9 5.1 53 56 56 6 62 60% 1 12 1.4 1.7 1.9 Z1 13 2S 2.7 2.9 11• 3.3 35 3.1 4 4.2 4.4 4.6 48' S 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.1 1.9 22 14 26 26 3 12 14 35 11 4 4.3 4.5 4.7 4.9 5.1 53 5S 5.7 5.9 6.1 66 70% 1.2 1.4 1.6 1.8 2 22 15 Z1 29 11 3.3 IS 3.7 3.9 4.t 43 4.5 4.6 S 52 5.4 56 S6 6 62 64 75% 13 13 1.1 19 2.1 2-3 2-5 2.7 3 12 14 16 11 4 42 4.4 4.6 4.3 5.1 5.3 5.5 5.7 S.9 6.1 6.3 63 80% 1.4 1.6 1.1 2 22 24 26 2.1 3 3.3 3.5 17 3.9 4.1 4.3 4.5 4.7 4.9 S.1 54 5.6 58 6 62 64 66 15% 1.4 1.7 1.9 2.1 13 IS 2.7 29 3.1 33 3.S 16 4 42 4.4 46 4.8 S 52 54 56 59 6.1 63 6S 6 7 90% 1.5 1.7 2 2.2 14 26 2.6 3 32 3.4 3.6 38 4.1 4.3 4.S 4.7 4.9 5.1 53 SS 5.7 5.9 62 64 66 66 95% 1.5 1.8 2 Z2 IS 2.7 2.9 3.1 33 3.5 17 3.9 4.1 4.3 4.5 4.1 S S.2 SA 5.5 5.4 6 6.2 6.4 6.7 69 100% 1.7 1.2 2.1 2.3 1S 28 3 12 3A 3.6 11 4 4.2 4.4 4.6 4.9 5.1 5.3 53 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 22 2.4 26 26 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 6.2 64 66 68 7 110'. 1.9 21 2.3 IS 27 29 11 13 3.6 31 4 4.2 4.4 4.5 4.8 5 52 5.4 5.7 5.9 Q1 5.3 65 6.7 69 7.1 115% 2 22 24 2.6 26 3 3.2 14 3.5 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 59 6.2 6.4 6.8 6.8 7 7.2 120% 2 2.3 ZS 2.7 19 3.1 13 3.5 3.7 3.9 4.1 4.4 4.6 4.8 S 5.2 5.4 5.5 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 13 1S 28 3 32 3A 16 3.8 4 4.2 4A 4.6 4.9 5.1 5.3 55 5.7 5.9 6.1 5.3 6S 6.7 7 7.2 7.4 Point System Summary: Climate Zone 16 SCORE CARD Measures - 1. Ceiling Insulation or R -value 1381 U -value (0.030] 2. Wall Insulation or _... _..... . R -value [ 191 U -value (0.066] 3. Raised Floor Insulation 4. Slab Edge Insulation 5..Infiltration 6. Heat Loss \Glass 7. Shading (Shade Open) X a. North - - b. East - = c. South X d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Hass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? (Y / N ) 13. Water Heating or R-value[191 U -value [0.0371 or R -value [7] F2 factor (0.51) -- Standard Type [double] U -value 10.651 90 Total Glass [ 161 Point Scores % Glass Sc. _ Eff. % Glass - X = X = X = X = X = % Glass SC Eff. % Glass X = X = X = X = X = TYPE 1 MASS AREA + � CONO. FLOOR AREA S ' Interior iv,ss/CFA TYPE 2 MASS AREA 8 !Ttcrior W&11 Mass ND. FLOOR AREA X = SE or HSPF Dua Efficiency [0.781 Effective SE or 10.7216.61 HSPF 10.56/5.151 X SEER [8.91 Duct Efficiency [0.741 Effective SEER 16.591 Type (SG] Credit [none] Sum 7-10 Mandatory Measures Checklist: Residential MF -1R Certificate of Compliance: Residential Climate Zone NOTE: Lownse resiaential buildings subject to the Standards must contain these measures regardless of the compliance 11 approach used. Items marked with an asterisk (') may be superseded by more'stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by alM parties as binding minimum component performance specifications for the pro ectTltle ry/J 7 �/ mandatory measures whether they are shown elsewhere in the documents or on this checklist only. j ��s/�i'+ "� ` . ^GT a � Building Permit k DESCRIPTION DESIGNER ENFORCEMENT Pre)ectAddr— J ChedkedBy/Date Building Envelope Measures' eog<e . • §150(a): Minimum R-19 ceiling insulation. Documentation Author Telephone Fnforcanent Agency Use Only §150(b): Loose fill insulation manufacturer's labeled FI -Value. Fenestration • §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). B LrELDING DATA Area % • §150(d): Minimum R. raised floor insulation in framed floors; minimum R-8 in canaete raised floors. North 0.7 Conditi oor Area / 73 Number of Stories East — §150(l): Stab edoe insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no S 1 b/Ra�Ftoo Number of .Urtits _� South O greater than 2.0 permrinch. §118: Insulation specified or installed meets California Energy Commission quality standards.Sln a amily Detached (SFD) [ J Addition Alone West Indicate type and form. (] Single Family Attached (SFA) [) Existing Building Skylight 4 O §116-17: Fenestration Products, Exterior Doors and Inf!Itration/Exfiltration Controls [ ] Multi -Family (MF) [ ] Existing -phis -Addition Total a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. t b. Manufactured fenestration products have label with certified U•value, and infiltration certification. c. Exterior doors and windows weatherstripped; ail joints and penetrations caulked and sealed. 150 Vapor bathers mandato in Climate Zones 14 and 16 only. B UII.DING SHELL INSULATION § (9)� � mandatory Y• §150(0: Special infiltration barrier installed to comply with §151 meets Commission quality standards. t Component Insulation Location/Comments §150(e): Installation of Fireplaces. Decorative Gas Appliances and Gas Logs TyN R-Value(aside„ to ora 0. •'z. eft:) ` 1. Masonry and lactory-built fireplaces have: a Closeable metal or glass door Roof ............. b. Outside air intake with damper and control c. Flue damper and control RooWal f .......... 2. No continuous burning gas pilots allowed. wall owed. - ••••••••••••••. Space Conditioning, Water Heating and Plumbing System Measures wall ...........«. - Floor ............. R §110.13: HVAC eawgment. water heaters, showerheads and faucets certified by the Commission. • % ' §150(i): Setback thermostat on all applicable heating systems. i Floor...' §150(j): Pipe and Tank Insulation Slab Edge ....i '> 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation FENESTRATION Shading Devices (R-12 or greater) or combined intenouexterior insuiation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). �Interior Overhang -Fenestration _Area Type ntExterior OverhFraming Type 3. All buried or exposes piping insulated in recirculating sections of hot water system. t 4. Cooling system piping below 55°F insulated. Orientation S (sin double) oUer blind. etc.) (shadesaeen. etc.) e7/no) (mettl/wood) 4 5. Piping insulated between heating source and indirect hot water tank. • §1501ml: Ducts and Fans ! North .� 1. Ducts constructed, installed and seared to comply with UMC Sections 1002 and 1004: ducts insulated North to a minimum installed value of R-4.2 or ducts enclosed entirety within conditioned space. s 2. Exhaust tan systems nave oackdrah or automatic dampers East. ( ) k 3. Gravity venbiagno systems serving conditioneo space have either automatic or readily accessible. East manually operawo oampers.. ( ) - South §114: Pool and Spa Heating Systems and Equipment - $OU C21 ( ) 1. System is aerdfiea with 78% thermal efficiency, on-off switch, weatherprooi operating instructions. West ( ) no eiectric resistance neauno and no plot light. 2. System is instaileo with: West a. At least 36' gibe between fitter and heater for future solar heating. Skylight....... b. Cover for outcoor pools or oukaoor spa. 3. Pool system nas arectionei inlets ano a circulation Dumb time switch. THERMAL MASS §115: Gas-fireo centra turnace. pool neater• spa neater or housenold coaxing appliance have no Type/COverirg Area Thickness continuousiy outing p!ioi light. (Exception: Non -electrical cooking appliance with pilot < 150 Stwhr.) (slab/exposed, tile, etc.) (Sf) (inches) Location/Descriotion (kitchen. bath, etc.) Lighting Measures §1 SOW: 40 lumenswan or areater for general lighting in kitchens and rooms with water closets: and _ recesses ceiiing fixtures tC iinsuiation coven approved. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications deeded to compty'with Title 24, Parts 1 arid 6, of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the HVAC SYSTEMS Minimum Duct individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple Type ([ornate, air Efficiency Location Duct Heat Pump orierttations, any shading feature that is varied is indicated in the Special FeattueslRemarks section conditioner, heeiyulnr)) AMMSEER,HSPF) (attic. etc-) Ra -Value Thermostat Tyne ' (snl i t or tike) Designer or Owner (per Business, a professions Code) Documentation Author. 7. ; e ,� �� Nana: Name: Na: T -T Title/Fmm: Tide/Firm: /� Q Address: Address: Telephone: Telephone:51 IIOT tiVATER SYSTEMS ..,• �. tdate) Tank �c V lte ignature) (°ora) (signature)Svstem T (storage as. etc.) Capacity Ntlm er Ener Factor �ti N_'"' Enforcement Agency Name: {. , Tide: Agency: j SPECIAL FEATURES/REMARKS 1 Y Telephone: (signaturerstamp) (date) Point System Summary: Climate Zone 11 1. Ceiling Insulation or R- ue ( U -value 10.0281 2. Wall Insulation ( or value (1 1.11 -value [0.0651 3. Raised Floor Insulation ( or Wv- ue fig] U -value 10.0371 4. Slab Edge Insulation or R -value 101 F2 tactor (0.751 5. Infiltration Any Ducts in Unconditioned Space? ( Y / N) [Y] 6. Fenestration Heat Loss fe Type U -value (0.651 Total % Fenes. 11 7. Fenestration Heat Gain % Fenestration • SCshade open Eff. % Fenas. Shade Eff. Rat North x 7 East x = 3 .7 7 South O X = � West -'1_ x 4 Skylight x = Overhangs? ( Y / N ) 8. Interior Thermal Mass or % Exp. Slab 1201 Int Mass/CFA 9. Exterior Wall Mass ExL Wall Mass 10. Heating System 7 8 x Three Number AFUE 0r HSPF Duct Etfic.11 story: Effective AFUE Zonal Control (78% or 6.81 0.63; 2+ s: 0.881 �q or HSP E% 11. Cooling System -48 x / _ • -5 SEER 110.01 Duct Etfia (1 story: Effecwe SEER -1 -1 0.81; 2+ story: 0.871 R-38 12 water Heating 0 0 2. Wall Insulation System 1 15C-6 5.�, D f.2- / / �A Heater Type Energy EXL Ins. R-vaiue Auxiiiary Input (SG501 10.531 1121 (None( Point Scores O O 0 6j Sum 1.6 Zonaii.Corutol Adjustment (01 AA Distribution (ST'DI System 2 Heater Type [None( Energy Factor E:L Ins. R -value Auxiiiary input Distribution 1. Ceiling Insulation One Two Three Number Sum 7-9 0 O Zonal Control Two Adjustment (01 R -0 Zonaii.Corutol Adjustment (01 AA Distribution (ST'DI System 2 Heater Type [None( Energy Factor E:L Ins. R -value Auxiiiary input Distribution 1. Ceiling Insulation One Two Three Number of stones 0 R -value One Two Three - R -0 -74 -48 -27 R-19 -5 -4 -2 R-30 -1 -1 0 R-38 0 0 0 2. Wall Insulation .51 .46 .41 Single` Single- Percent . Family Family Wilti- R-value Detached Attarned Famitv R-0 -72 -57 -43 R-11 -7 •6 -4 R-13 -5 -4 -3 R-15 -4 -3 .2 R-19 0 0 0 R-21 1 1 1 3. Raised Floor Insulation -100 -76 Imcd-bon in Floor -62 -55 Number of stones -41 R -value One Two Three R-0 -14 -9 -5 R-11 -3 .2 -1 R-19 0 0 0 R-30 2 1 -22 Point Total: 4. Slab Edge Insulation Number of Stones rajue One Two Three .51 or less R-0 0 0 0 5. Infiltration (Duct Air Leakage) R-5 6 4 2 Ducts in Unconditioned Soave 0 R-7 7 4 2 No Ducts in Unconditioned Space 3 6. Fenestration Heat Loss .91 .81 7. Fenestration Heat Gain (based on Shade Eftecuveness Rano) Elt % Fen. eso -more Von North .87 .67 .S2 or to to .86 .66 31 or less East .87 .67 .52 or to to more .86 .66 .51 or less .87 or more South .67 .52 to to .86 .66 .51 or less U -value .51 or less Skylight .67 .66 or or more less 18: 5 -4 .3 -2 Total 1.31 1.21 1.11 1.01 .91 .81 .76 .71 .66 .61 .56 .51 .46 .41 .36 .35 Percent or to to to to to to to to to to 10 to to to or Fenestration more 130 1.20 1.10 1.00 .90 .80 .75 70 65 60 55 .50 45 40 less Sox -100 -76 -69 -62 -55 -48 -41 -38 •34 -31 -27 -24 -20 -17 -13 -10 4011. -77 -S8 -52 -47 -41 -36 -30 -27 -25 -22 -19 -16 •13 -.11 -8 -5 35% -66 -9 -td -39 -34 -29 -25 -22 .20 .17 •15 -12 -10 -7 .5 -3 3011. -54 -40 -36 -31 -27 -23 -19 -17 -15 -13 -11 -8 46 -4 .2 0 280/. •50 -36 -32 -28 -25 -21 -17 -15 -13 -11 -9 -7 -5 -3 -1 1 261/. -45 -33 -29 -25 -22 -18 -14 -13 -11 -9 -7 -5 -4 -2 0 2 24% -bt -29 -26 -22 -19 -16 -12 -11 .9 -7 -6 -t .2 .1 1 3 M. •36 -25 -22 •19 -16 -13 -10 -8 •7 -5 -t -2 -1 1 2 4 20% -31 -22 -19 -16 -13 -11 A -6 -5 -4 -2 -1 1 2 3 5 18% -27 -18 -16 -13 -11 -8 -6 -t -3 -2 -1 1 2 3 4 6 16% -22 -14 -12 -10 -8 -6 -3 -2 -1 0 1 2 3 4 6 7 14% -18 -11 •9 -7 -5 -3 -1 0 1 2 3 4 5 6 7 8 12% -13 •7 -6 .4 -2 -1 1 2 3 4 4 5 6 7 8 9 10x -0 -b -2 -1 1 2 3 4 5 S 6 7 8 8 9 10 8% -t 0 1 2 3 4 6 6 7 7 8 8 9 9 t0 11 7. Fenestration Heat Gain (based on Shade Eftecuveness Rano) Elt % Fen. eso -more Von North .87 .67 .S2 or to to .86 .66 31 or less East .87 .67 .52 or to to more .86 .66 .51 or less .87 or more South .67 .52 to to .86 .66 .51 or less West .87 .67 .52 or to 10 more .86 .66 .51 or less Skylight .67 .66 or or more less 18: 5 -4 .3 -2 -21 -20 45 •12 .26 .23 •16 -12 -36 •32 .23 .16 .75 -50 16% -4 -4 .2 -1 -18 -16 -13 •10 -21 -19 -13 -9 -31 -27 -19 -14 -65 -44 14% -4- -3 .2 .1 -14 -13 -11 -8 -16 -14 -10 •7 .26 •23 .16 .11 .55 .38 121. •3 -2 .1 •1 -11 -10 -8 -0 .12 -10 -7 -4 -21 •18 .13 -8 -46 -31 11% -2 -2 .1 0 -10 -9 -7 -0 .10 -8 •5 •3 -19 -16 -11 •7 .41 .28 109'6 -2 -2 .1 0 -8 -8 -6 •5 -0 .7 .4 •2 •16 -14 -9 -6 -37 •25 9% '-2 -1 .1 0 -7 -7 -5 -4 -6 .5 .3 •1 -14 -12 -8 -5 -32 -22 8Y. -1 -t .1 0 -6 -5 .4 .4 -4 .4 -2 0 •11 -10 -0 -4 -28 -19 71/. .1 -1 0 0 -5 -4 -0 -3 •3 •3 .1 0 -10 -8 -5 -3 •24 -17 6% -1 -1 0 0 -4 -4 -3 -2 -2 .2 -1 0 -8 -7 .4 -2 •20 .14 5% -1 0 0 0 •3 .3 .2 •2 .2 .1 0 0 -6 -5 -3 -1 -16 •12 4% 0 0 0 0 -2 -2 -1 -1 i -1 0 1 -4 -4 -2 0 -12 -10 3% 0 0 0 0 -1 -1 -1 0 0 0 0 1 -2 -2 0 1 -9 -7 2% 0 0 0 1 0 0 0 0 0 0 1 1 0 0 1 2 -6 -5 1% 1 1 1 1 1 1 1 1 0 0 0 0 1 1 2 2 •3 -2 0% 1 1 1 1 1 1 1 1 0 0 0 0 3 3 3 3 0 0 8. Interior Thermal Mass Houses with Ducts (R-4.2) Estenor Method A (Slabon-grade Construction Only) Pelcm One Family Two Det icned Three Exposed Ston 0 Stories Stones 0 3 -3 2 .2 7 .1 10 0.60 .2 8 .1 0.80 .1 20 7 0 14 0 9 0 30 13 1 1.40 1 14 1 . 40 21 3 13 2 23 1 50 2.00 4 19 3 1 2 6o 85% 5 7.2. 3 4 2 70 2 6 90% 4 7.6 2 80 5 8 3 5 95% 3 90 11 9 7 6 4 3 100 Sum of 7-9 10 13 6 9 4 4 2 Method B Effective AFUE or HSPF AC Int less Slab Raor .5 Raised Floor Mass more Stories Sum of 1-0 Stones - /CFA One Two Three One Two Three 0.0 -11 4 -6 .1 -1 0 0.1 -10 -7 -6 _ 0 0 0 0.3 -9 -6 -5 1 1 . 1 0.5 4 -5 -4 2 2 2 1.0 .6 -3 .1 4 4 5 1.5 -4 .1 1 6 6 6 2.0 -2 2 4 8 8 8 2.5 1 3 5 - 9 9 9 3.o 3 1 5 11 10 10 4.0 4 6 7 13 13 13 5.0 4 6 8 14 14 14 6.0 5 7 9 15 IS 15 7.0 7 8 10 16 16 16 8.0 8 9 11 18 17 17 9. Exterior Wall Thermal Mass Houses with Ducts (R-4.2) Estenor Single- Single- Multi Wall - Family Family Family Mass Det icned Anacned -14 to 0.00 0 0 0 0.20 3 3 2 0.40 7 5 4 0.60 9 8 6 0.80 12 10 7 1.00 14 12 9 1.20 17 13 10 1.40 18 14 11 1.60 21 17 13 1.80 23 18 /4 2.00 24 19 14 10. Heating -System Houses with Ducts (R-4.2) 1000 WaterHeamtg SEER to Houses With Ducts (R42) Sum of 7-9 1499 .90 spin Pctg -25 or -24 to -14 to Sum of 1.6 16 or AC Gat Split Pkg -25 -24 -14 .4 +6 16 AFUE HP HP or to to to to or . NSPF NSPF less -15 -5 +5 +15 more 7811. 6.8 6.6 - 0 0 0 0 0 0 80Y. 7.0 6.8 1 1 1 1 0 0 85% 7.4 7.2. 5 4 3 2 2 1 90% 7.8 7.6 8 7 5 4 3 1 95% 8.3 8.0 11 9 7 5 4 2 100x"-8.7 Sum of 7-9 8.5 13 11 9 7 4 2 -4 to .6 to Effective AFUE or HSPF AC AC less (AFUE or HSPF x duct efficiency) .5 Effective .15 more One Story House Sum of 1-0 Gas Split Pkg -25 -24 -14 -4 +6 16 AFUE HP HP or to to to to or 7.0 HSPF HSPF 1855 -15 -5 +5 +15 mom One Story House 8.0 7.8 -1 0 0 0 33% 2.9 2.8 -62- -S3 -4d -34 -25 -16 407. 3.5 3.4 -40 -34 -28 -22 -16 -10 5011. 4.4 4.2 -19 -16 -13 -10 -7 -5 60% 5.2 5.1 -4 -4 -3 -2 -2 -1 64% 5.6 5.4 0 0 0 0 0 0 700/6 6.1 5.9 6 5 4 3 2 1 W. 7.0 6.8 13 11 9 7 5 3 90% 7.8 7.6 19 16 13 11 8 5 100% 8.7 8.5 24 20 17 13 10 6 Two or Three Story House -8 -3 0 7.0 6.8 33% 2.9 2.8 -69 -S8 -48 -37 -26 -15 4011. 3.5 3.4 -06 -39 -32 -24 -17 -10 50% 4.4 4.2 -24 -20 •16 -13 -9 -5 60% 5.2 S.1 -9 -8 -6 -5 -3 -2 69% 6.0 5.8 0 0 0 0 0 0 70% 6.1 5.9 1 1 1 1 0 0 80% 7.0 6.8 9 8 6 5 3 2 90% 7.8 7.6 15 13 10 8 6 3 1007- 8.7 8.5 20 17 14 11 8 4 Zonal Control Adjustment System Type Resistance 6 4 3 2 1 0 Other . 3 3 2 1 1 0 11. Cooling System Adjustment for No Tank Insulation N umo r of want Herrs water Heater Tvoe One Two SG50 .2 .5. SG -,S .3 a SE •5 -0 HP -2 -4 House Sbm Adjustment Haae Sae (n2) subtotal Houses with Ducts (R-4.2) 1000 WaterHeamtg SEER to Peen Score Sum of 7-9 1499 .90 spin Pctg -25 or -24 to -14 to -4 to +6 to 16 or AC AC less -15 -5 +5 .15 more 10.0 9.7 0 0 0 0 0 0 11.0 10.7 4 3 2 2 1 0 12.0 11.6 8 6 5 3 1 0 13.0 12.6 11 9 6 4 2 0 14.0 13.6 13 11 8 5 2 0 15.0 14.6 16 12 9 6 2 0 IE All Effective SEER -21 -12 (SEER x duct efficiency) 180 4 Ell SEER -5 -1 4 Sum of 7-9 Two Water Heaters - No AnzMar7 Credits SDIft PcKg -25 or -24 to -14 to -4 to .6 to 16 or AC AC less -15 .5 +5 .15 more One Story House 1 471 6 5.0 4.9 -29 -23 -17 -11 -4 0 6.0 5.8 -16 -13 -9 -0 -2 0 7.0 6.8 -7 46 -d •3 -1 0 8.0 7.8 -1 0 0 0 0 0 8.1 7.9 0 0 0 0 0 0 9.0 8.7 5 4 3 2 1 0 10.0 9.7 9 7 5 3 1 0 11.0 10.7 12-- 10 7 4 2 0 120 11.6 15 12 9 6 2 0 13.0 12.6 18 14 10 6 3 0 14.0 13.6 20 16 11 7 3 0 15.0 14.6 22 17 12 8 3 0 Two or Three Story House 5.0 4.9 -35 47 -20 -13 •5 0 6.0 5.8 -21 -17 •12 -8 -3 0 7.0 6.8 -11 A -7 -4 .2 0 8.0 7.8 -4 .3 -2 -1 -1 0 8.7 8.4 0 0 0 0 0 0 9.0 8.7 2 1 1 1 0 0 10.0 9.7 6 5 4 2 f 0 11.0 10.7 10 8 6 4 1 0 12.0 11.6 13 10 7 5 2 0 13.0 12.6 16 12 9 6 2 0 14.0 13.6 18 14 10 6 3 0 15.0 14.6 20 16 11 7 3 0 Adjustment for No Tank Insulation N umo r of want Herrs water Heater Tvoe One Two SG50 .2 .5. SG -,S .3 a SE •5 -0 HP -2 -4 House Sbm Adjustment Haae Sae (n2) subtotal Nat 1000 WaterHeamtg than to Peen Score 1000 1499 .90 17 -5 .25 .14 .4 -20 -11 -3 -15 -9 .3 -10 -6 .2. .5 a .1 0 0 0 5 3 1 10 6 2 15 9 3 20 11 3 25 14 4 House She Adjustment SG50 AD House Sae (ftp subtotal 15M 2000 Water Hating to or Poen Scare 1999 more -30 0 3 -25 0 2 .20 0 2 .15 0 1 .10 0 1 5 0 0 g 0 0 5 0 0 10 0 t 15 0 t 20 0 -2 25 0 -2 Zonal Conlaml Adjustment All 6 5 4 2 1 0 I2. Water Heating One Water Heater - No Avatillary Credits I)Wrin tion Syanm2 Acme systems water climax Energy STD HWR Froe No Timer Demd Heater Tvoel Zones Factor POU Intl tiff SG50 AD 053 0 3 1 -0 -5 0 am 5 a 6 -4 0 5 4A a 11 9 0 4 8 SG75 At 0.48 -2. 1 -1 -12 -7 -2 038 3 6 5' -5 -1 " 4 am 7 10 8 -1 3 7 SE As 497 -20 -12 -17 -41 32 -19 0.93 -17 -9 -13 39 -28 -16 IG, All _ an 2 5 3 IE All OA3 -21 -12 HP 6.11.13.15 180 4 7 5 -5 -1 4 Two Water Heaters - No AnzMar7 Credits SCIM IIA am .7 -0 -0 -17 -12 -7 463 1 5 3 -0 -4 1 471 6 10 8 -2 2 7 SG -15 Al 0.48 -12 -0 . -11 -22 -17 -12 am .1 1 0 -11 •6 -1 0.68 6 9 7 -4 1 6 SE A9 0.87 .22 .14 -19 -46 -35 .22 493 -16 .7 .12 -39. .28 -15 :G All 0.80 •4 .1 .3 1E AN 493 -21 -12 HP 6.11.13.15 1.80 .1 3 1 -t0 -6 0 #4 CONTINUOUS — 1" RADIUS TYPICAL 2" RADIUS TYPICAL NEW 2 LAYERS OF - RIGID FOAM INSULATION, STAGGER JOINTS & INSTALL 90' TO EACH OTHER NEW 4" THICK-� CONCRETE SLAB �. #4 DOWELS T �— 24"O.C. 24" NEW 4" THICK CONCRETE SLAB BUTYL SEALANT NEW CONCRETE CURB 4K A6 FLOOR PLAN c o c F G H K - NEW CONCRETE CURB, #4 CONTINUOUS NEW CONCRETE CURB, #4 CONTINUOUS NEW CONCRETE CURB, 6„ SLOPE 1" MIN. 1" RADIUS TYPICAL SLOPE 1 MIN. 1" RADIUS TYPICAL SLOPE 1" MIN. 6" " 2" RADIUS TYPICAL 2" RADIUS TYPICAL 6 PANEL, NEW INSULATED SEE 2K A3 FOR NEW INSULATED WALL 2" NEW 2 LAYERS OF NEW 2 LAYERS OF 4" SEALANT CONTINUOUS INSTALLATION OF PANEL, SEE 2K/A3 FOR SEALANT CONTINUOUS INSTALLATION OF SILICONE SEALANT, RIGID FOAM SILICONE SEALANT, RIGID FOAM PANELS PANELS INSULATION, STAGGER SILICONE SEALANT, NEW CONCRETE CURB, TYPICAL BOTH SIDES TYPICAL INSULATION, STAGGER NEW CONCRETE CURB, JOINTS & INSTALL 0 I JOINTS & INSTALL @ TYPICAL BOTH SIDES SLOPE 1" MIN. ROUGHEN EXISTING NEW EPDXY FLOOR 90' TO EACH OTHER 90' TO EACH OTHER � NEW EPDXY FLOOR CONCRETE SURFACE SLOPE 1" MIN. CROUGHEN EXISTING ONCRETE SURFACE SAW CUT & REMOVE NEW 4" THICK 2„ SAW CUT & REMOVE NEW 4" THICK #4 CONTINUOUS 6" MIN. COVED EPDXY #4 CONTINUOUS CONCRETE SLABS SAW CUT & REMOVE „ 6" MIN. COVED EPDXY EXISTING SLAB EXISTING SLAB CONCRETE SLAB = BASE W/ 2 RADIUS MIN. �� -- EXISTING SLAB �- N . � . • . i $. J^ - �. • = BASE W/ 2 RADIUS MIN. NEW EPDXY FLOOR N �-- A. BUTYL. SEALANT � ' _ � BUTYL SEALANT � , BU • � � ' � Z t " _ TYL SEALANT. = z PER FOOT MIN. Z_ ? NEW EPDXY FLOOR to FfELD IFIELD CFI ' BREAK C THERMAL 7 -BREAK THERMALII—FIELD CUrT I T�-HERMAL BREAK #4oa#4 0 24" — O.C. 24"' 24" O.C."—r•r — i —� ,_ _� NEW. GROUT BED FOR 24" SAW CUT &REMOVE SLOPE SAW CUT & ..REMOVE NEW 4" THICK EXISTING SLAB ® NEW / NEW 4 THICK EXISTING CONCRETE SLA® EXISTING SLAB ® NEW EXISTING CONCRETE SLAB CONCRETE SLAB CURB FOR ADDITIONAL CONCRETE SLAB CURB FOR ADDITIONAL BUTYL SEALANT ✓ INFORMATION SEE BUTYL SEALANT INFORMATION SEE #4 DOWELS PER 2K/S1 26 Al- .. , ..r^ 2B Al ® 24" O.C. Y- #4 DOWELS PER 2K/S1 -�-�........,..._...�.- -� :.._... ®24 O.C. SCALE 1/8" 1'- 0 2B NEW CONCRETE CURB SCALE 1/8" _ ,'—o' 2D N _ EW CONCRETE CURB SCALE 1/8 - 1 -0 2F NEW CONCRETE CURB SCALE ,/s" = 1'-0"2H NEW CONCRETE CURB SCALE 1/8" _ ,�_ 0 2 K PROVIDE CONTINUOUS STAINLESS STEEL BENT PLATE ANGLE CLOSER ATTACHEDQ WINDOW FRAME TO BE FIBERGLASS WINDOW FRAME SYSTEM W/ 25 MIL TO INTERIOR WALL FINISH OR GIRTS & l GELCOAT FINISH FOR A VIRTUALLY MAINTENANCE FREE FINISH. TIGHT AGAINST THE NEW INSULATED PROVIDE FRAME TYPES AND COLORS FOR OWNER TO APPROVAL. METAL PANELS, TYPICAL PROVIDE i/4' THICK LAXAN PANEL.' 52'-0" INSIDE FACE OF WALL TO INSIDE FACE OF WALLA - -v . 12'-1Y4" 18'-2�" 12'-6'Y16„ I 5'-614`" 8K 1,_92„ i 1'_9Y2" I A2 - 2H 8K I 4 -------------------- ATYP. r � I O C6) - -----� /---.1\ 3 L_— L— co / 5 WOME \ I 4 EAK I I 7 MEN I I ,� I Nr- 1 11 1 IF ALL SE S IN INSULATED 26 METAL P ELS 'SURFACES TO BE SEA D J& CAULKED I ® ® 20 I W/ USDA A ROVED 2D I F Q Z hlv fie. W Exp.3-31-06 � No. 2373 a DATE: 11 /15/4 I 21 FLOOR PLAN I I 1 a SEALANT, TYPI L A2 ° NO. DATE BY I DESCRIIPTION REVISIONS 4 0 0 o SIM. -jA 7 NEW HAND WASHING SINK FE o I DRAIN TO TYP• LOOR NEW HAND W SFHING S K DRAIN TO OR o O v O 3❑ OFFICE o o I IH w 2 N w D 2F 1 U) 14 MIL < NG PIT a 19 0 I co l I 2 A2 SIM Al TYP• 10 CHEESE MAKING ROOM T 0 a= z O1 M, 51h 1111 Ilia 1111 J 8K I M 3 24 4K o zA6 U � � w w D o O in 18 '--10" 20'-2" 0 0 znil — — — — — — 20 23'-0" INSIDE FACE OF ALL c ;� EQUIPMENT ❑ o I TO INSIDE FACE OF WA L I NEW HAND ASHING SIN t2D 2B DRAIN T LOOR' Oo O s q 1 LD BOX Fi�ENTRY T i . Al SB 28) ��. ( 25 I A2 15 .ENTRY O 27 TOILET F to — -I L 1 — 1 E LO OO A7 -N 9 0 16 2 4D — ® 0 11 M co 10 0 A2 Typ 2D A2 2D 111 SF O P. AZ sIM. I 8F NEW 2x4 STUDS ® 16" O.C. WALL W/ 29 A2 SIM. 2K (2K A7 < A7 5/a" THICK TYPE "X" GYPSUM BOARD Al NEW HAND WASHING SINK Al 3 � DRAIN TO CHEESE MAKING '1 Np 3 J o 9 F171MILK RECEIVING EACH SIDE APPLIED PARALLEL OR ® TYP. ROOM FLOOR ` RIGHT ANGLES TO EACH SIDEW/ 11/4" (l 0 3 w o TYPE W DRYWALL SCREWS 12" O.C., 13'-4314" 10'-0 499 7'-0" (l 6'-OY2" 12 0 0 < < 7 JOINTS STAGGERED 16" ON OPPOSITE w w U- < O O SIDES TO BE A 1 HOUR SEPARATION O 36'-6" INSIDE FACE OF WALL TO INSIDE FACE OF WALL I) w < - o o zN I cn w 18 COVERED SLAB 12 MAINTENANCE/PARTS I� 11 PACKAGING INSTALL NEW STRIIP z N N o �K I CURTAIN ? o 4K wPROvEli LOCATION OF RELOCATED IIIIl _ 10 N O (I O 47 �Mnv�-B-u-tte County tyA � STEEL COLUMNS &BEAM, ^ NEW HAND WASHING ranmental He alth ATTACH PURLINS TO BEAM ° SINK DRAIN TO CONCRETE SLAB 13 klTy ate 8K 4F A7 A7 4F Si atur A7 14 q l8K ENUlRONMENTA L HEALTH TYP. 6 19 MIL RECEIVING N DEC LEGEND 7 COUNTy CENTER DRIVE ® NEW REMOVABLE INSULATED WALL PANEL BY jo R -COLD OR APPROVED EQUAL NEW INSULATED WALL PANEL BY R -COLD OR APPROVED EQUAL NEW 2x4 STUDS ® 16" O.C. SCALE 3/�g" = 1'-0' 8K - s QROFESS/0 F Q Z hlv fie. W Exp.3-31-06 � No. 2373 a DATE: 11 /15/4 F �F CAL�F� DRAWING TITLE FLOOR PLAN SHEET NUMBER Al a NO. DATE BY I DESCRIIPTION REVISIONS DWN BY: CHKD BY: T.E.H. DATE: 11 /15/4 PROJECT NO: 04299 DRAWING TITLE FLOOR PLAN SHEET NUMBER Al OF 12 SHEET f c 0 d u u u s U y 0 _ m CL N 0 0 N r - c v t. U V V) ca o N C �3 U 2 U I'll rn rn N 0 u u 'o a cn i i t ! m HANGER . RODI&" S • Fa -0 O.C. MAX. • ALL PURL1N5 , _ SEF 2H/A3 NEW INSULATED PANEL CEILING 2F NEW 3/4" THICK 2� !3, PLYWOOD WALK A�3 KAY O.H. � NEW EPDXY FLOOR NEW GROUT BED FOR SLOPE LHO - - - _ = .. - ... _ _. ..•y , 3 I , t , r EXI5TING C.ONGRETE 3 SLAG V/ , = t -0 . SCALE 4 �/./}. GTI ON r z ROOF JOIST COPE FL ANC -E5 t TURN FL:ANGE5 IN MIN. I{ EXISTING PURLINS, TYPICAL s EXISTING 1BUILDING "�- ADD 3/440 REINF. ROD FRAME, TIYPIG NEW MC6x153 EACH SIDE PER DETAIL OF COLUMNS t TIGHT TO WOOD ROOF JOISTS W14x34 COL'S., EXISTING +10'-0" Ah TOP OF NEW 8D NEW 3/4" 'tf'HIGK INSULATED 2Fb PLYWOOD WALK WAY ADD 3/4"- RE1NF. `ROD 2F PANEL CEILING PER DETAIL BEAM iE i NFORCEMENT SCALE I" _ I' -o" 3 , NEW INSi1LATED PANEL " O.H. bD CEILING NEW V2 4P HANGER RODS • 116"-0" O.C. r 77 MAX. • ALL PURLINS, SEE 2H/A5 2K 2K 2H NEN EPDXY FLOOR 2H OI _ON EXISTINGI ROD 3 I' MIN. Al Tom'• AlAl TYP.' NEH 6RO(UT BED FOR ' TO -PV OF /ib 1 O.H. 1 SLOPE O.H. 1 EXISTING SLAB t , ! - L , { , = _ h 1. r NEW _. > t �: ,.- f20D ENDPOINTS 4 _ -- � -- 3 tt MIDPOINT' -- I 1 /16 I /2 MIN. EXISTING CONCRETE 7 3/16 I\ f�/ " 2 NOTE CONTRACTOR TO. EXERCISE EXTREME 'CARE IN WELDING ON FRAME CARRYINCG DEAD LOAD. WELD ONE SIDE ONLY AT A TIME AT EACH LOCATION i ALLOV4 TO COOL BEFORE HEL.DIN65 A6A1N AT THE SAME LOCATION. R SCALE y4" V-O-IN=O�G�N�NT �T. SCALE -1 -O 5EGTION Vit . L, DWN BIY: CHKD BY: -T.E.H. DATE: I IA5/4 PROJECT NO: 04244 DRAWING TITLE SECTIONS SHEET NUMBER A6 OF:12 SHEET QROFESS jCN B • yo �y co Exp.3-31-06 w No. 237 7rRUC OF CAUL � h N NO. DATE: BY : DESCRIPTION REVISIONS Y l DWN BIY: CHKD BY: -T.E.H. DATE: I IA5/4 PROJECT NO: 04244 DRAWING TITLE SECTIONS SHEET NUMBER A6 OF:12 SHEET two W 0 � h N J < L v W v n ch N � 2 E E W z — ptwof W w J U H z O u- ❑ W cn L Z — ❑ 00 r7 1 ❑ W U (D '— ".. O T ❑ ❑ O Z . LL W Q to Lu^ V1 L V _.l C- W 0 W a DWN BIY: CHKD BY: -T.E.H. DATE: I IA5/4 PROJECT NO: 04244 DRAWING TITLE SECTIONS SHEET NUMBER A6 OF:12 SHEET BUTTE COUNTY JAN 12 2005 DEV ,LoVMUNT SERVICES