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021-131-025
CAMP ` LAI1vT TO INsp i . 2 PE tN J� '/ 'll l `� 1 • 21-131-25 _._• "�---�,; -�` :-•�--w �- Y . __._. _ t: r Hurbert Golden N/S .W.Liberty Rd.,app,701 N.of French Ave . , Galley contr: Burl E.Woodward;'Gridley Permitg _#6 6—Z_7_ ,; (repair f'ra damagearewire complete/SF) �� 4 k 21-131-25 --, �� J.- A,D.bRICHINS a !/� 1205 French Avenue, Gridley Permit#1931-84B(add covered porch/SF)rJ �' 7L,�2- PermitQIZ2�88B,P, 021-131-025 03-1550. 21-131-25 HUNTER, GREGORYM(addition/SF) �- 1205 FRENCH, GRIDLEY --- COVERED DECK 1-13r5, Permit 2880-90B,P,F,M(complete/sf) 021-131-025 05-3037HUNTER, GREGORY &LISA21-131 �,.. 1205 FRENCHN, GRIDLEY I u ! Permit#3106-91B Cont: OWNER (1st renewal 2880 0)3, GAS STOVE QJjL 021-131�Greg 00-1057B,E� HUNTE1205 Frencve., G•i New Pri Det � Pin �'��� 021-131-025 02-159 ..'7-b HUNTER, GREG 1205 FRENCH AVE., GRIDLE RE -STUCCO. & ELEC. SERVICE f 021-131-025. 02-1978 T� HUNTER, GREG 1205 FRENCH AVE., GRIDLEY ` �" WOOD SIDING TO STUCCO BP#02-1 32... 021f 131-025 03-0872 x. HUNTER, GREGORY - 1205 FRENCH, GRIDLEY CONVERT,GARAGE;TO LIVINGS _ �: r, ' `,,�� r;� t� —rw- . , � • j • ^" �. � � _ — 1 _.� 1- 0'1'p -+; a'~ �. .� ti�,1w... .� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BPO53037 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: 11/09/2005 APN: 021-131-025-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 1205 FRENCH AVE GRI Date: Contractor: Map Index: Description: gas stove (heater) OWNER43UILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec..7031.5 Business and Professions Code: Any city or county which requires a Owner: HUNTER GREGORY B &LISA C 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 1205 FRENCH AVE 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 GRIDLEY, CA she is exempt therefrom -and the basis for the alleged exemption. Any 95948 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).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an HUNTER GREGORY B &LISA C owner of property who builds or improves thereon, and who does Applicant: such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 1205 FRENCH AVE sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of GRIDLEY, CA proving that he or she did not build or improve for the purpose of 95948 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: RELIANCE PROPANE ❑ I am Exempt under Article 3 of the usi s n Profess' s C �c� 6426 SKYWAY Date: wner: PARADISE,' CA 95969 530-872-9200 X206 WORKERS' COPPE�N TION D CLARATION 1 hereby affirm under penalty'af'perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: 734318 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 Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy -number are: (1� Carrier: Policy #: Total Square Ft: 0 S. F. 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 Valuation: $0.00 `' become subject to the workers' compensation laws of California. Census Code: I 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. 0 Date: Applicant ( / 1 WARN ailure to cure' workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit i ereby issued un a app' .able provisions of the Butte County Coda anrUor I hereby affirm that there is a construction lending agency for the for this is issued 3097 Civ.) Resolutio to do work indica d above whi fees have been paid. performance of the work which permit (Sec Name: By: Date: PERMIT EXPIRES ON: Address: ate ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. 1 hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized,3Befit of t I ree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form f1docu of Butt ty.._I..hereb authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes Cid Print Name: Signatur . Date: -- • Owner ❑. Contractor ❑ Agent for Owner ❑ Agent for Contractor /%JTr BUTTE COUNTY o DEPARTMENT OF DEVELOPMENT SERVICES o 0 BUILDING PERMIT APPLICATION Q o AND SUBMITTAL REQUIREMENTS o - -- '•- - 024 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 o o OFFICE #: (530) 538-7541 SOU t4lA FEE WILL BE REQUIRED AT TIME OF APPLICATION / "PLEASE PRINT CLEARLY" OWNER Last Named `IZjI/i✓ First me z Address ki City S\ �/ d Z Phone��OCA EF! E-mail APPLICANT NAME CONTRACTOR Name kag r— Address Zip City Fax State.,\ \ Zip Pho a Page rFax E-mail Date Approved: Class APPLICANT NAME ARCHITECT/ENGINEER Name city Address Zip City Fax State.,\ \ Zip Phone Page Fax �� E-mail Date Approved: State License Number APPLICANT NAME Name Address city State Zip Yes Fax EPhone E mail APPLICANT SIGNATURE W1,201NO =— 4t �:� --- or offs a use o y: Zon' Property Address 1, DZ e� Flood Zone I I SRA I Yes I No c c, Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BPO BIN # LOCATIONAPI J {- Property Address 1, DZ e� Ci 2 Cross Street WORKER'S COMPEIVSATION 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 Description or Sc rk: itA,s�r 6A-5 57-.0 v& 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. Received b Amount: Gl. Receipt #: t (L� Dater `l I ✓ SRA Sheriff SMIP Total OVER FOR SUBMITTAL KI=WU1Mt MIN I a I 9 KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 6-16-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (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. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ ' 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (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. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS1BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 _ __ , ... ...,. .... ..j �v.� ..�:'K±a.•.•ar;sry"dn.: tisy�^::w•+x_ ra�a.-•�•w�W.s_ � , �. r,-�._ .. ., ., v .. ,v _ ..�.�, . i - !'•s V02>1978 021-131-025 1 HUNTER, GREG. x` 1205 FRENCH AVE:, GRIDLEY ! -1593 WOOD SIDING TO STUCCO BP#02 • a ' � i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75411 -/P!t E: (Rev. 12/96) APPLICATION AND PERMIT � �' ASSESSOR PARCELNUMBER 021-131-025 ZONING A 5 BUILDING PERMIT OWNER TELEPHONE HUNTER GREG CELL: 82— 846-5095 OWNERS. MAKING ADDRESS 1205 FRENCH AVE. GRIDI" 95948 SO. FT. OCC. BUILDING VALUATION CTI' EST. 7 .t�0 //C��O��77N�TT��R�AACCT�TOR'S NAME V►Yl\Fd� TELEPHONE , CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 7.WO.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 99.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1205 FRENCH AVE. GRIDLEY CA 95948 Energy Plan Checking Fee $ $ PERMIT FEE $ 119.00 LOT NO. SUBONISIOWS NAME PARCEL MAP i PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF I Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK 1 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other,0 Describe Work: 'WOOD SIDING TO SIWM WITH BP# 02-1593 t Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 1@20.00 PERMIT FEE $ 1 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o000V OR 0A OR LESSLESS 23.00 i LICENSED CONTRACTOR'S DECLARATION } I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lawjor the following reason: ff 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 if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if l should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo with comply.wi h ose provisions. /J X Date 7 �^7 ` /Signaturof Applican a Owner ❑ Contractor ❑ Agent —� j An OSHA permit its required for excavations over 5'0" deep and demolition or construction of,structures<over 3 stories in height. Main Service To 46.00 WEE200A 'cu000A NEW CONST. ( DWELLING OCCUP. SO OR ADDNS. a Acc. sLDs. 3.50FT. CO rNo RES EW'DT MULTI -OUTLET 97,50 APPARATUS 6 SINGLE OUTLET CIR. 20 @ 100 Ex. Occup. OUTLET OR FIXTURES BAL @ .50 Ex. Occup. GFIx�E�DTSA H pOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 119.00 HAZ. I D. FEES IMP I FLOOD CDF PARCEL I PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have r By. PERMIT EXPIRES ON �1../ the applicable provisions Resolutions to do work been paid. Date r) •'7' I Date ReceiptNo. _. iO�iln �% ���•XL�� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ^ PERM�NO (Rev. 12/96) APPLICATION AND PERMIT `7 ASSESSOR PARCEL NUMBER 021-131-025 ZONING BUILDING PERMIT OWNER HUNGREG _ TER TELEPHONE 846-5095 SO. FT. OCC. BUILDING VALUATION CONT EST 0 .00 . OWNER'S MAIUNG ADDRESS 1205 FRENCH AVE. GRIDLEY 95948 ONTRAAC�CTOR'S NAME O��77 C��Nr.n TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 7 000,00 ARCHITECT OR ENGINEER LICENSE NO. —FilingFee $ 20.00 Permit Fee $ 99.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDINGADDRESS 1205 FRENCH AVE. GRIDLEY CA 95948 Energy Plan Checking Fee $ $ PERMIT FEE $ 119.00 LOT NO. SUBDNISIONS 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 gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other )I Describe Work: WOOD SIDING TO STUCCO WITH BP# 02-1593 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service ZDDAORLE: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.POWEPPARATUS License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law prr the following reason: GY 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 if the permit is for work of a valuation f one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo with comp i hose provisions. Date -' ignat re f Ap lican Owner ❑ Contractor ❑ Age t An OS iDermit' req ired for excavations over 5'0" deep and demolition or construction ctur er 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 8 ACC. BUDS. 3.5¢FT. NEW CONST,MULTI-OUTLETCIRCUITS 97.50 8 SINGLER AOUTLET CIR. 20 @ 1,00 Ex. Occup. OUTLET OR FIXTURES BAL @ .50 Ex. Occup. oFucuTE Ra p OF 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 119.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have PERMIT EXPIR S O the applicable provisions Resolutions to do work been paid. Date – t.� I– Defe Receipt No. . S WHITE-D.D.S.-B.D. C NARY -A ESSOR 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 sisoatim Please complete and return this information at your earliest opportunity to avoid uoneoeau)pMay in processing and issuing your building permit. No building . permit will be isssed ua4l . W3 verification is received. I personally plan to provide the dor labor and materials for construction of the proposed property im vement : YES; NO O I HAVE ®' HAVE NOT E3 signed an application for a building permit for the piopo�i 3. I ave contracted with the following person (firm) to provide the proposed c;o NA tE: ADDRE CITY: PHONE: CONTRACTOR'S LICENS O. 4. I plan to provide po . ns of this work, but 7have the following person to coordinate, supervise, and provide th ajor work: NALNIE: ADDRESS: CIW: PHONE:4CTOR'S LICENSE NO. 5. I will provide some of the ork but I have co cted (hired) the following persons to provide the work indicated: NAME ADDRESS P TYPE OF. WORK SIGNED: , , PROPERTYOWNER: SOCIALS CURITY NU1]3ER: DAT Z— PVOTE: This Owner -Builder Verification is required by Section 19831 and 19832 oW&W California Health and Safety Code. This verification must be comp/etsd Md returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORINIATION Cear P-oce,^y 0w - 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 patty oftecord on such a permit. Building permits are not required to be signed by property owners unless they are personally perforasiog (heir 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 same. 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 S300 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 cam 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 Sace Law, ccrtact the Department of Benefit Payments and the Division of Industrial Accidents. If the strucn:re is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or throu&h 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 contractors may be obtained by contracting the Contractors State License Board in your community or at 10=0 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 rely, Nlic el C. Vi Ira, C.B.O. bt ger, Building Inspection N NOTE: Thu Owner -Builder Information is required by Section 19810 of the CalifHealth and Sajery Cods OVER 021-131-025T V2-1593 HUNTER, 1205 FRENCH AVE., GRIDLEY RE -STUCCO & ELEC. SERVICE OFFICE COPY Address/ ELECTRIC Meter ByDate W*l COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 r PERMI NO. (Rev. 12/96) APPLICATION AND PERMIT; /FG�-'z ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNERTELEPHONE r .: SQ. FT. OCC. BUILDING VALUATION Coa;: 3 C",* OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace TENDER'S MAIUNG ADDRESS Total Valuation $ J COO ARCHITECT OR ENGINEER UCENSE NO. Flina Fee $ 20.00 Permit Fee $ 54. CO ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS.�, f J�J LL'PERMIT Ener Plan CheckingFee $ FEE $ 74. CO LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF .b Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ n�•� f „- �•`/� I{ Describe Work: ~SLL.4.::. J. �.1. L r.\ . , _ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fee 20.00 RLEFiling OOOVMain Service zo.A OR LESS 23.00 7'1 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lawlor the following reason: U I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason TO Main Service 200A 1000A 46.00 NEW CONSTDWELLING OCCU .CUP. OR ADONS. ( 8 ACC. BLDS. SO 3.50 FT. NON-R61D. MULTI -OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDTTURES BAL ° I:w UNS Ex. Occup. OFIx�E�DrsA Aes oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ I. r 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 /of one hundred dollars ($100) or less.) t7 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. �,i' X` :r X C� Date Signature' of App Ica y` "❑ Owner ❑ Contractor ❑ Agent +An OSHA perroitt is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEiE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 117. CO HAZ. D. FEES IMP FLOOD COF PARCEL PD HO ISS O This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By ,VV PERMIT EXPIRES ON {fJ. I applicable provisions Resolutions to do work been paid. Date. - f td' O � Date p 1,^ t 1 %_ Il. i i I `�' Receipt No. ) L r �, t„� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PE I (Rev. 12,196) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 021-131-025 ZONING BUILDING PERMIT OWNER HUiy , GREG TELEPHONE SO. FT. OCC. BUILDING VALUATION cont 3 000 .OWNERS MAILING ADDRESS 1205 FR [' CONTRACTORS NAME OIINE P. TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 3.000 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1205 FRENCH EVE. CRIDLEY Energy Plan Checking Fee $ $ PERMIT FEE $ 74.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Y7 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: RE—STUCCO, ELECTRIC SERVICE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G w 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 Z 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 Lawpr the following reason: fit( 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. SO OR ADONS. ( : NON 1113 MULTI.OUTLETITS @7,50 PowER APPAR ' a SINGLE ourLET CIR. j 20 Ex. Occup. OUTLET OR FORURES @''0O BAL @ .50 Ex. Occup. ouTL�sFlXED APPRESIDLNS. . OR EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 t_ PERMIT FEE $ G 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 he above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to 'workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date of A p Ic Owner ❑ Contractor ❑ Agent 6HAp It is rewired for excavations over 5'0"deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FET= S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 117.00 HAZ. D. FEES IMP FLOOD COF I PARCEL I PO HD ISS 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. �!V / o By Date PERMIT EXPIRES ON Date Receipt No. 'O WHITE-D.D.S.-B.D. CANARY -ASSESSOR NK -INSPECTOR GOLDENROD -APPLICANT O`VNER-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 ajor labor and materials for construction of the proposed property improvement: YES NO O 2. I HAVE HAVE NOT 13 signed an application for a building permit for the proposed Werk. 3. I have contracted with the following person (firm) to provide the proposed const cation: 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: 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 OF WORK SIGNED: PROPERTYOWNER: S0CI.kL SECURITY NUMBER: DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19831 of the California Health and Safety Code. This verification must be completed =d returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORMATION Dear Property 0—ner: 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 parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing dteir own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if chat 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 pian 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 -die work (including materials and ocher costs) is S300 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 contractors may be obtained by contracting the Contractors State License Board in your community or at 1030 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!�A rely, el C. Vi ira, C.B.O. ger, Building Inspection NOTE: Tb it Owner -Builder Information is required by Section 19810 of rhe Californla Health and Safety Code- OVER oda OVER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 153 15_5-cD ASSESSOR PARCEL NUMBER 021-111-095 ZONING A-5 BUILDING PERMIT OWNER Hunter 845-5095 Gregory TELEPHONE SO, FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 1205 French AveGridley CA 95948 196 Coy 1638.00 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation 1 $ 1638.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1205 French Ave Gridley Energy Plan Checking Fee $ $ PERMIT FEE $ 84,35 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: add covered deck to BP# 03-0872 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 V OR LE Main Service . 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.POWEPPARATUS License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fo a following reason: Er 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 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 Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 6 ACC. BUDS. SO 3. OFT. ryp°�ID ' MULTI -OUTLET @7.50 8 SINGLER AOUTIiT CSI R. Ex. Occup. OUTLET OR FIXTURES BAL 20 @''0° @ .so FlXED APPLNS. OR Ex. Occu . DUTIETS RAID, EA. 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 FEE $ Policy Number e above sections need not be completed if the permit is for work of a valuation f one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fofhwith comply o provisio s. ate [Signatuvi pp 'cant ner ❑ Contractor ❑ Age�ft'nrmit is quired r e cavetions over 5'0" deep and demolition or construction�%f s ve stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 84.35 HAZ. D FEES IMP noDD CD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By D e f�! to—T PERMIT EXPIRES O r Dwe Receipt No. %�� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMIfNT OF DEVELOPMENT SERVICES - BUIL ING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530 538-7541 PERMIT NO 6) APPLICATION AND PERMIT O3 ORPA—MaM)M—aM 0 9 13) l 02-f- Ila —� BUILDING PERMIT 02y UjT� �'"E-p 9r SO. FT. OCC. BUILDING VALUATION 's MARIA ADD s r �t/e5 _7 Ak r 5 y CaJ NAME O "J'J iMiNo ADDRESS WHSTRuCTM LENDER LEpo6i5 MARM ADDRESS AROKITECT DR ENGINEER ARCM= OR ENMURS MALM ADDRESS ADDRESS 1 2 O S /? e••- 4 G, "0// ..Lpi-Np------- . 11UM1161DNS NOME --------_ ------------- USEOFSTRUCTURE SF,,d Duplex ❑ Nbbilehome ❑ Other 6 4RCEL MAP Total Valuation Is. Permit Fee Energy Plan $ 20.00 s g _ s Z� Fee S s PERMIT FEE S PLUMBING PERMIT Each Tr Solar or heat pump water heater Water oloina TYPE OF WORK Gas piping New ❑ Addition* Remodel ❑ Uffr6es ❑ Installation ❑ Other ❑ Building sewer �'� J� �� ��G/� Mobile Home. Describe Work ,610P 03- 671- 71- C- C- Silk S'lk Jk 044 -me- 4 3� Tec6*d � e 17 7/-- 0 /.— L1-1 lni d Nkrn 1-5 PERMIT FEE I $ Main Service Wca DA LESS Main Service i 2004 To I000A -0-;P 20.DO -- -'7."00 23.00 15.00 15.00 15.00 15.00 @20.00 g Fee 20.OD 23.0D 46.00 EX. O=U . ovn.ET OR FD VIM eaL a -.eo I Ex. Occup. m E& S.DD Temporary Service 23.00 Mobile Home Facilities 20.00 Mise. Wei na 23.00 PERMIT FEE I S MECHANICAL PERMIT I Firing Fee I 20.00 6.50 Ventilation PERMIT FEE S Moble Home Installation Fee S Energy Inspection Fee S o" Com • FE TO AL FEE $ g D. FEES�,►�� D WFCEL, PD/1717 D I �� V X —IV This permit is hereby issued Inder the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Data �w'�6`"��ii�����m-�•'�r�*"�'�.'^r�af+M+'ca+aRrv�`-Jnr.+.erwoer.�.•�'�D+-�o�vr,�y�'1�v�r,�+�c�r�,�• .: COUNTY OF BUTTE -DEPARTMENT OF,Dt=VELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ���j 9� y Ni1 ��£ /L ASSESSOR PARCEL NUMBER sc� ��l S- 2 moi- 0r3 Proposed Building Use: � 4d Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked' R marked NA in order to apply. Plot plans, 3 or 4 sets, signedXy the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ©/(3}- Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! ,CEnergy compliance design and supporting documentation in duplicate. N',& Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. Pj,;P�-Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot 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 ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department ind ❑ 17. City of Chico Plumbing permit.....' ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: 0 I , (B)Parking: . (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization......................................I.............................. ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits.......................................................... ❑ '30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone - and hold for pickup. I have been info med of the a t ° s and requirements for obtaining a building permit. Applican A41 Date: 2 D 1. Indez\ppermityapp�ica�bn for thlabove items numbered: Plan Check Letter 2. Additional items Fequired Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above data by ❑, phone,' ❑ mail, ❑ cou. t r by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: ; Yellow: Building Division E.H. USE ONLY 'riot Ran Attached �. Floor Man Attschod Sant to B.D. _ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance te-Cj d14 ZO S /�tpKal, I rg Owner Location AP# Plan Approved for: Sewage Disposal Clearance for dwelling. Other T Hold final for: Final clearance O.K. for: NOTE: Supply: Publicrivate Well 1 ) A. Environmental Health Specialist Date 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 or labor and materials for construction of the proposed property improvement: YES NO ❑ 2. 1 HAVE 9--ITA—VE 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: 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 OF WORK SOCIAL SECURITY NUMBER: 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 office before we are permitted to issue the permit OWNER BUILDER INFORMATION I 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 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 cavy 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, ifyou 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 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. 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 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ,{�I� MI (Rev. 12/96) APPLICATION AND PERMIT �y�� AS "'01 cEL,jJ M�ER025 ll1J l ZONING BUILDING PERMIT OWNER Hunter Gregory 846-5095 TELEPHONE SO, FT, OCC. BUILDING VALUATION • OWNERS MAILING ADDRESS 1205 French Avenue Gridley CA 95948 nT� 380 U �7 —R 7600.00 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER , LENDERS MAILING ADDRESS Fireplace Total Valuation $ 7600.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 99.00 ARCHITECT OR ENGINEER'S MAIUNG ADDRESS Plan Checking Fee $ 64 35 BUILDING ADDRESS 1205 French Ave GridleyEnergy Plan Checking Fee $ 2-3.00 $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition O Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: convert garage to family room as built Gas piping syEtem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 LESS Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereaffirm under penalty of perjury that I am exempt from the Contractors License Law r the following reason: I�eI, 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 46.00NEW CONST. DY INO OCCUP. OR ADDNS. ( a Acc. eros. SO 3.50Fr; rpµRESiDT. MULTI -OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDn .00 BAL Q ..50URES, 2 @ I50 FIAPPl1JS. . OR Ex. Occup. ourtETs RESIDEA 5.00 Tem Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t 43.00 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 (Th bove sections need not be completed If the permit is for work of a valuation one hundred dollars ($100) or less.) ff—I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo hwith comply w' h ose provisio s. Date 3 � (!Signatur App'c caner ❑ Contractor ❑ Agent A p required for excavations over 5'0" deep and demolition or construction6 of structures over 3 stories in eight. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation ducts; 15.00 --ext PERMIT FEE $ 35.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 CONST. TYPE VN OTAL FEE $ 330,35/ HAZ. I D.FFA IMP FLOOD CDF -- I PAR L HD 5S This permit is hereby issued under the of the Butte County Code and/or Resolutions indicat d above for which fees have yto f PERMIT EXPIRES ON Of IS7,20-1Q, applicable provisions to do work been paid. De Receipt No. Gt % 37� WHITE-D.D.S.-B.D. CANARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUH -I Y OF BUTTE - DEPARTMEKT OF DEVELOPMERT SERVICES - BUILDING DfVISIOH r 7 County Center Drive s. Orovilln, Celdornia 959665 & Telephone_ (530) 538-1541 ro,y�s� A.PPLICATIONANDPERMiT ssRP 4 1 �O�-1 ' `� �1-^ arm+a I BUILDII�4G PERMIT sages Mum mass WEn m � Umm mm Qty.? oR MUUSR OEM= Da eammo i I•s maws 1 PA= USEOFSi c7URE 3F)f, Duple D 6bbbbome D Ohw sF.=Ff SCL FT. OCG. _ SLRLDINis VALUATION TYPE OF WORK C=s 01 Nme D Adm D Aeo 3d �r, D hsLWL-rE= D Ober D 9230m Dermis Waft Vp � tJbbDa PR= rr►�lcaL PsFlmfT s,►i--s ( 2m o � sn *PSAIT FEE PAlb • RA $ arm a TO"?Vr zwo C A -a -•� Valuation S %B S 2Q,D0 Fee - S b=ldno Fea 5 r Pb m Cl,a=te,g Fee s s PEWIT FE 1 S s1 murmur sm=MT I FiThm Feel 2D.DD -s F� 7.0 23.5 1 S.D 15. D 1 S.D 1 S.D 20.00 • o� Dr�RFS on t� soi ° ;, Er. W �. s.oD TmnWW SsW= 23RD kbbife Home FaHmes 20.DD I&-- %rubg Z3.DD PERMIT Fm— S NECHAMCAL PERMIT Rbg Fee 2D. DD Hesn" C� mmod I $.50 Pi'RNUT « I s 0—./ Nbbffe Home hssf: lafoe Fee = Enew hnspedon Fee s /P� I ► 0TAL FEE $ _ ) WZ d Fra I r-L=DyhpI ry I'm I This permN is hereby heed under 1he appRable pmovcsians of Ihe Hufte Chu* Code andior Ae=iufi= b do work h+ri=BW above far whf- tees have been pari. a 0.0 9y . Dsb r'tess tFie. PERNUT FIRES ON v, 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: `AAILAY1 Proposed Building Use: l 1*—)—y ,V Items required in order to apply —A `ASSESSOR PARCEL NUMBER O � I J1 � ►Y i Counter Technician�O(rked Date: �'� e 33 t. All boxes ' ST be checked NA in order to apply. J1.. Plot plans, 3 or 4 sets, signed.4y t!he-Weparer of the plans. l__J 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! 15 5. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet-sijZned by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot 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 ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the followini items.) 14 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... , 0 XD3 ❑ Statement of Intent for Non -heated and A/C Buildings ............................................. 1 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: ol< (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑Improvements, ❑Drainage .............................. . ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... . Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... -;k' 0. ❑ Grant Deed, ❑ M.H. T' e/Statement of Fa is Le er from Le al OwDer, ❑ Check to H.C.D. $ 31. Other: 14 D When issued T ephone and hold for pickup. A V /,������� I have been informed of ve"RVI&fitems and requirements for obtaining a building permit. 1. Index\peF it a plication for -the above items numbered: / d U II Plan CI 2. Additional item equired Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter Date Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by:Date: �— Yellow: Buildine Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 _ SCHEDULE OF FEES DUE OWNER A.P. 060-1- PR 60–`PR POS DIBUILDING USE v v— 1 DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES �] \ Balance Due ... .............. 0.... $ (' Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .....$ 2. SCHOOL DISTRICT FEES �� 1 (paid at District Office) (Available after Plan Check) \ 03 . 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $313U.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed dur{ng the plan checkiq*rocess. , DATE Pursuant toGoverylnenkgoe Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on Nawproject. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) BUTTE COUNTY DEVELOPMENT SERVICES Complainant: Address: Phone Number. Other Comments: - .•i.:• •.1. .t'! .:1 .!y�• Wit- .,i�. i,• f ..1 117 I 1 1 1 ! 1 r 1 r i I r r re fi r ri � Inspector must draw a plot plan with all building locations: • 0 Additional Comments from Inspector: 2 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE p'? - ER 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. /0 Date Inspectors REV 10/92 21-131-25 Hurbert Colden i N/S W.Liberty Rd.,app,701N.of French Ave., Gridley j conte Burl E.Woodr.,ard, Gridley i Permit #6546-76B,E(repair f're .- damagemrewiie complete/SF) j 1 y _ 21-131-2 , RIC11114 3 �• 1205 French Avisni e, Gridley Permit#1931-84B(add covered porch/SF) <M(addition/SF)- 'Xl 1-131-25 Permit 2273-88B,P,-131 5 PermitLtitiU-yUB,P,F,,NI (complete/sf) i j 21-131-25 Permi�t#3106-91B !. (let rPnawal//,i���. 0) -2- Q� 6Gregj 1205 French Ave., Gri 4 Now Pri Dot Q=CarM 021-131-025 02-1593 HUNTER, GREG 1205 FRENCH AVE., GRIDLEY RE -STUCCO & ELEC. SERVICE 021-131-025 02-1978 HUNTER, GREG 1205 FRENCH AVE., GRIDLEY j WOOD SIDING TO STUCCO BP#02-1593 Eks • a tA Cx •NOTES _ RESIDENTIAL r 021-13i-025 „ 1:00-1057B,E,f PERMIT NO. -HUNTER, Greg 1205 French Ave., Gridley =' i New Pri Det Shop- t • F -r•FJ 4 SPECIAL CONDITIONS. CHECKED BY SRA , FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. T` SPECIAL INSPECTION ITEMS ? VERIFY . USE PERMIT CONDITIONS " SUB -STANDARD HOUSING LETTER j • Y k 'JOB FINALED,(Date ` Signature « " SPECIAL CONDITIONS. CHECKED BY SRA , FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. T` SPECIAL INSPECTION ITEMS ? VERIFY . USE PERMIT CONDITIONS " SUB -STANDARD HOUSING LETTER j • Y k 'JOB FINALED,(Date ` Signature « " V= OK 0 = Not OK - _Not Applicable MOBILE HOMES = Not Ready. i Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / PNaUor/ /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utilitv Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 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. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Elec.; Pool Lighting; 15 Volts-GFI Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater MISCELLANEOUS Date DECKS, COVE , ARPORTS GARAGES (Plans) OK except #'s Zoni equirements-Setbacks-Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts -Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frma.: Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Rooting 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date, .D�Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining ' 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI ' 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Fig. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s PLUMBING (Permit) OK except #'s 63. 17. Water Htr.; Vent -Access -Combustion Air Baffle 64. 18. Water Pipe; Test & Anchor -Nail Protection 65. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 66. 20. Shower Pan; Test, First Floor -Tub Access 67. 21. Test Tub & Shower, Second Floor -Tub Access 68. 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 23. Fixture & Transformer Clearance -Ins. Protection Elec. Outlets & Receptacles at Kit. Counter 24. Elec. Receptacles Spacing -Lights & Switches at Doors Garage Fire Door; Swing -Landing -Closure 25. Size Boxes & No. of Conductors Stapled A.C. Duct in Garage -Damper 26. Romex Installed Close to Edge of Studs & C.J. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Plb., Elec. & Mech. Equip. Listed for Location 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Elec. Receptacles in Garage (F.F.I.)-Romex Protection 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Insulation -Foam -Looked in Attic 30. Range Circle / / ga Cu or AkOven Circ. / / ga Cu or At Insulated Neutral p Yes ❑ No Guard Rails & Deck Construction -Post Caps 31. Service -Riser Conductors & Ground Main Disconnect Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 32. Equip. Clearances Panels-Motors-Mech. Equip. Clearance Looked under Floor O Yes 33. Clothes Closet Light -Shower Light -Spa Light Following Instld./Drive I] Yes ] No/Walks 0 Yes Z) No/Planters O Yes 0 No 34. Smoke Detector Stucco Brown -Finish 84. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 86. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors Date 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) ' Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive I] Yes ] No/Walks 0 Yes Z) No/Planters O Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing '85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: APPLIED TESTING CONSULTANTS MATER/ALS ENGINEERING TEST/NG AND INSPECTION CERTIFICATE OF BOLTING INSPECTION DATE: 05/01/01 CLIENT: Greg Hunter 1205 French Avenue Gridley, CA 95948 PROJECT: Hunter Storage Building 1205 French Avenue Bolt Size Req'd Tension Test TorqueTurn of the Nut Impact Test (in dia) (lbs) (ft -lbs) (turn past snug) (sec) 3/4" 28,000 +5% 1/3. DESCRIPTION OF WORK Arrived at the jobsite at 0815 hrs. to perform special' inspection of high strength bolting at the # 1, #2, & #3 Main Frame haunch and center connections. Before tightening the bolts we verified that the materials used in this assembly were in conformance with the requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. The bolts used in this structure are'/4" diameter A325 grade high strength bolts without hardened steel washers beneath hardened steel nuts. No washers were used in this assembly, so the Turn -of -Nut Tightening method was used per Section 8(d)(1). A representative sample of 3 bolts from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension -indicating device. This was done to verify the estimated snug -tight condition and to ensure that the controlling turns past snug -tight per Table 5 will develop a tension -not less than five percent greater than the tension required by Table 4 of the RSCS specifications: We also verified that there was no rotation of any of the bolts during the tightening operation. Each bolt assembly was installed and tightened to a snug -tight condition by the contractor prior to tightening. There were a total of 72 bolts in the structure, 60 were tightened using the above-mentioned procedure. NOTE: The bolts at the east side of Frame #1 were not accessible due to siding being installed and were not inspected. Based on the above-mentioned procedure, it is our judgment that 60 (please see above note) of the A325 high strength bolts installed in the structure have been properly tensioned in accordan"c~ w'k hithe RCSC ,r -.a. v,Yy Specifications for Structural Joints contained in the AISC Manual for Steel C4o.,fisqu—Cfi�'on. 4( =9 7 .. . D. Lusk Charles'rJ: RotiertstPE' Inspector C-038692Exp °3/31/05 Staff Engineer 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 I ,Sz 't COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 4 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT _ I ,ftlopfIY-Lb , ZONING A"1BUILDING PERMIT OMG HUNTER ELEP T84o NS095 ` SO. FT. OCC. BUILDING VALUATION 0126ti"Aff lSAVE. , GRIDLEY, CA 95948 1200 U 21,600 CQR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 225.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 146.25 BUILDING ADDRESS 1205 FRENCH AVE. GRIDLEY Energy Plan Checking Fee $ $ PERMIT FEE $ 391.25 LOT NO. SUBDN610NS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PRI PET STORAGE SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New NXAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Feel 20.00 Main Service 2o0A 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.POSINGLE License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law,Wr the following reason: Er 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 if the permit is for work of a valuation �f one hundred dollars ($100) or less.) m/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 Califor ia, and afire that if I should become subject to the workers' compensation p o isions of se tion 3700 of the Labor Code, I shall fort ith comply wi tho rovisi X D e Applica O her [I Contractor ❑Agent Sign�He An Omit s re ired for excavations over 5'0" deep and demolition or construction stve tories in height. Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. SOn OR ADDNS. ( a ACC. BUDS. 3.50n. 42.00 NG.RESIDT' MULTI.OUTLET 97.50 a OUTLET CWER APPARATUS IR. 20 @ 1•00 Ex. Occup. ourLEr OR FIXTURES SAL O ,50 Ex. Occup. DFlurLEEDTSS palp,°ERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ o2 , 00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ oc corny. Tv TOT/AL FEE $ 3. 5 HAZ. D FEES IMP 00 CDF PARC PD H ISS 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 ate PERMIT EXPIRES ON ! D I Ip e ReceiptNo. 294502/$453.25 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT - - � A � „ 'h'. ;:.-.��'-.�..�,:Y- t -. ,zc,.-.�.-..v1 . h.'+t.S;.� a�• r .('r-.rFi� ti.i.t....^."S;,r� �^r-. ' r r. .. r - {O�aNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ,Q T7G/ ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: U% 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 .---------------------=---------------------- g v 2. Plot plans, 3/4 sets, signed by the preparer of plans.----V-------={'t`Q----- -- . Enomplete plans, 3/4 sets, signed by the preparer of plans. Tt. gineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. 1-------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 1 0.'Fees of $ 'I ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- ❑ Flood elevation certificate. ---------------------------------------------------------------------------------------- a , ` a 14. Sanitation and plot plan approval Q)eO Health Department. ------------------------------------------- ❑ 15. City of Chico.plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: `(B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction appr6val prior to occupancy). ---------------------------- El 20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑?2. Workers' Compensation carrier and policy number. ----------------------------------------------------------- W23. Owner -Builder Verification (Given to owner ❑, Mailed to owner E3) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- I I. ecorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 6. Letter of intent on building use.----�--d ---- `-Pz�-=e/Y�Cr?.z -- ------ ❑27. Manufactured Home utility clearance. ----- Existing violations and/or expired permits. ----- ----------------------------------------------------------------- ❑2 . 13433 A, OGrant Deed, ElM.H. Title, El Check to H.C.D $ .--------------- d I `-� other: /yi4/LlC /ti c-C7as? Wh you issue the peermit,,�pr cess as follows ❑ Mail to owner, ❑Mail to contr tor. �' / J floc rf�/� �JTelephone O �(p "' ✓ ��� and hold for pickup at D�U�woff'ice. ❑ D iv with inspecto Applican� ZL Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, Air -Po ution By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Wer: Date: 1. Index permit application for the above items numbered: _ ❑ Plan Check List. 2. Additional items required: r Contractor, designer, as advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by 12 Date: 20 U►3 Contractor, designown ,was advised of the above required data by hone, ❑ mail, ❑ Building Division counter, by Date: 8011. Contractor, designer, , was advised of the above required data by ❑ phone, ❑ mail, 13Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by te: Plans reviewed by: Date: Plans approved by: Date: 'Q Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. , A.H. USE ONLY Plot Ran Attached Floor Ran Attxho Sent to TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance J9 12/7 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other X bn A -b 4V T2.4 M Hold final for: Final clearance O.K. for: NOTE: AP - Environmental Health Specialist Date 8/96 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev.12/96) APPLICATION AND PERMITlb ASSESSOR PARCEL NUMBER — — ZONING BUILDING PERMIT owNE T LEPHONE � � SO. FT. OCC. BUILDING VALUATION OWNER'S RESS I -'t/ CONTRACTOR'S NAME TELFDNONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ o e Plan CheckingFee $ BUILDING D�ss _ Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other _ %J sPECIEr Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.0 Each as water heater or vent 5.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 14A vE�L _ A L A Gas piping system 1 - 5 ou 15.00 Building sewer15.00 Mobile Ho S G W Q20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service ao.DOR A OR LESSS zoLES 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencin with Section 7000 of Division 3 of the Business and Professions Code, g ) and my license is in full force and effect.P0WER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this 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 Q;he above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) l* 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' compensa . n_,, provisio s 9f section 3700 of the Labor Code, I shall forthwith comply iththose p i ors. to c�i !,_ a t'- w r Contractor Agent fom__quir or exca ations over 5'0"deep and demolition or construction �Oper �Anover,3 s Les in height. Main Service PDA TO 46.00 NEW CONST. DWELLING OCCUCCUP. OR ADONS. ( a ACC. BLDS. 3.50S°so. ZrOMS MULTI.OUTLET NON-RESID. 07.50 APPARATUS a SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES BA 9':50 APP Ex. Occup. ountDTs R=.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $reason MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 24 3 HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL PD 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 ReceiptNo. S0 S3 i WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR OLDENROD-APPLICANT 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 71abVg'd materials for construction of the proposed pro improvement : YES( ]. - 2. I HAVE HAVE NOT[ ]signed ari application for -a bufiding 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.' 1 plan to provide' portions of this work, tut I -have hired ' the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have -contracted (hired) the following.peisons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY 0 SOCLXL SECURITY IBEk—,,*� DATE: 5�� 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. May 1995 2.26 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as.the builder of property improvements specified. For your protection, you should be aware that as `owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your. own work, with the exception of various trades_ that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any . persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you,are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. . 0 There may be financial risksfor"you if you do not carry out these obligations,"and these risks areespecially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract ihe' Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your y obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial C 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 "ownerbuildee, building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This &N-ner-Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 N: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING 091-131- , 01;z� OWNER: MAIL ADDRESS: SITE ADDRESS: S 1/li1 i VE: )ING PMT. i r 00-/05-7 PHONE: _ PROPOSED USE:"(�F= SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach fines? Yes: No: 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: " 12. Do you plan to add a driveway or modify e)asting access to a county maintained road? Yes: No: PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIMEMN THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION !/) Will the proposed structure encroach within any recorded easement? Yes: No:I GENERAL INFORMATION: CONSTRUCTION FEATURES: / 14. Will this building have insulated floor, walls, or ceiling? Yes: No: 1. Is there a primary dwelling on the property? Yes: No: No: 2. Is the structure already built, under construction, or under notice of code violation?, T Yes:, No: No: 3. Will items produced in this building be offered for sale? , t Yes: No: ✓/ 4. Will the public have access to this building? Yes: No: No: 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: 6.. Will this building be occupied at any time as a sleeping quarters? Yes: No: 7. Will this building be occupied at any time as an eating area? Yes: No: 8. Will this building be occupied at any time as a cooking area? Yes: No: V / 9. Will this building be occupied at any time as a Poing area? Yes: No: ., SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach fines? Yes: No: 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: " 12. Do you plan to add a driveway or modify e)asting access to a county maintained road? Yes: No: 13. Will the proposed structure encroach within any recorded easement? Yes: No:I CONSTRUCTION FEATURES: / 14. Will this building have insulated floor, walls, or ceiling? Yes: No: !/ 15. Will this building be heated or cooled? Yes: No: 16. Will this building have a water closetltoilet? Yes: No: 17. Will this building have a sink? Yes: No: 18. Will Will this building have a water heater? Yes: No: ' 19. What type of floor covering will the building have? 20. What type of wall covering will the building have?i.{� ., ADDITIONAL INFORMATION: I hearby affirm under penalty ury the above infromation is true and correct. I understand that any changes to the use. or character of use. of this building will requireperrnils from jtqe perauthority. I ugderstand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. rv� DATE OWNER'S SIGNATURE DATE . FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: July 13, 2000 - Greg Hunter 1205 French Avenue Gridley, CA Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 00-1057 Assessor's Parcel Number: 021-131-025 Dear Mr. Hunter: This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: v% Provide foundation design calculations based on the 1997 Uniform Building Code. Calculations provided use the 1994 code provisions. ?. Please revise the foundation design calculations to reflect U.B.C. section 1621.1 which allows only two thirds of the dead -load -resisting moment to be used to resist the base overturning moment. 3. Special inspection is required in accordance with Section 1701 of the U.B.C. for all field welding and high strength bolting. The Butte County Building Division must approve the inspector. Provide this office with the name of the special inspector you intend to use. � ✓J pc_5um*�- ✓4. Three complete sets of plans are required. Please submit one additional set of engineered foundation plans and three sets of plans showing floor plans and elevation views. Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact -me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. - Sincerely, Philo Hunt, P.E. Plan Check Engineer cc: McKisson & Associates PRC-ECT PROCESSING RF-CORD APPLICANT: OWNER: PERMIT #: 5 � A. P.#: WORK DESCRIPTION: DATE D-ESCRIPMN OF STEP Z,, 00 ��,CrD 7/19/00 Philo Hunt, P.E. Plan Check Engineer Department of Development Services Building Division Dear Mr. Hunt, The special inspector for the Greg Hunter steel building. project will be Reggie Dewsnup, of Pacific Testing & Engineering. He is located in Gridley, CA. His phone number is (530) 846-4247. Thank you Curt Keen Mckisson & Associates 1490 Highway 99, Suite b Gridley, CA 95948 !� ph ls�OAr -P - Q I ►off �s unA%i—= 16 ;;I;j;_ j__I 1-17T � 1 iI Ol (10 --- ---------- --- -- i I i I , i I I I ' •{ 1 I I I I I I _ I � 1 t 1 , i : i • 47 i VIA I ••�• r I i I /�#/ � � I I J L-- | ! | | | +-_'�_-�_� �-_�-_� ---�-_� -- ` i ! ! | | | ! | | | ! | | i | i | � / | i | | | | i | | i \ | ! � � . SPECIAL INSPECTION POLICY 1. Engineer or Architect shall identify on the plans when special inspection is required per Section 1701 of.the Uniform Building Code, list the type of special inspection required and any special requirements for testing. 2. Plan check engineer will attach the "Special Inspection Note" form, to the plans indicating which items will require special inspection. 3. Plan check engineer will notify applicant and list on the data sheet that approval of the special inspector is required prior to issuance of the building permit. 4. A preconstruction conference may be required by the Plan Check Engineer to review special inspection requirements and procedures. 5. The special inspector shall be employed by the owner, architect or engineer of record, but not by the contractor. 6. Prior to our approval of a special inspector, a resume and other information may be requested to verify the qualifications and certification of the special inspector. 7. Special inspectors shall submit reports to the Building Division stating that all items requiring special inspection and testing were fulfilled. Final report is to be submitted and approved prior to final inspection of building. In addition to the inspections required by the Uniform Building Code Section 108, a Special Inspection is required in this building in accordance with the Uniform Building Code Section 1701. Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design drawings and specifications. 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3.. The special inspector shall submit a final signed report to the Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Building Division called inspections cannot be delegated to him, so inspections must also be made by Butte County. 5. Any change in special inspection funis made after permit issuance shall be approved by the Building Division prior to the new firm performing any inspections 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special inspection is required for the following items: [ Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). [ ]Structural Masonry Xi-h gh Strength Bolting A'F P L. 1 ED- T�_= S T N J V G welding 12•E6G I. E Dc \& SA V P [ -Bolts installed in Concrete [ ]Other: December 1996 �10�. 4.0 "Jul -13-00 02:44P .� o�U3TT� July 13,-2000 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Greg Hunter 1205 French Avenue Gridley, CA Re: Building Permit Number: 00-1057 Assessor's Parcel Number: 021-131-025 ti P.01 Dear Mr. Hunter: This office has performed the structural review of the above referenced building plans ;h Please provide additional information and/or make revisions to plans, specifications and calculations as follows. i_ � Provide foundation design calculations based' on th 1997 niform Building Code. Calculations provided use the 1994 code provisions. yjV Please revise the foundation design calculations to reflect U.B.C. section 1621.1 jwhich allows only two thirds of the dead -load -resisting moment to be used to resist the base overturning moment. - _Special inspection is required in accordance with Section 1701 of the U.B.C. for all 4; field welding and high strength bolting. The Butte County Building Division must ' approve the inspector. Provide this office with the name of the special inspector you intend to use. f A Three complete sets of plans are required. Please submit one additional set of engineered foundation plans and -three sets of plans showing floor plans and �z elevation views. Plan check will continue upon receipt, of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. ' Sincerely, Philo Hunt, P.E. Plan Check Engineer McKisson & Associates 1 , Mckisson & Associates JOB NO. 1490 Highwoy 99, Suite B SHT. NO Gridley, CA 95948 Ph. (530) 846-6376 DATE Fox (530) 846-6358 DESIGN PROJECT NAME 4jox=. merAL �j I, L -r-3 i v -i 1-04 PROJECT ADDRESS 100 f"WHO4 M0, C4\ CLIENT N ON loer. BUILDING TYPE CODE VERTICAL LOADING T &0 CvA - t,,4 I:szkt- T�6 --75 Xr MATERIAL SPECIFICATIONS & STRESS SOIL Test 100to 0 Classification Embedment CONCRETE 4r A, LATERAL LOADING WIND PRESSURE CRL6 AANSONRY REINFORCEMENT Ag'-:�'M 6115 STRUCTURAL STEEL A-3,& crgk A070 -A072 SA:r&A-"4aAA"2-- Aainiz SOL, NZ Ae;& 120,12 WOOD SEISMIC FACTORS Type or arrangement of lateral resisting elements (table VERTICAL LOADING T &0 CvA - t,,4 I:szkt- T�6 --75 Xr MATERIAL SPECIFICATIONS & STRESS SOIL Test 100to 0 Classification Embedment CONCRETE 4r A, LATERAL LOADING WIND PRESSURE CRL6 AANSONRY REINFORCEMENT Ag'-:�'M 6115 STRUCTURAL STEEL A-3,& crgk A070 -A072 SA:r&A-"4aAA"2-- Aainiz SOL, NZ Ae;& 120,12 WOOD SEISMIC FACTORS Mckieson & Associates Project Sheet i 1490 Highway 99, Suite BAON Gih% rjl►��' Gridley. CA 95948 �?�S FcN ave • 2 Ph. (530) 846-6376 Fax (530) 846-6358 Date of Job No. 4 f WAAA cop A Y, 0 loco y. 2 2 Mckleson & Associates P-Jeft Shoot 1490 Highway 99, Suite 8 6w -.v HwTt:r- Bu: --G Ao\ Gridley. CA 95948 Ph. (530) 846-6376 &2412LE-Y CA. J+& Fox (530) 846-6358 Job DaW of V*L r y -, & -, ", - '-. 1, 1 Ar - y " 'V7- 2 2 ON,!, Con Y44,PLO 1 !>-GW4 Ora e, � I WWAOD lv%s 7) 0 140 A 00 1. CID y -, & -, ", - '-. 1, 1 Ar - y " L10, 474 'PW 'PIW 'L, r 5 2 2 ON,!, Con Y44,PLO 1 !>-GW4 (\qe4aO 7) 0 12" t,114, 1p. WO -:�: L10, 474 'PW 'PIW )J"" 'L, r 5 2 ON,!, Con Y44,PLO 1 !>-GW4 7) 0 12" t,114, )J"" Street Mckisson & Associates P -)Mt 1490 Highway 99, Suits B ap-G& Gfidley. CA 95948 (;co f:-O:Pokrjk /A Ph. (530) 846-6376 Fox (530) 846-6358 oats of Job No. I gAt:l L-9:�A=iS -14 OU . 2�. OV IG# -A I Co r-OrACA* 10 PCO P (W) 197 UO(i LO 77 Li (01 + (7 Ix 10 X t) 0111) Mckisson & Associates Project: Shout 1490 Highway 99, Suite B *6=44 6Wf4=F— l�rJIL'dc." Gridley. CA 95948 1� Tiz*0O&k A-4js- Ph. (530) 846-6376 X94C)Lalei Fax (530) 846-6358 JData, of Job No. LWIND L') ----------- v'/ IWO =7 X t 14,0 Ci4b V: g4e-g 4-f 5&0 X 15 -70/.;(,o6O RM foo i VT -or__ -7 00 Ll CAS 0 O'y v dill O(A LO/ At t M Pb C D C 51 s'RF-,f C Mckisson & Associates Project Shoat - 1400 Highway 99, Suite B Grp` �UO-T Gridley, CA 95948 1�0ro :1�7rR-GtX 4 AJC Ph. (530) 846-6376 (j1�tQL j CA OjGj- jg Fax (530) 846-635$ pate 7 I �� t 2tG I of l • Job No.1 �oJNC;,ATio� � IGN y 4�-I-G; (Ptp- b0lioG .PERMI-r,4 00- 1057 k1`12k UJINr2 VOF V.Jgt,l. - ALF X 20 X80® tx.b F-- = ib� x 20' >< ��5f3 ,� l 5 13, 29 2 Goti.7C,?, FTS. �3o''x v�,u� r RN1 = �,� / b b _ �� oM -. 5(�D (.►5..5`,= 7d, 660 4' . Owl,) y -76I(Olao 4 2, 870 #� > 70, 0a o �" S I+2,676" 2'O -701 fi NSI n O z 0) C: r -I O z m m O �l p O O if1 0 m Mckisson & Associates Project:Sheet: 1490 Highway 99, Suite 8 �r HUNTLT r- G'r5tL 'But ►��, Gridley, CA 95948 Ph. 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Box 110, Jamestown, ND 58401, (701) 252-7380 JOB NAME: Williams Construction LOCATION: Gridley, CA DESCRIPTION: 20x60x 14 PO NO.: W23851 DATE: 03/29/00 CALCULATIONS & DE PROJECT ENGINEER Rama Adhikary Registered Professional Eng S . 0V 3/22/00 C:\MBS_JOBS\W23851\DesCalc.out, Page 1 WEDGCOR INC. STRUCTURAL DESIGN CALCULATIONS FOR WILLIAMS CONSTRUCTION GREG HUNTER •GRIDLEY, CA W23851 BUILDING DATA Width (ft) = 20.0 Length (ft) = 60.0 Eave Height (ft) = 14.0/ 14.0 Roof Slope (rise/12 ) = 1.00/ 1.00 Dead Load (psf ) = 2.2 Live Load (psf ) = 20.0 Collat. Load (psf ) = 0.0 Snow Load (psf ) = 20.0 Wind Speed(mph ) = 80.0 ✓ Wind Code -UBC 97/ Closed/Open =C / Exposure =C ✓ Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Coeff = 0.57 Seismic Zone 4 ✓ Designer = --------------- 3/22/00 C C Fo C/4 0 Dia- 3/4' 5 1/2' 1 '— — 1 '— 5 1/2' X—Bracin 0 I 0 e r2I E'e o �A 1 i In i I •I I I t! . � ^ I D e I I� e u . X—Bracing —70 o 5 1/2' — _ 1 _ s 1/2' ANCHOR BOLT PLAN NOTE: All Base Plates O 100'-0'(U.N.) SHEETING DESCRIPTION ROOF SHEETING 26 GA. COLOR: GA = Golvalume WALL SHEETING 26 GA. COLOR: SB - Stone Beige TRIM COLOR: WH = White D WEDGCOR INC. B.p : WILLIAMS CONSTRUCTION DRAWN BY. Cult : OREO HINIER 3/22/0 Dery : 70.0. 6DA . 14.0 CHECK BY. Site : GRIDLEY. G Scale : NONE ENG BY. P.D. :R736511 �. SHEET NO. Al OF 3 3/22/00 DesCalc.out Page 2 -------------------------------------------- =W23851 Design Loads For Each Building Component 3/22/00 11:02am FRONT SIDEWALL: --------------- LOADING Wind Wind Press Suct 15.6 -15.6 20.8 -20.8 15.6 -15.6 BACK SIDEWALL: --------------- LOADING Wind Wind Press Suct 15.6 -15.6 20.8 -20.8 15.6 -15.6 .'LEFT ENDWALL: -------------- .. Girt/Header .. Panel .. Jamb .. Girt/Header .. Panel .. Jamb BASIC LOADS: Dead Live Snow Collateral Basic Wind Load. Load Load Load Load Wind Ratio 2.2 20.0 20.0 0.0 17.4 1.00 WIND PRESSURE/SUCTION: Wind Wind Bracing_Wind Press Suct Left 15.6 -15.6 .. Column 15.6 -15.6 .. Girt/Header 15.6 -15.6 .. Jamb 20.8 -20.8 .. Panel WIND COEFFICIENTS: Surf Rafter _ Wind _1 Rafter Wind_2 Bracing_Wind Long Id Left Right Left Right Left Right Press 1 0.80 -0.50 0.00 0.00 0.80 -0.50 0.80 2 -0.70 -0.70 0.00 0.00 -0.70 .-0.70 -0.70 3 -0.70 -0.70 0.00 0.00 -0.70 -0.70 -0.70 4 -0.50 0.80 0.00 0.00 -0.50 0.80 -0.50 COLUMN & BRACING DESIGN LOADS: No. Load Live/ Brace Wind Column Wind Load Id Dead Collat Snow Left Right Press Suct 6 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 2 1.00 0.00 0.50 0.00 0.00 1.00 0.00 3 1.00 0.00 0.50 0.00 0.00 0.00 1.00 4 1.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 0.00 0.00 1.00 0.00 0.00 0.00 Surface Friction .0.00 0.00 0.00 0.00 Aux Id 0 0 0 0 0 3/22/00 DesCalc.out 6 1.00 0.00 0.00 0.00 1.00 o 0.00 0.00 RAFTER DESIGN LOADS: No. Load & BRACING DESIGN Live/ Rafter Wind Rafter_Wind_2 Snow Load Id Dead Collat Snow Left _ _1 Right Left Right 5 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 2 1.00 0.00 0.00 1.00 0.00 0.00 0.00 3 1.00 -0.00 0.00 0.00 1.00 0.00 0.00 4 1.00 0.00 0.00 0.00 0.00 1.00 0.00 5 1.00 0.00 0.00 0.00 0.00 0.00 1.00 RIGHT ENDWALL: -------------- BASIC LOADS: & BRACING DESIGN LOADS: Dead Live Snow Collateral Basic Wind Load Load Load Load Load Wind Ratio I Aux 2.2 20.0 20.0 0.0 17.4 1.00 Left WIND PRESSURE/SUCTION: Press Suct I Id 6 1 Wind Wind 1.00 1'.00 0.00 0.00 0.00 Press Suct 0 2 1.00 0.00 15.6 -15.6 .. Column 1.00 0.00 0 15.6 -15.6 .. Girt/Header 0.00 0.50 15.6 -15.6 .. Jamb 1.00 0 20.8 -20.8 .. Panel 0.00 0.00 0.00 WIND COEFFICIENTS: 0.00 0 5 Surf Rafter _ Wind _1 Rafter _Wind _2 Bracing Wind Long Id Left Right Left Right Left Right Press 1 0.80 -0.50 0.00 0.00 0.80 -0.50 0.80 2 -0.70 -0.70 0.00 0.00 -0.70 -0.70 -0.70' 3 -0.70 -0.70 0.00 0.00 -0.70 -0.70 -0.70 4 -0.50 0.80 0.00 0.00 -0.50 0.80 -0.50 L I Aux I Id 0 0 0 0 0 Surface Friction 0.00 0.00 0.00 0.00 COLUMN & BRACING DESIGN LOADS: No. Load Live/ Brace Wind Column Wind I Aux Load Id Dead Collat Snow Left Right Press Suct I Id 6 1 1.00 1.00 1'.00 0.00 0.00 0.00 0.00 0 2 1.00 0.00 0.50 0.00 0.00 1.00 0.00 0 3 1.00 0.00 0.50 0.00 0.00 0.00 1.00 0 4 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 5 1.00 0.00 0.00 1 1.00 0.00 0.00 0.00 0 6 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0 RAFTER DESIGN LOADS: No. Load Live/ Rafter Rafter Wind I Aux Load Id Dead Collat Snow _Wind Left _1 Right Left -2. Right I Id 5 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0. 2 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0 3 1.00 0.00 0.00 0.00 1.00. 0.00 0.00 0 4 1.00. 0.00 0.00 0.00 0.00 1.00 0.00 0 5 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0 Page 3 3/22/00 DesCalc.out Page, 4 ROOFDES: BASIC LOADS: Dead Live Snow Collateral Basic Wind Load Surface Load Load Load Load Wind Ratio Friction 2.2 2.0.0 20.0 0.0 17.4 1.00 0.00 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Suct_R 0.0 -17.4 .. Purlins 0_0 -22.6 .. Panels 13.9 -8.7 -12.2 .. Bracing PURLIN DESIGN LOADS: Surf No. _Des Load Live/ Live Live/. Wind Wind Id Loads Id Dead Collat 'Snow Press Suct 2 2 1 '1.00 0.00 1.00. 1.00 0.00 0.00 --Wind 1--- 2 1.00 0.00 0.00 0.00 1.00 3 2 1 1.00 1.00 1.00 0.00 0.00 2 -0.70. 2 1.00 0.00 0.00 0.00 1.00 BRACING DESIGN LOADS: 0.00 4 -0.50 0.80 -0.50 Surf No. _Des Load Live/ Wind Wind Id Loads Id Dead Collat Snow Press Suct -2 4 1 1.00 0.00 0.00 1.00 1.00 2 1.00 0.00 0.50 1.00 1.00 3 1.00 1.00 1.00 0.50 0.50 4 1.00 1.00 0.00 0.00 0.00 3 4 1 1.00 0.00 0.00 1.00 1.00 2 1.00 0.00 0.50 1.00 1.00 3 ' 1.00 1.00 1.00 0.50 0.50 4 1.00 1.00 0.00 0.00 0.00 RIGID FRAME #1: --------------- BASIC LOADS: Aux Id 0 0 0 0 Aux Id 0 0 0 0 0 0 0 0 I DESIGN LOADS: -------------------- Load ------------------- No._Des Load Live/ Live Basic Defl Seis Weak_Axis_React Dead Live Snow Collateral Wind Ratio Load L_Col R_Col 2.2 20.0 20.0 0.00 0.0 17.4 1.00 0.2 0.0 0.0 WIND COEFFICIENTS: 0.00 1.00 0.00 0.00 0.00 0.00 0 Surf --Wind 1--- --Wind 2--- Surface Id Left Right Left Right Friction 1 0.80 -0.50 0.80 -0.50 0.00 2 -0.70. -0.70 -0.70 -0.70 0.00 3 -0.70 -0.70 -0.70 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 0.00 DESIGN LOADS: -------------------- Load ------------------- No._Des Load Live/ Live -Coefficients ---Wind 1-- ---Wind 2-- Aux Loads Id Dead Collat Snow Right Left Right Left Right Seis Id 19 .1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 3/22/00 DesCalc.out 3 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 4 1.00 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 5 1.00 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 6 1.00 0.00 0.50 0.00 1.00 0.00 0.00 0.00 0.00 7 1.00 0.00 0.50 0.00 0.00 1.00 0.00 0.00 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 10 1.00. 1.00 1.00 0.00 0.00 0.00 0.50 0.00 0.00 11 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.50 0.00 12 1.00 0.00 0.50 0.00 0.00 0.00 1.00 0.00 0.00 13 1.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 14 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 15 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 16 0.00 0.00 0.00 0.00' 0.00 0.00 0.00 0.00 1.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 18 1.00 1.00 1.00 -0.50 0.00 0.00 0.00 0.00 0.00 19 1.00 1.00 0.50 0.50 0.00 0.00 0.00 0.00 0.00 RIGID FRAME #2: --------------- BASIC LOADS: Basic Defl Seis Weak_Axis_React Dead Live Snow Collateral Wind Ratio Load L_Col R_Col 2.2 20.0 20.0 0.0 17.4 1..00 0.4 0.0 0.0 WIND COEFFICIENTS: Page 5 Surf --Wind 1--- --Wind 2--- Surface Id Left Right Left Right Friction 1 0.80 -0.50 0.80 -0.50 0.00 2 -0.70 -0.70 -0.70 -0.70 0.00 3 -0.70 -0.70 -0.70 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 0.00 DESIGN LOADS: -------------------- Load ------------------- No._Des Load Live/ Live _Coefficients ---Wind 1-- ---Wind 2-- Aux Loads Id Dead Collat Snow Right Left Right Left Right Seis Id 19 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 3 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 4 1.00 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0 5 1.00 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0 6 1.00 0.00 0.50 0.00 1.00 0.00 0.00 0.00 0.00 0 7 1.00 0.00 0.50 0.00 0.00 1.00 0.00 0.00 0.00 0 8 1.00 0.00 0.00 0.00 0..00 0.00 1.00 0.00 0.00 0 9 1.00 0.00 0.00 0.00 0.00. 0.00 0.00 1.00 0.00 0' 10 1.00 1.00 1.00 0.00 0.00 0.00 0.50 0.00 0.00 0 11 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.50 0.00 0 12 1.00 0.00 0.50 0.00 0.00 0.00 1.00 0.00 0.00 0 13 1.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0 14 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 15 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 16 0.00, 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 18 1.00 1.00 1.00 -0.50 0.00 0.00 0.00 0.00 0.00 0 19 1.00 1.00 0.50 0.50 0.00 0.00 0.00 0.00 0.00 0 3/22/00 De8Calc.out Page 6 3/22/00 DesCalc.out Page 7 -W23851 Frame Lines 2 3 Load Reactions, ------------------------------------------ Anchor Bolts, & Base Plates 3/22/00 11:02am DL+WL1 3 DL+CO+LL ----- ----- ---- Foundation Loads (k) ---- --------- DL+CO+LL+WR2/2 ----------------- DL+CO+LL+WL2/2 9 Frame Col Max Pos Val Max Neg Val Anc. Bolt Base Plate Line ----- Line ----- Id -- Horiz ----- Vert ----- Id Horiz Vert No. Diam Width Len Thick 1 D 9 0.79 0.04 -- 10 ----- -0.79 ----- 0.04 --- 2 ----- 0.750 ----- 6.00 ----- 6.50 ----- 0.112 9 0.79 "0.04 1 B 9 0.79 0.04 10 -0.79 0.04 2 0.750 6.00 6.50 0.112 9 0.79 0.04 4 A 9 0.00 -0.36 2 0.750 6.00 6.50 0.112 3 0.00 0.97 10 0.00 -0.36 4 C 9 1.00 -1.12 10 -1.00 -1.12 2 0.750 6.00 6.50 0.112 3 0.00 2.76 10 -1.00 -1.12 4 E 9 0.00 -0.36 2 0.750 6.00 6.50 0.112 3 0.00 0.97 10 0.00 -0.36 1 E 1 1.46 1.45 2 -1.91 -2.04 2 0.750 5.00 9.00 0.375 3 0.34 2.47 2 -1.91 -2.04 1 A 4 1.91 -2.04 5 -1.46 1.45 2 0.750 5.00 9.00 0.375 3 -0.34 2.47 6 1.91 -2.04 *2 E 1 2.84 2.72 2 -3.82 -4.16 2 0.750 8.00 10.00 0.375 7 1.98 4.72 2 -3.82 -4.16 *2" A 4 3.82 -4.16 5 -2.84 2.72 2 0.750 8.00 10.00 0.375 8 -1.98 4.72 6 3.82 -4.16 ------------------------------------------------------------------------------ *2 Frame Lines 2 3 Load Load Id Combination ---- 1 -----------------------------= DL+LL/2+WR2 2 DL+WL1 3 DL+CO+LL 4 DL+WR2 5 DL+LL/2+WL1 _ 6 DL+WRl 7 DL+CO+LL+WR2/2 8 DL+CO+LL+WL2/2 9 DL+WRI+WS 10 DL+WP BRACING/PANEL SHEAR REACTIONS: 3/22/00 DesCalc.out Page 8 ------------------ With Bracing(k ) No Bracing(lb/ft) Wall Col Horz Vert Load At Id ? Id React React Base Angle 1 0.00 2 2 ,3 2.46 1.49* 3 80.51 4 3 ,2 2.46 1.49 --------------------------------- W23851 Additional Reactions Report 3/22/00 11:02am Rigid Frame Column Reactions --------------------------- Frame Col ---Dead--- Collateral ---Live--- --Live_R-- -Wind Ll -- Line ----- Line ------ Horiz ----- Vert ----- Horiz ----- Vert Horiz Vert Horiz Vert Horiz Vert 1 E 0.05 0.44 0.00 ----- 0.00 ----- 0.30 ----- 2.03 ----- 0.15 ----- 0.47 ----- -1.95 ----- -2:47 1 A -0.05 0.44 0.00 0.00 -0.30 2.03 -0.15 1.57 -1.26 0.00 *2 E 0.09 0.71 0.00 0.00 0.68 4.00 0.34 0.91 -3..9.1 -4.87 *2 ------------------------------------------------------------------------------ A -0.09 0.71 0.00 0.00 -0.68 4.00 -0.34 3.09 -2.41 0.01 Frame Col -Wind _R1-- -Wind L2-- -Wind.R2-- Seismic L- Seismic R-. Line - ----- Line ------ Horiz ----- Vert ----- Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 E 1.26 0.00 ----- -1.95 ----- -2.47 ----- 1.26 ----- 0.00 ----- -0.22 ----- -0.32 ----- 0.22 ----- 0.32 1 A 1.95 -2.47 -1.26 0.00 1.95 -2.47 -0.22 0.32 0.22 -0.32 *2 E 2.41 '0.01 -3.91 -4.87 2.41 0.01 -0.40 -0.58 0.40 0.58 *2 ------------------------------------------------------------------------------ A 3.91 -4.87 -2.41 0.01 3.91 -4.87 -0.40 0.58 0.40 -0.58 *2 Frame Lines : 2 3 Endwall Column Reactions ------------------------- Frame Col Dead Collat Live Line ----- Line ---- Vert Vert Vert 1 D ----- 0.04 ----- 0.00 ----- 0.00 1 B 0.04 0.00 0.00 4 A' 0.14 -0.00 0.83 4 C 0.35 0.00 2.41 4 E 0.14 0.00 0.83 -Brc_ Wind Horz _L- Vert 0.00 0.00 0.00 0.00 0.00 -0:51 0.00 -1.46 0..00 -0.51 -Brc_Wind _R- Horz Vert 0.00 0.00 0.00 0.00 0.00 -0.51 0.00 -1.46 0.00 -0.51 -Out_Of_Plane- Wind_P Wind S Horz Horz -0.79 0.79 -0.79 0.79 0.00 0.00 -1.00 1.00 0.00 0.00 3/22/00 DesCalc.out Page 9 ----------------.------------------------------------------------------------ Endwall Column Reactions ------------------------- Frame Col -Raf_ Wind _L- -Raf_Wind - --Seismic L- --Seismic Line ----- Line ---- Horz, ----- Vert ----- Horz ----- _R Vert Horz Vert Horz _R- Vert 1 D 0.00 0.00 0.00 ----- 0.00 ----- 0.00 ----- 0.00 ----- 0.00 ------ 0.00 1 B 0.00 0.00 0.00' 0.00 0.00 0.00 0.00 0.00 4 A 0.00 -0.51 0.00 -0.51 0.00 0.00 0.00 0.00 4 C 0.00 -1.46. 0.00 -1.46 0.00 0.00 0.00 0.00 4 ---------------------------------------------------------------------------- E 0.00 -0.51 0.00 -0.51 0.00 0.00 0.00 0.00 3/22/00 C:\MBS_JOBS\W23851\FramSum.out Page 1 WEDGCOR INC. FRAMING SUMMARY FOR WILLIAMS CONSTRUCTION GREG HUNTER GRIDLEY, CA W23851 BUILDING DATA Width (ft) = 20.0 Length (ft) = 60.0 Eave Height (ft) = 14.0/ 14.0 Roof Slope (rise/12) = 1.00/ 1.00 Dead Load (psf ) = 2.20 Live.Load (psf ) =20.00 Collat. Load (psf ) = 0.00 Snow Load (psf ) =20.00 Wind Speed(mph ) = 80.0 Wind Code =UBC 97 Closed/Open =C Exposure =C Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Coeff = .57 Designer = 3/22/00 3/22/00 FramSum.out Page 2 3/22/00 FramSum.out Page 3 -------------- W23851 FRAMING SUMMARY: Roof 3/22/00 ll:llam PURLINS: Surface Purlin Peak Purlin Purlin Purlin_Lap Purlin Stub Purlins Id ------- Type . ------ Space Space Rows. ----- Ext Int Brace Left Right 2 ZB ------ ------ 0.833 4.601 2 ---- ---- 0.88 0.88 ------ 0.88 ----- N ----- N 3 ZB 0.833 4.601 2 0.88 0.88 0.88 N N PURLIN SIZE: Surface Size_Of_Purlins_At_Bay Id ------- 1 . 2 3 2 -------- 6.5Z16 -------- -------- 6.5Z16 6.5Z16 3 6.5Z16 6.5216 6.5Z16 PURLIN INSIDE FLANGE STRAP: Max—Strap—Space= 13.0000 Rows_ Of_Straps_At_Bay 1 2 3 1 1 1 EAVE STRUTS: Wall Lap Bolt Size_ Of_Eave_Struts_At_Bay Id ---- Plate ----- Diam 1 2 3 2 Y ---- 0.500 -------- -------- -------- 8C16S 8C16S 8C16S 4 Y 0.500 8C16S 8C16S 8C16S ROOF BRACING: Bay Attachment_ Location (Distance measured from back sidewall) Id 0.0 10.0 20.0 2 0.313 0.313 - ----------------------- W23851 FRAMING SUMMARY: Left Endwall 3/22/00 11•11am 3/22/00 FramSum.out GIRTS: Girt Girt Girt Type Lap Brace ZF 0.000 0.000 GIRT LOCATION: Bay No. Girt Location Id Girt 1 2 --- ---- -------- -------- 1 2 3.667 7.333 3 2 3.667 7.333 GIRT SIZE: (Full Bay Girts) Bay No. Girt Id Id Girt 1 2 --- ---- -------- -------- 1 2 6.5Z16 6.5216 3 2 6.5Z16 6.5216 GIRT SIZE: (Partial Bay Girts) Bay Girt Girt Id Id Id 1 2 --- ---- -------- -------- GIRT INSIDE FLANGE STRAP: Max_Strap_Space= 13.0000 Rows_ Of Straps_ At Bay 1 2 3 0 0 0 Page 4 DOOR JAMBS/HEADERS: Bay Left _Jamb Right,Jamb Door Header Id Offset Length Size Offset Length Size Height Length Size --- ------ -------------- ------ -------------- ------ ------ -------- 2 0.0 12.0 -------- 12.0 12.0 -------- 12.0 12.0 8C16 COLUMNS: Column Column Column Column Id Offset Length Size I--Base_Bolts-----Top_Bolts-- I No Type Diam No Type Diam 3/22/00 FramSum.out Page 5 ------ -------------- -- ----- ----- -- ----- ----- 2 4.0 13.1 8C16 2 A325 0.500 2 A325 0.500 3 16.0 13.1 8C16 2 A325 0.500 2 A325 0.500 W23851 FRAMING SbMMARY: Right Endwall 3/22/00 11:11am GIRTS: Girt Girt Girt Type Lap Brace ---- ----- ----- ZF 0.000 0.000 GIRT LOCATION: Bay No. Girt Location Id Girt 1 --- ---- -------- 1 . 1 7.333 2 1 7.333 GIRT SIZE: (Full Bay Girts) Bay No. Girt Id Id Girt 1 1 1 6.5Z16 2 1 6.5216 GIRT INSIDE FLANGE STRAP: Max_Strap_Space= 13.0000 Rows_ Of,Straps_At_Bay. 1 2 0 0 RAFTERS/SPLICE PLATES: Surf Rafters Splice—Plates Bolts -Id Id Length Size I Type Width Thick Type Diam Space Gage ---- -- -------------- ------ ----- ---- ---= ----- ----- ---- 2 1 10.0 8C16 3 2 10.0 8C16 Mom 8.0 0.179 A325 0.500 2.00 0.0 COLUMNS: 3/22/00 FramSum.out Page 6 Column Column Column Column --Base_ Bolts -- ---Top_Bolts-- ---- 1 ' Id ------ Offset ------ Length ------ Size No Type Diam No -Type Diam 1 0.5 12.8 -------- 8C16 -- 2 ----- A325 ----- 0.500 -- ----- 2 A325 ----- 0.500 2 10.0 13.6 8C16 2 A32.5 0'.500 2 A325 0.500 3 19.5 12.8 8C16 2 A325 0.500 2•A325 0.500 WALL BRACING: Bay Cable Id Diam. 1 0.313 ---------------- W23851 FRAMING SUMMARY: Front Sidewall 3/22/00 ll:llam GIRTS: Girt Girt Girt Type Lap Brace ZB 0.875 3.875 GIRT LOCATION: Bay No. Girt Location Id Girt 1 --- 1 ---- 1 -------- 7.333 2 1 7.333 3 1 7.333 GIRT SIZE: (Full Bay Girts) Bay No. Girt Id Id Girt 1 --- 11 ---- 1 -------- 6.5Z16 2 1 6.5Z16 3 1 6.5Z14 GIRT INSIDE FLANGE STRAP: Max_Strap_Space= 13.0000 Rows_ Of Straps_ At Bay 1 2 3 3/22/00. FramSum.out Page 7 1 1 1 WALL BRACING: Bay Cable Id Diam. 2 0.313 ----------------------- W23851 FRAMING SUMMARY: Back Sidewall 3/22/00 ll:llam GIRTS: Girt Girt Girt Type Lap Brace ZB 0.875 3.875 GIRT LOCATION: Bay No. Girt Location Id Girt 1 --- 1 ---- 1 -------- 7.333 2 1 7.333 3 1 7.333 GIRT SIZE: (Full Bay Girts) Bay. No. Girt Id Id Girt 1 --- 1 ---- 1 -------- 6.5Z14 2 1 6:5Z16 3 1 6.5Z16 GIRT INSIDE FLANGE STRAP: Max_Strap_Space= 13.0000 Rows_ Of Straps_ At Bay 1 2 3 1 1 1 WALL BRACING: 3/22/O0 FramSum.out Page 8 Bay Cable , Id Diam. 2 0.313 3/22/00 C:\MBS_JOBS\W23851\RoofDes.out Page 1 -------------------------------------- *W23851 Roof Design Input 3/22/00 10:53am *---------------------- * < PROGRAM OPERATION > ---------------------- (1) JOBID: --------------------- (1)JOBID: (Max: 60 char) IW23851' *(2)PROGRAM OPTIONS: * Run Run Run * Purlin Panel Brace FYI IV B T V 1 ---Build--- Seismic Code Year Zone 'UBC ' 197' 14 ' *(3)DESIGN-CONSTANTS: * -------- Steel _ Yield -------- ------ Stress _Ratio ------ Lap Steel * Purlin Panel R_Col 'W Col Purlin Panel Wind Frame Stiff Code 55.0 80.0 36.0 50.0 1.03 1.03 1.03 .50 'WS' *(4)DEFLECTION LIMITS: * ------Purlin------ ----Extension----- ---Panel- Wind * Live Wind Total Live Wind Total Live Wind Frame 180.0 120.0 .0 180.0 120.0 .0 180.0 120.0 60.0 *(5)REPORTS: * Input Purlin * Echo Design 'I' 'Y' Purlin Eave Roof Cable Summary Strut Panel Brace 'Y' 'Y' 'Y' 'Y' *(6)BUILDING TYPE: * Build L_Expand_EW R_Expand_EW * Type, Use Offset Use Offset 'FF' 'Y' 4.000 'N' 0.000 ------------------- 7 < BUILDING LAYOUT > *-------------------- * *(7)BUILDING SHAPE: (Max: 14 surfaces) * No. X_Coord Y_Coord * Surf (ft) (ft) 4 0.0000 14.0000 10.0000 14.8333 20.0000 14.0000 20.0000 0.0000 *(8)WALL BAY SPACING: (Max: 40 bays) * Wall Sets—Of Bay No. * Id Bays Width Bays 3 1 10.0000 2 2 1 20.0000 3 3/22/00 3 1 10.0000 2 *(9)FRAMED OPENINGS: * Wall No. Bay Open * Id Opens Id Width 1 1 2 12.0000 2 0 3 0 4 0 *(10)PARTIAL WALLS: * Wall Set _Of--Bay_Id-- * Id Bays Start End 1 0 2 0 3 0 4 0 RoofDes.out Open Open Open Height Offset Type 12.0000 0.0000 2 Wall Height *(11)SURFACE EXTENSION/FRAME RECESS: * Surf --- Surf _Ext--- Frame—Recess Set Lap ----Rafter—Size ----- * Id Left Right Left Right Left Right 2 0.0000 0.0000 0.3333 0.3333 '8C16 I 18C16 ' 3 0.0000 0.0000 0.3333 0.3333 '8C16 I 18C16 ' *------------------- * < FRAMING DESIGN > *------------------- * *(12)PURLINS: * Surf Purlin OS_Flg IS_Flg Set Set Lap Max_Unbr * Id Type Brace Brace Depth Ext Int Length 2 'ZB' 'Y' 'Y' 0.000 0.0000 0.0000 13.0000 3 1ZB' 'Y' 'Y' 0.000 0.0000 0.0000 13.0000 *(13)PURLIN SPACING: * Surf Peak Max Set Set -Set_Space- * Id Space Space Space _Of Space Space No. 2 0.8333 5.0000 0.0000. 0 3 0.8333 5.0000 0.0000 0 *(14)PURLIN SIZE: * Surf Set No. * . Id Purl Purl Purlin Size 2 'N' 0 3 'N' 0 *(15)PANELS & EAVE STRUT: * Panel Standing Eave * Size Seam Type 126 HR ' 'N' 'EO' *(16)WIND FRAMING SELECTION: * ----------- Order Selection ----------- * Wall Panel Diagonal _Of_ Wind Wind Weak Axis Page 2 3/22/00 RoofDes.out Page 3 * Id Shear Bracing Bent Column Bending 2 .I NI IVI IN' IN' ,TATV, - 4 IN' 11V � IN' INV ' IN *(17)ROOF DIAGONAL Bl RACING : 1 2 * Max—Pan Brace Each User_ Selected_Roof_Bays 1 * Shear Type EW No. Bay_Id 0.0 'C' 'L' 1 2 0 *(18)SIDEWALL DIAGONAL BRACING: * Wall Max Pan Brace User_ Selected_ SW Bays' * Id Shear Type No. Bay_Id 2 100.0 'C' 1 2 4 100.0 'C' 1 2 *(19)WIND BENTS: *Wall Member Col Raf No Of * Id Type Depth Depth Bays Bay_'Id 2 'W' 0.00 0.00 0 4 'W' 0.00 0.00 0 *(20)WIND COLUMNS: * Wall --Member-- No Of Left/ * Id. Type Depth Col Bay_Id Right 2 'W' 0.00 0 4 'W' 0.00 0 *(21)WALL BRACING ATTACHMENT *Wall No_Of Attach--Bay_Id-- Id Attach Id Start End 2 1 1 1 3 4 1 2 1 3 No Of Level Level_Height 1 14.0000 1 14.0000 *(22)EAVE EXTENSIONS SIZE: * *Wall No_Of Ext--Bay_Id-----Extension_Size--- Edge_Extend Eave *Id Extend Id Start End Height Width Slope Left Right Type 1 0 2 0 *(23)EAVE EXTENSIONS PURLINS: *Ext Purlin OS_Flg IS_Flg Set Set_Lap Max_UnBr Peak Max Set *Id Type Brace Brace Depth Ext Int Length Space Space, -Space *.(24)CANOPY SIZE: *Wall No_Of Ext--Bay_Id-----Extension Size--- Edge_Extend *Id Extend Id Start End Height. Width Slope Left Right 1 0 2 0 3 0 4 0 Eave Type 3/22/00 *(25)CANOPY PURLINS: * *Ext Purlin OS_Flg IS_Flg Set *Id Type Brace Brace Depth *(26)CANOPY PANELS: * *Ext Panel Standing *Id Size Seam (27) FACIA LAYOUT: * *Wall No_Of Ext--Bay_Id-- *Id Extend Id Type Start End 1 0 2 0 3 0 4 0 RoofDes.out Page 4 Set_Lap Max_UnBr Peak Max Set Ext Int Length Space Space Space Edge_Extend Left Right Eave Use Mount Type Gutter *(28)FACIA SIZE: * *Ext ---- Extension _Size ----- ---------Facia--------- Arm Back Facia *Id Height Width Slope Elev Height Slope Slope Slope Project *(29)FACIA PURLINS: * *Ext Purlin OS_Flg IS_Flg Set Set_Lap *Id Type Brace Brace Depth Ext Int *(30)FACIA: * *Ext --- Roof—Panel -- ----Soffit_Panel--- *Id Size SSeam Size Rot Space *(31)EXTENSION BRACING: * *Ext Max _Pan Brace User_Selected_Bays *Id Shear Type No. Bay Id *(32)BASE ELEVATION: * Sidewalls * Front Back 0.00 0.00 Max_UnBr Peak Max Set Length Space Space Space -Front_Panel-- ---- Back—Panel ----- Size SSeam Size Rot Space *----------------- _* < DESIGN LOADS > *----------------- * *(33)BASIC LOADS: * Dead Collat Live Snow Basic Wind_ Load_ Ratio Friction Edge * Load Load Load Load Wind Defl Factor Coef Strip 2.2 0.0 20.0 20.0 17.4 1.00 1.00 .00 0.000 *(34)WIND PRESSURE/SUCTION: (psf ) * * Wind Wind Wind Seismic Coef .6741 3/22/00 RoofDes.out * Press Suct Suct_R 0.0 -17.4 .. Purlins 0.0 -48.6 .. Gable Extension 0.0 -22.6 .. Panels 13.9 -8.7 -12.2 ...Bracing Page 5 *(35)EXTENSION BASIC LOADS: * ---- Purlin_Wind ------ ------- Panel -Wind -------- *Ext Dead- Collat-Live AttachBeam -Facia Beam AttachBeam Facia Beam *Id Load Load Load Press Suct Press Suct Press Suct Press Suct *(36)PURLIN DESIGN LOADS: * * Surf No Des Load Live/ Wind Wind Aux Load * Id Loads Id Dead Collat Snow Press Suct Id Coef 2 2 1 1.00 1.00 1.00 .00 .00 0 .00 2 1.00 .00 .00 .00 1.00 0 .00 3 2 1 1.00 1.00 1.00 .00 .00 0 .00 2 1.00 .00 .00 .00 1.00 0 .00 *(37)PURLIN DESIGN LOADS: Deflection * * Surf No Des Load Live/ Wind Wind Aux Load * Id Loads Id Dead Collat Snow Press Suct Id Coef 2 0 3 0 *(38)BRACING DESIGN LOADS: * Surf No Des Load Live/ Wind Wind Aux Load * Id Loads Id Dead Collat Snow Press Suct Seis Id Coef 2 4 1 1.00 .00 .00 1.00 1.00 .00 0 .00 2 1.00 .00 .50 1.00 1.00 .00 0 .00 3 1.00 1.00 1.00 .50 .50 .00 0 .00 4 1.00 1.00 .00 .00 .00 1.00 0 .00 3 4 1 1.00 .00 .00 1.00 1.00 .00 0 .00 2 1.00 .00 .50 1.00 1.00 .00 0 .00 -3 1.00 1.00 1.00 .50 .50 .00 0 .00 4 1.00 1.00 .00 .00 .00 1..00 0 .00 *(39)EXTENSION DESIGN LOADS: * * No Des Load Live/ Wind Wind Aux Load * Loads Id Dead Collat Snow Press Suct Id Coef 0 1 .00 .00 .00 .00 .00 0 .00 *(40)EXTENSION DESIGN LOADS: Deflection * * No Des Load Live/ Wind Wind Aux Load * Loads Id Dead Collat Snow Press Suct Id Coef 0 *(41)AUXILIARY LOADS: * No. Aux Aux No. Add Add Load * Aux Id Name Combs Id Coef 0 3/22/00 RoofDes.out Page 6 *(42)ADDITIONAL LOADS: (F-lb/ft,.W-psf, Dx-ft) Span _* No. Add Surf Basic Load I Fy Dx - Concentrated * Add Id Id Load Type I W1 W2 Dxl Dx2 - Distributed . 0 3 6.5216 3 4 *(43)PURLIN LAPS: 5 6.5Z16 19.67 *Surf Data ------Set-1 ------- ------Set 2------- ------Set 3------- * Id. Opt Sets Left Right Quan Left Right Quan Left Right Quan 2 '-' 0 111.3. 19.67 0.88 3 '-' 0 1 52.5 105.1 *(44)PURLIN LAPS: Extensions * *Ext Data ------Set-1 ------- ------Set 2------- ------Set-3 ------- * Id Opt Sets Left Right Quan Left. Right Quan Left Right Quan *(45)PURLIN STRAPS: * Data---Sete_1 --- --- Set _2--- --- Set _3--- --- Set _4--- * Opt Sts. Strap Quan Strap —Quan Strap -1 0 p Q p Quan Strap Quan *(46)PURLIN STRAPS: Extensions * *Ext Data --- Set_1--- --- Set _2--- --- Set _3 --- ---Set 4--- * Id Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan ------------------------ W23851 Purlin Design Report 3/22/00 10:54am PURLIN LAYOUT: Bay Span Purlin Id Id Size Total 1 6.5216 1 2 6.5216 2 3 6.5216 3 4 6.5216 0 5 6.5Z16 ----------------------------- ROOF PURLIN DESIGN RUN .# 1, SURFACE # 2 ----------------------------- Span Lap_Dist(ft) No. No. Unit Total (ft) Left Right Space Rows Brace Weight Weight 0.33 4.60 2 0 0.9 1.7 19.67 0.88 4.60 2 1 52.5 105.1 20.00 0.88 0.88 4.60 2 1 55.6 111.3. 19.67 0.88 4.60 2 1 52.5 105.1 0.33 4.60 2 0 0.9 1.7 Total(lb)= 324.9 Purlin DL= 0.59 (psf ) LOAD COMBINATION # 1 : DL+CO+LL -------------------------------------------------- 3/22/00 PURLIN ANALYSIS: STRENGTH/DEFLECTION: Span------SHEAR(k )------ Id Loc Calc Allow UC 1 --------SHEAR(k )-------- -0.03 Span Left Left Right Right Id ---- Sup ----- Lap ----- Lap ----- Sup ----- 1 0.00 4 LL -0.03 2 0.80 5 -1.11 -1.20 .3 1.01 0.93 -0.93 -1.01 4 1.20 1.11 10.00 -0.80 5 0.03 2.97 -3.11 0.00 STRENGTH/DEFLECTION: Span------SHEAR(k )------ Id Loc Calc Allow UC 1 RS -0.03 2.81 0.01 2 RL -1.11 2.81 0.40 3 RL -0.93 2.81 0.33 4 LL 1.11 2.81 0.40 5 LS 0.03 2.81 0.01 LAP BOLT SHEAR: WEB CRIPPLING: RoofDes.out Page 7 -------MOMENT(f-k )------- LAP BOLT Span SHEAR(k ) Id Left Right 2 Right 1.14 3 1.14 1.14 4 1.14 0.00 WEB CRIPPLING: RoofDes.out Page 7 -------MOMENT(f-k )------- 3.90 Left Left Mid -Span -----MOMENT(f-k Right Right Sup ----- Lap ----- Mom ----- Loc ----- Lap ----- Sup ----- 0.00 ---- 0.00 0.00 0.00 3.45 0.01 0.01 3.14 -3.11 7.84 2.97 3.98 3.98 3.14 -1.09 10.00 3.14 3.98 3.98 2.97 -3.11 11.83 0.01 0.01 0.00 0.33 '0.00 SHEAR RATIO. ( '0.5in A307 ) Left Right 0.58 0.58 0.58 0.58 WEB CRIPPLING RATIO Bearing Width (in) End 3 4 5 6 ----- ---- ---- ---- ---- Left 1.24 1.09 0.95 0.84 Right 1.24 1.09 0.95 0.84 Regd_Flg_Width For UC= 1.03 -------------- 4.5 4.5 .LOAD COMBINATION # 2 : DL+WS ----------------------------=--------------------- PURLIN ANALYSIS: ----------------- (z) Mom+Shr Loc UC RS 0.00 RL 0.90 RL 0.93 LL 0.90 LS 0.00 DEFLECTION (in) Calc Allow 0.07 -1.10 1.31 -0.13 1.33 -1.10 1.31 0.07 --------SHEAR(k )---------------MOMENT(f-k )------- Span Left Left Right Right Left Left Mid -Span Right Right 3.90 (z) -7-57' -----MOMENT(f-k )---- Loc --- Calc Allow UC RS ------ 0.01 ----- 3.45 ---- 0.00 MS 3.11 3.45 0.90 RL 3.14 3.45 0.91 MS 3.11 3.450.90 LS 0.01 3.45 0.00 SHEAR RATIO. ( '0.5in A307 ) Left Right 0.58 0.58 0.58 0.58 WEB CRIPPLING RATIO Bearing Width (in) End 3 4 5 6 ----- ---- ---- ---- ---- Left 1.24 1.09 0.95 0.84 Right 1.24 1.09 0.95 0.84 Regd_Flg_Width For UC= 1.03 -------------- 4.5 4.5 .LOAD COMBINATION # 2 : DL+WS ----------------------------=--------------------- PURLIN ANALYSIS: ----------------- (z) Mom+Shr Loc UC RS 0.00 RL 0.90 RL 0.93 LL 0.90 LS 0.00 DEFLECTION (in) Calc Allow 0.07 -1.10 1.31 -0.13 1.33 -1.10 1.31 0.07 --------SHEAR(k )---------------MOMENT(f-k )------- Span Left Left Right Right Left Left Mid -Span Right Right 3/22/00 RoofDes.out Page 8 Id ---- Sup Lap ----- ----- ----- Lap Sup ----- ----- 1 0.00 0.02 2 -0.55 0.77 0.83 3 -0.70 -0.64 0..6.4 0.70 4 -0.83 -0.77 0.55 5 -0.02 0.00 STRENGTH/DEFLECTION: Sup Lap ----- ----- Mom ----- Loc ----- Lap Sup ----- ----- 0.00 0.00 0.00 0.00 0.00 2.15 7.84 -2.05 -2.75 -2.75 -2.16 0.75 .10.00 -2.16 -2.75 -2.75 -2.05 2.15 11.83 0.00 0.00 0.00 0.33 0.00 Span ------SHEAR(k )------ SHEAR RATIO -----MOMENT(f-k )---- SHEAR(k ) Mom+Shr Id ---- Loc --- Calc ------ Allow ----- UC Loc Calc Allow UC Loc UC 1 RS 0.02 3.74 ---- 0.01 --- RS ------ 0.00 ----- 4.60 ---- 0.00 --- RS ---- 0.00 2 RL 0.77 3.74 0.20 MS 2.15 3.22 0.67 RL 0.24 3 RL 0.64 3.74 0.17 RL 2.16 4.60 0.47 RL 0.25 4 LL -0.77 3.74 0.20 MS 2.15 3.22 0.67 LL 0.24 5 LS -0.02 3.74 0.01 LS 0.00 4.60 0.00 LS 0.00 LAP BOLT SHEAR: DEFLECTION (in) Calc Allow -0.06 0.97 1.97 0.12 2.00 0.97 1.97 -0.06 PURLIN LAYOUT: Bay LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0.5in A307 ) Id ---- Left Right ---- ----- Left Right ---- ----- 2 0.78 0.30 3 0.78 0.78 0.30 0.30 4 0.78 0.30 W23851 ----- 0 ------ 0.9 Purlin Design Report .3/22/00 10:54am ---------------- 19.67 PURLIN LAYOUT: Bay Span Id Id No. 1 1 2 2 3 3 4 Brace 5 ----------------------------- ROOF PURLIN DESIGN RUN # 2, SURFACE # 3 ----------------------------- Purlin Span Lap_Dist(ft) No. No. Unit Size -------- (ft) Left Right Space Rows Brace Weight 6.5-16 ----- 0.33 ----- ----- ----- 4.60 ---- 2 ----- 0 ------ 0.9 6.5216 19.67 0.88 4.60 2 1 52.5 6.5Z16 20.00 0.88 0.88 4.60 2. 1 55.6 6.5216 19.67 0.88 4.60 2 1 52.5 6.5Z16 0.33 4.60 2 0 0.9 Total (lb) r Purlin DL= 0.59 (psf Total Weight 1.7 105.1 111.3 105.1 1.7 324.9 3/22/00. RoofDes.out Page 9 LOAD COMBINATION # 1 : DL+CO+LL -------------------------------------------------- PURLIN ANALYSIS: STRENGTH/.DEFLECTION: -------MOMENT(f-k )------- --------SHEAR(k ) ------ -- Span Left Left Right Right Id ---- Sup ----- Lap ----- Lap ----- Sup ----- 1 0.00 UC -3.11 -0.03 2 0.80 =1.09 -1.11 -1.20 3 1.01 0.93 -0.93 -1.01 4 1.20 1.11 ------- 0.07 -0.80 5 0.03 -1.11 2.81 0.00 STRENGTH/.DEFLECTION: -------MOMENT(f-k )------- ------SHEAR(k )------ Left Left Mid -Span Mom+Shr Sup Lap Mom Loc 0.00 UC 0.00 0.00 0.01 UC -3.11 7.84 3.98 3.14 =1.09 10.00 3.98 .2.97 -3.11 11.83 0.01 ----- 3.45 0.00 0.33 Right Lap 2.97 3.14 Right Sup 0.01 3.98 3.98 0.01 0.00 Span ------SHEAR(k )------ BOLT -----MOMENT(f-k )---- RATIO Mom+Shr DEFLECTION(in) Id ---- Loc --- Calc ------ Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.03 ----- 2.81 ---- 0.01 --- RS ------ 0.01 ----- 3.45 ---- 0.00 --- RS ---- 0.00 ------- 0.07 ----- 2 RL -1.11 2.81 0.40 MS 3.11 3.45 0.90 RL 0.90 -1.10 1.31 3 RL -0.93 2.81 0.33 RL 3.14 3.45 0.91 'RL 0.93 -0.13 1.33 4 LL 1.11 2.81 0.40 MS 3.11 3.45 0.90 LL 0.90 .-1.10 1.31 5 LS 0.03 2.81 0.01 LS 0.01 3.45 0.00 LS 0.00 0.07 LAP BOLT SHEAR: WEB CRIPPLING: WEB CRIPPLING RATIO Bearing Width (in) Regd_Flg_Width End 3 4 5 6 For UC= 1.03 ----- ---- ---- ---- ---- -------------- Left 1.24 1.09 0.95 0.84 4.5 Right 1.24 1.09 0.95 0.84 4.5 LOAD COMBINATION # 2 : DL+WS -------------------------------------------------- LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0.5in A307 ) Id ---- Left Right Left Right 2 ---- ----- 1.14 ---- ----- 0.58 3 1.14 1.14 0.58 0.58 4 1.14 0.58 WEB CRIPPLING: WEB CRIPPLING RATIO Bearing Width (in) Regd_Flg_Width End 3 4 5 6 For UC= 1.03 ----- ---- ---- ---- ---- -------------- Left 1.24 1.09 0.95 0.84 4.5 Right 1.24 1.09 0.95 0.84 4.5 LOAD COMBINATION # 2 : DL+WS -------------------------------------------------- 3/22/00 LAP BOLT Span RoofDes.out Id Left Right Page 10 PURLIN ANALYSIS: 3 0.78 0.78 4 0.78 Ratio Calc Allow Ratio --------SHEAR(k )-------- ----- ----- 208.3 0.28 ----- _--MOMENT(f-k )------- ----- -0.07'0.307 ----- ----- 0.22 Span Left Left Right Right 0.02 Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 0.02 0.00 0.00 0.00 0.00 2 -0.55 0.77 0.83 0.00 2.15 7.84 -2.05 -2.75 3 -0.70 -0.64 0.64 0.70 -2.75 -2.16 0.75 10.00 -2.16 -2.75 4 -0.83 -0.77 0.55 -2.75 -2.05 2.15 11.83 0.00 5 -0..02 0.00 0.00 0.00 0.33 0.00 STRENGTH/DEFLECTION: Span ------SHEAR(k )------ --.--MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id ---- Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 --- RS ------ ----- 0.02 ---- 3.74 0.01 --- RS ------ 0.00 ----- 4.60 ----- --- 0.00 RS ---- 0.00 ------ -0.06 ----- 2 RL 0.77 3.74 0.20 MS 2.15 3.22 0.67 RL 0.24 0.97 1.97 3 RL 0.64 3.74 0.17 RL 2.16 4.60 0.47 RL 0.25 0.12 2.00 4 LL' -0.77 3.74 0.20 MS 2.15 3.22 0.67 LL 0.24 0.97 1.97 5 LS -0.02 3.74 0.01 LS 0.00 4.60 0.00 LS 0.00 -0.06 LAP BOLT SHEAR: SHEAR RATIO ('0.5in A307 ) Left Right 0.30 0.30 0.30 0.30 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ W23851 Roof Panel Report 3/22/00 10:54am ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ROOF PANEL DATA: Panel: Type = HR ; Gage = 26.00 ; Yield = 80.0 MOMENTS & DEFLECTIONS: LAP BOLT Span SHEAR(k ) Id Left Right 2 Midspan 0.78 3 0.78 0.78 4 0.78 Ratio SHEAR RATIO ('0.5in A307 ) Left Right 0.30 0.30 0.30 0.30 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ W23851 Roof Panel Report 3/22/00 10:54am ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ROOF PANEL DATA: Panel: Type = HR ; Gage = 26.00 ; Yield = 80.0 MOMENTS & DEFLECTIONS: --------Moment (ft-lb/ft)---------- Surf Purlin Load Support Midspan -- Deflect(in) -- Id Space Id Calc Allow Ratio Calc Allow Ratio Calc Allow Ratio ---- ------ ----- 2 4.601 D+C+L ----- 58.4 ----- ----- 208.3 0.28 ----- ----- -32.7 140.0 ----- 0.23 ----- -0.07'0.307 ----- ----- 0.22 D+C+WP 5.8 277.7 0.02 -3.2 186.6 0.02 0.00 0.460 0.00 D+WS - -54.0 186.6 0.29 30.2 277.7 0.11 0.08 0.460 0.17 3/22/00 RoofDes.out Page 11 3 4.601 D+C+L 58.4 208.3 0.28 -32.7 140.0 0.23 -0.07 0.307 0.22 D+C+WP 5.8 277.7 0.0.2 -3.2 186.6 0.02 0.00 0.460 '0.00 D+WS -54.0 186.6 0.2,9 30.2 277.7 0.11 0.08 0.460 0.17 W23851 Roof Diagonal Bracing Report. 3/22/00 10:54am Panel Shear (Allow) = 0.0 Panel Shear (Calc ) = 15.8 Bay Brace SHEAR: ------ Diag_Brace----- ------ Diag_Brace----- .Diag_Force(k ) Brace Tension(k ) Id Start ---------- -Loc. End Type Size ---- Part Wind Seismic Calc Allow 2 0.00 ------- 10.00 ------ C 0.312 -------- CB03,13 ----- 0.92 ------- 1.06 ------ ------ 1.06 5.60 10.00 20.00 C 0.312 CB0313 0.92 1.06 1.06 5.60 W23851 Sidewall Diagonal Bracing Report 3/22/00 10:54am PANEL SHEAR: Wall ------ Diag_Brace----- Id Calc Allow 2 41.0 100.0 4 41.0 100.0 DIAGONAL BRACING: Wall Bay Level ------ Diag_Brace----- Diag_Force(k ) Brace_Tension(k ) Id ---- Id Height Type Size Part Wind Seismic Calc Allow 2 --- 2 ------ 14.00 ---- -------------- C 0.312 CB0313 ------------- 1.91 2.88 ------ ------ 2.88 5.60 4 2 14.00 C 0.312 CB0313 1.91. 2.88 2.88 5.60 BASE REACTIONS: Wall Bay Col Wind Max Seismic Max Id Id Id Horz Vert(+/-) Horz Vert(+/-) ---- 2 --- 2 --- 2 -------------- -1.63 0.99 ----- -2.46 --------- 1.49 2 2 3 1.63 0.99 2..46 1.49 4 2 2 -1.63 0.99 -2.46 1.49 4 2 3 1.63 0.99 2.46 1.49 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ W23851 Braced Purlin Report 3/22/00 10:54am ------------------------------------------------------------------------------ 3/22/00 RoofDes.out Page 12 Surf Span Brace Purlin Load ----Axial(k )---- 4 2 8C16S --Moment(f-k )-- Axl+Mom Id Id Loc. - - - - - - - - ----- Size -------- Id Calc Allow UC Calc Allow UC UC 2 2 10.0 6.5216 - - - - 1 ----- 0.51 ----- 11.68 - - - - 0.04 ----- 0.96, ----- 3.22 ---- 0.30 ------- 0.31 2 0.51 11.68 0.04 0.01 4.60 0.00 0.04 3 0.25 11:68 0.02 1.53 4.60 0.33 0.30 4 0.32 11.68 0.03 0.20 3.87 0.05 0.07 2 3 10.0 6.5Z16 1 0.51 11.58 0.04 0.97 4.60 0.21 0.11 2 0.51 11.58 0.04 0.01 4.60 0.00 0.04 3 0.25 11.58 0.02 1.54 4.60 0.34 0.31 4 0.63 11.58 0.05 0.21 3.82 0.06 0.10 2 4 10.0 6.5216 1 0.51 11.68 0..04 0.96 3.22 0.30 0.31 2. 0.51 11.68 0.04 0.01 4.60 0.00 0.04 3 0.25 11.68 0.02 1.53 4.60 0.33 0.30 4 0.32 11.68 0.03 0.20 3.87 0.05 0.07 Surf Span Brace Purlin Load ----Axial(k )---- --Moment(f-k )-- Axl+Mom Id Id Loc. ---- ---- ----- Size -------- Id Calc Allow UC Calc Allow UC UC 3 2 10.0 6.5Z16 ---- 1 ----- 0.51 ----- 11.68 ---- 0.04 ----- 0.96 ----- 3.22 ---- 0.30 ---'---- 0.31 2 0.51 11.68 0.04 0.01 4.60 0.00 0.04 3 0.25 11.68-0.02 1.53 4.60 0.33 0.30 4 0.32 11.68 0.03 0.20 3.87 '0.05 0.07 3 3 10.0 6.5Z16 1 0.51 11.58 0.04 0.97 4.60 0.21 0.11 2. 0.51 11.58 0.04 0.01 4.60 0.00 0.04 3 0.25 11.58 0.02 1.54 4.60 0.34 0.31 4 0.63 11.58 0.05 0.21 3.82 0.06 0.10 3 4 10.0 6.5216 1 0.51 11.68 0.04 0.96 3.22 0.30 0.31 2 0.51 11.68 0.04 0.01 4.60 0.00 0.04 3 0.25 11.680.02 1.53 4.60 0.33 0.30 4 0.32 11.68 0.03 0.20 3.87 0.05 0.07 ------------------------------------ W23851 Eave Strut Report 3/22/00'10:54am Wall Bay Eave Id Id Size ---- --- -------- 2 1 8C16S 2 2 8C16S 2 3 8C16S Axial Calc Wind Seis 0.49 0.50 1.32 1.96 0.49 0.50 Axial Axial Allow Ratio 16.88 0.03 16.88 0.12 16.88 0.03 • 4 3 8C16S 0.49 0.50 16.88 0.03 4 2 8C16S 1.32 1.96 16.88 0.12 4 1 8C16S 0.49 0.50 16.88 0.03 W23851 Strut Bolt ----------------------------- Report 3/22/00 10:54am 3/22/00 RoofDes.out EAVE STRUTS: Wall Frm_Line Calc ---- Bolt ----- Id Id Type No Type _Selected Diam Wshr 2 1 RF 2 A307 0.500 0 2 2 RF 2 A307 0.500 0 2 3 RF 2 A307 0.500_ 0 2 4 EW 2 A307 0.500 0 4 1 RF 2 A307 0.500 0 4 2 RF 2 A307 0.500 0 4 3 RF 2 A307 0.500 0 4 4 EW 2 A307 0.500 0 PURLINS: Page 13 --- Bolt _Capacity --- Calc Allow Ratio 0.50 5.23 0.10 1.96 5.23 0.37 1.96 5.23 .0.37 0.50 5.23 0.10 0.50 5.23 0.10 1.96 5.23 0.37. 1.96 5.23 0.37 0.50 5.23 0.10 Surf Frm_Line Brace ---- Bolt -Selected ----- Load --- Bolt --- Id ---- Id -- Type ---- Loc ----- No -- Type Diam Wshr Id Calc _Capacity Allow Ratio 2 1 RF 10.00 2 ----- A307, ----- 0.500 ---- 0 ---- 1 ----- 0.95 ----- 5.23 ----- 0.18 2 2 RF 10:00 2 A307 0.500 0 1 0.83 5.23 0.16 2 3 RF 10.00 2 A307 0.500 0 1 0.83 5.23 0.16 2 4 EW .10.00 2 A307 .0.500 0 1 0.95 5.23 0.18 3 1 RF 10.00 2 A307 0.500 0 1 0.95 5.23 0.18 3 2 RF 10.00 2 A307 0.500 0 1 0.83 5.23 0.16 3 3 RF 10.00 2' A307 0.500 0 1 0.83 '5.23 0.16 3 4. EW 10.00 2 A307 0.500 0 1 0.95 5.23 0.18 W23851 Roof Design Warning --------------------------------- Report 3/22/00 10:54am No Warnings 3/22/00 C::\MBS_JOBS\W23851\SwDes-F.otit Page 1 *W23851 Sidewall Design Input File 3/22/ 0 10:49am *(1)JOBID: 'W23851' *(2)PROGRAM OPTIONS: * Sidewall` Run Run Lap Steel * Id Girt 'Panel 0.0000 Stiff Code IF' 'Y' 'Y' .50 'WS' *(3)DESIGN'CONSTANTS: * ----- Steel Yield ----- Stress Ratio --- _Deflect'Ratio--- Wind Load * C -Sec W-Sec.R-Sed Panel Girt Panel Girt Panel PartW Ratio, 55.0 50.0 36.0 80.0 1.03 1.03 90.1 190. 90. 1.00 *(4) REPORTS: * Input Wall Door Wall * Echo Girt Jamb Panel 'I' 'Y' 'Y' 'Y' *(5)BUILDING TYPE: * Build L_Expand_EW R_Expand_EW * Type Use Offset Use- Offset 'FF' 'Y' 4.000 'N' 0.000 *(6)BUILDING SHAPE: (Max: 14 surfaces) * No. * Surf X_Coord . Y_Coord 4 0.0000 14.0000. 10.0000 14.8333 20.0000 14.0000 20.0000 0.0000 *(7)SIDEWALL BAY SPACING: (Max: 40 bays) * Sets_Of . Bay No. * Bays Width Bays 1 20.0000 3 *(8)FRAMED OPENINGS: * No. Bay Open Open Open Open Sill Base Set Member * Open Id Width Height Offset Type,' Height Elev Depth Select 0 .*(9)PARTIAL WALLS: * Set Of 'Base Full--Bay_Id-- Wall * Bays Type Load Start End Height 0 *(10)GIRT DESIGN:' * Girt In_Flg Set Set Max Max_Unbr * Type Brace Depth Lap Space Length 3/22/00 SwDes-F.out Page 2 'ZB' 'Y' 0.000 0.0000 7.3333 13.0000 *(11)GIRT LOCATION: * Set No. Girt * Loc Girt Location 'P' 1 7.3333 *(12)WALL PANELS: * Panel Panel * Type Gage 'HR 1 26.00, *(13)LOADING: * * Wind Wind * Pressure Suction 15.6 --15.6 20.8 -20.8 15.6 -15.6 .. Girt/Header Panel .. Jamb W23851 Girt, Design Report 3/22/00 10:49am ------------------- GIRT # 1 ; SPAN # 1 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Girt Id Size Width I Left Right Location Weight 1 6.5Z16 19.67 -1.23 0.88 7.3333 52.5 2 6.5Z16 20.00 0.88 0.88 7.3333 .55.6 3 6.5Z14 20.00 0.88 7.3333 66.8 WIND PRESSURE : ---------------- GIRT ANALYSIS: 175.0 --------------MOMENT(f-k Left ---------SHEAR(k )-------- Mid -Span Bay. Left Left Right Right Id --- Sup ----- Lap ----- Lap ----- Sup ----- 1 0.81 3.06 -1.14 -1.23 2 1.04 0.95 -0.95 -1.04 3 1.24 1.15 11.95 -0.84 175.0 --------------MOMENT(f-k Left Left Mid -Span Right Right Sup ----- Lap ----- Mom ----- Loc ----- Lap ----- Sup ----- 0.00 -3.19 7.83 3.06 4.09 4.09 3.22 -1.13 10.02 3.18 4.05 4.05 3.01 -3.37 11.95 0.00 3/22/00 SwDes-F.out Page 3 STRESS/DEFLECTION: Span------SHEAR(k Id ---- Loc Calc Allow UC 1 --- RL ------ -1.14 ----- 3.74 ---- 0.30 2 LL 0.95 3.74 0.25 3 LL 1.15 7.73 0.15 WIND SUCTION : ----------------- GIRT ANALYSIS: -----MOMENT(f-k )---- ---------SHEAR(k )-------- Mom+Shr Loc Calc Allow UC Loc UC --- MS ------ -3.19 ----- 4.60 ---- 0.69 --- RL ---- 0.53 LL 3.22 4.60 0.70 LL 0.55 MS -3.37 6.26 0.54 LL 0.25 STRESS/DEFLECTION: --------------MOMENT(f-k DEFLECTION(in) Calc Allow -1.25 2.62 -0.16 2.67 -1.08 2.67 Left ---------SHEAR(k )-------- Mid -Span Bay Left Left Right Right Id --- Sup ----- Lap ----- Lap ----- Sup ----- 1 -0.81 -3.06 1.14 1.23 2 -1.04 -0.95 0.95 1.04 3 -1.24 -1.15 11.95 0.84 STRESS/DEFLECTION: --------------MOMENT(f-k DEFLECTION(in) Calc Allow -1.25 2.62 -0.16 2.67 -1.08 2.67 Left Left Mid -Span Right Right Sup ----- Lap ----- Mom ----- Loc- ----- Lap ----- Sup ------ 0.00 Loc 3.19 7.83 -3.06 -4.09 -4.09 -3.22 , 1.13 10.02 -3.18 -4.05 -4.05 -3.01 3.37 11.95 ----- 3.22 0.00 Span ------SHEAR(k )------ LD -----MOMENT(f-k )---- Support .Mom+Shr DEFLECTION(in) Id ---- Loc --- Calc ------ Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RL 1.14 ----- 3.74 ---- 0.30 --- MS ------ 3.19 ----- 3.22 -------- 0.99 RL ---- 0.53 ------ 1.25 ----- 2.62 2 LL -0.95 3.74 0.25 LL -3.22 4.60 0.70 LL 0.55 0.16 2.67 3 LL -1.15 7.73-0.15 277.7 MS 3.37 4.38 0.77 LL 0.25 1.08 2.67 W23851 Wall Panel Report 3/22/00 10:49am PANEL REACTIONS: (Back Sidwall, Bay= 1)° Panel: Type = HR ; Gage = 26.00 ; Yield = 80 MOMENTS & DEFLECTION: --------- Moment(ft=lb/ft)--------- Span Span LD Support Midspan ---Deflect(in)-- Id ---- (ft) ----- Id -- Calc ----- Allow ----- UC Calc Allow UC Calc Allow UC 1 7:33 WP 119.0 277.7 ---- 0.43 ----- -86.6 ----- 186.6 ---- 0.46 ----- -0.54 ----- 0.98 ---- 0.55 WS -119.0 186.6 0.64 86.6 277.7 0.31 0.54 0.98 0.55 2 6.00 WP 119.0 277.7 0.43 -43.6 186.6 0.23 -0.12- 0.80 0.15 WS. -119.0 186.6 0.64 43.6 277.7 0.16 0.12 0.80 0.15 3/22/00 SwDes-F.out Page 4 W23851 Sidewall Design Warning Report 3/22/00 10:49am .. No Warnings d 3/22/00 C:\MBS_JOBS\W23851\EwDes-L.out Page 1 *W23851 Endwall Design Input Echo 3/22/ 0 10:50am *(1)JOBID: (Max: 60 char) 'W23851' *(2)PROGRAM OPTIONS: * EW Run Run Run Run No -Des Steel Lap ---Build--- Seis * Id Col/Raf Girt Brace Panel Cycles -Code Stiff Code Year Zone ILI IV B I V B IV B I V 4 1891 �.50 ' U B C 1 1 9 7 1 14 1 *(3)DESIGN CONSTANTS: *------------------ Steel _Yield ------------------ ---Stress Ratio --- Web Flg C -Sec W -Sec R -Sec U -Sec EP Panel Col/Raf Girt Panel 50.0 50.0 55.0 50.0 36.0 36.0 50.0 80.0 1.03 1.03 1.03 *(4)DEFLECTION LIMITS: *------------- Deflect _Limit ------------- * Raf-L Raf-W Raf_T Col Girt Panel PartW Bent 180. 120. U. 180. 90. 90. 90. 60. (5) REPORTS: * Input Column Wall Door Wall Cable * Echo Rafter Girt Jamb Panel Brace III IV B I V B IV B � V Y I IV *(6)BUILDING TYPE: 1 1 * Build Expand EW * Type Use Offset 'FF' 'Y' 4.00 *(7)SURFACE SHAPE: (Max: 10 surfaces) * No. X-Coord Y-Coord Offset * Surf (ft.) (ft) (in) 4 0.0000 14.0000 6.500 1.0.0000 14.8333 6.500 20.0000 14.0000 6.500 20.0000 0.0000 6.500 *,(8)BAY SPACING: (Max: 20 bays) * SideWall Frame Sets _Of Bay No. _* Bay Recess Bays Width Bays 0.3333 0.3333 3 4.0000 1 12.0000 1 4.0000 1 (9) FRAMED OPENINGS: * No. Bay Open Open Open Open Sill Base Set Member * Open Id Width Height Offset Type Height Elev Depth Select 1 2 12.0000 12.0000 0.0000 2 0.0000 0.000 0.000 'CU' 3/22/00 EwDes-L.out Page2 *(10)PARTIAL WALLS: * Set—Of Base Full --Bay Id-- Wall '* Bays Type Load Start End Height 0 *(11)COLUMNS: * ---Corner--- -Interior- Same Max_UnBr Base * Type Depth Type Depth Depth Length Elev 'CDW 0.000 'CDW ' 0.000 'N' 30.000 0.000 *(12)COLUMN SIZE: * Set No. Column * Member Column . Size IN' (13) RAFTERS: * Rafter Set * Select Depth 'CDW ' 0.000 *(14)RAFTERS SIZE: Set No. * Member Rafter 'N' Rafter Flange Same Brace 'Y' 'Y' *(15)RAFTER SPLICES: ,Rafter Size * Surf No. Splice Splice * Id Splice Loc. Type 2 0 3 1 0.0000 'M' *(16)ENDWALL GIRTS: * Girt Flange Set Set Max Girt,To One Girt * Type Brace Depth Lap Space Rafter Depth/Bay 'ZF' 'Y' 0.000 0.0000 7.3333 'N' 'Y' *(17)ENDWALL GIRTS LOCATION: .(Max: 20 girts) * Set No. Girt * Loc Girts Location 'P' 1. 7.3333 (18) ROOF PURLINS: * Surf Peak Purl No. Surf * Id Space Space Purlin Ext 2 0.833 4.601 2 0.000 3 0.833 4.601 2 0.000 * (19 ) PANELS: * Panel Panel * Type Gage 'HR 26.00 *(20)WIND FRAMING SELECTION: * -----Order_Of_Selection------ * Panel Diagonal Wind Wind * Shear Bracing Bent Column Max_Unbr Length 13.0000 3/22/00 EwDes-L.out Page 3 'Y' 'Y' *(21)WALL BRACING: * Wind Brace * Shear Type 100.0 'C ' 'N' 'N' No. Bays Specified Specified Bays_ For Bracing 0 *(22)WIND BENTS: * --Member-- No Of * Type Depth Bays Bay_Id '-' . 0.00 0 *(23)WIND COLUMNS:' * --Member-- No Of Left/ * Type Depth Bays Bay_Id Right '-' 0.00 0 *(24)WALL BRACING ATTACHMENT *No _Of Attach--Bay_Id-- No_Of *Attach Id Start End Level 0 Level Height *(25)EAVE EXTENSION: * *Wall No_Of Ext-Bay_Id-- Edge_Extend- Ext Load *Id Ext Id Start End Width Height Slope Left Right Mount Width 4 0 2 0 * ('2 6) SW CANOPY *Wall No_Of Ext-Bay_Id---Edge_Extend- Ext Load *Id Ext Id Start End Width Height Slope Left Right Mount Width 4 0 2 0 *(27)EW CANOPY * *Wall No_Of Ext-Bay_Id-- -Edge_Extend- Ext *Id Ext Id Start End Width Height Slope Left Right Mount 1 0 *(28)BASIC LOADS: * Dead Live Snow Collateral Basic Wind Load Canopy Seismic * Load Load Load Load Wind Ratio Live Load 2.2 20.0 20.0 0.0 17.4 1.00 20.0 0.0 *(29)WIND PRESSURE/SUCTION:, * Deflection * Wind Wind Wind Wind * Press Suct Press Suct 15.6 -15.6 15.6 -15.6 .. Column 15.6 -15.6 15.6 -15.6 .. Girt/Header 15.6 -15.6 15.6 -15.6 .. Jamb 20.8 -20.8 20.8 -20.8- .. Panel' 0.0 -48.6 0.0 -48.6 ..L Eave Ext 0.0 -48.6 0.0 -48.6 ..R Eave Ext 3/22/00 EwDes-L.out Page 4 0.0 -48.6 0.0 -48.6 *(30)WIND COEFFICIENTS: * Surf Rafter_Wind_1 Surface * Id Left Right 1 .80 -.50 2 -.70 -.70 3 -.70 -.70 4 -.50 .80 0.0 -48.6 0.0 -48.6 Rafter -Wind -2 Left Right_ .00 .00 .00 .00 .00 .00 .00 .00 *(31)COLUMN & BRACING DESIGN LOADS: * ..SW -Canopy ..EW Canopy Bracing -Wind Long Surface Left Right Press Friction .80 -.50 .00 .00 -.70 -.70 -.70 .00 -.70 -.70 -.70 .00 -.50 .80 .00 .00 * No. Load _Wind Rafter Rafter Aux Brace Left. Column Left I Aux Load *Load Id Dead.Collat .00 Live Left _Wind Right Left -Wind Right -Wind Press Suct Seisl Id Coef 6 1 1.00 1.00 1.00 .00 .00 .0.0 .00 .00 .00 .00 0 .00 2 1.00 .00 .50 .00 .00' 1.00 .00 .00 1.00 .00 0 .00 3 1.00 .00 .50 .00 .00 .00 1.00 .00 1.00 .00 0 .00 4 1.00 .00 .00 .00 .00 .00 .00 1.00 .00 .00 . 0 .00 5 1.00 ..00 .00 1.00' .00 .00 .00 .00 1.00 .00 0 .00 6 1.00 .00 .00 ..00 1.00 .00 .00 .00 1.00 .00 0 .00 *(32)COLUMN & BRACING DESIGN LOADS: Deflection * Deflection * No. Load Rafter Wind Brace Wind Column Wind Aux _ � Load *Load Id Dead Collat Live Left Right Left.Right Press Suct Seisl Id Coef 0 *(33)RAFTER DESIGN LOADS: * * No..Load *Load Id Dead Collat Live 5 1 1.00 1.00 1.00 2 1.00 .00 .00 3 1.00 .00 .00 4 1.00 .00 .00 5 1.00 .00 .00 Rafter _Wind Rafter Aux Left. _1 Right Left -Wind -2 Right Seis Id -Load Coef .00 .00 .00 .00 .00 0 .00 1.00 .00 .00 .00 .00 0 .00 .00 1.00 .00 .00 .00 0 .00 .00 .00 1.00 .00 .00 0 .00 .00 .00 .00 1.00 .00 0 .00 *(34)RAFTER DESIGN LOADS: Deflection * Deflection * No. Load Rafter _ Wind _1 Rafter -Wind -2 1 Aux_Load *Load Id Dead Collat Live Left Right Left Right Seis I Id Coef 0 *(35)AUXILIARY LOADS: (Max: 10 loads, 10 comb/load) * No. Aux Aux No. _Add Add -Load .* Aux Id Name Combs Id Coef 0 *(36)ADDITIONAL LOADS: (Max: 20 loads) * No. Add Surf Basic Load FX FY M X Y -Conc. * Add Id Id Load Type W1 W2 Co DL1 DL2 -Unif.. 0 3/22/00 EwDes-L.out Page 5 W23851 Column & Rafter Design 3/22/ 0 10:50am MEMBER SIZES: Mem Mem Mem --- Wide Flange Section- C -Section Id Loc Type W -Dep W-Thk F-Wid F-Thk Depth Gage Col -1 0.5 8C16 8.0 16 Col -2 4.0 8C16 8.0 16 Col -3 16.0 8C16 8.0 16 Col -4 19.5 8C16 8.0 16 Raf-1 Col -3 8C16 8.0 16 Raf-2 4 8C16 8.0 16 DESIGN ACTIONS/STRESSES: (C/D/Z-Section) Mem Load Id Id Col -1 1 Col -1 2 Col -1 3 Col -1 4 Col -1 5 Col -1 6 Col -2 1 Col -2 2 Col -2 3 Col -2 4 Col -2 5 Col -2 6 Col -3 1 Col -3 2 Col -3 3 Col -3 4 Col -3 5 Col -3 6 Col -4 1 Col -4 2 Col -4 3 Col -4 4 Col -4 5 Col -4 6 Raf-1 1 Raf-1 2 Raf-1 3 Raf-1 4 Raf-1 5 Raf-2 1 Total = Mem Weight 40:25 41.15 41.15 40.25 0.00 0.00 162.79 - Axial (k ) - -- Shear (k )- Moment (f -k ) Design Allow Design Allow Design Allow Load Load Load Load Load Load 0.04 9.03 0.00 2.25 0.00 4.16 0.04 12.04 0.00 2.99 0..00 5.55 0.04 12.04 0.00 2.99 0.00 5.55 0.04 12.04 0.00 2.99 0.00 5.55 0.04 12.04 0•.00 .2.99 0.00 5.55 0.04 12.04 0.00 2.99 0.00 5.55 0.04 9.01 0.00 2.25 0.00 4.16 0.04 12.01 -0.79 2.99 2.59 5.55 0.04 12.01 -0.79 2.99 2.59 5.55 0.04 12.01 •0.79 2.99 -2.59 5.55 0.04 '12.01 -0.79 2.99 2.59 5.55 0.04 12.01 -0.79 2.99 2.59 5.55 0.04 9.01 0.00 2.25 0.00 4.16 0.04 12.01 -0.79 2.99 2.59 5.55 0.04 12.01 -0.79 2.99 2.59 5.55 0.04 12.01 0.79 2.99 -2.59 5.55 0.04 12.01 -0.79 2.99 2.59 5.55 0.04 12.01 -0.79 2.99 2.59 5.55 0.04 9.03 '0.00 2.25 0.00 4.16 0.04 12.04 0.00 2.99 0.00 5.55 0.04 12.04 0.00 2.99 0.00 5.55 0.04 12.04 0.00 2.99 0.00 5.55 0.04 12.04 0.00 2.99 0.00 5.55 0.04 12.04 0.00 2.99 0.00 5.55 0.00 11.02 0.00 2.25 0.00 4.49 0.00 14.69 0.00 2.99 0.00 5.99 0.00 14.69 0.00 2.99 0.00 5.99 0.00 14.69 0.00 2.99 0.00 5.99 0.00 14.69 0.00 2.99 0.00 5.99 0.00 11.02 0.00 2.25 0.00 4.55 3,/22/00EwDes-L.out Load Deflection' (in) Id Id Calc Allow Page 6 Raf-2 2 0.00 14.69 0.00 2.99 0.00 6.06 Raf-2 3 0.00 14.69 0.00 2.99 0.00 '6.06 Raf-2 4 0.00 14.69 0.00 2.99 0.00 6.06 Raf-2 5 0.00 14.69 0.00 2.99 0.00. 6.06 STRESS RATIO: Mem Load Deflection' (in) Id Id Calc Allow Id Id Axial Shear Moment Axl+Mom Shr+Mom Col -1 1 0.00 0.00' 0.00 0.00 0.00 Col -1 2 0.00 0.00 0.00 0.00 0.00 Col -1 3 0.00 0.00 0.00 0.00 0.00 Col -1 4 0.00 0.00 0.00 0.00 0.00 Col -1 5 0.00 0.100 0.00 0.00 0.00 Col -1 6 0.00 0.00 0.00 0.00 0.00 Col -2 1 0.00 0.00 0.00 0.00 0.00 Col -2 2 0.00 0.26 0.47 0.47 0.07 Col -2 3 0.00 0.26 0.47 0.47 0.07 Col -2 4 0.00 0.26 0.47 0.47 0.07 Col -2 5 0.00 0.26 0.47 0.47 0.07 Col -2 6 0.00 0.26 0.47 0.47 0.07 Col -3 1 0.00 0.00 0.00 0.00 0.00 Col -3 2 0.00 0.26 0.47 0.47 0.07 Col -3 3 0.00 0.26 0.47 0.47 0.07 Col -3. 4 0.00 0.26 0.47 0.47 0.07 Col -3 5 0.00 0.26 0.47 0.47 0.07 Col -3 6 0.00 0.26 0.47 0.47 0.07 Col -4 1 0.00 0.00 0.00 0.00 0.00 Col -4 2 0.00. 0.00 0.00 0.00 0.00 Col -4 3 0.00 0.00 0.00 0.00 0.00 Col -4 4 0.00 0.00 0.00 0.00 0.00 Col -4 5 0.00 0.00 0.00 0.00 0.00 Col -4 6 0.00 0.00 0.00 0.00 0.00 Raf-1 1 0.00 0.00 0.00 0.00 0.00 Raf-1 2 0.00 0.00 0.00 0.00 0.00 Raf-1 3 0.00 0.00 0.00 0.00 0.00 Raf-1 4 0.00 0.00 0.00 0.00 0.00 Raf-1 5 0.00 0.00 0.00 '0.00 0.00 Raf-2 1 0.00 0.00 0.00 0.00 0.00 Raf-2 2 0.00 0.00 0.00 0.00 0.00 Raf-2 3 0.00 0.00 0.00 0.00 0.00 Raf-2 4 0.00 0.00 0.00 0.00 0.00 Raf-2 5 0.00 0.00 0.00 0.00 0.00 MEMBER DEFLECTIONS/COLUMN REACTIONS: Mem Load Deflection' (in) Id Id Calc Allow Col -1 1 0.00 0.86 Col -1 2 0.00 0.86 Col -1 3 0.00 0.86 Col -1 4 0.00 0.86 Col -1 5 0.00 0.86 Reaction (k Horz(OP) Vert Horz(IP) 0.00 0.04 0.00 0.00- 0.04 0.00 0.00 0.04 0.00 0.00 0.04 0.00 0.00 0.04 0.00 3/22/00 EwDes-L.out Page 7 Col -1 6 0.00 0.86 0.00 0.04 0.00 Col -2 1 0.00 0.87 0.00 0.04 0.00 Col -2 2 0.32 0.87 0.79 0.04 0.00 Col -2 3 0.32 0.87 0.79 0.04 0.00 Col -2 4 -0.32 0.87 -0.79 0.04 0.00 Col -2 5 0.32 0.87 0.79 0.04 0.00 Col -2 6 0.32- 0.87 0.79 0.04 0.00 Col -3 1 0.00 0.87 0.00 0.04 0.00 Col -3 2 0.32 0.87 0.79 0.04 0.00 Col -3 3 0.32 0.87 0.79 0.04 0.00 Col -3 4 -0.32 0.87 -0.79 0.04 0.00 Col -3 5 0.32 0.87 0.79 0.04 0.00 Col -3 6 0.32 0.87 0.79 0.04 0.00 Col -4 1 0.00 0.86 0.00 0.04 0.00 Col -4 2 0.00 0.86 0.00 0.04 0.00 Col -4 3 0.00 0.86 0.00 0.04 0.00 Col -4 4 0.00 0.86 0.00 0.04 0.00 Col -4 5 0.00 0.86 0.00 0.04 0.00 Col -4 6 0.00. 0.86 0.00 0.04 0.00 Raf-1 1 0.00 0.80 Raf-1 2 0.00 1.20 Raf-1 3 0.00 1.20 Raf-1 4 0.00 1.20 Raf-1 5 0.00 1.20 Raf-2 1 0.00 0.27 Raf-2 2 0.00 0.40 Raf-2 3 0.00 0.40 Raf-2 4 0.00 0.40 Raf-2 5 0.00 0.40 RAFTER MEMBER DEFLECTIONS: Mem Load Deflection (in) Id Id •Calc Allow Raf-1 1 0.00 .0.80 Raf-1 2 0.00 1.20 Raf-1 3 0.00 1.20 Raf-1 4 0.00 1.20 ,Raf-1 5 0.00 1.20 Raf-2 1 0.00 0.27 Raf-2 2 0.00 0.40 Raf-2 3 0.00 0.40 Raf-2 4 0.00 0.40 Raf-2 5 0.00 0.40 . W23851 Rafter Splice Report 3/22/ 0 10:50am Surf Surf Splice ---Plate--- --- Design' --- ---------- Bolts ----------- Id. Loc ---- ----- Id ------ Width ----- Thick Axl ----- ----- _Load Shr ----- Mom Type ----- ---- Diam Rows Space Gage ----- 3 0.0 Mom- 1 3.0 0.179 0.0 0.0 0.0 A325 ---- ----- ---- 0.500 2 2.00 0.00 3/22/00 EwDes-L.out Page 8 0.0 0.0 0.0 A325 0.500 2 2.00 0.00 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ W23851 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ 3/22/ 0 10:50am Flush Girt Design Report GIRT LOCATION: Bay No. Girt Id Id Girt 1 2 --- 1 ---- 2 -------- 3.667 -------- 7.333 2 0 3 2' 3.667 7.333 GIRT SPAN: Bay No. Girt Id Id Girt 1 2 --- 1 ---- 2 -------- 3.104 -------- 3.104 2" 0 3 2 3.104 3.104 GIRT SIZE: Bay No. Girt Id Id Girt 1 2 1 2 6.5Z16 6.5Z16 2 0 3 2 6.5216 6.5Z16 GIRT ACTIONS: (C/D/Z-Section) Bay Girt Ld--Shear(k )--- --Moment(f-k )-- ---Deflect(in)-- Id Id ---- Id Calc Allow UC 'Calc ----- Allow UC Calc Allow UC --- 1 1 -- ----- WP 0.09 ----- ---- 3.74 0.02 -0.07 ----- 4.60 ---- 0.01 ----- 0.00 ----- 0.41 ---- 0.00 WS -0.09 3.74 0.02 0.07 4.60 0.01 0.00 0.41 0.00 1 2 WP -0.13 .3.74 0.03 -0.10 4.60 0.02 0.00 0.41 0.00 WS 0.13 3.74 0.03 0.10 4.60 0.02 0.00 0.41 0.00 3 0 1 WP 0.09 3.74 0.02' -0.07 4.60 0.01 0.00 0.41 0.00 WS -0.09 3.74 0.02 0.07 4.60 0.01 0.00 0.41 0.00 3 2 WP 0.13 3.74 0.03 -0.10 4.60 0.02 0.00 0.41 0.00 WS -0.13 3.74 0.03 0.10 4.60 0.02 0.00 0.41 0.00 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ W23851 Door Jamb & Header Summary 3/22/ 0 10:50am ------------------------------------------------------------------------------ JAMB/HEADER LAYOUT: Bay Member Member Member Member 3/22/00 EwDes-L.out Page 9 Id Id Size Length Weight Support ' 2 Header 8C16 12.00 37.6 Id -- Calc ----- STRESS/DEFLECTION: UC Calc Allow UC 1 Bay Member Ld ----Shear(k )---- --- Moment (f -k )-- ---Deflect(in)--' ----- 18.6.6 Id Id Id Calc Allow ---- ------ UC Calc Allow UC Calc Allow UC 2 Header WP -0.12 2.99 ---- ----- ------ ---- 0.04 -0.36 '6.20 0.06 ----- ----- -0.04 1.60 ---- 0.02 277.7 0.32 WS 0.12 2.99 0.04 0.36 3.98 0.09 0.04 1.60 0.02 W23851 -87.6 186.6 0.47 ------------------------- Bracing Summary 186.6 0.08 3/22/ 0 10:50am WP 87.6 Endwall Diagonal PANEL SHEAR WITH NO BRACING: Panel Shear (Allow) = 100.0 Panel Shear (Calc ) = 0.0 BRACING NOT REQUIRED ------------------------- W23851 Wall Panel Report 3/22/ 0 10:50am PANEL DATA: Bay= 1 Panel: Type = HR Gage = 26.00 ; Yield = 80.0 MOMENTS & DEFLECTION: --------- Moment(ft-lb/ft)--------- Span Span LD Support Midspan Id ---- (ft) ----- Id -- Calc ----- Allow UC Calc Allow UC 1 3.67 WP 13.0 ----- 277.7 --------- 0.05. -28.4 ----- 18.6.6 ---- 0.15 WS ' -13.0 186.6 0.07 28.4 277.7 0.10 2 3.67 WP 87.6 277.7 0.32 15.4 277.7 0.06 WS -87.6 186.6 0.47 -15.4 186.6 0.08 3 6.78 WP 87.6 277.7 0.32 -75.8 186.6 0.41 WS -87.6 186.6 0.47 75.8 277.7 0.27 ---Deflect(in)-- Calc Allow UC ----- ----- ---- -0.05 0.49 0.11 0.05 0.49 0.11 0.05 0.49 0.10 -0.05 0.49 0.10 -0.45 0.90 0.50 0.45 0.90 0.50 W23851 Endwall Design Warning Report 3/22/ 0 10:50am .. No Warnings 3/22/00 EwDes-L.out Page. 10 W23851 Endwall Weight Summary 3/22/ 0 10:50am FORCED'SPACING: Total Column Weight = 162.79 Total Rafter Weight = 0.00 Total Girt Weight = 31.76 Total Door Jamb Weight = 37.63 Total Bracing Weight = 0.00 Total Clips Weight = 39.60 Total Endwall Weight = 271.79 3/22/00 C:\MBS_JOBS\W23851\EwDes-R.out Page 1 *W23851 Endwall Design Input Echo 3/22/ 0 ll:llam *(1)JOBID: (Max: 60 char) IW23851' *(2)PROGRAM OPTIONS: * EW Run Run Run Run No_Des Steel Lap ---Build--- Seis * Id Col/Raf Girt Brace Panel Cycles Code Stiff Code Year Zone 'R' 'Y' 'Y' 'Y' 'Y' 4 '89' ..50 'UBC ' 197' 14 ' *(3)DESIGN CONSTANTS: * ------------------ Steel _Yield ------------------ ---Stress Ratio--- * Web Flg C -Sec W -Sec R -Sec U -Sec EP Panel Col/Raf Girt Panel 50.0 50.0 55.0 50.0 36-.0 36.0 50.0 80.0 1.03 1.03 1.03 *(4)DEFLECTION LIMITS: *------------- Deflect _Limit ------------- * Raf-L Raf-W Raf_T Col Girt Panel PartW Bent 180. 120. 0. 180. 90. 90. �90. 60. *(5)REPORTS: * Input Column Wall * Echo Rafter � Girt 'I' 'Y' 'Y' *(6)BUILDING TYPE: * Build Expand EW * Type Use Offset 'FF' 'N' 0.00 *(7)SURFACE SHAPE: * No. X-Coord * Surf (ft) 4 0.0000 10.0000 20.0000 20.0000 Door Wall Cable Jamb Panel Brace I Y.1. VYI .Y. (Max: 10 surfaces) Y-Coord Offset (.ft) (in) 14.0000 6.500 14.8333 6.500 14.0000 6.500 0.0000 6.500 *(8)BAY SPACING: (Max: 20 bays) * SideWall Frame Sets _Of Bay No. _* Bay Recess Bays Width Bays 20.0000. 0.3333 1 10.0000 2 *(9)FRAMED OPENINGS: * No. Bay Open Open Open Open Sill Base * Open Id Width Height Offset Type Height Elev 0 *(10)PARTIAL WALLS: * Set _Of Base Full--Bay_Id-- Wall * Bays Type Load Start End Height Set Member Depth Select 3/22/00 EwDes-R.out Page 2 Max_Unbr Length 13.0000 0 *(11)COLUMNS: * ---Corner--- -Interior- Same Max_UnBr Base * Type Depth Type Depth Depth Length Elev 'CDW ' 0.000 'CDW ' 0.000 'N' 30.000 0.000 *(12)COLUMN SIZE: * Set No. Column . * Member Column Size IN' * (13) RAFTERS: * Rafter Set Rafter Flange * Select Depth Same Brace 'CDW ' 0.000 'Y' 'Y' (14) RAFTERS SIZE: * Set No. Rafter * Member Rafter Size IN' *(15)RAFTER SPLICES: * Surf No. Splice Splice * Id Splice Loc. Type 2 0 3 1 0.0000 'M' *(16)ENDWALL GIRTS: * Girt Flange Set Set Max Girt To One Girt- * Type Brace Depth Lap Space Rafter Depth/Bay 'ZF' 'Y' 0.000 0.0000 7'.3333 'N' 'Y' *(17)ENDWALL GIRTS LOCATION: (Max: 20 girts) * Set No. Girt * Loc Girts Location 'P' 1 7.3333 *(18)ROOF,PURLINS: * Surf Peak Purl No. Surf * Id Space Space Purlin Ext 3 0.833 4.601 2 0.000 2 0.833 4.601 2 0.000 *(19)PANELS: * Panel Panel * Type Gage - 'HR 1 26.00 *(20)WIND FRAMING SELECTION: * ----- Order_Of_Selection------ * Panel Diagonal Wind Wind * Shear Bracing Bent Column 'N' 'Y' 'N' 'N' *(21)WALL BRACING: Max_Unbr Length 13.0000 3/22/00 EwDes-R out- Page 3 * Wind Brace No. Bays Specified _* Shear Type Specified Bays_For_Bracing 100.0 'C ' 1 1 *(22)~WIND BENTS: * --Member-- No Of * Type Depth Bays Bay_Id '-' 0.00 0 *(23)WIND COLUMNS: * --Member-- No Of Left/ * Type Depth Bays Bay_Id Right '-' 0.0.0 0 *(24)WALL BRACING ATTACHMENT *No _Of Attach--Bay_Id-- No_Of *Attach Id Start End Level Level Height 0 *(25)EAVE EXTENSION: * *Wall No_Of Ext-Bay_Id---Edge_Extend- Ext Load *Id Ext Id Start End Width Height Slope Left Right Mount Width 2 0. 4 0 *(26)SW CANOPY * *Wall No_Of Ext-Bay_Id---Edge Extend- Ext Load *Id Ext Id Start End Width Height ' Slope Left Right Mount Width 2 0 4 0 (27) EW CANOPY * *Wall No_Of Ext-Bay_Id--Edge_Extend- Ext *Id Ext Id Start End Width Height Slope Left Right Mount 3 0 *(28)BASIC LOADS: * Dead Live Snow Collateral Basic Wind_Load Canopy Seismic * Load Load Load Load Wind Ratio Live Load 2.2 20.0 20.0 0.0 17.4 1.00 20.0 0.0 *(29)WIND PRESSURE/SUCTION: * Deflection * Wind Wind Wind Wind * Press Suct Press Suct 15.6 -15.6 15.6 -15.6 .. Column 15.6 -15.6 15.6 -15.6 .. Girt/Header 15.6 -15.6 15.6 -15.6 .. Jamb 20.8 -20.8 20.8 -20.8 .. Panel 0.0 -48.6 0.0 -48.6 ..L Eave Ext 0.0 -48.6 0.0 -48.6 ..R Eave Ext 0.0 -48.6 0.0 -48.6 ..SW Canopy 0.0 -48.6 0.0 -48.6, ..EW Canopy" 3/22/00 EwDes-R.out Page 4 *(30)WIND COEFFICIENTS: * Surf Rafter Surface * Id _Wind Left _1 Right 1 .80 -.50 2 -.70 -.70 3 -.70 -.70 4 -.50 .80 Rafter -Wind -2 Bracing_Wind Long Surface Left Right Left Right Press Friction .00 .00 .80 -.50 .00 .00 .00 .00 7.70 -.70 -.70 .00 .00 .00 -.70 -.70 -.70 .00 .00 .00 -.50. .80 .00 .00 *(31)COLUMN & BRACING DESIGN LOADS: * * No. Load Aux .00 Seisl Rafter Wind Brace 0 Column .00 *Load Id Dead Collat Live Left Right Left -Wind Right -Wind Press Suct 6 1 1.00 1.00 1.00 .00 .00 .00 .00 .00 .00 2 1.00 .00 .50 .00 .00 1.00 .00 .00 1.00 3 1.00 .00 .50 .00 .00 .00 1.00 .00 1.00 4 1.00 .00 .00 .00 .00 .00 .00 1.00 .00 5 1.00 .00 .00 1.00 .00 .00 .00 .00 1.00 6 1.00 .00 .00 .00 1.00 .00 .00 .00 1.00 *(32)COLUMN & BRACING DESIGN LOADS: Deflection * Deflection * No. Load Rafter _Wind Brace -Wind Aux -Load _ _ � Load *Load Id Dead Collat Live Left Right Left Right Press Suct Seisl Id Coef 0 *(33)RAFTER DESIGN LOADS: * * No. Load *Load Id Dead Collat Live 5 1 1.00 1.00 1.00 2 Aux .00 Seisl Id -Load Coef .00 0 .00 .00 0 .00 .00 0 .00 .00 0 .00 .00 0 .00 .00 0 .00 *(32)COLUMN & BRACING DESIGN LOADS: Deflection * Deflection * No. Load Rafter _Wind Brace -Wind Aux -Load _ _ � Load *Load Id Dead Collat Live Left Right Left Right Press Suct Seisl Id Coef 0 *(33)RAFTER DESIGN LOADS: * * No. Load *Load Id Dead Collat Live 5 1 1.00 1.00 1.00 2 1.00 .00 .00 3 1.00 .00 .00 4 1.00 .00 .00 5 1.00 .00 .00 Rafter Wind 1 Rafter Wind 2 Left Right Left Right .00 .00 .00 .00 1.00 .00 .00 .00 .00 1.00 .00 ..00 .00 .00 1.00 .00 .00 .00 .00 1.00 *(34)RAFTER DESIGN LOADS: Deflection * Deflection * No. Load Rafter_Aux-Load Rafter -Wind -2 _ � Load *Load Id Dead Collat Live Left Right Left Right Seis Id Coef 0 *(35)AUXILIARY LOADS: (Max: 10 loads, 10 comb/load) * No. Aux Aux No. Add Add Load * Aux Id `Name Combs Id Coef 0 .*(36)ADDITIONAL LOADS: (Max: 20 loads) * No. Add Surf Basic Load FX FY M X Y -Conc. * Add Id Id Load Type W1 W2 Co DL1 DL2 -Unif. 0 W23851 Column & Rafter Design 3/22/ 0 11:11am Aux Load Seis Id Coef .00 0 .00 .00 0 .00 .00 0 .00 .00 0 .00 .00 0 .00 * Deflection * No. Load Rafter_Aux-Load Rafter -Wind -2 _ � Load *Load Id Dead Collat Live Left Right Left Right Seis Id Coef 0 *(35)AUXILIARY LOADS: (Max: 10 loads, 10 comb/load) * No. Aux Aux No. Add Add Load * Aux Id `Name Combs Id Coef 0 .*(36)ADDITIONAL LOADS: (Max: 20 loads) * No. Add Surf Basic Load FX FY M X Y -Conc. * Add Id Id Load Type W1 W2 Co DL1 DL2 -Unif. 0 W23851 Column & Rafter Design 3/22/ 0 11:11am 3./22/00 EwDes-R.out Page 5 MEMBER SIZES: Mem Mem Mem --- Wide Flange Section -- C -Section Mem Id Loc Type W -Dep W-Thk F-Wid F-Thk Depth Gage Weight Col -1 0.5 8C16 8.0 16 40.25 Col -2 10.0 8C16 8.0 16 42.72 Col -3 19.5 8C16 8.0 16 40.25 Raf-1 Col -3 8C16 8.0 16 31.47 Raf-2 _ Col -3 8C16 8.0 16 31.47 DESIGN ACTIONS/STRESSES: (C/D/Z-Section) Mem Load Id Id Col -1 1 Col -1 2 Col -1 3 Col -1 4 Col -1 5 Col -1 6 Col -2 1 Col -2 2 Col -2 3 Col -2 4 Col -2 5 Col -2 6 Col -3 1 Col -3 2 Col -3 3 Col -3 4 Col -3 5 Col -3 6 Raf-1 1 Raf-1 2 Raf-1 3 Raf-1 4 Raf-1 5 Raf-2 1 Raf-2 2 Raf-2 3 Raf-2 4 Raf-2 5 STRESS RATIO: Mem Load Id Id Total = 186.15 - Axial (k ) - -- Shear (k )- Moment (f -k ) Design Allow Design Allow Design Allow Load Load Load Load Load Load 0.97' 9.03 0.00 2.25 0.00 4.16 0.05 12.04 0.00 2.99 0.00 5.55 0.05 12.04 0.00 2.99 0.00 5.55 =0.36 38.54 0.00 2.99 0.00 5.55 -0.36 38.54 0.00 2.99 0.00 5.55 -0.36 38.54 0.00 2.99 0.00 5.55 2.76 8.96 0.00 2.25 0.00 4.16 0.09 11.95 1.00 2.99 3.42 5.55 0.09 11.95 1.00 2.99 3.42 5.55 -1.12 38.54 -1.00 2.99 -3.42 5.55 -1.12 38.54 1.00 2.99 3.42 5.55 -1.12 38.54 1.00 2.99 3.42 5.55 0.97 9.03 0.00' 2.25 0.00. 4.16 0.05 12.04 0.00 2.99 0.00 5.55 0.05 12.04 0.00 2.99 0.00 5.55 -0.36 38.54 0.00 2.99 0.00 5.55 -0.36 38.54 0.00 2.99 0.00 5.55 -0.36 38.54 0.00 2.99 0.00 5.55 0.07 12.14 -1.35 2.25 2.55 4.65 -0.05 38.54 0.58 2.99 -1.10 6.19 -0.05 38.54 0.58 2.99 -1.10 6.19 0.01 16.18 -0.15 2.99 0.29 6.19 0.01 16.18 -0.15 2.99 0.29 6.19 0.07 12.14 1.35 2.25 2.55 4.65 -0.05 38.54 -0.58 2.99 -1.10 6.19 -0.05 38.54 -0.58 2.99 -1.10 6.19 0.01 16.18 0.15 2.99 0.29 6.19 0.01 16'.18 0.15 2.99 0.29 .6.19 Axial Shear Moment Axl+Mom Shr+Mom 3/22/00 EwDes-R.out Page 6 Col -1 1 0.11 0.00 0.00 0.11 0.00 Col=l 2 0.00 0.00 0.00 0.00 0.00 Col -1 3 0.00 0.00 0.00 0.00 0.00 Col -1 4 0.01 0.00 0.00 0.00 0.00 Col -1 5 0.01 0.00 0.00 0.00 0.00 Col -1 6 0.01 0.00 0.00 0.00 0.00 Col -2 1 0.31 0.00 0.00 0.31 0.00 Col -2 2 0.01 0.34 0.62 0.62 0.11 Col -2 3 0.01, 0.34 0.62 0.62 0.11 Col -2 4 0.03 0.34 0.62 0.59 0.11 Col -2 5 0.03 0.34 0.62 0.59 0.11 Col -2 6- 0.03 0.34 0.,62 0.59 0.11 Col -3 1 0.11 0.00 0.00 0.11 0.00 Col -3 2 0.00 0.00 0.00 0.00 0.00 Col -3 3 0.00 0.00 0.00 0.00. 0.00 Col -3 4 0.01 0.00 0.00 0.00 0.00 Col -3 5 0.01 0.00 0.00 0.00 0.00 Col -3 6 0.01 0.00 0:00 0.00 0.00 Raf-1 1 0.01 0.60 0.55 0.54 0.66 Raf-1 2 0.00 0.19 0.18 0.18 0.07 Raf-1 3 0.00 0.19 0.18 0.18 0.07 Raf-1 4 0.00 0.05- 0.05 0.05 0.00 Raf-1 5 0.00 0.05 0.05 0.05 0.00 Raf-2 1 0.01 0.60 0.55 0.54 0.6.6 Raf-2 2 0.00 0.19 0.18 0.18 0.07 Raf-2 3 0.00. 0.19 0.18 0.18 0.07 Raf-2 4 0.00 0.05 0.05 0.05 0.00 Raf-2 5 0.00 0.05 0.05 0.05 0.00 MEMBER DEFLECTIONS/COLUMN REACTIONS: Mem Load Deflection (in) Reaction (k ) Id Id Calc Allow Ho'rz(OP) Vert Horz(IP) Col -1 1 0.00 0.86 0.00 0.97 0.00 Col -1, 2 0.00 0.86 0.00 -2.10 1.61 Col -1 3 0.00 0.86 0.00 0.05 0.00 Col -1 4 0.00 0.86 0.00 -0.36 0.00 Col -1 5 0.00 0.86 0.00 -0.36 0.00 Col -1 6 0.00 0.86 0.00 -0.36 0.00 Col -2 1 0.00 0.91 0.00 2.76 0.00 Col -2 2 0.45 0.91 1.00 0.09 0.00 Col -2 3 0.45 0.91 1.00 -2.06 1.61 Col -2 4 -0.45 0.91 -1.00 -1.12 0.00 Col -2 5 0.45 0.91 1.00 -1.12 0.00 Col -2 6 0.45 0.91 1.00 -1:12 0.00 Col -3 1 0.00 0.86 0.00 0.97 0.00 Col -3 2 0.00 0.86 0.00 0,05 0.00 Col -3 3 0.00 0.86 0.00 0.05 0.00 Col -3 4 0.00 0.86 0.00 -0.36 0.00 Col -3 5 0.00 0.86 0.00 -0.36 0.00 Col -3 6 0.00. 0.86 0.00 -0.36 0.00 Raf-1 1 -0.07 0.67 Raf-1 2 0.03 1.00 Raf-1 3 0.03' 1.00 3/22/00 EwDes-R.out Page 7 Raf-1 4 -0.01 1.00 Raf-1 5 -0.01 1.00 ' Raf-2 1 -0.07 0.67 .Raf-2 2 0.03 1.00 Raf-2 3 0.03 1.00 Raf=2 4 -0.01 1.00 Raf-2 5 -0.01 1.00 RAFTER MEMBER DEFLECTIONS: Mem Load Deflection.(in) Id Id Calc Allow Raf-1 1, -0.07, 0.67 Raf-1 2 0.03 1.00 Raf-1 3 0.03 1.00 Raf-1 4 -0.01 1.00 Raf-1 5 -0.01 1.00 Raf-2 1 -0.07 0.67 Raf-2 2 0.03 1.00 Raf-2 3 0.03 1.00 Raf-2 4 -0.01 1.00 Raf-2 5 -0.01 1.00 W23851 Rafter Splice Report 3/22/ 0 ll:llam Surf Surf Splice ---Plate--- --- Design_Load--- ----------Bolts----------- Id Loc Id Width=Thick Axl Shr Mom Type Diam Rows Space Gage 3 0.0 Mom- 1 8.0 0.179 0.1 1.3 2.5 A325 0.500 2 2.00 0.00, 0.1 1.3 -1.1 A325 0.500 2 2.00 0.00 W23851 Flush Girt'Design Report 3/22/ 0 ll:llam GIRT LOCATION: Bay No. Girt Id Id Girt 1 1 1 7.333 2 .1 7.333 GIRT SPAN: Bay No. Girt Id Id Girt 1 1 1 8.750 2 1 8.750 3/22/00 EwDes-R.out Page 8 GIRT SIZE: Bay No. Girt Id • Id Girt .1 1 1 6.5216 2 1 6.5Z16 GIRT ACTIONS: (C/D/Z-Section) Bay Girt Ld--Shear(k )--- Id Id Id Calc Allow UC --- ---- -- ----- ----- ---- 1 1 WP 0.49 3.74 0.13 WS -0.49 3.74 0.13 --Moment(f-k )-- Calc Allow UC ----- ----- ---- -1.06 4.60 0.23 1.06 3.07 0.35 ---Deflect(in)-- Calc Allow UC ----- ----- ---- -0.10 1.17 0.09 0.10 1.17 0.09 2 1 WP 0.49 3.74 0.13 -1.06 4.60 0.23 -0.10 1.17 0.09 WS -0.49 3.74 0.13 1.06 3.07 0.35 0.10 1.17 0.09 W23851 Endwall Diagonal Bracing Summary 3/22/ 0 11:11am PANEL SHEAR WITH NO BRACING: Panel Shear (Allow) = 100.0 Panel Shear (Calc ) = 80.5 CABLE BRACING REQUIRED: Bay Level ------ Diag_Brace----- Max Diag_Force(k ) Brace_Tension(k ) Id Height Type Size Part Wind Seismic Calc Allow 1 13.12 C 0.312 CB0313 --- 2.69_ ------- 0.00 ------ ------ 2.69 5.60 COLUMN BASE REACTIONS: Bay Col Max Max Id --- Id Horz Vert (+/-) 1 ---- 1 ---- -1.61 --------- 2.15 1 2 1..61 2.15 W23851 -----------------------------------------=----- Wall Panel Report 3/22/ 0 ll:llam PANEL DATA: Bay= 1 Panel: Type = HR Gage = 26.00 Yield = 80.0 MOMENTS & DEFLECTION: --------- Moment(ft-lb/ft)--------- Span Span LD Support Midspan -=-Deflect(in)-- Id (ft) Id Calc Allow UC Calc Allow UC Calc Allow UC 3/22/00 EwDes-R.out Page 9 ---- ----- -- 1 7.33 WP ----- 132.2 ----- 277.7 ---- 0.48 ----- -73.7 ----- 186.6 ---- 0.40 ----- -0.48 ----- 0.98 ---- 0.49 WS -132.2 186.6 0.71 73.7 277.7 0.27 0.48 0.98 0.49 2 6.91 WP 132.2 27.7.7 0.48 -58.0 186.6 0.31 -0.31 0.92 0.34 WS -132.2 186.6 0.71 58.0 277.7 0.21 0.31 0.92 0.34 ----------------------------------------------------- W23851 Endwall Design Warning Report 3/22/ 0 11:11am .. No Warnings W23851 Endwall Weight Summary 3/22/ 0 11:11am FORCED SPACING: Total Column Weight = -123.21 Total Rafter Weight = 62.94 Total Girt Weight = 44.77 Total Door Jamb Weight = 0.00 Total Bracing Weight = 6.96 Total Clips Weight _ 26.40 Total Endwall Weight = 264.28 3/22/00 C:\MBS_JOBS\W23851\RfDes-l.out Page 1 *W23851 Rigid Frame Design Input Echo 3/22/ 0 10:55am *(1)JOBID: (Max: 60 char) 'W23851 ' *(2)PROGRAM OPTIONS: *Frame Frame Stress Frame No_Of End_Conn Steel Splice Build Seis * Id Type Space Space Cycle Lt Rt Code Fix Code Year Zone 1 'RF' 5.00 10.17 7 'P' 'P' 189' 1.00 'UBC ' 197' 14 ' *(3)ANALYSIS OPTIONS: * Plate Depth Column_Dep_Opt(in) Rafter_Dep_Opt(in) Web Stiffener * Opt Opt Typ Min Max Typ Min Max Use Ratio B Side 'Y' 'Y' 'T' .8.00 60.00 'C' 8.00 60.00 'N' 0.00 'Y ' *(4)DESIGN CONSTANTS: * ----------- Steel _Yield(ksi)--------------- Stress _Ratio---- Deflect Limit * Web Flg R_Frm P_Frm T_Frm EP BP Frame Col EP BP Horz Vert 50.0 50.0 36.0 36.0 46.0 50.0 50.0 1.03 1.03 1.03 1.03 60.0 180.0 (5) REPORTS: * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Cable * Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React React fit T V A IV B I V B IYI I N S IN'V V I lV 1 IN'IN'IN'I�N' 1V 1V 1V LV *(6)BUILDING SHAPE: (Max: 10 surfaces) * No. X_Coord Y_Coord Offset * Surf (ft) (ft) (in) 4 0.0000 14.0000 6.500 10.0000 14.8333 6.500 20.0000 14.0000 6.500 20.0000 0.0000 6.500 *(7)MEMBER DEPTHS: (Max: 50 total depths) * Surf Member --De th in p (' )-- No. Interior Depths * Id Size Start End Dep Loc.(ft) Depth(in) 1 '-------- 8.000 10.000 0 2 '--------' 10.000 10.000 0 3 '--------' 10.000 10..000 0 4 '--------' 10.000 8.000 0 *(8)MEMBER SPLICES: (Max: * Surf No. Splice * Id Splice Loc(ft) 1 0 2 1 0.0000 3 1 0.0000 4 1 0.0000 *(9)SEGMENT PLATES: (Max: * Mem No. Seg Len * Id Seg Id (ft) 40 total splices) Splice Type 'VEE' '-EE' 'VEE' 100 segments) Flange Plate Thickness (in) Width Web O.S.Flg I.S.Flg 3/22/00 RfDes-l.out Page 2 1 1 1 0.00 5.0 0.1120 0.1875 0.1875 2 1 2 0.00 5.0 0.1120 0.1875 0.1875 3 1 3 0.00 5.0 0.1120 0.1875 0.1875 4 1 4 0.00 5.0 0.1120 0.1875 0.1875 *(10)INTERIOR COLUMNS: (Max: 10 colums) * No. Col Col Col Col Connection Unbrace_Length Col Col * Col Id Typ Rot Loc Bot Top Major Minor Set Size 0 *(11)BASE ELEVATION: * Elev 0.00 Left Column 0.00 Right Column *(12)WALL GIRTS: (Max: 20 girts/surface) * Surf Girt Girt_ Girt No. * Id Depth Project Lap Girt Location(ft). 1 6.50 0.00' 0.875 1 7.333 4 6.50 0.00 0.875 1. 7.333' *(13)ROOF PURLINS: * Surf Purl Purl Purl No. Peak Set Of -Set_Space- * Id Depth Project Lap Purlin Space Space Space No. 2 6.50 0.00 0.875 2 0.833 0 3 6.50 0.00 0.875 2 0.833 0 *(14)FLANGE BRACES: (Max: 400 total braces) * Surf No. Flange_ Brace_ At * Id Brace Girt/Purlin Number 1 1 1 2 2 1 2 3 2 1 2 4 1 1 *(15)SIDEWALL EXTENSIONS: *Surf No Ext ------- :Facia Load * Id Ext Id Type Width Elev Slope Height Width 1 0 4 0 *(16)EXTENSION LOADS: *Ext Dead Collat Live Windl_Coeff Wind2 Coeff Facia Wind *Id psf psf psf Left Right Left Right Left Right *(17)BASIC LOADS: * Basic. Wind Seis Weak_ Axis_ Force * Dead Live Snow Collateral Wind Load Load L_Col R_Col * psf psf psf psf psf Ratio k 2.20 20.00 20.00 0.00 17.37 1.00 0.2 0.00 0.00 *.(18)WIND COEFFICIENTS: * Surf --Wind-1--- --Wind`2--- Surface 3/22/00 RfDes-1.out Page 3 * Id Left Right Left Right Friction 1 0.80 -0.50 0.80 -0.50 0.00 2 -0.70 -0.70 -0.70 -0.70 0.00 3 -0.70 -0.70 -0.70 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 0.00 *(19)DESIGN LOADS: (Max: 34 design loads) * *(20)AUXILARY LOADS: (Max: 20 loads) *No. Aux Aux No. _Add Add -Comb *Aux Id Name Loads Id Coeff 0 *(21)ADDITIONAL LOADS : (Max: 40 loads) ( F -k , W-k/ft, Dx, Dy, Dl -ft ) *No. Add Surf Basic Load -------------------- Load ------------------- *Des Load *Add Id Id Type Type W1 Live/ -Coefficients Live ---Wind 1-- ---Wind 2 -- *(22)FLOOR BEAMS: *No. Id Dead Collat Snow Right Left Right Left Right Seis 19 1 1.00 .1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 3 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 4 1.00 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 5 1.00. 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 6 1.00 0.00 0.50 0.00 1.00 0.00 0.00 0.00 0.00 7 1.00 0.00 0.50 0.00 0.00 1.00 0.00 0.00 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 10 1.00 1.00 1.00 0.00 0.00 0.00 0.50 0.00 0.00 11 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.50 0.00 12 1.00 0.00 0.50 0.00 0.00 0.00 1.00 0.00 0.00 13 1.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 14 1.00 1.00 0.00 0.00 .0.00 0.00 0.00 0.00 1.00 15 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 16 0..00 0.00 0.00 0.00 0.00 0.00 0.00* 0.00 1.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 18 1.00 1.00 1.00. -0.50 0.00 0.00 0.00 0.00 0.00 19 1.00 1.00 0.50 0.50 0.00 0.00 0.00 0.00 0.00 *(20)AUXILARY LOADS: (Max: 20 loads) *No. Aux Aux No. _Add Add -Comb *Aux Id Name Loads Id Coeff 0 *(21)ADDITIONAL LOADS : (Max: 40 loads) ( F -k , W-k/ft, Dx, Dy, Dl -ft ) *No. Add Surf Basic Load Fx Fy M Dx *Add Id Id Type Type W1 W2 Co Dll 0 *(22)FLOOR BEAMS: * Bay No. Beam Beam Con_Type Con Loc Beam Properties * Id Beam Id Ht Lt Rt Lt Rt Area Ixx 1 0 *(23)CABLES: * Bay No. * Id Cable 1 0. Cable Cable Cable Cable Id Level Type Area Aux Load Id Coeff 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 Dy -Conc D12 -Dist 'W23851 Base Plate and Anchor Bolt Design 3/22/ 0 10:55am ---------------- Bolt Type = A307 3/22/00 RfDes-Lout Page 4 -------------------------------- W23851 Bolted -End -Plate Design 3/22/ 0 10:55am Bolt Type = A325 Splice Member -Plate(in)-- Weak Load(k ,f -k ) _ Column Max_Reactions(k ) Axis --- Plate _Size(in)--- ---- Bolts(in) ---- Loc. ------ Comp ----- Tens Shear ----- ----- Tens ----- Width Length Thick ----- ------ Row Diam Gage Left' 2.5 -1.5 -1.4 0.0 ----- 5.0 9.00 0.375 ----- ----- ---- 1 0.750 3.00 Right 2.5 -1..5 1.4 0.0 5.0 9.00 0.375 1 0.750 3.00 -------------------------------- W23851 Bolted -End -Plate Design 3/22/ 0 10:55am Bolt Type = A325 Splice Member -Plate(in)-- Tens Load(k ,f -k ) ------ Bolt(in)------- Weld Id ------ Typ Loc. ------ Width ----- Thick ----- Loc. ---- Id -- Shr --- -Mom ---- Row --- Diam ----- Space Gage Reqd 1 VEE 1- 2 5.0 0.500 Top: 7 1 8 2 0.750 ----- 3.00 ----- 3.00 ----- 0.188F Bot: 2 -2 9 2 0.750 3.00 3.00 0.188F 2 -EE 2- 3 5.0 0.500 Top: 3 1 2 2 0.750 3.00 3.00 0.188F 2 2 Bot: 1 0 5 2 0.750 3.00 3.00 0.188F 3 VEE 3- 4 5.0 0.500 Top: 12 -1 8 2 0.750 3.00 3.00 0.188F Force: 0.05 0.04 Bot: 3 2 9 2 0.750 3.00 3.00 0.188F -------------------------------- W23851 Stiffener Report 3/22/ 0 10:55am Stiff Stiff Stiff Force Force Force Loc No. Width Thick Calc. Allow Ratio Col 1 1 2.41 0.188 19.5 36.1 0.54 Col 2 1 2.41 0.188 19.5 36.1 0.54 W23851 Flange Brace Report ------------------------ 3/22/ 0 10:55am Surf No. Id Brace Flange Braces 1 0 ------------- 2 2 Loc 1 2 Sides: 2 2 Part : FB FB Force: 0.05 0.04 3 2 Loc 1 2 Sides: 2 2 Part : FB FB Force: 0.04 0.05 3/22/00 4 0 RfDe s - l.out Page 5 ---------------------------------------- W23851 Weld Report: Web To Flange 3/22/ 0 10:55am -Weld Provide�d- ------------------------------------------ W23851 Design Summary Report 3/22/ 0 10:55am MEMBERS: Mem Segj Id Id 1 1 2 2 3 3 4 4 Flange JWeb_Depthl Plate_ Thickness I Max_UCV I Max UCO I Max_UCI Len WidjStrt Endl Web 0-flg I-flgjId Ld UcvjId Ld Uco_jId Ld Uci 13.5 5.0 8.0 8.0 0.112 0.188 0.188 1 2 0.11 4. 2 0.49 4 7 0.58 8.9 5.0 8.0 8.0 0.112 0.188 0.188 5 1 0.15 5 2 0.47 5 7 0.43 8.9 5.0 8.0 8.0 0.112 0.188 0.188 10 1 0.15 10 3 0.47 10 6 0.43 13.5 5.0 8.0 8.0 0.112 0.188 0.188 14 3 0.11 11 3 0.49 11 6 0.58 No. Cycles For.Plate Optimization= 4 LOAD COMBINATIONS: 1 - DL+CO+LL ---- Max Shear ----- One_Side_Of Web Member Segment _Weld Section Load _ Shear Size Shear Id ------------- Id Id Id ------- ------ Win ) (in) Win ) 1 1 1 ------- 2 0.20 ----- 0.125 ------- 2.48 2 2 5 1 0.22 0.125 1.86 3 3 10 1 0.22 0.125 1.86 4 4 14 9 0.20 0.125 2.48 W23851 Special Segment ---------------------------------------- Report 3/22/ 0 10:55am SEGMENT SIZE AT ----------------------------- LEFT COLUMN: Web Thick= 0.112 ( 0.112) Flange Width= 5.000 ( 5.000) Flange Thick= 0.188 ( 0.188) SEGMENT SIZE AT ----------------------------- RIGHT COLUMN: Web Thick= 0.112 ( 0.112) Flange Width= 5.000 ( 5.000) Flange Thick= 0.188 ( 0.188) ------------------------------------------ W23851 Design Summary Report 3/22/ 0 10:55am MEMBERS: Mem Segj Id Id 1 1 2 2 3 3 4 4 Flange JWeb_Depthl Plate_ Thickness I Max_UCV I Max UCO I Max_UCI Len WidjStrt Endl Web 0-flg I-flgjId Ld UcvjId Ld Uco_jId Ld Uci 13.5 5.0 8.0 8.0 0.112 0.188 0.188 1 2 0.11 4. 2 0.49 4 7 0.58 8.9 5.0 8.0 8.0 0.112 0.188 0.188 5 1 0.15 5 2 0.47 5 7 0.43 8.9 5.0 8.0 8.0 0.112 0.188 0.188 10 1 0.15 10 3 0.47 10 6 0.43 13.5 5.0 8.0 8.0 0.112 0.188 0.188 14 3 0.11 11 3 0.49 11 6 0.58 No. Cycles For.Plate Optimization= 4 LOAD COMBINATIONS: 1 - DL+CO+LL 3/22/00 Fx(k ) RfDes-1.out 2 - DL+WL1 0.34 2.47 0.00 3 - DL+WRl -2.04 .0.00 1.31 6 - DL+LL/2+WL1 0.00 -0.63 1.23 7 - DL+LL/2+WRl 0.97 2.47 0.00 WEIGHTS: -1.02 0.00 1.46 Member ---------- 1 2 3 4 -2.04 ---- Weight (lb).: ---- 129 83 ---- ---- 83 129 0.00 Total Weight (lb) Frame Members = 424 2.47 Interior Col. _. 0 0.00 Conn. Plates = 60 -0.17 Base Plates = 10 0.76 Trans Stiff = 0 REACTIONS: (Sidewall Columns) Load Id 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ----- Left ------ Fx(k ) _Column Fy(k ) M(f-k ) 0.34 2.47 0.00 -1.91 -2.04 .0.00 1.31 0.44 0.00 -0.63 1.23 0.00 0.97 2.47 0.00 -1.76 -1.02 0.00 1.46 1.45 0.00 -1.91 -2.04 0.00 1.31 0.44 0.00 -0.63 1.23 0.00 0.97 2.47 0.00 -1.76 -1.02 0.00 1.46 1.45 0.00 -0.17 0.12 0.00 0.27 0.76 0.00 -0.22 -0.32 0.00 0.22 0.32 0.00 0.27 2.24 0.00 0.27 1.69 0.00 DEFLECTIONS : (in) 494 -----Right_Column--- Fx(k ) Fy(k ) M(f-k -0.34 Lateral Defl 0.00 Load @ Top Of Col Vert Defl Id Left Right @ Midspan 1 -0.02 0.02 -0.24 2 1.94 1.92 0.11 3 -1.92 -1.94 0.11 4 0.95 0.98 -0.17 494 -----Right_Column--- Fx(k ) Fy(k ) M(f-k -0.34 2.47 0.00 -1.31 0.44 0.00 1.91 -2-04 0.00 -0.97 2.47 0.00 0.63 1.23 0.00 -1.46 1.45. 0.00 1.76 -1.02 0.00 -1.31 0.44 0.00 1.91 -2.04 0.00 -0.97 2.47 0.00 0.63 1.23 0.00 -1.46 1.45 0.00 1.76 -1.02 0.00 -0.27 0.76 0.00 0.17 0.12 0.00 -0.22 0.32 0.00 0.22 -0.32 0.00 -0.27 1.69 0.00 -0.27 2.24 0.00 Page 6 3/22/00• Lateral Defl RfDes-Lout 5� -0.98 -0.95 -0.17 6 1.93 1.93 0.01 ' 7 -1.93 -1.93 0.01 8 1.94 1.92 0.11 9 -1.92 -1.94 0.11 10 0.95 0.98 -0.17 1.1 -0.98 -0.95 -0.17 12 1.93 1.93 0.01 13 -1.93 -1.93 0.01 14 0.44 0.44 -0.03 15 -0.44 -0.44 -0.03 16 0.44 0.44 0.00 17 -0.44 -0.44 0.00 18 0.02 0.05 -0.19 19 -0.05 -0.02 -0.19 DEFLECTIONS LIMIT: U Page 7 -------------- ---------------------------- W23851 Rigid Frame Clearances 3/22/ 0 10:55am VERTICAL CLEARANCE: ------------------ Left Col 154.31 (X= 14.87 Y= 154.31 ) Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan 1 8490 8489 998 2 83 84 2173 3 84 83 2173 4 169 165 1418 5 165 169 1.418 6 83 83 39210 7 83 83 39204 8 83 84 2173 9 84 83 2173 10 169 165 1418 11 165 169 1418 12 83 83 39210 13 83 83 '39204 14 371 367 7570 15 367 371 7571 16 369. 369 99999 17 369 369 99999 18 9017 3386 1275 19 '3386 9017 1275 Max Live Vertical = -0.22, Span/Deflection = 1108 Max Horizontal Drift= 1.94, Eave Height/Drift= 83. U Page 7 -------------- ---------------------------- W23851 Rigid Frame Clearances 3/22/ 0 10:55am VERTICAL CLEARANCE: ------------------ Left Col 154.31 (X= 14.87 Y= 154.31 ) 3/22/00 Right Col Midspan HORIZONTAL CLEARANCE: -------------------- Left Col - Right Col RfDes-l.out 154.31 (X= 225.13 Y= 154.31 ) 163.07 (X= 120.00 Y= 163.07 ) 210.25 (X1= 14.87 , X2= 225.13 ) Page 8 W23851 Rigid Frame Design Warnings 3/22/ 0 10:55am .. No Warnings 3/22/00 C:\MBS_JOBS\W23851\RfDes-2.out Page 1 *W23851 Rigid Frame Design Input Echo 3/22/ 0 11:01am *(1)JOBID: (Max: 60 char) 'W23851 ' *(2)PROGRAM OPTIONS: *Frame Frame Stress Frame No_Of End_Conn Steel Splice Build Seis * Id Type Space Space Cycle Lt Rt Code Fix Code Year Zone 2 'RF' 5.00 20.00 7 'P' 'P' 189' 1.00 'UBC ' 197' 14 ' *(3)ANALYSIS OPTIONS: * Plate Depth Column_Dep_Opt(in) Rafter_Dep_Opt(in) Web_Stiffener * Opt Opt Typ Min Max Typ Min Max Use Ratio' B_Side 'N' 'N' 'T' 8.00 60.00 'C' 8.00 60.00 'N' 0.00 'Y ' *(4)DESIGN CONSTANTS: * -----------Steel Yield(ksi )---------------Stress_Ratio---- Deflect Limit * Web Flg R_Frm P Frm T_Frm EP BP Frame Col EP BP Horz Vert 50.0 50.0 36.0 36.0 46.0 50.0 50.0 1.03 1.03 1.03 1.03 60.0. 180.0 (5) REPORTS: * Input Design End Base * Echo Summary Plate Plate III I Y I IYI H y l *(6)BUILDING SHAPE: * No. X_Coord * Surf (ft) 4 0.0000 10.0000 20.0000 20.0000 *(7)MEMBER DEPTHS: * Surf Member * Id Size 1 '--------' 2 '--=-----' 3 '--------' 4 '--------' (Max: 10 Y_Coord (ft) 14.0000 14.8333 14.0000 0.0000 Revise Action Input Stress 'Y' 'N' surfaces) Offset (in) 6.500 6-.500 6.500 6.500 (Max: 50 total depths) --Depth (in) -= No. Start End Dep 9.000 9.000 0 8.000 8.000 0 8.000 8.000 0 9.000 9.000 0 *(8)MEMBER SPLICES: (Max: * Surf No. Splice .* :Id Splice Loc (ft) 1 0 2 1 0.000C 3 1 0.000C 4 1 0.000C Sec Flange Segment Unbrc Floor Cable Prop Brace Displ. Len React React 'N' IY' 'N' 'N' 'N' 'N' 40 total splices) Splice Type 'VEE' '-EE' 'VEE' Interior_ Depths Loc.(ft) Depth(in) *(9)SEGMENT PLATES: (Max: 100 segments) * Mem No. Seg Len Flange Plate Thickness (in) * Id Seg Id (ft) Width Web O.S.Flg I.S.Flg 3/22/00 RfDes-2.out Page 2 1 1 1 0.00 8.0 0.1120 0.1875 0.1875' 2 1 2 0.00 5.0 0.1120 0.1875 0.1875 3 1 3 0.00 5.0 0.1120 0.1875 0.1875 4 1 4 0.00 8.0 0.1120 0.1875 0.1875 *(10)INTERIOR COLUMNS: (Max: 10 colums) * No. Col Col Col Col Connection Unbrace_Length Col Col * Col Id Typ Rot Loc Bot Top Major Minor Set Size 0 *(11)BASE ELEVATION: * Elev 0.00 Left Column 0.00 Right Column *(12)WALL GIRTS: (Max: 20 girts/surface) * Surf Girt Girt Girt No. *. Id Depth Project Lap Girt Location(ft) 1 6.50 0.00 0.875 1 7.333 4 6.50 0.00 0.875 1 7.333 *(13)ROOF PURLINS: * Surf Purl Purl Purl No. Peak Set Of -Set_Space- * Id Depth Project Lap Purlin Space Space Space No. 2 6.50 0.00 0.875 2 0.833 0 3 6.50 0.00 0.875 2 0.833 0 *(14)FLANGE BRACES: (Max: 400. total braces) * Surf No. Flange_ Brace_ At * Id Brace Girt/Purlin Number 1 1 1 2 2 1 2 3 2 1 2 4 1 1 *(15)SIDEWALL EXTENSIONS: *Surf No Ext ------- Extension -Size ------- Facia Load * Id Ext Id Type Width Elev Slope Height Width 1 0 4 0 _*(16)EXTENSION LOADS: *Ext Dead Collat Live Windl_Coeff Wind2 Coeff Facia Wind *Id psf psf psf Left Right Left Right Left Right *(17)BASIC LOADS: * Basic Wind Se is Weak Axis Force * Dead Live Snow Collateral Wind Load Load LCol RCol * psf psf psf psf psf Ratio k _ _ 2.20 20.00 20.00 0.00 17.37 1.00 0.4 0.00 0.00 *(18)WIND COEFFICIENTS: * Surf --Wind-1--- --Wind-2--- Surface 3/22/00 RfDes-2.out Page 3 * Id Left Right Left Right Friction 1 0.80 -0.50 0.80 -0.50 0.00 2 -0..70 -0.70 -0.70 -0.70 0.00 3 -0.70 -0.70 -0.70 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 0.00 *(19)DESIGN LOADS: (Max: 34 design loads) * *(20)AUXILARY LOADS: (Max: 20 loads) *No. Aux Aux No. _Add Add -Comb *Aux Id Name Loads Id Coeff 0 *(21)ADDITIONAL LOADS: (Max: 40 loads) (F -k , W-k/ft, Dx,Dy,Dl-ft) *No. Add Surf Basic Load -------------- ------Load_ Coefficients ------------------- *Des Load *Add Id Id Type Type W1 Live/ Live ---Wind 1-- ---Wind 2 -- *(22)FLOOR BEAMS: *No. Id Dead Collat Snow Right Left Right Left Right Seis 19 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 3 1.00 0..00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 4 1.00 1.00 1.00 0.00 0.50 .0.00 .0.00 0.00 0.00 5 1.00 1.00 1.00 0.00 0.00 0.5.0 0.00 0.00 0:00 6 1.00 0.00 0.50 0.00 1.00 0.00. 0.00 0.00 0.00 7 1.00 0.00 0.50 0.00 0.00 1.00 0.00 0.00 0.00 8 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 10 1.00 1.00 1.00 0.00 0.00 0.00 0.50 0.00 0.00 11 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.50 0.00 12 1.00 0.00 0.50 0.00 0.00 0.00 1.00 0.00 0.00 13 1.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 14 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 15 1..00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 18 1.00 1.00 1.00 -0.50 0.00 0.00 0.00 0.00 0.00 19 1.00 1.00 0.50 0.50 0.00 0.00 0.00 0.00 0.00 *(20)AUXILARY LOADS: (Max: 20 loads) *No. Aux Aux No. _Add Add -Comb *Aux Id Name Loads Id Coeff 0 *(21)ADDITIONAL LOADS: (Max: 40 loads) (F -k , W-k/ft, Dx,Dy,Dl-ft) *No. Add Surf Basic Load Fx Fy M Dx *Add Id Id Type Type W1 W2 Co Dll 0 *(22)FLOOR BEAMS: * Bay No. Beam Beam Con_Type ConBeam Properties * Id Beam Id Ht Lt Rt _Loc Lt Rt Area Ixx 1 0 *(23)CABLES: * Bay No. ,* Id Cable 1 0 Cable Cable Cable Cable Id Level Type Area Aux Load Id Coeff 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 Dy -Conc D12 -Dist W23851 Base Plate and Anchor Bolt Design 3/22/ 0 11:01am Bolt Type = A307 3/22/00 RfDes-2.out . Page 4 W23851 Bolted -End -Plate Design 3/22/ 0 11:01am Bolt Type = A325 Splice Member -Plate(in)-- Tens Load(k ,f -k )------Bolt(in) Id ------ Typ Loc. ------ Weak, Thick ----- Loc. ------ Column Max_Reactions(k ) Axis --- Plate _Size,(in)--- -=--Bolts(in) ---- Loc. ------ Comp ----- Tens Shear ----- ----- Tens ---=- Width Length Thick ----- ----------- Row Diam Gage Left 4.7. -3.1' -2.9 0.0 8.0 10.00 0.375 ----- ----- ---- 1 0.750 3.00 Right 4.7 -3.1 2.9 0.0 8.0 10.00 0.375 1 0.750* 3.00 W23851 Bolted -End -Plate Design 3/22/ 0 11:01am Bolt Type = A325 Splice Member -Plate(in)-- Tens Load(k ,f -k )------Bolt(in) Id ------ Typ Loc. ------ Width ----- Thick ----- Loc. ------ Id Shr --- Mom ---- Row Diam Space Gage 1 VEE 1- 2 8.0 0.500 Top: 13 2 16 --- - 2 ----- 0.750 ----- 3.00 ----- 3.00 0.250 37.7 67.6 0.56 Bot: 2 -3 19 2 0.750 3.00 3.00 2 -EE 2- 3 5.0 0.500 Top: 3 2 3 2 0.750 3.00 3.00 Bot: 1 0 8 2 0.750 3.00 3.00 3 VEE 3- 4 8.0 0.500 Top: 6 -2 16 2 0.750 3.00 3.00 Bot: 9 3 19 2 0.750 3.00 3.00 Weld Reqd 0.188F 0.188F 0.188F 0.18.8F 0.188F 0.188F W23851 Stiffener -------------------------------------------------------- Report ------------------- 3/22/ 0 11:01am Stiff Stiff Stiff Force Force Force Loc No. Width Thick Calc. Allow Ratio Col 1 1 3.91 0.250 37.7 67.6 0.56 Col 2 1 3.91 0.250 37.7 67.6 0.56 W23851 Flange Brace Report 3/22/ 0 11:01am Surf No. Id Brace Flange Braces ---- ----- ------------- 1 0 2 2 Loc 1 2 Sides: 2 2 Part : FB FB Force: 0.09 0.07 3 2 Loc 1 2 Sides: 2 2 Part : FB FB Force: 0.07 0.09 3/22/00 4 0 RfDes-2.out Page 5 W23851 Weld Report: Web To Flange 3/22/ 0 11:01am -Weld-Provided- ---- Max WeldProvided- ----Max Weld Shear----- One Side Of Web Member Segment Section Load Shear Size Shear Id ------ Id ------- Id ------- Id ------ (k/in ) (in) Win ) 1 1 1 2 ------- 0.38 ----- 0.125 ------- 2.48 2 2 5 1 0.41 '0.125 1.86 3 3 10 1 0.41 0.125 1.86' 4 4 14 9 0.38 0.125 2.48 W23851 Special Segment Report 3/22/ 0 11:01am --------------------------------------------- SEGMENT SIZE AT LEFT COLUMN: ----------------------------- Web Thick= 0.179 ( 0.112) Flange Width= 5.000 ( 8.000) Flange Thick= 0.188 ( 0.188) SEGMENT SIZE AT RIGHT COLUMN: ----------------------------- Web Thick= 0.179 ( 0.112) Flange Width= 5.000 ( 8.000) Flange Thick= 0.188 ( 0.188) ---------------- W23851 Design Summary Report 3/22/ 0 11:01am MEMBERS: Mem Segj Flange JWeb Depthl Id Id I Len WidjStrt Endl 1 1 13.5 8.0 9.0 9.0 2 2 8.8 5.0 8.0 8.0 3 3 8.8 5.0 8.0 8.0 4 4 13.5 8.0 9.0 9.0 LOAD COMBINATIONS: 1 - DL+CO+LL 2.- DL+WL1 3 - DL+WRl 6 - DL+LL/2+WL1 Plate_ Thickness I Max_UCV I Max UCO I Max_UCI Web 0-flg I-flglId Ld UcvjId Ld UcojId Ld Uci 0.112 0.188 0.188 1 2 0.22 4 2 0.85 4 13 0.74 0.112 0.188 0.188 5 1 0.29 5 2 0.95 5 2 0.87 0.112 0.188 0.188 10 1 0.29 10 3 0.95 10 3 0.87 0.112 0.188 0.188 14 3 0.22 11 3 0.85 11 6 0.74 3/22/00 13 - DL+LL/2+WR2 WEIGHTS: RfDes-2.out Member - 1 2 3 4 ---------- ---- ---- ---- ---- Weight (lb) 187 83 83 187 Total Weight (lb) : Frame Members = Interior Col. = Conn. Plates = Base Plates = Trans Stiff = REACTIONS: (Sidewall-Columns) Load Id 1 2 3 4 5 6 7 8 9 .10 11 12 13 14 15 16 17 18 19 ----- Left _Column ------ Fx(k ) Fy(k ) M(f-k ) 0.77 4.71 0.00 -3.82 -4.16 0.00 2.50 0.72 0.00 -1.18 2.28 0.00 1.98 4.72 0.00 -3.48 -2.16 0.00 2.84 2.72 0.00 -3.82 -4.16 0.00 2.50 0.72 0.00 -1:18 2.28 0.00 1.98 4.72 0.00 -3.48 -2:16 0.00 2.84 2.72 0.00 -0.31 0.13 0.00 0.49 1.29 0.00 -0.40 -0.58 0.00 0.40 .0.58 0.00 0.60 4.25 0.00 0.60 3.17 0.00 DEFLECTIONS : (in) 539 0 85 .17 0 641 ----- Right_Column----- Fx(k ) Fy(k ) M(f-k ) -0.77 Lateral Defl 0.00 Load @ Top Of Col Vert Defl Id Left Right @ Midspan 1 -0.03 0.03 -0.35 2 2.61 2.58 0.16 3 -2.58 -2:61 0.16 4 1.28 1.32 -0.24 5 -1.32 -1.28 -0.24 6 2.59 2.59 0.01 7 -2.59 -2.59 0.01 539 0 85 .17 0 641 ----- Right_Column----- Fx(k ) Fy(k ) M(f-k ) -0.77 4.71 0.00 -2.50 0.72 0.00 3.82 -4.16 0.00 -1.98 4.72 0.00 1.18 2.28 0.00 -2.84 2.72 0.00 3.48 -2.16 0.00 -2.50 0.72 0.00 3.82 -4.16 0.00 -1.98 4.72 0.00 1.18 2.28 0.00 -2.84 2.72 0.00 3.48 -2.16 0.00 -0.49 1.29 0.00 0.31 0.13 0.00 -0.40 0.58 0.00 0.40 -0.58 0.00 -0.60 3.17 0.00 -0.60 4.25 0.00 Page 6 3/22/00 RfDes-2.out Page 7 8 2.61 2.58 0.16 9 -2.58 -2.61 0.16 10 1.28 1.32 -0.24 11 -1.32 -1.28 -0.24 12 2.59 2.59 0.01 13 -2.59 -2.59 0.01 14 0.56 0.56 -0.04 15 -0.56 -0.56 -0.04 16 0.56 0.56 0.00 17 -0.56 -0.56 0.00 18 0.04 0.09 -0.27 19 -0.09 -0.04 -0.27 DEFLECTIONS LIMIT: Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 1 5968 5968 692 2 62 62 1456 3 62 62 1456 4 126 123 984 5 123 126 984 6 62 62 20507 7 62 62 20506 8 62 62 1456 9 62 62 1456 10 126 123 984 11 123 126 984 12 62 62 20507 13 62 62 20506 14 289 286 5963 15 286 289 5963 16 288 288 99999 17 288 288 99999 18 3783 1903 889 19 1903 3783 889 •Max Live Vertical = -0.31, Span/Deflection = 769 Max Horizontal Drift= 2.61, Eave Height/Drift= 62. ----------------- W23851 Rigid Frame Clearances 3/22/ 0 11:01am VERTICAL CLEARANCE: ------------------ Left Col 154.40 (X= 15.90 Y= 154.40 ) Right Col 154.40 (X= , 224.10', Y= 154.40 ) Midspan 163.07 (X= 120.00 , Y= 163.07 ) a 3/22/00 HORIZONTAL CLEARANCE: -------------------- Left Col Right Col RfDes-2.out 208.20 (X1= 15.90 , X2= Page 8 224.10 .) W23851 Rigid Frame Design Warnings 3/22/ 0 11:01am .. No Warnings Section: PURLINS GIRTS AND PANELS Issued: Subject: "C" SECTION AND "Z" SECTION PROPERTIES 8196 "C" SECTIONS (Dimensions in Inches) SECTION DEPTH FLANGE WIDTH LIP RADI. THKNS. FLAT WIDTH 8C16 8.00 3.00. 0.75 0.1875 0.059 14.62 6.5Z14 6.5 2.50 0.88 0.1875 0.075 12.50 9C16 9.00 3.00 .0.75 0.1875 0.059 15.62 9C14 9.00 3.00 0.75 0.1875 0.075 15.62 9C13 9.00 3.00 0.875 0.1875 0.090 15.76 9C12 9.00 3.00 0.875 0.1875 0.105 15.76 "Z" SECTIONS (Dimensions in Inches) SECTION DEPTH FLANGE WIDTH LIP RADI. THKNS. FLAT WIDTH 6.5Z16 6.5 2.50 0.75 0.1875 0.059 12.50 6.5Z14 6.5 2.50 0.88 0.1875 0.075 12.50 9Z16 9.0 2.75 0.81 0.1875 0.059 15.62 --- 9215 ----- . _..- "-9.0 2.75 0.81 0.1875 0.067 15.62 9Z14 9.0 2.75 0.81' 0.1875 0.075 15.62 9Z13 9.0 2.75 0.81 0.1875 0.090 15.76 a NW METAL euLDNK'P'SYSTEMS Section: PURLINS GIRTS AND PANELS Issued: Subject: SECTION PROPERTIES FOR "C" and "Z" SECTIONS 8/96 SECTION PROPERTIES FOR "C" SECTIONS Sec. Area (full) in' Weighi plf Area (Effect) in' Ix (Deft.) in' Sx (Se) in' Rx in ly in` Sy in' Ry in J in` Ma kip -in Va kip. Cw in" Xo (x) in Ro in Ix Gross in' Sx Gross 8C16 0.8786 2.99 0.7869 8.2240 1.7007 3.0595 1.0353 0.4834 1.0855 0.0010 56.01 2.28 13.58 2.21 3.93 8.69 2.17 8C14' 1:1'1'1'0 `3:78- 11:0404 10:7318 2:3199 3:1080 1:2901• •0:6024 -1-0776 0:0021 76.40 4:71- 16:85 -2:19- -3.95- 10:93• -2.73- 9C16 0.9376 3.19 0.8096 10.8950 1.9056 3.4088 1.0733 0.4892 1.0699 0.0011 62.76 2.02 17.57 2.10 4.14 11.44 2.54 9C14 1.1860 4.03 1.1154 14.1116 2.7352 3.4494 1.3375 0.6097 1.0619 0.0022 90.08 4.16 21.83 2.08 4.17 14.40 3.20 9C13 1.3613 4.63 1.2882 16.5063 3.2037 3.4822 1.5937 0.7379 1.0820 0.0033 105.51 6.06 26.70 2.16 4.24 16.50 3.67 [9C12 1.6714 5.68 1.6329 20.1362 4.2603 3.4710 1.9215 0.8899 1.0722 0.0061 140.31 11.49 32.06 2.14 4.22 120.13 4.47 Sf = Elastic Section Modules of Full Unreduced Section E = 29 500 ksi R = d72 = Sy (Gross) G = 11 300 ksi Se = Sc = Elastic Section Modules of Effective Section Fy = 55 ksi SECTION PROPERTIES FOR "Z" SECTIONS Sec. Area (full) int Weight plf Area (Effect) in2 Ix in4 Sx in3 Rx in ly in4 Sy 03 Ry in J in4 Ma kip -in Va kip. Cw in6 Ro in 6.5Z16 0.7391 2.51 0.6865 4.8645 1.2553 2.5655 1.1654 0.4775 1.25571 0.0009 41.34 2.85 7.57 2.86 6.5Z14 0.9582 3.26 0.9059 6.3385 1.7133 2.5720 1.6658 0.6765 1.3185 0.0018 56.43 5.90 10.63 2.89 9Z16 0.9231 3.14 0.8008 11.0077 1.8826 3.4531 1.5477 0.5752 1.2948 0.0011 62.00 2.02 20.76 3.69 9Z15 1.0546 3.59 10.9654 12.6690 2.3198 3.4660 1.7942 0.6605 1.3043 0.0016) 76.40 3.00 23.40 3.70 9Z14 1.1727 3.99 1.1028 14.1230 2.6905 3.4703 1.9800 0.7299 1.2994 0.0022 88.61 4.16 25.79 3.70 9Z13 1.4164 4.82 1.3500 17.0462 3.3590 3.4691 2.3538 0.8703 1.2891 0.0039 110.62 7.45 30.58 3.70 liv- METAL BLKDM SYSTEMS Section: PURLINS GIRTS AND PANELS Issued: Subject: PANEL SECTION PROPERTIES (HI -RIB PANEL) 8/96 11197 9198 PANEL SECTION PROPERTIES (HI -RIB PANEL) Panel Gauge Thick in. Girth in. Weight psf Panel Top in Compression Panel Bottom in Compression Ix SX Ma Ix Si Ma. in4/ft. in3lft. in-kip/ft. 'in4/ft. in3/ft: in-kip/ft. 29 0.015 41.56 0.7535 0.0361 0.0319 1.15 0.0307 0.0457 1.64 26 0.018 43.00 0.85 0.0450 0.0435 1.55 0.0392 0.0632 2.27 26 0.019 41.56 0.9450 0.0478 0.0469 1.68 0.0422 0.0696 2.50 24 0.024 41.56 1.1774 0.0636 0.0626 2.25 0.0573 0.1049 3.77 1. Section properties have been calculated in accordance with 1986 AISI Specifications. 2. Minimum yield stress of steel is 80 ksi. 3. Sx and Ma are for stress determination. 4. Ix is for deflection determination. 29 gauge allow. int. bearing @ 3" _' end bearing @ 2" = Int. bearing @ 3"✓= 0.267 kip/ft _end bearing @ 22" = 0:107 kip/ft 26 gauge allow. int. bearing @3" = 0.306 kip/ft. end bearing @ 2" = 0.118 kip/ft. 24 gauge allow. int. bearing @ 3" = 0.501 kip/ft. end bearing @ 2" = 0.174 kip/ft. R/t exceeds 7.0 (AISI Section 03.4) MAL BULDING SYS -1 Section: PURLINS GIRTS AND PANELS Issued: Subject: MAXIMUM ALLOWABLE SPANS IN FEET (HI -RIB PANEL) 8/96 9/98 MAXIMUM ALLOWABLE SPANS IN FEET (HI -RIB PANEL) Span Condition. Gauge 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 29 5.4' 5.0' 4.7• 4.5' 4.3' 4.1 3.9' Simple Span 6.0' .5.6' 5.2' 5.0' 4.7' 4.6' •4.4' 8.5 7.6 7.0 6.5 6.0 5.7 5.4 26 5.6• 5.2' 4.9' ,4.6' 4.4• 4.3' 4.1• _. _..___ __._.__ _ _. _.(0:018)••W - .__ 6.4'. _ __. 6.0' 5.6• -__..8:3.._,_._..._ 5.4'5.1' � 4.9' ._....6.8 _.._.__..._.. 4.7' . 10.2 9.1'...._.._.. 7.7._......... 72._.r.._ 6:4-��.�. 26 5.9' 5.4• 5.1• 4.9' 4.6' 4.5' 4.3' 6.4' 6.0• 5.6• 5.4' 5.1' 4.9' 4.7' 10.5 9.4 8.6 8.0 7.5 7.0 6.7 24 6.6• 6.1' 5.7' 5.4' 5.2' 5.0' 4.8' 7.2' 6.7• 6.3' 6.0' 5.7' 5.5' 5.3' 12.9 11.6 10.6 9.8 9.2 8.6 8.2 29 7.3' 6.6 6.0 5.6 5.2 4.9 4.7 8.0' 7.4' 7.0 6.5 6.0 5.7 5.4 7.1 6.4 5.8 5.4 5.0 4.8 4.5 26 7.9' 7.2- 7.2' 6.7' 6.3• 6.0' 5.7 5.5 Two Spans. 8.6• 8.01 7.6' 7.1 6.7' 6.4' 6.1• 8.3 7.4 6.7 6.3 5.8 5.5 5.2 26 8.0' 7.4' 7.0' 6.6' 6.3• 6.1 5.8 8.8' 8.2' 7.7' 7.3' 7.0' 6.7' 6.5' 8.7 7.7 7.1 6.5 6.1 5.8 5.5 24 8.2' 7.7 7.3 7.0' 6.7' 6.5' 9.7' 9.0' 8.5' 8.0' 7.7' 7.4• 7.1' 10.0 8.9 8.2 7:6 7.1 6.7 6.3 Three or more 29 6.8' 6.4' 6.0' 5.7' 5.4' 5.2' 5.0 7.5' 7.0' 6.6' 6.3' 6.0' 5.8' 5.6' Spans 7.7 6.9 6.3 5.8 5.5 5.1 4.9 267.4• 6.9• 6.4' 6.1' 5.9' 5.6' 5.4' (0.018) 8.1• 7.6' 7.1' 6.8' 6.4' 6.2' 6.0' 8.9 8.0 7.3 6.7 6.3 5.9 5.6 26 7.5• 7.0• 6.0"' 6.2' 6.0' 5.7' 5.5' 8.3' 7.7' 7.2' 6.9• 6.6• 6.3' 6.1' 9.3 8.4 7.6 7.1 6.6 6.2 5.9 24_._.__.__ 8'3• 7. i' 7.2' 6.9• 6.9' 6.3' 6.1- .1•9.7 _ _._. 9.7 8.8 8.2 8.2 7.2 6.8 1. Top values are based on live loads. Middle values are based on wid. Bottom values are based on wind uplift. 2. Above loads are limited by, and meet or exceed deflection ration of U180 of span. 3. Allowable loads for wind have been increased by 33percent. 4. Values for 3 or more spans are calculated using 4 span condition. 5. These load capacities are for the panel itself. Frames, purlins, clips, fasteners, and all supports must be designed to resist all loads imposed by the panel. 6. For full panel capacity, (especially on short. spans), bearing must be checked using actual loads and bearing lengths. 7. • Indicates load controlled by deflection limitation of 1/180 span. • ��® WE"M�s6.M.INC. ANAL BUILDING SYSTEMS Section: PURLINS GIRTS AND PANELS Issued., Subject: MAXIMUM ALLOWABLE UNIFORM LOADS IN PSF 8/96 11/97 9/98 MAXIMUM ALLOWABLE UNIFORM LOADS IN PSF (HI -RIB PANEL) Span Gauge 4'-0" 4'-6" 5=0" 5'-6" 6'-0" 6'-6" 7"-0" 7'-6" Condition 29 48 35' 26' 19' - - - - - Simple 64 47- 34 26' - - - - - Span 91 72 58 48 41 35 30 26 - 26 63' 45' 33' 25' 19' - - - - (0.018) 82' 59' 42 32' 24' - - - - 10080 66' 56 48 41 36 32 102. v 26 66' 47' 34' 26' 20' 88' 62' 45 34' 26' 139 110 89 73' 62 53 45 40 35 24 88' 62' 45' 34' 26' 21' 118• 83' 60 45' 35' - 209 166 134 111 93 79 1 68 60 52 29 68 54 44 36 30 26 22 - - Two 91 72 58 48 41 35 30 24' - Spans 64 50 41 34 28 - - - - 26 100 79 64 52 43 35' 29' 23' 19' (0.018) 126 100 80 66 55 45• 37' 31' 25' 84 66 59 44 37 32 28 25 - 26 104 82 67 55 46 37' 30' 24' 20' 139 110 89 73 62 50' 40' 32' 27' 93 74 60 49 41 35 30 27 - 24 157 124 101 82' 63' 50' 40' 32' 27' 209 166 134 109' 84' 66' 53' 43' 35' 125 99 80 66 56 47 1 41 36 31 Three or 78 61 50 39' 30' 23' 19' - - More 29 103 82 _ 66 52' 40' 31' 25' - - Spans 75 59 48 39 33 28 - - - 26 106 83 65' 49' 38' 30' 24' 18' - (0.018) 136 107 U. 64' 50• 40' 32' 25' - 98 77 1 63 52 1 44 38 33 29 25 ....... _.._._ ._.... ,-26__..._.. 113 ------- ..- ..90 _770 .—_..5.1:. -.__ .. 39' -- -_ _3151 119 68' 53'41' 33' 27' - 109 86 58 48 41 36 31 27 24 152 120 91' 0'8' 52' 41' 33' 27' 22' 202 160 121' 91' 70' 55' 44' 36' 29' 146 115 93 77 65 55 48 41 36 1. Top values are based on live loads. Middle values are based on wind. Bottom values are based on wind uplitt. • 2. Above loads are limited by, and meet or exceed deflection ratio of L/1 80 of span. 3. Allowable loads for wind have been increased by 33 percent 4. Values for 3 or more spans are calculated using 4 span condition 5. These load capacities are for the panel itself. Frames, purlins, clips, fasteners and all supports must be designed to resist all loads imposed by the panel. 6. For full panel capacity, (especially on short spans), bearing must be checked using actual loads and bearing lengths. 7. ' Indicates load controlled by deflection limitation of 11180 of span. Section: PURLINS GIRTS AND PANELS Issued. Subject PANEL SECTION PROPERTIES (ARCHITECTURAL PANEL) 8196 PANEL SECTION PROPERTIES (ARCHITECTURAL PANEL) Panel Thick Girth Weight Panel Top in Compression Panel Bottom in Compression Ix in4/Ft. SX in/3Ft. Mx in-kip/Ft. Ix in4/Ft. SX in/3Ft. Mx in-kip/Ft. Gauge In. In. psf 29 0.015 41.56 0.72 0.0224 0.0451 1.62 0.0199 0.0279 1.00 -26---.-0.Q18- 43.00 y 0 86_ 0.00269 0.05474 1.97 0.0359_ 1.25 _ _ 0.0284 0.0569 2.04 _0.0248 0.0265 0.0374 1.34' y 26 0.019 41.56 0.91 24 0.024 41.56 1.15 0.0359 0.0715 2.57 0.0349 0.0500 1.80 1. Section properties have been calculated in accordance with 1986 AISI Specifications. 2. Minimum yield stress of steel is 80 ksi. 3. Sx and Ma are for stress determination. 4. Ix is for deflection determination. 29 gauge allow. int. bearing @ 3" _ " end bearing @ 2" _ 26 gauge (0:018) int. bearing @ 3" _ .289 kip/ft end bearing @ 2" = 0.116 kip/ft 26 gauge allow. int. bearing @3" = 0.330 kip/ft. end bearing .@ 2" = 0.128 kip/ft. 3"_= -0.536 -kip :_----.-...--_-end-bearing.-@ 2» ' RA exceeds 7.0 (AISI Section C 3.4) r Q METAL SULDMIG 'SYSTEM Section: PURLINS GIRTS AND PANELS Issued: Subject: - MAXIMUM ALLOWABLE SPANS IN FEET (ARCHITECTURAL 8/96 11/97 9/98 PANEL) MAXIMUM ALLOWABLE SPANS IN FEET (ARCHITECTURAL PANEL) Span Condition Gauge 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 4.6' 4.3' 4.1• 3.8' 3.7' 3.5' 3.4' 29 5.1' 4.7' . 4.5' 4.2' 4.1' 3.9' 3.8' 6.7 6.0 5.4 5.0 4.7 4.4 4.2 4.9• 4.6' 4.3' 4.1' 3.9' 3.7' 3.6' . r__.. __._.26._____..--4-.8*,-- ___. 5:4-_ ___ ._. 5:0'-...�.__ .,.. _ 4:8..,..__ .__.4.:5._...___.._.,.4.. .._. 3..__ __ 4:2•-_._._._ --•-4:Oa�;e. Simple Span (0.018) 7.5 6.7 6.1 5.6 5.3 5.0 4.7 26 5.0- 4.7' 4.4' 4.2' 4.0' 3.8' 4.0' 5,5' 5.1' 4.8' 4.6' 4.4' 4.2' 4.1' 7.7 6.9 6.3 5.8 5.5 5.2 4.9 24 5.4' 5.0' 4.7 4.5' 4.3' 4.1' 4.0' 6.0' 5.5' 5.2 5.0' 4.7' 4.6' 4.4' 8.9 8.0 7.3 6.8 6.3 1 6.0 5.7 29 5.8 5.2 4.7 4.4 4.1 3.9 3.7 6,7 6.0 5.4 5.0 4.7 4.4 4.2 8.5 7.6 6.9 6.4 6.0 5.7 5.4 26 6.4 5.8 5.3 4.9 4.6 4.3 4.1 (0.018) 7.2* 6.6' 6.0 5.6 5.3 5.0 4.7 Two Spans 9.3 8.3 7.6 7.0 6.6 6.2 5.9 6.7 6.0 5.5 5.1 4.7 4.5 4.2 26 7.4- 6.9' 6.3' 5.8 5.5 5.2 4.9 9.5 8.5 7.8 7.2 6.7 6.4 6.0 7.3' 6.7' 6.3 5.8 5.5 5.2 4.9 24 8.0' 7.4' 7.0' 6.6' 6.3 6.0 5.7 10.7 9.6 8.7 8.1 7.6 7.1 6.8 5.8 5.4' 5.1 4.7 4.4 4.2 3.9 29 6.4' 6.0' 5.0" 5.3' 5.1 4.8 4.6 8.5 7.6 6.9 6.4 6.0 5.7 5.4 26 6.2' 5.7' 5.4' 5.1• 4.8' 4.6 4.4 (0.018) 6.9' 6.4' 6.0 5.7' 5.4' 5.2' 4.9' Three or more 9.5 8.5 7.7 7.2 6.7 6.4 6.0 26 6.3' 5.9' 5. ' 5.2' 5.0' 4.8 4.6 Spans 7.0' 6.5' I 6.1' S.8' S.5' 5.3' 5.1' 9.8 8.8 8.0 7.4 7.0 6.6 6.2 5.27-_ _...5.0'.__ _ 7.5* 7.0' 6.5' 6.2' 6.0' 5.7' 5.5' 11.4 10.2 9.3 8.6 . 8.0 7.5 7.2 1. Top values are based on live loads. Middle values are based o id. ottom values are based on wind uplift. 2. Above loads are limited by, and meet or exceed deflection ration•o 180 of span. _. 3. Allowable loads for wind have been increased by 33percent 4. Values for 3 or more spans are calculated using 4 span condition. 5. These load capacities are for the panel itself. Frames, purlins. Gips, fasteners, and all supports must be designed to resist all loads •, imposed by the panel. 6. For full panel capacity, (especially on short spans), bearing must be checked using actual loads and bearing lengths. 7. • Indicates load controlled by deflection limitation of 1/180 of span. IMFMETAL BLM.DM SYSTEMS Section: PURLINS GIRTS AND PANELS Issued: Subject: MAXIMUM ALLOWABLE UNIFORM LOADS IN PSF (ARCHITECTURAL PANEL) 8/969/98 MAXIMUM ALLOWABLE UNIFORM LOADS IN PSF (ARCHITECTURAL PANEL) . Span Condition Gauge 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" Simple Span 29 74• 98• 46' 62• 31' 41 22' 29- — — — ..23_.____._._.56 36-_.____._ _29�.�.� _ 25 26 90' 57' 38• 26' 19' (0.018) 120' 7 75' 93 41' 70 35• 55 26- 45 37 31 26 93' 59' 39• 28' 20• 125' 78' 53' 37' 27• 132 97 74 59 48 39 33 24 118' 74' 50' 35' 26' — — 158' 99' 66' 47• 34' 26• — 178 131 100 79 64 53 44 Two Spans 29 74 99 54 73 42 56 33 44 27 36 22 29 — 25 160 118 90 71 58 48 40 26 93 68 52 41 34 28 23 (0.018) 124 192 91 141 70 108 55 85 45 69 37 57 31 48 26 gg 73 50 44 36 30 25 132 97 74 59 48 39 33 202 148 1 113 90 73 60 50 24 133 98 75 59 .48 40 33 178 131 100 79 64 53 44 254 187 143 113 91 76 63 Three or More Spans 29 86 115 160 64 85 117 49 65 90 38 51 71 31 41 58 24• 32' 48 — 25' 40 26 108 80 61 48 38• 29'. 22' (0.018) 144 106 81 64 50• 38' 29' 72 — _ 60 50 26 116 85 65 51 40' 30' 23' 154 113 97 69 54' 41' 31' 214 157 121 95 77 64 54 24 156 114 88 69 51' 38' 30' 207 152 117 92 68' 51' 39' 288 211 162 1 128 104 86 72 ., 1. Top values are based on live loans. miaoie values are oasea on win. tjottom values are oasea on wino upon. 2. Above loads are limited by, and meet or exceed deflection ration of V180 of span. 3. Allowable loads for wind have been increased by 33 percent. 4. Values for 3 or more spans. are calculated using 4 span condition. 5. These load capacities are for the panel itself. Frames, purlins, Gips, fasteners, and all supports must be designed to resist all loads imposed by the panel. 6. For full panel capacity, (especially on short spans), bearing must be checked using actual loads and bearing lengths. 7. ' Indicates load controlled by deflection limitation of 0180 of span. .o.- .. Ja Pi : TSBUFTBSTING LABORATORY •,� t e� uNE AV"UF NOF . 1ACxSONVTLLP. RLORTOA �:CS - 4 .�: .. • rYTYa....na'++or Tat GJ.wT.. Tt.a wu.�.a .+. err.<t..u. .� .<J•o.T• Nil . �� +� •.< .Y M.TT ao �• Twt tO.•rawl/N �'�'^ oI GL.aw. T. .wo w*ro.•Lr•o+ ♦ o..T•Tt�awT+•. G9wL:.Y YOw. o. tiT..GT< •.or o. .<a..a•+s (��S•.00 oYa •aJ•o.ra to .aau•m ra.a.+a aw �..TTcw u•.o..�. AREA =CE (3C• i M-4200 Tests -e_e conducted nsi�g the .rlc--Loc Strand Crips, =T:C = 5 scant and rvC eyebolts as sec forth is the above cable cica all c_scad - per Pa.- ac least 100:. of the s,_a. a .aced breaking l=ad assesb? ies prav=c pe. YNWaO d U G —c:: L�t30nz=0AY �cS:t►Fic.; �i Cerci__= PITiS? z i T_ '[vG ` 9 Nc. Z6773 Charles L. Mccre, STATE Of 41C/TGR i -oss brace asse=bl.es fabr:caced in guarantees c::a:_1 ac_ accor'ance v'-cb the above cable 'j l? ceec or exceed c -e spec_`ied a:1_=L= asse=bly b:ea'�'-ng s:_ gig: Fi.O-LOC7" Ca:. No. rJS S-67AND -?er AS-,-,i-A475- Size m OLT Size kaN. Ass- 3LY Breaking Sc ang_b (?Ou—ds) FWC 250- BX 1/4" 1'/280 6,650 FtG+C 312 BA 511690 5/809 1',200 318'1 FSC 3 75 BJH F,:C 437 B.A.7/16" 3/4" 20,300 FwC 500 3A 1/'-- 718" 26,900 Tests -e_e conducted nsi�g the .rlc--Loc Strand Crips, =T:C = 5 scant and rvC eyebolts as sec forth is the above cable cica all c_scad - per Pa.- ac least 100:. of the s,_a. a .aced breaking l=ad assesb? ies prav=c pe. YNWaO d U G —c:: L�t30nz=0AY �cS:t►Fic.; �i Cerci__= PITiS? z i T_ '[vG ` 9 Nc. Z6773 Charles L. Mccre, STATE Of 41C/TGR i -oss brace asse=bl.es fabr:caced in guarantees c::a:_1 ac_ accor'ance v'-cb the above cable 'j l? ceec or exceed c -e spec_`ied a:1_=L= asse=bly b:ea'�'-ng s:_ gig: Owners 1'ermll: Nu. E N E R G Y C E R T 1 r t c A i 1205 French Avenue2 Gridley, Ca. LOCATION DEscRintoN OF INSINATION 1 O N A. P. No. .BOOP Materiel _ Brand Name_ _ Tlticknesil(Inches)� _— Thertuat Restatance (R Value) RIITt:RIbR WALL. " ' Material F1b9r91951_UdLL5 Bran) Name Owens-Ct2rltltt� 1'hermat Reelstance(il Value) R19 Th lcknese(lncllee) 61'1 CRII.INO Batt or Blanket Type lU1a55_.Ual1s. Brand Name__Uwpj.IS_ , )L.t1iJ11] _.1_,jb TII.lckites a(Inchea)_ 12" 'Thermal Resletance(R Value) R38 l.00se Fill Type-__.. _-.------_-._-- Mlllie>tna I'll icknee@(ilie lie e)_ Brand Name-.__ .-- Nwnber of nage__— iii. per hag 1b. Area covered(ft. )_____^— Thermal Reelstance(R Vatue) FI.00R, ELEVATED Material _ Tit icklless Brand Name-___ _. rhermal Resistance(R value)��, pI.00lt, 81AB Thickness (Inches)_ Brand Name 7'Ikermel Reelet:snce(R Value) W/dth(lhchea)_ Foll"TION WALL. MatAci+tl ___ _ Thicknees(inclees)___— Brand Name 'I'Iiermal Resistanee(R Value) I IN[eby eettify. Glut I:he above lunula tion was installed in the above building in aon[oLt1<aencs Wiill the sl:ate of California Energy Reyuiremente. Loerke Insulatimi Co.___ pIRM NAME/OWNER - .Q BIQ TIIRB OF INSTALLATION APPLICATOR 499150 STATE COMRACTOR'S I.ICFH311 N0. October 3, 1990 DATE i Llereby certify the above lneillatlon and all reyul.red items as shown on the Building Department approved plane slid attaclunents Dave been installed As required by the Slate of Callfornis Energy Requirements. All equipment, devices slid matel-lale ere of the gtisltty prescribed or are � •p00lticelly approved by the State of California. FIRM NA UMMER " (Please print) S'rATE CONrRA(:'fOR'3 I.ICP.N3E NO. a BI(INATURE OP QFNERAI. Ct)Ifl'RACTORJOWIFR DATE T1118 CERTIFICATE Pilis'r BE ON FILE WITH THE BIIILDINC DEPARTMENT PRIOR TO FINAL. INSPECTION APPROVAL. Alli) A (;OrY SHAM. BF. 1'l1STED H1.'1'11i11 TILE B111.1.I/IN0. i lunueryy 1984 E T' tk PERMIT NO. — ,M PERMIT EXPIRES E OWNER ALVIN D. RICHINS CONTR. owner ASSESSOR PARCEL 21-31--25 LOCATION 1205 French Ave, ridle 7 • -;V � _ � q- gam ,�.� ��� e-� ;Fl , t a �Temp�Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature Y O,K 0 = Not( - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap:./ /"L" ft. - / /"Nat. of/�, /"L"ft./ /"LPG 7. Utility Clearance Card -131 Date Card -131 Date - Card -B1 Date Card -131 Date Date MOBILEHOME INSTALLATION (Plans) OK except #'s MISCELLANEOUS Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning.Requirements-Setbacks-Easements 1 2. Footings; Soils-Size-Depth-Spacing-Congectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms-Rftrs.-Con nec.-' Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Elec. . 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 1. Zoning Requirements -Setbacks -Easements Card -61 Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -61 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s ' 5. Drain; MH Test -Fall -Flex Connector " ' 1 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector " ' 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - 8. Gas and Electricity Tagged , Dead Men -Lining 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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. Card -131 Date Card -61 Date - Boxes-Enclosures-Panel boards- Ins. to Main in Conduit Card -131 Date Card -131 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -131 Date Card -B1 Date Card -131 Date i = OK 0 = NotOK RRESIDENTIAL (Single and Duplex) - =Not Applicable = Not Ready Date UND RFLOOR (Plans) OK except #'s o g -Setbacks; -Ease ents-Flood-Slope tg. ain; So t -Ele ft -/ g., Garage; Soils -Steel -f Ftg. Dept 4. F g., Porches & Decks; Soils -Steel-/ /" PT'Sternwalls, Main; Steel- Bloc kouts-Wrappe S emwalls, Garage; Steel- Blockouts-Wrap 7. Slab; Steel -Wrapped 13,'2.W.V., Fa4Jittings-Test-2 way C/O -Sewer Test 'TU. Gas Pipe; ize-Anchors Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground 13.,Plenums & Ducts; Clearance-Material-Supprt-Ins. 4. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -B1 Date _ (-8 and -131 C Date Card -B1 ('.kJ Date,(./*- Card -81 Date Date PLUMBING (Permit) OK except #'s 1*.-Wfftg_Pt<Vent-Access-Combustion Air -Baffle ater ipe; Test & Anchors -Nail Protection V.; Test-Fttngs & Anchors -Nail Protection Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, 2nd Floor -Tub Access 1 Gas Pipe: Size & Anchors Card -131 Date Card -131 Date Card -131 Date Card -131 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection g3.E-ec. ceptacles Spacing -Lights & Switches at Doors e Boxe & No. of Conductors -Stapled Installed Close to Edge of Studs & C.J. 26 quip. Ground made up w/Mech. Fasteners -Bond Gas & Water pliance Circuts in Kitchen & Conductor Size/G.F.I. ire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu orrAl irc. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 31. rxw.s Riser Conductors & Ground -Main Disconnect 1—Ee{a' rances Panels-Motors-Mech. Equip. oset Light -Shower Light -Spa Light Smoke Detector Card -B Date -E-O Card -131 Date Card -B1 Date Card -131 Date Date MECHANICAL (Permit) OK except #'s C eructs Insulation & Support 3 ent Fan; Exhaust above insulation 36-C'b_ndtpLsate Drain & Overflow; Size & Grade 3 rnace-Ve ;-Access-Comb. Air -Return Air Vent -115 outlet 3 ccess & Platform if Furnace in Attic Card -B Date QCard-B1 Date Card -131 Date Card -B1 Date Date FRAMING (Plans) OK except #'s 3 i I�per Material & Anchors 48IIs�tuds-Nailing, Spacing & Bracing—Plates-Sound Baring Walls over Girders & Floor Nailing Stop in Walls (rat proof) re,Stops; Furred Ceilings -Stairs -Chases -Tub 44 -'Reader & Beam -Size & Bearing • • - Date FRAMING (Continued) ' gers-Post Caps -Anchors -Connectors oist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 47 pe A Flue -Fireplace Throat Clearance ze & Romex Protection -Draft Stop -Ins. Baffles Wim. Windows or Exiting Doors -Sill Hgt. & Dimensions SQ_egrage Fire Protection Framing 5+. -Property Line Firewall & Openings oors-One 3' -Check Garage 3rd story, 2 exits th-Headrogm-Rise-Run-Landing-Fire Protection ood on Roof Overhang -Attic Vents -Rafter Outriggers -Nailing Veneer - rip Screed -Fd. Vents-Underflr. Access aziNg Area -Glass Protection -Skylights -Plastic 56--64oa4.WWls; Nailing -Bolts 59. Insulation-Wells-Clg. 60. Infiltration -Wal Is-Wndws Card-BDate .S-��Card-B1 Date Card -131 Dat Card -B1 Date Date F!NAL (Plans) OK except #'s qXL Steps -Door & Sidelight Protection -Landings mo etector gzrnace; Vents -Clearance -Comb. Air-Connector- arage; Above Floor-Ducts-Mech. Protection & Bath Fixtures & Tub Access -Spa 6: Trim &'Subpanel; Breaker Sizes -Labels Stairs & Rails ,�8-F++epiace'o Stove; Clearances -Hearth utlets at Wood Panel; Int. & Ext. it Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance c. Outlets & Receptacles at Kit. Counter age Fire Door; Swing -Landing -Closer A.G. muct in Garage -Damper r.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 752D4b., Elec. & Mech. Equip. Listed for Location c. Receptacles in Garage; (G.F.I.)-Romex Protec. 77.oAulation- Foam- Looked in Attic ❑ Yes Rails & Deck Construction -Post Caps dn. Yents & Crawl Hole Door -Dr iood-Earth. rance Looked-underFtoo na es Following instld.; Driv es (0-No—Walks Vl2rYes ^❑ No; Planters ❑..Yes $0140 rown-Finish Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to i Openings. Well; Discon cal, Plumbing 85. ter' ec. n eptacle-Underground Ventila 'on throughout House I ection 8. Corrections from Previous Inpections as Test -Meters Tagged; Gas -Electric r & Sewer Connected -C/O to Grade -HD Approval � kA9 . ergs Compliance Certificate -Other Certificates Roofing Certificate Card -B Date -81 Date Card -B to 1 to Card -B1 Date I C -B1 Date Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE U<<c A/ OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when cormtion of work is completed. If you have any question pertaining to this matter, r need additional explanation, please contact this office immediately Date 2- 5-- �o Inspector p --;•..,.. ..� .;.r.,.or..'�a'C - a,� $TT'��'Di` : *.twcz._t+z++'iev COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 14 ER )r(su ' t 0 ERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, need additional explanation, please contact this office immediately. 1 � 420 c/ / i`�:) I)-, w S 'C c9 f_ 411— P, Date <_7 4 Inspect jr [C.1 _ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE" R OWNER 0 NO A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work Is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. R Inspector �aAD7 Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, O.rov'ille, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE F! 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. Ifju-have any questions pertaining to this matter, or need additional explanation, Please c 1 -this office immediately. .51ac REV 11/81 A COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS .y 4 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 y ,747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE- lele'—)41 OWNER PERMIT NO..' A routine inspection indicates that the following violations of Butte County Ordinances exist at '('d the above address and should be corrected. Please notify this office when correction of work nllt is completed. If yptrhave any questions pertaining to this matter, or need additional explanation, . please cont this office immediately. at Z. 6L tiiT` w, - &g v. . R TO v - _ r fir, s Liv �S t; Date?Inspector � REV 11/91 .;i: . COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT Nb. 7 County Center Drive - Orovllle, Cellfornle 98966 - Telephone: 916/638.7541 ®6 APPLICATION AND PERMIT �-- ASe O 61. RUMEIRR 21-131-25 ZONING A5 .1 BUILDING PERMIY o " ALVIN RICHINS V'"E 846-5095 SO. FT. OCC. BUILDING VALUATION - - OWNE 'S M I INT ADDRESS ,1&7 —hASrM RD�S� GRIDLEY 95948 z CONTR C OR'S N _ OWNER Y� TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee 2 $ 40.25 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1205 FRENCH AVE GRIDLEY Permit fee $ 56.25 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFU Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G W 0.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Installation ❑ OtherU Describe work: 1ST RENEWAL OF BP#2880-90 _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 1.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 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, 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) ❑ 1, 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 ACDNS. (ACC. BLDGS. ,/zQsgft NEW CONSTR.MULTI-OUT LET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES eAL® SALO20@30 FIXED APPLNS• OR EX. Occup. OUTLETS (RESID.) EA.) 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 f Consent 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 FiIingFee 10.00 Heating Cooling Hood 3.00 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 County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and ,.eep harmless the County of Butte againstAL II liabilities, judgments co d expenses which may in any way accrue 4ainst s id County in f this permit. f Date ignot e o plic nt — Wrier Contractor ❑ Agent ❑ An SHA r ' s required or excavations over 5'0" deep�nd rgolition or construct- ion of structures over 3 stories in height. S 7 (� Mobile Home Installation Fee $ Energy Inspection Fee $ R CONST TYPE - TOTAL FEE $ 56.25 CUA- PARK SCHL FLD CU PAR PD j HD. ISSU This rovi- s onspoitit i heresolutions Butte County Code and/oed unaer roplicable to do work in ted above for which f have been paid. DIR. OF PU 1 WORKS By Date Aw PERMIT EXPIRES Date 8-30-92 Receipt No. 739 J 2 V. 010 WHITE-D.P.W., YELLOW-A98(990R, PINK -INSPECTOR. GO ENROD-A I T7 71h �trr'Yl-^wr.'v iq�-Ny';7_,..,�lr'''.-�,..�,�—{`..-y-��"c^..Lw-" .r,�, y:r. +. �.. ,�;•. 5�,.-... %zT , . ixr+-..+ .. . `4 "i." -,f � t`ry..1.I' .. .. -...:, .. .. , -'-'- COUNTY OF BUTTE - DEPARTMENT OF)PUBLIC WORKS - BUILDING DIVISION 1 7 COUNTY CENTER DRIVE - OROVILLE, CALIFO?r\lA 95965 - TELEPHONE: 916/538-7541 PERMIT Aly LICATIDATA SHEET / . OWNER _ / Permit No. a . _.. ✓" �� A. P. No. 2tl— �✓� Proposed Building Use �� Building Inspector Date 3 �� 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 .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation " instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from 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 ... 22. Certificate of Workmans Compensation Insurance .................. - 23. Owner -Builder Verification (Given to owner o, Mail to owner.o) ..... - 24. Recorded copy of Agricultural Acknowledgment Statement 25. ......... Letter of signature authorization .............. +.. 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone' and hold for pickup at office. Deliver w/inspector. Other Copy of plans sent Health Dept. Fire Dept. Other Date By The"following data must be submitted prior to permit issuance: (Circle new item not checked above), 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_maiI—counter by .date Contractor, designer, owner, was advised of above required data by—phone —mai I—counter by date Plans checked Sets of plans on hold in Copy—DPW Date Plans approved by i le ca et p-G—/A' P fol er Date 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 the major labor and mate ials for construction of the proposed property improvement (yes or 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 ' 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 Sign 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. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR,P-ARCEL NUMBER _ _ ZONING 'A-5 BUILDING PERMI OWNER - TELEPHONE 846-5095 S0. FT. OCC.1 BUILDING VAL TION O N R'S A LING ADDRESS 1876 Larkin Rd, Gridley CONTRACTOR'S NAME owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 12.000 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 92.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1205 French Ave, Gridley Permit fee $ 102.50 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF [AXDuplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 on Building sewer 1 5.00 5 00 Mobile Home S G W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit to complete 2273-88 _ Permit Fee $ 77 U9_ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main Service EA. ADD'L 100 AMP 2.50 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. Icense 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. BLOGS. ) 2/20sgft 36 60 NEW CONSTR.MULTI-OUTLET NON•RESIO BRANCH CIRC ITS 2,50 ea POWER APPARATUS a\ SINGLE OUTLET CIR. / Ex. Occu Occup(OUTLETS OR FIXTURES zD eAl930 FIXED Ex. Occup. OUT LETS ( R RESID 1EAJ 2.00 Temporary service 10.00_ Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ 46.60 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. 1771/ 1 � shall not employ any person in any manner so as to become subject 44414 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 attic inst 6.00 Cooling 31 tori 11.00 Hood 3.00 3.00 Ventilation Permit Fee $ 20.00 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 County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to sav emnify nd keep harmless the County of Butte against all liabilities, ' gmen , cost ses which may in any way accrue agains aid unty i c e nting of this permit. f CIO Date Sign rei f plic r wner❑ Contractor ❑ Agent An SHA er it i required for excavations over 5'0" deep and demolition or construct- n of structu s ver 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 214.10 HAz cuA PARK I SCHL I FID I PAR PD HD I ISSU - Th;s permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRE F PUB I ' /?_,t4n /Y . I By - I EXPIRES Date the applicable provi- resolutions to do have been paid. ORKS Date Receipt No. 7e6�1PE WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT ..,.:.,+; JS"�'' iy' �''�"4'Yy<: *exr-,v,,y�� :1.vP}.:...:,f.7:..rY'� �''i���.aF'�.f� w' rt�fl7.e; r:,�'. i• 7c" ,� .. ... COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION f OWNER �iiUU 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 ' PERMIT APPLICATION DATA SHEET Permit No. Bch M4 ,,, Proposed Building Use R Add' • ��'j� � Building Inspector A. P. No. &10 Date 8-/'7"-96 At time of permit application, I, was advised the following data mu6t,,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 ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ................... . ... 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from 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 ... 2. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) .. d .r 24. Recorded copy of Agricultural Acknowledgment Statement ........ 25. Letter of signature authorization ................................... 6-20-910 P7w 26. 27. When ygu issue the permit, process as follows: Mail to owner. Mail to contractor.. �Telephone64-60 VqT and,hold for pickup at 046 office. Deliver w./inspector._ Other Appl•ican Date Copy of Haz-Mat:form sent Health Dept. ° Fire Dept. Air Pollution Date Copy of plans sent_ Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: -! Z5 Contractor, designer, owner, was advised of above required data by -phone _-Mai' counter byS v` dateR-70 TW Contractor, designer, owner, was advised of above required data by -phone -mal l -counter by date Plans checked by Copy -DPW Date Plans approved by Sets of plans on hold in File cabinet AP folder Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSW, PARCEL NUMBER. 2J- /31- ZS_ ZONING /9 PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1 f2 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S M ILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee �c$ $ Penalty $ BUILDINGADDRESSPermit 1 o tee $ /62, 5-6 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 -601 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME 7_7 EL MAP Water piping 5,00 5.6-D Each pas water heater or vent 5,00 USE OF STRUCTURE SFR Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00'J<n Building sewer 5.00 5.6U Mobile Home S I G I W 1 110-00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Vo4 )y ct � �� Perrnit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 8000 AMP V OR ORSLESS 10.00 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 EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.p/ OR ADDNS. ACC. BLDGS. '�ZQSQft O NEW CONSTR ULTI.OUT LET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 1.201150C FIXED Ex. Occup. OUTLETS P(RESIO IKEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Iyirin 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. ❑ 1 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 10.00 Heating Cooling Hood 3,00 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. xThis Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures averr 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE �y TOTAL FEE $2_/—i: /G HAz I CUA I PARK I SCHL I cLo I PAR Po I Ho ISSUE permit is hereby issued under sions or 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. 706 91/ WHITE-O.P.W.. YELLOW -ASSESSOR. PINK-INSPKCTOR. .OLO/MOOD-APPI_I CANT .. ♦ Ni16 4 COUNTY Or 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 the major labor and materials for construction of the proposed property improvement (yes or no) Y,. 2. I (have/have not) signed an application for a building. permit for the proposed ork. 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 Owner Social �SJeecurity Numbbe�r, ` 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'cotnpleted and returned to our office before we are per- mitted to issue the permit. _ - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PER 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541. APPLICAT,10N AND PERMIT ASSESSOR PARCEL NUMBER (0 a _ _ j_ Q 5 ZONING A - S, BUILDING PERMIT OWNER to TELEPHONE yd - Ss Lt SQ. FT. OCC. BUILDING V LUATION / d / 1/1 =� OWNER'S MAILING ADDRESS / Ff 76 Lor s &) r r e 114 CONTRACTOR'S NAME ,-.l P K oo\Aj Al TELEPHONE I CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is yC- Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 076 5- ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 4,7' Energy Plan Checking Fee $ !,i 0 U ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 29.1 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 8,0a 'v q S 7 Yk Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME VIARCEL MAP Water piping 5.00 s, ©n Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 S e� Mobile Home Is 10.00ea TYPE OF WORK New ❑ Addition Remodel ❑ Utilities[] Installation[] Other ❑ Describe work: 1"r{d :'�n><� f"a S, P', Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ m licensed under and Professions Code aand s mylice lions of' cense inD.ful v. l force eof h and u effect _1 cense No. Classification Pr 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 I NEW CONST. ACC. BLDGS. DWELLING OCCUP.Id /s¢sgft OR ADDNS. , NEW CONSTRI.OUTLET 2.50 ea NON-RESID BRANCH CIRC TS SINGLE OUTLETsiness (POWER TUS 6 CIRI EX. Occup(OUTLETS OR FIXTURES aAL030 AL0 30 Ex. OCCup. OUTLETS P(RESID )Ix FIXED APLNS. REAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ y ,� Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. E]I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate f 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. MECHANICAL PERMIT Fi ling Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ / �0 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, an expenses which may in any way accrue against id County sequen a e- of this permit. i Date gnat of ppli t — wner Contractor ❑ Agent ®� An OSHA perm. is r Ired for excavations over 5'0" deep and demolition or construct- ion of structures�olver 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee 10, S Q TOTAL PER IT FEE $ % 11157 o UP. CONST.TYPE JSCHo FLOOD PVL r,D I 1 9UE This permit is hereby Issued under sions of the Butte County Code and/or work indicated above for which 1 E f�OR OF BLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date ?_07 IlVa Receipt No. ac / � WHITE-D.P.W., YELLOW-ASS[SSOR, PINK -INSPECTOR. GOLD IN ROS -APPLICANT TO Buildinq,Department FROM? Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water. Supply -Lie Bold final for: Water Supply Final clearance O.K. for: Water Supply Clearance for bedroom mobile home. 'Other NOTE IVI- S -a -i iitar.:Faini- 5 to COUNTY OF BUTTE - DEPARTMENTOF 'PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLI kAL-IF_QRNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET m Permit No. OWNER %i /Ui /1?iC �/1 iA.) A. P. No.Q'�I; Proposed Building Use rud%f+o/y 7a S F . Building Inspector p- - Date -7 At time of permit plication;-kwas 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. Plans with Energy Design Compliance Statement. —�\,6• dr:dle-j_ School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . , • , • 9. Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from OR()U I L F_ Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner0, Mail to owner _15. Improvements may be required. . . . . . . / • r _ 16. Mobilehome Installation Data. . . . . . Pre-Inspec. request to (Dote) 17. Pre -Inspection for Required. � Building Inspector. 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. Engineered trusses In duplicate (required prior to plan check). 22. When you issue the permit, process as follows: Mail toe�,z°! Mail to contractor. JV Telephone Sr`(6" 5095' and hold for pickup iQ__t?Q office, Deliver w/in�sppector. Other �O��.S�ic�J� /�"d�GS �i� ��l07i COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-5.38-7541 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 the major labor and materials for construction of the proposed property improvement (yes or no) 1. 2. I (have/have not) % signed an application for a building permit j for the proposed wo k. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address t 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 . 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: .c Property.Owner Social Security umber 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. �/—/3/-d3 a?�2 7 3- 'VY h tt�n�'K"�ti+Ga�`''t�'r't�`�'n,��'�'s��I'4_..YF`��`f`^U`�`+T•r..;r ..�x�''.r '-�x�'.ii�`SF,���i�;ptss�"..�v�,�"��f'�''`.�`? s BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM .(One Form per,;Building) A.P. Number6Qj_j3-/-02.5 Building.Department No. School District City Q ,County I Ai Jurisdiction Property Owner ( , ; S Project Location/Address ✓'enc Zile-, {� Subdivision Lot Number Residential Development: Sq. -,'Footage # of Living MHI , AAd ition (Group R) . Units Commercial/Industrial: a New Sq. Footage ...Addition (Including Exterior Roofed Areas) District Id No. t School ,Di strict certifies that. ( plicant Name) (Phone Number) 67 (St eet Address)-," ; (Ci ) (State) (Zip Code) has complied with the requirements of .Resolution No. by the payment of $ ID representing /�./�5 square feet. ts 2 '7 S oo District Representative ate PAID BY CHECK NO. BANK NO PAID BY CASH c white -applicant, yellow -building department, pink -school district SCHOOL . FEE (5/88) i r i t �• _ . i ' { . � � _��� � _ .. �. � i _ ' R � .. i ' { I + � � � , � i -, t ' ' � �� i .� s `• ' ` .. + . .� ': � ` I ,. , + . , � . I + � _ �y � . I i -, t ' y i � .� s � . � . .� ': � ` I ,. , + . , ' _ , f --- I I f �. � .� . .� ` _� w. r. { 1 I � i .� 1 I - .. FOR M 7 ADDITIONS TO RESIDENTIAL BUILDINGS ENERGY SHEET PACKAGE "A" (Additions) Owner Climate Zone Permit # ow7 73—Floor Area SO The following data showing mandatory and required features of Package "A" shall be installed for additions to dwellings. Additions to dwellings include room additions, converting garages and patios to living areas, house moves that add footage and attic,conversions, and any space that is.existing non -conditioned space that is converted to conditioned space. Remodeling of existing conditioned space is not included. ZONE 11 ZONE 16 APPLIES TO NEW AREA' CEILING R-30 \R-1 WALL R-11 FLOOR R-11 SLAB R-7 R-7 GLAZING U-.65 (Dual) U-.65. Dual) SHADING SOUTH - OPTIMUM OVERHANG or— .36 Shading Coefficient WEST. - .36. Shading Coefficient LOOSE FILL INSULATION (Density) INFILTRATION CONTROL (Weatherstrip doors, certified windows, caulking) DUCTS PER UNIFORM MECHANICAL CODE - Ch. 10 LIGHTING KITCHEN & BATH NOT LESS THAN 25 LUMENS/WATT MAXIMUM GLAZING 16% OF -AREA PLUS -REMOVED GLAZING NEW HEATING,.VENTILATING, AIR CONDITIONING AND HOT WATER SYSTEMS IN CONJUNCTION WITH AN ADDITION SHALL BE INSTALLED AS SHOWN ON BACK OF THIS SHEET. OTHER 12/85. 0 ❑ *2 HEATING, VENTILATING, AIR CONDITIONING SYSTEM (A) Heating Central Gas Furnace % (brand and model number) SE Btu/hr (heating capacity) Heat Pump (brand and model number) ACOP Btu/hr (heating capacity at 47°F) Active Solar type (liquid or air) Collector brand and ft model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope Other (describe) (B) Cooling Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) Other (describe) DOMESTIC WATER SYSTEM • (A) Gas Only Gallons (brand and model number) (tank size) Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) Location of Solar Panels Other (Describe) *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature °, elevation ', heating load BTU elevation factor x heating load - maximum outlet capacity gas furnace BTU Cooling: Summer design temperature ", cooling load BTU *2 Submit T.I.P.$.E. chart *or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the equirementso Title 24, Part 2, Chapter 2-53 of the California Administra n Co /1 A� ,� *1CI 0 ❑ *2 HEATING, VENTILATING, AIR CONDITIONING SYSTEM (A) Heating Central Gas Furnace % (brand and model number) SE Btu/hr (heating capacity) Heat Pump (brand and model number) ACOP Btu/hr (heating capacity at 47°F) Active Solar type (liquid or air) Collector brand and ft model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope Other (describe) (B) Cooling Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) Other (describe) DOMESTIC WATER SYSTEM • (A) Gas Only Gallons (brand and model number) (tank size) Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) Location of Solar Panels Other (Describe) *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature °, elevation ', heating load BTU elevation factor x heating load - maximum outlet capacity gas furnace BTU Cooling: Summer design temperature ", cooling load BTU *2 Submit T.I.P.$.E. chart *or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the equirementso Title 24, Part 2, Chapter 2-53 of the California Administra n Co /1 A� ,� w VERS ENGINEERING R.O. Box 532 881 Market Street Yuba City, .CA 95992 (916) 673-2947 NllµT�f� iii slt�El^iCE C�AT� �/� ��, 13Y �•�6LF3E� IPA a�F I ®fr 4 F-LooR Gc '-</ _ . -)OT �RA�M ACCs M:Isc„ C�IL�C� nL LL F P.d—, LL A��1M.� ill. p�F.�I'►,lCa la�Zi�S.•Il�f< = IOno ('4 F G}�I✓CaC ZX Co i�.�R� c. Z��� I I { nii Z&+ -S = Sg3.Pt�F 8771-" �b ►'J/s = 877nAl 139 z...F,.� { I4 -so 124l -7, Co ;nom ��z5'ltiz 4rL= Zz.smo- VZ4p I7 � Zo a Is, 0 ?sr- -16., 0 f`-16►:0 'ps F. 4• IZ h V FI N: rn 39605 e 9lFOF, CA��F�� gG (�SwE Z,cla PFOZ T H(LBERS ENGINEERING P.O. Sox 532 831 Market Street Yuba City, CA 95992 (915 673.2947 HUNTI=R PF—t?IDF—NCE G110 C. DET�RI�11kE� tC Sf�J,I (vf� ZX 8 pFZ g li 1 MAx X _ IZ i L4 V3_I 7x Ivy x 47 (o 74ox ZZ, sx (as. 3 14, o zX t/ => L 1, 7p &'xV6 K I Z y3 _ 13, z i �3�� 2Z.Sx 5Z $y L. +( II..aIazs paC 1= Lo�R .1olsTg c 2N°Flood. �• I aotc 4- 121�,� M4,�c SPAN Fmtz � 8 pF� 2 L s o 1 6x .1 .50:2 ,c 12 DEF WE CTI 12�L� o =7. L 1,7x.1vm,-4�7�G JAZ I K sx �v -- 4 <- zz, ? x SPh,N Folz 22loG Lo = C05P3 PI -r 5EE ZWG (/L so � x.1,4 � 8 X5',3 X IZ P �L�cTlo�l 3G.o,� ZZ, 5,< 53,7-, 1(a,71 Gfl�IrRoip HILBERS ENGINEERIfvuNIJuk:F–f F a5lDEf4c-Z P.O. Box 532 &B9 Market Street YuUA Uty, CA 9590 (996) 673-294 5rAM QEsIC., ` ! SPA p L L I��,c (Io�Ztgo� 1 +' 7-7-0 I y 13,Z�,c C 13t1(.) = 47 Z.211,z Y 2�� 1 484. = 7 ¢7 ? l.F 3-7 SG 5 = 37, 1, I Z z 1 GZ, I 60 ." znx 1 I I EAM c>,'F_P. MA M 20'. D L a w,,n;4 = I1/z. 13,z(I�+1/z- -7Z. + 2ll ZZ7ZPL.F , M :2A loco 8 S 2gGob-,- IZ t lZ¢in3 24oc- 2o4 o°I i n4 p .45F- sl/ex GLt6 2.4 F N/A- STJJ C,4N16X.K s = zz4.s _ I_ ICfl9 r use _56K I ( I/Z I G L b a4 -F— V4 6 HILHERS ENGINEERING P.O. o3ox 532 891 market Street Yuba City, CA 95992 (916) 673-2947 ctrl r�.r l wy .. 23o r 1 Cv.a M-'"-- WJYp d 10,1970�' i, 7x I o�x i sx iz;. . f oR TS: a Eegn bias ND Fes- 747,c. -0'.m 7470f- AR�Gi - . �1s�-- 7, s..� Iocx:) P -011S .I -E, L4P 390 pu < 63ar►I AL�4,2� r'= 747,c 2-o'= 14,940* P/per 4-t�coW j31` L. PAGE 4 -co - aq.E 4K e. PC sT 3'-0 3'.-a .- 4/ 4-� E. S- $QRS w+ . f PERMIT NO. 1931-84B PERMIT EXPIRES �~ OWNER A.D. RICHINS CONTR.. owner ASSESSOR PARCEL 21-131-25 LOCATION 1205 French Ave, Gridley ;w E .� Sl/z• -t Temp. Power Pole Called PI Temp. Elec. S Called PI Temp. Gas Se i Called PC JOB FINALEI Signature :r OK Not OK = Not Applicable MOBILEHOMES Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Local! on-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location--Test-Wrap:/ /"L"ft./ /"Nat.or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors _ 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit. 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date = OK = Not OK = Not Applicable RESIDENTIAL (Single and Duplex) = Not Ready Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49' Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel -B lockouts -Wrapped -S lab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test-Anchors-Regulator-Seryice Test 55. Shear Walls; Nailing -Bolts 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except p's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 57. 58. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth Card -BI Date Card -BI Date 64. Elec. Outlets at Wood Panel; Int. & Ext. 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Date Card -BI Date ELECTRICAL Permit OK except p's 66. Elec. Outlets & Receptacles at Kit. Counter '67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. 71. Plb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 22. Size Boxes & No. of Conductors -Stapled 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72• Insulation -Foam -Looked in Attic E) Yes 73. Guard Rails & Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen &Conductor Size 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral []Yes ❑No 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes []No28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. 80. Water Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. 82. Ventilation throughout House Glass Protection Card B -I Date Card -BI Date Date MECHANICAL (Permit) OK except q's 83. 84. Corrections from Previous Inspections Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. 33. Vent Fan; Exhaust above Insulation Condensate Drain & Overflow; Size & Grade 86• Energy Compliance Certificate -Other Certificates 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date FRAMING Plans OK except q's Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. 43. 44. 45. Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Sh_thnp_.-Rfn_g_._ _ Fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: An entry must be made each time you visit jobsite) COUNTY OF BUTTE - DEPARTMENT OF*PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ._, 2 ZONING BUILDING PERMIT OWNER c 1 T LE ONE SO. FT. OCC. BUILDING VAL ION OWNER'S AILING AD RESS -slt rf CONTRACTOR'S NA E �w n/�/ Y� �C TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER V �\ UNKNOWN Total Valuation $ 4-0 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ d&^00 ARCHITECT OR ENGINEER Yl L- LICENSE NO. Plan Checking Fee $ M, Sp Penalty 11 1 N $ 8o ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee U I $ BUILDING ADDRESS In r TV e PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 .... —71 Water piping 5.00 LOT NO. VISION NAME PARCEL M P Each qas water heater or vent 5,00 Gas piping -system 1 - 5 outlets 5.00 USE OF STRUCTURE SF Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home S G W 10.00e �,� TYPE OF WORK New ❑ Addition Lh Remodel ❑ Util-im4esEl I stat on ❑ Other ❑ Describe work: A�i1MSaU 2 rL Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD•L 100 AMP 2.50 NEW CONST. DWELING OR ADDNS. ACCLBLDGS.CC 2y20sgft NTRACTORS 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 NEW CONSTR. U TI.OUTL T ea E BRANCH NEW PCIRCUITS)S2.50 NEW CONSTR POWER APPARATUS &\ COR NSTR. NON•RESID. SINGLE OUTLET CIR. / Ex. Occu 20@50e p.OUTLDTS OR FIXTURES BAL®30 FIXED APPLNS. OR Ex. OCCUp. OUTLETS (RESID.) EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor 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. j� 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. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 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 agains id County i nsequ ce of the granting of this permit. C� %� , ' Date [� / Signature of Applicant - Owner tC Contractor ❑ Agent ❑ An OSHA permit is required for exc v tions over 5'0" deep and demolition or Construct- ion of structures over 3 stories in he t. Mobile Home Installation Fee $ .5-0n Q, TOTAL PERMI EE 0r^. 70IJP 3 TYP of CO .- rA\JI ST. PAR PD HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR PUBLIC WORKS ^ By Date.:Z �C1J PERMIT EXPIRES Date C Receipt No. Sn WHITE-D.P.W., 4QR, INK -INSPECTOR ENROD-APPLICANT ' i F df }wo r % t LAND OF NATURAL W 1_A.LTH 'AND BEAUTY OFFICE OF THE COUNTY COUNSEL ADMINISTRATION CENTER 25 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3381 TELEPHONE: (916) 534.4621 May 4, 1983 Mr. Alvin D. Richins 1870 Locust Street Gridley, Calif. 95948 Dear Mr. Richins: It has been brought to our attention'by Mr. Jim Glander, Chief Building Inspector for the Butte County Public Works Department,,' that you have remodeled a front porch and installed a factory built chimney on your property located at 1205 French Avenue in -the Gridley area, without obtaining the required permits and inspections. Section 26-1 of the Butte County'Code states that the County has adopted the 1979 Edition of the Uniform Building Code. The Uniform Building Code requires that all persons constructing buildings within the County of Butte, except for agricultural buildings, are required to obtain a permit from the County Building Department. Section 26-6 of the Butte County Code states that: "It shall be unlawful for any person, firm, or corporation to erect, construct, alter, repair, move, remove, improve, convert, demolish or equip any building or structure in the unincorporated areas of the County or to cause the same to be done contrary to or in violation of any of the provisions of this chapter. "The use or occupancy of any building in violation of any of the provisions of this chapter is hereby declared to be a public nuisance and may be abated in a manner provided by law." Section 1-7 of the Butte County Code provides that any violation of any provision of the Code constitutes a misdemeanor; or in the discretion of the District Attorney, be charged as an infraction. The penalty for a misdemeanor is punishment by a fine not exceeding $500.00 or imprisonment. The punishment for an infraction shall be a fine not to exceed the sum of $500.00. • ���� i �� m,�� ���� ���� �o �� `'��?� i `9 p1i �� �®•� ��� �'o d �i 0 R r ., , : �► '.County Counsel Department of,Public'Works" + Building Permit - AP 21-13125 May 2, 1983 With reference to the above subject, attached are copies of correspondence sent to Alvin Richins about a remodeled front porch and a factory built chimney installed without permits, inspect -ions -and 'a'pproval's from this office. To, date', we have no permit. 'Would-•you,please send him the normal letter about obtaining permits. Should you have any questions concerning this, please'contact me. - Clay'Castleberry Director of Public Works Original signed bY. ' J, F. Glander - , . • JF'. , Glander----..- � JFG:aj _ ,: chief_•Build_ing Inspector ( .... ,. Attachments File No. - BUTTE COUNTY (For Action 1, 2,3) , Public Works De t. -- -- P "(For Information ✓) D irector L. Dep. Dir. Sec. ' Rd. & Br. Mtce. ' Shop & Yards Bldg. Insp. Admin. A •i D&C / Traffic • Const. ' Rd. Des. Br. Des. Sur. & Loc. f Tran sp. Rte,; rf . • Mapping Land! Dev. Ref. Disp. F _ Drng. / S. 1. Sub. & Pcl. Maps = Permits _ CERTIF IED MAIL ,OM1.. •_ • Count LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS 3 CLAY CASTLEBERRY, Director 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Telephone: (916) 534-4541 H. W. McDONALD Deputy Director March .,1,- 93'' a1 ,wo RE: Permits and Inspections 00 toehlit ot"00 (AP NO. 000 tx-'- With reference to the abov&subject, on 'tai t R ` we wrote you a letter requesting that you ,obtain"the required permits and the required inspections from this office for.,the work you Have done as follows: go4adtled f at pouh ef4l lotoilldd iii� sacwvy buge , chimney an, your` 00#tY 100..4 Ot 120 Vfta eh Air aua$ Or ley. Since both permits and inspections are required by both State and County laws, unless you have obtained the required permits and made arrangements for the required inspections within ten (10) days of the date you receive this letter, the matter will—, be referred to the proper authorities for appropriate action., Should you have any questions concerning this matter, please contact us. Yours very truly, Clay Castleberry Director of Public Works 00ginal signed.?by, J. F. Glander J.F. Glander. JFG:dd Chief Building Inspector cc: Building Inspector' ft—OV1116 Assessor UNITED STATES POSTAL SERVICE OFFICIAL RUSINESS Print your name, address, and ZIP Code in the space below. • Complete items 1, 2, and 3 on the reverse. • Attach to front of artioaf space permits, Requested" PENALTY FOR PRIVATE USE TO AVOID PAYMENT OF POSTAGE. $300 TO A 1 � 0 Department of Public Works \ � (Name of Sender) 0A 9 ... _ . f :.... . 11 7 County Center Drive (Street or P.O. Bcoc) Oroville, CA 95965 (City, State, and ZIP Code)+, Attnn: _ Bu ld'ih&,.Depar;bent m !7 m ® SENDER: Complete items 1, 2, and 3. Add Your address in the "RETURN TO" space on revem . 1. The following service is requested (check one.) Show to whom and date delivered ...........—Q Show to whom, date and address of delivery...—a ❑ RESTRICTED DELIVERY Show to whom and date delivercd............ _ 4 ❑ RESTRICTED DELIVERY. Show to whom, date, and addr2s3 of delivery.$_ (CONSULT POSTMASTER FDIC FEES) ARTICLE ADDRESSF13 TO: loin D. Richins 0 Locust Street Gridley, CA 95948 3. ARTICLE DESCRIPTION: REGiSTEREO NO.CERTIFIED NO, INSURED NO. IP337002292 (G:'evays ebtain sign4t,ire of addressee or agant) I have received the article described above. SIGNATURE ❑Addressee 17Authorized agent 4, CATE OF IV, E;; POSTMARK P. DRE/S�S/1Ccrp!ets only if rewast¢d) V 6. ABLE IVE ,[iE }DS `/& CLERK'S fINITIALS 1 *GPO: 1878.300-453 3/29/83 21-131-25 SENTTO 'll v. I - -; •r. •. - - - ` S 11CX POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, SELECTED OPTIONAL SERVICES. (see front) <- - 'CERtI'rIEMAIL FEE, AND CNARGES FOR ANY _ f the address e Of ell portion cery Window a, !d;li�2nd 1. 11 You oresen ehe anict¢ al atpost office ce ticl it thisleas re etreceimarpt ked. hand it to your Twat carrier. (no extra charge) Stick the gummed stub On the tell portion of the address _ -s.�.�.- 2. II-y0U do nor want this receipt postmarked. !h¢ article. tlale, detach and r'lain the receipt, and mail the amc!e. . (-Y•. ; ,_ r • - - stye 01 3.' It You want a return'receipt, write the certified -mail number and your name and address nn a return eansol ends it O are the EIPT CERTIFIED FEE card,Form381 ,to baI and C+.aof aruc eit h Endorse t ort of arlbierRETURN RECI REOUESTEummed ' - permits. O _ _ 1 _• adjacent to the number. 4. II want delivery restricted to the addressee, at to an authorized agent Of the addressee. . ^ 4 you endorse RESTRICTED DELIVERY on the ham n. the article. requested in the appropriate Spaces On the flOm of This r¢cnip!, I! return T S. Enter tees for the services receipt is requested. checY. the applicable b%CI(s in Item I of FN.n .1811. _ ' 6. Save this receipt and present it it You matte inquiry. ,GPG: 1980331-003 2 2 0 SHOW TO WHOM AND �� ..12 rs ll.T"',RECEIPTRTIFIED MAIL: F'UR:CE , NO INSURANCE COVERAGE PROVIDED- ' Q00Q rr �� LNOT FOR INTERNATIONAL MAIL" (See Reverse) ` 00 SENTTO 'll v. I - -; •r. •. - - - -A 1v in .�D . % Rich ins STREET AND NO. <- •430'Locust Street P.O., STATE AND ZIP CODE - `Gridley, CA `95948 ° POSTAGE T • CERTIFIED FEE r I F I ''• ! r RESTRICTED DELIVERY 1 dii Ca . W SHOW TO WHOM AND • rs DATE OELIVERED4 Q00Q 00 i! i r•1 u¢i y ca rn AND ADDRESS OF S a z CL : DELIVERY " SENTTO 'll v. I - -; •r. •. - - - -A 1v in .�D . % Rich ins STREET AND NO. <- •430'Locust Street P.O., STATE AND ZIP CODE - `Gridley, CA `95948 ° POSTAGE T $ CERTIFIED FEE y SPECIAL DELIVERY, ''• s RESTRICTED DELIVERY 1 dii Ca . W SHOW TO WHOM AND g DATE OELIVERED4 SHOW TO WHOM, DATE, f u¢i y ca rn AND ADDRESS OF S a z : DELIVERY " 2 W SHOW TO WHOM AND DATE ws .z o. c DELIVERED WITH RESTRICTED DELIVERY f; _ C, ¢SHOW TO WHOM. DATE AND i ADDRESS OF DELIVERY WITH .r RESTRICTED DELIVERY TOTAL POSTAGE AND FEES: ? S POSTMARK OR DATE - L 3/29/83 21-131-25 1,c -- 1 1 \ -- 1 = atecounty ~LAND OF „NATURAL WEALTH A.ND BEAUTY DEPARTMENT OF PUBLIC WORKS dw� CLAY CASTLEBERRY, Director . .,�: ,:•.,.a, , c 7 COUNTY CENTER -DRIVE, OROVILLE, CALIFORNIA 95965 Teleohone: (916) 534-4541 H. W. McDONALD Deputy Director ` AIVID RE: Building Permit 430 Ulcust Street A.P. # GrIfteys CA 95948 With reference to the above subject, we have been advised by one of.our building inspectors that you have not obtained the required permits and inspections from this office for the work you are doing as follows:- 4e_ ReWftled, ft. pofth a" Install)" e 8,11 oot 0%?w tote, tory built chftnOY 00 YaUV PXoRbirtY loges at 1-205 Fremh Ava , Qrldtay Since permits and inspections are required by both State and County laws,'please contact this office within ten (10) days of the date of this letter, submit two (2) complete sets of plans, apply for the required permits, and pay the appropriate fees .# Jgt&Udl—a._Oem. All work must stop until you obtain these permits and are authorized by our field inspector to proceed. This field authorization cannot be made until the, existing work is inspected and approved. Your cooperation in resolving this matter would certainly b'e appreciated.. Should you have any questions concerning this matter, please contact this office. Yours very truly, Clay Castleberry Director of Public Works CIr'eginal signed by' J. F. Glander J.F. Glander JFG:dd Chief Building Inspector cc: Building Inspector "` �� Address : *. BUTTE COUNTY DEPARTMENT OF PUBLIC -Al O'��� @;ECIAL INSPECTION REPORT S T'9 -Y.J�Yfv— ( 12i Tenant..,( Building Location: 4XI All Type of Inspection requested: 1. Housing J. 1 M, LL 2. Financing ,(�,3. Change of Occupancy to LtT 4. Other (specify) Present use of building: v ' A. Sanitation (Housing) 1. Water closet: - 2. Lavatory: 3. Bathtub or shower: 4. Kitchen sink• 5. Hot and cold water to fixtures: . 6. Heating'facilities:` 7. Natural light and ventilation: 8. Room and space requirements: 9.. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: .11. Connection' -to sewage disposal: 12. Connection to water supply: 13. Rubbish and garbage facilities: 14. .Comments: B. Structural 1. Piers and footings: 2. Floor construction: 3. Wall construction: .4. Ceiling and'roof construction: 5. Fireplaces: 6. Comments: C. Electrical. 1. Service and ground: 2. Receptac- es: ' 3. Fusing: 4. Coments: D. Plumb ing 1. Fiktures connected and vented: 2. Gas water heater: 3. Gas heating vents: 4.. Comments • E. Other 1. Maintenance and repair: 2i- Firehazards:. 3. Safety hazards: 4: WeaV!er protection: 5: Underfloor and attic ventilation: 66'' Caiments: F.- Cmmercial Buildings 1. Roof covering:_ to property lines: 3. Physically handicapped: 4. Rest..6om floors and walls - 5. Exits: b. iniprbvements: 7. Zoning:' 8. Comment ri: G. 'Field ProbleMi-S 6r Violations 1. Problem or vl*o�ion `g! - complete What action taken (give complete-Jescript-Ion): .3. What action recammended: 7-7k.'Info-nuation only Hold for ten (10.) days, then wri-e letter. / / ". write letter. 77 D. Other: *�• COUNTY OF BUTTE. DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751. 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS t A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 019 Inspector Date }` A" is County of Butte DEPARTMENT OF PUBLIC WORKS 695 Oleander Ave., Chico — 343-4211, Ext. 70 7 County Center Dr., Oroville — 534-4541 Skyway and Elliott Rd., Paradise — 877-3435 CORRECTION NOTICE r..... ....... {"�".':....`/ .'`.-,`................................... Building or Property Address A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. W-- . r1 ''............................................................................. �........................................................ .............../ ,.................................................... ........................................................................................................................ .................................................................... /�..........�- ....... .. .... Inspector ...... Do Not Remove This Tag (400-4) BUTTE COUNTY DEPARTMENT OV PUBLIC WORKS VECIAL INSPECTION REPORT 41 j, DS ox, ; owne-__� Address 2t Tenant: Building Location:-' Type of Inspect.icn requested:. I Date of InspIej��h Inspector L1. Hous ig 2,, r,'inan,c ing 3. Change of Occupancy to 4, Other (smc_f-Y) IA�, 'Present use of buil ding: A. Sanita2ion 1. Water closet* 2. Lava-�dry: 3. Bathtub or.shrver: 4. Kitchen sink: 5. Hot and cold W'ater to fixt_ure.s: 6' HeatLng'facilities. 7.Natural light and venftlaticn:, S.'- Room and space requirements: Bedrocn.- window or. door for second exit: 'Inl 10, Infestat4on ll , or rodel.'s., of insects, verr :11, Cornec-tior to, sowage disposal: -z- 12. Connec! ion to wale supply: 13. Rubbish and garbage facilities: 14. Ccr=ients:____ B, S tural 1. Piers- and lootLngs:_. 2. Floor constr"uc.tion:__ 3. Wall construction: 11 4. Ceilin, r - d robt" construction: 5. Fireplaces,.' 6. Ccments:_ C. Electrical 1. se -z -,,ice -i-id ground:___ 2. R6ceptac es: 3. F u s 4- 7 is, .4. D, Plumb �in I FL-ures connected and ve-nted:. 2. Gas 1;ateI7 heAtcr: 3. Gas hila Ting verts: G. Cor-ments: EEOt J 1. • Itaintenance and repair: 2. Fire hazards: 3. Safety hazards: 4. Vleatl!er protection: S. linderfloor and attic. ventilation: 6; Coni ents : F. Commercial Buildings 1. Rcof covering: 2_. Distance to property lines: 3. Physical17 handicaF2ed: 4. Restrom floors anti ::ills: S. Exits: h. kirro-v--ncnts : 7. Zoning: Field Probtems or V_4cla iorAs 1. Problem e viola-tionf� give crn=rpleCe desc:riot i�;.t) 2. What :t_C.ti �:1 td'�:C'.l (give CGTtI�? `tE d script' :_^----•`�j' � 3. What ac -Lion recc*r•.nended: ~ — / A..-Infor:lati%n only -? B. Hold for te:) (10) days, then wri:-u letter. i r^ r1r1.iF ldYtcr< /% D. Other: 44 ep/- X31 --ate ENERGY SHEET FORM FOR ADDITIONS TO RESIDENTIAL BUILDINGS Tr PERMIT N0. /93/-S5� PACKAGE "A" (Additions) INSTALLED NAME A JOB ADDRESS_ TYPE OF WORK RRIC-1 1AIS A91E. 4 zl o C/(//A/4 /t'/ZEA SQUARE FOOTAGE Existing Residence New Addition- New Total The following information -sheet, showing mandatory features and required features of Package "A" must be completed and attached to all plans for additions. to dwellings. Additions to dwellings include room additions,. converting garages and patios to living areas, house moves that add footage and attic conversions, and any space that is ex- isting non -conditioned space that i,s converted to conditioned space. Remodeling of existing conditioned space is not included. ZONE 11 ZONE 12 ZONE 16 APPLIES TO NEW AREA CEILING R-30 - 8 WALL R-11 • XR1 R 9 FLOOR R-11 - 7 GLAZING ,65 .65 .65 SHADING SOUTH - OPTIMUM OVERHANG or .36 S.C, WEST - .36 S.C. LOOSE FILL INSULATION (Density) INFILTRATION CONTROL (Weatherstrip doors, certified windows, caulking) �-- DUCTS PER UMC - Ch. 10 -k LIGHTING KITCHEN & BATH NOT LESS THAN 25 LUMENS/WATT — _ MAXIMUM GLAZING 16% OF AREA PLUS REMOVED GLAZING NEW HVAC AND HOT WATER IN CONJUNCTION WITH AN ADDITION SHALL COMPLY AND FILL OUT DATA ON BACK OF THIS SHEET 7/83 *1 HEATING VENTILATING. AIR CONDITIONING SYSTEM (A) Heating E -X/ ST/AJ f ❑ Central Gas Furnace (brand and model number) SE Btu/hr (heating capacity) ❑ Heat Pump (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar type (liquid or air) Collector brand and. ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope ❑ Other r (describe) *1 (B) Cooling C-Xv i I /�:4 ❑ Electric Air Conditioner . (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) ❑ Electric Heat Pump ' EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) DOMESTIC WATER SYSTEM &KI STI�l�j ❑ (A) Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons 2 (tank size) C3* Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature 30 °, elevation ', heating load BTU • ti elevation factor x heating load = maximum outlet capacity gas furnace BTU ..... I ,.J Cooling: Summer design temperature/ -03-4—., cooling load BTU V *2 Submit T.I.P.S.E. chart'or other approved system (form #5) to document sizing of J� solar panels. J ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration T ~ 1 0 'APPLICANT r Pf<'?iMIT N0. 6546-76B,E PERMIT EXPIRES OWNER Hurbert,Golden CONTR. Burl -E., Woodward, ,G.ridley ., LOCATION (A.P. 21-131-25 ) „y N/S W.Liberty Rd.,app.70'N.of Fremch Eve.,Gridlej Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Te/J�O pGas Serv. ed PG&E FINALE!) „ ...�.�. (Date) (Signature) PLUMBING Footings COUNTY OF'BUTTL —DEPARTMENT OF PUBLIC BUILDING INSPEC11 N RECORD WORKS Masonry Walls BUILDING BUILDING (Cont'd) Rough ' Setback . Firewal,I Soil Piping Forms Parapets 1st Floor Main Bldg., Restroom Finis 2nd Floor Footings Windows '� 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers , Roofing Sewer Garage Fdn. Vents Fixtures , Footings Stemwall Garage Vents Insulation_ . Water Htr. Heaters./OZ Slab, Carport Footings Prov. for physically hand Ica ed Conformance of ex. structure : Ot Appliances, Gas Pi In & Temp. Gas . Slab Final - Sanitation Patio. FIREPLACE Final PLUMBING Footings Footing ELECTRICAL Masonry Walls Throat Rough ' Reinf. Steel Final Fixtures i7 % Bond Beam, FIRE SPR NKLE S Motors Framing ?s2 Test Water Htr. Stucco Final. _ Subpanels, Mesh MECHAN Al_ Grd. Fault Prot., gof Scratch Heating Service.. . Brown , . _ _ Cooling Temp, Pole Finish. .. Of Ducts Underground Interior Lath Ventilation Permanent Door Closer �--�"� Final Final � DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE ~— 'DEPARTMENT OF PUBLIC WORKS 7 County Centefbrive * Oroville, California 95965 Telephone: 534^4541 APPLICATION AND PERMIT Owner !- f- /,) j 5 - Mailing Mailing Address elephone No. Contractor Mailing Address •H O Building Address/ /` i g—,� 0 A. P. No Zoning & Planning S ire Dept. Fire Zone Use Permit EQA I Parking I Parcel Parcel Ma Plan Declaration p 60' R/W Improvements SFS Bld r a Parcel Approval Plans Approval NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Single amily Duplex ❑ Mobil Home ❑ Others ❑ CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of Calif rnia Business & Professions Code under the name stye License No,,() 1 2 9 Classification ❑ I am exempt from the Contractors License Laws of the State of California. WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. �x I certify that in the performance of the work for which this A \ permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned 7property for inspection purposes. X a Date 2_eG• 2=1_2 �. Signature of Permitee or Agent Receipt No. Z White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant _ BUILDING ° SQ. FT. I OCC. BUILDING VALUATION Fireplace Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee ELECTRICAL PERMIT FILING FEE Main service soov OR LESS 100 AMP OR LESS Main service EA. ADD'L 100 AMP Main service OVER soov 100 AMP OR LESS Main service EA. ADD'L 100 AMP NEW CONST. % OR ADDNS. DWELLING S ftg ACC, BLDGS. FSf NEW CONSTR. NON•RESID. (MULTI -OUTLET LET 1 BRANCH CIRCUITS Ex. OCCUp(OUTLETS OR FIXTURE EX. OCCUp ( FIXED APPLNS, OR • OUTLETS (RESID.) EA Temporary service Mobile Home Facilities Misc. Wiring Permit Fee MECHANICAL PERMIT FILING FEE Heatinq Cooling Ventilation Hood Permit Fee FEE $3.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 FEE $3.00 5.00 2.50 25.00 1.00 20sa ft TOTAL PERMIT FEE 1$74, 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. DIREC OR OF PUBLIC WORKS By Date G �� Building permit expires Date BURL E. W O O DWAR D ODERI91iE BUILDING CONTRACTORiJ. CONTRACTOR'S LIC. 205299-B IMPYOVlIIIltITS goo... P. 0. Box 677 - •Gri d1 ey, Cal i forn i a-95948 - (91 6) 846-2607 December -2., 1976 Hubert Golden ' French Avenue .r Gridley,CA-. 95918 Repair Fire Damage to Residence: r� Replace Wall, Replace Brick Chimney metal-bestis pipe Clean up Electrical atTLc area. Paint all interior Paint all new wood New floor covering throughout- C A 6z. p Redesign and replace entire Roof Total Estimate $ 10,377.84 Signed -���--------- Burl E. Woodward, General Building Contractor 0 ' f�'i %e����►I\ �j''11 MI_ Y 2��] N G O H N Co R faT G: O' 674-0663 • Yuba City, Ca. 95991: 753 N. Gen'rge' Washington L'J\!!G SII.SLL Sr Cd S", Ill[ rc.z14VSS r.7 AN AS NOT r79CLOW: N-jo fir m/ y be. ii-W1'Ued-hi -1#Z. D CNS.SILSM SQ.ST:1. DNS. No.L No. I No. 2 CONST. '1.! LDNS.2 !td'S ra rt1t'G. n4 MIMIC. rltl nnI!0.►I0.t noun. rt. DOUO.FIR :OI CIICFD '"; a► "`- : c 3f,' f.1.9" af'_'rn :IS' Ii" :1• '- 71'-.I' ..9 13T17CM CIIO. '.. .If' -8" -Ili' -11.1 . ;11 1�0.. -271 O lt°4f 14 to item-F� It 1 eelfled.) SE'L.STB. - No. 3 lb. s CONS:. - TO 36'-8" - SPACED 2'-0" o. C. Ifni-na HEM -m HsM•Illt IIIA -FIR :1:1'-4" 310-7" ''111-11" 4l02/ 77 777777c 1 d l'Jlr :Iw-0 - :f Y' -;a 'l0'-3" l:1'-fi" e } 338 '.:1111[\fIISS .•111 .�Lv:rl ChAt1( IIF.\fJM...l e. Oil -M414 (1N A. h(11117 N 1 .. G t) Ia:I s: j ING DIAGRAM 3 2 1. AJ tneing, tenporuy :ed pumanent, to /edit LL + DL/Root • 23 pe! l 1 a loulal Lrcn u be dn!� eJ•tnJ pwvlJeJ by othen. DL/Celllna • IOpef d 1 c, 3. Dura aelumter tt lateral beaciad m at acln.um 3'•0' d- e, Top 2•1 OA 0 --ill uld 13'-0' bottom Mold unless ethw4/ IpeclBed. 361-0" clears an 7. 3')0 PoaGei+aat Latual *&c.'aj at duvn*. 2 I "•\ 2500'T e c Off Panel Point SW.!ce r b 2A TC 8-4x4.5 �v1 �E. C FORCE DIAGHA`.l 2x4 TC R-3. W. 5 - 361-811 / I oUNl. a 11-2.4:4.5 - 301-01f. 8C1�L�r(,tr. I� 2xG TC . R -4x4. 5 - . . . `1�" Dep 2x4 TC . A -4x4.5 - 3614" Panel Point Detail /4 R -3.2x4.5 - 28'-0" Splice 117�-� 2x0 TC R -5.6x6 F 1 j✓ �,/ t /20 ` 2x4 TC R -4.8x8 Q.0 12 No Splice e 4 A -1.0x3 2„ NEM -FIR DOUG -FIR EQUAL R -2.4x7.5 - 36'-8" A-2.4 7.5 - 35'-3" R -2:4x6 • 301.419 R-2.40 • 32'- 10" 230 R-2..4x4l.5 - 30'-811 n R -4.8x6 - 301-811 t. Il4�1 ; R -2.4x3.0 • 20'-0" 1/4 32'=0" R-3.2xG - 361-8" 1- �`• - R -4x4.5 - 2G U". R -2.4x6 • 321-81r x."1.. L'4 It -2.4x4.3 20'.011 L/3 ± + Symtittrlcal about Centerllne CAA BMIL TO 3/0" vw T - 36 - 4 33 (4/3) RONEL BARDGRIP CONNECTORS. 5000 Series tl (rndicaled by the prefix P) aro of POSITIONING: Plate% shall be located on both tpcat of Uutt RONEI DAMN? SYSiiiA ' - Oitei I2 / 1 /73 prcno Cuallly galvanized i:hoal t1co1 120 gauge unless othorwNo notod). and shall be placed to that eontorllnot coincide with (olnl _ ' tanlorlinot unlnca olhawilo naiad. A 1us�/l; L CWLV/drY nor:; R -5-25-1 Oct. Be: I.I C1. Oy: � DIGITS INDICATE SIZE OF PLATE IN WCtIES. ttFor Basic Dosinn Voluoe, SEE I.0 6.0.—n.R. 1a07 �� �- '0000 ��.c.�.- � s� y �s s ••e' . /� r/.3' °�'�/t� " ' � ! �w 1 ..•.4,..... .mow+. _ a ,� 1 BUTTE•COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District 1 Building Department No. A.P. Number l 6.� J risdiction: City , County Property Owner�I� Property Location/Address Q/Y��C-71(14'CAA --.11' Subdivision Lot No. ................. ..`.. i....................................................................................., 2 Residential Development Sq. Footage J �. No'of Living Mobile HomeAddition/ 'Supplemental to (Group R) ? 'P Units Installation Convers`i-6n Permit # 's i..................................................�(No foundation inspection): �- Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Repre�eniali a Date _ (Floor Plans reviewed by School District Personnel) r Dist ict,ldirtification No. ' . 7k 1 Ct I! -A n S� I FC. School District certifies that ce_ T(Applicant) ��05 �pocl� QUC (Street Address) (Phone Number) (City) p has cornplied'with the requirements.of Resolution No. representing Square feet. School District Representative l Paid by Check # `— Remarks: y� (Zip Code) by payment of $ ---- AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm No NA 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 r labor and materials for construction of theP P ro osed Property impr ement : YES NO ❑ HAVE Z HAVE NOT ❑ signed an application for a building permit for the ro osed work. P P 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: CITY: CONTRACTOR'S LICENSE NO. 4. I pl to provide portions of this work, but I have hired the following person to coordinate, supervi , and provide the major. work: NAME: ADDRESS: PHONE: 5. I will provide som� the work indicated: NAME CITY: CONTRACTOR'S LICENSE NO. the work but I have contracted (hired) the following persons to provide ADDRESS PHONE TYPE OF WORK DATE.'-./ / ' � 1 -- % 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: O.B.- I 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 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 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. 4rely, C. Vi ira, C.B.O. r, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER 0 0 1 ^Yc VG_�V . F :::70rZ_ v\1 E�cVl N 6 "ecli or, Inc: Building System's (701) '2 52-7380 P.O. Box 110, James,town,'N'D58402-0110 S, OUiTECWnl1 PE-RMlT.DRAwiN..G-S w``°'"G°E°"Rr"`"` AP R(�V FP1 t}} = NOTICE TO BUYER NOTE: THESE PLANS AND. SPECIFICATIONS FOR CONSTRUCTION OF THIS . BUILDING ARE NOT TO BE USED FOR ERECTION PURPOSES. THESE WEDGcoR, INC. ONLY SUPPLIES BUILDING MATERIALS MANUFACTURED BY WEDGCOR, INC. PLANS ARE FOR BUILDING DEPARTMENT PERMIT PURPOSES .ONLY. YOUR DEALER_ -IE INDEPENDENT AND NOT ATHE ANCHOR BOLT PLAN PORTION IS FOR CONSTRUCTION. L - ; ^ . CONTRACTOR �oR=�AGNT OF WEDGCOR; INC. �. -.DINSULATION,ERECTION, OVERHEADOORS, ETC., YOFVDGCOR, INC.ARE NOTTHE RESPONSIBILIT 5 --K" ni ]T - 1IC 3 20'-0" TE O Dia= 3/4" L5 1/2" 2 N O ui 5 1/2 —8" 20'-0" 19'— ANCHOR BOLT PLAN NOTE: All Base Plates ® 100'-0"(U.N.) r SHEETING DESCRIPTION ROOF SHEETING 26 GA. COLOR: GA = GALVALUME WALL SHEETING 26 GA. COLOR: SR STONE BEIGE TRIM COLOR: WH = WHITE pROFESSI L-� WEDGCOR INC. C040154 �` i BUYER: WILLIAMS CONSTRUCTION DRAWN BY: JL EXP. 0 402 CUST : GREG HUNTER 3-24-00 ` U, Us K: 2U.Ux60.004.0 1:12 CHECK BY' LS �C\Q SITE : GRIDLEY, CA 3-24-00 O S(' Al F: NONF ENQ. En': '1 •'UI V v P.O.# : W23851 SHEET NO.: Al OF 3 )ia- 3/4" ,Q ' a. - 3"-j 90 O 0 4., cc 2" 1 1/2- 1 /2"1 1/2"See Plan DETAIL A )ia= 3/4 4 - EW. " EW� '1 1/2" 1 2 1 1/2 - DETAIL /2" DETAIL B iia= 3/4" ,Q of o� e j-6- 90 F co O O 4- V L_ J 1 1/2- 1 2 1 1/2- See Plan DETAIL C lia= 3/4" 1 1/2 - DETAIL /2" DETAIL D Dia= 3/4 - T O 010 1 4" 6 1/2" 1 1 2 1 1/2- See Plan 1 1/2" DETAIL E NOTES FOR REACTIONS 1. All loading conditions are examined and only maximum/minimum H or V and the corresponding H or V are reported. 2. Positive reactions are as shown in the sketch. Foundation loads are in opposite directions. 3. Bracing reactions are in the plane of the brace with the H pointing away from the braced bay. The vertical reaction is downward. 4. Building reactions are based on the following building data: Width (ft) = 20.0 Length ({t) = 60.0 Eave Height (ft) = 14.0/14.0 Roof Slope (rise/12) 1.0/ 10 Dead Load psf ) 222 2 Collateral Load (psf ) = 0.0 Live Load (psf ) = 20.0 Snow Load( sf ) = 20.0 Wind Speed tmph) = 80.0 Wind Code = UBC 97 Exposure = C Closed/Open = C Importance = 1.00 Seismic Coeff = 0.57 Seismic Zone = 4 5. Loading conditions are: 1 DL+CO+LL 2 DL+WL1 3 DL+WR1 4 DL+LL2+WL1 5 DL+WR2 6 DLCO+LL+WL2/2 7 DL+CO+LL+WR2/2 8 DL+LL2+WR2 9 DL+ 1+WS 10 DL+WP 11 DL+LL/2+WL2+WS 12 DL+LL/2+WR2+WS ANCHOR BOLT SUMMARY --Column Reactions (k )-- ---- -----------------Column --------- ----- ----- Total ----- Bend ----- Ont Loc Dia Len Len Pro Vmax (in) (in) (in) (ln� O 10 EW 3/4" 17.50 2.50 2.00 O 12 RF 3/4" 17.50 2.50 2.00 GENERAL NOTES 1. ANCHOR BOLTS AND ANY OTHER ITEMS EMBEDDED IN CONCRETE, INCLUDING ALL MASONARY FASTENERS AND ANCHORS, ARE NOT BY BUILDING MANUFACTURER. 2. FOUNDATION DESIGN OR ANY OTHER CONCRETE DESIGN IS NOT BY BUILDING MANUFACTURER (CONSULT A LOCAL ENGINEER FOR THE DESIGN F FOUNDATION AND CONCRETE WORK). 3. BASE PLATES ARE DESIGNED ASSUMING CONCRETE HAS A MINIMUM STRENGTH OF 2500 psi AT 28 DAYS. 4. BASE PLATE SIZES ARE 3" x 8" UNLESS NOTED. 5. ALL REACTIONS ARE GIVEN IN KIPS (1000 LBS.) MATERIAL SPECIFICATIONS 1. GIRTS, PURLINS, AND EAVE STRUTS: ASTM A570, GRADE 55. 2. 11 GA. AND 7 GA. WEB PLATE: ASTM A570, GRADE 50. 3. .025 AND GREATER WEB PLATE ASTM A572, GRADE 50. 4. BAR STOCK: ASTM A529, GRADE 50. 5. SHEETING: ASTM A446, GRADE "E" 80,000 psi / ASTM A792 GRADE 80 80,000 psi. 6. TRIM: ASTM A446, GRADE "D" 50,000 psi. 7. BRACING: EHS ZINC COATED STEEL WIRE STRAND CONFORMING TO: ASTM A475 -72o 8. ANCHOR BOLT - ASTM A307 OR A36 ROD MATERIAL 9. HIGH STRENGTH BOLTS: ASTM A325 (USED WHERE SPECIFIED ON DRAWINGS). ASTM A325 BOLTS USED ON RIGID FRAME MOMENT CONNECTIONS ARE DESIGNED AS BEARING TYPE CONNECTIONS, AND THREADS ARE INCLUDED IN TW.E SHFAR PI ANF. TURN OF THE NUT METHOD IS TO BE USED IN TIGHTENING THE HIGH STRENGTH MOMENT CONNECTION BOLTS. SPECIAL INSPECTION OF THE TIGHTENING OF THESE BOLTS IS REQUIRED AS SPECIFIED ON BUILDING CODES. CONCRETE LINE 1 1/2" STEEL LINE 1 PROJ SHEETING NOTCH AND ANCHOR BOLT PROJECTI H IV RIGID FRAME: MAXIMUM REACTIONS --Column Reactions (k )-- ---- -----------------Column Reactions (k )------- Frm Col Load Hmax V Load Hmin V Line LineId H Vmax Id H Vmin 1 E 8 1.5 1.5 2 -1.9 -2.0 7 2.0 1 0.3 2.5 2 -1.9 -2.0 1 A 5 1.9 -2.0 4 -1.5 1.5 6 -2.0 1 -0.3 2.5 3 1.9 -2.0 RIGID FRAME: MAXIMUM REACTIONS --Column Reactions (k )-- ---- -----------------Column Reactions (k )------- Frm Col Load Hmax V Load Hmin V Line Line Id H Vmax Id H Vmin 2 • E 8 2.8 2.7 2 -3.8 -4.2 9 • 0.8 7 2.0 4.7 2 -3.8 -4.2 2 • A 5 3.8 -4.2 4 -2.8 2.7 9 0.8 6 -2.0 4.7 3 3.8 -4.2 2 s Frame lines: 2 3 • , 2.1 1.5 A ENDWALL COLUMN: MAXIMUM REACTIONS REACTIONS, --Column Reactions (k )-- ---- Frm Col Load Hmax V Load Hmin V Line Une Id H Vmax - Id H Vmin 1 D 9 0.8 0.0 10 -0.8 0.0 1 9 • 0.8 0.0 0 1 B 9 0.8 0.0 10 -0.8 0.0 4 9 0.8 0.0 2.1 4 A 9 0.0 -0.4 • , 2.1 1.5 A 1 0.0 1.0 11 0.0 -2.1 4 C 9 1.0 -1.1 10 -1.0 -1.1 1 0.0 2.8 12 1.0 -2.1 4 E 9 0.0 -0.4 1 0.0 1.0 10 0.0 -0.4 LACING REACTIONS, PANEL SHEAR Bracing (k ) Panel Shear Wall Col Horiz Vert Load at Id Id Reactn Reactn Base Angle (Ib/ft) ---- 1 0 A 2 ,3 2.5 1.5 4 A 1.6 2.1 E C 2 ,3 1.6 2.5 • , 2.1 1.5 A -IV COLUMN LINE ��QQCF��'•S�Q��� Q WEDGCOR INC. C040154 m BUYER: WILLIAMS CONSTRUCTION DRAWN BY: JL - �. 002 CUST : GREG HUNTER 3-24-00 D€SCR: 20.0x60.Oxl4.0 1:12 011[01( DY: LO SITE : GRIDLEY, CA 3-24-00 q�F OF C A11 SCALE: NONE ENG. BY' 5d P.O.# : W23851 SHEET NO.: A2 OF 3 1) WHEN FIELD LOCATING WALKDOOR DO SO IN ONE FOOT INCREMENTS STARTING AT STEEL LINE. EXAMPLE: 91/8", 1'-91/8", 2'-91/8", ETC. 2) • USE 1/2" 0 x 33/4.. EXPANDED ANCHORS OR EQUAL, MINIMUM EMBEDMENT 21/4'. DOOR SIZE 3068 N M ** GENERAL FRAMED OPENING DETAILS ** WALKDOOR ANCHOR BOLT DETAIL 1) WHEN FIELD LOCATING WALKDOOR DO SO IN ONE FOOT INCREMENTS STARTING AT STEEL LINE. EXAMPLE: 1'-81/2", 2'-81/2", 3'-81/2", ETC. 2) USE 1/2" b x 3-3/4" EXPANDED f NCHORS OR EQUAL MINIMUM EMBEDMENT 2/4". -RAMED OPENING3'-4" 4'-4" 6'-4" WIDTH SHOWN MAY NOT APPLY TO DOOR SIZE 3070 4070 6070 X 3'-11/2 , 4'-11/2, 6'-11/2" Y 3'-7" 4'-7" 6'-7" 21/4' 3'-11/4,. • 21/4, _ 23/4 X 123/4" SEE NOTE ##1 3'-53/4" EE NOTE Y DETAIL X DETAIL Y 1) FIELD LOCATED BY OWNER. 2) USE 1/2" 0 x 33/4' EXPANDED ANCHORS OR EQUAL, MINIMUM EMBEDMENT 21/4'. b DETAIL Z FRAMED OPEINING ANCHOR BOLT SCHEDULE ETAIL QTY. I DIA. I LEN. I A I B I C I PROJ. 4 EXPANDED ANCHORS REQUIRED PER WALKDOOR AND/OR WINDOW FRAMED OPENING. Y 1 8 1 1/2" - 33/4' 1 EXPANDED ANCHOR OR EQUAL NOTE VERIFY LENGTH AND WIDTH DIMENSIONS Q oQ?,OFESS/pl AjF�2 SOME DETAILS THAT ARE CHECK YOUR ANCHOR BOLT \�����P�TA WEDGCOR INC. SHOWN MAY NOT APPLY TO SETTING PLAN TO MAKE �"` YOUR BUILDING. REFER TO CERTAIN THAT ALL THE � C040154 BUYER: WILLIAMS CONSTRUCTION DRAWN BY: JL YOUR VERIFICATION FOR THE DIMENSIONS SHOWN AGREE 09.304D2 CUST : GREG HUNTER 3-24-00 nPTTnNs THAT ARE INCLUDED: WITH THOSE LISTED IN 4, DESCR: 20.Ox6O.Oxl4.0 1:12 CHECK BY. LS YOUR CONTRACT. CIVIV SITE GRIDLEY, CA 3-24-00 �1E O SCALE: NONE ENG. BY: 5 q_ P.O.# : W23851 SHEET NO.: A3 OF 3 ' 4" 60'-0" OUT—TO—OUT OF STFFI 1 2 3 4 19'-8" 20'-0" 19'-8" J7 0 I J4 E-1 E-2 E-3 s0alR-M 23 0 I C I Q1 0 I I H1 I 0 I G-4 G-5 G-6 G-6 6.5Z14 BA -10 (see note) -I 5/16" Dia. /y Ce G� ,3 Q2 ,p 0 BA -10, BA -15 Q 4" 00 io 0 1 � i� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I � RF1-1 RF2-1 RF2-1 EC -2 GIRT 1'-0" LAPS +-0" SIDEWALL FRAMING: LINE A GENERAL NOTES: At framed openings the sheeting is field cut as required. PBA -10 NOTE: (if shown on drawings) PBA -10 is located as shown, one row is at midpoint of bay, two rows are at 1 /3points of bay, three rows are at 1p/4 Doints of bay. ETS-10 ETS-14 0 I 0 I 0 I 0 I C 0 I 0 I 0 I C I 0 I 0 I C I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I G-6 6.5Z14 20'-11" -I 5/16" Dia. 22'-0" BT -10, BT -14 SIDEWALL SHEETING & TRIM: FRAME LINE A RF— RIGID FRAME EC— ENDWALL COLUMN ER— ENDWALL RAFTER DJ— DOOR JAMB DH— DOOR HEADER G— GIRT P— PURLIN E— EAVE STRUT FC— FRAMING CLIP F.S. LEGEND CL— SPECIAL CLIP FTC— FRAMING CLOSURE T— TRIM TR— SPFCTAI TRIM AL— ANGLE A— SPECIAL ANGLE FB— FLANGE BRACE CL CENTER LINE N. A. NOT APPLICABLE F.S. FAR SIDE N.S. NEAR SIDE O.C. ON CENTER :L STEED I.TNF A.S. AS SHOWN O.H. OPPOSITE HAND TYP. TYPICAL U.N. UNLESS NOTED CB— CABLE BRACE �Q QROFESS/��9 TA A�y� ckz C040154 .09.30-02 l � FC E-1 8C16 19"-10 1/2" E-2 8C16 19'-11 1/2" E-3 8C16 19'-10 1/2" G-4 6.5Z16 20'-11" G-5 6.5Z16 22'-0" G-6 6.5Z14 20'-11" C8-3 5/16" Dia. 22'-0" 1 FC -175 2 FC -68 3 ESA -1 4 FC -65 5 FC -67 6 Fr -1 Al WEDGCOR INC. BUYER: WILLIAMS CONSTRUCTION DRAWN BY: JL ! CUST: GREG HUNTER 3-24-00 DESCR: 20.Ox6O.Ox14.O 1:12 CHECK BY: SITE : GRIDLEY, CA SCALE: NONE ENG. BY: P.O.# : W23851 SHEET NO.: E1 OF 8 4" 113 19'-8" 60'-0" OUT—TO—OUT OF STEEL 20'-0" 19'-8" I I EC -4 RF2-1 RF2-1 GIRT LAPS SIDEWALL FRAMING: LINE E .j 1 0 I 0 I 0 I 0 I 4" J7 0 I 0 1 0 I s � 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I is CONNECTION PLATES 0 I FRAME LINE. E I MARK PART r` FC -175 I RF1-1 RGC-2L (GUTTER WITH 2 DOWNSPOUTS) RGC-2R ERG -10 ERG -14 I U GENERAL NOTES: At framed openings the sheeting is fiPlri riit ns rPrlidred. PBA -10 NOTE: (if shown on drawings) PBA -10 is located as shown, one row is at midpoint of bay, two rows are at 1/3 points of bay, three rows are at 1 /4 points of bay. 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 1 0 I 0 I `0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 I CONNECTION PLATES FRAME LINE. E o ID MARK PART 1 FC -175 2 FC -68 I U BT -14 SIDEWALL SHEETING & TRIM: FRAME LINE E E-1 E-2 8C16 8C16 19'-10 1/2" 19'-11 1/2" E-4 8C16 19'-10 1/2" G-5 6.5Z16 22'-0" G-6 6.5Z14 20'-11" G-7 6.5Z16 20'-11" C13-3 5/16" Dia. 22'-0" CONNECTION PLATES FRAME LINE. E o ID MARK PART 1 FC -175 2 FC -68 3 ESA -1 4 FC -65 5 FC -67 �QROFESS/pU WEDGCOR INC. C040154 BUYER: WILLIAMS CONSTRUCTION DRAWN BY: JL 133M2 CUST : GREG HUNTER 3-24-00 DESCR: 20.Ox60.0x14.0 1:12 CHECK BY - ON 0- SITE : GRIDLEY, CA 9�F OF C NO SCALE: NONE ENG. BY: 5i1— P.O.# : W23851 SHEET NO.: E2 OF 8 a GENERAL NOTES: At framed openings and greater_ than 1:12 roof pitch the sheeting is field cut as required. )20'-0" OUT -TO -OUT OF STEEL 4'-0' 12'-0" 4'-0" 12 12 1" 1 3 00 I El DH -1 106 I 00 I G-1 G-1 a] o ®� o al 00 pG-1 G-1 s I i7 ®® 4 s 00 I E6 ((rr1��� I CO LA_15 — — — — — — =T -J ILI EC -1 EC -1 j ENDWALL FRAMING: FRAME LINE 1 PBC -1 GTS -10 Tp -4L GTS -10 PBS -1 ECS -1R ❑ ❑ 0 I�J BT -10 ENDWALL SHEETING & TRIM: FRAME LINE 1 P8A-10 NOTE: (if shown on drawings) PBA -10 is located as shown, one row is at midpoint of bay, two rows are at 1/3 points of bay. If shown at center bay, locate 8" off centerline. 0 M EC -1 8C16 1 12-10 1/16" DH -1 8C16 12'-0" G-1 6.5Z16 2'-5 5/8" CONNECTION PLATES 1 FC -220 2 FC -111 3 FC -110 4 FC -4 5 FC -112 6 FC -222 7 FC -75 FTC -14 1 2 HT -48 3 I TM - 148 0 QROFESSI 0 04 04 04 I I j WEDGCOR INC. n r LO I N N N BUYER: WILLIAMS CONSTRUCTION DRAWN BY: JL O O 3-24-00 0 I�J BT -10 ENDWALL SHEETING & TRIM: FRAME LINE 1 P8A-10 NOTE: (if shown on drawings) PBA -10 is located as shown, one row is at midpoint of bay, two rows are at 1/3 points of bay. If shown at center bay, locate 8" off centerline. 0 M EC -1 8C16 1 12-10 1/16" DH -1 8C16 12'-0" G-1 6.5Z16 2'-5 5/8" CONNECTION PLATES 1 FC -220 2 FC -111 3 FC -110 4 FC -4 5 FC -112 6 FC -222 7 FC -75 FTC -14 1 2 HT -48 3 I TM - 148 QROFESSI 0 TA Aly l �2 WEDGCOR INC. 0040154 BUYER: WILLIAMS CONSTRUCTION DRAWN BY: JL &0669-3H2 CUST : GREG HUNTER 3-24-00 Ir UUiU C 1U.UX6U.UX14.0 I: 12 CHECK BY. 0/m \°` SITE : GRIDLEY, CA -OF CA0 SCALE: NONE ENG. BY: SIS P.O.# : W23851 SHEET NO.: E3 OF 8 NOTE: GIRTS TO BE FIELD SLOTTED FOR CABLE AS REQUIRED. GENERAL NOTFS: At framed openings and greater than 1:12 roof pitch the sheeting is field cut as required. 20'-0" OUT—TO—OUT OF STEEL 9" 1 1 9'-3" Y 9'-3" 1 19" 12 12 Al 910 11 ' ER 12'-8 15 16" 1"� 12 _I ER—N [M 12 -1 G-3 6.5Z16 8'-11 1 /2" CB -1 5/16" Dia. 14'-2" CB -2 5/16" Dia. ® 2 co Q1 I 00 8 s G-2 c1 G-3 s o pj s MIZI s i 0 1 ® BA -15 ----0----.Z —Et 03 EC -2 EC -3 EC -4 ENDWALL FRAMING: FRAME LINE 4 PBC -1 G GTS -10 PBS -1 TP -4R -10 ECS -1L ❑ 0 ❑ BT -10 ENDWALL SHEETING & TRIM: FRAME LINE 4 PBA -10 NOTE: (if shown on drawings) PBA -10 is located as shown, one row is at midpoint of, bay, two rows are at 1/3 points of bay. If shown at center bay, locate 8" off centerline. C l.- L EC -3 U1.1 I UI 8C16 r rnl i 12'-8 15 16" ER -1 _I _I BT -10 ENDWALL SHEETING & TRIM: FRAME LINE 4 PBA -10 NOTE: (if shown on drawings) PBA -10 is located as shown, one row is at midpoint of, bay, two rows are at 1/3 points of bay. If shown at center bay, locate 8" off centerline. C l.- L EC -3 U1.1 I UI 8C16 U 13-6 3 16" EC -4 8C16 12'-8 15 16" ER -1 8C16 9'-11 5 8" G-2 6.5Z16 8'-8 1 2" G-3 6.5Z16 8'-11 1 /2" CB -1 5/16" Dia. 14'-2" CB -2 5/16" Dia. 13'-6" 2 FC -58 3 FC -57 4 FC -165 5 FC -175 6 FC -4 7 FC -7 8 FC -112 9 FC -64 10 FC -60 11 FC -63 12 FC -100 r;; QROFESS/0 0 AA ADti�9Fc 2WEDGCOR INC. C040154 BUYER: WILLIAMS CONSTRUCTION DRAWN BY: JL EXP 34-02 CUST: GREG HUNTER 3-24-00 CIVIL�Q ULSI;K: zU.Sx6u.Oxi4.0 1:12 CHECK DY. 9jF OF C A`�E��� SITE : GRIDLEY, CA SCALE: NONE ENG. BY: __ P.O.# : W23851 SHEET NO.: E4 OF 8 N. 0 I 0 4" 19'— 8" E-1 RF2-1 — i u—uu 20'-0" E-2 RF9-1 19'-8" F-4 I Q I I . RF1-2 P-2 I�P-3(Typ)I — I —2 ER -1 I I I � 6.5Z16 22'-0" P-1 6.5Z16 20'-11" P-3(Typ) I I Q1 P-2 I I I P-4(TYP) I RF1— I —2 — — P-1 E-3 8C16 I Gg/ i C I I RF1-1 PURLIN LAP STUB NURLIN NOTES: 1)Stub purlin as required on roof plan. 2 FC -27 with 6 1 /2" purlins. 3 FC -28 with 9,� purlins. 4 See section Al, A2, A3, or A9. 5 Locate stub purlin under roof purlin. E-1 KF2-1 E-2 RF2-1 11 011 11 0. ROOF FRAMING PLAN WHEN GALVALUME (GA) AND GALVANIZED (GV) MATERIALS COME IN CONTACT WITH ONE ANOTHER, A SURFACE COATING REACTION COULD OCCUR OVER A PERIOD OF TIME, DUE TO CONDENSATION OR I II011 • FIUMIDITY DONDITI00I6, OUILDINC MANUF.ACT iRFa Tc AInT RESPONSIBLE FOR MATERIAL DAMAGE CAUSED BY THIS REACTION, TO PREVENT THIS REACTION, FELT OR SEALANT SHOULD BE PLACED BETWEEN THESE SURFACES TO PREVENT DIRECT CONTACT OF ONE SURFACE WITH THE OTHER, FELT OR SEALANT NOT BY BUILDING MANUFACTURER. E— 3 4A-10 (TYP) ® MIDPOINT P-1 6.5216 20'-11 P-2 6.5Z16 20'-11" P-3 6.5Z16 22'-0" P-4 6.5Z16 20'-11" E-1 8C16 19'-10 1/2" E-2 8C16 19'-11 1/2" E-3 8C16 19'-10 1/2" E-4 8C16 19'-10 1/2" [:R-4 5 /1 R" nin 4" 1 I Q to orn� D C a� a� 2-0" ElN W (20) 0_ m H to 4%v ROOF SHEETING �QROFESS/O L, WEDGCOR INC. � v 2 C040 -4 ` BUYER: WILLIAMS CONSTRUCTION DRAWN BY. JL 9'3-02 CUST : GREG HUNTER 3-24-00 CM \P bESCR: 20.6x66.6x14.6 1:12 CHECK BY: lF Of C Al \F�SITE : GRIDLEY, CA SCALE: NONE ENG. BY. I' - _ P.O.# : W23851 SHEET NO.: E5 OF 8 REG�STF o O 9 v pp\ -IP0 v o NJ p 1 d D D N N C 0M C C rn z -moi .. L4 z a,: m C Q E : c z s K C N D C C z C M C l^ V J z (� z NZ (5 0 F---1 _ ;u Z m p D 4 n Z W O O Cu { rn + C -- O N 11 -01 m U o 14'-0" 7'-4" o N� N s fTl — — — — — — — — — — — — — — t� LA DD �l RF1-1 SP -L, 6 1�2" ZJ I I Clearance to flange + - D N I N N 0 13'-7 1/16" m I- i, -SP -2 O %0 ;u ;;u �l 0 O _ J D (./) K Clearance to flange + - H co 0 o x C) Z m C7 o 0 - H U) `CD 4� O N z + I x D DO L4 CID I N u I � x J w 16 1/2" 0 s I " RF1-1 SP -L, 6 1�2" 12'-10 3/8" I I Clearance to flange + - V N I N I 13'-7 1/16" I iI fin• Clearance to flange TT - i, -SP -2 %0 n I N 12'-10 3/8" Clearance to flange + - RF1-1 x C) i(D 1 111D I N u I � x J w 16 1/2" 0 s I " X X 6 1�2" N I I N � V N I 4 I I Ti r I iI fin• G+ rn \ N 7,-4, 14'-0" I co I - T1 X T I I n N m Co PO Co 000 POPOPO coo (n(nCn*O x x x C x -� GAWW—IH \\ 0 rnrnrnx m r m X X X Mr - Z> z O O G7 P, 00 m N N � X X (n•(N K: N N -A V N Ti r I iI fin• H n x C) i(D 1 111D X 4� � x D -1�0 m M N W W RO cn cn 0 CJ -Ti 00-0 O (,o vOo � m m 0 lv N m 00 M O 00 z r r4 - +D >D 0 N N `6 0 cn Ln 3 00 00 'I J p — LnLn 00 ro N N cD r+ 00 :3 N 00. Ln cn "- - a r\� Sp r N" _ �W W S Q7. Q7 W 1-1 �P c0 cO I co I - T1 X T I I n N m Co PO Co 000 POPOPO coo (n(nCn*O x x x C x -� GAWW—IH \\ 0 rnrnrnx m r m X X X Mr - Z> z O O G7 P, 00 m N N � X X O Ut -A N SPLICE PLATES & BOLTS Spi. ice Top Of- Plate Bottom Of Plate Plate Size Mark Qnt Typ Dia Len Ont Typ __Dia Len_ Nid Thick, _Length _ Sp -,1,p,- ,� 4�, • A325-0:� 750,2:00 ,_4'�A325'-0.750 2.00 1-7 8" 2" - 1'-2 3/16 Sp- 2- 4 A325 0.750--2.00 '--4-,A325 0.750 2.00 5 1 /2 l'-2-3/16" FLANGE BRACES: Both Sides(U.N.) FBxx: xx=length(in) �? 3/4" 9'-9" 9'-11" 4 1/2�iF 10" 10" 2 SP® 4'-7 3 16 2 SP® 4'-7 3/16" N 04 12 12 FBI FBI ' 14 FBI RF2-2 RF2- IV) 2 rI'l a- I +N aoI Ln I .� I � I co -coo I 3 + a + CP o rn 2 w w o o o i in o in o f U LNi �U �C �U LL- 0 LO p IO O O I O w) N I Li cq I I I I I I 6 1/2" 9 3/8" 17'-4 1/4" 9 3Z8" 6 1/2 - Clearance /2"Clearance to flange 20'-0" OUT -TO -OUT OF STEEL E FRAME CROSS SECTION A FOR FRAME LINE 2 3 8 x 3/16•" x 161.5 5 x 3/16" x 9.2 . ,. - WxTxLEN 8 x 3/16" x 151. PIECE START END THICK LENG RF2-1 9.0 9.0 0.112 120.( 9.0/ 9.0 0.112 31.1 ROF E SS/p 9.0/ 9.0 0.179 11.1 1A AUy R n/ R n () 11 7 1 n-� s �? 3/4" 9'-9" 9'-11" 4 1/2�iF 10" 10" 2 SP® 4'-7 3 16 2 SP® 4'-7 3/16" N 04 12 12 FBI FBI ' 14 FBI RF2-2 RF2- IV) 2 rI'l a- I +N aoI Ln I .� I � I co -coo I 3 + a + CP o rn 2 w w o o o i in o in o f U LNi �U �C �U LL- 0 LO p IO O O I O w) N I Li cq I I I I I I 6 1/2" 9 3/8" 17'-4 1/4" 9 3Z8" 6 1/2 - Clearance /2"Clearance to flange 20'-0" OUT -TO -OUT OF STEEL E FRAME CROSS SECTION A FOR FRAME LINE 2 3 8 x 3/16•" x 161.5 5 x 3/16" x 9.2 . ,. - WxTxLEN 8 x 3/16" x 151. ROF E SS/p 1A AUy c ��G ? 5�f ` � ; WEDGCOR INC. � 09,10.02 � BUYER: WILLIAMS CONSTRUCTION DRAWN BY: JL CUST : GREG HUNTER 3-24-00 CIS `y.` D€SCR: 20.0x60.0x14.O 1:12 CHECK BY: OF C (���� SITE : GRIDLEY, CA SCALE: NONE ENG. BY: P.O.# : W23851 SHELI NU.: L/ uF 8 2 2 2 45' 2 45' 2 2 45' 45' 45' 45' S.A. S.A. S.A. S.A. Q 2 �4 45' 2 r 45° " W PEAK SPLICE, INTERMEDIATE SPLICE 2 2 45° 45' 2 �i 1) S.A. = SUBMERGED ARC PROCESS. 3 2) IF MATERIAL IS <5/i6" THICK, THEN WELDS 45' 4_160' WILL BE 2 45' 4 3) TYP. FLANGE SPLICE (IF MATERIAL IS < 3�8" 45' S.A. THEN WELDS WILL BEti ). 4) TYP. WEB SPLICE (IF MATERIAL IS > 5/16" 45' H THEN WELDS WILL BE — ). 5) ALL WELD SIZES ARE ? THE THINNEST S.A. MATERIAL IN THE JOINT, EXCEPT FILLET WELDS WHICH, ARE SIZED .ACCORDING TO AISC TABLE (SEE BELOW). 6) ALL WELDING IS PERFORMED USING PROCEDURES WHICH HAVE BEEN DEVELOPED IN ACCORDANCE WITH AWS (U.S.) AND CSA (CANADIAN) STANDARDS. .a 7) S.A. WELDS ARE RETURNED 3" FROM SPLICE "• PLATES USING A FILLET WELD ON OPPOSITE SIDE OF WEB. KNEE DETAIL' BASE DETAIL NOTES KNEE DETAIL (HIGHSIDE) MINIMUM SIZE FILLET WELD 0 (AISC 8th Edition — Table 1.17.2A; 9th Edition — Table J2.4) �OQRQFEASSl0iy9� ADy�9F�c 0 Material Thickness of Thicker Part Joined Minimumfl Size of Fillet Welds (Inches) (Inches) �P�PNj Q WEDGCOR INC. C040154 ` / BUYER: WILLIAMS CONSTRUCTION DRAWN BY: JL 1 /4 1/8 To Inclusive 002 Over 1/4 t0 1/2 X16 � ' CUST : GREG HUNTER 3-24-00 Over 32 to 3/4 54 r CIV11 �Q' v l\L l,9lf DEECRi 2o.C� o.omiAn "i? CHECK BY; �4 /16 OF SITE : GRIDLEY, CA Over 4P.O.# SCALE: NONE : W23851 ENG. BY: SHEET NO.: E8 OF 8 a Leg Dimension of Fillet Welds GENERAL NOTES: 1) ALL BOLTS TO BE 1/2"0 X 11/4' A-307 (U.N.) 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) 3) ALL DIMENSIONS ARE +/- 4) - MATCH SHOP MARK. 5) SEE FRAME CROSS SECTION FOR PURLIN AND GIRT ORIENTATION. oQ?OFESS/ , I A 40yil`�� 9 � Lw C040154 ` >k WEDGCOR a BUYER: WILLIAMS CONSTRUCTION 4 CUST : GREG HUNTER �DESCR:20.Ox6O.Oxl4.O Eli CLIP FOR SINGLE C RAFTER SCALE: NONE NOTE: GIRTS ARE LOCATED UNDER CLIPS. UNLESS NOTED ON ELEVATIONS STUB PURLIN (LOCATED UNDERFC-165 OR PURLIN ROOF PURLIN) SEE ROOF PLAN PURLIN FC -166 W/ CABLE SLOT (F. S.) ONLY RIGID FRAME FOR PART NUMBER AND IF REQ'D 12 x 1 1/4" S.D.S. x w /(4) 1/2"0 1 1/4" 1A325:BOLTS� RAFTER GA) �.. PURLIN SHEETING ANGLE (SA-10/SA-15) • • • CLIP (SEE ELEVATION) I IENDWALL COLUMN • • I CLIP (SEE ELEVATION) In 1/.. ENDWALL RAFTER • i i • 4nVFIANGE BRACE S REQUIRED ®"W/9"Z 2" W/ 611" Z FRAME SEE FRAME ROSS SECTION) CLIP: FC -57 CLIP FC-111•RIGID RAFTER. CLIP: FC -58 ® ((6)-1/2 0X. 1a�4 CLIP FC -110 �A-325 BOLTS,,ENDWALL COLUMN 612"Z ENDWALL OR� OR ENDWALL GIRTS SHOWN IE COLUMN PURLIN TO RIGID FRAME RAFTER A9 ENDWALL COLUMN TO ENDWALL RAFTER B1 ENDWALL COLUMN TO RIGID FRAME RAFTER B18 GIRT TO ENDWALL COLUMN DETAIL Cl 1/2" 0 x 1" A307 BUTTON HEAD BOLTS BASE ANGLE ENDWALL COLUMN/ (BA-1O/BA-15) DOOR JAMB 1/4 CLIP: (SEE ELEV.) USE POWER DRIVEN FASTENERS SUCH AS 2" w 61/2" z DOORJAMB CLIP FC -222 WALL SHEET RAMSET (OR EQUAL) 0 STRAIGHT SHANK 3" w/9"z CLIP: SEE.. Fe (2) 12 0 x 1" A307 #12 x 1114" S.D.S. I .140 w/ 1112" PENETRATION ELEVATION) — BUTTON HEAD BOLTS DE AND MIN. ALLOWABLEINS SHEAR OF 220# CLOSURE (2'-0" O.C.)(BY OTHERS) ♦- I 1/2"0 x 1"A307 • — N BASE TRIM 0 a BUTTON HEAD BOLTS 1�.. WALL "v — — DOOR HEADER FOUNDATION OPENING DOOR JAMB (BY OTHERS) 1111" 61/2" GIRT SHOWN DOOR JAMB BASE DETAIL E6 DOOR HEADER TO DOOR JAMB M1 BASE TRIM SECTION T1 GIRT TO DOOR JAMB K2 GENERAL NOTES: 1) ALL BOLTS TO BE 1/2"0 X 11/4' A-307 (U.N.) 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) 3) ALL DIMENSIONS ARE +/- 4) - MATCH SHOP MARK. 5) SEE FRAME CROSS SECTION FOR PURLIN AND GIRT ORIENTATION. oQ?OFESS/ , I A 40yil`�� 9 � Lw C040154 ` >k WEDGCOR a BUYER: WILLIAMS CONSTRUCTION 4 CUST : GREG HUNTER �DESCR:20.Ox6O.Oxl4.O Eli SITE : GRIDLEY, CA SCALE: NONE P.O.# : W23851 INC. DRAWN BY: JL 3-24-00 1:12 CHECK BY: ENG. BY: SHEET NO.: G1 OF 3 WEDGCOR INC. 4 BUYER: WILLIAMS CONSTRUCTION DRAWN BY: JL CUST: GREG HUNTER 3-24-00 DESCR: 20.Ox6O.Oxl4.0 1:12 CHECK BY: Slit : GR1ULL T, CA SCALE: NONE ENG. BY: P.O.# : W23851 SHEET NO.: G2 OF 3 NOTE: GIRTS ARE LOCATED UNDER CLIPS. GENERAL NOTES: QROFESS/p�, 1) PURLIN BOLTS TO BE 1/2"0 X 11/4' A-307 �`L�,NIA Apy��Fy (U.N.) CLIP FC-60 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) C040154 CLIP FC-100 .} 0 0-02 (F.S.) ONLY ALL 9.. 4) (R) MATCH SHOP MARK, sr� rCIVIV 5) SEE FRAME CROSS SECTION FOR PURLIN CLIP 2" W/ 616" Z GIRT ORIENTATION. (N.S.)FON Y 3" W/9" Z #12 x 1 1/4" S.D.S. PURLIN (GA) CLIP (SEE ELEVATION) ENDWALL COLUMN • • SHEETING ANGLE CLIP (SEE ELEVATION) (SEE ELEV. FOR COLUMN ORIENTATION) ENDWALL __ '(14) 1/2" x 1Y4j. (SA-10/SA-15) • 1 6 /z" Z ENDWALL GIRT RAFTER C ^^�� • • rA325 BOLTS I SHOWN CLIP FC-50 _ __ _ - IF I • 2" W/ 6�/2" Z 1 .. 1 " ® CLIP FC-63 1 TUB PURLIN W/ 9 . Z • • j • • 4 325 BOLTS k --� CLIP FC-57 F� (LOCATED UNDER • 4" OOF PURLIN) ENDWALL COLUMN SEE ROOF PLAN FOR PART NUMBER 11�" 11/2" ENDWALL ENDWALL COLUMN ENDWALL RAFTER AND IF REQ'D 0 O 9" Z SIDEWALL GIRT SHOWN ORIORI SHEETING CLIP (SEE ELEVATION) PURLIN TO ENDWALL RAFTER Al GIRT TO ENDWALL COLUMN DETAIL ® CORNER Dl ENDWALL COLUMN BASE DETAIL El PEAK DETAIL WITH CENTER COLUMN F1 2" W/ 61/2' Z PURLINS 4" W/ 9" Z PURLINS #12 x 1 1/4" S.D.S. (GA) E, OR OR T EAVE STRUT PURLIN SEE FRAME RIGID FRAME EOR OR RAFTER CROSS SECTION ENDWALL RAFTER FOR CONNECTION CLIP (SEE ELEVATION) (SPECIAL BOLTS MAY ESA-1 EAVE STRUT WELDED FRAME CABLE LC'4F BE REQUIRED SEE ROOF 11/2" SHOWN WELDED FRAME SHOWN )FRAMING PLAN. BACK-UP PLATE II �I CLIP :(F.S ONLY) • • E OR CLIP (AS LABELED ON F. BRACE EYE �I HILLSIDE WASHER- CABLE GRIP (SEE ELEVATION) .� I N FRAMING ELEV. AND PLANS) CABLE GRIP FLAT WASHER �I JJ EYE BOLT ® I • 5" W 61/2" Z /I GIRT 7/2" W/ 9" Z CABLE NUT BACK-UP PLATE' OR CLIP \ 11/4" GIRT II (AS LABELED ON II f �E---�iT i " /l" /4; CLIP FC 68 SPECIAL BOLTS MAY FRAMING ELEV. AND PLANS) (10) 0 x_1 C �A325 REQUIRED SEE BOLTS ROOF FRAMING ---CLIP FC-58 ® PLAN) 9" CLIP FC-57 RIGID FRAME ENDWALL COLUMN COLUMN BRACING AT WELDED MEMBER OR BRACING AT WELDED MEMBER OR ENDWALL COLUMN TO ENDWALL RAFTER @CORNER I6 EAVE STRUT TO RIGID FRAME J4 ENDWALL C OR DOUBLE C SECTION - Ql ENDWALL C OR DOUBLE C SECTION Q2 WEDGCOR INC. 4 BUYER: WILLIAMS CONSTRUCTION DRAWN BY: JL CUST: GREG HUNTER 3-24-00 DESCR: 20.Ox6O.Oxl4.0 1:12 CHECK BY: Slit : GR1ULL T, CA SCALE: NONE ENG. BY: P.O.# : W23851 SHEET NO.: G2 OF 3 GENERAL NOTES: QROFESS/p�, 1) ALL BOLTS TO BE 1/2"0 X 11/4' A-307 �`L�,NIA Apy��Fy (U.N.) 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) C040154 .} 0 0-02 3) ALL DIMENSIONS ARE +/- 4) (R) MATCH SHOP MARK, sr� rCIVIV 5) SEE FRAME CROSS SECTION FOR PURLIN OF C 0 AND GIRT ORIENTATION. WEDGCOR INC. 4 BUYER: WILLIAMS CONSTRUCTION DRAWN BY: JL CUST: GREG HUNTER 3-24-00 DESCR: 20.Ox6O.Oxl4.0 1:12 CHECK BY: Slit : GR1ULL T, CA SCALE: NONE ENG. BY: P.O.# : W23851 SHEET NO.: G2 OF 3 CLIP: IF REQUIRED (SEE ROOF FRAMING RIGID FRAME SEE FRAME SEE ROOF FRAMING PLAN FOR LOCATION.) RAFTER CROSS SECTION PLAN --� , _ _ a j FOR CONNECTION "/i"0 x 11/4 A325 -BOLTS IF REQUIRED (SEE-' ROOF FRAMING -PL -AN RIGID FRAME COLUMN EAVE STRUT 11/2" (2) #12-24 x 1%. (S.D.S) (GA) (1'-6" O.C) FOR LOCATION.)".+ 'PURLIN ^ - - • • THIS CONNECTION CLIP: (SEE ELEVATION) POINT MAY BE FLANGE BRACE ® LAP BOLT. 61/2" Z ENDWALL GIRT SHOWN ° I • III - - = FLANGE BRACE AS REQUIRED (SEE FRAME SECTION - ) ° . ° I . ° IN 5" W/ 61/2" Z I II _ r I I i • 2" w\6 1/2"z AS REQUIRED (SEE FRAME THIS CONNECTION _ _ _ � GIRT 71f1" W/ 9" Z I 3" w\9"z • CROSS SECTION) POINT MAY BE SEE ELEV. SEE ELEV. GIRT GIRT ® LAP BOLT. RIGID FRAME CLIP FC -67 SHEETING CLIP: (SEE ELEVATION) RAFTER (SPECIAL BOLTS MAY �9IGZ FRAME (8) BOLTS WITHOUT FLANGE BRACE. BE REQUIRED SEE ROOF FRAMING SIDEWALL GIRTSHOWN (8) BOLTS WITHOUT FLANGE BRACE. (12) BOLTS WITH FLANGE BRACE. (12) BOLTS WITH FLANGE BRACE. PLAN) SHEETING CLIP: (SEE ELEVATION) (10) BOLTS WITH FLANGE BRACE ® LAP. (10) BOLTS WITH FLANGE BRACE ® LAP. RIGID FRAME' COLUMN PURLIN OVERLAP G1 GIRT OVERLAP H1 EAVE STRUT TO RIGID FRAME J7 GIRT TO RIGID FRAME COLUMN DETAIL D14 GENERAL NOTES: 1) ALL BOLTS TO BE 1/2"o X 11/4' A-307 (U.N.) 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) 3) ALL DIMENSIONS ARE +/- 4) (D MATCH SHOP MARK. 5) SEE FRAME CROSS SECTION FOR PURLIN AND GIRT ORIENTATION. QROF E SS/p�, 1 A A�tigl C P c� C C04 154 `rn 9-30-02 `CIS viv, PF C M -A WEDGCOR INC. t BUYER: WILLIAMS CONSTRUCTION DRAWN BY: JL CUST : GREG HUNTER 3-24-00 DESCR: 20.Ox6O.Oxl4.0 1:12 CHECK BY: SITE : GRIDLEY, CA SCALE: NONE ENG. BY: P.O.# : W23851 SHEET NO.: G3 OF 3 „ • #12 x 3'4” S.T.S. INSIDE INSIDE CLOSURE REF. "A"5 ,� 3 • 1 CLOSURE CABLE 0 /6 /g /2" 12 x �4" S . T. S . GUTTER STRAP 1'-6" O.C. 5„ 3 7„ • #12 x 11/4" S.D.S. 2" #12 x 11/4" S.D.S. SHEETING ANGLE � ) EYE BOLT /8 /4 /� (3'-0" O.C.) ROOF SHEET (SA-10/SA-15) TAPE MASTIC "A" DIM. 11 11 14" F1vREM� 1" „B" DIM. 6„ 7„ 9„ ��p`� ,,G � GABLE "C. DIM" 3 1/2" 41/2 63/4" SEALER - EAVE TRIM ROOF SHEET TRIM ROOF SHEET GRIP UNDER GUTTER OUTSIDE #12 x 11/4" S.D.S. CLOSURE #12 x 11/4" S.D.S. GUTTER #12 x 11/4" S.D.S. I OUTSIDE CLOSURE INSIDE CLOSURE I #12 x 3/4' CABLE FC -196 OR NN S.T.S. (1'-0" O.C.) I WALL SHEET EAVE STRUT FLAT WASHER FC -186 HILLSIDE (IN PLACE OF WALL SHEET--'EAVE STRUT # CABLE GRIP ) 12 x �'4" WALL SHEET BRACE EYE S.T.S. (1'-0" O.C.) WASHER EYE BOLT CABLE BRACE EYE GUTTER SYSTEM .SECTION 1 EAVE TRIM SECTION 21 GABLE TRIM SECTION 13 ROOF SHEET EAVE GABLE GUTTER TRIM TRIMSIDEWALL PLUG SHEET GUTTER ENDWALL END CAP SHEET "I T!!: CORNER TRIM PEAK BUILDING CORNER DETAIL ENDWALI SHEET CORNER TRIM TEEL LINE 3/4" S. T. S. O.C.) ww Z ui H J Al I SHEET CORNER TRIM SECTION ro.. 1mr r -ROOF SHEET rA%, II RSIDEWALLGAB LE END CAP„..SHEET END ALL CORNER SHEET TRIM 4 PEAK BLDG. CORNER DET. HEADER t112 x 11/4” S.D.S. '-6" O.C.) / HEADER TRIM - 7 1 O.H. DOOR HEADER TRIM 51 PEAK BOX 12x11/4"S.D.S WALL SHEET (1'-6" O.C.) #12 x 11/4" S.D.S. DOOR JAMB INSIDE CLOSURE WALL SHEET -� FRAMING - 'T CLOSURE t112x3/4"S. T. S. '-6" O.C.)J JAMD TRIM- 8 RIM-8 1 O.H. DOOR JAMB TRIM (1'-0" o ROFESS/p IA A����l C®4®x,54 C VV 11. OF r m., WEDGCOR INC. BUYER: WILLIAMS CONSTRUCTION DRAWN BY. JL CUST: GREG HUNTER 3-24-00 DESCR: 20.Ox6O.Oxl4.0 1:12 CHECK BY: 0IT1 . ORIDLEI; CA SCALE: NONE ENG. BY- P.O./ : W23851 SHEET NO.: GD1 OF 3 LNUT\-CROSSOVER CROSSOVER MARK MARK A DIM SEE SHIPPING LIST FOR CABLE LENGTH B DIM LENGTH = FIELD MEASUREMENT AP IX CAP CABLE BRACING ASSEMBLY GENERAL NOTES: ,X RIM 1) ALL BOLTS TO BE 1/2"0 X 11/4" A-307 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) 3) ALL DIMENSIONS ARE +/- 4) (& MATCH SHOP MARK. 5) SEE FRAME CROSS SECTION FOR PURLIN 6 AND GIRT ORIENTATION. 6) SOME DETAILS THAT ARE SHOWN MAY NOT APPLY TO YOUR BUILDING. REFER TO YOUR VERIFICATION FOR THE OPTIONS THAT ARE INCLUDED. o ROFESS/p IA A����l C®4®x,54 C VV 11. OF r m., WEDGCOR INC. BUYER: WILLIAMS CONSTRUCTION DRAWN BY. JL CUST: GREG HUNTER 3-24-00 DESCR: 20.Ox6O.Oxl4.0 1:12 CHECK BY: 0IT1 . ORIDLEI; CA SCALE: NONE ENG. BY- P.O./ : W23851 SHEET NO.: GD1 OF 3 WALL SHEET 2 3 #12 x 1174" S.D.S. WALKDOOR DOOR FRAME TRIM #12 x 1174' S.D.S. SUBJAMB • I I GIRT WALL SHEET GIRT INSIDE CLOSURE FIELD LOCATE AND II GIRT—/ DRILL 9/1s" 0 HOLES U #12 x 1174' S.D.S. AS REQUIRED SUBJAMB (1'-6" O.C.) 4 DOOR FRAME FRAMING CLOSURE FTC -3 ®3070) FRAMING CLOSURE 4 FTC -74 ® 4070 & 6070) (FTC -74) TRIM WALKDOOR SUBJAMB TO GIRT 12 WALKDOOR HEADER TRIM 13 WALKDOOR SUBJAMB TRIM 4 3" w/61,z"Z 177 4 SUBJAMB GIRT 5 GIRT 4" w/8C OR 9Z FIELD CUT GIRT o a o aTO LENGTH. J m J m FIELD LOCA.TE � AND DRILL 'WO HOLES. NO FINISH FLOOR6172"Z GIRT THIS DETAIL SHOWN a 3174" APPLIES ONLY LEFT RIGHT WITH BELOW 7-4" GIRTS WALKDOOR SUBJAMB TO GIRT 1 GIRT TO WALKDOOR SUBJAMB 15 16 17 GENERAL NOTES: 1) ALL BOLTS TO BE 1/2"0 X 11/4" A-307 (U.N.) 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) 3) ALL DIMENSIONS ARE +/- 4) ® MATCH SHOP MARK. 5) SEE FRAME CROSS SECTION FOR PURLIN AND GIRT ORIENTATION. 6) SOME DETAILS THAT ARE SHOWN MAY NOT 8 g APPLY TO YOUR BUILDING. REFER TO YOUR VERIFICATION FOR THE OPTIONS �. THAT ARE INCLUDED. �oQ�pFESS/� 1A 4D F< C04®1 s4' 1� X%3aoz � OF C A1.\E 0� 12 ?7" WEDGCOR INC. BUYER: WILLIAMS CONSTRUCTION DRAWN BY: JL CUST : GREG HUNTER 3-24-00 ULSCRc ZU.Ux6U.Ux14.0 1:12 01 110K DY.- SITE Y:SITE : GRIDLEY, CA SCALE: NONE ENG. BY: P.O.# : W23851 SHEET NO.: GD2 OF 3 EAVE .TRU SIDEWALL GIRT 12x11/4" .D.S. 3A)(TYP) PBA -10 (FIELD CU AND BEND AS REQ'D) ENDWALL RAFTER ENDWALL GIRT PBA -10 (FIELD CUT AND BEND AS REQ'D) 12x11/4' 3. D. S. GA)(TYP) 3IDEWALL PBA -10 SECTION 1 11 ENDWALL PBA -10 SECTION 12 ENOWAL R A1= TER NDWALL ;IRT #12x11/4' S.D.S. ;GA)(TYP) PBA -10 (FIELD CUT AND BEND AS REQ'D) ENDWA RAFTEF ENDWALL GIRT 2-24x11/4" D.S. (GA) 'BA -10 'FIELD CUT 4ND BEND 4S REQ'D) 12x11/4" D.S. (GA) NDWALL PBA -10 SECTION 131 ENDWALL PBA -10 SECTION 14 6" S.T.S. MIN.LAP TAPE MASTIC II 2„ 411 ROOF SHEET (SKYLIGHT) S.D.S. ROOF SHEET (SKYLIGHT) PURLIN ROOF SHEETING (SKYLIGHT) END LAP NOTE: SEE FRAME CROSS SECTION OF MAIN FRAME FOR PURLIN AND GIRT ORIENTATION. 1'-6" 1'-6" 1'-6" 1'-6 ETC. I I I II I I IT 1 T T T T T T T T T T T FFTI #12 x 3/4' 44SELF TAPPING SCREW (S.T.S.) #12x11/4' I SELF DRILLING SCREW (S.D.S.) fOl T T #12 x 11/4" S.D.S. (GA) (TYP) PBA -10 TO BE INSTALLED BEFORE #12 x 3/4" S.T.S. APPLYING ROOF SHEETING. SEE ROOF (AT EACH HI—RIB AT RIDGE CAPS) FRAMING PLAN FOR LOCATION. 1 PIECE PBA -10 LOCATED AT CENTER LINE ��OeRN AJ���N9� OF BAYS) , PLACED AT EAVE STRUT TO �`� �P�F` Oyu Fac FIRST PURLIN W/ 10'-0" THRU 19'-0" BAYS.,, RUN PBA -10 TO EAVE FOR BAYS OVER 19'-0 . 4 C040154 . 93UO2 ' #12 x 11/4' S.D.S. L� #12 x 3/4" S.T.S. NOTE: SELF DRILLING SCREW PATTERNS NON—INSULATED BUILDINGS. USE PATTERNS QA & INSULATED BUILDINGS USE PATTERN (Z) ONLY. (WHEN INSULATING BETWEEN THE SHEETING AND RED IRON) MORE THAN 4" OF INSULATION REQUIRES SCREWS LONGER THAN 11/4". PLEASE ADVISE BUILDING MANUFACTURER IF LONGER SCREWS WERE NOT PURCHASED. f— S.T.S. ROOF SHEET I ROOF SHEET (SKYLIGHT) (SKYLIGHT) ZUSE TAPE MASTIC AT ALL ROOF SEAMS AS SHOWN — REMOVE PAPER BACKING. 5 ROOF SHEETING (SKYLIGHT) SIDE LAP t t t t t t F CI V 11. C A0 ROOF & WALL PRIMARY FASTENER SPACING AT SHEETING ENDS, LAPS, RIDGE CAP, EAVE STRUT, SHEETING ANGLE, & BASE ANGLE. t t- 4 S (AT SHEETING SPAN MIDPOINTS.) FASTENER SPACING AT INTERIOR SHEETING. WALL SHEET (WALL—LIGHT) nrnT J.I.J. S.D.S. 6 1 WALL SHEETING (WALL -LIGHT) END LAP 17 NOTE: SOME DETAILS THAT ARE SHOWN MAY NOT APPLY TO YOUR BUILDING. REFER TO YOUR VERIFICATION FOR THE OPTIONS THAT ARE INCLUDED. 0 WEDGCOR INC. BUYER: WILLIAMS CONSTRUCTION DRAWN BY: JL CUST : GREG HUNTER 3-24-00 DESCR: 20.Ox6O.Oxl4.0 1:12 FASTENER SPACING AT INTERMEDIATE GIRTS & PURLINS. ENG. BY- t t- 4 S (AT SHEETING SPAN MIDPOINTS.) FASTENER SPACING AT INTERIOR SHEETING. WALL SHEET (WALL—LIGHT) nrnT J.I.J. S.D.S. 6 1 WALL SHEETING (WALL -LIGHT) END LAP 17 NOTE: SOME DETAILS THAT ARE SHOWN MAY NOT APPLY TO YOUR BUILDING. REFER TO YOUR VERIFICATION FOR THE OPTIONS THAT ARE INCLUDED. 0 WEDGCOR INC. BUYER: WILLIAMS CONSTRUCTION DRAWN BY: JL CUST : GREG HUNTER 3-24-00 DESCR: 20.Ox6O.Oxl4.0 1:12 CHECK BY: SITE : GRIDLEY, CA SCALE: NONE ENG. BY- P.O.# : W23851 SHEET NO.: GD3 OF 3 O 0U c 4- ------------------- NO i. ?., Z.,:. O i. -A .3-1.1 NO i. ?., Z.,:. 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