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HomeMy WebLinkAbout027-120-03602\Tea PERMIT#96-2429 MErd 'L.,• : 50`Dr: , Oroville . Neamily .027'1%iOC36� PERMIT#96- 596 MEYERhar f i. 50 Tealbro,ACIDi: Palermo Cont: x Company Iol9%���% . F' e Sprinkler/SF.' _• 1 .027-12-0=036 ,",97-1658 B, ,.MEYER-y' Richard L. • 50 Teal brook'Drive 'Orov lle - --, - a(add open deck)SF ,- 027-12-0-036 r'. ,G y 00-1212. MEYER,' RICHARD , *1 . ? 50 TEALBROOK,DR., OROVILLE , CONTR: BLUE HAVENPOOLS POOL A�/�I G :b 027-120-036' 06-0872 MEYER-NEVERS,ALETA 50.TEALBROOK'DR,'OROVILLE •'' Cont: OWNER' ? SHOPS , } � ,, ;... , •.-_ �. t !'�Y 027 "120 `036'PERMIT#96=1'40A r�. MEYER, ,Richard 50 Teal-brook4Dr..;Palermo. ` �•Ag . Exempt Permit=Stg Feed &'Equip i c � , IJ a 4� 4 s-Axv- -t a� f i C� 1� �� . !• :.•�, Com' 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 %,vuuactur Appticam: square footage: WHEELER WILLIAM C CONSTRUCTION STEVE NEVERS Building . Garage RemdUAddn 568 SUNSET DR P.O. BOX 161 PARADISE, CA 95969 PALERMO, CA 95968 Other Porch/Patio' Total (530)533-9544 FEE INFORMATION DBMSC Fireplace Pre-fab/Metal $119.00 $119.00 Balance Due: $0.00 Receipt No: B9614 - : "LICENSED CONTRACTOR'S DECLARATION- - '� _. ,OWNER/ BUILDER DECLARATION ' Contractor (Name) State Contractors License No. / Class / Expires I hereby affirm under penalty of perjury that I am exempt from the Contractors' Slate License Law for WHEELER WILLIAM C CONSTI C825940 I I the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions is in full force and effect. of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the X alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): Contractors Signature Date _j WORKERS'_COMPENSATION'DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: I have andwill maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy No. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' Cartier: Policy Number: Exp. Date: ElI certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the 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 X WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO 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 DECLARATION_ I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Section 3097, Civil Code). Lender's Name and Address Lenders Name & Address City State Zip 1, as owner of the property, or my employees with wages as their sole compensation, will do U all of or U portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or improved for the purpose of sale.). - 1, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 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 the projects with a licensed Contractor pursuant to the Contractors' State License Law.). I am exempt from licensure under the Contractors' State License Law for the following reason: ' -tetC—O PERMIT, APPLICANT DECLARATION By my signature below, I certify to each of the following: am U a California licensed contractor or U the property owner' or,(cauthorized to act on the property owners behalf'*. have read this construction permit application and the information I have provided is ' correct. agree to comply with all applicable city and county ordinances and state laws relating to building construction. }. ' authorize representatives of this city or county to enter the above -identified property for inspection purposes. California Licensed Contractor, Property Owner' or Authorized i ronmucc taivr�J rnm � , i FILE COPY PROJECT INFORMATION Site Address: 50 TEALBROOK DR Owner: Permit No: B09-0099 APN: 027-120-036 MEYER, ALETA Permit type: MISCELLANEOUS 50 TEALBROOK DR Issued Date: By Subtype: Fireplace/Wood Stove OROVILLE, CA 95966 Expiration Date: Description: INSTALL PELLET STOVE (530) 533-9344 Occupancy:, Zoning: %,vuuactur Appticam: square footage: WHEELER WILLIAM C CONSTRUCTION STEVE NEVERS Building . Garage RemdUAddn 568 SUNSET DR P.O. BOX 161 PARADISE, CA 95969 PALERMO, CA 95968 Other Porch/Patio' Total (530)533-9544 FEE INFORMATION DBMSC Fireplace Pre-fab/Metal $119.00 $119.00 Balance Due: $0.00 Receipt No: B9614 - : "LICENSED CONTRACTOR'S DECLARATION- - '� _. ,OWNER/ BUILDER DECLARATION ' Contractor (Name) State Contractors License No. / Class / Expires I hereby affirm under penalty of perjury that I am exempt from the Contractors' Slate License Law for WHEELER WILLIAM C CONSTI C825940 I I the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions is in full force and effect. of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the X alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): Contractors Signature Date _j WORKERS'_COMPENSATION'DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: I have andwill maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy No. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' Cartier: Policy Number: Exp. Date: ElI certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the 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 X WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO 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 DECLARATION_ I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Section 3097, Civil Code). Lender's Name and Address Lenders Name & Address City State Zip 1, as owner of the property, or my employees with wages as their sole compensation, will do U all of or U portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or improved for the purpose of sale.). - 1, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 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 the projects with a licensed Contractor pursuant to the Contractors' State License Law.). I am exempt from licensure under the Contractors' State License Law for the following reason: ' -tetC—O PERMIT, APPLICANT DECLARATION By my signature below, I certify to each of the following: am U a California licensed contractor or U the property owner' or,(cauthorized to act on the property owners behalf'*. have read this construction permit application and the information I have provided is ' correct. agree to comply with all applicable city and county ordinances and state laws relating to building construction. }. ' authorize representatives of this city or county to enter the above -identified property for inspection purposes. California Licensed Contractor, Property Owner' or Authorized i ronmucc taivr�J rnm � , i FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.neVdds PLEASE PRINT CLEARLY PERMIT NO. ?W f'q BIN # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name/IJ amee n `�� /��+ First Mailing Address ao q� (, J City0 State Zip �r% jo Phone S?37 y 7 Fax E-mail CONTRACTOR Name r✓ Address City S� StateCk Zip Phone D �h C� Fax _E -mai Lic.� SGI�jiU ��Jz59H0 ss C� APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X jI PROJECT LOCATION API Property Address TE-4tRzwkp� City WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: Scl FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes No Occ. Type Const. 1�¢�cfhc�al�oi 0uu�,� 4Pt 119`� Jan 26 09 07:59a William C. Wheeler Constr shipping Weight 260 abs. 380 lbs. Test Report WH 6I24 (May 93) WH 6124 (Feb. 91) _ EPA Status exempt exempt Particulate Emissions (3) 0.32 grasthr 0.32 gmsl6r BTU output (approx.) Burn Time (4) 7,000 to 40,000 lore 55.80 hrs, high 13-15 his, 7,000 to 40,000 low 40.65 hm, bigb 11.13 hrs. Healing Capacity (1) Hopper Capacity (4) Approvals Dimensions. up to 2,250 sq. ft. up t.o 7l Ibs. Ieasotlrs rero•dearance, mobile lame c, special ftaminL z - - up to $250 sq. R. up to 60 tbs. alcove, mobile home, ean•eotioml Width (D) - 481h" including !lashing 26" .Depth (A) 239x" 29" Deptb in fireplace (B) IV, — Width at Fireplace Rear (G) 22" — Height (C) 20"(3V includlog flashing) Clearances (2) Back waif (E) Side wall (P) Corner (J) Alcove _ — " - — _ — 3" r Montle (from stovetop) 16" — Specifications subject to change without notice P24I with optional Poralyn' Flashing fLsnish in glossy black {' AVAULABLE A7: T6E %;---t0CD HEST 9-; G%PA S f ARE DBA: WOOD HE -4 STO-RE LIC. 0665499 5757 SKMAY (✓ial' ISE. CAL FORWIA x5969 (996) 877.0799 Crafted with pride in America by UtlITS29MW AND t14MIW {V ",IOT1H� w'-11OCi`�"s I R.O. T4]]6 ,�.� `_. NE'R-QA-219 Steelcraftem I. Men WM OF 0.66C.. ;.+1: ., ® CST IOIwL UUII.MC e4 VINE Orm LUS *DOLT aMMMON4 i P.O. Box 24910 • Eugerur, OR 97402 wsraunno�Il�ecrlrwavgmler�res+In 530 877 4582 p.1 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds "PERMIT APPLICATION DATA SHEET" Reference Number: B09-0099 Date: 01/26/2009 Location: 50 TEALBROOK DR By: TMP Parcel Number: 027-120-036 Sub Type: Fireplace/Wood Stow Owner Name: MEYER, ALETA Phone: (530) 533-9344 Description: INSTALL PELLET STOVE The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No SEWER DISTRICTS Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 0 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS E] Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530),532-3000 ❑ Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions � �w0yther:Tal",-il y ofs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 �Q 4r �..2del- , Cd� El ❑ Other: *"When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Applicant: �� Date: 01/26/2009 FILE 01/26/2009 13:57 FAX 530 533 6949 HELEN WILCOX SCHOOL Q001 To Tammie Powell, I Aleta Nevers (Meyer) give Steve Nevers, my husband, permission to get -a -permit to put in a -pellet Stove. Thanks, Aleta Nevers -(Meyer B 0 q - a� 7q /'2 t7-/:�0r03( BUTTE COUNTY JAN 2 6 2009 DEVELOPMENT SERVICES BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060872 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS, LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: APN: 027-120-036-000 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. Site Address: 50 TEALBROOK DR PAL License Class : License Number: Map Index: Date: Contractor: Description: DETACHED SHOP (2400) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MEYER ALETA L permit to construct, alter, improve, demolish, or repair any structure, prior 50 TEALBROOK DR 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 OROVILLE, CA the Contractor's State License Law (Chapter 9 commencing with Section 95966-8293 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any - violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 06, I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: MEYER ALETA L Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt der ArticIe3 qj a Business Professions Code Owner: 1 Date: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section .3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: PURSELL, FRANK JAMES ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 2400 S.F. Valuation: $57,600.00 Census Code: Policy#: 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 the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. V Date: Applicant: WARNING: Failure to is /� /�/;� C� secure workers' compensation coverage unlawful, and shall subject a( employer to criminal penalties and one �--� �/ y�/(7 Jy1� �/// 1'/�/ �! sC/V / /' KJCJ/ / / ' / hundred thousand dollars ($100,000), in addition to the cost of J ! compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. /— c CONSTRUCTION LENDING AGENCY This permit is hereby issued and the pplicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the ResoI tions do work Indic `e abo for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) - Name: BY:Ja / /� Date: Address: PERMIT EXPIRES ON: /� (/ Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representat(1\y`es of Butte County to enter upon the above mentioned property for inspection purposes. T'vU rU�rV Signature: Print Name:y Date: AOwner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 .t S BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION "PLEASE PRINT CLEARLY" Last Name Ala a as[ rva 1 A n 1„1 Address ' & • LT City Iermv . * StateC� Zlp �S9(d' Phone 653 a 533 -8 V'I Fax 5 LOLL . . E-mail 11 e/ Ql raw APPLICANT NAME CONTRACTOR Name e /7'0 Address Lpq',57 d City State State Zip Phone E-mail Fax E-mail Planner Uc. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City d!'l0 Address Lpq',57 d City State Zip Phone Fax E-mail State License Number APPLICANT NAME Name 1 /C I/(rs �/ Address / City d!'l0 St _ Lpq',57 d Phone(_ 3o) 5.33 — �2' �/� Fax'53 3 — O,ZS/ Email67 me Lr . cc)ov APPLICANT SIGNATURE X For office use only, Zoning --�j Flood Zone Cross Street Gru SRA Yes No Occ. Type Const Subdivision Name Map Book PageT71 # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BIN # LOCATION AP# 7 /�0— 03 Property AddressS,4 City Cross Street Gru WORKER'S COMPENSATION. Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage DD ❑ Structure B ilt without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. by K6. Amount Receipt #: q5ODY6 I Date: y- 0 -O G oL4 q SIVA Sheriff SMTP t(J r,� Other 9-2 aQD Total SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. ALL PLANS MUST BE LEGIBLEAND IN INK. Residential, New,,Remodels; Additions, and Accessory Structures: .3 Site Plans, -signed -by -the preparer. N_O GRAPHPAPERJ�' ❑ .2. : 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! 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). o�8. San tation.and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings:s(A) Ivle�'Bldg Plans, (B)�Fnd'plans and ca cs in triplica a (C),Elevations in giplicatej� D) Floor plans-inFtriplicate; All of these must berstamped'and wet-signedrby the.eri eer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH -PAPER! ❑ 2. 2 ]?ata 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: 0 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 K•\Fr1RMS\R1III DING F0RMS13IdaAoolSubRamts_doc Paae 2 of 2 REV 6-16-04 • _ .. `_ � l . .. • ..1^ • .. . � 0.•+.r i - �; . .. �..,� � "�,�� Z172 - 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: f `t e`t7 E'r - NQvf rs ASSESSOR PARCEL NUMBER 09 9 -120 -t 9 l$ Proposed Building Use: war h l3 SIM Permit Technician: Date: q ' 1%7- ®C.r D Items required in ordego apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plan L3,br 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ L., 11. Hazardous Material Form .� 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Re aining items needed to issue the permit. (May require additional plan review upon receiptof t e following items.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chic6Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ 1 Erosion Control Plan Required........................................................................ �O 9. ees as shown on the attached Schedule of Fees Due Sheet .............................. r ❑ . City of Chico Plumbing permit........................................................................ 21. Site plan and business license approval from the City of Biggs ............................ 22. California Department of Forestry plan approva ❑ paid. Sent by: 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check: ............ ❑, 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑� . 29. Worker's Compensation Carrier and Policy Number .......................................... ��j//30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... `V=14 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone ( 5-x 6 ? `�2i�1 O%lr*r and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit Applicant: ,�Z�_ ZMZ4, __ �if (pr Date: 6 1. Index permit application for theabove items numbered: Plan Check Viter 2. Additional items read _ Contractor, desig r, owner)was advised of the above data by phone, ❑ mail, ❑ counter, by Date: 1 - Contractor, designe , was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date:Plans approved by: Date: Structural reviewed by' Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 TO:,. Building Division — Development Services E H USE ONLY Plot Plan Attached Floor Plan Attached sent to BoroS «\\ b -U' - FROM: Environmental Health SUBJECT: `Sanitation Clearance g n 1��iNa 11)4AL SO %�P a ✓� -=20 — lrib —31 Owner Location AP# Plan Approved for: Sewage Disposal: t� 1 Water Sup ly: Public Private Well Clearance for dwelling. Other �[ x (.e b tom) Y) )"L-A Yl-"'�l Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Building Clearance 9/2005 Date BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 Owner App Date: RECEIPT OF FEES SCHEDULE - RESIDENTIAL MEYER-NEVERS APN No: 027-120-036 Permit Type: ildifiq I'w I Subtype: 4/17/2006 Permit No: BP 06-0872 Permit Desc: ( S New 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $1,044.81 Plan Check portion of Permit Fee $417.92 $626.89 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 03 SRA* Yes Fire Plan Check - Non -Refundable $95.00 $95.00 (State Responsibility Area) Building Inspection $109.98 $109.98 - $204.98 NON-REFUNDABLE portion of fees due at application $512.92 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION 622.90 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 5632.65 caiance or ounamg r-ermit rees tTrom no. -i aoovef SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* RECEIPT DATE Tech/Asst o 4/17/06 Kourtni �bzb.tsa 6�• $5.76 1 a, UA 1 t_ Tech/Asst At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: i/��� Date: (O Pursuant to Government code Sectio 0, you are h eby notified those Items followed by an "*" may have been impos d on/ our project. You have 90 days from the date of approval of the porjectler from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 6-20 '-??-62 / • .�v�l/�rr/_Crs � �` - � ��� t ��C off' 7Z�_ ',���� � � - '1+a4 ° - . 111 - _.-,� ��,� •�°•,� � i• .. • � • Ili • � -_ . .: ." _ :_ r_ ... :. 111 . - ' '• ° ,• ° - ,- . 111 J, i Butte County DeparLment ofDevelopment selvlces 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile 4 BUILDING PERIMT APPLICATION'VYITHOUT. REQUIRED CLEARANCES I request and authorize the Building. Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: e I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained e I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans The Building Division will process the application through the plans examination process, as submitted, N ithout input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued.. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: ,Z�1V/ -rte /� /�— APN: OZ 7— 120 -03 Building site address: J-0 Q'eom-Permit No.: ?�- I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATUP APPLI T D'E 9 Copy to Applicant/EH/File Y`Forms/BldgPermirMthourClearances 020705 f paTMENr f o _o 0 I1 0 -{ < �� 0 0 coUN-y Avetic W0 Department C o u n t i J. Michael Crump, Director of Public o f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: a-P�/ Project Location and/or Parcel Number: 0 :Z% /•2U By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water .Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program . Revised 5/24/04 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 material for construction of this proposed property improvement: YES.[ NO [ ]. 2. I HAVE [SHAVE 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: PHONE:. CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following `person to coordinate, supervise, and -provide the major work: � I�I��T! ADDRESS: 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: PROPS: DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. Tl,;o vPr;fr-%t;nn miict hP rmmnletPrl anti rwhirn Prl to Mir tlf1rP kPfnrP xLP Ari- nPrm;tt P11 til;,zcm- I1 P Butte County Department of Development Services uTr ADMINISTRATION `BUILDING `GIS `PLANNING o 1' F0 o 7 County Center Drive o F� Oroville, CA 95965 (530) 538-7541 Telephone C y (530) 538-2140 Facsimile DU N� OWNER -]BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the 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 Califomia 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 your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government 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 contiibutions. o There may be financial risks for you if you do not carry out these _obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact 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 contractor 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 ars performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from 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, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code- tlk� zz N 'A TR . ......... CN......... ............ ............... ...... ........... ec.: ....... ...... Hi ................... ............ .............. Zoo, ..................... X.......... .......... . . . . . . . . . . CID E7 FL�21 I ..! ❑ / ................ ... .......... .... ....... 14 L j l ' ,1r f`y t i r i k s �c RESIDENTIAL 027-12-0-036 00-1212 PERMIT NO. MEYER;"RICHARb - - —" 50 TEALBROOK DR., OROVILLE I CONTR: BLUE HAVEN POOLS POOL c Ra SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. - FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature ✓ = OK 0 = Not OK - = Not Applicable = Not Ready. s� �� MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 7. 1. Zoning Requirements -Setbacks -Easements 8. 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. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect Date 8. Utility Clearance Date Card B-1 Date Card B-1 Date _ FINAL (Plans) OK except #`s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Pool Structure; Steel -Connections -Thickness Dead Men -Lining 1. Zoning Requirements -Setbacks -Easements Elec.; Receptacles and Lighting, Distance-GFI 2. Footings; Size -Spacing -Marriage Line Elec.; Pool Lighting; 15 Volts-GFI 3. Gas; MH Test -Demand -Valve -Connector Elec.; Enclosures; Conduit Entries -Terminals -Listed 4. Electricity; MH Test -Crossovers -Breakers -Clearances Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 5. Drain; MH Test -Fall -Flex Connector Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 6. Water; MH Test -Regulator -Connector Health Department Approval 7. Water and Sewer Connected -C/O to Grade -HD Approval Plumb.; Cir. Test -Water Supply Test 8. Gas and Electricity Tagged Light Niche 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Card B-1 Date Card B-1 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.: Columns-Connections-SDlice- Decal- Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date _ FINAL (Plans) OK except #`s Setbacks -Easements oils; 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- Pane lboards-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 (%c 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. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. 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 Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 73. 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 77. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 78. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 79. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 80. 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral Q Yes Q No 81. 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 82. 33. Clothes Closet Light -Shower Light -Spa Light 83. 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Card B-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground MECHANICAL (Permit) OK except #'s 88. 35. A.C. Ducts Insulation & Support 89. 36. Vent Fan, Exhaust above insulation 90. 37. Condensate Drain & Overflow, Size & Grade 91. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 92. 39. Attic Access & Platform if Furnace in Attic 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 Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors Card B-1 Date Card B-1 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 t jingle & Duplex) ..+a Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purlin-Doff 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 -Ratter 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 Q Yes 82. Following Instld./Drive Q Yes Q No/Walks 0 Yes 0 No/Planters 0 Yes Q 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: f 3 ,ate, 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 -/2-1 gg' O NER PERMIT NO. a 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 complete/ If you have any questions pertaining to this matter, or need additional explanation, pleaseo6ntact this office immediately. l Date / 6 6 Inspectoror a REV 10/92/' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 5387541®�� PERM MIT 0. ('Rev. 12/96) APPLICATION AND PERMIT l ASSESSOR PARCEL NUMBER '027-12-0-036 ZONING 5 BUILDING PERMIT OWNER RICHARD MEYER TELEPHONE 533-9344 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P.O. BOX 161, PALERMO, CA 95968 EST 20,000 CONTRACTOR'S NAME B HAVEN POOLS TELEPHONE 899-844 CONTRACTOR'S MAILING ADDRESS 275 FAIRCHILD, SUITE 100A, CHICO 95973 CONSTRUCTION LENDER LENDER'S MAULING ADDRESS Fireplace Total Valuation $ 0.000 ARCHITECT OR ENGINEER NEIL ANDERSON UCENSE No. Filen Fee $ 20.00 Permit Fee $ 207.00 ARCHITECT OR ENGINEERS MAILING ADDRESS 22 NORTH JUSTON LANE, LODI 95240 Plan CheckingFee $ BUILDING ADDRESS 50 TEALBROOK DR., OROVILLE 95966 Energy Plan Checking Fee $ $ PERMIT FEE $ 99 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT -00 Fling Feel 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: P o o I MASTER 503-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Fling Feel 20.00 Main Service zoOAORtES800V OR S 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. o Q License Class C S 3 Lic. No. O l' y OWNER -BUILDER DECLARATIONBAL I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUR OR ADONS. ( & ACC. BMS. SO 3.5¢Fr. NON N-RESID ' MULTI.OUTLET 97.50 POWER APPARATUS d SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q '.00 @ .50 Ex. Occup. DUX7LEE0T5 ESIp.OEA P 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 30.00 30.00 PERMIT FEE $ 50.00 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 S {'A r ,fin S Ur-Anr Policy Number tn1C. e) yL4 4 89 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply w*A those provisions. X Date _� � I D Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTKL FEE $ 335.00 HAZ. D. FEES I P FLOOD _ CDF pp pp S 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. +� 6� f 0 Te Receipt No. 294636 / $335.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT May=26-60 02:17P P.O1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75414D ERMIT NO. fRev.12/96) / 1 ' APPLICATION AND PERMIT KffSSOaFANCANUNew 2OwNO BUILDING PERMIT OWNER T Ne_ rp SO. FT. OCC, BUILDING VALUATION ow MwNo ApoaEu CONTR=7 R WAN 00 afam ADDRESS r CONSTRUCrIdNaNDER1 Fre Inca LENDER's WINUND ADDRESS Total Valuation = ARCHITECT NE LICE'SENo. Fitina Fee _ S 20.00 Permit Fee N ADO s ARM1T Z $g � su&0NOADORESs Energy Plan Checking Fee L $ PERMIT FEE _ {OT No. 8u8DrVG10NSNAME PARCEL NAF PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF O Duplex O Mobilehome O Other sFEGF4 Solar or heat pump water heater 23.00 Water piping 15.00 1 Each gas water heater or vent 15.00 TYPE OF WORK Na`�Addition 13Remodel 13Utilities ❑ Installation O Other O Describe Work: S 0 Gas piping system 1 - s outlets 15.00 Buildina sewer 15.00 Mobile Home I S I G W Q20.00 PERMIT FEE _'2 - ELECTRICAL PERMIT Filing Main Service ,0 - oR -s:s Fee 20.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of ChapterNM 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in U ce and affect License Ctass Lic. No —7 f.— WNER-BUILDER I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: O 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. O 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under See. . Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: p 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 permh is issued. My workers' co ensation 'nsurance carrier and policy number are: Carrier L"a /U Policy Number (�J (rho above sections need not bei completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) O 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 shah forthwith a ply a ions• X Data Signature of Applicant - nor ontractor Agent An OSHA permit is required for excav i ' over 50" deep and de olition or construction of structures over 3 stories in height Main Service 20" To 100" 48.00 corar. aA+Euy+D ocaw.so Oa ADONS. a ACC. 6iDs. 3. so;;., CONST. Num ovrurr ►uwaow. Q7.50 :. Occup. oVrL T OR M-TIAES m0 '00 sAL .50 FurEo AwvS. oR 5.00 Ex. Occup. ovnETs R60 Ew Temporary Service 25.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES f Moble Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TvvE TOTAL FEES 3 ,+„i 1 0 , ES I wF I RMD I CDF FMICEI Fo "D SsuE This permit le hereby issued under the nppficeble of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions t0 do work paid. +A rR"ptNo. WHITE•D.D.S.-8.0. CANARY•ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION . 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL ER:,0 `]—� ^ 0316 Proposed Building Use: Building Inspector: Date: S O At time of permit appLcation, I was adv' d the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- E17. Statement of Intent for Non -Heated and A/C Buildings. ----`=ti ---------------------------------------- 118. Hazardous Material Form.--------------------------------------------------------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .-----------------= ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ood elevation certificate. ---------------------------------------------------------------------- tation and plot plan approval Health Department. ----------------------5-- City of Chico plumbing permit.-----------------------------------------------------------------: ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. 1:119. Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). --------- 0 22. Workers' Compensation carrier and policy number. -------------------------------- ❑23. Owner -Builder Verification (Given to -'owner ❑, Mailed to owner EI) - ----------- 024. Letter of signature authorization. ------------------------------ 0 2 5. -----------------------------❑25. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. -------------------------------- ❑27. Manufactured Home utility clearance. ------------------------- 028. Existing violations and/or expired permits. ------------------- (Date) I 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 1�029 Other: 1 G1 J't, Sa I C £1cc . z ------- ;n you is e rmit rQce�s llows ❑ Mail to owner, a twcontractor. �� U�Telephon ('� (� and hold for pickup at C'� o`ffi • e 'ver with inspector. V Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, o Fire Department, ❑ Air Pollution Date: By: ' / Copy of plans sent ❑ Health Department, o Fire Department, ❑ Other Date: By: 1. Index permit application for the above items numbered: rW Plan Check List 2. Additional items required: = ontrac or gner, owner, was advised of the above required data by)fphone, ❑ mail, ❑ Building Division counter, by Date:�'_ CD Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, 11 Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, o Building Division counter, by Date: Plans reviewed by: 4 Date: _`i. CV Plans approved by: Date: 4 el Sets of plans on hold i;rO Plan Cabinet, XA.P. folder. Note transfer by: Date: CO Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY + Plot Plan Attached= »y Floor Plan Attached Sent to B.D. LTJ TO: Building Department FROM: Environmental Health tjA SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal------ Water Supply: Public Private Well Clearance for dwelling. Other L/ Xz-- Hold final for: ' Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 S 5�- 3 Date 1V Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. COMPLY WITH ITEMS INDICATED BELOW , ❑ This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ■ All structures and equipment including overhangs shall be clear of all easements. A setback of 5' from the side and 5' from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ■ Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 1 of 1 BUTTE COUNTY BUILDING DEPARTMENT A P P R 0"' V E U"" Owners Name: Richard Meyer Building Permit Number: 00-1212 Plans Examiner: Glenn Gibbons RESIDENTIAL 027-12-0-036 __-----------w.___---_____� MEYERs Richard L. 97-1658 B 50 Tealbrook Drive (add open deck)SF Orovllle PERMIT NO. O /tof rA.7/ PERMIT EXPIRES i =, 151 OWNER CONTR. ASSESSOR PARCEL - S> / (LOCATION i lel . w �4 15 Back deck pie/6 ®ac k rleGk o'Vb iv Y- b }i I� Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service i Called PG&E JOB FINAL (Date) Signature s V=OK O = Not OK Not NotRepady 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-Fail-C/O-Goncrete 4.. Water Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /AmpC4ncrete 6. Gas; LocatiorrTest-Wrap; / /'LYL / /Nat or/ / L'tL/ /LPG 7. Well Clearance 8 Disconnect 8. Utility 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; Sim -Spacing -Marriage Line 3. Gas; MH Test DemarKWahe-COnnectw 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Testfali-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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date KS, COVERS, CARPORTS, GARAGES(Plans) 'OK except #'s -77 1.-Zmlrng Reg0terhents-Setbacks•Easements Foo' s; SoiisSiae4D ti -Sp ck g-Connecbrs-Steel ' Girders and/or Joists-Decking-8radngStairs-Rails 4. Wood Awn.; Posts-Bearn&4fts.-Connectors Shfh i-ft.-Bradng 5. Alum. Awn.; Columns-ConnectionsSplice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric B. Frmg.: ' s-Anchors-Studs-Rftrs-Trusses 9. Sid' ; Nailing -Veneer -Stucco -Mesh 1 oof; Shthg-Roofing Ext; Step&Ooors-Landings 2. Braised Wali.Panels Dard B- pace Card B-1 B-1 Da Card B-1 Date S (Plans) OK sept I s 1. Setbacks -Easements : 2. Soils; Compaction -Structure' Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pod Lighting; 15 Vdts-GR 6. Elec.; Endosures�Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5-Cinculating Equip. -Heater 8. Elec.; Grounding; Equip. wffl Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card 8-1 Date Card B-1 ✓ = OK O = Not OK - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd.-/ /` Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ /' Ftg. Depth RESIDENTIAL (Single & U01a.) Date 4. Ftg. Porches & Decks; SoilsSteel-/ P Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 47. 6. Stemwalls, Garage; Steel-BlockoutsaNrapped 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 6a. Hold Downs and Special Anchors 7. Slab, Steei-Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test Stairs; Width -Headroom -Rise -Run -landing -Fire Protection 12. Electric Underground Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 13. Plenums & Ducts; Clearance -Material -Support -Ins. Siding -Nailing Veneer 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 15. Access & Ventilation Glazing Area -Glass Protection -Skylights -Plastic 16. Insulation Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels Date 61. Card B-1 Date Card B-1 Date 62. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date 17. Water Htr.; Vent -Access -Combustion Air Baffle Card B-1 Date Card B-1 18. Water Pipe; Test & Anchor -Nail Protection Card B-1 Date Card B-1 19. D.W.V.; Test Fittings & Anchor -Nail Protection FINAL (Plans) OK except #'s 20. Shower Pan; Test, First Floor -Tub Access Ext Steps -Door & Sidelight Protection -Landings 21. Test Tub & Shower, Second Floor -Tub Access Smoke Detector 22. Gas Pipe; Sure & Anchors Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meeh. Protection 66. Date Card B-1 Date Card B-1 Date 68. Card B-1 Date Card B-1 Date 69. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GA 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size/ / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect Elec. Receptacles in Garage (G.FI.)-Romex Protection 32. Equip. Clearances Panels -Motors -Meeh. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 81. 34. Smoke Detector 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No Date Stucco Brown -Finish Card B-1 Date Card B-1 Date Unit Disconnect, Electrical -Plumbing Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Water Well, Disconnect, Electrical, Plumbing 35. A.C. Ducts Insulation & Support Exterior Elec. Trim, G.F.I. Receptacle -Underground 36. Vent Fan, Exhaust above insulation Ventilation Throught House 37. Condensate Drain & Overflow, Size & Grade Glass Protection 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet Corrections from Previous Inspections 39. Attic Access & Platform if Furnace in Attic Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Date FRAMING (Plans) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors Card B-1 Date Card B-1 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Card B-1 Date Card B-1 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 Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purtin-roff Brac.-Truss-Shfing.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meeh. 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 & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meeh. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No W. Stucco Brown -Finish 84.A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: '4"'�•nE,�:3[�e�sr�'seT.9'-"°"q�C�i�'aw^'*iP' ?is =C+�c i1�i"T.Tr."� ��+rra�+"..'xp�r.�o.ar-..... :w--sa..,.,.. .., COUNTY G-UUTTE _ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 `f 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ,., OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is ;4..: completed. If you have any questions pertaining to this matter, or need additional explanation, please co#ct this office immediately. L.4 i b,,.! s '6- � N' F T k Yen el COUN,TY O"UTTE "> BUILDING DIVISION t DEPARTMENT OF DEVELOPMENT SERVICES .4 411 Main Street • Chico, CA • (530) 891-2751 t 7 County Center Drive • Oroville, CA • (530) 538-7541 4 CORRECTION NOTICE OWNER - 4 IJ�a,�illlr►[�a 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, lease contact this office immediately. REV 10/92 W L"%UNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO� (Rev. 12/96) APPLICATION AND PERMIT %7 Iles ASSESSOR PARCEL NUMBER K27-120-036 A5 ZONING BUILDING PERMIT OWNER H L. MEYER TELEPHONE 533-0251 SO. FT. OCC. BUILDING UATIO 392 OPEN DECK 2744.00 OWNERS MAILING ADDRESS 4 20TH ST OROVILLE CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER BUTTE SAVINGS LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 2744.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 35.10 BUILDING ADDRESS 50 TEAL OK DR Energy Plan Checking Fee $ $ PERMIT FEE S 109.10 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF lQ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat'pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition IR Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: OREN DECK R. B P 996-9499 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 EOOV OR LESS Main Service zooA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Laws& the following reason: E1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING Occup. OR ADDNS. ( & ACC. BUDS. so 3.5QFT. CONS NON-RESDT BRANCHI CUTS @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occu OUTLET OR FIXTURES 20 @'.0° BAL o .50 Ex. Occup. oT uED A RES D.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation � f one hundred dollars ($100) or less.) 211 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 orkers' coimpqnsation provisions of section 3700 of the Labor Code, I shall rt ith co I a'itthos provisions. (�,, Ack, X _._ __Date YJ ( dj 7 _ Signa ure of Applicant - Winer ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee s Energy Inspection Fee s occ CONST. TYPE TOTAL FEE $ 109. 0 HA2. ,r D. FEES IMP FLOOD COF PAR L PD HD UE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Dale Receipt No. 7_2_!M16 WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Q.. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 1 PE? -, IT NO. (Rev. 12/96) APPLICATION AND PERMIT y �'��y ASSESSOR PARCEL NUMBER ZONING i 7 14S BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS I Z CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 06 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS / Energy Plan Checking Fee $ O PERMIT FEE _ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SFW�,,,Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Additionll Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: \ �q Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home IS I G I W @20.010 PERMIT FEE t ELECTRICAL PERMIT Fling Fee 20.00 Main Service a00V OR LESS 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 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 I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 3 Ate, BLAS. 3.5QFT; REOSINEW D. MULTI.OLJTLET @7.50 OWER APPARATUS 8 SINGLE OUTLET C1 R. Ex. OCCU OUTLET OR FDfTUREs BAS @':0050 Ex. Occup. D E PP,6.)LNS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE i MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE TOTAL FEE $ HAZ. D FEES IMP FLOOD COF PARCEL PO HD I ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. ate Receipt No. ? Vdl=M& - WHITE-D.D.S.-B.D.ICANARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT :.i.,fy;��,,,�.�.�y�,,,�rrn"`'�*�7rr�1.r'_..A�y.,�:�ti/'I yr�,+�`"'2��...y�F.?�:,ir�,_, Sir.. +,ik'•`�+�"M"aJ �E �� �^ ���.. y,�.ybrt � 9}j.tjr�w,�..,i. F'-ly.."-wf��r. ' � r;f �4 � r_. � K^ra� �` 1{ Sh �..4J' iwi�.0 ►.iwfi.-i ?,�; 1 s 'COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: -� _yy(o ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 111. All items have been submitted .------------------------------------------------------------------------------------- 1• Plot plans 9 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- D10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 1' . California Department of Forestry plan approval/fees. --------------------------------------------------------- 1 .Flo evation certificate. ---------------------------------------------------------------------------------------- S tation and plot plan approval Health Department. ------------------------------------------- 0� ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. ------------------------------------------ 025. Recorded copy of Agricultural Acknowledgment Statement. ----------- 026. Letter of intent on building use. -------------------------------------------- 0 27. Manufactured Home utility clearance. ------------------------------------- 028. Existing violations and/or expired permits. ------------------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. 96Telephone <et3_�r' 0% SI and hold for pickup at=ollution",_ ver with inspector. (n c plicaDate:(0 Copy of Haz-Mat form sent ❑ Health Department, ■ Fire Department, ■ : Ey: Copy of plans sent 11Health Department, ❑ Fire Department, ❑ Othe Date,: By: 1. Index permit application for the above items numbered: / El Plan Check List 2. Additional items required: - Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, 0 A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building ivision. E.H. USE ONLY Plot Plan Attache Floor Plan Attached Sent to B.D. 0 TO: Building Department 1 FROM: Environmental Health SUBJECT: Sanitation Clearance Owner �— Location —� AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: nvironmental Health Specialist 8/96 t 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 major labor and materials for construction of the proposed property improvement: YES NO ❑ 2. I HAVE—HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. 1 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 SIGNED: L11 11 PROPERTYOWNER: SOCIAL SECURITY NUMBER: � DATE: 6 A q c � Z 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. OVER OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted inyour 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 material-- and aterialsand other costs) is 5300 I.-mcre. 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 cant' out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information aboutyour 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. rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Orvner Builder Information is required by Section 19830 of the California Health and Safety Code. OVER pv (D ct, t.". ra cap cw 0 .- I.ce VA J3 c: -j m. Z, pv (D ct, t.". ra cap cw 0 .- I.ce VARIES o v 3(0" MI O m C-) 7< W a q 'to MAX. _ -11 ru A �I ;may p N • r -a x C> •� � N II � I -n A GN 36"MIN. STAIR -- r W I DT4 7q 419 � c _ y X k BUILDING DIVISION _COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SEA 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965- TELEPHONE: (916) AGRICULTURAL BUILDING EXEMPTION PERMI Agricultural building is defined as follows: Agricultural building is a structure d implements, hay, grain, poultry, livestock, or other horticultural products. This habitation or a place of employment where agricultural products are proces place used by the public. P 7101T NO. �Oed and constructed to house farm ructure shall not be a place of human treated, or packaged, nor shall it be a ASSESSOR PARCEL NO. 02-7- 11 V ZONING OWNER t al/� L_ /� E�E►2 PHONE NO. g c� X33- 02 5 OWNER'S�1DD$ESS ,� O O OL) J I E LOCATION/ OF BUILDING ( n O Tect I bP_ 00PQ ud� �e`V C-1- USE F�D�<G. NIMR / SIZE OF STRUCTURE 9-2 ' 4 x __Z,_2- :_ SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME L STEEL CONCRETE OTHER (Specify) TYPE OF IDING �1 gy�1 � �yY�Z S I, j. ROOFCOV NG (_0K ��N -eS FLOOe e fiTYp,�, e ESTIMATED COST OF CONSTRUCTION $ i QQd- AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: ��✓✓ r - , - 1 r J5 /`� FRONT /Wtvt SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from,a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to co ly ith the a ui ements in effect at that time and before occupancy. 99 Date % Signature of Owner Permit Fee - $60.00 The above described AG Building is exem t fkom a building Dermis Receipt No. 9,090 749 Manager Building Divisio - By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date'- �� -t. RESIDENTIAL 1027-120-036 PERMIT#96-2429 'MEYER, Richard L. i> 'SO Tealbrook Dr.,Oroville 1' 'New Single Family 4?7Af 5W VI/11 4017— .�- �tr y:. yr OFFICE COPY r. Address s GAS n Meter By Dat S E C Met Meter By Date ELECTRIC 2 Meter By /�� Date a JOB FINALED (Date) Signature �y V=OK O = Not OK '=tApplicable tReady 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/0 -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location-Test0rap; / 11211. / /Nat. or/ / L"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility 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 d 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GA 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal wl&-Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = Not OK RESIDENTIAL. = Not Applicable * = Not Ready E Date �� " UNDERFLOOR (Plans) OK except #'s o ' gSetbacks-Easments-Flood-Slope Ftg., Main; Soils-Elec. Gmd. /4�7 P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P' Ftg. Depth 4. Ftg.,Porches & Decks; Soils -Steel-/ P' Ftg. Depth �>rStemwalls, Main; Steel-Blockouts-Wrapped Stemwalls, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors Vers -Fireplace Ftg.-Steel 10:W.V.; Fall -Fitting -Test -2 Way C/O- � 1V ty. Gas Pipe; Size Anchors and Gas Piping; Siz V. Iectric Underground 1 ienums & Ducts; Clearance -Material -Support -Ins. vders-Sills-Anchor Bolts-Joists-Vents-Crippies K. Access & Ventilation 16. Insulation Date O A and B-1 Date Card B-1 Date Card B-1 Date Card E-1 Date PLUMBING (Permit) OK except #'s 1 Htr.; Vent -Access -Combustion Air Baffle ater Pipe; st & Anchor -Nail Protection 1 D.W.V.; ittin or -Nail ection 20. Shower Pan; Test, first Floor -Tub Access 21. Tit Tub & Shower, Second Floor -Tub Access 2KGas Pipe; Sixe & Anchors Date -A,01 -Q? Card B-1 Date Card B-1 Date / Card B-1 Date Card B-1 Date ," ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection & Switches at Doors aFf Si oxes & No. of Conductors Stapled ex Installed Close to Edge of Studs & C.J. E . Ground made up w/Mech Fastners-Bond Gas & Water ,a -Appliance Circuts in Kitchen & Conductor Size GFI ubfeed Wire Size /35CYga. Cu o AI- .C. Wire Size l fO / g Cu r Al "anhe Circr/ A / g rr r AI -Oven Circ. / / ga Cu or Al In lated Neutral v® YES' 0 No ce-Riser Conductors & Ground -Main Disconect Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light Smoke Date��t}'>a Cj"j Card B-1 P4— Date Card B-1 Date Card B-1 Date Card B-1 Date ECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support Ven an, Exhaust above insulation 3 prSdensate Drain & Overflow, Size & Grade */Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet 3.a_.A1tcA.eess_ Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date and B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Xs Proper Materials & Anchors I s Studs -Nailing Spacing & Braces -Plates -Sound e ring Walls over Girders & Floor Nailin Z 43. r Stop in Walls (rat proof) re Stops, Furred Ceili 29s -St ' s -Chasers -Tubs Headers & Beams- Vi e ri (Single & Duplex) Date FRAMING (Continued) UAWRangers-Post Caps -Anchors -Connectors ling. Joist-RfV. Ties-Purlin-roff Bra .-R replace Ties or 11 A Flue -Fire ce roat clears c A ' Access; Romex ection- raft St ns affles 10e4drm. Windows or Exiting Doors -Sill Hgt. & Dimensions ing eny ON F -11`905-n Openings Sbe'Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits Pqlsvi,room-Rise-Run-Landing-Fire Protection W. PWikocd on Roof Overhang -Attic Vents -Rafter Outriggers Siding-Nailinq Veneer 57. 02!Gcco Mesh -Drip Screed -Fd. Vents-Underflr. Access W Glazing Area -Glass Protection-Skvliahts-Plastic Wall - Qj!Infiltration-Walls- Windows Date Card B-1 Date Card B-1 Date Ca B-1 ate Card B-1 Date FINAL (Plans) OK except #'s Ext Steps -Door & Sidelight Protection -Landings moke Detector urnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection edroom Exiting 461- G.F , & Bath Fixtures & Eley & Subpanel, Breaker Sizes & Labels 66T -Stairs & Rails ove, earance-Hearth.x/orf Elect'. Outlets at Wood Panel, Int. & Ext. at Wood Panel, Int. & Ext. p,7ff- Ifif.Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance �l} Elec. Outlets & Recepticales at Kit. Counter arage Fire Door; Swi Landina-Closure Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In a e; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location 78. es in arae G.F.I. -Romex Protection I n -Foam -Looked in Attic and rails & Deck Construction -Post Caps FdQVFFICra-0*0666rDrainage & Wood -Earth l Looked under Floor n Yes 82. Following Instld./Drive 0 Yes /Walks 0 Yes :minters p YVL Ww ¢g, -A -C. UJr iLDisconnect, Electrical -Plumbing ��AwApove Roof, Plbg-Appliance-Fireplace-Clearance to Openings 1�,S� er Well, Disconnect, Electrical, Plumbing v E or Elec. Trim, G.F.I. Receptacle -Underground Vegatfation Throuqht House C -W Glass Protection Corrections from Previous Inspections st-Meters Tagged, Gas -Electric AVKater & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date ., Card B-1 _Date Card B-1 Da Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 'L',.c:w•..:r-a�.r��``��4"'�;.''ts,�•'b•C:/�C��;'in-G;� •_ -- a- ,.s _._.. �.,_.�..,.�,. r.-cAi,,,,�,.,�^ti. ti t.9 COUNTY OF BUTTE =.'y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES - - 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 = 40 CORRECTION NOTICE - y WNER PER IT N0, rj 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 iscomplete A you have any questions pertaining to this matter, or need additional explanation; please ntact this office immediately. W E .� .'tea � ✓� . Date Inspector REV 10/9 rw� COUNTY OF BUTTE ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES. - 411,Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 r OWNER j PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation,. please contact this office immorliataly ♦I i 1 _ J � InspectorDate REV 10/92 COUNTY OF BUTTE BUILDING DIVISION 1 DEPARTMENT OF DEVELOPMENT SERVICES, 7 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA. - (916) 538-7541, CORRECTION NOTICE .:a as9. PERMIT NO. .� A routine inspection indicates that the following violations of Butte County Ordinances exist at r' the above address and should be corrected. Please notify this office when correction of work is completed. If you have/any questions pertaining to this matter, or need additional explanation, please contact thi fice immediately. Tj1 r 004 Z/a 4.4 .i [� 1 Date %�- ! % lInspector REV 10192 T.`.y-.erg-�-Ar^�{" x S~��`� � f �'j�'At'lt ,�� �' � ir+►¢�} COUNTY OF BUTTE BUILDING DIVISION L DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date 19- � — 5;�' % Inspector , S 5 PZ/ B_ REV 10/92 w'► CERTIFICATIOiiI OF INSULATION ^ -ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS t'f t 'a � LOT x ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691•LIC. #202026 -LIC. z. ❑; 1453 GARDEN HWY., YUBA CITY, CA 95991 #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 �` ,t�`��� ' } ❑ P.O. BOX 1631,.RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED " -"ts,'i .d. t - �. _ .,n, f?•r"•. y.'-a:r _ �....�.. M .x , Hi A.. , �. ':.A b. i.•+" •.t s' a�^ } ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS - FORM FORM FORM BATTS, BATTS & BLOW BATTS • MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D MANUFACTURER'S PRODUCT I.D.. MANUFACTURER MANUFACTURER MANUFACTURER BAGS t: _ R•- VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS �X t KNEE WALLS IF R -VALUE IS OTHER THAN WALLS,A OVE •, - • MATERIAL FIBERGLASS FORM BATTS R VALUE�' l �1• �r MANUFACTURER°" • 4'V4C ey. �' -... 1"`"OCF�"""•� AIR INFILTRATION SEALANT MATERIAL --�•-:.•;,.�..,-..�-•....gyp: •....:.+.a.� „tee, �-..•......� ♦�«w „ .,.-3.,, .,i �ti � ... '. :Y' -•.r' .•c- rt. J.M' •'r _^. !N•N ..i MANUFACTURER _ _'�+i.•;•w..+tM•;..! y .�i.�........J., .... ..�....� i.•-"".•i'.W Ve ;-�l_Y•v.°-r,�„�,�`r+�"..� W H 43 ACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IU.CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. SIGNATURE ULATION CONTRACTOR TITLE MANAGER "�' DATE ' !Yt �� ! �•;, SIGNATURE -GENERAL CONTRACTOR TITLE DATE ' REMARKS: SIC -303 ATTIC COPY . AM, .. i. AAAM. r-Fra." 14 :. ... o ' S: �_ C erficate ` C onrmance- Certificate 4 i 8 7 THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products::: . -identified below and marked with a collective mark of..American Wood Systems (AWS) were manufactured in accordance with the specifications indicated below... F ' ANSI Standard A190.1-1992, for Structural Glued Laminated Timber , Proof loaded end ,joirrts WESTERN WOODS Job Name _ JCI I C 0'' C A' ot /�• Customer's.OrderNo. 60.��11: Date4 02—* 21-97 Mtgr'sOrderNo 57-66?_9 •. moi. =�. e•fi _S"7-,Q if•i?-1 A /Nidi rse :our i _ Techiiic-a:l, Dir ec't.or` Signatue Title _. Company, u Address Willamette Ind. w Vaghr; i''•O1,r,-:�;on p � Date .a..-._.-w.....:.:..:1..:.,J:r..7._:..•r.s:, ,a-:..I:: a�. ,. ..1... •e-f�:...r._-r•.�. ,.. .. .a. ... ," ... I, .. .. .. �.: , ., , .t. .... .: �: `1`.. IT IS HEREBY CERTIFIED that the structural glued laminated timber production of the. above-.....,,... named:manufacturer w�ich carries a collective mark of American Wood Systems (AWS) is,subject; .:: ; to regular..audit by. American: Wood Systems, such. audit consisting of the inspection.. with reasonable frequency'of:the manufacturing process, mith:adequate:sampling to verify'the quality of':' glulam construction and the adequacy of glue bond. .:-= �•�`,N W 000 14N 10 V Ch m ;Thoas G. Williamson. Executive Vice President GJQ /:r AMERICAN WOOD SYSTEMS -A RELATED CORPORATION OF APA COUNTY OF BUTTE- DEPARTMENT dP DFVEL•OPMENT SERVICES - BUILDING DIVISION 7 -County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 ��PE APPLICATION AND PERMIT 'ASSESSOR PARCEL NUMBER 027-120-036 ZONING °XX a5 BUILDINGPERMIT OWNER RICHARD L MEYER TE LEPHONE 533ONE SQ. FT. OCC. BUILDING VALUATION 2293 R 123,822.00 OWNERS MAILING ADDRESS 1624 20TH ST 9 9 coy 1,287.00 CONTRACTOR'S NAME O1 �.�•LR TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace 1 T CONSTRUCTION LENDER BUTTE SAVINGS UNKNOWN ,900.00 Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 7 721-00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 46 9 95 Energy Plan Checking Fee $ 93 0 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 50 TEALBROOK DR PERMITFEE $ 1235.95 PLUMBING PERMIT Fling Fee 20.00 OROVILLE Each Trap 8 1 7.00 56.00 LOT NO.'S SUBDIVISIONS NAME 123L AP Solar or heat pump water heater 23.00 Water piping 15.00 15.00 USEOFSTRUCTURE SF )p Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New If Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: — Mobile Home I S I G W 1 @20.00 PERMITFEE S Contractor ELECTRICAL PERMIT Filina Fee 20.'00 Main Service OOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law Prthe following reason: as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADONS. ( 8 ACC. BIOS. ) SD. 3.5¢ FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATLET US ) & SINGLE OUTCIR. EX. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 BAL Q .SO Ex. Occup. FIXED APPLNS. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE = 123.25 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling 157 Ou Hood 6.50 Ventilation . PERMITFEE $61.00 Contractor 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.) [/ 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 m nsation provisions of section 3700 of the Labor Code, I shall corn wi h t s provisions. ^� �� Date r� A—reican - Owner ❑Contractor ❑Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. aQ Mobile Home Installation Fee $ Energy Inspection Fee is 46. UU Occ R3 CONST. PE V TOTAL FE $ 602.20 I HAZ. I D. FEES I IMP FLOG I COf PARCE PD I HD 6SUE This permit is hereby issued under the of the Butte County Code and/or indicatedabove for which fees have By PERMITEXPIRESON Z �. applicable provisions Resolutions to do work been paid. �y Date /� (Date) Receipt No. 206679 — 572.95// �0a9,aS— WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 7r �Y.. -. y✓ �.. ,,:;tp�''M1� �,, q,.a�.�in_.., n•--; *v...a•^-+tir.-. ,...,,.,,..r,vV:.,r.,,,,,`�rr, `,....F.Sr„�rr..�..�. COUNTY OF BUTTE -DEPARTMENT OF`DtVEE1OPMENTSERVICES -BUILDING DIVISION - .06 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER Z, A. P. No. 02 ? — 12 (6 Proposed Building Use Building Inspector j2A 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 . ........................................ Plot plans, 3/4 sets, signed by preparer of plans. c � 3. Complete_plans, 3/4 sets, signed by preparer of plans. 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 10�g L79 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. ..yStatement of Intent for Non -Heated and A/C Buildings . ..................... . ngineered truss details and layout in duplicate (required prior to plan check). .... Mobilehomre d t a rpanufacturer's installation instructions, 2 sets. ........... Fees of $ / v J , . .............. . . Impact fees as shown on attached schedule. .... C�-- California Department of Forestry plan approva fees. �Flood elevation letter (100 year floo by California ngineer................... y4:?Sanitation and plot plan approval'”' Health Department. . !1.......... 3_ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. -4 17. Planning approval for (A) Use: (B) Parking: Contact Land Development about (A) Improvements (B) Drainage. . Driveway permit (construction approval required prior to occupancy). .. . iesf- 20. Pre -inspection for Pnansaeo"rege required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification). .:............ 22. Certificate of Workmans Compensation Insurance . .......................... 905- Owner -Builder Verification (Given -to owner Mail to owner ............ Recorded copy of Agricultural Acknowledgement Statement . .................. ,_� 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . .......................................... . 29. Documentation of legal access . ..................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . 31. Existing violations/expired permits . ...................................... 32. Pkisi check list. ....... , ......... . /y // t r . . 33. �����-- � z aD r,- ccu �" I'�', � r �0'� �ca.�'�i c.► � ".. .� !^Q SSr OT - 34. (/ ✓`�9' T When you issue the permit, proceps as follows: Mail to owner. Mail to contractor. Telephone ��3'o and hold for pickup at �w office. Deliver with inspector. Other Parcel Creation Acreage / AApplica Date/ 7 OCT Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone'— mail Contractor, designer, owner; was advised of above required data by _ phone _ mail Plans checked by Date Plans approved by --. Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works .Counter by _ Date Counter by _ Date �a Date xPor -61,5 �• . Y`'= E.H. USE ONLY ' � Plot Pian Amached Fl. Plan Amxted Seat to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 5() a K DrI'yc 0S) . 7 --0cS(Q Owar Location AP# Plan Approved for: Sewage Disposal X Water. Supply: Public Private Well .k Clearance for Lbedroom ome. Other Hold .final for: Final clearance 0. K. for: NOTE: Q L Environmental Health Specialist Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER - PROPOSED BUILDING USE 4) e., -J SF REC. A. P. #- 0 DATE 2 # DATE REC SCHOOL DISTRICT FEES, ; / c (paid at District Office) � h8 2. SHERIFF FEES (paid at Building Division) �r�\ Residential...... x = 7 6 2L13 unit amt. Commercial (sq.ft.). x =$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x _$ #units amt. Commercial (sq.ft.).. x =$_ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES _. $400.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) WATER TENDER FEES ALION # ) $200.0 paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE r O.B.-1 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 unnecessarydelay 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 majorla or and materials for construction of the proposed property improvement: YES[t NO[ ]. Z. I HAVE[Lr HAVE NOT[ . ] signed an application for a building permit for the proposed work. - 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: 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: PROPERTY OWNER: SOCIAL SECURITY NUMBER: DATE: 1-7 0 Ct ('P NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. May 1995 This verification must be completed and returned to our office before we are permitted to issue the permit. - 2.26 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the 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 risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 S38 -a 3oc� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) y r r s School District Building Department No. ,A.P.Number 02.7- /2o -o36 Jurisdiction: 0 City County h :Property, Owner r Property ;Location/Address Subdivison Residential Development Commercial/Industrial oy�, - ao7 D 12n jlnYo�y - Lot No. ET 0 Sq. Footage 3..2-q 3 No. of Living MHI Addition (Group R) Units 0 Sq. Footage New Addition (Including Exterior Roofed Areas) Z54 Building Departmgbt Representative DDTT h (Floor Plans reviewed by School District Personnel) IDt ct Identificatio1.19.7 0 0 8 6 a (JCX1L� chool District certifies th / (Applicant) ki (Stre d�re s) / (Phone Number) (City) (State) (Zip Code) 1 ♦ --- has comp with the requirements of Resolution No. /0 by payment of $ 41 2 r representing square feet. AB 2926 FULL MITIGATION School District Representative Date Paid by Check # Remarks: Bank Number Paid by Cash 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) feeformmkl (11/94)dmm Ll LAND DEVELOPMENT -aa•g3y�-a7c;!+rsiYv�1:�"4i`: .,. •. tii�"�'�`-�.1�� ffu'7 e'm1G4d`a8--'— BUILDING/ENVIRONMENTAL HEALTI� - PERMIT CLEARANCE Building Permit No. N - 0.,i,•.,• OWNERSA.P._ �-" NAME: NUMBER: iFUNT LA3T F=T p fS �f Go w► IBJ, IjowN Z //��9 7 COUNTY ZONING DESIGNATION: FLOOD ZONE: FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: �RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: TEA�i3/'tao,� p�Q, DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMM ENTS/CONDITIONS: MAP INFORMATION: 22 DATE OF RECORDING Co /Le /� I LOT BOOK ! 23 PAGE 3 COMPLIANCE WITH OLD SUBDIV SION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES V, NO . IF YES, MARK APPROPRIATE ITEMS) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from X6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. _ 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be the amount � dry '. as stated in the Oroville Area Traffic Mitigation Fee Agreement. Psyme+nt to be madle to _ 15. All new residential buildings shalt be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. k21. �� I'Z3 22. 23. 24. 25 26 "AI41N31Nd013A30 aNr 31111810 UNC100 1661 03J ®ani.3a.3?j LD 7196 C:%wPS I TORMS.K%BLDGPERM.CLR Job number »E96076 9:35 AM 9/20/96 Structural calculations for. Project >>Meyer residence Plan >>Custom Name » Endeavor Homes Address »Butte County, California Architectural Engineering Specialists 20 Constitution Drive Suite A Chico, California 95926 (916) 895-1125 (916) 89370532 Fax . Note: Reference plans by others. No judgement or' opinion is rendered or implied.regarding aspects of this structure not specifically noted herein. ARCHA g,� No. 18693 �:�A� REN. ��- tc' V7 File >LATDATA3 Cq 2:58 PM 9/18/96 Rev 8-8-95 Wind pressures on structures Description >>Meyer residence WALLS Exposure > B Windward walls .80 Importance factor > 1.00 .0094 .0100 Basic wind speed > 80.00 mph qs > 16.40 psi Roof pitch- > 6.00 in -12 8 > 26.57 degrees PRIMARY FRAMES AND SYSTEMS .0132 .0143 .0154 . Direction .0179 Ht. <0'-151> <201> <251> <301> <401> Assembly description Ce .62 67 72 76. 84 ridges away from ends of building 2.00 .0203 .0220 .02360249 .0276 Upward 3 Cq WALLS Windward walls .80 .0081 .0088 .0094 .0100 .0110 Inward Leeward walls .50 .0051 .6055 .0059 .0062 0069 Outward Total wall .0132 .0143 .0154 . .0162 .0179 R O O F Wind perpendicular to ridge -.-..Leeward or flat roof .70 .0071 .0077 .0083 .0087 .0096 Outward Windward roof Slope 2:12 to less than 9:12 . .90 .0092 .0099 .0106 .0112 .0124 Outward or Slope 2:12 to less than 9:12 .30 .0031 .0031 .0035 .0037 .0041 Inward Roof total .0102 .0107 .0118 .0125 ..0138 Wind parallel to ridge and flat roofs .70. .0071 .0077 .0083 .0087 .0096 Outward ELEMENTS AND COMPONENTS WALL All structures 1.20 ..0122 .0132 .0142 .0150 .0165 Inward Enclosed structures 1.20 .0122 .0132 .0142 .0150 .0165 Outward. Open structures .1.60 .0163 .0176 .0189 .0199 .0220 Outward Parapets 1.30 .0132 .0143 .0154 '.0162 .0179 Inward/outward R.0 0 F Enclosed structures Slope less than 9:12 1.10 .0112 .0121 .0130 .0137 .0152 Outward Open structures Slope less than 9:12. 1:60 .0163 .0176 .0189. .0199 .0220 - Outward LOCAL. AREAS. AT DISCONTINUITIES Wall corners 2.00 .0203 .0220 .0236 .0249 .0276 Outward. Canopies or overhangs at . eaves or rakes 2.80 ..0285 .0308 .0331 .0349 .0386 Upward Roof ridges at ends.of buildings or eaves and.roof edges at.building corners 3.00 .0305 ..0330 .0354 .0374 .0413 Upward Eaves .or rakes without overhangs away'from building corners and ridges away from ends of building 2.00 .0203 .0220 .02360249 .0276 Upward 3 File >SHEARW 9:07 AM •9/20/96 Rev. 7-20-95. Shearwall schedule ------------------ Description >) Mark Description HF DF 1 3/8" Cdx.plywood with 8d.nails .216 .264 at 611, 12" O.C. 2 3/8" cda plywood with 8d nails .315 .384 = at 4", 121. o.c. 3 3/8" cdx plywood with 8d nails .403 492 at 3", 12" o.c. -----•- ' it . vo Cu . s,11 -vJC�� inn d @ c 40 �COLLCTR2 9-:20 AM •.9%20/96 Rev.2-13-94 Collector design Description >>Line 1 ---------------------------------SUMMARY-------------------------------- V1 > 4.290 kips V2 > kips . Length subject to V1 > 74.990 feet Diaphragm shear due to V1 . > .057 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per.foot - shearwalls (v) > .235 kips/ft .<Shearwall v> Segment . W/O Wall Opng. V1 V2 Forc 12.000 w 12.000 q 0 13.160 o 13.160 y .134 19.670 o 19.670 y 1.381 13.160 o 13.160 y.256 5.000 0 5.000. y -.497 i G 6.250 w 6.250 y . -.783 2 5.750 0 I 5.750 y .329 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project' Title .......... Rick & Aleta Meyer Date........ 08/28/96 Project Address........ 2300 Mace Ave ******* Tealbrook Road *v4.50* Documentation Author... Wayne Dailey ******* Building Perm t Endeavor Homes /0 - 0'2 P.O. Box 1947 Pian Check Date Oroville, CA 95965 916-534-0300 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-MEYER Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run -Wellington Component Type GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories......... Floor Construction Type..,.. Glazing Percentage......... Average Glazing U -value.... 2293 sf Single Family Detached New Front Facing 90 deg (E) 1 1 Raised Floor 13.6 % of floor area 0.71 Btu/hr-sf-F BUILDING SHELL INSULATION Frame Cavity Sheathing Assembly Type R -value R -value U -Value Location/Comments Wall Wood R-17.8 R-0 0.061 Exterior wall, M..Bed G/E wall Door n/a R-0 R-n/a 0.330 Entry door, Laundry door Floor Wood R-19 R-0 0.037 Vent.Crawl.Spc Roof Wood R-11 R-21 0.029 Vent.Attic.Spc FENESTRATION ' # of Interior Over- Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type?°' Window Front (E) 15.0 0.750 2 Drapes.Std None None Metal Window Front (E) 15.0 0.750 2 Drapes.Std None None Metal Window Right (NE) 10.5 0.750 2 Drapes.Std None None Metal Window Front (E) 17.5 0.750 2 Drapes.Std None None Metal Window Front (SE) 10.5 0.750 2 Drapes.Std None None Metal Window Front (E) 20.0 0.750 2 Drapes.Std None None Metal Window Front (E) 20.0 0.750 2 Drapes.Std None None Metal Window Right (NE) 10.5 0.750 2 Drapes.Std None None Metal Window Front (E) 17.5 0.750 2 Drapes.Std None None Metal Window Front (SE) 10.5 0.750 2 Drapes.Std None None Metal Window Left (S) 6.0 0.750 2 Drapes.Std None �e Metal Window Left (S) 24.0 0.750 2 Drapes.Std4� �q a Metal Window Back (W) 24.0 0.750 2 Drapes. Stc � o _ BNo Metal Window Back (W) 24.0 0.750 2 Drapes.q:ICANIL ©' e - Metal Door Back (W) 40.0 0.540 2 Drapes Bee�None Wood Window Back (W) 6.0 0.750 2 Drapes. t� None Metal Window Right (N) 20..0 0.750 2 Drapes.. td None None Metal Door Right (N) 20.0 0.540 2 Drapes.d None None Wood CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Rick & Aleta Meyer Date........ 08/28/96 MICROPAS4 v4.50 File-MEYER Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run -Wellington Tank Type Storage Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 0.60 EF 40 SPECIAL FEATURES/REMARKS Revised energy from 8/13/96 External Insulation R -value M HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace 0.785 AFUE Crawlspace R-4.2 Setback ACPackage 10.00 SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS Tank Type Storage Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 0.60 EF 40 SPECIAL FEATURES/REMARKS Revised energy from 8/13/96 External Insulation R -value M CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -19' Project Title......... Rick & Aleta Meyer Date........ 08/28/96 MICROPAS4 v4.50 File-MEYER Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User. -Endeavor Homes Run -Wellington COMPLIANCE STATEMENT This certificate of compliance lists the building features and.performance specifications needed to comply with Title -24, Parts.l and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Rick & Aleta Meyer Name.... Wayne Dailey Company. Owner/Builder Company. Endeavor Homes Address. 1624 20th Street Address. P.O. Box 1947 Oroville, CA. 95965 Oroville, CA 95965 Phone... (916) 533-0251 Phone... 916-534-0300 License. Signed.. Signed.. (date (dAte)/ ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date MANDATORY MEASURES CHECKLIST: RESIDENTIAL. Page 4 MF -1R Project Title.......... Rick & Aleta Meyer Date........ 08/28/96 ProAdd 23Rif******* �ect ress........ 00 ace Ave Tealbrook Road *v4.50* Documentation Author... Wayne Dailey ******* Building Permit Endeavor Homes P.O. Box 1947 Plan Check Date Oroville, CA 95965 916-534-0300 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-MEYER Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run -Wellington Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. -30 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. �(=, 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. YES 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. YCS MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... Rick & Aleta Meyer Date........ 08/28/96 MICROPAS4 v4.50 File-MEYER Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run -Wellington SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. YF_S 150(i): Setback thermostat on all applicable heating systems. tiT 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. Y�-r 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78o thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. `( 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). `(ES LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. `(CS POINT SYSTEM Page 6 P -2R Project Title.......... Rick & Aleta Meyer Date........ 08/28/96 P t Add 2300 M Av ******* ro�ec ress........ ace e Tealbrook Road *v4.50* Documentation Author... Wayne Dailey ******* Building Permit Endeavor Homes P.O. Box 1947 Plan Check Date Oroville, CA 95965 916-534-0300 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-MEYER Wth-CTZ11S92 Program -FORM P -2R User#-MP1829 User -Endeavor Homes Run -Wellington MICROPAS4 POINT SYSTEM SUMMARY Energy Use Points Space Heating.......... 2 Space Cooling.......... -3 Water Heating.......... 2 Total 1 *** Building complies with Point System *** GENERAL INFORMATION Conditioned Floor Area..... 2293 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... Raised Floor 1 19001 cf 2293 sf 0 sf 13.6 0 of floor area 0.71 Btu/hr-sf-F 8.3 ft GLAZING Orientation Glass Area a. North 61.0 b. East 126.0 c. South 30.0 d. West 94.0 e. Skylight 0.0 Total 311.0 Glass 2.660 5.490 1.310 4.100 0.00% 13.560 POINT SYSTEM Page 7 P -2R Project Title.......... Rick & Aleta Meyer Date........ 08/28/96 1. 2. 3. 4. 5. 6. 7. MICROPAS4 v4.50 File-MEYER Wth-CTZ11S92 Program -FORM P -2R User#-MP1829 User -Endeavor Homes Run -Wellington SCORE CARD Equipment Duct Efficiency Efficiency Effective Efficiency 10. Heating 0.785 AFUE x 0.830 = 0.652 AFUE 11. Cooling 10.000 SEER x 0.860 = 8.600 SEER 12. Water Heating Tank External Energy Size Insulation Tank Type Heater Type Factor (gal) R -value 1. Storage Gas 0.60 40 R-0 2. n/a n/a n/a n/a R-n/a Zonal Control No No Points 0 1 0 0 0 0 Sum 1=6 1 0 -2 0 -2 0 -1 0 Sum 7-9 t -5 1 2 Distribution Type Standard n/a 2 Point Total: 1 Measure Ceiling Insulation (U -Value) 0.029 Wall Insulation (U -Value) 0.061 Raised Floor Insulation (U -Value) 0.037 Slab Edge Insulation (F2 Factor) 0.000 Infiltration - Ducts in Unconditioned Space Yes Fenestration Heat Loss (U -Value) 0.709 at 13.560 Fenestration Heat Gain SC Effective Shade % Fenes- Shade % Fenes- Effective- tration Open tration ness Ratio North 2.66% x 0.727 = 1.930 0.860 East 5.49% x 0.766 = 4.210-o 0.860 South 1.3101 x 0.766 = 1.0006 0.860 West 4.1001 x 0.716 = 2.9306 0.860 Skylight 0.00% x 0.000 = 0.0006 0.000 Interior Thermal Mass (Mass/Area) 0.000 Exterior Wall Mass (Mass/Area) 0.000 Equipment Duct Efficiency Efficiency Effective Efficiency 10. Heating 0.785 AFUE x 0.830 = 0.652 AFUE 11. Cooling 10.000 SEER x 0.860 = 8.600 SEER 12. Water Heating Tank External Energy Size Insulation Tank Type Heater Type Factor (gal) R -value 1. Storage Gas 0.60 40 R-0 2. n/a n/a n/a n/a R-n/a Zonal Control No No Points 0 1 0 0 0 0 Sum 1=6 1 0 -2 0 -2 0 -1 0 Sum 7-9 t -5 1 2 Distribution Type Standard n/a 2 Point Total: 1 POINT SYSTEM Page 8 P -2R Project Title.......... Rick & Aleta Meyer Date........ 08/28/96 MICROPAS4 v4.50 File-MEYER Wth-CTZ11S92 Program -FORM P -2R User#-MP1829 User -Endeavor Homes Run -Wellington BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 2293 19001 1.00 Yes Setback 2.0 n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE # of 1 Wall 136 0.061 17.8 90 2 Wall 40 0.061 17.8 0 3 Wall 34 0.061 17.8 45 4 Wall 58 0.061 17.8 90 5 Wall 34 0.061 17.8 135 6 Wall 40 0.061 17.8 180 7 Wall 162 0.061 17.8 90 8 Door 20 0.330 0 90 9 Wall 40 0.061 17.8 0 10 Wall 34 0.061 17.8 45 it Wall 58 0.061 17.8 90 12 Wall 34 0.061 17.8 135 13 Wall 40 0.061 17.8 180 14 Wall 72 0.061 17.8 90 15 Wall 224 0.061 17.8 180 16 Wall 600 0.061 17.8 270 17 Door 22 0.330 0 270 18 Wall 224 0.061 17.8 0 19 Wall 21 0.061 17.8 0 20 Floor 2293 0.037 19 n/a 21 Roof 2293 0.029 32 n/a 90 Yes WM.19.2X6.16 90 Yes WM.19.2X6.16 90 Yes WM.19.2X6.16 90 Yes WM.19.2X6.16 90 Yes WM.19.2X6.16 90 Yes WM.19.2X6.16 90 Yes WM.19.2X6.16 90 Yes None 90 Yes WM.19.2X6.16 90 Yes WM.19.2X6.16 90 Yes WM.19.2X6.16 90 Yes WM.19.2X6.16 90 Yes WM.19.2X6.16 90 Yes WM.19.2X6.16 90 Yes WM.19.2X6.16 90 Yes WM.19.2X6.16 90 Yes None 90 Yes WM.19.2X6.16 90 Yes WM.19.2X6.16 0 No FC.19.2X8.16 0 Yes R.30.2X4.24 FENESTRATION SURFACES Exterior wall Exterior wall Exterior wall Exterior wall Exterior wall Exterior wall Exterior wall Entry door Exterior wall Exterior wall Exterior wall Exterior wall. Exterior wall Exterior wall Exterior wall Exterior wall Laundry door Exterior wall M.Bed G/E wall Vent.Crawl.Spc Vent.Attic.Spc # of Vent SC SC Interior Area Pan- Frame Open. U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 15.0 2 Metal Slider 0.750 90 90 0.88 0.78 Drapes.Std 2 Window 15.0 2 Metal Slider 0.750 90 90 0.88 0.78 Drapes.Std 3 Window 10.5 2 Metal Slider 0.750 45 90 0.'88 0.78 Drapes.Std 4 Window 17.5 2 Metal Slider 0.750 90 90 0.88 0.78 Drapes.Std 5 Window 10.5 2 Metal Slider 0.750 135 90 0.88 0.78 Drapes.Std 6 Window 20.0 2 Metal Slider 0.750 90 90 0.88 0.78 Drapes.Std 7 Window 20.0 2 Metal Slider 0.750 90 90 0.88 0.78 Drapes.Std 8 Window 10.5 2 Metal Slider 0.750 45 90 0.88 0.78 Drapes.Std 9 Window 17.5 2 Metal Slider 0.750 90 90 0.88 0.78 Drapes.Std 10 Window 10.5 2 Metal Slider 0.750 135 90 0.88 0.78 Drapes.Std 11 Window 6.0 2 Metal Slider 0.750 180 90 0.88 0.78 Drapes.Std 12 Window 24.0 2 Metal Slider 0.750 180 90 0.88 0.78 Drapes.Std POINT SYSTEM Page 9 P -2R Project T.itle.......... Rick & Aleta Meyer Date........ 08/28/96 MICROPAS4 v4.50 File-MEYER Wth-CTZ11S92 Program -FORM P -2R User#-MP1829 User -Endeavor Homes Run -Wellington System Type HOUSE Furnace ACPackage Tank Type 1 Storage FENESTRATION SURFACES Vent SC SC Interior Open U- Act Glass Int Shading/ Type value Azm Tlt Only Shade Description Slider 0.750 270 90 0.88 0.78 Drapes.Std Slider 0.750 270 90 0.88 0.78 Drapes.Std Hinged 0.540 270 90 0.88 0.78 Drapes.Std Slider 0.750 270 90 0.88 0.78 Drapes.Std Slider 0.750 0 90 0.88 0.78 Drapes.Std Hinged 0.540 0 90 0.88 0.78 Drapes.Std HVAC SYSTEMS Minimum Duct Duct # of Efficiency Location R -value Area Pan- Frame Surface (sf) es Type 13 Window 24.0 2 Metal 14 Window 24.0 2 Metal 15 Door 40.0 2 Wood 16 Window 6.0 2 Metal 17 Window 20.0 2 Metal 18 Door 20.0 2 Wood System Type HOUSE Furnace ACPackage Tank Type 1 Storage FENESTRATION SURFACES Vent SC SC Interior Open U- Act Glass Int Shading/ Type value Azm Tlt Only Shade Description Slider 0.750 270 90 0.88 0.78 Drapes.Std Slider 0.750 270 90 0.88 0.78 Drapes.Std Hinged 0.540 270 90 0.88 0.78 Drapes.Std Slider 0.750 270 90 0.88 0.78 Drapes.Std Slider 0.750 0 90 0.88 0.78 Drapes.Std Hinged 0.540 0 90 0.88 0.78 Drapes.Std HVAC SYSTEMS Minimum Duct Duct Duct Efficiency Location R -value Efficiency 0.785 AFUE Crawlspace R-4.2 0.830 10.00 SEER Crawlspace R-4.2 0.860 WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type. System Factor (gal) Gas Standard 1 0.60 40 SPECIAL FEATURES/REMARKS Revised energy from 8/13/96 External - Insulation R -value Im CONSTRUCTION ASSEMBLY Page 10 3R Project Title.......... Rick & Aleta Meyer Date........ 08/28/96 MICROPAS4 v4.50 File-MEYER Wth-CTZ11S92 Program -FORM 3R User#-MP1829 User -Endeavor Homes Run -Wellington Parallel Path Method Reference Name . WM.19.2X6.16 Description .... Mas. Wall R-19 2x6 16oc Type ........... Wall R -Value ........ 17.8 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir.. - Spacing ...... 16 inches on center Framing Frac.. 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity. Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. HORZ.LAP.MAS 0.50 in. Horz. Masonite siding 0.68 0.68 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.38 0.375 in plywood 0.47 0.47 4c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 -- 4f. FIR.2X6 2x6 fir -- 5.45 5. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 20.31 7.95 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 20.31 x 0.85) + (1 / 7.95 x 0.15) = 0.061 Btu/hr-sf-F Total R -Value: 1 / 0.061 = 16.47 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 11 3R Prosect Title.......... Rick & Aleta Mever DAte___ nR/2R/9ti MICROPAS4 v4.50 File-MEYER Wth-CTZ11S92 Program -FORM 3R User#-MP1829 User -Endeavor Homes Run -Wellington Parallel Path Method Reference Name . FC.19.2X8.16 Description .... Floor Crwl R-19 2x8 16oc Type ........... Floor R -Value 19 Hr-sf-F/Btu Framing Material ..... FIR.2X8 Type ......... Wood Description .. 2x8 fir. Spacing ...... 16 inches on center Framing Frac.. 0.10 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. CRAWLSPACE Effective R -value of vented crawlspace 6.00 6.00 2c. BATT.RI9.0 R-19 batt insul (cavity > 5.5 in) 19.00 -- 2f. FIR.2X8 2x8 fir -- 7.18 3. PLY.0.63 0.625 in plywood 0.78 0.78 4. CARPET Caret & pad 2.08 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 Total Unadjusted R -Values 28.95 17.13 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 28.95 x 0.90) + (1 / :17.13 x 0.10) = 0.037 Btu/hr-sf-F Total R -Value: 1 / 0.037 = 27.08 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 12 3R Project Title.......... Rick & Aleta Meyer Date...... . 08/28/96 MICROPAS4 v4.50 File-MEYER Wth-CTZ11S92 Program -FORM 3R User#-MP1829 User -Endeavor Homes Run -Wellington Parallel Path Method Reference Name . R.30.2X4.24 Description .... Roof R-30 2x4 24oc Type ........... Roof R -Value ........ 32 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ........ Wood Description .. 2x4 fir. Spacing ...... 24 inches on center Framing Frac.. 0.07 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Name Description 0. FILM.EX Exterior air film: winter value 1. SHNGL.ASPHLT Asphalt shingle roofing 0.62 2. BLDG.PAPER Building paper (felt) 21.00 3. PLY.0.50 0.50 in plywood 3.46 4. AIR.RF.3.50 3.5 in & greater air space: heat flow up 5. BATT.R21.0 R-21 batt insul (cavity > 5.5 in) 6c. BATT.RII.0 R-11 batt insul (cavity > 3.5 in) 6f. FIR . 2X4 2x4 fir 7. GYP.0.50 0.50 in gypsum or plaster board I. FILM.IN.RF Inside air film: heat flow straight up Total Unadjusted R -Values FRAMING ADJUSTMENT CALCULATION Cavity Framing U -Value: (1 / 35.15 x 0.93) + (1 / 27.62 x 0.07) _ Total R -Value: 1 / 0.029 = Cavity Frame R -Value R -Value 0.17 0.17 0.44 0.44 0.06 0.06 0.62 0.62 0.80 0.80 21.00 21.00 11.00 -- -- 3.46 0.45 0.45 0.61 0.61 35.15 27.62 Total 0.029 Btu/hr-sf-F 34.49 hr-sf-F/Btu N HVAC SIZING Page 13 HVAC Project Title.......... Rick & Aleta Meyer Date........ 08/28/96 ******* Project Address........ 2300 Mace Ave Tealbrook Road *v4.50* Documentation Author... Wayne Dailey ******* Building Permit` Endeavor Homes P.O. Box 1947 Plan Check Date Oroville, CA 95965 916-534-0300 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-MEYER Wth-CTZ11S92 Program -HVAC SIZING User#-MP1829 User -Endeavor Homes Run -Wellington GENERAL INFORMATION Floor Area ................. Volume........ ... ....... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2293 sf 19001 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY 90 deg (E) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 11095 Glazing Conduction ............... 8826 Glazing Solar .................... n/a Infiltration ..................... 10808 Internal Gain..................... n/a Ducts ............................ 3073 Sensible Load .................... 33802 Latent Load ...................... n/a 6097 5737 13713 4437 2550 1627 34161 6832 Minimum Total Load 33802 40993 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. I Una of thin forst to nullity dtu of the Adnllellulrat(vo Godo In optional, but tho Inrortnatlort rouat bo provldod and 1innt od, ileo Addroun 1'orrnit Ilumbof An installation corlificalo is roquirod to bo posod nt tho building -.;to prior to Ills issuanco of ilia occupancy porfnit. This form may bo usod to mool Ilinso roquiromonls. All npplianco calogorios ii -Mod boloW aro Ilio actual oquipmonl installod. 14oto III -.11 1110 elficioncy and typo of the applianco inslallod must bra oquivalonl or bollor Than Iho npplianco spociliod on tho Corlificalo of Complianco (CF -111). This conificalo (oLils oquivalonl) shall bo prnparod and nignod by tho por_'on(s) assuming ovorall rosponsibilily for tho apptianco installation. 1, 1ho undorsignod, vorify that [Ito oquipmont lislod in tho calogory :tbovo my signalurn is Ilin actual oquipmonl inaallod and that Iho oquipmont moots or oycoods [Ito.roquiromonls or Iho Appliance rllicioncy Standards. In addition, I havo voriliod that ilio oquipmoni is oquivaloni to or morn nlficionl than ilio oquipmont spocifiod on tho Cortificalo of Compliance submillod to dernonslrato complianco With Ilio Enorgy Cfficioncy 'Standards. for rosidonlial buildings. 1•1 VAC• SYSTCIvtS Not I•lydronic boiler inlornlalion is onlorod horn. Olhor ilydronic or contbinod hydronic oquipmbnl is lislod undor Wator I•Inaling Syslonv% I-loating Equip. ChC Cnrllflod Actunl Dlatrlbutlon Duct or I•lonling Land I-tonling . Typo (furnaco, Manuf. LtaVn F. Efflcloncy Typo And I'll (� Ing Doforo Ovor- Cquipmonl heal pump,1 c. (dodnl Wurnbnr (AI U1=, nlc�Lorallor► R-utin `;Izing- Mull Capnclty BIL111 CCC Corllflod Cooling Equip. Compronoor Unit Aclunl Mitribullon Duct or Typo (air cond., L{rani(. Mnko rA Efflcloncy Typo and Plping nt l heium ), nlc.) (.tonal Numbor (s.1=rF1) I.ocntlon R-Vnluo Tho building do -sign hoal loss and do -sign Boal gain ralo havo boon dotormiriod using a mothod spocifiod in Soction 150((1) of (Ito Cnorgy Efficion�y SlandardS: and aro two ., of Ilio criloria usod for oquipmonl sizing and soloction, Signaturo Date MVAC Subontractor (Co. Nano) or Gonoral Contnctor or Avnor WATER I-IEAT114G SYSTEMS' Enornyt Extornal• WaIar I Ioaling Cr_C Cartlf lod Ratoni Tonk Factor or Tank Syslom Typo Idanuf. Ltako rt Input (W Capaclly Rocovory, S(andbyl Insulation a(ora a r)a1 etc. Model Numbor or Dtuh) (gallons Ffflc oncy Laaa (%) R-Vnluo 1, for action pea otorngo (r:ti-ed ioi 6i S 75,000.0164ir), oloclrlc r0alalanCa and float pump Water Keratori, lisl•Fiia�gji Fae(or.- �• [•or largo gas atorngo Wnlor licatorn (rated tnpul>7! 000 OlvAir), list na(ed Input, nocovo Efficiency and Standby Loss. For'In.itantanoous pas tvator liootom. rest natod Input and noeovory I:frtcioncy. For Illatontanootis oloclrlc Wntor ficatcra, lis(nalod Input. F-AUCct-S & SHOWER HLADS' All faucots and shotvorlloadS inslallod aro lislod in [Ito Commis6on'S Diroctoly of Cottiliod FaucotS and Showorlioads, , pursuant (o Titlo 24, Part G. Subclinplor 2. Soction 111, Signaturo Dalo Plunibing Subcontractor (Co, liarno) or Gonoral ContraclororOvrnor n°Yt�°d January 1992 insuiation uerwicate Numba and Suca County Subdivision LotNumbcr Descriptioh of.installation ROOF Material CEILING Brand Name Thermal Rcsivant,e (R -Value.) Batt or 13]nnl:ctTypc Brand Name Thickness (inches) Miermal Resistance (R-Valuc).- Loose Fill Type. Brand Name * Contractor's minimum installed weight/ft lb Minimum thickness inches Mh nu ficturer's installed weight per square foot to ncheive Thermal Resistance (R -Val tic) EXTERIOR WALL Ada tcrial nick-ness (inches) RAISED FLOOR Material Mickness (inches) SLAIJ FLObR Material - 71ii6mess (inches) Width (inches). — FOUNDATION WALL Material ' nicicness(inches) D.cclaration Brand Name Tiermil Resistance (R-V,,ddc) Brand Name Thermal Resistance (R-ValU'e) Brand Name Thermal Resistance (R -Value). Brand Name 71ennnI Resistance (11-valtic) fliattlicabove insulation Was I hereby location In cofifoii5mEE—NK die current Building Energy Efficiency Standards -for new residential buildings contained in TiUc24 of the Califorriln.Administrative Code.' General Contractor (BuildCr) License Nurnbcr Signature aMI'We Sub -Contractor ((r=126011 last &11er) Signature am 611C llatc License Nurnbct D.%(c V -' 916®039904I Rec Fee 9.00 . I COP 1.50 And when recorded mail to: Recorded I Check 10.50 Building Division Official Records 1 #7 County Center Drive County of I Oroville, Ca. 95965 Butte 1 Candace J. Grubbs I Recorder I 2 29p 21 -Oct -96 I PUBL XX 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte. State of California, described as follows: Datc:1-7 &1 (7 � PR PERTY OWNERS: RAC,ROCR State of California ) County of ) _On cfore me personally appeared 1\ ) C' #ft K.t\ Z. & @ �L t' R — pc"Qu.A. 1 Y -Imewn-to-me (or proved to me on the basis of satisfactory evidence) to be the person(&)whose name(,* is/arc subscribed to the within instrument and acknowledged to me that he/sWdWexecuted the same in his/kvr/d0M authorized capacity(hM), and that by his/fes/f it signature(S) on the instrument, the person{9 or the entity upon behalf of which the person(g) acted, executed the instrument. WITNESS my hand and official seal. DONNA L KNIGHT aCommission #1075664 Z Butte o / 0Notary Public — Calltomlo Signa c l Sealy Comm ExplCres Ocf 22.1999 A.P.tt 0 2-:2 - 120 - 03 - NOTE TO RECORDER: DO NOT RECORD THIS SIDE. Instructions for recording Agricultural Statement of Acknowledgement: A.A.- 1 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $6.00 - 1st. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS:.9:00a.m. - 3:00p.m. (Monday - Thursday). ,,. `„ OVER Order No. 1-173547 SCHEDULE -C THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, -DESCRIBED AS FOLLOWS: PARCEL A: PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 6; 1991, IN BOOK 123 OF MAPS, AT PAGE(S) 34. A CERTIFICATE OF CORRECTION RECORDED JULY 27, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-31850. AP NO. 027-120-036 PARCEL B: AN EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 6, 1991, IN BOOK 123 OF MAPS, AT PAGE(S) 34. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL A, DESCRIBED HEREIN. PARCEL C: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY EASEMENT OVER PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 3, 1989, IN BOOK 117 OF MAPS, AT PAGE(S) 22 AND 23.' PARCEL D: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES OVER PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY -OF BUTTE, STATE OF CALIFORNIA, ON JULY 2, 1981, IN BOOK 83 OF MAPS, AT PAGE(S) 34 AND 35. a END OF DOCUMENT RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: �1.�� BUILDINGP ER: dc/.d PLAN CHECKER: Z(fr-, A.P. NUMBER 9Z -1P--0 — L5o� o GENERAL: Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. _ Flood hazard. Special conditions on creation map (Noise, S.RA., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Z PT.AN- Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, recepta aintenance of mechanical equip en Location of water heat a an cooling equipment ther electrical or gas equipment. Garage firewall, door size an o Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Fleader size. Sheetrock nailing inspection required? July 1996 3.2 3 ISCELLANEOUS ITEMS TO LOOK OUT FOR: Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. �-. C.D.F. responsible area requirements. A i Y 0 July 1996 3.3 0 I ,RES,IDENTIAL (027-120-036 PERMIT#96-2596 MEYER, Richard 50 Tealbrook Dr., Palermo Cont: Fox Company Fire Sprinkler/SF [� C^4 4'�j JOB FINALE Signature V=OK O = Not OK Not •=NotRedyypaible MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Sails; Special MH Support Sketch 3. Sewer, Location -Test -Fall -CAD -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /'Llt / /Nat. or/ /"L°ft./ /LPG 7. Well Clearance & Disconnect 8. Utility 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-Demanda/alve-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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSize-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing VeneerStuxo-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card 8-1 OK✓= O = Not No OK RESIDENTIAL (Single & Duplex) = Not Applicable Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning-Setbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd.-/ P Ftg. Depth 48. 3. Ftg. Garage; Soils-Steel-Elec. Grnd/ P' Ftg. Depth 49. 4. Ftg. Porches & Decks; Soils -Steel-/ P Ftg. 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. Pier§ --Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. . Gas Pipe; Size Anchors - Yard Gas Piping; Size st 57. 1. Water Pipe; Test -Anchors -Regulator -Service Test, 58. 12. Electric Underground + 59. 13. Pienums & 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 E-1 Date FINAL (Plans) OK except #'s PLUMBING (Permit) OK except #'s 63. 17. ter Htr.; Vent -Access -Combustion Air Baffle 64. 8. Water Pipe;_Test & Anchor -Nail Protection C29L /S 65. 19. D.W.V.; Test Fittings & Anc'R'or-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 Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 73. 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 77. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 78. 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 79. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 80. 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 81. 31. Service -Riser Conductors & Ground -Main Disconect 82. 32. Equip. Clearances Panels-Motors-Mech. Epuip. 83. 33. Clothes Closet Light -Shower Light -Spa Light 84. 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground Card B-1 Date Card B-1 Date Ventilation Throught House MECHANICAL (Permit) OK except #'s 89. 35. A.C. Ducts Insulation & Support 90. 36. Vent Fan, Exhaust above insulation 91. 37. Condensate Drain & Overflow, Size & Grade 92. 38. Furnance Vent Access -Comb. Air -Return Air Vent 115 outlet 93. 39. Attic Access & Platform if Furnace in Attic 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 Card B-1 Date Card B-1 FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. 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 & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location _ 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: G COUNTY OF BUTTE - DEPARTMENT OF D9VELOPMENT SERVICES - BUILDING DIVISION 7 -County Center Drive - Orovi116, Cajif&nia 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT "5V16 ASSESSOR PARCEL NUMBER 027-120-036 ZONING A5 BUILDING PERMIT OWNER RICHARD RTl MEYER 11114 1J E��+ 53.S-N�251 SQ. FT. OCC. BUILDING VALUATION � 3,669.00 2293 � • 00 OWNERS MAIUNG ADDRESS 1624 20TH ST OROVILLE, 95965 CONTRACTOR'S NAME FOX C01 IPANY TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UN -OWN Total Valuation $ -3,669.00 Fling Fee $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ ARCHITECT OR ENGINEER UCENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 50 TEALBROOK DR PERMITFEE $ OROVILLE PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF b Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Is D�TrJLans Describe Work: FIRE S. _LER Mobile Home I S I GI W 111 @20.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filinq Fee 20.'00 e. r Main Service ( Zoon oa LEss ) 23.00 Main Service ( zooA TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fgr'the following reason: p� I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.SO. OR ADONS. ( &ACC. DS. ) 3.5¢ FT. NEW CONST. MULTI-OUTUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET S Ex. Occup. (OUTLET OR FIXTURES) zo @ I.5 BBAIL.000 Ex. Occup. (oFIXEt-rDs PLNS..OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing 9 Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation hof one hundred dollars ($100) or less.) 9' 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation la of California, and agree that if I should become subject to the rk s' co pe s tion pr isions of section 3700 of the Labor Code, I shall f rth th comply wth t se 1-0 3qO 1 ey X Date _ IJ Signature of Applicant - Owner ❑Contractor ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 123.95 HAZ 1 D. FEES I IMP I FLOOD OF PARCEL I PD I HD 9V 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. ry Z 7/7 By Date q PERMITEXPIRESON 2 2 r7/,X (Date) ReceiptNo20�gZo WHITE-D.D.S.-B.D. CA ARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT LAND DEVELOPMENT BUILDINGjQWE1RQ�M AL E PERMIT CLEARANCE Bui ,r ... OWNERS A.P. _ :.• �. 'r. : s .. NAME: I ! l'�IJ �✓ NUMBER:_ 09-7-00-0—Yo PRINT LA ME FIRST ^• ••yam . COUNTY ZONING . . DESIGNATION: A FLOOD ZONE: K_ - FLOOD MAP: ...;.•4 8 O ,Q APPROVED: CONDMONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS • OR MAP )c DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL'ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: "' YES -• NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING dune `, y 4 / LOT 3 BOOK / 2 3 PAGE 3!j COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR -TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. Gavays A"o ANn Te*c. Savo K D2cdt- _ 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Maintain a 100 ft. leachfield setback from all existing wells. _ 4. Maintain a ft. leachfield setback from "5. Pay water tender fees in the amount of S tau to Battalion Number of the Butte County Fire Department. _ 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 7. Connect to a public water supply. _ 8. Connect to a public sewer system. 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 13. A traffic mitigation flee for each new or additional living unit shall be paid. Pay the- amount _of, $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. PbynxW to be nisch to the 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety.. Mobile homes shall be constructed on a permanent foundation system which complies with -the -Seismic Zone 3_ requirements of the Uniform Building Code. 15. Deer Mitigation fees are to be paid•,Af such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article ll.of the Butte County Code. _ .18. Wood stoves and fireplace.inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 19*.'[ Anultiire[ resources are encountered -during_,ground dist�rbirig activities, all:work.shall cease.in.'the area -of the find :. pending' examination of the: site by a professional archaeologist.:, This person would then be .able to assess the site ­ significance and suggest appropriate mitigation measures. 20. 21. 25. AIa 1N31Nd013A30 aNdl 3=8 A0 UNnoo :.-:9661.:8:1: 80 . LD 9/95 - C:\WP51\FORMS.K\8LDGkRM.CLR 22. 23. 24. 25. AIa 1N31Nd013A30 aNdl 3=8 A0 UNnoo :.-:9661.:8:1: 80 . LD 9/95 - C:\WP51\FORMS.K\8LDGkRM.CLR � _ i d";( ;r�; � n t . �.r � i� 'Z i r7 � � r *tl-r" �� t�. _ _�.p. -r rk� P • � t e, ^� � f! � �t hMr y��iti ,�i t � � �� f, i � . k � • t N S aie� 7' ,� y+� +� , (��� i �� r � 3 �� � is 1' ' x .: ,, - _ ll � i �kr ! � 1� �•[ a 'f '47 1 �. ,�i i� � ' til a•' L x'v ��� +. �• _. ` � - �1 , a * r �' , �� .. - ... .. :. rl. � " Y ALL AMERICAN SYSTEMS 7301 Fairview / Houston, Texas 77041 BRADLEY BUILDING SYST' S** 08/23/05 P.O. Box 40220 / Houston, Texas 77240-0220 16 COTTAGE ST 2 SOUTH (713) 466-5681 / (800) 777-9378 / FAX (713) 466-8579 RUTLAND VT 05701 JOB NO: 0801-225637 BUILDING SIZE: CSS 40' X 60' X 12' JOBSITE: PALERMO CA (BUTTE) Gentlemen: This is to certify that the above referenced building and its component parts have been designed and fabricated by All American Systems, an AISC Certified Manufacturer, at its AISC certified facility. It has been designed in accordance with the order documents, in general accordance with the ninth edition of the AISC "Manual of Steel Construction" and the 1986 Edition (with 1989 amendments) of the AISI "Cold Formed Steel,Design Manual" and with good engineering practice for the following loads. All welding is per the appropriate American Welding Society (AWS) code. Governing Code for application of design loads: CBC 2001 IMP.. FACTORS: WIND: 1.0 SNOW: 1.0 SEISMIC: 1.0 DEAD LOAD... weight of metal bldg. structure only as supplied by All American Systems LIVE LOAD BASED ON TRIBUTARY AREA: 0-200 SQ. FT ....... 20 PSF 201-600 SQ. FT ....... 16 PSF OVER 600 SQ. FT ....... 12 PSF COLLATERAL LOAD......... 0 PSF WIND LOAD ............... 90 MPH EXP B SEISMIC ZONE............ 4 This Letter of Certification applies solely to the steel building and its component parts as furnished by All American Systems and specifically excludes any foundation, masonry, or general contract work. Sincerely, BUTTE COUNTY BUILDING DIVISION APPROVED Filename = C:\DsnLib\4629UBB.nif +-------------------------------------+ Synercom Design I Rigid Frame Analysis and Design Software I I NCI Building Systems, L,P, +------------------------------------------+ Exe Version - 1.0.8.6 Exe Path - C:\PROGRA-1\NCIMAI-Z\NCIFRA-1.EXE Run Started At - 08/24/2005 14:52:43 RUN IDENTIFICATION Title - 4629UBB - 4OX6OX129OUBCEXPB Engineer - ProJect - Reference Date - 8/24/2005 Input Type - Macro Frame Type - Rigid Frame Frame Shape - Gable Frame Symmetry - Yes Frame Line - RUN OPTIONS Mode of Operation Unity Check Range Maximum Segment Size Coef, of Linear Expansion Modulus of Elasticity, E Flange Brace Removal Web Stiffeners Allowed Minimum No, of Anchor Bolts - Analysis - 0.900 to 1,030 - 2,000 FT - 0,0000065000/DEG,F - 29000000. PSI - No - No - 4 REPORT OPTIONS Design Data Report Anchor Bolts and Connections Flange Brace Report Design Summary Report With Deflections Frame Weights Report Section Failure Summary Report Write Detailing Data to NIF File COMMAND LINE OPTIONS /I C:\PROGRA-1\NCIMAI-2\716135-1.NIF /0 C:\PROGRA-1\NCIMAI-2\716135-1,dso /U /D /P C:\PROGRA-1\NCIMAI-2\716135-1.SAV N MACRO INP PROCESSING • NCI Building Systems, L.P. Cycle 1 4629UBB - 4OX60X129OUBCEXPB 08/24/2005 OVERALL FRAME INFORMATION Total Building Width - 40.000 FT Distance to Ridge - 20.000 FT No. of Interior Columns - 0 No. of Rafters - 2 Purlin Protection - 8.250 IN FRONT ROOF Roof Slope - 1.000 on 12 Rafter No.s - 1 to 1 No, of Purlins - 4 Purlin Locations and Bracing (Ridge Down)... 1- 1.27 B 2- 5.00 B 3- 10.00 B 4- 15.00 B BACK ROOF Roof Slope - -1.000 on 12 Rafter No.s - 2 to 2 No. of Purlins - 4 Purlin Locations and Bracing (Ridge Down)... 1- 1.27 B 2- 5.00 B 3- 10.00 B 4- 15.00 B MODULE WIDTHS 40.000 FRONT EXTERIOR COLUMN Eave Wall Girt Base Mid Mid Knee Base Temp Base Base Height Slope ProJ Depth Depth Dist. Depth Settle Diff Displ Cond Kx 12.000 0.000 0.000 8.000 0.000 0.000 8.000 0.00 0.00 0.00 P 1.50 FRONT SIDEWALL GIRT AND BRACE LOCATIONS 7.333 B FRONT EXTERIOR COLUMN PLATES Section OF Plates Web Plates IF Plates FyFlg FyWeb 1 5B 4A 4A W1 WO WO 5B 4A 4A 55.00 50.00 RAFTER 1 AT LEFT KNEE Start S Depth S Depth S Depth S Depth S Depth S Depth S Depth S Depth S Depth S End S Temp Num Depth p 2 p 3 p 4 p 5 p 6 p 7 p 8 p 9 p 10 p Depth p Diff Kx Sec 12.00(3) 0.00(') 0.00( ) 0.00( ) 0.00( ) 0.00( ) 0.00( ) 0.00( ) 0.00( ) 0.00( ) 12.00(5) 0.00 1.00 1 Section OF Plates Web Plates IF Plates FyFlg FyWeb Length 1 5A 4A 4A W1 WO WO 5A 4A 4A 55.00 50.00 0.00 FRONT ROOF PURLINS FALLING ON RAFTER 1: 1 - 4 RIDGE TO COLUMN RAFTER 2 Start S Depth S Depth S Depth S Depth S Depth S Depth S Depth S Depth S Depth S End S Temp Num Depth p 2 p 3 p 4 p 5 p 6 p 7 p 8 p 9 p 10 p Depth p Diff Kx Sec 12.00(5) 0.00( ) 0.00( ) 0.00( ) 0.00( ) 0.00( ) 0.00( ) 0.00( ) 0.00( ) 0.00( ) 12.00(3) 0.00 1.00 1 Section OF Plates Web Plates IF Plates FyFlg FyWeb Length 1 5A 4A 4A W1 WO WO 5A 4A 4A 55.00 50.00 0.00 BACK ROOF PURLINS FALLING ON RAFTER 2: 1 - 4 C] MACRO INP* PROCESSING NCI Building Systems, L.P. 4629UBB - 4OX6OX129OUBCEXPB BACK EXTERIOR COLUMN Eave Wall Girt Base Mid Mid Knee Base Temp Base Base Height Slope Prot Depth Depth Dist. Depth Settle Diff Displ Cond Kx 12.000 0.000 0.000 8.000 0.000 0.000 8.000 0.00 0.00 0.00 P 1.50 BACK SIDEWALL GIRT AND BRACE LOCATIONS 7.333 B BACK EXTERIOR COLUMN PLATES Section OF Plates Web Plates IF Plates FyFlg FyWeb 1 5B 4A 4A W1 WO WO 5B 4A 4A 55.00 50.00 MEMBER LOADS JS JE Group System Dir Type Distance Length SIntens EIntens 2 1 SZL GLOB X CONC 0.000 0.000 1.98000 0.00000 2 1 SZR GLOB X CONC 0.000 0.000 -1.98000 0.00000 FRAME LOADS Surface Group System Dir Type Distance Length SIntens EIntens FRO DL FRAME G UNIF 0.000 0.000 0.04000 0.04000 BRO DL FRAME G UNIF 0.000 0.000 0.04000 0.04000 FRO LL FRAME G UNIF 0.000 0.000 0.24000 0.24000 BRO LL FRAME G UNIF 0.000 0.000 0.24000 0.24000 FSW WLL FRAME N UNIF 0.000 0.000 0.20570 0.20570 FRO WLL FRAME N UNIF 0.000 0.000 -0.17999 -0.17999 BRO WLL FRAME N UNIF 0.000 0.000 -0.17999 -0.17999 BSW WLL FRAME N UNIF 0.000 0.000 -0.12856 -0.12856 FSW WLR FRAME N UNIF 0.000 0.000 -0.12856 -0.12856 FRO WLR FRAME N UNIF 0.000 0.000 -0.17999 -0.17999 BRO WLR FRAME N UNIF 0.000 0.000 -0.17999 -0.17999 BSW WLR FRAME N UNIF 0.000 0.000 0.20570 0.20570 GENERATED FRAME WEIGHT LOADS JS JE Group System Dir Type Distance Length SIntens EIntens 1 2 DL GLOB Y UNIF 0.000 0.000 -0.01217 -0.01217 DLWT 2 3 DL GLOB Y UNIF 0.000 0.000 -0.01187 -0.01187 DLWT 3 4 DL GLOB Y UNIF 0.000 0.000 -0.01187 -0.01187 DLWT 5 4 DL GLOB Y UNIF 0.000 0.000 -0.01217 -0.01217 DLWT LOAD COMBINATIONS 1 M 1.000 100. DL 100. SZL DL + SZL 2 M 1.000 100. DL 100. SZR DL + SZR 3 M 1.000 100. DL DL 4 M 1.000 100, DL 100. LL DL + LL 5 M 1.333 100. DL 100. WLL DL + WLL 6 M 1.333 100. DL 100. WLR DL + WLR Cycle 1 08/24/2005 • 4 AME DESIGN DATA NCI Building Systems, L.P. • Page 1 4629UBB - 4OX6OX1290UBCEXPB 08/24/2005 ------------------------------------------------------------------------------------------------------------------------ FRAME GEOMETRY ------------------------------------------------------------------------------------------------------------------------ Frame Type ................. Rigid Frame Frame Shape ................ Gable Building Width ............. 40.00 FT No. of Modules ............. 1 Module Widths (FT) ......... 40.00 Gable Distance ............. 20.00 FT Front Eave Height .......... 12.00 FT Front Column Base Offset ... 0.00 FT Front Column Slope ......... 0.00 /12 Front Roof Slope ........... 1.00 /12 Back Roof Slope ........... -1.00 /12 Back Eave Height ........... 12.00 FT, Back Column Base Offset .... 0.00 FT Back Column Slope .......... 0.00 /12 Front Girt Protection ...... 0.00 IN Back Girt Protection ...... 0.00 IN Purlin ProJection .......... 8.25 IN LOADING PARAMETERS ------------------ Building Code .............. UBC 1997 Building Length ............ 60.00 FT Tributary Width ............ 20.00 FT Dead Load Rate ............. 2.00 PSF Live Load Rate ............. 20.00 PSF Tributary Area Reduction ... Yes Collateral Load Rate ....... 0.00 PSF Ground Snow Load Rate ...... 0.00 PSF Min Roof Snow Load Rate .... 0.00 PSF Snow Importance Factor ..... 1.00 Snow Exposure Factor ....... 1.00 Snow Thermal Factor ........ 1.00 Unobstructed Roof .......... No Wind Speed ................. 90.00 MPH Wind Pressure .............. 12.86 PSF Wind Exposure .............. B Building Enclosure ......... Enclosed Wind Importance Factor ..... 1.00 Wind Topographical Factor .. 1.00 Front Canopy ProJection .... 0.00 FT Back Canopy Protection ..... 0.00 FT Use End Zone Coefficients... No 5 �RAME DESIGN DATA NCI Building Systems, L.P. 4629UBB - 4OX60XU90UBCEXPB ---------------------------------------------------------------------------- WIND COEFFICIENTS ---------------------------------------------------------------------------- ---- Windward ---- ----- Leeward' ---- Case Wall Canopy Roof Roof Canopy Wall ------------------------------------------------- 1 0.8 -1.2 -0.7 -0.7 -1.2 -0.5 ---------------------------------------------------------------------------- LOADING DOCUMENTATION ---------------------------------------------------------------------------- Input Length = 60.0 feet Input Trib Width = 20.0 feet Input Dead Load = 2.0000 psf Input Collateral Load = 0.0000 psf Input Live Load = 20.0000 psf Tributary Reduction Allowed: True Input Ground Snow = 0.0000 psf Dead Load = 2.0000 psf Live Load = 12.0000 psf Input Wind Speed = 90.0000 mph Input Wind Importance = 1.0000 Base Wind Pressure = 12.8563 psf Left Windward Wall Case 1 = 0.8000 Left Windward Canopy Case 1 = -1.2000 Left Windward Roof Case 1 = -0.7000 Left Leeward Roof Case 1 = -0.7000 Left Leeward Canopy Case 1 = -1.2000 Left Leeward Wall Case 1 = -0.5000 Right Windward Wall Case 1 0.8000 Right Windward Canopy Case 1 = -1.2000 Right Windward Roof Case 1 = -0.7000 Right Leeward Roof Case 1 = -0.7000 Right Leeward Canopy Case 1 = -1.2000 Right Leeward Wall Case 1 = -0.5000 ----------------------------------------------------------------------------- LOAD COMBINATIONS --------=-------------------------------------------------------------------- 1 M 1.000 DL + SZL 2 M 1.000 DL + SZR 3 M 1.000 DL 4 M 1.000 DL + LL 5 M 1.333 DL + WLL 6 M 1.333 DL + WLR Page 2 08/24/2005 •----------------------------- 6 J NCI Building Systems, L.P. 4629UBB - 40X60X129OUBCEXPB --------------------------- D E16 G N SUMMARY REPORT • Page 1 08/24/2005 --------------------------------------------------------------------------------- Frame Reactions and Deflections - Load Combination 1 - DL + SZL Section Member Vertical Horizontal Moment Vertical Horizontal Joint Joint Reaction Reaction Reaction Deflection Deflection Number Number • (KIPS) (KIPS) (KIP -FT) (IN) (IN) ------ 1 ------ 1 -------- 0.620 -------- -0.595 -------- 0.000 -------- 0.000 -------- 0.000 2 2 -0.001 1.002 3 3 -0.334 1.027 4 4 -0.002 1.051 5 5 1.711 -1.385 0.000 0.000 0.000 Frame Reactions and Deflections - Load Combination 2 - DL + SZR Section Member Vertical Horizontal Moment Vertical Horizontal Joint Joint Reaction Reaction Reaction Deflection Deflection Number Number (KIPS) (KIPS) (KIP -FT) (IN) (IN) ------ 1 ------ 1 -------- 1.711 -------- 1.497 -------- 0.000 -------- 0.000 -------- 0.000 2 2 -0.002 -1.064 3 3 -0.441 -1.027 4 4 -0.001 -0.989 5 5 0.620 0.483 0.000 0.000 0.000 Frame Reactions and Deflections - Load Combination 3 - DL Section Member Vertical Horizontal Moment Vertical Horizontal Joint Joint Reaction Reaction Reaction Deflection Deflection Number Number (KIPS) (KIPS) (KIP -FT) (IN) (IN) ------ 1 ------ 1 -------- 1.166 -------- 0.451 -------- 0.000 -------- 0.000 -------- 0.000 2 2 -0.001 -0.031 3 3 -0.387 0.000 4 4 -0.001 0.031 5 5 1.166 -0.451 0.000 0.000 0.000 Frame Reactions and Deflections - Load Combination 4 - DL + LL Section Member Vertical Horizontal Moment Vertical Horizontal Joint Joint Reaction Reaction Reaction Deflection Deflection Number Number (KIPS) (KIPS) (KIP -FT) (IN) (IN) ------ 1 ------ 1 -------- 5.966 -------- 2.535 -------- 0.000 -------- 0.000 -------- 0.000 2 2 -0.007 -0.174 3 3 -2.177 0.000 4 4 -0.007 0.174 5 --------------------------------------------------------------------------------- 5 5.966 -2.535 0.000 0.000 0.000 7 DE GN SUMMARY REPORT NCI Building Systems, L.P. • Page 2 4629UBB - 4OX60XIMUBCEXPB 08/24/2005 ------------------------------------------------------------------------------------------------------------------------ Frame Reactions and Deflections - Load Combination 5 - DL + WLL Section 'Member Vertical Horizontal Moment Vertical Horizontal Joint Joint Reaction Reaction Reaction Deflection Deflection Number Number (KIPS) (KIPS) (KIP -FT) (IN) (IN) ------ 1 ------ 1 -------- -3.047 -------- -3.327 -------- 0.000 -------- 0.000 -------- 0.000 2 .2 0.004 1.345 3 3 0.986 1.265 4 4 0.002 1.186 5 5 -1.822 -0.684 0.000 0.000 0.000 Frame Reactions and Deflections - Load Combination 6 - DL + WLR Section Member Vertical Horizontal Moment Vertical Horizontal Joint Joint Reaction Reaction Reaction Deflection Deflection Number Number (KIPS) (KIPS) (KIP -FT) (IN) (IN) ------ 1 ------ 1 -------- -1.822 -------- 0.684 -------- 0.000 -------- 0.000 -------- 0.000 2 2 0.002 -1.186 3 3 0.986 -1.265 4 4 0.004 -1.345 5 ------------------------------------------------------------------------------------------------------------------------ 5 -3.047 3.327 0.000 0.000' 0.000 : D GN SUMMARY REPORT NCI Building Systems, L.P. Page 3 4629UBB - 4OX6OX129OUBCEXPB 08/24/2005 ------------------------------------------------------------------------------------------------------------------------ EXT.COLUMN 1- 2 Length 10.82 FT Member Angle 90.00 Deg Temp Diff 0. DEG.F Releases 0 Weight 132. LB Section Length Yield No. Segment Web Depth Web Depth Outer Flange Web Max Comb at Load No. (FT) Flg Web Seg Size Start End or Section Thickness Inner Flange Unity Ck Dist Cond 1 10.33 55. 50. 6 1.72 FT 8.00 IN 8.00 IN 5.000 x 0.2500 0.1345 5.000 x 0.2500 0.908 10.3 FT 4 (Controlling Actions) Axial --Allowable Stresses-- --Maximum Stresses— --Unity Check Components-- -----Web Shear----- D Section Force Moment Fa FbO FbI Axial FbO FbI Outer F1. Inner F1. Load Force Allow. - No. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) Axial Bending Bending Cond (KIPS) (KIPS) T 1 5.84 -26.20 23.45 33.00 33.00 1.63 -27.66 27.66 0.07 0.84 0.84 4 -2.53 19.43 ------------------------------------------------------------------------------------------------------------------------ RAFTER 2- 3 Length 19.71 FT Member Angle 4.76 Deg Temp Diff 0. DEG.F Releases 0 Weight 234. LB Section Length Yield No. Segment Web Depth Web Depth Outer Flange Web Max Comb at Load No. (FT) Fig Web Seg Size Start End or Section Thickness Inner Flange Unity Ck Dist Cond 1 19.40 55. 50. 10 1.94 FT 12.00 IN 12.00 IN 5.000 x 0.1875 0.1345 •5.000 x 0.1875 0.792 0.3 FT 4 (Controlling Actions) Axial --Allowable Stresses-- --Maximum Stresses— --Unity Check Components-- -----Web Shear----- D Section Force Moment Fa FbO FbI Axial FbO FbI Outer F1. Inner F1, Load Force Allow. - No. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) Axial Bending Bending Cond (KIPS) (KIPS) T 1 2.99 -25.74 20.88 33.00 28.59 0.86 -21.48 21.48 0.04 0.65 0.75 4 5.41 16.86 ------------------------------------------------------------------------------------------------------------------------ RAFTER 3- 4 Length 19.71 FT Member Angle -4.76 Deg Temp Diff 0. DEG.F Releases 0 Weight 234. LB Section Length Yield No. Segment Web Depth Web Depth Outer Flange Web Max Comb at Load No. (FT) Flg Web Seg Size Start End or Section Thickness Inner Flange Unity Ck Dist Cond 1 19.40 55. 50. 10 1.94 FT 12.00 IN 12.00 IN 5.000 x 0.1875 0.1345 5.000 x 0.1875 0.792 19.4 FT 4 (Controlling Actions) Axial --Allowable Stresses-- --Maximum Stresses— --Unity Check Components-- -----Web Shear----- D Section Force Moment Fa FbO FbI Axial FbO FbI Outer Fl, Inner F1, Load Force Allow. - No. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) Axial Bending Bending Cond (KIPS) (KIPS) T 1 2.99 -25.74 20.87 33.00 28.59 0.86 -21.48 21.48 0.04 0.65 0.75 4 -5.41 16.86 ------------------------------------------------------------------------------------------------------------------------ NCI Building Systems, L.P. DIGN SUMMARY REPORTS Page 4 1 O 4629UBB - 4OX6OX129OUBCEXPB 08/24/2005 ------------------------------------------------------------------------------------------------------------------------ EXT.COLUMN 5- 4 Length 10.82 FT Member Angle 90.00 Deg Temp Diff 0. DEG.F Releases 0 Weight 132, LB Section Length Yield No. Segment Web Depth Web Depth Outer Flange Web Max Comb at Load No. (FT) Fig Web Seg Size Start End or Section Thickness Inner Flange Unity Ck Dist Cond 1 10.33 55. 50. 6 1.72 FT 8.00 IN 8.00 IN 5.000 x 0.2500 0.1345 5.000 x 0.2500 0.908 10.3 FT 4 (Controlling Actions) Axial --Allowable Stresses-- --Maximum Stresses— --Unity Check Components-- -----Web Shear----- D Section Force Moment Fa FbO FbI Axial FbO FbI Outer F1. Inner F1. Load Force Allow. - No. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) Axial Bending Bending Cond (KIPS) (KIPS) T 1 5.84 -26.20 23.45 33.00 33.00 1.63 -27.66 27.66 0.07 0.84 0.84 4 -2.53 19.43 ------------------------------------------------------------------------------------------------------------------------ Frame Weight (excluding connections, clips and flange braces) is 731 LB F'ANGE BRACE REPORT F' NCI Building Systems, L.P. 4629UBB - 4OX6OX129OUBCEXPB Flange Brace Removal Option: OFF -------------------------------- COLUMN 1 - 2 Girts located at 7.33FT Braced at B RAFTER 2 - 3 Purlins located at 4.66FT 9.68FT 14.7OFT 18.44FT 19.72FT Braced at B B B B B RAFTER 3 - 4 Purlins located at 1.28FT 5.02FT 10.03FT 15.05FT 19.72FT Braced at B B B B B COLUMN 5 - 4 Girts located at 7.33FT Braced at B ----------------------------------------------------------------- • 11 Page 1 08/24/2005 Design Thk.: 16 ga= 0.059*5 ga= 0.065, 14 ga= 0.070, ® ga= 0.085, 12 ga= 0.10 MIDWEST METALLIC PAGE 1 12 *** PURLIN DESIGN *** JOB NUMBER : UBC ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :3@20. INSET LEFT (FEET) .667 PURLIN EXTN LEFT (FT.): .00000 ROOF SLOPE :1.000/12 PURLIN DEPTH (INCH) 8.00 TOP FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** INSET RIGHT (FEET) .667 PURLIN EXTN RIGHT (FT.) .00000 HORIZONTAL SPACING (FT.): 5.00000 DEAD LOAD (PSF) 2.00 LIVE LOAD (PSF): 20.00 WIND VELOCITY PRESSURE (q): 12.860 PSF SPECIAL WIND COEFF.: -1.00 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.035 MAX. SHEAR OR BENDING UNITY CHECK :1.035 MAX. DEFLECTION LIMIT PER SPAN : L/150. *** LOADING COMBINATION *** 1. DL+LL 2. DL+WL *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP WIND DL + WL DL + LL # ---- LENGTH -------- LEFT ------ SECTION ------- RIGHT ------- COEF (KLF) (KLF) 1 .6667 .0000 8Z16 .0000 --- --- - -1.0000 ------- -.0546 ------- .1096 2 19.3333 .0000 8Z16 .3125 -1.0000 -.0546 .1096 3 20.0000 .3125 8Z16 .3125 -1.0000 -.0546 .1096 4 19.3333 .3125 8Z16 .0000 -1.0000 -.0546 .1096 5 .6667 .0000 8Z16 .0000 -1.0000 -.0546 .1096 0 *** FLANGE BRACE INFORMATION *** • 13 SPAN NOLENGTH OUTSIDE SPAN NO (FT.) BRACES 1 .667 1@.6667 2 19.333 20@1.0000 3 20.000 20@1.0000 4 19.333 20@1.0000 5 .667 1@.6667 INSIDE BRACES 1@.6667 1@19.3333 1@20.0000 1@19.3333 1@.6667 *** PURLIN DESIGN *** JOB NAME: UBC • PAGE 2 14 LOADING COMBINATION -- DL+LL ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! .00 .00 ! .00 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -.02! -.07! 4.97 2.28 ! .03 .00 .00! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -.02! .96! 4.97 2.28 ! 42 .00 .18! !LL! .00! .00! .00 .00 ! 00 .00 .00! 2!FM! 4.18! .00! 4.97 2.28 ! .00 .84 .84! 200 !RL! -1.59! -1.12! 4.97 2.28 ! .49 .32 .34! !RS! -1.94! -1.16! 9.94 4.57 ! .25 .20 .10! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va)'! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -1.94! 1.10! 9.94 4.57 ! .24 .20 .10! !LL! -1.61! 1.06! 4.97 2.28 ! .46 .32 .32! 3!FM! 3.54! .00! 4.97 2.28 ! .00 .71 .71! 242 !RL! -1.61! -1.06! 4.97 2.28 ! .46 .32 .32! !RS! -1.94! -1.10! 9.94 4.57 ! .24 .20 .10! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -1.94! 1.16! 9.94 4.57 ! .25 .20 .10! !LL! -1.59! 1.12! 4.97 2.28 ! .49 .32 .34! 4!FM! 4.18! .00! 4.97 2.28 ! .00 .84 .84! 200 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- -.02! -.96! 4.97 2.28 ! .42 .00 .18! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -.02! .07! 4.97 2.28 ! .03 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 5!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .00! .00 .00 ! .00 .00 .00! *** PURLIN DESIGN *** JOB NAME: UBC le PAGE 3 15 LOADING COMBINATION -- DL+WL ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! .00 .00 ! .00 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- .01! .04! 6.63 3.05 ! .01 .00 .00! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .01! -.39! 6.63 3.05 ! .13 .00 .02! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -1.41! .00! 3.31 3.05 ! .00 .43 .00! 777 !RL! 2.39! .64! 6.63 3.05 ! .21 .36 .17! !RS! ------------------------------------------------------------------------------- 2.59! .66! 13.25 6.09 ! .14 .20 .06! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! 2.59! -.55! 13.25 6.09 ! .12 .20 .05! !LL! 2.42! -.53! 6.63 3.05 ! .17 .37 .16! 3!FM! -.14! .00! 6.34 3.05 ! .00 .02 .00! 2002 !RL! 2.42! .53! 6.63 3.05 ! .17 .37 .16! !RS! --------------------------------------------------7---------------------------- 2.59! .55! 13.25 6.09 ! .12 .20 .05! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! 2.59! -.66! 13.25 6.09 ! .14 .20 .06! !LL! 2.39! -.64! 6.63 3.05 ! .21 .36 .17! 4!FM! -1.41! .00! 3.31 3.05 ! .00 .43 .00! 777 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ---------------7--------------------------------------------------------------- .01! .39! 6.63 3.05 ! .13 .00 .02! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .01! -.04! 6.63 3.05 ! .01 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 5!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .00! .00 .00 ! .00 .00 .00! Design Thk.: 16 ga= 0.059, 5 ga= 0.065, 14 ga= 0.070, ga= 0.085, 12 ga= 0.10 MIDWEST METALLIC. PAGE 1 16 *** EAVE STRUT DESIGN *** JOB NUMBER : UBC ( ANALYSIS ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :3@20. BAY SPACING (FEET) .67 INSET LEFT (FEET) .6670 EAVE EXTN LEFT (FT.) .0000 ROOF SLOPE 5 :1.000/12 EAVE STRUT DEPTH (INCH) : 8.00 TOP FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** INSET RIGHT (FEET ) . .6670 EAVE EXTN RIGHT (FT.) .0000 HORIZONTAL SPACING (FT.) 2.5000 DEAD LOAD (PSF) : 2.000 LIVE LOAD (PSF):20.000 WIND VELOCITY PRESSURE (q): 12.860 PSF SPECIAL WIND COEFF.:-2.000 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.030 MAX. SHEAR OR BENDING UNITY CHECK :1.030 MAX. DEFLECTION LIMIT PER SPAN : L/100. SPAN LENGTH MOMENT -FT- 1 .67 2 19.33 3 20.00 4 19.33 5 .67 SECTION AREA MOMENT WIND NAME IN.SQ. INERTIA COEF 8ES14 1.256 12.92 -2.0000 8ES14 1.256 12.92 -2.0000 8ES14 1.256 12.92 -2.0000 8ES14 1.256 12.92 -2.0000 8ES14 1.256 12:92 -2.0000 DL + WL DL + LL (KLF) (KLF) -.0595 .0548 -.0595 .0548 -.0595 .0548 -.0595 .0548 -.0595 .0548 **� EAVE STRUT DESIGN *** • JOB NAME: UBC PAGE 2 17 **** DEAD + LIVE LOAD **** ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! -161 RS! -.01! .04! 6.96 3.58 ! .01 .00 .01! ----------------------------------7-------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -.01! .53! 6.96 3.58 ! .15 .00 15! 2!FM! 2.55! .00! 6.95 3.58 ! .00 .37 .37! -514 RS! .00! -.53! 6.96 3.58 ! .15 .00 .15! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .55! 6.95 3.58 ! .15 .00 .15! 3!FM! 2.74! .00! 6.95 3.58 ! .00 .39 .39! -463 RS! .00! -.55! 6.95 3.58 ! .15 .00 .15! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! -----------------------------------------------------------=------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .53! 6.96 3.58 ! .15 .00 .15! 4!FM! 2.55! .00! 6.95 3.58 ! .00 .37 .37! -514 RS! -.01! -.53! 6.96 3.58 ! .15 .00 .15! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- -------.------------------------------------------------------------------------ !LS! -.01! -.04! 6.96 3.58 ! .01 .00 .01! 5!FM! .00! .00! .00 .00 ! .00 .00 .001 -161 RS! .00! .00! .00 .00 ! .00 .00 .00! *** SAVE STRUT DESIGN • *** JOB NAME: UBC PAGE 3 18 **** DEAD + WIND LOAD **** ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K-FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! 148 RS! .01! -.04! 9.28 4.77 ! .01 .00 .01! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K-FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .01! -.58! 9.28 4.77 ! .16 .00 .16! 2!FM! -2.78! .00! 3.73 4.77 ! .00 .74 .74! 473 RS! ------------------------------------------------------------------------------- .00! .57! 9.28 4.77 ! .16 .00 .16! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K-FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.60! 9.27 4.77 ! .17 .00 .17! 3!FM! -2.98! .00! 3.72 4.77 ! .00 .80 .80! 426 _ RS! .00! .60! 9.27 4.77 ! .17 .00 .17! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K-FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.57! 9.28 4.77 ! .16 .00 .16! 4!FM! -2.78! .00! 3.73 4.77 ! .00 .74 .74! 473 RS! .01! .58! ----------------------------------------------------------- 9.28 4.77 ! .16 .00 .16! ------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K-FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- --------------------------------------------------------------•----------------- !LS! .01! .04! 9.28 4.77 ! .01 .00 .01! 5!FM! .00! .00! .00 .00 ! .00 .00 .00! 148 RS! .00! .00! .00 .00 ! .00 .00 .00! Design Thk.: 16 ga= 0.059, 5 ga= 0.065, 14 ga= 0.070, ga= 0.085, 12 ga= 0.10 MIDWEST METALLIC PAGE 1 19 *** GIRT DESIGN *** *** FRONT SIDEWALL *** JOB NUMBER : UBC ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :3@20. INSET LEFT (FEET) .6667 ROOF SLOPE N0. 1.00/12 GIRT DEPTH (INCH) 8.00 OUTSIDE FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** INSET RIGHT (FEET) .6667 MAX. TRIBUTARY SPACING (FT.) : 5.6667 GIRT CONDITION :FLUSH WIND VELOCITY PRESSURE (q): -12.86 PSF WIND LOAD PRESSURE COEFF. .90 'WIND LOAD SUCTION COEFF. :- .90 MAX. COMBINED SHEAR AND BENDING UNITY CHECK 1.03 MAX. SHEAR OR BENDING UNITY CHECK 1.03 MAX. DEFLECTION LIMIT PER SPAN :L/ 90. SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION N0. SPACING TRIB SPA COEF COEF (KLF) (KLF) ---- 1 ------- 19.3333 -------- 5.6667 -------- .9000 ------- -.9000 -------- .0656 ------- -.0656 2 20.0000 5.6667 .9000 -.9000 .0656 -.0656 3 19.3333 5.6667 .9000 -.9000 .0656 -.0656 *** LOADING COMBINATION *** 1. WLP 2. WLS GIRTS ARE CONNECTED USING LONG CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT ---- 1 -------- 19.3333 ------ .0000 ------- 8216 ------ .0000 2 20.0000 .0000 8Z16 .0000 3 19.3333 .0000 8Z16 .0000 *** FLANGE BRACE INFORMATION *** • 20 SPAN INSIDE BRACES 1@20.0000 1@20.0000 1@20.0000 NOLENGTH OUTSIDE SPAN NO (FT.) BRACES 1 19.333 20@1.0000 2 20.000 20@1.0000 3 19.333 20@1.0000 *** GIRT DESIGN *** •*** FRONT SIDEWALL *** • 21 JOB NAME: UBC PAGE 2 LOADING COMBINATION -- WLP ----------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY -------------------- CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .48! 6.63 3.05 ! .16 .00 .03! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! 1.78! .00! 6.63 3.05 ! .00 .27 .27! 574 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ----------------------------------------------------- -2.45! -.74! 6.63 3.05 ! .24 .37 .20! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! 7------------------------- UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -2.45! .62! 6.63 3.05 ! .20 .37 .18! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! .45! .00! 6.63 3.05 ! .00 .07 .07! 9999 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- -2.45! -.62! 6.63 3.05 ! .20 .37 .18! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS.! -2.45! .74! 6.63 3.05 ! .24 .37 .20! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! 1.78! .00! 6.63 3.05 ! .00 .27 .27! 574 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.48! 6.63 3.05 ! .16 .00 .03! JOB NAME: UBC *** GIRT DESIGN *** ®*** FRONT SIDEWALL *** LOADING COMBINATION -- WLS PAGE 3 22 ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.48! 6.63 3.05 ! .16 .00 .03! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! -1.78! .00! 3.31 3.05 ! .00 .54 .00! 574 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! 2.45! .74! 6.63 3.05 ! .24 .37 .20! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! ##! ------------=------------------------------------------------------------------ K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! 2.45! -.62! 6.63 3.05 ! .20 .37 .18! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -.45! .00! 3.31 3.05 ! .00 .14 .00! 9999 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ---------------------=---------------------------------------------------------- 2.45! .62! 6.63 3.05 ! .20 .37 .18! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! 2.45! -.74! 6.63 3.05 ! .24 .37 .20! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! -1.78! .00! 3.31 3.05 ! .00 .54 .00! 574 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .48! 6.63 3.05 ! .16 .00 .03! Design Thk.: 16 ga= 0.059 5 ga= 0.065, 14 ga= 0.070, ga= 0.085, 12 ga= 0.10 MIDWEST METALLIC PAGE 1 *** GIRT DESIGN *** 23 *** LEFT ENDWALL *** JOB NUMBER : UBC ( OPTIMIZE SHORT ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) 12.000,16.000,12.000 INSET LEFT (FEET) .8438 INSET RIGHT (FEET) .8438 ROOF SLOPE .00/12 MAX. TRIBUTARY SPACING (FT.) 6.5000 GIRT DEPTH (INCH) 8.00 GIRT CONDITION :FLUSH OUTSIDE FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): -12.86 PSF WIND LOAD PRESSURE COEFF. : .90 WIND LOAD SUCTION COEFF. 1.20 MAX. COMBINED SHEAR AND BENDING UNITY CHECK 1.03 MAX. SHEAR OR BENDING UNITY CHECK 1.03 MAX. DEFLECTION LIMIT PER SPAN :L/ 90. SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION N0. SPACING TRIB SPA COEF COEF (KLF) (KLF) ---- 1 ------- 11.1563 -------- 6.5000 -------- .9000 ------- -1.2000 -------- .0752 ------- -.1003 2 16.0000 6.5000 .9000 -1.2000 .0752 -.1003 3 11.1563 6.5000 .9000 -1.2000 .0752 -.1003 *** LOADING COMBINATION *** 1. WLP 2. WLS GIRTS ARE CONNECTED USING SHORT CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT ---- 1 -------- 10.6146 ------ .0000 ------- 8Z16 ------ .0000 2 15.4583 .0000 8Z16 .0000 3 10.6146 .0000 8Z16 .0000 *** FLANGE BRACE INFO *TION *** • 24 SPAN INSIDE BRACES 1@12.0000 1@16.0000 1@12.0000 NOLENGTH OUTSIDE SPAN NO (FT.) BRACES 1 10.615 12@1.0000 2 15.458 16@1.0000 3 10.615 12@1.0000 *** GIRT DESIGN *** *** LEFT ENDWALL *** • JOB NAME: UBC LOADING COMBINATION -- WLP PAGE 2 ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #!' K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .40! 6.63 3.05 ! .13 .00 .02! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! 1.06! .00! 6.63 3.05 ! .00 .16 .16! 1356 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.40! 6.63 3.05 ! .13 .00 .02! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .58! 6.63 3.05 ! .19 .00 .04! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! 2.25! .00! 6.63 3.05 ! .00 .34 .34! 439 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.58! 6.63 3.05 ! .19 .00 .04! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .40! 6.63 3.05 ! .13 .00 .02! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! 1.06! .00! 6.63 3.05 ! .00 .16 .16! 1356 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.40! 6.63 3.05 ! .13.00 .02! 25 JOB NAME: UBC *** GIRT DESIGN *** •*** LEFT ENDWALL *** • LOADING COMBINATION -- WLS PAGE 3 26 ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.53! 6.63 3.05 ! .17 .00 .03! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! -1.41! .00! 3.31 3.05 ! .00 .43 .00! 1017 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- .00! .53! 6.63 3.05 ! .17 .00 .03! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY'CHECKS ! DEFL ! #! -----------------------------------------------------=------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.78! 6.63 3.05 ! .25 .00 .06! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -3.00! .00! 3.31 3.05 ! .00 .90 .00! 329 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- .00! .78! 6.63 3.05 ! .25 .00 .06! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.53! 6.63 3.05 ! .17 .00 .03! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! -1.41! .00! 3.31 3.05 ! .00 .43 .00! 1017 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .53! 6.63 3.05 ! .17 .00 .03! Design Thk.: 16 ga= 0.059, 15 ga= 0.06 14 ga= 0.070, 13 ga- 0.085, 12 ga= 0.10 MID�TALLIC *** COL SIGN *** *** LEFT ENDWALL *** JOB NUMBER : UBC ( OPTIMIZATION ) *** GEOMETRIC DATA *** BAY SPACING (FEET) 12.000,16.000,12.000 BAY SPACING (FEET) FS EAVE HEIGHT (FEET) 12.00 BS EAVE HEIGHT (FEET) 12.00 FS TO RIDGE (FEET) 20.000 FS ROOF SLOPE : 12 1.00 END FRAME (BF,MF) BF GIRT CONDITION FLUSH PURLIN DEPTH (INCHES) 8.00 RAFTER DEPTH (INCHES) 8.000 ENDWALL BRACING TYPE C # BAYS : 1 LOCATION :A **+ DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): 12.86 PSF BUILDING GOND. (E,P,O): E COLUMN DEFLECTION LIMIT L/ 90. SPCL.EW COL.PRES.COEF.: .900 SPCL.EW COL.SUCTION COEF. -.900 SHEAR + BENDING LIMIT : 1.03 SHEAR OR BENDING LIMIT 1.03 *** LOADING COMBINATIONS *** 1.DL+LL 2.DL+WLP 3.DL+WLS *** DESIGN RESULTS AND WIND LOADING *** COL SECTION ANAL. TRIB. MIDSPAN PRESSURE SUCTION PRESSURE SUCTION # SIZE LENGTH SPACING HEIGHT COEF. COEF. (KLF) (KLF) --- -------- ---------------------------- ------- -------- ------- 1 8X3.5C16 11.392 6.000 12.250 .900 -.900 .069 -.069 2 8X3.5C14 12.310 14.000 13.083 .900 -.900 .162 -.162 3 8X3.5C14 12.310 14.000 13.083 .900 -.900 .162 -.162 4 8X3.5C16 11.392 6.000 12.250 .900 -.900 .069 -.069 27 +++ COL DESIGN *** ++* LE WALL *** • JOB NAME: UBC PAGE 2 +++ COLUMN NUMBER : 1 SIZE : 8X3.5C16 *** G1 (FEET) = 7.292 AXIAL BENDING< ----- ALLOWABLE FORCES -----> -UNITY CHECK ---- > COMB MAX LOAD I FORCE MOMENT AXIAL MOMENT MOMENT SHEAR I< -- OUTER INNER I UNITY DEF COMB LOC kips kip -ft I kips kip -ft kip -ft kips JAXIAL FLGE. FLGE. I CHECK I L/ ---- ---- ------- --------I------- ------ ----------- I ----- ----- ------ -------I---- 1 FM 1.10 .37 8.33 4.84 4.06 2.14 .13 .08 .09 .22 0 1 G1 1.10 .37 8.33 4.84 4.06 2.14 .13 .08 .09 .22 2 FM -.66 -1.35 42.79 6.45 5.41 2.66 -.02 .21 .25 .26**** 2 G1 -.66 -1.35 42.79 6.45 5.41 2.86 -.02 .21 .25 .26 3 FM -.66 .91 42.79 6.45 5.41 2.861 -.02 .14 .17 1 .15 11479 3 G1 -.66 .91 42.79 6.45 5.41 2.86 -.02 .14 .17 ( .15 +** COLUMN NUMBER : 2 SIZE : 8X3.5C14 *** Gl (FEET) = 7.292 AXIAL BENDING< ----- ALLOWABLE FORCES ----- >I< --- UNITY CHECK ---->1 COMB I MAX LOADI I FORCE MOMENT AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMB LOC I kips kip -ft kips kip -ft kip -ft kips JAXIAL FLGE. FLGE. I CHECK I L/ ---- I ---- I ------- --------I------- ------ ----------- I ----- ----- ------ -------I --- 1 FM 1 3.50 1.17 10.79 6.39 5.35 3.58 .32 .18 .22 .54 0 1 Gl 1 3.50 1.17 10.79 6.39 5.35 3.58 .32 .18 .22 .54 2 FM -2.10 -3.77 50.77 8.52 7.13 4.77 -.04 .44 .53 1 .57-593 2 G1 -2.10 -3.77 50.77 8.52 7.13 4.77 -.04 .44 .53 1 .57 3 I FM -2.10 2.55 50.77 8.52 7.13 4.771 -.04 .30 .36 1 .32 1 593 3 Gl -2.10 2.55 50.77 8.52 7.13 4.771 -.04 .30 .36 1 .32 *** COLUMN NUMBER : 3 SIZE : 8X3.5C14 *** Gl (FEET) = 7.292 AXIAL BENDING Ic----- ALLOWABLE FORCES ----- > <---UNITY CHECK ---->1 COMB I MAX LOAD I FORCE MOMENT AXIAL MOMENT MOMENT SHEAR OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips JAXIAL FLGE. FLGE. I CHECK I L/ ---- I ---- I ------- -------- ------- ------ ----------- I ----- ----- ------ ------- 1 FM 3.50 1.17 10.79 6.39 5.35 3.56 .32 .18 .22 .54 0 1 Gl 3.50 1.17 110.79 6.39 5.35 3.581 .32 .18 .22 .54 2 FM -2.10 -3.77 50.77 8.52 7.13 4.77 -.04 .44 .53 .57-593 2 Gl -2.10 -3.77 50.77 8.52 7.13 4.771 -.04 .44 .53 1 .57 3 FM ( -2.10 2.55 50.77 8.52 7.13 4.77 -.04 .30 .36 1 .32 1 593 3 Gl -2.10 2.55 50.77 8.52 7.13 4.77 -.04 :30 .36 1 .32 ii ] ••• COLSZGN ••• r** LE WALL ++r JOB NAME: UBC +** COLUMN NUMBER : 4 SIZE : 8X3.5C16 r*• G1 (FEET) _ AXIAL BENDING< ----- ALLOWABLE FORCES -----> LOAD I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR COMBILOC I kips kip -ft I kips kip -ft kip -ft kips ---- I ---- I ------- -------- I ------- ------ ------ ----- 1 FM 1 1.10 .37 8.33 4.84 4.06 2.14 1 G1 1 1.10 .37 8.33 4.84 4.06 2.14 2 I FM -.66 -1.35 42.79 6.45 5.41 2.86 2 G1 -.66 -1.35 42.79 6.45 5.41 2.86 3 FM -.66 .91 142.79 6.45 5.41 2.86 3 G1 -.66 .91 f 42.79 6.45 5.41 2.86 PAGE 3 • 7.292 <---UNITY CHECK ---->1 COMB I MAX OUTER INNER UNITY DEF AXIAL FLGE. FLGE. CHECK L/ ----- ----- -------------�---- .13 .08 .09 .22 0 .13 .08 .09 .22 -.02 .21 .25 .26*+++ -.02 .21 .25 .26 -.02 .14 .17 1 .15 11479 -.02 .14 .17 1 .15 29 Design Thk.: 16 ga= 0.059 5 ga= 0.065, 14 ga= 0.070, ga= 0.085, 12 ga= 0.10 MIDWEST METALLIC PAGE 1 30 *** ENDWALL DESIGN *** *** LEFT ENDWALL *** *** ENDWALL RAFTER *** JOB NUMBER : UBC ( ANALYSIS ONLY ) *** GEOMETRIC DATA *** ENDWALL COLUMN SPACING: 12.000,16.000,12.000 ENDWALL COLUMN SPACING: ENDBAY (FEET) :20.0000 PURLIN EXTN. (FEET) .0000 FRONT SIDE CANOPY (FT): .0000 BACK SIDE CANOPY (FT) .0000 FRONT SIDE ROOF SLOPE 1.00/12 BACK SIDE ROOF SLOPE 1.00/12 PURLIN SPACING (FEET) 5.017 *** DESIGN CRITERIA *** DEAD LOAD (PSF) 3.000 LIVE LOAD (PSF) 20.000 WIND VELOCITY PRESS(q): 12.860 PSF BUILDING CONDITION (E,P,O): E SPCL. GCp Q ENDBAY/2 . -1.300 SPCL. GCp Q OVERHANG -1.300 SHEAR OR BENDING LIMIT: 1.035 RAFTER DEFLECTION LIMIT L/150. *** LOADING COMBINATION *** 1. DL+LL 2. DL+WL *** LOADING *** *** DESIGN RESULTS *** MEM SIZE LENGTH --- ------- -------- 1 8X3.5C16 19.0659 2 8X3.5C16 19.0659 ANALYSIS GCp PURLIN GCpX DL+WL DL+LL SPAN LENGTH ENDBAY/2 COEF. EXTN. COEF. (KLF) (KLF) ------ OH -------- 1.0035 -------- 10.0000 ------- -1.3000 ------ .0000 ------- -1.3000 ------- -.1373` ------- .2292 1 11.0381 10.0000 -1.3000 .0000 -1.3000 -.1373 .2292 2 16.0555 10.0000 -1.3000 .0000 -1.3000 -.1373 .2292 3 11.0381 10.0000 -1.3000 .0000 -1.3000 -.1373 .2292 OH 1.0035 10.0000 -1.3000 .0000 -1.3000 -.1373 .2292 *** DESIGN RESULTS *** MEM SIZE LENGTH --- ------- -------- 1 8X3.5C16 19.0659 2 8X3.5C16 19.0659 *** RAFTER DESIGN *** *** LEFT ENDWALL *** ! 31 JOB NAME: UBC PAGE 2 LOADING COMBINATION -- DL+LL ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 1 ! 1'!**! -.12! .87! 4.87! 2.28! .38! .02! ! 1 !FM! 1.54! .00! 4.87! 2.28! .00! .32! 2297 ! 1 !RS! -4.46! -1.66! 4.87! 2.28! .73! .91! ! 2 !LS! -4.46! 1.84! 4.87! 2.28! .81! .91! ! 2 !**! -2.93! .00! 4.87! 2.28! .00! .60! ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ------------------------------------------------------------------------------ ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- 2 ! 2 !**! 2.93! .00! 4.87! 2.28! .00! .60! 579 ! 2 !RS! -4.46! -1.84! 4.87! 2.28! .81! .91! ! 3 !LS! -4.46! 1.66! 4.87! 2.28! .73! .91! ! 3 !FM! 1.54! .00! 4.87! 2.28! .00! .32! 2297 ! 3 !**! .12! -.87! 4.87! 2.28! .38! .02! *** RAFTER DESIGN *** •** LEFT ENDWALL *** JOB NAME: UBC • PAGE 3 32 LOADING COMBINATION -- DL+WL ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 1 ! 1 !**! .07! -.52! 6.49! 3.05! .23! .01! ! 1 !FM! -.92! .00! 6.29! 3.05! .00! .15! 3831 ! 1 !RS! 2.67! .99! 6.49! 3.05! .43! .41! ! 2'!LS! 2.67! -1.10! 6.49! 3.05! .48! .41! ! 2 !**! 1.76! .00! 6.49! 3.05! .00! .27! ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 2 ! 2 !**! -1.76! .00! 6.49! 3.05! .00! .27! 965 ! 2 !RS! 2.67! 1.10! 6.49! 3.05! .48! .41! ! 3 !LS! 2.67! -.99! 6.49! 3.05! .43! .41! ! 3 !FM! -.92! .00! 6.29! 3.05! .00! .15! 3831 ! 3 !**! -.07! .52! 6.49! 3.05! .23! .01! MIDWEST METALLIC PAGE 1 **+ BRACID*SIGN •*+ JOB NUMBER : UBC 3 3 (FULL OPTIMIZATION) •++ GEOMETRIC DATA *** BAY SPACING (FEET) 3020.00 BRACED TIER SPACES (FT) 12.00,16.00,12.00 FRONT EAVE HEIGHT (FEET): 12.0000 BACK EAVE HEIGHT (FEET) 12.0000 FRONT SIDE ROOF SLOPE 1.0000/12 FRONT SIDE TO RIDGE 20.0000 *++ BRACING DATA *** RF BRACING TYPE CABLE # BAYS 1 LOCATION 2 FS BRACING TYPE CABLE # BAYS 1 LOCATION 2 BS BRACING TYPE CABLE # BAYS 1 LOCATION 2 LE BRACING TYPE CABLE # BAYS 1 LOCATION A RE BRACING TYPE CABLE # BAYS 1 LOCATION A *•* DESIGN CRITERIA *•* WIND VELOCITY PRESS (q) 12.8600 PSF EDGE STRIP WIDTH (FEET) 20.000 INTERIOR COEFFICIENT,GCpR: 1.3000 EDGE STRIP COEFFICIENT,GCpX 1.3000 MAXIMUM UNITY CHECK RATIO: 1.0345 MAX. HORIZONTAL DEFLECTION .0000 +++ LOADING COMBINATIONS **+ 1. WIND LOAD *** BRACING DESIGN *** JOB NUMBER : UBC *** RRACING *** PAGE 2 • (FRONW BACK SIDE) 34 *** BRACING RESULTS *** ------------------------------------------------------------------------------- TIER I TIERC' B RA C I N G- S I Z E/ T E N S I O N NO. I SPACING BAY #2 BAY #0 1 BAY #0 BAY #0 ( BAY #0 ------------------------------------------------------------------------------- 1 1 1 12.0000 1 1/4" DIA I(FS) 1 1 1.79 ------------------------------------------------------------- ----------------- 1 2 1 16.0000 1 1/4" DIA 1 .00 ------------------------------------------------------------------------------- 3 1 12.0000 1 1/4" DIA J(BS) 1 1 1.79 1 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- COL P I STRUTS -TYPEE / FORCE # FORCE I BAY #2 BAY #0 1 BAY #0 BAY #0 BAY #0 1 -----------------------------------------------------=------------------------- FS 6144 STANDARD JEAVE 1 2.15 ------------------------------------------------------------------------------- 1 2 1 1.5311 1 CL - 1 1 1 1 1.53 ----- ------------------------------------------------------------------------ 1 3 1 1.5311 1 CL - 1 1 1 1 1.53 ------------------------------------------------------------------------------- BS 1 .6144 1 STANDARD JEAVE I 1 2.15 1 ------------------------------------------------------------------------------- +** BRAAdbC DESIGN ++* JOB NUMBER : UBC **+ WAWRACING +++ PAGE 3 41, +++ FRONTSIDE +*+ ------------------------------------------------------------------------------- I I TIER I 'C' B R A C I N G- S I Z E/ T E N S I O N I IWALL I SPACING I BAY #2 I BAY #0 I BAY #0 1 BAY #0 I BAY #0 1 ------------------------------------------------------------------------------- FS I 12.0000 11/4" DIA I 1 I I 2.41 I ----- ------------------------------------------------------------------------ *** BACKSIDE *** ------------------------------------------------------------------------------- I I TIER I C' B R A C I N G- S I Z E/ T E N S I O N I IWALL I SPACING I BAY #2 I BAY #0 1 BAY #0 1 BAY #0 I BAY #0 1 ------------------------------------------------------------------------------- BS I 12.0000 11/4" DIA I I I I 2.41 I ------------------------------------------------------------------------------- *** LEFT ENDWALL *+* ------------------------------------------------------------------------------- I I TIER I C' B R A C I N G- S I Z E/ T E N S I O N I IWALL I SPACING I BAY #1 1 BAY #0 I BAY #0 I BAY #0 I BAY #0 1 ------------------------------------------------------------------------------- LE 9.1915 11/4" DIA I I I 1.36 I ------ ------------------------------------------------------------------------- *** RIGHT ENDWALL *** ------------------------------------------------------------------------------- I I TIER I 'C' B R A C I N G- S I Z E/ T E N S I O N I IWALL SPACING I BAY #1 I BAY #0 I BAY #0 I BAY #0 I BAY #0 I ------------------------------------------------------------------------------- RE I 9.1915 11/4" DIA I I I I 1.36 I ------------------------------------------------------------------------------- 35 - >L*B0R F ',`•'� � V OFL 11 A i •i�� TJi =iTTD 4 [CC_vT•_Gn T11L •l Or_7 TTUC Ah7 • L DV11 1iJ71C�7 ,t 1•-tT t' CDS=lVS1�h7 La'QCT, '1KD AVT DRi:17D*t . >.....•�YU 7=•.•_,w3 3L'i �.•IttT�i 1.►:7t7v ` "ti; wp CGDE ice) 7'c?70 Z.O-Lc-C E?�5 S�'ND -01 ii ca-t. o. -~1 1- �.i car •i�li-r�.475- S L�. ,__SZ_ ;1 i.e wreak Z ; t r C 25LJ -BA 1/411 • .... ' • :. 1I2" . 6, 550 - iWC. 312 BA S f16J' � ► It. 2C'D FWC 3 75. BA'_ 3!-a'1 15,&C0 FNC 437 .EA .. — /:b :cD, ECD . - • - - .• FWC 500 2A Tests vare cc_.Cucted usin3 t-he Flo �c e tic :d Grips, --c E B stra:. d andeJebo-lts zs set forth in t_Se aJDVe .Lsbl' withm zil• te- - -zed =ssz=blies F,ctiid.ng of least 1GOX of *the strond rated Sre_'_;i_ D9 load per ASTT:-A475. q Y/000 O•Certi�ied ..Pi 1 1 1 No. 26773 Gii i�STI�iG LA;=G . . �. /�/ 57ATE .DF = � C' c h�rl.s L. Y'Core, P. ir "`'''C 6uZraat�es t},ot all tress brece assetsblies fabricated is zccordanCe .i[h tbe oe tzblP vill nee•t or excee'3 t5e specified Minimum arseably 10rc�kin-9 strength_ Nb M1 : ' Section pro wiles end - ` P P . allowables are ccmpuled In accordanc 1986 edlllon of the AISI speclficalfons vdlh 1889 addegdum. e vdlh.►ha x. i It and lyare for "dellecllon delemllnailon• / • Se and Sy ere for bending . I Fy=57.0 KSI '' Y Fu 3 70.0 KSI 5ecllonName DIMENSIONAL ROPERTIES •'' ' 0 x B ALLOWAOLES AXIS X ,n Gage Thl k Weigh('. Area Lip AXIS Y•Y ' In Ib / If Int . p M. V. I• 8xZ.5Ci6 8x2.5- . In S.� II -k R. 16 J �_ kl s In( In, Ir S„ R, 0.099 2.996 0.822 0.773 In In Ing In 8 x 2.5 C15 I- 4.744 2.332 7.791 1,6.68 „ 8 x 2.5 15 0.066 3.080. 0,906 0,788 3.079 0.675 0.335 • 5,415' ' •• 3,124. 0,906 8 x 2.5 C 14 8 x 2.5 8.566 11904 3.075 0,743 14 0,07 3.317 0.976 0,800 •.5,827 •3,907 0.375 0:906 8 x Z.5 C 1J 8 x 2,5 9.210 2.049 -J,0-72 0,000 ' 13 0.06 4.028 • 1,185 ' 0.408. 0,906 8 x.2.5 C12. O.BJ6 7.683 7.073 11.126 8 x 2.5 1Z ' 0.105 2,701 3.065 0.970 0,511 4,976 1.463 0,865. 9,'7.05 0.995 10 x 2,5 C16 -- 12.661 13.649 3.412 J.054 10 x 2.5 18 0.05 3,197 :0.940 0,773 1,196 0.649 0.904 10 x 7.5 C15 10 x Z.5 5:863 .•1,842 13,256 Z.O6.1 15 0,06 3.522 '1,036 0.788. 3.755 0.719 0,336 s.e3o " '--- 0:87 10 x 2.5 G14 10 x 2.5 2.456 14.582 2.401 3.752 14 0.07 3.793 1,116 0,800- 0.792 0.376 0,874 10 x 2.5 C13 7.608 0.083 15:685 2,675 10 x 2.5 13 0,085 4,646 . 3,750. 0,853 0.410 1.355 0,836 10.489 5,538 -=-_ 0,074 10x2.5C12 � 10x2.5 � '- '18,973 3:688. 12 0.105 5:690 3.742 1,OJ5 , 0.513 1,673 0,885 13.263 10,483. , • 0,074 12 x 2,5 C 16 12 x 2.5 23.316 4.66J .•J,733 1,277 16 0.059 3.598 1,056 0.773 b•654 0.874 12 k 2.S C15 6.997 ' 1,522 20.601 1:460 12.x 2.5 15 . .0.065 3.964 4.412' 0,754 0.337 1,166 0,788 8.119 1.037 0.844 12 x 2.5 C14 1Z x 2.5 . 14 0,070 22.670 2.855 4.410 4,769, 1:256' O,A30 O.J77 0.644 1Z x 2,5 C13 0,800 9,014 2,546 .14,39) 3.169 11 x 2.5 13 0,085 4,407. 0,094 0,411 5,184 1:525 0,836 13,385 4,511. x644 11 x 2.5 C 11 1 Z x 2.5 29,529 4.706 4.401 1z 0.105 6.404 1.883 0.685 1.085 O.bl5. 0.844w • 17,222 � 8,646 •36.329 6.055 • 4,392 1.340 0.657 0.843 Revlslon pale: A.uOusl 12, 199a � , Y . .�-�---� •rT . • _. .. •.. __ •' •NorES; •.. • ., • •• , •• • • '. j • • . Section properlles and allowables are. ccni ule • A p d In accordance ►�N`ilfle. ' 1986 edillon of the AISI specllicallons %Nih 1969 addendum, ox X 'It and Ir are for deneclion deler'minaUan S, shd Sr are for bending I Fy=57.0K51 ''k I Y • • � � .. 'FU 70.0 KSI Secllon I•lame r DIM ENSIONA PROPERTIES AILOWAeLEe D n B Oage Thick Welghl Area F M,' AXIS X•X AXIS Y. y, LI V• I. �Ib /it In2 In • fl – k k--�s In' �' R. R 14 x'2.5C16 14x2,5 16 0.0 9 In li 5" r 4,000 1,176 0,771 8,144' n In In 14 x 2.5 cis 15 0.0'65 1.298 30,063 ' 2.661 . 5,055 0,70 14 x 2.5 4.406 1.296 0.788 9.421., 1.735. 33.089 O.JJ7 0,015 14 x 2.5 C14 14 x 2.5 11 3.314 5.053 0,861 0,378 14 0.070 4.745 1,396 0,8U0 ----- 0,815 10,444 2.169 35,608, 3.072 5,051 0.927 14x2.5'C11 14x2,5 11 0:0 5 0.412 • 0,813 5,762 1;695 0.036 , . 15,147 1,891 14 x 2,5 C 12 14 x 2.5 --�--�- 41.114 5.196 5,045 1.1.26 12 0.1 5 7,118 .2.093 0— 885' — 0,518 0•,015 21,580 , _T;0,57., 53,110 .7,507, 5,037 �- 1.3�J0 0.659 0.015 ----------------- nevlslon pale; Auousl 12. 1998 I co File: Oennrrormisecllon n..,..s,I__ -, _ Y _ I '-SecUoh properlles and allowables ere•cempllled In 1986.edlllon of the AM specidcalions accordance Al Aia wilh 1-966'addendum, x --X I� and Ir are for delleclion delermina.06 a.,tars S, acid S*are for bending Fy =,57.01(51 r FU 70.01(SI Secllon Name DIM ENSIGNA ;PROPERTIES • � ALLvWA13LE5 AXIS X•X On) Gage Tl�ck Welghl .. •Area Lip M, A�l15 Y•Y . 8 x J.5 C 18 B x 3.5 16 �— I Ib / If Int In . • '�"� fl - k --`�— klf s --k- js — In, � In Ing 0,059' 3,197 0,940 0,773' ' 4,870 2.33.2 9,652 h 1:712 5.204 In In e x 3.5 Cis 8 x J,5 • 15 '0,065 3.522 • 1.036 0,787 1.523 0,548 1,273 8 x 3.5 C14 e x 3.5 1�1 G,o17O • 5,714 3,174 10,612 Z.Oos 31701 1,678 0.614 1,273 8 x 3,5 C IJ 8 x 3.5 13 3,793 1,116 0,800 6.402''' 3,907' 11..411 2T 251 _ 3,tse 1,808 0,670 1,273 e x 3.5 C17 0.05 05 - 4.606 1.355 0,936. 8,092. 7.023 13.789 --!_ 2.196 2,845 3.190 8 x 3,5. 12 0— 5.690 1;613 O.BBS. 10,164 17 e'1 S �— • 0.841 1,773 ' 10 x J,5 C 16 10 x 3,5 11 0,0 _ .15,9 71 • 3.574 • 3,180 2,712 1,074 �— 1,173 10 x 3:5 C 15 10 x 3,5 .16 15• 1 9 . 3:598 1:058 0,773 6,0:71 1,842 1G,17,.1 2, IJd 3,909 1,833 0.550 _1 1 lox3.5C14 0.0 5 3.964 1,166 0,787• 7,102 . 2,466• 17.790 2.497 3.906 1,800 10x3.5 14 0,0 0 4,269 1.256 0,800 8.033 3,083 19.136 0.617 1.243 t0 x 3.5 C13 •10 x J,5 13 O.G�5 2.824 • 0.904 1.939 7 0,63 1.243 10 x 3.5 C12. 10 x 3,5 5,184 1:525 •0,836'; 11,022 5,538 23.151 3,875 3.897 2.356 0.845 12 x J.5 C 16 IZ 0,10 6,404 1,883 0,805 13.827 10,483 20,456 4 est, 3, ' ` �- 1.74 12 x 3.5 16 0,0 9 • 4,000. 1,176 ' 0.77.3 7,279 2.912 ',1.082 ., 1,74J 12x3.5C15 17 x.3.5 15. 0.0 5 1,512 24,860. 2.559 , 4,592 1,721 0� 5�- 1,210 12 x J,5 C 14 12, x 3.5 14 4.406 1.296 D.787 —`—`T'- 8.494 — 2.037 27.299 1,086 4,590 1,697 __T_-- 0,618 0.07 4,745 1.39G 0,000 0.50E 2546 . 29372 1.210 12 x 3.5 C1 12 x J,5 13 ` 0,006 : 5,762 1,695 ' , 3.370 4,588 2.04 0,675 1.210 17 x 3,5 C 17 12 x 3,5 12 0.105. 0,836 1J.294 4,571 35,56) 4,G74 4,581 0.849 7.118• 2,093 0.885 17,900---- 1.111 ' 4.572 3:071 1.080 1.�1 .Revlslon Oole; Augtisl 12, 1090 F11e:'o;lengrformt9ecllon properlles Of ceesJ,doc Y 'NOTES, Section properlles and allo wables are canpuled In accordance iv(Ilj,llre 1986 edlllon of the AISI specificallons tWlh o x 1989 addendum. I. and lyere for dellecllon delerminallon . �-A•.ie7s Sr and Sr are for bending Fy : 57.0 KSI Y Fu - 70.0 1(,31 , t �1 ' ' �'• 5ecllon Name DIMENSIONAL PROPERTIES D x 8 : ALLOWABLES AXIS X -X. n Gage Thltk Welghl Area Up Mo. AXIS y.y In Ib / If Int II _ k VI I, 14 x J.5 C 16 14 x 3.5 In --7_ kis In+ '. 15, Rt Ir 5r, R 18 0.0 9 4.401. 1.2940.7.7j..._ (In] I�'L InJ In 8.489 1.296 35,797 1' 14 x 3,5 C 15 14 x �.5 152.985 5.259 1,793 0.552 0,0 5 4.848 1.426 0,787, 9.093. 1.177 14 x 3.5 C14 14 x 3,5--------� —�� 1.735 39,399 91478 5,257 14' 0,070 51271 �. 1,876' 0,619 1,177 1.53G 0.000 11.148 2,169 47.400 3.9Z0 5.255 14 x J,5 C1J � • 14 x 3,5 • 13 . II-- — Z,1JO • 0.676 0,08 6.340 1,865 0;836 15,370 1:110 14 x 3.5 C12 14 x 3,5 3.691 51.384 5,404 5,248 2.589 �- 12 O.tOb 7.632 :2,303... 0 685 _�_ 0.851 1.170 21.533 ' 7.7 .63.246 7:5713,202 5,240 1.091 1.179 ____ rlevlslon Dale; Aiiaiisl 12, loon rIte: ngvlslon Dale: A"oi'sl 12, 1D00. Section properlles and allowables are ccrnpuled In accordance 1,4` Ihe 1986 edition of Iha AISI spec►ficallons vdrh 1989 addendum. • i..and lyere for dellecilon delerminallon • Sr and Sy are for bending- - :. Fy = 57.0 I(SI • ... Fu - 70.0 K51 mm c ; DIMENSIONAL PROPERTIES. ' ALLOWABLES Gage Thlc Welghl 4Jea LIP M� AXIS X•X AXIS Y•Y In ,: 1I1Int V� I' S.. R. (In) f l — k kl s In' In' In�� In 16 0.059 '• 6.394 1,881 0,773 .' 9,739 � 4,665• 19.303 In ' 7 •3.4'24 3.704 5,1JJ 0.963'' 1.652 15 0,065 7,044 2.072• 0,787 11.778 6.246 21.225.4,018 J,20)5, 1.078 N 0,070 7.566 ,2•,231 O.hoo 12,8.03; 22,622 4,501 J,198 6,i3o 1.x55 7.814 1.176• 1.657 :13 U.085 9.212 2.09 0,836 16.183 14,046, 27,578 5.690 3.190 7.506 12 0,105 11.3704 3.47 0,885—T 25 1,507 1,664 20,329 .3. 0 . 3,160 9• 33.84) 7,147 ,• 1.971 1674_ ------------- ---�— � -------- —_ =---- ' File: a:lenOr{ormisecllon properlles or cees5.doo . I " • �I I. X X • n■.1815 Y Secllon Name ' Dx8 n 8x3.5016 (7)8x3.5 0x3.5C15 (7)8x3;5 8xJ.5C14 (2 8x3,5 ax3.5CIO (2)8x3.5 ax3.5C12 (2)8x3.5. ngvlslon Dale: A"oi'sl 12, 1D00. Section properlles and allowables are ccrnpuled In accordance 1,4` Ihe 1986 edition of Iha AISI spec►ficallons vdrh 1989 addendum. • i..and lyere for dellecilon delerminallon • Sr and Sy are for bending- - :. Fy = 57.0 I(SI • ... Fu - 70.0 K51 mm c ; DIMENSIONAL PROPERTIES. ' ALLOWABLES Gage Thlc Welghl 4Jea LIP M� AXIS X•X AXIS Y•Y In ,: 1I1Int V� I' S.. R. (In) f l — k kl s In' In' In�� In 16 0.059 '• 6.394 1,881 0,773 .' 9,739 � 4,665• 19.303 In ' 7 •3.4'24 3.704 5,1JJ 0.963'' 1.652 15 0,065 7,044 2.072• 0,787 11.778 6.246 21.225.4,018 J,20)5, 1.078 N 0,070 7.566 ,2•,231 O.hoo 12,8.03; 22,622 4,501 J,198 6,i3o 1.x55 7.814 1.176• 1.657 :13 U.085 9.212 2.09 0,836 16.183 14,046, 27,578 5.690 3.190 7.506 12 0,105 11.3704 3.47 0,885—T 25 1,507 1,664 20,329 .3. 0 . 3,160 9• 33.84) 7,147 ,• 1.971 1674_ ------------- ---�— � -------- —_ =---- ' File: a:lenOr{ormisecllon properlles or cees5.doo . •F�m- po�O^rLo Lo Ln � r ._ r C1)C t` 12 to O m N J� FD Q N faLa C OO Cm C . Im Ln ra p C m' m ^ N U - a C o J� .C. Q N O T" tD — C O a U - _ ' .• N N Q Q O) Lip m 1�D Q Q N •• f9 N C d C7 r•i '[9 L"j ['� n 4 4 L7 l•7 . y _ r t('j Kj LO C s of m` 5 Z X . as p n3 cn -. O O y ' uJ. C' CO c p Lqy tD ChiLO -� cx r- O xx �... N C:! O _ C'j S Q . • . 0 v b W7 r` .. Q v N '7LO N r-.) ^ n. v n m p: vc _ r'+ L LJ C) c n m O ry N to O CZ) . N N Prjj ^{I o v n r" to, Clk to m ' 2 f t-1 J'j m o0i N c") u7 O • .. rL m' o mp o ra' v o o m o v J O N o Lv O N .p O ` tD • IL I p p C ry rD n o N n „� • O. ;{ En co cn O>Lo ' W �� LJj N O '_ 4 N m tp V • ii l7 Q to 4 '' 1'� L7 LD ' x Q c o c o u07 o. o o o o >n c o _ o 0 C, Z o 0 0 0 0 0 0 0 0 0- 0 0 _ U LO N L' c '• LO Ln Lo' Lj Lo LO L17 Lri L a m ' X X' x X .X X X X X7 x x V X A ^ .. Lj L(7 Lj ull Lr7 L) l!7 tz) LO p m n n A c^j r• n n m— r4n m n n n n x c i c i ri ri ci n rj ri ri to o X X X x 'x X X x X X c� I Il 0 0 C) •1- I A lD Q LO •. C 11U W y LO LLU uj U Ln O[Lu Lu LL) LIJ Lu w x C co co O O O O N N N 4 4 v C y D N d • C ■ � .. ., - r* _ .. .i; ,• NOTES;.:. , •• --=n•o.i,re Seclion properlles'end allowables are cornpuled In accordance Willi A.ie x x 1906 edlllon of the AI51 speclflcflllons Wilh 1989 addendum, 0 It and Irate for deflecllon dalerminallon leo S, and Sr are for bendfncd ,Fy - 57:0 I(SI Fu 70.0-I(SI 5eullon lJamo DIMENSIONAL. P OPERTIES D x e I x 82AL.LOWABL.ES AXIS x,X f1n1 Gage Thlck ;;el III Area Up M� AXIS Y•Y in • lb / If Int ' V. I■ R■ 6x7Z16 ex2.125x2.J75 n fl - k kl s Iri' n' Ir Sr■ R 16 0.059 2,790. In In' (n) r 0.822 0.011. 4,070 2,332 7.759 In B x 1215 B x 7.175 x:2,375 15 .0.065 a 1,7'47 0,072 1,001 0,338 '3.080 0,•'JO6 0,922 S,59g _ 3,124 8,534 1.146 8 x 2Z 14 8 X 2.1 Z5 X 2,375 1.969 3.069 . 1.194 p_ 3 e - 14 0.070 3,317 0.976 0,930 6.070 3,907 9.177 1.140 ' 8 x ?Z13 2,137 — ----- 8 x 2,125 x 2,315 SIJ 0,085 T—" 3.067 I,Z09 0,429 1,150 4,018 1;185 � 0,956 7.749-7,023 ' e x ZZ 11 B x' 1,115 x 2.375 `�11,005 2.724 3, 1— 577 iZ 0,105. 4,976 1,463 0• p - 0:544 1,154 10 x ZZI6 ----- 8,519 12,661, 13,614 3.347 3,051 1.967 lO x 2.115 x 2.315 16 0,059 ' —'— � o,s7e 3,197 0',040 0.911 6,154 T— 1.160 lOx?Z 15 1,841 iJ,Z15 1.164 3,749 10 x 7,175 x 2,375 15 0,065 3,522 1,036 — 1.081 0,330 •1.07 10 x 2Z 14 A912 7,214 x,466 I 10 x2.125 x 2,375 id - --_ �_ 2.536• 3,747 ' ' 1,195 O,J80 0,070 J,793' 1,116 .0,930 1,074 10 x 2Z13 8.130 .3,083 15.642 10 x 1.125 x 1.375 13 0,085 2:058 3,745 1.290 0.428 4.606 1, 55 0.955 10,600 1,075 10 x ZZ17 10 x 2.175 x 2,395 5,538 1B,DJ3 3,717 J,7J8 12 . 0,105 -- -- 0.544 5,690 1.673 , 0.990 • 13,043 ip,g83 2J.265.-7 � 1------�— --__ 1.079 •', ------ ----730-- 1.968 0,676 . �'- 1,005 ------------ Flevlslon Dale: Augiisl 12, 1908 1 W FOC: c;lenOrformiseollon properiles nr r..I a-_ N T V• N ra E } r m Acm U12 o 0 o v7 r— ep =v o 0 ir, rD o c o c ^ 4 CO co Ln rn o o c .• L rp •� C' Y7 m ^' m VNY O O N r7 ••' C - O- r� to l!'7 p C b C p • C C'v N [•7 ['7 tT N. N rJ T .M m O. A b e •' 0 U 'C - C C0 O O O m OO T m V7 b C o rn m m m ^. n I.7 ['•% n• r•7 f'7 .c Q tr) ") `!' N N N v n V ;-mp o v v v tri ' u i . tri tri tri LL of m D m x .iD y cr>••o C .N c.: H Vm7 0 rN'7 �. OOi O .r7 v C? • D 'D - C ^ N N N I..7 . T N n r7 4 t✓7 y N ^ • =�'i LZ � ICD rD M D _ � n Q ^ ^ [.7 mCl) cr, n 4 4 N ^ C7 D Vj N - : ) N V _ 4Cli • N N N N N !�j Q C�-7 O7 N ^ ri. .. _ r7 T LI'7 1D • {y N G CO. r7 �. N I^7 v �- tD \D y .X O if7 b' h O ^ v L7 r7 to r"i co b ^ .. J N C i N ^ T Y7 • - m r r N N v D r m n ry ISD to N ^ tO r N N -C — -1 l m T Lr). ^ ^ zz N C ID • d C Q. 4 r'7 In J 07 CA T C'4 Ct .C1 N 1n y a o c� m m m ' • C o IDto N m Ao to • ^ N In m G7 L7 y C7 r •-• r �- - C'v O O N v 11') m rp7 -� - - •-•- N ^ .-- .-- N • - - •V7 -C ` co m coQ Q • O] v to v O ID Ln CV . O r- In G7 N �- 00 ID O V [V• O N. S^ n � � to L3! vj ra n -CL L » t0 C� � � p . O .. O O p O p p 0 O O �.to A m p O O O O C O O O O o 0 0 0 0 IL].1 m LO . Ln In In 1n v7 v7 tn' , N _ _ _LnoLr, N r-7 1"7 r7 n n - r] n r7 ^ N ^ I. ti t!'7 Y7 m_ r-7 ri n n ri n ri r 7 � n n r^7 ri. " x x' x x x x X x X X n n n ri • m r^ �- ^ ^ N N N V7 L" y h U'7 h X I..H r" N N N N N N N sN- .ri ri ' r -i ri ri -- .- .' � o X p, x ri ri ri ri ri ri ri ri o x x o X x X x X X X � y lr I m C fC ll'7 N N \ 1/ I"-7 fN7 N N N iVPj tj x n . n NX x x _N 7 ' 4! c rj 4 C mwD • to O o ?- ca' r n _ rn ca N to Ix Q a L N � - •p '— J � , O d7 m w tD C J Z m p` o a tD c c O o: r' u E m v E M- ti . m ' C T 11 O- CS „ _ N Cl! O O r cD m LL co m ' LD CD0 c wc CD [D C Z- u -o 0 m 3 T CD c D N m u o c E ' m m C m m- m y 'c t c E m cD' 3oN. c LO LLI• •� t • m m b c '. cNn c nim . 3 o o b a __ .- '^ ,�• O . d C •p I9 O H O C,J) -t T Cn '. nUtbv C Z O o. 3 > E d 3 Q'o cL Z5- rDLu ro CD U) .�D tl")rj - .� ' O N H cbD c7 rD N c4 p C J .- j . =L y . O •C� f.7. L[J �O v LCJ N ' It •, d - W 44 s N m q O 'J � C 'n 4 N Or iL [n 1� b co O O) O n J tu [V - d of m C x cn cv lo to O G to o).. Q tD +D d L m C Q C7 4 N N N ID to D .z r 'o m nN d �- �. I� m . n m �••� mo o Q c�. • m ObN W u•� O OU. c Gro p m T - T Y N N ' ro [D = U- lL U •gip ID C p • m r� v - -r C F'- . N p' to co N p -. O C -2) ✓1 C O ,- ,. T _o 'cc N C y [7 W N Ny O) U7 ro L 0 0 0 0 to rn N Q a m W a .0 tO .O O 10a Ix rn o '. p L to -M m ) W _a O • N E a. CD ' LI)' c7 o x 0)— v, c o o o0 L m m E c m • F ii Z5 rD m o . L) m [D s E n D! c ro 0 m O n G n - m o �' v m m — m � G = O of- m fJ N [n ' E C dO ,L - Lij d Ca .d . w O -m C c o> .. -0 y C — ,9 _ m O C ' O G' O -0 m O. '> �n . m p - V% • n uC m -M 0) m V C O CD 4 O c d A O �• .. U � �_ O 03 d t m z N 2 ' va c`p m m ' .n •� m - - - ' C m O OW Ck O) 07 � . . t ° _ oa _ CS c ' a. u; c C". ,n Lo o J • - .. - •- C O m .. .. LU - - ,E o o LL ` Lo LO • N ao H . as nN d �- �. I� m . n m �••� mo o Q c�. • m J . W u•� O OU. m T •gip � C • m r� v - -r C F'- . N p' to co N p - C -2) ✓1 C O T CD O I d) U- 0 0 0 0 W YV NET COVERAGE NO TSS; . 2 5116' ' 19318, The panel secllon propedles have been calculated In accordance v+llh Ih'e 1986 edition of the AISI specifications with. 13116' 1989 addendum, 63116, 7' 6 3116' I; Is Ior deflection delelminallon S, Is for bending• ' M, Is allowable bending moment ' C The panel welghl has been deducted froth the allowable loads #— Values shovm for wind load deflecllon are Ilmlied by a maximum deflection ratio of U120 ' Z!M a-Dbk & Double•Lo a • elload-values • Allowable shown are based on panel covering 3 equal conilnuous spans. Mulllply.allowable site ;values shown by 0.8 for 2 span condlllons • Load lable values do nol Include web crlppling requlremenis ; GA. Design Thickness Welghl F PANEL TOP IN COMPRESSION (Fy) �.; PANEL BOTTOM IRCOMPRESSION (Fy) ('h) (Ps0 y (ksi) I� S, M, Ino / fl Ing / fl, ' I, M, 24 In-kl I N In' I fl 3 0.0223 1 16 In ! fl In-kl l 11 50.0 0.2129 ,' 0.0814' '• 2.4d 0,1014 22 0.O286 1.49 0.0547 1.64 ' 50;0 0.2749 0.1075 3.22 • - 0.1406 0.0733 2,20 ' ' ► „ Span In"Z2 GAUGE Feel 24 GAUGE Uva Load 5lress , Live Load Dellecllon Live load Slres!, Live Load Deflecllon 4.0 79 .405 5.0 50 207 105 535 6.0 34 :110 67 274 7.0 25 76 I .. 48 159 33. 100 Revislon Dale: June 16, 1998 File: c;lengrrormiseclldn properlle s f o panels - 24•ud&4doc WHET COVERAGE MO.TES: 2 5116' 61 The �I i i ) Pamel Milo prboerlies have been cb1cilleledInacc'ordance Will, Ilse 1006 ediiin of 11' Mg, addendum.. ie AISI sPecIticallons 1, Is Tor deflecllon delermInallon Sx Is for bendirig • 101 is b1l wable bending ndlng Momenl The Wnd.l oad siress values have been Increased by jj I tj % Value's shown for vAnd load detiecilo . n ere WnIled by a maxIMIM'de'lleclion f011u of U120 • • Allowable ioadvalues shown are hosed on V Panel covering 3 equ'aIcun(Ihu*o11S g0iins. 1411111ply allowable qI110s shown by 0.0 for 2 span colidlUons s1ress This pane -1 Is to be 'used as walfpanil,o nly GA. Design Thickness Welghl (In) Fy PANEL T (pso (kst) op IN COMPR.ESSION (F�) PANEL'" --------- ---------- BOTTOM IN COMPRESSION (Fy) 26 0.018 In [I Ing In . I . S, 0.91 In.kf /.,[I, bil 24 .80,0 0.0107 0.0275' .0.99 11 In' n -k[ I 0.022) I, IJ rn n . 1 0.0240n Span In Feel ---------- 4.0 5.0 7.0 0.0 273 0.0 0.077. viuj 1,31 •0,0319 0,0477 f.4j 26 dAU6E Wind Load Pressure Win I Load Suclion 24 GAUGE Wind Load Defleclion Whid Load Pressure 65 ---------- Wind Load S6clion 64. — — — — — — — — — 04 08`1 Oenecllon 54 . 9.3 73 Wind L 41 43. 114 38 59 29. 47 — --------------------- ----------- . 25. 59 29 41 21 1634 21 -------- 30 JJ 24' — — — — — — — — — — — — — — io 2J 21 -------------- 14 n e0slon Dale: Auotisj 17, 1990 )rift I CU,TRACE Ir ' " NOTES: ir I o +Irt r The panel section properlies have been calculated In accordance Lalli Ilse 1906 ibBO addenfilm. z edlllon of A151 s peclrtcallons.ivilll ' Is Is for'denecllon deler 'inelloJ.n 3. Is for bending ' �\/ 'SCAEW Is allowable banding moment ; ?l Ai7otf ?/ . '.The wind load sUess vailles have been Increased by 33 1/j'/, ane % Values shown for wind load deflecllon are limped by a rrtaxlmlun deflecllon'rallo of U120. 1 �L• ' Alfotvahle load values shown are Based on -panel covering 3 egllal'conllnitolls spans. Multiply allowable "values shown by 0,9 for Z span colldiUons slless • 'This panel Is ro be used as wall panel only ; GA Design( Thickness Wesghl in F' 'PANEL TOP IN COhIPRESSION (Fy) (pso (ksi) lS, PANEL 60TTOi,4 IN CO(v1PRE5SI0Ff (Fy) 26 0.0161 0.91 80.0 'In' l fl Inr /:h In klor/ tj i� Sr NI, In / ll 24 0.0220 1.12 –� — 0:0451 Inr / fi 0.0522 1.0� In•klp / II 0.0088 50,0 0,0365 0;0555• 0,0643 1.01 1.92 .• 0.0536 0.0536 1.60 Span In Feel 26 GAUGE Wind Load Pressure • 4.0 W1 d Load 5ucllon 24�GAUGE Wind.Load be0ecllon 85 114 Wind Load Pressure Wi Wind Load 51lcllon 5.0 Wind Load De llecllon l62 104 54 6,0 13 83 6 125 710 36 1'.0 51 80 48 46 f00 78 '31• 8.0 ' 30 66 62 34 Z I 28 4.1 39 20 • . 25 J1 26 Revlslon pale: Au0itsl 17, 1996 co File: c:%enurformisecilon nrn..,ii__ _.. J6' IIET COVERAGE • 11' 17' Na-t� r P, I `The panel secllon properlles have been calculeled In accordance'wilh the 1986 edillon o[ the i989•addendum. - A151 speclflcall0139 wilh • 'I• Is for dellecllon delerminallon • . S. Is foi bending •' M, Is allowable bending'mornenl I The panel welghl has been dedutled from Ihe'allovmble loads The wind load stress values have been I6creasr3d by 33 1/3% Values shown for wliid load donecllon eye Ilmlled by a maximum defle;(Ion rall0 of U120 • Allowable load values shown are based on panel covering 3 equal Ponllnuous spans, hlulli values shown by O:B for 2 span conditlans ply allovtable dress ' Load lable values'do nol Include web crippling requlremenls 1 GA. Design Thlckness Welghl (�n) F PANEL TOP IN COMPRESSION (Fy) (PSO (ksl)'• i� S,� •PANEL EIOTTOM IN •COMPRESSION (Py) 26 0.0181 0.92 80.0 .. 01n / f l In r /'fl In -0 / fl 0425 In r / 11 S• M, In / fl Z4 0.0223 1.14 50.9 0.0379 , 1.36 0:0414 In -1:1 / n 0.0502 0,0596, 0.0571 1.71 ' 1.00 0.0573 0.0844 1.93 Span In Feel 26'GAUGE' ' Wind Load Uplifl Live Load Stress • ;24 GAUGE Live load Deflection 4.0 89 '• 87 Wind Load Uplifl Live Load Stress 108 Live Load Denectlon 5.Q 57 55 112 93 6.0 40 1.51 55• . 72 „ ' 38 59. 77 32 7.0 30 28 SU 41 . 8.0 23 21 20 37 45' 30 . 20 14 29 32 Revlsion Dale: June 16, 1990 Flle: c: lengtformk9ecilvn properlles Of panels . pbr.doc W FLET COVERAGE All 1r. Ir NOTES: .the panel section properlles have been calculaled In accordance wi(h•(he 1986 edillvn o'Ih 1989 addendum. a AIS) speclgcallon,, with • I, Is for deflecllon determination ' 5, Is for bending ' M.-Is allowable binding moment ' The panel Weilghl has been deduclkd from the, allowable loads Pane The wind load stress values have been.lncreased by 33 1/3°/, • � lialu0s shown lot wind load•deflecllon are 14nlled.bya ntaxlmtcn deflection ratio of U120 ' • Allowable load values shown are based on pariel•covering 3 equal canllnuous•spans; blulliply allowable dress values shown by 0,6 for 2 span condlOoris • .Load table values do riot Include web crippling require►n.enls GA, Design Tfilckness Weight (in) F PANEL TOP IN COMPRESSION (Fy) (pso (ksl) I, PANEL BOTTOM IN COMPRESSION (Fy) 5�'� . 26 0.0181 0.92 80.0 In I rt InJ / Mft. In-ki .l n In' i f(s. I.I. 0 24 0.0425 0,0379' 1.36 In / fl In•klp_ I n 0,22) 1 14 0.0414 50.0 0.0596 • • . 0,057.1 • 0.05021.80 1.71 O.OS7S 0,0644 1.93 r. Jj ,. Span In Feel 26 GAUGE' -Wind Load Uplift Live Load Stress14 GAUGE Live load beflacUon Wind Load Uplift live Load Stress 4.0 . es • 87 ' 108 Live load Deflec(Jon 5.0 57 112 93 55 5151 6'0 5 72 40 38 59 32 77 7.0 30 50 ` 41 Y8 45 8'0 23 .. ZO 3Z 21 14 29 30 Z8 22 19 •- Revlslon Dale: August 12,.4990 ` Flfe: c;lengrfarmisecllon properties of panels - r•doc I" E:: �-_ -1 - L-11 "SSZ�'nJ GA Deslgn Thickness weigh[ On) (pso 24 0.0223 1.29 22 L 0.0266 I. 1,66 Span In Feel CO 5.0 6.0 7.0 rlevrslonn81e:Aunnsl IZ, I•Don Live Load Slress. �;-r-. -� �•� ��Cn calculalen In accordance wilh the 1966 edition of the AI51 speclficallons 1v11h' 1989 addendum, 22 GAUGE I. Is for'dellecllon delerminallon ' 84 • S. Is for behdlrig . Live Load $bass . • M, Is allowable bending momenl ' 53 L The panel welghl has been. deduled front the allowable loads 114 1 , / " Values shown foi wind load deflecllon are Wnlled'by a*mazlmum dellecllon 37 rallo of U120•. • Allowable load values shown are based on panel values shown by 0.8 for 2 span cohiUons tovering J eglral conllnlrolrs spans. Mlllllply allowable sUess. d 17 I. • Load lable values do not Inchude web crlppling regFulremenis 50 100 Fy PANEL TOP IN COMPRESSION (Fy) (ksl) I PANEL BOTTOM IN COMPRESSION (Fy) /II M' In'/ 11 Ins In •kl/� fl _ An' / fl Ins/ fl M, 50.0 •0.1332 ------------- 0.0730In•kiD I fl. 2.21 0.0637 50.0 0.11712 • • ,:` oe o.ose4 1.75 0,1023 • " 0.0905 o.079s 2.38 FI1e; Caen of rnrmle w..n_._ .. • 4 GAUGE ' Live Load Slress. Live Load Defleclloh' 22 GAUGE ' 84 Live Load $bass . Live Load Deflec tion 53 L 254 •'• 130 114 1 . JJ7 37 75 173 17 I. 47.. 50 100 6J ------------- cn • " FI1e; Caen of rnrmle w..n_._ .. J6' IIET COVE[VGE •__: The panel secllon properlles-have been calciilaled In ezcordan I I 1989 addendum, ce tdlh the I g00 edflfon of the AI51 speclflcallgrs a I, Is 2 U for defiecllon delerminallon Is ,for bendlhg ' NI, Is allowable bending'mormenl The panel Welydhl has been deducled Iron the allowable loads t "U" a e The wind load stress values have been Increased by 55 f/j•j, Values 'shown for vAnd load de8ecllon are 14nlled by a maxlmtrn dellecllon rallo of U120 • "Allowable load.valu'es shown are based ort panel covering equal conllnuous s ans. ti 'values shown by 0,8 for 7 span condlgons . P lulllply allowable stress . • L*values d0 nbl Include, web crippling regitlremenls GA Design Thickness Welghl (In) PANEL TOP IN'COMPRES • (pso (ksl) 51O) 1� N (Fy) PANEL BOTTOM IN s, . M, COMPRESS1O14 (Fy) g 2B 0,0181 Int / II In / AI. 0,92 80,0 101 / fi Inr / fl • 5, til, 24 0,0260 0,0428 Int / f1 0,022) 1 10 1•� 0.0177 - In-klo / tl ' 60.0 •'0.0344 0,0366 0.0584 1,T5 1.32 0,02.42 0.052) • 1.56 Span In Feel 1 , •' 1 r ' � � � ' .. �f 76 GAUGE Wind Load Upllll Llve Load.S�ess 24 OAUGE 4,0 Live Load Deflection 101 * Wind Load Upllll • 5.0 83 50 live Load Sbess 65 115 flue Load Deflection 40 75 8.0 45 7l� _ �0 : 74 :. 75 7.0 17 48 34 20 5239 33 0.0 26 15 10 06 22 7 30 24 14 nevlslon Dale; Au0usl 12, 1090 File:0a norrorinuecn..' --- kr Foundation Engineering Concrete Slab Foundation For Shop for. Steve Nevers Location: Palermo Engineer: Jim Pursell, P.E. BUTTE COUNTY BUILDING DIVISION APPROVED /k ' Sri P t.Ac� 2-Y "sem K /? ,.f b P�-�l X1,1%,v� mj �1�x vPufi = 3y�v IL ��—� �r -- /So � 330'') �- �o �• z � = G?Sv � 3 y�� l6 �. t=(Z':1P, A4 -L P�G-/7o A.) SC -116 } 5/8" AB 5/8" AB �— 3" 2 1/2" ---------------- CONC. LINE c�10 CONC. LINE -------------------------- STEEL LINE SC -116 0 ; N h N Detail "BP -D" (2) 5/8" AB MD CONC. LINE ----------- --------------- ----• STEEL LINE SC -116 0 Cl N Detail "BP—J" (2) 5/8" AB F13 II _48 -0.71 GRID CONC. LINE 1112-L [ 1 112- Detail "BP—E" (4) 5/8 AB 1 1/2" 1 1/2" STEEL LINE I I. I Q1 ------.-------------------------------------- CONC. LINE GRID Detail "BP—K" (4) 5/8" AB These drawings and the meld buidng DL t LL DL + WL that they represent are the product of All American Systems, 7301 Fa'rrin, Houston, TX 77041 (713) 466-5681. zz 2005 ?tx V*w whose sed oppars hereon Main Frame, ReactionsU�KIPS� is employed by AD American Systems and is not the urginea of record for. this project. BRADLEY BUILDING SYSTEMS 16 COTTAGE STREET /2 - RUTLAND, VT 05701 PH. 802-773-9990 - FX. 802-773-9995 hchor Boll Delois k Reactions 0'-0- : 60'-0' z 12'-0' FOR Size vp,\NO. 68097 '♦ T STEEL LINE I I. I Q1 ------.-------------------------------------- CONC. LINE GRID Detail "BP—K" (4) 5/8" AB These drawings and the meld buidng DL t LL DL + WL that they represent are the product of All American Systems, 7301 Fa'rrin, Houston, TX 77041 (713) 466-5681. zz 2005 ?tx V*w whose sed oppars hereon Main Frame, ReactionsU�KIPS� is employed by AD American Systems and is not the urginea of record for. this project. BRADLEY BUILDING SYSTEMS 16 COTTAGE STREET /2 - RUTLAND, VT 05701 PH. 802-773-9990 - FX. 802-773-9995 hchor Boll Delois k Reactions 0'-0- : 60'-0' z 12'-0' FOR Size �Y.LMV. V1 1/2" AB) a, a a. e1 526186502'Release F P 2eln0801 �L vp,\NO. 68097 FXP. 6133;2OQY \: �Y.LMV. V1 1/2" AB) a, a a. e1 526186502'Release F P 2eln0801 �L California Department of Forestry and Fire'Protection Butte County Fire Department Fire Safe Requirements Permit#_O& 102 Under authority of Public Resources Code Section 4290, the following checked items are required by CDF/Butte County Fire Department and made part of this permit These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. 1272.00 Maintenance of Defensible Space Measures [X] To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the.permit, parcel or map approval. Public Resources Code 4291 information will be provided. 1273.10 Driveways [X] (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart [X] (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. 1273.02 Roadway Surface , [X] The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades [X] The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius [X] (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 100 feet. 1273.05 Roadway Turnarounds [X] Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "'I"' shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts [X] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. Revised 02/28/06 C In F Is E Q U n , 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b),Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Crate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c). Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters. Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation. Location and Visibility of Addresses [X] (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 276.01 Setback for Structure Defensible S ace (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] Your parcel is larger then 1 acre but your minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same practical effects requirements listed on page three. [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. Revised 02/28/06 r Same Practical Effect for Buildings less then 30 feet from property line: [ ] If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required;, x •r Class A roof • Fully enclosed eaves on entire structure • Fire rated metal doors on side toward property line with insufficient setback •: Siding on entire structure from the followiig list: (a) Stucco-3_coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels [X] Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit , Other Reuuirements- Installation of Residential Fire Sprinklers j [X] If your property was part of a parcel split after January 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. ' •� i 'orb ` , : �' � ; . Darren Read Date Fire Protection Planning Revised 02/28/06 e 3 y •. :�, S11"E PLAN .............:......:.....:.................................... ;... ._....................... :_ f... (1Q�....................... .. .. _.... ... j .....:.:....:...........:.. .. .. .. .. .. .. .. :.. 9� .. ... .. .. ._ .. .. .. .. . .. .. .. ..................................... .. .. .j. .. .. ...... .. .. .. !Ap 4ry� oU O .. .. -- .. .. .. .Z Y" ti e =� .. .. .. .. .. .. ._ .. ....................�" .. .. _ .. _ . _ _.�.. . - -f - - Sir T of . 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Assessors Parcel Number. 19 ®® -[ a a — ® ® 0 Scale: 1" Owner Name7`. �� %`Y1 Address / Phone No. 5O 7 L 8p%co Site Location f ,D Contact: Name Phone 3A4&0e FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres f 4.00° PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: /4c, 'SIVE PLAN' .....:...:.. ...:..... ..... ....._ .....:..__..... ............. • --............................................ -- .. ._ ..................... ..................... .. -. .. -- .. .. .. .. ._ .. ... .- -- R E.V`• .. IEW r eP r o• cti` Planning .................................... .. -- .. ._ ... .. 4N+ I ung 4fficr -®F•Boi�e panty Fire - :.....:......:....._....._......:....._.....:......:......:....................�... _ _ - .. .. . . . . . . . . . . phis p� h comp)iar:,e .. .. ... -_ .. .. .. _ . : f �c�aa��iaoa�s.g�t#a�#aed .. ._...'....... ............... .. .. .. .. .. ._ .. .. .. .. _ .. .. - .. .. _ . ... _........ 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Assessors Parcel Number. 0 ® © —1 ® 0 - a 15110 Scale: 1" _ Owner Name N;:�) i-FEVA- W" M_ -&i Address / Phone No. 5'O?`i Elf Site Location 44TO N&kk� Contact: Name 573WE All Phone FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.0(r - - PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: L BUILDER / CONTRACTOR RESPONSIBILITIES IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT THE BUILDING MANUFACTURER OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR A CONSTRUCTION PROJECT. THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REOUIRED. APPROVAL OF THE MANUFACTURER'S DRAWINGS AND CALCULATIONS INDICATE THAT THE BUILDING MANUFACTURER CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) WHERE DISCREPANCIES EXIST BETWEEN THE MANUFACTURER'S STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 NSC CODE OF STANDARD PRACTICE 9TM ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY THE BUILDING MANUFACTURER ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN THE BUILDING MANUFACTURER'S ENGINEERS UNLESS SPECIFICALLY INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH THE BUILDING MANUFACTURER'S 'FOR CONSTRUCTION' DRAWINGS. PRODUCTS SHIPPED TO BUILDER OR HIS CUSTOMER SHALL BE INSPECTED BY BUILDER IMMEDIATELY UPON ARRIVAL CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE MAILED TO THE MANUFACTURER IN WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT. THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS AFTER THE BUILDER LEARNS OF THE DEFECT. THE MANUFACTURER WILL NOT BE LIABLE FOR ANY DEFECT UNLESS CLAIM IS MADE WITHIN ONE (1) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY THE MANUFACTURER TO BUILDER OR HIS CUSTOMER. THE MANUFACTURER WILL BE OVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE MATERIALS UPON RECEIPT OF CLAIM BY BUILDER. IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT THE NECESSITY OF RETURNING THE MATERIAL TO THE MANUFACTURER, THEN UPON WRITTEN AUTHORIZATION OF THE MANUFACTURER THE BUILDER MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND THE MANUFACTURER WILL REIMBURSE THE BUILDER FOR THE COST OF THE REPAIR IN ACCORDANCE WITN THE WRITTEN AUTHORIZATION. ALL BRACING AS SHOWN AND PROVIDED BY THE MANUFACTURER FOR THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS. BRACES, FALSE WORK. CRIBBING OR OTHER ELEMENTS REOUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR THESE TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING. AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED. RESULTING FROM WINO. SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS. NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO. EXPLOSION OR COLLISION. (SECT. 7.9.1 NSC CODE OF STANDARD PRACTICE. 9TH ED.) DESIGN OF GUTTER AND DOWNSPOUT IS A FUNCTION OF THE RAINFALL INTENSITY AND AREA TO BE DRAINED. DESIGN PARAMETERS UTILIZED ARE IN ACCORDANCE WITH THE 1986 LOW RISE BUILDING SYSTEMS MANUAL ANO/OR THE 9TH EDITION OF THE ARCHITECTURAL GRAPHIC STANDARDS. AS APPLICABLE. PROPER OWNER MAINTENANCE DICTATES THAT THE DRAINAGE SYSTEM BE KEPT FREE AND CLEAR OF DEBRIS ANO/OR ICE AT ALL TIMES TO ENSURE PROPER FUNCTION OF THE GUTTER AND DOWNSPOUT. IN THOSE CASES WHERE THE OWNER/TENANT OF A PROPERTY IS UNWILLING OR UNABLE TO PROVIDE PROPER MAINTENANCE, EUMINA71ON OF GUTTER SHOULD BE CONSIDERED AS AN ALTERNATIVE. PRODUCT CERTIFICATIONS THE BUILDING MANUFACTURER IS A MEMBER OF THE METAL BUILDING MANUFACTURERS ASSOCIATION. THE BUILDING MANUFACTURER'S FABRICATION AND PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING CERTIFICATIONS: 1. APPROVED FABRICATOR OF PREFABRICATED BUILDINGS AND COMPONENTS REFERENCE ICBO REPORT NO. FA -337 2. SBCCI COMPLIANCE REPORT NO. 9461A 3. AISC METAL BUILDING CERTIFICATION PROGRAM 4. CITY OF HOUSTON APPROVED FABRICATOR (REGISTRATION NO. 164) 5. WISCONSIN PRODUCT APPROVAL NUMBER 200231-M 6. CLARK COUNTY, NEVADA APPROVED FABRICATOR 7. CITY OF LOS ANGELES, CALIFORNIA APPROVED TYPE 1 FABRICATOR (LA/1604) S. CANADIAN MELDING BUREAU CERTIFICATION TO CSA STANDARD W47.1 IN DIVISION 1 (SYMBOL PY72(HOUSTON, TX)) 9. TEXAS DEPT. OF INSURANCE PRODUCT EVALUATION RC -15 APPROVAL NOTES THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS.- A) RAWINGS:A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS 1 BE MADE IN CONTRASTING NK. 3 HAVE ALL INSTANCES OF CHANGE CLEARLi INDICATED. 2 BE LEGIBLE AND UNAMBIGUOUS 8) DATED SIGNATURE IS REQUIRED ON ALL PAGES C) MANUFACTURER RESERVES THE RIGHT TO RE -SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT THE MANUFACTURER HAS CORRECTLY INTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED BY MANUFACTURER. E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REOUIREMENTS OF THE CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING APPROVAL, DISAPPROVAL REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WELL NOT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. GENERAL NOTES THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. THE BUILDING MANUFACTURER WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. THIS METAL BUILDING IS DESIGNED WITH THE BUILDING MANUFACTURER'S STANDARD PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. 1. AMERICAN INSTITUTE OF STEELCONSTRUCTION: 'SPEOflCATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS 2. AMERICAN IRON AND STEEL INSTITUTE: 'SPECIFICATION FOR THE DESIGN OF COLO FORMED STEEL STRUCTURAL MEYBERSw S. AMERICAN WELDING SOCIETY: 'STRUCTURAL WELDING CODE' AWS DIA. 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: 'LOW RISE BUILDING SYSTEMS MANUAL' 5. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS: 'UNIFORM BUILDING CODE' 6. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL: 'STANDARD BUILDING CODE' 7. BUILDING OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL 'BOCA NATIONAL BUILDING CODE' B. NATIONAL BUILDING CODE OF CANADA. 9. INTERNATIONAL BUILDING CODE (18C) MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RICID FRAMES. AND OTHER PRIMARY STRUCTURAL EXCLUSIVE OF COLD -FORMED SECTIONS, CONFORM TO ASTM -A529 OR A-572 . FLANGES WITH THICKNESS OF 1' INCH OR LESS AND WIDTH OF 12. OR LESS CONFORM TO A-529 WITH A MINIMUM YIELD PONT OF 55,000 Pot. FLANGES GREATER THAN 1' IN THICKNESS OR 12' IN WIDTH CONFORM TO A-572 WITH A MINIMUM YIELD PONT OF 50.000 psL FLANGES VAIN THICKNESS OF 2' INCHES OR LESS AND A WIDTH GREATER THAN 12' CONFORM TO A36 WITH A MINIMUM MELD PONT OF 42.000 psL WEB MATERIAL CONFORMS TO ASTM -A36 MODIFIED WITH A MINIMUM MELD POINT OF 46,000 psi. OR ASTM -A1011 GR 50. MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM -A53 TYPE E. GRADE 8 WITH A MINIMUM MELD POINT OF 35.000 psi. MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM -A992 WITH A MINIMUM MELD PONT OF 50,000 psi. MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO ASTM -A1011 GRADE 55 MODIFIED WITH A MINIMUM MELD PONT OF 57,000 psi. MATERIAL PROPERTIES OF ROOF/WALL SHEETING BASE METAL CONFORM TO ASTM -A792 GRADES 50 OR 80 WITH MINIMUM MELD POINTS OF 50,000 psi AND 80,000 psi RESPECTIVELY, AS REQUIRED BY DESIGN. COATING OF BASE MATERIAL IS 55X ALUMINUM -ZINC ALLOY IN ACCORDANCE WITH AZ55 FOR UNPAINTED OR AZ50 FOR PAINTED SPECIFICATIONS, CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. CABLE BRACING IS TO BE INSTALLED TO A TAUT CONDITION WITH ALL SLACK REMOVED. ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. STRUCTURAL JOINTS WITH A.ST.M. A-325 HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE WITH 'TURN-OF-NUY METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.ST.M. A-325 OR A-490 BOLTS (11-13-85). UNLESS OTHERWISE NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UNLESS OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS AND CABLE SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER, MEETING THE PERFORMANCE REQUIREMENTS OF TTP -636. SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHERWISE IN THE CONTRACT. SAFETY COMMITMENT THE BUILDING MANUFACTURER HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF THE BUILDING MANUFACTURER. IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. FOR PURPOSES OF DETERMINING UFT REQUIREMENTS. NO BUNDLE SUPPLIED BY NO WILL EXCEED 4,000 POUNDS. FOR FURTHER INFORMATION ALSO REFERENCE THE BILL OF MATERIALS FOR INDIVIDUAL MEMBER WEIGHTS OF OTHER STRUCTURAL MEMBERS. IF ADDITIONAL IFORMATION IS REQUIRED CONTACT THE CUSTOMER SERVICE DEPARTMENT AT 800-777-9378. WILDING DESCRIPTION: I ENDWALL FRAME TYPE BLLC SIS rote IEMGM HW4 ww mm LIFT MIT BLDG. i►' _�• 60P_n• t9P_n• 1:12 mmclawIE wAleatcrmK WARNINQ N NO CASE SHOULD GALVALU ME STEEL PANELS BE USED N CONJUNCTION WITH LEAD OR COPPER. BOTH LEAD AND COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WEN THEY ARE USED IN CONTACT WITH GALVALUME STEEL PANELS EVEN RUN-OFF FROM COPPER RASING, WIRING, OR TUBING ONTO GALVALUME SHOULD BE AVOIDED. BASE COOTION I 94EETNC I WAN(ET TYPE N9AATON SILL ANGLE I Xo PER CALVALUIE RMOEO NRT MANFACTIFORM BT 0MRSCE] ROOFED WAMC3 UL-25M W/TNDTDH n o PBR ASN GRAY WALL I MLU OR= Sam • ZINC CAPPED YAL BAC: (1/I' POP RIVETS AT SPLICES) 1 MDIBDI R00F( 1 12-I4 . 11 ) STITCH ROOF( 1 IN . 24 o BURIISHEO SLATE RAKE ME11B01 WALL( 112-14 all ) STITCH WALL( 114.1 M O BURNISHED SLAW EAYE I RARE TO ROOF: 911104 RAKE M WALL Soo WAINMIES >A O D11TFR d1TTER ro ROOF: -.1 -1. SIR S>tW "• k "" B.L 90 ID 26 O DONS VIER TRW: 9TIOe RNR A... Now C� 120-MRWIMI 2e O I ASIJ GM I CORER I PRuat EX3 RED C3 E::ICALV. 20 YR WALL 115 1 1 260 1 RIAMU119ATF I ACCESS I SEOWARM. ®RID OCRAY OGxV. BUILDING LOADS THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REWIRED BY CBC 2001 THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN THE CONTRACT. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY THE BUILDING MANUFACTURER SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EOUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING THE BUILDING SHOULD BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURER'S DESIGN MANUAL THE ATTACHED DRAWINGS, AND 0000 ERECTION PRACTICES THE CONTRACTOR AND/OR ENGINEER OF RECORD IS TO CONFIRM THAT THESE LOADS COMPLY WITH REQUIREMENTS OF THE LOCAL BUILDING DEPT. ROOF DEAD LOAD 20 PSF ( FOR ROOF PANELS AND PURUNS) DRAWWO INDEX COLLATERAL nFAn LOAD - PSF ®E PINE IESIOiTON ROOF LIVE LOAD CI Cm PAW PRIMARY FRAMING 12. PSI, SECONDARY FRAMING PSF A n Iw nL41M FLM AUXILIARY LIVE LOAD - PSF A 12 LLE. COM SECTOR GROUND SNOW LOAD - PSFTT �� WlT � ( C w ) 0 F7 ARCM NXT QTAIS ROOF SNOW LOAD PSF WIND LOAD 90 MPH, EXPOSURE B A v RRart 1:a FYNWL SEISMIC ZONE 4 ,AO AvA ES TAINT Sa eC SNRI Smww Ha:ard Exp- Odp A E4 BAO S.S. FROM C Seismic Palommce Category = EA Luo is Salm Site Coefficient = IMPORTANCE FACTORS Bosc Struchlyd System - Dud system with adeay WIND LOAD 1_0 maeml hog of steel k A a Lit" Lit ILLIC �ERA SNOW LOAD I_0 e'Vicay broad homes A Es LUT Ea 9411M Reglaw Ma6fie>olion factor (R)= A fI ROTI E.l iRA1WIC SEISMIC LOAD I_D Deflection Amplifoutvl Factor (CSI) A E/ am La 9EE:Ic Andysis ProaAre - Eesei.dml Lot" face MEZZANINE LOADS LIVE LOAD CRANE INFORMATION PSF DEAD LOAD - PSF 8S`_' STNOIIID 1XIAIS A S-2 STAOM IIET IS A 6-1 STAMM OETALS BUTTE COUNTY BUILDING DIVISION APPROVED. AUG 2 4 *414 L 'THESE DRAWINGS AND THE METAL BUILDING I NCH THEY REPRESENT ARE THE PRODUCT OF ALL ALEIKM SYSTEMS 7301 FARWW HOUSTON, TEXAS 77240-0220 (713) 456-5681. THE ENGINEER WHOSE SEAL APPEARS HEREON IS DOLOYED BY ALL AMMAN SYSTEMS AND S NOT THE ENGINEER OF RECORD FOR THE PRO,ECT.' 'MNG STATUSMinvow BY BRADLEY BUILDING SYSTEMS ❑FCR APPROVAL- LT(D N0. DATE OESCRPfIOII TWS BEND FOR APPROVAL. ARE 84 OEFTNTIM NOT A 8-22-05 FOR PERMIT 16 COTTAGE STREET #2 - RUTLAND. VT 05701 FINAL. AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THOR PH. 802-773-9990 - FX. 802-773-9995 PURPOSE IS TO CO IRM PROPER INTERPRETATION OF ME PRO.IECT CONSIDERED ADOCINDIM S CYORAWWM OM COMPLETE ¢9iD 'F'OR O0N$TmJCTT01- CAN OE ommpnm COVER PACE L7>l3Pmff8 SITE SEE BINDING pE$tIWPTIGIN SHEET CI THESE ORAWNq BEING FOR PER149T, ARE BY DEFORTXN NOT ITNAL N THAT. AS A NNNIIM. PIECE MAlaak= ARE NOT DENTIM. ONLY m5mum STEVE NEVERS ORANN S ISSUED - FOR CONSTRUCTION - CAN BE CONSIDERED AS PALE.RMQ BY El COMPLETE FOM m6TRII - ORM. BI D flT DICE JOB N0. I" SHET FINAL DRANK= HONE . 0801-225637 CI OF I . , Q , N M ' M i i i a � M SC -116 C" ' STEEL LINEO -----------G ---------- CONC. LINE GRID Detail "BP—A" (2) 5/8" AB Q M N ; M ' T T s � d � M M SC -116 CD STEEL LINE ------------------------------ .� ' o CONC. LINE GRID Detail "BP—F" (2) 5/8" AB Steel Line �— Wall Panel Bose Angle (Field Attached) Finished Floor Section at Edae of Slab U ' Z ; O , U . SC -116 Detail "BP—B" (2) 5/8" AB SC -116 M N �X1 W Z J J W V) W Z J 6 Z O U _(D Detail "BP—G" (2)- 5/8" AB 1 3/4' 1 3/4' ♦ III SC -116 --- III # 3" W z J Z O U W Z • J J W W N Detail "BP—C" (2) 5/8" AB i M N ' 0 T T ' Q , \ L , Z ' Z J ; J J SC -116 ; o (!1 U -Detail "BP -H" (2) 5/8" AB 1 1/4' 1 1/4" Le T ♦ STEEL LINE 1- 1♦ 2 1/21 —1' STEEL LINE :1 2 1/2' i CONC. LINE CONC. LINE Opening's Width Walk Door Width - Detail "BP—D" (2) 5/8" AB TCONC. LINE •------------------------------ STEEL LINE e ' SC -116 ; C7) I ' O � M e ' M \ i N Detail "BP—J" (2) 5/8" AB GRID CONC. LINE - ------------------------------------------- 1 1/2' 1 1/2- Detail "BP—E" (4) 5/8" AB 1 1/2' 1 1/2' f f F T T M l ll STEEL LINE I ^ I N --------------------------------------C----- CONC. LINE Detail "BP—K" (4) 5/8" AB T 410 in s/.!09� S ' These drow'"s and the metal building 7�WQOFQ DL + LL DL + WL that they represent are the product of All American Systems. 7301 Facvia, Houston. TX 77041 (713) 466-5691. The rngeneer whose sed appears hereon Main Frame Reactions (KIPQG 2 4isffl.th- by w American systems engineer of record far Ups Revisions BRADLEY BUILDING SYSTEMS libi Dole I Description I A a 16 COTTAGE STREET /2 - RUTLAND, VT 05701 0 IsIn I PH. 802-773-9990 - FX. 802-773-9995 Framed Ooenina AB Layout (5/8" AB) Walk Door AB Layout (1/2" AB) 526186502'52502 I Release 4F Site 1 40'-0- s ti0 -U_ z 12-0 Customer STEVE NEVERS Location I PALER110. CA an eti w er Von* srs. nab w are w 51x1 w s7n*#" ret 0801-225637 rz d t 1 2 3. 4 Purlins Purlins Purlins ZSL-101 ZSL-102 ZSL-101 Typ. This Bay Typ. This Bay Typ. This Bay 0'-3 3/4" 0'-3 3/4' 0'-3 3/4" 0'-3 3/4- D -[I] S1B DS1B DS1B Roof Framing Plan 60'-0" Out/Out of Steel (N.T.S) C I N AUG 2 4 2005 These drawings and the metal budding that they represent are the product of All American Systems. 7301 Fairview, Houston, TX 77041 (713) 466-5681. The engineer *hose sed appears hereon is employed by All American Systems and is not the engineer of record for this project. - ZSL-1 N 5/16 C.B.- 5C8-1 '.. 0 I - . 1/4 C.8. 4CB-2 - N 5/16 C.B. 5CB-1 ZSL-1 DS1B 20'-0" DS1B 20'-0" DS1B 20'-0" Roof Framing Plan 60'-0" Out/Out of Steel (N.T.S) C I N AUG 2 4 2005 These drawings and the metal budding that they represent are the product of All American Systems. 7301 Fairview, Houston, TX 77041 (713) 466-5681. The engineer *hose sed appears hereon is employed by All American Systems and is not the engineer of record for this project. 12 1�— 20'-0 13/16" 5-0 3/16 5-0 3/16 3-8 7/8 1-4 8 1/2 38'-7" Horizontal Clearance (+/-) 'I 20'-0" Steel line to Ridge line L 40'-0" Out/Out of Steel Typical Frame Cross Section (N. T. S) Connection Schedule Mark Bolt Qty & Size O(4) 5/8 Dia. Anchor Bolts O (8) 5/8" x 2 1/4" A325 O (8) 5/8" x 2 1/4" A325 Column Mark: XC -5094 Rafter Mark: XR-5017 Flange Braces A = FB -3100 MEMBER LOCATION MATERIA 0 Gy EAVE STRUTS END BAY X 14 .N EAVE STRUTS INT'R BAY 8 ES X 14 Go. U.N. PURLINS Y 8 Z 2 1/2 X 16 Go. U.N. PURLINS INT'R BAY 8 1 2 1/2 X 16 -Go. U.N. GIRTS (S/W) END BAY 8 Z 2 1/2 X 16 Go. U.N. GIRTS (S/W) INT'R BAY 8 1 2 1/2 X 16 Go. U.N. GIRTS (E/W) END BAY 8 Z 2 1/2 X 16 Go. U.N. GIRTS (E/W) INT'R BAY 8 Z 2 1/2 X 16 Go. (U.N.) RAFTERS LEFT END 8 [3 1/2 X 16 Go. RAFTERS RIGHT END 8 E3 1/2 X 16 Go. COR. COLUMN LEFT END 8 3 1/2 X 16 Go. U.N. E W COLUMN LEFT END 8 [3 1/2 X 14 Go. U.N. COR. COLUMN RIGHT END 8 [3 1/2 X 16 Go. U.N. E W COLUMN RIGHT END 8 [3 1/2 X 14 Go. U.N. JAMBS OPENINGS 8 [3 1/2 X 16 Go. IML HEADERS OPENINGS 8 E3 1/2 X 16 .Go. U.N. FLN'G BRACE FRAMES ANGLE - 2 X2 X14 Go. RAKE ANGLE . RAKE ANGLE - 2 x 2 X'16 Go. BASE ANGLE BASE ANGLE - 2 X 2 X 16 Go. NOTES 1.) ALL CONNECTION BOLTS ARE 1/2" 0 X 1' CAD. PLATED MACHINE BOLTS. UNLESS NOTED. 2.) MEMBER SIZES SHOWN ARE NOMINAL. SEE DETAIL NS67 FOR ACTUAL DIMENSIONS OF MATERIAL. NOTE! (1) F436 WASHER REO' FOR EA. A-325 BOLT (TYP) These drawings and the meld bu8dng that they represent are the product of AN American Systems, 7301 Fo'ir i . Houston, TX 77041 (713) 466-5601. The engineer whose seal appears hereon is employed by M American Systems and is not the engineer of record for this project. PRO FOPS A. 0 Gy NOTE: m m N FkA z Flange brace one side of frame (TV) s eco /L / Lfr� �P 10"5 BRADLEY BUILDING SYSTEMS +. Dote I Description or a 16 COTTAGE STREET /2 — RUTLAND. VT 05701 A 8/22 FOR PfRMT PH. 802-773-9990 — FX. 802-773-9995 Description Frame Goss Section Sze I 40'-0' s 60'—D' s 12'-0' Customer STEVE NEVERS Location I PAL -164 CA a, er or ey o.b .. dA526186502.52502 0 Release 4F—SP-2 I /zm 081-637 a co 4 3 2 Girts Girts GiFts LO ZSL-201 o ZSL-202 0 ZSL-201 Ln cv 0 Typ. This Bay I Typ. This Bay I ,Typ. This Boy U U V U X X X X DS1B DS1B DST W e 0 I CV 60'-0' Out/Out of Steel Line Sidewall Framing At Line "Dy' (N.T.S) BFL760-132 / BFL760-242 These drawings and the meted building that they represent ere the product of AO American Systems, 7301 Foinew• ao Houston. TX 77041 (713) 466-5681. M The engineer whose seal appears hereon I is employed by NI American Systems Do and is not the engineer of record for J this project. m FEp P ROFFS Q' �9� rn � F,fp 680 z -s Sidewall SheetingAt Line D(N.T.S)AUG 2 2005 FgC�FC�� Revmans BRADLEY BUILDING SYSTEMS r pole tion or u 16 COTTAGE STREET 12 - RUTLAND• VT 05701 A 8 2 FOR PERMIT PH. 802-773-9990 - FX. 802-773-9995 Description Bods Sidewo0 Fromm d Sheeting Site 40-0' x 60•-0' x 12'-0' Customer STEVE NEVERS Location PALERMO. CA on 4r o+ of — smr aer r ere r 9rr rs no 626186502152502 ' Release 4F -SP -2 � ■s 0801-225637 �� • A 0 I 0 I e I 0 I 0 I . 0 1 3/8 GB. 6C8-3 20,-0,• 20,-D° I 20,-D" I 0 I 0 I 0 1 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 1 0 I 0 1 12 Det. •B• 1 � Del. •C• Det. •D• Det. 'A• - _ Del. 'A' 8 Del •G• Det. 'H• rAr s x �' Del. •E• Del •E W 1. Varies Varies Varies Varies out/Out of Sled Endwall Elevation (Sheeted Solid) Come Column Ended C'rt O O Side-wall Carl 1 O SC -5 Clip . Crq SC -119 Clip SC -100 (2) 1/2• : 1• r Button Head Bolts i 1 3/4 12 4*G' .. Det. b' Det. •J• - r I Del •E• I /- Det. 'r Varies Varies Varies Varies Out/Out of Sled Endwall Elevation (With Over Head Door Opening) (2) 5/8• Anchor Bolls With Mashers (By Others) 1'q SC -116 Detail "G" Detail "F" Corner Girt Connection Jamb Base Connection 1 (2) 1/2• : 1• 1 3/4 (2) 5/8• Anchor Bolts With Washers (By Others) lip SC -116 Detail "E" Column Base Connection Jamb Header F— s.— Clip SC -119 1 Jamb �- (2) ,/2 a ,• Button Head Bats Detail "J" Header Connection 1 O r OIE ndwall Column Endrdl Girls ClO O: Cip SC -100 ip SC -119 i (2) 1/2• s 1 1/4• Detail "H" Girt Connection Note: Field attach header to jamb with (2) 1/2" bolts or (4) #12 screws at each end. All erection bolts are 1/2" x I" CAD. Plated machine bolts U.N. EAVE STSIT Go Endwall Rafter 1 Come Column 1 { Ended Rafter •iv x 8 Comer Column Detail "A" Corner Column Connection Z, Endwall Column 1 1 r 1 1/4• A325 "— Endwoll Column Detail "B" Endwall Column Connection frurin (4) 5/8• s 1 3/4• A325 Detail "C" Purlin Connection Detail "D" Peak Connection These drawings and the meld bui AUG 2 4 200�Ih11alime5��,s. � " Houston. Tx 77041 (713) 466-51 The engineer whose sed appears is employed by Al American Syste and is not the engineer of record this proieel �ESWW Sc -119 - Sc -253 — (Field Cut Eove Strut for (2) 9/16' Holes) C] IT - SC -119 - — Field Drill (2) 11/16' Holes in Rafter for (2) S/8' I 1 1/4' A325 FI Section "A" (As Shown) Section "B" (Opp. Hand) Section "F" (As Shown) Section "E" (Opp. Hand) Eave Strut SC -253 Section "C" (As Shown) Section "D" (Opp. Hand). NOTE: Field attach header to jamb with (2) 1/2" bolts or (4) #12 screws at each end. All erection bolts are 1/2" x 1 " CAD. Plated machine bolts U.N. Mod Frame Column r ---o I. I. I I'O Sr6MKG Girt Cane Column Endwoll Column Qq SC -119 fndvw0 Circ ' clip SC -5 o - L_ 00 SC -100 Clip SC -119 B 3 3/4 [33114 4 Typical Girt Connection (By Pass Sidewall Girts) Rigid Frame Column ,O O, O -- O. Sdeffall Ort Cana Column Endwall Column 00 SC -119 ; Endwall Girt i Dip SC -5 _ Y ClL3314fl 4ip SC -100 Qip SC-lt93 3/4 Typical Girt Connection (Flush Sidewall Girts) Z Door Header � � Door Header These drorimgs and the metal building N O that they represent are the product of d EXp• 6 p 11/!Y�7 lf14 Systems, 7301 Fairvies, 10 T. .- e tam 77041 (713) 466 The hum engineer .hose seat appears CP���� '9TE is employed by A9 American Systems F FA Sidevoll Cut B 1 1 A Endwall Cut Revisions t31 Description or a 16 COTTAGE STREET /2 - RUTLAND. VT 05701 --------(Fold Cut) - - --- - -- jOescription I Standard Sections ---------(Fidd Cul)-------- Sire 40'-0' x 60'-0' x 12'-0' SC -100 Location I PALERMO. CA SC -100 SC -100 or er as SC -100 0AW b 2) 1/2' I V-1 • Release 4F -SP -2 2) 1/2' 10'-1 Naos I ■is Button Head Baits sr a r Button Head Bolts SC -116 SC -116 SC -116 SC -116 I. Opening 1Kdth 1 I. Opening Width Typical Field Located Typical Field Located Sidewall Framed Opening Endwall Framed Opening Section "A" (As Shown) Section "B" (Opp. Hand) Section "F" (As Shown) Section "E" (Opp. Hand) Eave Strut SC -253 Section "C" (As Shown) Section "D" (Opp. Hand). NOTE: Field attach header to jamb with (2) 1/2" bolts or (4) #12 screws at each end. All erection bolts are 1/2" x 1 " CAD. Plated machine bolts U.N. Mod Frame Column r ---o I. I. I I'O Sr6MKG Girt Cane Column Endwoll Column Qq SC -119 fndvw0 Circ ' clip SC -5 o - L_ 00 SC -100 Clip SC -119 B 3 3/4 [33114 4 Typical Girt Connection (By Pass Sidewall Girts) Rigid Frame Column ,O O, O -- O. Sdeffall Ort Cana Column Endwall Column 00 SC -119 ; Endwall Girt i Dip SC -5 _ Y ClL3314fl 4ip SC -100 Qip SC-lt93 3/4 Typical Girt Connection (Flush Sidewall Girts) Z _ 6gpg7 These drorimgs and the metal building N O that they represent are the product of d EXp• 6 p 11/!Y�7 lf14 Systems, 7301 Fairvies, 10 T. .- e tam 77041 (713) 466 The hum engineer .hose seat appears CP���� '9TE is employed by A9 American Systems F and is not the engineer of rebid fa this project - Revisions BRADLEY BUILDING SYSTEMS Description or a 16 COTTAGE STREET /2 - RUTLAND. VT 05701 FOR PERMIT PH. 802-773-9990 - FX. 802-773-9995 jOescription I Standard Sections Sire 40'-0' x 60'-0' x 12'-0' Customer SIEVE NEVERS Location I PALERMO. CA aye► or er as scar 0AW b as • Release 4F -SP -2 Naos I ■is 0801-225637 sr a r B 2 2 3 3/4 3 3/4 Bock Gutter Shape 1 3/4 t 3/4 - May Vary 2 2 The length of the lip required on a drilling fastener is determined by adding the 3/16 rS/16' r Example: thickness of the tap material, any insulation a vaid between the tap material and 2' bottom material, and the thickness of the bottom material. If a hole larger then the Diameter Length Head Type Material Finish suer thread has been pre -drilled or punched into the top material, only the o 12' 12' 12' thickness of the bottom material need be considered. (The threaded portion of the m`7� / ion Ye1f Note 11 ; ? shank must be long enough to extend into and through the bottom material drilled.) �! f 1� 6 - ... = 12' -12' 12' FL 3 /art aV 12-14 x 1-1 4 T 3 HWH, Self-DnlBn Carbon Steel, .0005 Minimum Zine PLat ti. PL 3/166 PL 3/t6' . K / Type 9.. ,• TFront � IThreods TPoint Fastener Type % f' 1n9 Y I A30� am M. x 1' Per Inds View Beard _ Sheet' Direction to• r Top Material to be DrBled DownI Top spout out Downspout tY P Total Thickness Ag Fasteners Are sP " " Length Void a Insulation to be Drilled n4, Rivet x 3/16' F• V Lap Pattern G Lap Pattern "S" Bottom Material to be Dolled Pop Rivet / 9 e Point Eat Long Pilot 3/1 � � , 3/4 Diameter Gutter -Downspout Attachment Detail 3/,s s' TL 3Ae ■ c ' 1. Refer to the building erection drawings for the location and spacing of the downspouts. If the spacing is not known, call customer service. ---_ --- 2. Locate all downspouts over a major rib if possible. Predrilled Hole Diameter Larger than Screw threads 3. Make a cardboard template of the downspout shape Place the template on the bottom of the gutter and trace the outline. Remove the template and draw a lime Head Drilled a Punche Top Material from caner to comer, forming an 'x' pattern. 2 Galt, Union N°t°° Type PerThreads elnch.. Void or Insulation 4. Drill a hole at the tenter of the Y. Using to snips, out along the Ines of the � e Patter" Dr•"p' I X only. Do not cut along the outside Ines of the downspout square. Nome e 1 imp Y-2 3/4' L Bottom Material to be Drlled 5. Bend each triangula lab down toward the ground, 90 degrees to the bottom of Member Spews Edo �9 2'-5 3N' x -� the gutter. 12-14 x 1 1/4' at 12' O.C. 6. Position the t of the downspout under the utter. Make sure all four gutter tabs T-1 3/4' u Total Thickness 9 )'dlm�L�} thane ! 2 � to be Drilled are an the inside of the downspout. Stitch Suers 7. Install (1) fastener /14, 1/8' x 3/16' Pap Rivet through the downspout into the 1/4-14 x 7/8' at 20' O.C. Lap Detail gutter labs. Only the two sides and the front of the downspout rill receive Fastener Location "PBR" Panel At Wall By -Pass Purlin Girt Lap Details Self Drilling Fastener Terminology Drilling Tip Length Determination fasteners. � NS0001 NS0006S NS0007 NS0007B NS0009A 12' 12' 12' 2 Bdt. ur4® Note° 2-4 °ei�arn �r 1eM m BsDm ormb . Self -dolling fasteners are designed to drill the material and top the hole. saw fr,p.) (x+) CA- n 10' 2' 10' 2' 10' 2' Rrli / U pp Material thickness is on important consideration when determining the proper (r [S �, paint diameter. The pont diameter is described as the point TYPE Meta Pont types Are as follows: els jj o - cdahwh ;'�•;- TYPE 1: Light gauge application oiweyam 2-tarte4�, 11/en ow 4' t 4- p TYPE 2 Medium tight gouge application (lp) _ Ttr 5 sMad. spew wah Shooting DirectionDetail 'A' :::: --- - ------------`- ------ --•--- TYPE k Medium gauge application "PBR" Panel "PBA" Panel Masonry � all Column name TYPE 4: Medium heavy gauge application All Roof Members Except As Noted Below TYPE 5: Heavy gauge application Downapaut to Wall AHaehmenf Bud � �,eff'vF caeca spacer TAaf;F� ... Rat. M9. 0 • A The point diameter allows the threads to lap into the material without excessive 12' I2' 12' face which can break the shank, or very low force which can easily strip -out the Md -Y material during sealing torque. Each point type has a specific FLUTElength which MMeWBy allows the chip to escape from the hole during the hilng operation. Depending an BuT6q File Tut 3 2' 8' 2' 2' 8' 2'2' 8 2 1 ,Y 4' the application. some dell screws r u re o pilot section---------- --- ................... '>� seri� eq special PILOTsection. The mr / eA Bed Do.o ahtlaPilvir . Y . o' -r is the area that is unthreaded on the dell pont The pilot area is important to the Iu , 1 1 performance of the fastener. The reason for the pilot area is so that the drilling of Ta 5 self M Vii-- u, Ba,m a. 1/2' .1• •With Out Liner the hale is completed before the threads engage. If the threads engage before the (2) t/Y x t' M. earn {r -307 M. Scit. I trilling is completed, the dell point will have a tendency to bum because the threads Mascnn Wall Column Flange _ Sheeting Direction Detail 'A' , Y_4• will force the pont into the material. lWith3a ire nag at ad Fa° er Iael (Tp) s/e, x�/O yedt° malt 2 eat. Udm Natal ei t o"tawmaut t ver Quantity). At Eave $tud. PoW End Lap. and Peak Purlin m Baum omi Dillifng Point Capabilities DOEpoul Shap Sp to Ina Pum / pm op Material Thickness: 10'-0 O.C. Maximum Dornsooul to Eare GuHwr Attachment MemberScrews 4'+ .500 ° SsiQ q 12-14 x 1 1/4' Roof Pand (6 per panel) 0 312 Q _ Lina alp n .250 QGi r =l Cant Sllleh Screw Tape Seal Pemba Mad D < - 110 0°ie1DoiAQ°'t Downyam strop Grum C Tape Sed 1/4-14 x 7/8' 8' SC -T2 -- - ---...._. 098 €;< t) FZ i At 20 O.Gco Roof Purlin 10 SC -77 " Point Types 1� - Pao m - Panel {/ J pdglLtL Note Section Thru Panel End Laos Screw Patterns Shorn Satisfy U.L 90 Requirements For Roof 12' SC -78 de I of Sep+ to Amps Bake aq P1.3/1e' . S x Ir -Y With Liner Type 1 Light Duly /10 (.035-.090) j12 (.035-.090) 1/4- (.035-.090 118 (.035-.098) Type 2 Medium Duty +6 (.035-.098) /8 (.035 -ADO) /10 (.090-.110) 112 (.050-.140) Type 3 Medium Duly lie (.100-.140) /10 (AID -.175) /12 (.090-.210) 1/4' (.110-.250) Type 4 Heavy Duty /12 (.145-.312) Type 5 Heavy Duly 12 (.25D-.500) Pop FO d spec. ✓ � Maut S� MR•a°) / oa.noan oo.noart •/ adorn •/ Nkkwc ✓ rFnd, Thor, YV g097 N�' 3012007 d Exp, 61 4' Fastener Location For "PBR" Roof Panel By -Pass Clip Bolted Flange Brace Detail Self -Drillin Fasteners DOWAGROMI 991A4 AW Y L 05 Section Thru Rake 4Cold-Form Flus`End I NS0002 NS0006T NS0007A NS0009 INS0011B FEMS06 NOTE: Na DALE P1ION BT �° 1.IStandard Details 1. hea traan h wq, lm erded eepkYutal t goad .Bm m err nag(.) d6d arbor, sarin. 11mh(.) mol Iare berm mage° 1s pren dofly a1 mthe. Canrdt yaw ..6. ­da addtod S-Swwm to kM�e s guia&ad/a doiehstlau ATITtITIpI I1FL OWAh tM -t thata achpmq a- of- with matwW how far Vile pod a mr In- iiucfkn &.A IN holds nw.t ••ah the mawlace.n pia m an. 5 If mo,Rocta. b not robed, maxum Err w A &22-05 FOR PEAxT antane- MM BaalplG SYSTEMS DW 11- SW REVERS towage PALM G -By chk By Dom Scale Ba19q D Jab K."'Sheri Wmbs I.e-22-aa N.T.S. 0801-Z25637 NS -1 A � •: a Detall 'A• octan 'B• Direction \ ' - 5 • - of :ti 1', - i��l2r-,. Pore,Color Optional Closure Flash ng End Cao Modification Uelail Ventilator '^ 12' 12' IY Jomb. Nark v oar ape er m � Skirt th / _ ed edfh V _ B' 8FL981 ate: End Cap is Factory Cut For 1:12 Roof 4ape Vent ` 36' 10 RFL982 Sold Cul For Required Root Slope Enda a• 12' -' RFL169 4' Go Panel "PBR" Panel ., . _ • � os Ion Stitch Screw ' F'^ t, ` Pull Bair Link Rod J4' Gam AT 20' O.C. - ti '' Sheetin DetaD '8' Jamb y Pull Bar Member Screw reton-...1'-0' O.C. .Rf'y 4FI. � � Member ScrewLifter Arm Rdlers Gutter Steed0f at 12' O.C. HDCade Broce lme Remove Bearing 12' tz' - Pull Bar Connection Detail Leg - P°°d A Eye BallCama Trim .L. Major R�(RFL830) J6' Web of Frame "R" Panele- y . _ 1/2.. .. - "PBR' Panel dumb Trimy (BFL22)�. 1/4 _ I Bearing Detail •A• mail "B, �� Cable Brace to Frame Connection Framed Opening Jamb Trim Detail Note: sear! welded Back Bp Dote may be loceted Ride Vent To Ridge Vent Installation at either side of the e& g "PBR" Panel Outside Corner Trim PBR and R Panel Profiles PBR Panel (It Regpied By Design) NS0015 NS0016C NS0022CNS0053 NS0055-1 YR I� _}ate DHA-Ucron Meow • • , Die Formed - - // OHA °,�"�"{u Ridge Cap Building Sid [5d Fne u i a c °t ' Bidsueen RR52 (Max Cold Formed Steel Components Yield Strength = 57.0 K.S.I. (Typ.) / t.a .'• • 5:12) o Door Fresno - 1 1/4 Mai F1* �°a'�(a) +--- ---•-• •-•-- tA(�{IW�°°oECT7i ._ ,c _ • _ 12' x 10'-D Vent Rearing Leg ' �.*q,tiad"'dfat Door H d4- L Raaf Panel At To Well Panel . r' DBr akv+ Seelion Thm Header „ Framing Elevation r ' Outside Closure ^� Stitch Saes W/ Tape Sealant 1/4-14 x 7/8' Self Drill Tap and B°,lam At 20' O.C. 'Ir x C-6 Andev Bob � Shooting Direction _ CORRECT y Ridge Cop Ventilator Qllap Ridge Ca � Skirt section Norm Dimenslans Manby Prowl s • 2W. Y 81 0 X L 1 D 011 B2 LIP Go.1 Area 11 5x e1 6 i 2% .911 16 0.(122 7.759 1.081 8 Z 14 2i 2% .930 14 0.976 9.177 1.289 2.137 8 2% 2i .956 13 1.185 11.095 1.577 2.724 B z 12 8 21. 2% .990 12 1.463 ISIS 24 1.967 3.347 10■2Z14 ID 2i 14 1.116 11642 1.290 2-8!58 10 x T Z 13 1D 2% 2i .956 13 1.355 18.933 1.578 3.727 10 x 1 10 2i 2i .990 12 1.673 23.285 I, 10 . 3 Z 14 10 31a 3% W Tr 1.256 19.094 2.90 1 s 10W1.525 23.112 3.759 J.9, 10 x 3 Z 12 101. 2&427 4.66114.932 12 Z 14 121.3%. 078 3.412 Z 13 121.695 35.515 3.760 4.7331 12 2093 43.722 4.682 6.374 p .n BFL52 • - t?"tto u.oa) 5"w Header (Ma)L Sat) - - I I _ 1 14 .• s 8 x 25C 16 8 25 16 0.822 7.791 Q675 1.668 Y j Building Std _ 8 x 2%C 12 8 2 2% -.885 09% . 0.BW 2.049 1. % 3.412For gl For 4= 4' o Oaor JxA Member Screw 8 x 34 C 16 6 .773 16 0.940 9.652 1.523 1.712 L Fv eQyD 6•-0 at 6' O.C. 8 x JS C 14 B 35 .800 14 1.116 11.411 4.808 Secfion AI 3'-6 Girt TrimIL 6 . 35 C IT 6 3 .885 1 .673 16.9 - Anehor Boll Plan BFL850 Manby Screws Stitch Screw x 10 12 1. 1pyoar At 12' O.C. at 1Y O.C. 12 x 4 S 35 12 4. Q -\*oeExposed a1�1 V Bearing Leg D� J,6 0Vdd� or U.SOW Fldd Bad Optional Channel ti Outside Closure Strip I J 5 1.088 16 1.058 Y Stitch Screw ' Door axn6 - (0v'VpA) 4 Closure Flash with T e sealant 5 1.114 4 1.256 .410 2499 I/4-14 x 1/8' Self Dell rmpie Ch12 annel Trim Top & Bottom ^ 10 s, 14 10 5 .114 OO 14 1.3% 97 L At 20' O.G Lpe See ' ' 8' RFL981 12 10 S 10 3 5 1. I 3 5 0 2 p7 vti: Sheeting DlrecBon }' eDetall 'A' , 10' BFL982 ii 12 U14 12 5 1.114 14 .5 07 3615 WRONG At Brox . Door At Broos (T •J�% 12 Bn 169 1'-4 W 12 E.S 12 12 3 5 1.200 , 2 9. 7. + Personnel Doors (Walk Door Sections) Head Detail For Framed Opening 12" x 10'-0" Ridge Ventilators AUG PBR Panel Side Lap 8• 10• 12• Glrh "PBR" Roof System UJ NS0016A INS0020 NS0023-1 NS0054-2 NS0067 - .' NOTE: - - - • , IID. DATE DESQRP,IOI BY 01ro 1. These draehgf are Intended to dgid Wool hstddon of Ran(.) dnaI dxa. Sane Rao.) mop hm been *TMod for daily of prnmlatim. Cme/t yourwatlm mead or oddRhnd 19mix for hatnw gdddkn ad/err dadamtlA e5-42-05 FOR f+aeer mx ' S t a n d a r d Details, ATT,I1TIDLf INSTAIIER: In dw Clad Mat a d6 rqw y or my orbn with nxt l f. dejped for this project or ease coatructlm ftowns, the omtaaw mrd notify be moafodxa pyo to corediq If monafochra Is not mtfW mawfaa4aa of '7 Dotaec BRADLEY BUIIM Srs W . End uw. .. SRIF 9111M Loc.tlac PALMM CA DA By I Chk By ode sod.Bufdnq 0 Jm Nwow Shed Mareba leve -,' a -z2-05 N.T.S. 0801-225637 NS -2 A e LEES M GIIETER (BFL760) 66�IM (BFL764) � � SLOT All American Express Note / 1: Outride pond closures ore requked m all sheeted endrdls Death {� Rofle (gds (14) POP wsE�i (7) pop with o roof dope of 4:12 or ksz C = Cee NP = No Hole Note 2: BF124-len th Trim rN replace the outside d 10 = 10• G = 55rhpla (:) BEADS n1ff (3) STITCH SaiTlS t 9 �P NI Dce Gutter Sir 12 = 12" Code closures on all sheeted endralls with o roof dope greater al 48' O.C. Inside Closure r/ 2 - 11 S = MdB Holes SFA (St') _ (2) ffAoS FLUE than 4:12. (BFL893-12) Continuous Tape FlaD11l._Code 3 = 13 ger {meter 1/8" X 3/16' POP SEA (1� 3 win. Sed Top At Bottom 4 - 14 A numerical RIVET. Stitch Screw 3 = J I/2' 6 = 16 gra numbs tran�l part 999 HEAD TRIM BR850 I/4"-14 x 7/8' PBR Roof Panel ZEES ffvn+ FIAxa Mau Qq an MIT eotafiFA FIELD CUT PANEL B FIT NOTE Y YN LAP NOTE Y tnE LAP Bee note � (3) ReQ d INSIDE HEAD TRIM BFLB50 (see note j 2) / LOW SIOE SAVE TRW (BFL772) HIGH SIDE SAVE MM (UU68) Ga101g FIELD CUT PANEL TO OPENING 8 = 8' 2 == 1Gt>12.ga A nanericd port - 10 = IO• 3 = 13 ga number from I to 999 WIDTH HERE ALONG JANE. (T) PCH favET9 Rake Angle 12 = 12' 4 = 14 ger ( ) 6 = 16 ger RA1-210 (� ffp05 TUBE Stitch Sorer Member Suer Flange C� L (z) BFins neE (3) STITCH sans 1 4'-14 z 7 8' 12-14 x 1 1/4" FIELD CUT 1/8' x 1 3/4* SLOT IN PANEL AND SEAL (1st . Endwau Pond / / 2 = 2 1/2' Left / We End Punch SUP OVER HEAD TRIM./ USE URETHANE SEAL (tr) At 12. O.C. At 6. O.C. 3 = 3 1/2" NP = No Hdes (ma) SEALANT TO SEAL PANEL TO TRIM. (5) POP 11K15 G = Sone Rake irks Member Sorer Prone Code 5 = Yd6 Hales (see rectim dr9 12-14 x 1 1/4" L = Lan far mak) At 12' O.C. Z = Zee 9 NOTE Y WN. TAP NOTE Y WL LAP Member Screw SD X = Edro Long at 12. O.C. Culler U = $per LOP Y - Simple Spon FIELD CUT PANEL TO FIT INSIDE EeyE STRUTS HEAO TRIP BFL850 (BFL760) ffPIM flANfi PROFILE GAM LEFT RIGHT COWOER SLOPE 1/8" X 3/16' POP l EL ' 4 H H- 1 A RIVET. Eove Strut - outside assure Death Code CM, Cade Counts (see note 1) Wall Panel 8 = 8' - 2 - 12 ger : A numerical pat to = 10 4 = 14 ger number from 1 to 999 - /�/ 12 = 12" 6 = 16 ga Stitch Screw at J Anne, Code LeH / F6al t Fnd Pondh p = es Code FIELD CUT PANEL TO OPENING 12' an anter 12 3 = 3 3 ` WIDTH HERE ALONG JAMB. NP = No Ndn (ma) B = 1:12 5=41/2"or 5' H=Simple C= 212 Ptafle Code Y = CIA Multi Holes o = 3:12 HEAD TRIM BFL850- EL r Eeve Lor J = New Muli Holm E 4:12 = . EH = w L Ffigh 1 3/4. OPENING WIDTH + [B" Low Eave Detail W o Eave Trim Cold Form Identification PBR JAMB AND HEAD TRIM DETA S ALL AMERICAN & MIDWEST TRIM LAPS Endwall Panel Cap Trim standard Gutter - 1 1/4' Wail Panel - PER Roof Panel NS0067A NS0069A NS0079 NS0106 NS0149 SAVE TRW (SWPLF) (BFL19) PANEL. CAP TRW (BFL271) 1 3/4" NOTE: When field cutting sheeting or trim, do not use abrasive saws or other TO MAKE TAB ON BACK rddea cutting methods which produce hot metal particles or bum the cut edges. LEG. TAB �— (2) Flop FaLEts� ch cop (t) PTP 181E1S (2) ITEMS TIRE (2) W_QS tuff column. rho.+ ore hot inial for These methods dl damage the paint and gdvalume finish and void any BEND UNE , SEAL (91 SEAL (to) 64 u1 dmuanp or na fFer Tr be rartonties. Use double at shears, nibblers or other cutting devices which do not produce hot metal particles or burned edges. 13/4' 1 3/4' re _ l�j!!,l� i 1 3/4' Opening Jamb SEE NS69 HEAD TRIM NOTCH and 4o NOTE. 2 .RN. tAr NOTE Y ltof. Lw < 5/8' Anchor Bolls (Typ.) NS698 FOR eo a I� I - / I JAMB TRIN CORNER 7RIM (Bn830) TIE-IN IRM (BFL195) �- - NOTE: DETAILS. �n 22_ 2 aOLT FLUSH DIRr CQtfNECI�I _ All Bolts are I/2" x 1" = .5 to r -•--- y FINISHED CUT STEP rrl a 90' TO FORM I -HEAD TRW rnAT TAB AT SURFACE (4) Por R16M (x) Pa IaLE1s (3) STIT01 Stews NATE USE I/r dA X I- May Bars AS SIDIN rpt to, r 1 J/4" g I Flange 2 Ball 4 Ball B � Do CHP w to S 7/6' 4 I/a• 9C-3 Sc -16 6" to 7 1/6' S 1/e" SC -ss SC -72 8' to 9 7/B" 6 1/11" SC -57 5C-73 1Y ♦ 7I/e s,-zn s,-zn `T� Button ea s h ^ � (Typ. U.N.) Sted Line / BFL85D- TA 2 Sheeting [E/ Sheeting RIVET 1/2• Wall A211' PO NaTE Y taL ua NOM 2' YFL uv (moi ' 4 a 1/8' r 3/16• POP1/4' Framed Openin Width ' BEND UNE END R0� CIINVERSM)tl 1RIY (BFL852) IF381BLAT10N TRIM (BFL117-122) —'ase Q - Q (a¢) POP Ill (6) sDlof Sam I k � m FOLDEDIN TABACE(3) rnrCH satErs I e Finish Floor ' rsh Floor JAMB TRIM —� ---- - ; : .. r.: - (2) BEADS Tuff .... ..............•-•----- --• .................,� SM 2 4 BUT FLUSH GIRT CONNECTION t `- NOTE: Y WL I* WE. r Mx to NOTE USE I/Y GIA X I• AV BOLTS As slow w � ) SHEETED WALL OPENING STEP "2" FINISHED VIEW AUD 1 4 005 8" amb floor THREE SIDED FRAME POR JAMB AND HEAD TRIM DETAILS EAVE. CORNER. & TIE—IN TRIM LAPS SIDEWALL or ENDWALL INTERIOR FLUSH GIRT CONNECTION DETAIL - NS0069 INS0069B NS0081 NS0125 NS0208A - ftEV4016 NOTE: Na. OATS DESCRIPTION BY 4<b 1. Thdmingare M." M." to &Wgmsd Wall.ladm bed of Ran(.) dbed obaa Some Ran(.) mor how, been emitted lr deofny prentotlae Consult dedlan Manuel rdtlm iadd s -Sheds Tar Ammer gulddYho and/or daetions. Standar e a � s ATTENTION NSTAU2R H 8w orad that a dlovgmay or err aloe with mat.ld. raped for06 proyhd a0— anfiucUn drawings. w the .tdler mud noUN ly the manufacturer pylar to aorechhy N ww ula:brwr lo not nWk d o—taahrd' wl A 8-22-05 FOR FEW. • Qatawr: BRAUX BIADOIG SWEYS End Urex. SW NEVERS . Eamon: PALEIM CA Del By 1 oe By 1 Dote I Sae. &Adhq o J6 N.1. Shit Ihan6r hake 6-22-05 N.T.S. 0801-225637 1 NS -3 A e 1/4' Eave Strut Member Screw at d' each Member • Rake Angle NOTE: - ----------------------------------- Die Formed Ridge Cap All Bolts are 1/2' x I'BFI52 A307 N. Bolls (Typ. U.N.) (2)1/2'0 : 1' Y. wits Cee Rafter Member Stews STm. 12 -14 x 1 1/4' Eave Strut Column Dept I At 6' O.C. Section A 1 PBR W.P. Roof Pone) Eave Strut Eave Strut_ _ To Jamb CIO ------ ----- SC-253 (2) 1/2'0 : I' M. Bolts - -..._ (2) 1/2' x 1 1/4' Cold Famed 3/8' Tape — A307 M. Bolts With End Roder z Blanket meant Insulation (1) Flat Washer Ea. W HW -505 2' 4' 2 Peak Purim Door Jamb ....... (2) 5/8'0 x 1 1/4' A-325 Bolts cdumn 8" Jamb To Eave Strut Corner Column to Cold—Formed Bearing Rafter Conn. "PBR" Roof Fixed Ridge Detail Roof Slopes 1:12 and Below (Flush Endwall) Fay Penal tins up to 12:12 For root slopes up to 5:12 NS0210D NS0242 NS0757A 5/8'0 x 1 3/4* A325 BOLTS . 'A' (6) Stitch Screws r _ - 1/4'-14 x 7/8' Lap TeR\ \1 ..-�- • � � Die Farmed 0 1 i � Ridge Cap ' g BFL52 ........ - - 0=8'•10'&12' Member Screws 12-14x11/4' Cold Famed Rafted m At 6' O.C. 3 1/2 1 3/4 1 3/4 RZ 'PBR' Peak Purlins �� N < Roof Panel C4 a NO. SOW PL 3/8 3/8' Tape Sealant — HW -505 Section "A ='A" "PBR" Roof Fixed Ridge Detail AUG 22005 Cold Formed Endwall Rafter Splice Conn. For Panel runs up to 125'-0' For roof slopes up to 5:12 NS0241 iNS0757 1"9[NS NOTE: 1. R— daekhgs ae Intended to depict gored MtdWlim of Rm{e) dnAW Om :Some Rem(e) may bare been mimed 1. deny of promlaUUacc CxWt per trek. mmad a odMiand 5-Sh eb xx MIM gAddMa aW,ar dam K DATE ocs"110H BY Cxb S t a n d a r Details uhar pole to tmatln mmufadurr b not nott6d, napdatWr wi se axtrucam d mbge. the batalr must natty the mafa AUDITION 16T40: b the trent Not a dswene lds ed fa No project a eam epy a me a abwith mxlrdunn A ��8-22-05 � PPOWxq. �y aatmhw: BRADLEY BUAIRIC 515104 End Usac SMW tE14RS Iomla P"No. CA Bet By ohY By ante Sc* &dein D .tb tem8r shat texnha lean 8-24-115 N.T.S. 0801-225637 NS -4 A WELD STANDARD GENERAL NOTEStom:a.�ETC.AAE VPsNERBENstlI>t<s`F�'N07EHfDi"``�1°DSRIsETc SIZES OF WEB Ars NPs NIUHRS. BpII;,gE0-1 NO1E x FW ALL THICKNESS )/t6' 1/4' M I1r OWES I/2' 15 OR 1E1D Siff EQUALS IS OR n TIND ESS OF VER tt.s .. , . , .. . -•�- ''' BOM1/4' TTAGIL rlOINTj soEs5/16' Ing 10 CA R 3/16' 3/16• 3/16' 3/16• SEE NOTE FXifT IE1DSSE R]D STAIDARD SHET FOR tl0ff: k � ETC, ARE NPS NNHa1 d(ELE:SfB-iNOTE N fOR ALfUEi 1UD5SFE 1E1D STANDARD SLEET FORFlU-ET 3/6- A f6asn X SEB-1NOTEFOpn WEND FAN WEB TO FI-ANGE NEED. ���sE[rEiDsrAioAansxtsrraNPsBEsaaPnaFLANGE 5/16• 3/B' 3/8' N 7HICNCNESSNPsDEsoaPDa 1/4' YAN 0/Z'FLANGEr � Ot TNCIOESS IXFfD aNSEt PFL� '; ROD a RB FOE B-1 NATE E FOi E1D Sff(!S SE 6-B FOOD BAS: SDE FIRSTBY BANGLE DOPIFAAT tL = RO QI ROq RORNOTEa. WnDs 22��4 Ot (!SqTHICKNESS •3/16' FLANGES ARE NOT TO BE USED FOR WEB OF 1/4' OR OVER UNLESS SPECIFIED ENGINEERING. TMP J 6. mnVELD PLATE OCTAL FDR VELD n Pt FLANGE TNQDESS WELD STANDARD GENERAL NOTEStom:a.�ETC.AAE VPsNERBENstlI>t<s`F�'N07EHfDi"``�1°DSRIsETc SIZES OF WEB Ars NPs NIUHRS. BpII;,gE0-1 NO1E x FW ALL THICKNESS )/t6' 1/4' M I1r OWES I/2' 15 OR 1E1D Siff EQUALS IS OR n TIND ESS OF VER tt.s .. , . , .. . -•�- ''' BOM1/4' TTAGIL rlOINTj soEs5/16' Ing 10 CA R 3/16' 3/16• 3/16' 3/16• SEE NOTE 3/16'1/4' 1/4' 5/16 -RI 3/6- A f6asn X SEB-1NOTEFOpn 5/16• 3/B' 3/8' N FOR VELD SIIOHA D n RLD Sff EQUALS 13 PLATE D h TV TE 1/4' YAN 0/Z'FLANGEr � Ot TNCIOESS IXFfD aNSEt PFL� '; ROD a RB FOE B-1 NATE E FOi E1D Sff(!S SE 6-B FOOD BAS: SDE FIRSTBY BANGLE DOPIFAAT tL = RO QI ROq RORNOTEa. WnDs 22��4 Ot (!SqTHICKNESS •3/16' FLANGES ARE NOT TO BE USED FOR WEB OF 1/4' OR OVER UNLESS SPECIFIED ENGINEERING. TMP J 6. mnVELD PLATE OCTAL FDR VELD n Pt FLANGE TNQDESS TYPICAL GIRT CUP WELD SIZE EQUAL TO THICKNESS OF WEB. R DETAIL ]/16 L/2 1s SECTION A -A Nff t�8. B-1 NOTE F F OR n BOT%l FROM OUTSIDE -"-"---•-- C. FOR WEB 1HICKNESS OVER 3/8' ALL FILLET SIZES • TO BE SPECIFIED BY ENCINEFNING. xELD BOTH 9DE5 of WEe TO FLANGE 3' 80TH ENDS Of BRANET. ISE - SEE B-1 NOTE F —IDR EQ S FOR VELD SIff (TV.) FOR IE1D SZE NOD EQU� a TH P OL n : 'VELD �" � mE6I/6' F IDL IT /a OR 1259ARE TTMJL Ml S�5D. DO NOTCONDCT R1Ds SZE tRL/2 A IDR n R�BEYOND a /Esq •-------•- MINIMUM WELD SIZES ARE DETERMINED BY THE TFEE�s FOR o'D"DiOsicittRs -(t FOILOWiNC CPoTEPoA: ry COLUMN OF VSFE = THICKNESS OF THINNER PART) e-1 NOTE F !STRUCTURAL FOR VELD Sff SE B-1 NOTE e QUIF t < 1 2' WELD SIZE = THICKNESS OF THINNER PART + 1 16' / /(�) sffOe-� Sff C" n FOR 1E1D TYPCAL LREINFORCEMENT RAFTER CONNECTION J CaPEDQUssET IF 1 Z1/2' WELD SIZE = FULL PENETRATION WEiD SZE IS TO BE 1/16' LESS THAN THICKER PART. NOT.TO EXCEED THICKNESS OF 1HINNER PART. _. - RNO SAYE MATERIA ASf.. <PPE IDR TUBE NO CCN.lOroAL SEE B 1 NOE F. / 6AOON RVIG s i SEE 0-8D FIXED B EFLAE1D PLABAOWG �A. N OR IID BCmI TRANSITION BY SOPNG FUD M YAX S6E aPEM11G 9ffBUT d<(MAX SIZE: 5/B') FTA RID SII ER ;ME I/P BOONG. iON °Rs9 a OPPOSITE SIDE WELD LENGTH TO BE 'D' DIMENSION R6 /bVRAN�PLUS 3 INCHES, AND,V DIMENSION PLUS 3 INCHES. PIPE OR TUBE COLUMN H. THE PARTS TO BE JOINED BY FILLET WELDS SHALL BE BROUGHT INTO AS,AS QOSE CONTACT AS PRACTICABLE THE ROOT OPENING SHALL NOT LUBE BRACKET EXCEED 3/16 MCHIF STRAIGHT COLUMN TYPE 1 THE SEPARATION IS GREATER THAN 1 16 MCH, THE LEG OF THE TYPICAL DOOR HEADER FILLET WELD SHALL BE INCREASED BY THE AMOUNT OF THE ROOT OPENING NOTE: BGTSM = BACK GOUGE TO SOUND METAL (TMP.) 80001 B0010 80012 a�'` B0016 W ; A I6 ETC. AE pS NUMBERS siL SE B -i NOTE N FOR AL IUM mm VELD STAMM BEET FOR tlOII: A P ETC, ARE VPs NULOFRS. R0&SE B-1 NOTE H FOL AL MET FEIDS SE E1D STAMM 91EET FOR � ' -rSE KEESE B-1 NOTE H FOR NL fUET IM�S DESOiPIION VPS DESCRIPDOE3 6.2 I/2' P QU n QU n DHVOO9ESSSS QNANGE OR SE B-1 NAME F ALS TIP" BOTH SOES I6 OR n FOR VELD SII RH (�')SE 16 QU n3/16' L/2 A - 'OF B-1 NOTE C OR WED NN 10b ESOE FIRT�� 3 •• RLD Sff EQUALS QUA FOI VELD LENGTH �y -THI ESS OF VEB ON SEE OPPOSITE VanJ SEE 8-1 NONE 6 U - OR D L3�6 TMf$DIITTP-QU 1FE YAIET6A. -I NOTE FOR FOR VOD Siff I6 OR pCONFIAC NO JONT ISEE DD TAB NOTED FTA 1110 LENGTHTTP. TMAS ALL OTHER REAS Ot L EUD 51ff UlUAS TIP. AT ENn B-1 NOTE FOR �dt }12 1 TIpO0E55 K V®BFOR dESE WELD Sff I6 2N OR jW }I2 SE 8-1 NOTE A FOR IUD Sff SE B-1 NOTE F IDR- - FOR WELD SZE P. IT.N. /10 Or POO. OR Ila dn• FIANCE _ - NA DOOMESS&&RUNWAY BEAM 8-1 SE B-1 NOTE E UM A P ETC, ARE VPs Kswa FOR VELD 9ff_'_"_'1L�k .,SUE W•auLUnna�aICW`_'fD R fdLOW1h S+'+uS CANOPY LUG wS SEE �� SICCA FaR- RM96$5QUn SSRID rmlm Sff9 y •R EDNOOfSc Sff EQUAMS T16WESQ DR l6 ORSE B-1 NOE F 2EPRrrrrr._ - MELD IN Ffbf DELI - `aa``a��i3a�`aaaa��a���i��S��i�S��� r r .SN aPULE � B-1 F6 Ot n fDN VEND 9ff BGTSM FNOI QUTSOE QU NDIEE 16 qt R1DSffEQUAtS fpZ o8S'SiillilyylilqSSb�"b"'e>=$StItBtT$aItaaAs SJ. J. J. J. J,J..4 % %A.AVELD q Sff EQUALS bin SII EDGE O003ES ff SEE B-1 NOTEF OR MOOESSOF VEB FDR IE1D 9ff (TTP.) RID SII XWORM < 1/P RAINCE j6 OR SIDE FNSf aNOQESs O 0 gQSgf 0111irrrrr 2LIED rr�r/ �6 PULE I6 OR I7 GUSSET PLATE DETAIL (Tm-) DE FLANGE OR L EEN00ES5FDR R=4 Ii V 8 SER NOTE E RTD 57E VIELDSAL a a 'I:"�•FIXED RASE PLATE (IW.) MINSIDE DVPOS�H-s:s IIS °R �ISo EEHSp N90E FIRM THEN 0 OR DoSE 1 � q � k + W � 3 a � �RID B-1 NOTE F EA n p, /3 OR D FOR RID Sff �WA RID S� EQUALS ( ) N MAX SLOPE '� ' u u ' yERID SII EQUAS QU n OF STFTDER SE B-1 NOTE F P C n . F�6 fa+ RID III ' E5 E5 6 � R- Q Cjap9'ff STIFFE En l6� n V�2 v: T6H St rN NSa>� >� >� d EXs13ol200limmoRUNWAY END LIMP.) FR rm Sff4ILDGM ~S Si B -t NOTE C - VF1D IE11GD1 'sr� WWrfUt -EXPRESS FRAME ,6aRn Y4N ����'Y'% i &FNOTE: �OO� NOTE: BGTSM = BACK GOUGE TO SOUND METAL (TYP.) K m 2 i v e BGTSM = BACK GOUGE TO SOUND METAL (n?.) DETAILS B0008 B0011 80014 WPS N°. Same Ren(N)mqNaw heap am0.ted lar daffy of EneNhtotlar Camdt pr emdNh maxd aaddl6d S-91aab Ear Mtlier Qdddiba m6/ardartlbolim6 - REVISIONS �. DALEDIE , BT abStandard DetaiIs mumamR: b Meeast bat a Saaepanayaeaar wim a motows Vh w lar b*Mjl a Mew a hodlw &ct1k the Mtdkrmat wIllyMem*.,Wbaa pla W a Wq.LLetaoa: A 6-i2-65 FOE PU68TATT BRADLEY BUEDOIG SYSTEMS Flhd Ur: STELE NE34AsDetByQtByDde-22-os N T.S. 0801-225637 W-1 A ` D CD C7 D if 1 1/2 40'-0" Out/Out of Steel 1 1/2 12'-0" 16'-0' 12'-0" m m7e U) �---------- ------------------- - -_------- -•------------- ----------------------------------------------- --'t N � ' ' v A o o i 0'-21/2"; _ ....39,._7" C/C Hold). 0'-2 1/2" 8P -K o \ C •x N ' -0 X--' ' N w ` K; �r N N ' N , I 0 I R o d I ; P -K . / BP- ' G (A n ; s o , m CC)n b co ------ ------------- ----- ----------------------------------------------------------------------J �y v' N. V � C -G 6UYER'S RESPONSIBILITY -'—I kBLL GENERALPOOL SPECIFICATIONS: (TempaPool. , p0Iowl*ode. T-{ E HASIENP®0LS , ��gg IDTH.�� P RIMET R: AREA: Dates?o W 00 -dosing wW setMatching. .1 - _) + + Since 1954 OOL APA ITY: VM down GUNITE twice dairy for seven days. fi + + 1 t + P ', t BLUE HAVEN OFFICE • f ' �' DEPTHS:POOL TURNOVER RATE: Hrs. + + • 't 1 _t _ + , } = 1 • + + t + F + }- + l -r + , , + t. + + T _l.� , EXCAVATION DE CKIN Access Front Rear Type Bob Cat Shuttle Dig Color + _. t Remove Dirt X110 Risers I+ + . . . . . . . . + 1 . ' : . � � +-+ � + .� . + � r + - Y 1 ._. � Remove Stump(s) �� Footings ? t $ , Remove Fence � Mastic I + i _ Replace Fence D sins i ! + Remove Concrete S.F. 41 Sawcut Concrete Ft. EQUIPMENT STEEL Pum HP 2 S4%I S ++ 3 y PpN�L Expansive Soil Steel Patterns Smart Box Yes o + PLUMBING mart Pure Yes + f A/ C Filter Run Ftg: Smart Light s i ' 1 1 Z J Return Lines—K[6 500 W Light Yes . , _ P -Trap -0 B/Wash Lined Smart Vac II Gb No Gas Line_ Ftg Heater BTU Nat r i i Drill Drive N 0 . C�vin Div. Board { Ff + 1 + { f t + r f ) ELECTR slide + + • f f r + 6 Water Feature • t + , i + , r + t ± , i , 1 , t } . + i - t i + } { , . Run By Ftg SMwf�'t" .- . i t 4 GUNITE + , + }t 1 Love Seat Y" PLASTEr t t f , + , { + 1 } r + . i. + ' i . ,- ' Swim Out ^� Color.�- Qr Ext. 2nd Step hf+ T r f+ r � / t R.B.B. in. X Ft. SPAJb + { r i + + + + t , E + t ..1 W Q IL W q R.B.B. in. X Ft. Size In Out 1 _t + r r # + F ; . + + `+� 1 * ' : '"' , , COPING Plumbing Run t -r-,-' 1 yP Dam Wall Length 1 T e �%O Number of Jets t t { 1 ! } r t + i i + ! i ' + , , 1 f f TILE Remote MAM odel # Blower HpYes _ No r+! i f t , , 1 Type _Zn I t I IF .1 + r , + { + + } + , 1 + ! t {i Spa Dam Spa Side Switch Yes r « + + t r --t SktIAM�if p Smart Light YeS t r t - } + { « a + l+l , t . , r + , + i + , + . , t} Accent Tyle 100 Watt Light Yes t _ w- .--� t+ f i- t t 1+ 1 1! 1 �51�11� .I'` _ r BUYER i 1 1 • 4 i } r t } , t 4J to .County , 1 , \ + Approve above specification t Q ' g +tat i-'t@clf iti , + � � + J 7R, , •32 i / � �� i , •Approve equipment location •Understand that decking shown is for illustration purposes only and ( Sod t + , t i + i tMja�e i , i 1 �+7 unders hat a T to receive square feet of deck. Signa Date -5-in �.1 • f } � i u Prepalred Especially For: 1 r Street t t -J 1 r 1 1 ; - . $t } t + } ` city C�r�yille. CJ Zip r t t t r , i « + } _ , , t $ - . t• + t f r , : f _� {+ r ;-r-.r-- .. r.�� L .L� �� + I Home Phone ,�.3.3- Q.77T Work Phone 22�y 1 - Atli y }$ } 1 } . . t + r -. t tWNW 'J , j',: y Designer Job No. rin 1 Lot Block Tract r + f + t + , } t t , i 1• t - '• + { 1 -+ + Mapsco No. { + + + f + { + E } r , + { t 1 . , r t 1 t r t t t 4- i { r r ;• + _+ 1 - -- —! --- — 1 ____�' ` ���IstLLttt/tom_ ■ r T M 8 v � a® LU LU �� Q�r � � LU i 1v a ' l• a r u-s-Tf-:- d1w CL_ bog". u! {kr Z- Lj cNOT:, 44 yr - a ' l• a r u-s-Tf-:- $1 APPROVED) iJ�fe bunly/L'.'_� ironmental HealthL SignaTzri t d1w CL_ $1 APPROVED) iJ�fe bunly/L'.'_� ironmental HealthL SignaTzri t