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042-040-025
042-04-0-025 99-2007 BPFM DANNY AND SHAUN ANDREASEN (O� 761 Carpers Ct, Chico 1 .(new SF) Cleanrite Const �1Z 'v 042-040-025 00-0590 ANDREASON, DANNY &SHAWN 761 CARPERS Cr, CHICO CM: CLFANRITE 4 !� PDD. TO BDRM SDI 042-040-025 01-0045 ANDEREASEN, WN �� 761 CARPERS CT., C 0 CA� CONST: WOOD HEAT & A ('ta GASSTOVE(FREESTAND ) 042-040-025 03-1554 ANDREASEN, DANNY 761 CARPERS CT, CHICO Cont: ADONIS POOLS POOL -MASTER #507-01 042-040-025 05-2964 ANDREASEN, DANNY 761 CARPERS CT, CHICO CONT: OWNER CA2PORT 042-04-0-025 99-2380 B ANDREASON, Danny hb 760 Carpers Court, Chico / N (fire sprinklers)Fox Company/ BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions 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 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.). ❑ 1 am Exempt under Article 3_9fJhe Qus)pegs and Professions Code Date: 1411'3111--2 Owner: WORKERS' COMPENt4T1UN DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: 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. Date: 2 Applicant: IV WARNINAFailu to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. r PERMIT NO. BP052964 Issued Date: 12/13/2005 APN: 042-040-025-000 Site Address: 761 CARPERS CT CHI Map Index: Description: CARPORT (1040) Owner: ANDREASEN DAN & SHAWN 761 CARPERS COURT CHICO, CA 95973 Applicant: ANDREASEN DAN & SHAWN 761 CARPERS COURT CHICO, CA 95973 Contractor: License #: Architect: Engineer: SCHAUB, STEVEN WILLIAM Total Square Ft: 1040 S.F. s Valuation: $16,640.00 Census Code: CONSTRUCTION LENDING AGENCY This permit i,4,11er I hereby affirm that there is a construction lending agency for the Resolutio to do performance of the work for which this permit is issued (Sec 3097 Civ.) Address: provisions of the Butte County Code and/or fees have been paid. ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section"! 9827.5 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 dokL cument of Butte Count hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection pu�po Print Name: 9V Signature: Date: ❑ Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 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*" PERMIT NO. BP 0 59-016 BIN 4 APPLICANT NAME " CONTRACTOR Name Address ' City Phone Fax State Zip Phone Type Const. Fax E-mail Page Lot # Lic. # Class APPLICANT NAME " Name ' Address City State Tip Phone Fax E-mail _L_4P_RLICANT SIGNATURE mi BIN! 11 1 For offic se nly: Zoning Flood Zone SRA Yes nNo Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: n%rC0 Cn0 CIIRItA1TTA1 0Gf1111RFM1=NT_q 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 ofWork: "x ° r 1040 Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF kj gftICATION 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. r �_ �2 Received by: ,b . Amount: `� 314.1q_ J Bldg Receipt #:yq 0�7 Ll Date -10` 2Y 05) SRA Sheriff 1 o Mb SMIP Pal cl i n -Ful I Other 3S G_ G {� _ Total SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed, by the engineer. Mobile, Manufactured, or Modular homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed. by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION ...�..... ....... ... ...ui. r'.nu oio»_n __ic•...o__s_ .__ o_ ., o..ao P"F 1F;_Fld 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 SKEET OWNER: A n A r -e istri ASSESSOR PARCEL NUMBER r'A l l /` Proposed Building Use: ar `VI' { Permit Technician: Date: Itedns required in ordgr-to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. --W 1. Site plan or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 o�4 sets, signed by the preparer of the plans. T7�P�1 3. Engineered plans, 4 sets, with wet signature on plans ANIA ets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! Cl 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. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other NK --TN items needed to issue the permit. (May require additional plan review upon receipt of the following items.) lK=N 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, 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 ........................................... ❑ , 18. Erosion Control Plan Required........................................................................ `C 19. Fees as shown on the attached Schedule of Fees Due Sheet..... Ph) d.-)rJAI I..... ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. 22. California Department of Forestry plan approval ❑ paid. Sent by: ............ W< 23. Planning approval for (A) Use: __-{B) Parking: -(C) Parcel Check: ............ ;-T rig/ orr- ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ _ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... `V I.N 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 .......................................... 2N 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction..........................................................::.............................. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration.or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone 5345 • gin' lq (69 OM)OW and hold for pickup. I have been i Applicant: _ 1. Index permit 2. Additional it( Contractor, de: Contractor, de: 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: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 E.H. USE ONLY Plot Tian Attached Roav,P%n Attached Sant to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance D�tVIri Yin C�erj on -76/ (24iprr3 DLJ Owner Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private Well Clearance for dwelling. Other ZG ° x 40 1 Cit✓ Por t Hold final for: Final clearance O.K. for: NOTE: Environmental Health 8/96 &V /10 � ill / � • Z 3 •o� Date Department C c) u n t Michael Crump, Director Of Public Works o f B u t t e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP)'Acknowledgement jLESS THAN 1 ACR Project Description: Project Location andlor Parcel Number: fi�/Z1� By signing below, L the project ownerlowner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when 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: Z�S � 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 [' ] 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: 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: NAME: 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: PROPERTY OWNER: I17111M 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. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION : BUILDING ` GIS `' PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your naive 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 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 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 contributions. 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 are 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. 12/01/2005 02:46 4809461909 SE CONSULTANTS INC PAGE 01 JORELEASE INSTRUCTIONS: (PL ASE ]KEEP THESE IN THEIR JOB FOLDERS FOR REFERENCE) To: Pick Up? YES El NO l`s Call Them to Fick Up? YES 0 NO ❑ Already Called O COD? YES U NO O See Acctg 13 Amount: S _ Date:. ' (1-30-05 Job Number: ITEMS: # of Copies: Calcs /,Origs. / Bond/ / Letters/ Redlines/ 11x17 dwgs What State? CA_ Who's Seal? CD NK ❑ SWS 1000 Stamp:.Non Responsible L3 Valid Only When Wet Sealed eNot For ConstTuction � On Mail ]Lis ? YES NO Mailed Via: Courier ® Overnight ® Regular Mail Priority Mail C] Tbeir acct : UPS FEDEK DHL: C®M N' ��. �3g • � 0 �®) � f Yep' 5;.t,70. 5.3 6. Z "rO Release: printed Name: Rate: 14ow was ipicked up? Courier ® Customer 0 Mail ❑ Office Us e Only: Release Initials: Sandy U Sarah 0 Connie U Other O initials 12/01/2005 02:46 4809461909 SE CONSULTANTS INC S.E. CONS 1LTANi$9 Inca Structural Engfneerfng Consultants November 30,2005 DEVELOF MENT SERVICES, BUTTE COUNTY BUILDING PERMLTS 7 COUNTY CENTER DRIVE OROVILL CA'95695 , Attention: PhOo Hunt Job Number: Butte County Canopy (2474-05) PAGE 02 0'1�� 1"1111(t5a0l j Butte County I S ex pS V tilt•✓ Chico, CA W iia M A 0E ? l S P P�� P I Pr Rr �i2 This letter isn response to the request o modify the dra.win. s r a Wind Load of 70 miles per hour (m.ph), Ex osure to a re se ind Load of 75 mp Exposure "B": This is acceptable a4 should Tot have a negative effec on the integrity of the structure. Please fee free to ontact S.E. Consultants if you would like to discuss any of the above infonnation. �>r� t��i�rJ �� 7oM�I����ooSu►2� e Sincerely, YLlr L_D A MOae 1'�Sa-R-VA--rlVt 0 GICSN � S.E. Con ]tants, Inc. Of SSlp,y q� LIgM r CU NO. 81570 warn m EXP. 06.30-07 CK Steven Schaub, P.E. OF CA��� �Aq'�:a..rsw Vice Pre idenl DEC 0 1 2005 'Pta"D'-Sca s �. Le � -rz) S i� /4,�vsc Cz�,AA AeN is -PL e7.kSi✓ CA -L, - ( YOU OA -Ve 1pi-� IIo fAUK7 5800 East Thomas Road, Suite 104 • Scottsdale, AZ 65251 Phone: (480) 945-2010 9 Fax: (480) 946-1909 4 , S.E. CONSULTANTS, Inc. Structural Engineering Consultants November 30, 2005 " DEVELOPMENT SERVICES, BUTTE COUNTY BUILDING PERMITS 7 COUNTY CENTER DRIVE OROVILLE, CA 95695 Attention: Philo Hunt Job Number: Butte County Canopy (2474-05) Butte County Chico, CA This letter is in response to the request to modify the drawings from a Wind Load of 70 miles per hour (mph), Exposure "C" to a revised Wind Load of 75 mph, Exposure `B". This is acceptable and should not have a negative effect on the integrity of the structure. Please feel free to contact S.E. Consultants if you would -like to discuss any of the above information. Sincerely, S.E-. Consultants, Inc. LIAUj lF rn NO. 61570 oco rn EXP. 06-30-07 s�q CML Q��P Steven W. Schaub, P.E. OF CA��� Vice President���`�� • OEC 0 1 2005 5800 East Thomas Road, Suite 104 - Scottsdale, AZ 85251 Phone: (480) 946-2010 • Fax: (480) 946-1909 S.E. CONSULTANTS, Inc. Structural Engineering Consultants December 1, 2005 DEVELOPMENT SERVICES, BUTTE COUNTY BUILDING PERMITS 7 COUNTY CENTER DRIVE OROVILLE, CA 95695 Attention: Philo Hunt Job Number: Butte County Canopy (2474-05) Butte County Chico, CA. Based on the geography of the site, the Wind Load velocity of 70 miles per hour (mph), Exposure "C" that was originally design in the calculations booklet has been revised to a Wind Load velocity of 75 mph, Exposure `B". This.is acceptable and will not have a negative effect on the integrity of the structure. As a further note,. the Wind Load velocity of 70 mph, Exposure "C" is more conservative, please see attached calculation sheets. Please feel free to contact S.E. Consultants if you would like to discuss -any of the above information. Sincerely, S.E. Consultants,' Inc. J Steven W. Schaub, P.E. Vice President DEC D 2 M 5800 East Thomas Road, Suite 104'- Scottsdale, AZ 85251 Phone: (480) 946-2010 - Fax: (480) 946-1909 - ROOF LOADS Dead Load = 1.0 psf. (Roof Panel) Collateral Load = 3.0 psf. Live Load = 20.0 psf.- (reducible) Total Load = 24.0 psf. WIND FORCE ANALYSIS PER 1997 UNIFORM BUILDING CODE p=CeCggsI p = Design Wind pressure (psf) Ce = Coefficient per Table 16-G Cq = Coefficient per Table 16-H qs = Wind stagnation pressure per Table 16-F I = 1:00, Importance factor per Table 16-K TABLE 16-G Coefficient Ce II TABLE 16-F Wind Stagnation 11 II Pressure qs II eight above average II Basic 1 II level of adjoining I Exposure 1 Exposure 1 Exposure II Wind Speed I Pressure 11 ground, in feet 1 B 1 C 1 D II (mph) I (psf) II 0-15 1 0.621 . 1.06 1 1.3911 + 701 12.611 16-20 1 0.671 1.131 1.4511 751 14.411 21-25 1 0.721 1.191 1.5.11 801 16.411 26-30 1 0.76 1 1.231 1.5411 851 18.5 11 31-40 1 0.841 1.31 1 1.6211 901 20.8 II WIND LOADS 11 951 23.2 11 11 1001 25.611 Basic Wind Speed (Table 16-F) = 75 mph Exposure (Table 16-G) = B Mean Roof height = 8.50 feet Ce based on Mean Roof Height = 0.62 Wind Stagnation Pressure qs = 14.4 psf NOTE: BY DEFINITION OF SECTION 1616, THE STRUCTURE IS AN UNENCLOSED STRUCTURE AND ACCORDINGLY, THE Cq PRESSURE COEFFICIENTS OF TABLE 16-H ARE BASED ON AN UNENCLOSED STRUCTURE. Roof Decking: Cq = 1.3, Roof Element, Slope < 7:12 p = Ce Cq qs I = 0.62 x 1.3 x 14.4 x 1 = - -- ----------- ---------- 11.61 psf, Outward Purlins & Rafters: Cq = 1.3 - 0.3 = 1.0, Footnote 2 ,p = Ce-Cq qs l = „ 0.62 x 1 x 14A x 1 = 8.93 •osf, Outward- Lateral at Vertical Surface at Roof Level: Cq = 1.3 p = Ce Cq qs l = 0.62 x 1.3 x 14.4 x 1 = 11.61 psf, On Vertical Projected Area SEISMIC LOADS Zone = 4 Z = 0.4 ROOFLOADS Dead Load = 1.0 psf. (Roof Panel) Collateral Load = 3.0 psf. Live Load = 20.0 psf. (reducible) Total Load = 24.0 psf. WIND FORCE ANALYSIS PER 1997 UNIFORM BUILDING CODE p=CeCggsI p = Design Wind pressure (psf) Ce = Coefficient per Table 16-G Cq = Coefficient per Table 16-H qs = Wind stagnation pressure per Table 16-F I = 1.00, Importance factor per Table 16-K TABLE 16-G Coefficient Ce I1 TABLE 16-F Wind Stagnation II II Pressure qs 11 eight above average I1 Basic I II level of adjoining I Exposure I Exposure I Exposure 11 Wind Speed I Pressure_ _ II ground, in feet I B I C I D II (mph) I (psf) II 0-15 1 0.621 1.061 1.3911 701 12.6 11 16-20 1 0.671 1.131 1.4511 751 14.411 21-25 1 0.721 1.191 1.511 801 16.411 26-30 1 0.76 1 1.231 1.5411 851 18.5 11 31-40 1 0.841 1.31 1 1.6211 901 20.8 11 WIND LOADS 11 951 23.211 11 1001 25.6 II Basic Wind Speed (Table 16-F) = 70 mph Exposure (Table 16-G) = C Mean Roof height = 8.50 feet Ce based on Mean Roof Height = 1.06 Wind Stagnation Pressure qs = 12.6 psf NOTE: BY DEFINITION OF SECTION 1616, THE STRUCTURE IS AN UNENCLOSED STRUCTURE AND ACCORDINGLY, THE Cq PRESSURE COEFFICIENTS OF TABLE 16-H ARE BASED ON AN UNENCLOSED STRUCTURE. Roof Decking: Cq = 1.3, Roof Element, Slope < 7:12 p = Ce Cq qs I = 1.06 x 1.3 x 12.6 x 1 = 17.36 psf, Outward Purlins & Rafters: Cq = 1.3 - 0.3 = 1.0, Footnote 2 p = Ce Cq ys I = 1.065 x 1 x 12.6 x 1 = 13.36 psf, Outward Lateral at Vertical Surface at Roof Level: Cq = 1.3 p = Ce Cq.gs I = 1.06 x 1.3 x 12.6 x 1 = 17.36 psf, On Vertical Projected Area SEISMIC LOADS Zone = 4 Z = 0.4 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538- 541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT d3 " 1., bq ASSESSOR PARCEL NUMBER 042-040-025 ZONING sr -1 BUILDING PERMIT OWNER ANDEREASEN DANNY TELEPHONE 342-3335 SO. FT, OCC. BUILDING VALUATION .OWNER'S MAILING ADDRESS C_-, - 761 CARP est. 25$000.00 CONTRACTOR'S NAME ADONIS DOOLS TELEPHONE 891-1197 CONTRACTORS MAILING ADDRESS 12 PHEASANT CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 25 000.0(7 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee - $ 252.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ 13.00 BUILDING ADDRESS 6. Energy Plan Checking Fee $ $ PERMIT FEE $ 295.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other POOL 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: ivIAS'I E 507-01 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G W 920.00 PERMIT FEE S 35.00 FLOOD:X9 03200 ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service 200A 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 1 force aDd effect.POWER License Class — Lic. No. �� �— OWNER -BUILDER CLARATION 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. workers' co � nce, crier and policy number are: Carrier .B.L � Policy Number g�cLyo2 �— L�� (The above sections need not be completed ff 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' co satio of section 3700 of the Labor Code, I shall fo with os ions. _ Date—�� i ature 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. ( a ACC. BMS. 3.50,. NEW CONS MULTI.OUTLET NOWRESID. 97.50 APPARATUS a SINGLE OUTLET CIR. 00 Ex. Occup. OUTLET OR FIXTURES aA� @':w LNS Ex. Occup. GurLEtDrsAPREES6.cEA. 5.00 Temporary Service 23.00 Mobile Home Facilites 20.00 Misc. Wiring 23.00 POOL ELEC. 30.00 PERMIT FEE $ 50,00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee s Energy Inspection Fee Is Occ CONST. TYPE TOTAL FEE $ 380,!00 HAZ. ___ D. FEES IM� ___ FL�¢o x cDF PAR pp su This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work en paid. �� D� D e oL Date Receipt No. FP oo WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPA'HTMENT OF DEVELOPMENT SERVICES BUIL IN G DIVISION 7 County Center Drive * Oroville, California 95965 - Telephone (530 38-7541 PERMIT NO APPLICATIONAND PERMIT oe BUILDING PERMIT A, -j dX e- /fs e,-� 3V 2 - 33 3 F" OCC. BUILDING VALUATION 2 6 AD '7 PA=Rls Nuc gel/ - 119 C/-// Fireplace -Tr----T5-3 LENDER'S MAnM ADDRESS Total Valuation ro AA=KffEcy OR EHMMM UCAE►GE NO. Firma Fee S 2D.00 Permit Fee AACWTECTIOR ENOMEMS MVLM ADDRESS Plan Checking Fee S Z3 BULDNO ADDPW .9 lb Energy Plan Checking Fee S C L PERMIT FEE 2:5 LJDT MD. SUMMMS MUAE ---------- PQMMAP PLUMBING PERMITFiling Fee 20.00 USEOFSTRUCTURE SF 0 Duplex 0 Moblishome, 0- Other 4� cPECPv Solar or heat pump water heater 23.00 Water piping I S. DO Each as water heater or vent 15.00, TYPE OF WORK t,IL-w [3 Addition c3 Remodei [3 Lzmes 13 Installellion, 0 Other 13 Describe Work- AFAO--61- So -2 1 Gas piping systarri 1 - S outlets I5.00 Building sewer I S.OD Mobile Home I S I G I W 920.00 PERMIT FEE ELECTRICAL PERMIT Filing Fee 20.DO LES Main Service ona P= 23.DD Main Service MkTOIDWA 46.DD C) ��►1ij SIR A S�Y- -bgMECHANICAL O 44Kty- 4 T =Z-ed takvm A -b 6C--,?"+ A kmw COMY: DWELLM OR ADUNS.A AOC. lZgr 3.5tsFaf.' rttw V-07,151. NO"ESCL @7.50, 1. Ex. 0=:up. ournst OR FK2D @ = TMB BAL. Q .50 FUFO®AMNS. OR 5.OD Ex. O=p..D VMM MES.) EX I Oj Temporary Service 23.001 Mobile Home Facilities 20.00j Misc. Wring 23.00 PERMIT FEE PERMIT FifingFee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEtE S Mobile Home Installation Fee Energy Inspection as Dec CONST. TYPE TO AL FEE $ -Z. I D. FEES R.00DI fF 6AA 0. EVA This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (dale) COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 Jn� PERMIT APPLICATION DATA SHEET [� OWNER:yevj-,� j5Ao-wn) A,4d Re—A A� SSOR PARCEL NUMBER / Z ^ Proposed Building Use: OP�_.>/ Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. (Op-. . Plot plans, 3 or 4 sets, signedAy the preparer of the plans. Q, 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 4 3!! Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 044- Engineered truss details and layouts in duplicate. No faxes! VO'fnergy compliance design and supporting documentation in duplicate. A%6!1Clanufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duulicate. VVIMetal buildings:,(A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. ;..3 Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ;.... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... A ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... . Statement of Intent for Non -heated and A/C Buildings ............................................. Sanitation and plot plan approval from the Environmental Health Department in eL/ I cy 7. City of Chico Plumbing permit..................................................I ...................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent_ by: ...................... ❑ 19. Planning approval for (A) Use: Go 1-4, (B)Parking: . (C) Parcel Check: Li 0 ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone qn- and hold for pickup. I have been informed of the aboveems and re uirements for obtaining a building permit. Applicant: Date: �� Q 1. Index permit application for theove tems numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was ad ' ed c he above data by •O phone, ❑mail, ❑counter, by Date: _ Contractor, designer, owner, was a vised of the above data by ❑ phone, ❑ mail, ❑ ;counter by Date: Plans reviewed by: Date: Plans approved by: Date: ri X& 1,0 Structural reviewed by: Date: s Structural approved by: Date: Note transfer by: Date: Yellow: Buildine Division E.H. USE C81LY 'Plot Ren Attechad Floor Ren A ha Sent to 6.0.6. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance /9i� ��¢ a s�•� to JCom- S G4l — 6 gd--� Owner Location AP# Plan Approved for: Sewage Disposal Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: 9, 44, Environmental Health Specialist 8/96 Water Supply: Public Private Well X Date '°,042-040-025 01-0045 ANDEREASEN, SHAWN . 761 CARDERS CT., CHICO CA CONST: WOOD HEAT & SPA GAS STOVE (FREE'STANDWG) . r 27��� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541�1v� PERMIT NO. (Rev. 12/96) AP P LI CATION AND PERMIT '-`W'�J'`i� ASSESSOR PARCEL NUMBER 042-040-025 ZONING BUILDING PERMIT &% OWNER DAN & SnAWN ANDREASEN TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 761 CARPERS Cr., CHICO 95973 CONTRACTOR'S NAME WOOD HEAT & SPA TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 761`� S `j. ARPER, CHI T Energy Plan Checking Fee $ $ PERMIT FEE S LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GAS STOVE (FREE STANDINGQ Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 li PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 a OOOV OR LES: Main Service zo.A OR LE 23.00 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 rce and effect.—] 3 License Class Lic. NO. / 7 7I V 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. 10,"I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier -5 tel C Policy Number?yl �+ `1 Ly n T Co c.�6 c+ ``) 't (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'� �`ri^' Date //�/. Signature of Applicant - ❑rOwner ❑ Contractor ,G'Agent-' An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service sow To L000A 46.00so NEW CONST. DWELLINGOCCUP. SO OR ADONS. ( e ACC. BLns. 3.50FT; NNON.R61D. MULTI.OUTLET 97,50 POWER APPARATus a SINGLE OUTLET CTR. 20 TL EX. Occup. OUTLET OR FIXTURES SAL O I. 0 Ex. Occup. ourLEEDTSA Ae��ss�D.oERa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 t_ PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating 1 5.00 15.00 Cooling Hood 6.50 Ventilation PERMIT FEt $ 35.00 Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have .,� jJ� By . A R r r✓ PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. J144U4 .`piJ,UU WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT C_O"NTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. '(Rev:12/96) APPLICATION AND PERMIT 01-0045 ASSESSOR PARCEL NUMBER 042-040-025 ZONING BUILDING PERMIT OWNER DAN & SHAWN ANDREASEN TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 761 CARPERS CT., CHICO 95973 CONTRACTOR'S NAME WOOD HEAT & SPA TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 761 CARPERS CT., CHICO Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ GAS STOVE Describe work: (FREE STANDING) Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service noon OR iso 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 rce and effect. 3�/ �/ 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. Arl have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis Issued. 'My workers' compensation InsuranS9 car4ier and policy number are: Carrier 5 fig? e t'vn C Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OOCUP. OR ADONS. ( 8 ACC. BMS.3.5¢Ft. SO NEW CONST. MULTI.OIlTLET NON-RESID. 97.50 PONGLE OUTLET CIR.WER APPARATUS 8 SI Ex. Occup. OUTItT OR FDRURES 20"o 1.00 114L @ •50 Ex. Occup. DUTIETS p� D,DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating 1 15.00 15.00 Cooling Hood 6.50 Ventilation PERMIT FEt $ 35.00 Policy Number -:5/6- 7 (art /TGc-w-Ge 11 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) E31 certify that in the performance of the work for which this permit is issued, I shall not employ any person 1n any manner so as to become subject to workers' compensation laws of California, and agree that 0 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwi ply with those p visions. X Date/ Signalure of APPIiodnt - Owner ❑ Contractor 9ant 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 $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 35.00 HAZ D FEES IMP I FLOOD I ODF PARCEL PD I HD I ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. / n By Date�(� / PERMIT EXPIRES ON 14—, O %_ ate Receipt No. 314404 / $35.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ' • , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT - o!",o o� ''" -' �.�(� . 6¢� ...— �' ' 20"M BUILDING PERMIT FaaO11PA110ElTRJ100 T�101aSO. FT. OCC. BUILDING VALUATION En� ooMTRAc,Oa� wawa ADOIe» /�n �/� r c�7L�i lily CONSWAOM MUMIA Fireplace UMOors MARM ADORDS Total Valuation b A CTOR04011MIMIR UCEIA➢E"a Flip Fee S 20.00 Permit Fee b ARCmffM oR V*MURs wuMo ADDAW Plan Checking Fee b OULDMAD0RM /7/„ l OEPOS l w l.l'1 z -I ` Energy Plan Checking Fee b b _ PERMIT FEE IDT 110. tUeOIVIaIONS NAaE ' PARCEL WAP PLUMBING PERMIT Feng Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF X Duplex O Mobilehome O Other Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New O Addition O Remodel O Utl6tles O InsWatlon O Other O Describe Work: (/ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISIGIWI @20.00 PERMIT FEE _ 3�ei i 1 6v I !� A ELECTRICAL PERMIT Fee 20.00 LESFlip Main Service =OOR.", 23.00 *PERMIT FEE PAID $ Y,) SRA - - $ SHERIFF $ OTHER $ $ $ i AMOUNT RECEIVED $ 1�14404 *RECEIPT NUMBERLL * TO BE PUT INTO COMPUTER Main Service 20" To IOWA 46.00 NEW cOMT. DWELL" OCCUR 3.5C OR &D9.ADOMS. a ACC. Ds. MO WRE91°.Mw rum 1. MUL BRAWN CIRCUrni@7.50 POWER APPARAnA a MW OUTLET CR. 00 Ex. Occup. Oun[r OR MURES ew a .36 FIXED APPI.M. OR Ex. Occup. OUnEft FS.°. E& 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling "OOd 6.50 Ventilation PERMIT FEL: S Mobile Home Installation Fee b Energy Inspection Fee b occ CONST. TTP! TOTAL FEES ' '«L °• fEEs Urr FMD I COf I PARCEL PO "° asLq This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON n NOTES RESIDENTIAL PERMIT NO. 042-0-40-025 00-0590 ANDREASON, Danny &'Shawn 761 Carpers Ct, Chico Cntr: Cleanrite Add to bdrm Zao�- qq - SPECIAL CONDITIONS CHECKED SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 3 i I JOB FINALED (Date) Signature �� MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s r = OK 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 0 = Not OK Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. - = Not Applicable MOBILE HOMES • = Not Ready Card B-1 Date Card B-1 Date Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements 1. 2. Soils; Special MH Support Sketch 2. 3. Sewer; Location -Test -Fall -C/O -Concrete 3. 4. Water; Location -Test -Easement Needed (Sketch) 4. 5. Electricity; Location-Clearances-Grnd-/ ;Amp -Concrete 5. 6. Gas; Location -Test -Wrap;=/ !" L'ft. 6. Water; MH Test -Regulator -Connector / P Nat. or / /"L"ft./ !'LPG 7. 7. Well Clearance & Disconnect MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 8. Utility Clearance 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Card B-1 Date Card B-1 Date 7. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 9. 1. Zoning Requirements -Setbacks -Easements Roof; Shthg-Roofing 2. Footings; Size -Spacing -Marriage Line 12. 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 11. Light Niche 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Card B-1 Date Card B-1 7. Water and Sewer Connected -C/O to Grade-,iD 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 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- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -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 t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 t .i = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 49. 4. Fig., 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 AI 80. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes ❑ No 81. 31. Service -Riser Conductcrs & 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 Card B-1 Cate Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Exterior Elec. Trim, G.F.I. Receptacle -Underground 35. A.C. Ducts Insulation & Support Ventilation Throughout House 36. Vent Fan, Exhaust above insulation Glass Protection 37. Condensate Drain & Overflow, Size & Grade Corrections from Previous Inspections 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Gas Test -Meters Tagged, Gas -Electric 39. Attic Access & Platform if Furnace in Attic Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors Comments at Final: 41. Walls Studs -Nailing Spaying & 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 s jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -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 & 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-Mech. 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 ❑ Yes 0 No/Walks 0 Yes Q No/Planters O Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ,�,... .. ,-; *,COUNTY OF BUTTE �,:�• ::; ! BUILDING DIVISION • DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. �-ell 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— ,.,U- you have any questions pertaining to this matter, or need additional explanation, please go4tact this office immediately. 1 t/V / L_ C /71 17 C, f, -,-V/ / 77& 0116 c- � G o� G•�/� A; , ivy' l�G Fe* L' Dt i _ ;?l - G0 Inspector G 17 REV 10/92 s:COUNTY OF BUTTE; r, . 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 & ql�-,WZ OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If y have any questions pertaining to this matter, or need additional explanation, please contaqYthis office immediately. Z/ -i USO �lv iG' Date _ REV 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE fI �f -c aS G�c/— aU� -7 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ` /) �D 1-e t % -e v t ,�s�Gl 47 u 5 �4 G < Dyo�/ e7�[ 1�� i ..t. .S 01 ��-s -, �• u 21•-c e— Date Cl Inspector. 1104-s/f& jelF REV 10/12 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 ` 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE' OWNER PERMIT NO. 'R �r A routine inspectio ndicates that the following violations of butte county Ordinances exist at the above address a should be corrected. Please notice this office when correction of work is w completed. If u have any questions pertaining to this matter, or need additional explanation, i please cont t this office immediately. r �% 7= ;•3'' !(ice ✓,ft��.1 c� -, .�� / S M, J. �x r •t? ti �i VP: <D % r� i f i r. } Date Inspector REV xo/92 . a =` r'sLk.,..�ryol�v-wt:�'.'`�^���•"Sa,..-n , y. � ...,.'� .r �4.0�'�. , ,."�'{;-..--��t� t - 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 ;a CORRECTION NOTICE Z"t""4 eee 1wi,1 9-� oo 2 A' OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. .A r S: T N `5 { F " J •y } r4� , y� f ` 1 r J COUNTY OF BUTTE BUILDING DIVISION r DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NO ICE = OWNER a PERMIT NO. A routineinspection cates that the following violations of butte county Ordinances exist at the above auld be corrected. Please notice this office when correction of work is completany questions pertaining to this matter, or,need additional explanation, pl e immediately. �C- Ae,vn, G✓�,.���--✓� r �� L J C/O f.j A, %of //4v -j n,oJta� %i Ao � cGd� �.,�.3 [� ,2► rG /g ,cam `•t L -4 ;y r /.✓ S OJT �1r1,1 ... c./.-�er1 dti r�/►CC y/o- � R 3,j [ o ok r. lice, v4 F2m �r i Date L Inspector REV 10/92 COUNTY OF BUTTE , BUILDING DIVISION " DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. r A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. - 'fa --J «mit/ S e c�i hi�a�ii Date 2 3d Inspector G REV 10/12 i 44 LOERKE INSULATION CO., INC. N� AbAlsej INSULATION CERTIFICATE 761 Carpers Ct.. Chico Number and StreetCity Cosaat�r DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Brand Name Thermal Resistance (R -Value) Batt or Blanket Type_F_ib=Ia_ssJ3-atts Brand Name Johns Manville Thickness (inches) 13" Thermal Resistance (R -Value) R-38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .659 b. Minimum Thickness 16.25" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R-38 3. EXTERIOR WALL Material _Mberglass Batts Thickness (inches) 3.5„ 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 6.5" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) DECLARATION I hereby certify with the current Regulations) as C. L.#499150 Item #s Item #s Brand Name Johns Manville Thermal Resistance (R -Value) R-13 Brand Name Joh is Manville Thermal Resistance (R -Value) R-19 Brand Name Thermal Resistance (R-Va Brand Name Thermal Resistance (R -Value) the above insulation was installed in the building at the above location in conformance S Efficienc Standards for residential buildings (Title 24,Part 6, California Code of ca d on the Certificate of compliance, where applicable. .. i, I/ LOERKE INSULATION CO., INC. re, D OR 2 n �nr�q Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Signature, Date Installing Subcontractor (Co. (Co. amt) Or General Contractor Co. Name) Or Owner Item #s Signature, Date Installing Subcontractor_ (Co. Name Or General Contractor (Co. Mame) Or Owner P1 Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 •Telephone (530) 538-75 No APPLICATION AND PERMIT l f-=�}Nl1,NZONING F UU& �`Sff [[H,AWN BUILDINGPERMIT G��1LVLN�IYJJLL�F ANDREASON TELEPHONE SO. FT' OCC. BUILDING VALUATI N OWNERS MAILING ADDRESS 560 GRAND TETON WAY, CHICO, CA 9597-3 CONTRACTOR'S NAME CLEAN TTE CONST TELEPHONE CONTRACTORS MAILING ADDRESS 1200 WEST EAST AVER. , Q141GO, CA 95973 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER CARY LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENOIN s ILING ADDRESS Plan CheckingFee $ 26.65 GNIGG BUILDING ADDRESS 761 CARPERS Energy Plan Checking Fee $ 21 -nn CT.f $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑%uplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition XX Remodel ❑ Ufil'Ities ❑ Installat;on ❑ Other ❑ Describe Work: 32 SQ IT ADDED TO BEDRM(ORIGINALLY ATTICS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 ile Home I S I G w @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BLDS. SO 3.50,. 1.12 NON.REOSIDT. MULTI.OUTLEr k BRANCH IRCu rrs 97,50 POWER TUs 8 SINGLE OUTLET CR. EX. OCCU OUTLET OR FDTTUREs BAL @' 0 Ex. Occup. OurELErs R� D,o� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 21 , 12 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI= $ olicy Number (The above sections need not be completed it the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws f Californi and agree that if I should become subject to the wor s' co p salon provisi ns of section 3700 of the Labor Code, I shall f wI co it those proveions. X Date t _ natureMAt 0 Contractor ❑ Ag nt An OSHAi dor excavations over 5'0" deep and d molitionorconstruction structuries in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE OTAL FEE $ 1 11.77 HAZ. D. F IMP FLOOD _ CDF PARCEL PD _ HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicat a for hich fees have been By /C.� 1 Da PERMIT EXPIRES ON Date provisions to do work paid. Z1of Z7 Q Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 174 �.UNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIOPO 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ANDREASON ASSESSOR PARCEL NUMBER: 042-040-025 Proposed Building Use: AWL SQ FTG/SF Building Inspector: AAM Date: 03/24/00 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 iiems have been submitted --------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ /. 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! ------------------ 0 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.------------------ ❑ 0. Fees of $ ------------------------------------------------------------------------------------- 1. Impact fees as shown on the attached schedule.--8O1=L-!=y- --Ggjri'C0----------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- Ell 5. ------------------------------------------ ❑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) � 020. Pre -inspection for required Request to Building Inspector„ on (Date) 021. Contractor's license information. (Number, Name Style, Classification). -----------------------==1--------- 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. --------------------------------------- ---------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- E130. -------------- ❑30. Other: ------- you issue the permit, process as follows 8] Mail to owner, C&ail to co actor. Po.n lephone and hold for pickup at I o ce el' with inspector. v �O Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air oll n ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ 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 liy 6 phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Builth Sion counter, by Date: Plans reviewed by: Date: Plans approved by: Date: ?j ' • (,'[� Sets of plans on hold in ❑ Plan Cabinet, o A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. `r�;�1{.'4i�i�;:: r.:�.,_�;7�'r,+�,��:t � yr✓i^+'r+r�'t•7iw,`"✓'�"�'�4-�"�`�L'y'�7^"W"' 1?'{'ti^T r�tk's.2+rin'k �..++—+vn ^v�^—.a>>,�z �..,:.wyri yJ�...r-';r1 .��w. .'i�•••k"cr��?��..+'ar �.r-..` �Felk�.. i BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM .r (One form per Building) School District / /!' U � Building Department No. YY11�LwC A.P. Number V��-V7O" L Jurisdiction: City County Property Owner --u l r,,q d- �j�'►Ct (,eJr1 %�%7U %p t� SP/ri m/oor rians revieweo oy acnooi visinci rersonneii District Identification No., 00 v 16 J� School District certifies that _--/Applic nt) (Street Address) I ;f (City)tc L',{ , (State) (Zip Code) has complied with the r uiremer!! of R '' Iutiori, '�- P � „i l �� ! �. � ' by Payment of $ � representing ✓� square feet. AB ikii $ FULL MITIGATION ' $ School District Representative Date Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.x(s (10/98)dmm X es'' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMfT NC (Rev. 12A6) APPLICATION AND PERMIT wIallo�f p - b 4D - D Z S m"NO BUILDING PERMIT Ta►oraMa SO. FT. C. BUILDING VALUATION _ a- OC3 -------------- OOMTIRJCTIOM tA001 MIK""a ce Daa+mas IWO USEOFSTRUCTURE SF O Duplex O Mobilehome 0 Other IBM" TYPE OF WORK New O Addrton Remodel 0 LWIV" 0 Inskjadon 0 Other 0 Describe Work: • 3Z , jo lf, Fireplace Total Valuation Fling Fee Permit Fee Plan Checking F Energy Plan Ch PLUMI Each Trap Solar or heat Water piping Each gas wal Gas DiDina in Home t i i ting Fee t i PERMIT FEE S PERMIT water heater heater or vent 'm 1 - 5 outlets 20.00 Ung tee 20.00 7.00 23.00 15.00 IS. 0 0 15.00 15.00 @20.00 PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 Main Service o0 on 23.00 Main Service ( awA To imA 1 48.00 Ex. Occup. ountr optinea Fom m e 1.00 ati .w Ex. Occup. Mo AML 9 04 ovnFrs aro. a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S Z 1. 1�G• MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood t1.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee E oc` COMT. TIPE TOTAL FEE $ K4Z 1 0. FEES I n F=O 10 No I a3L4 • This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date �— ReceiptNo. PERMIT EXPIRES ON WHITE•O.O.S.-g, p_ SOR PiNK•INSPECTOR GOIOENR00•APPLICANi ,�.,- March 24, 2000 Danny and Shawn Andreason 560 Grand Teton Way Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 042-040-025 Building Permit Number: 99-2007 The above referenced building plans were reviewed by this od�e ce. ase respond in writing to each comment by creating a response letter. Indicate which ' , specification, or calculation shows the requested information. Your complete and clear r ponse will expedite the re -check and approval of this project. Provide additional informati and/or make revisions to plans, specifications and calculations as follows: 1. Items one, two and three must be reviewed an approved by Gary Hawkins. I ed you to provide a new detail for F/5 using as built mem rs. 2. Item four has been noted and approved. /,,//,o 3. Per item five, enclosed is your schoo fee form for additional square foo ou will have to make a new application for the additio -s u r ootage (32 sq.ft. includes to outside of framed walls). /� - Plan check will continue upon re ipt o of the above -items. Additional items may be required when your plan check is resume If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:0 P.M. and 4:00 P.M., Monday through Fridays. Aincerrth ,4 tney Plans Examiner cc: Bob Metzger Gary Hawkins March 24, 2000 Danny and Shawn Andreason 560 Grand Teton Way Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 042-040-025 Building Permit Number: 99-2007 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Items one, two and three must be reviewed and approved by Gary Hawkins. I will need you to provide a new detail for F/5 using as built members. 2. Item four has been noted and approved. 3. Per item five, enclosed is your school fee form for additional square footage. You will have to make a new application for the additional square footage (32 sq.ft. includes to outside of framed walls). Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner cc: Bob Metzger Gary Hawkins 1 NOTES . t It If 3 64 --✓e(4./ Poo / 04 40. 1- /(�or- 11141 �..,�. S , Z1151" m /vow r c� o! �vp div �r+ 1 RESIDONTIAL 042-040-029 99-2007 PERMIT NO. ANDREASEN, DANNY & SHAWN 761 CARTERS COURT, CHICO CONTR: C11"ANI(1Tl: CONSTRUC=TION NEW SINGLE FAMILY I)WELLWG 8 61,111sll* w 1)6/17Mo �I SPECIAL CONDITIONS �I f+ CHECKED BY SRA =PRINKLERS CERTIFICATE REQ. REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS S1B._STANDARD HOUSIN.G_LETTEP— OFFICE P—OFFICE COPY i n n � Address d/ e5 I 43M 0 � �� � �r GAS }Meter By Date• -- ELECTRIC L Meter By .�/L�i Date � dd 1 i C12 - JOB FINALED (Date) Q Signature ":00000i�� 0 ./ = OK Card B-1 Date Card B-1 0 = Not OK 1. - = NoPApplicable' MOBILE HOMES • = Not Ready , Date MOBILE HOME UTILITIES (Plans) OK except #'s 4. 1. Zoning Requirements -Setbacks -Easements 5. 2. Soils; Special MH Support Sketch 6. 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"tt./ /'LPG 7. Well Clearance 8 Discorinect 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 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 I 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- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing t 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 1 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rfirs-Trusses '4 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels t"Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability ` 3. r Pool Structure; Steel -Connections -Thickness t 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- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche ' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date _lnderfloor (Plans) OK except #'s 2 2 Z g -Setbacks -Easements -Flood -Slope Date Ft ain; Soils-Elec. Grnd.-/ /" Ftg. Depth 49. tg., Garage; Soils-Steel-Ele rnd.-/ r Ftg. Depth 9. 30. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Fig. Depth �1. 1-4 emwalls, Main; Steel-Blockouts-Wrapped 32. 6&01temwalls, Garage; Steel-Blockouts-Wrapped 33. ga. old Downs and Special Anchors %3�Smoke 7. Sla Steel -Wrapped P' rs-Fireplace Ftg.-Steel p. V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test 59. 12. Electric Underground Card B-1 Date 1 . P enums & Ducts; Clearance -Material -Support -Ins. Date Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Card B-1 15. Access & Ventilation 16. Insulation Date // Card B-1 Raj Date Card B-1 Date L C d B-1 ate Card B-1 Date PLUMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle t3 Water P' ; Test & Anchor -Nail Protection 19 ; Test Fittings & Anchor -Nail Protection ((% Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1( Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. ture & Transformer Clearance -Ins. Protection 2 2 I c. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled mex Installed Close to Edge of Studs & C.J. Date quip. Ground made up w/Mech Fasteners- nd Gas & Water 49. 2 Appliance Circuits in Kitchen & Conductor Size GFI 9. 30. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral I] Yes C) No �1. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light %3�Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 49. is Access; Size & Romex Prot ft Stop -Ins. Baffles 3 . )r.C. Ducts Insulation & Support Windows or Exiting Doo - Dimensions 1. nt Fan, Exhaust above insulation 5 r perty Line Firewall & Openings C ndensate Drain & Overflow, Size & Grade xyfSoors-One 3' Check GarageStory, 2 Exits JZ -1 ffi 38/Furnace-vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Nailing Veneer cco Mesh-Dri Screed -Fd. Vents-Underflr. Access Glazing Area- ss Pr tion -Skylights -Plastic 59. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4 . Sits Proper Materials & Anchors 4f/Walls Studs -Nailing Spacing & Braces -Plates -Sound 42 earing ails over Girders & Floor Nailing 4 D Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) r Date I FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 4 ling. Joist-Rffr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 4Q,41repLa96Ties or Type A Flue -Fireplace Thro Clearance 49. is Access; Size & Romex Prot ft Stop -Ins. Baffles a/Arm. Windows or Exiting Doo - Dimensions 1. Ga ge Fire Protection Framing 5 r perty Line Firewall & Openings j 5 xyfSoors-One 3' Check GarageStory, 2 Exits JZ -1 ffi tairs; Width-Headroo isen- anding-Fire Protection --don Roof Overhang -Attic Vents -Rafter Outriggers Nailing Veneer cco Mesh-Dri Screed -Fd. Vents-Underflr. Access Glazing Area- ss Pr tion -Skylights -Plastic 59. Shear Walls Bolts 60. y Prac iter' a Insulation- alts -Ceilings 62. Infiltration -Walls -Windows Date j Card B-1 Date Card B-1 Dat p Card B- r2jb Date Card B-1 Date FINAL (Plans) OK except #'s . Steps -Door & Sidelight Protection -Landings 4t✓— Detector Furnace ts•clearance-Comb, Air -Connector - In rage; Above Floor-Ducts-Mech. Protection her'Bedroom Exiting 67: !.F. I. & Bath Fixtures & Tub Access -Spa I_V_Trim & Subpanel, Breaker Sizes & Labels 69,"S-tairs & Rails ace , learance-Hearth EI . utlets at Wood Panel, Int. & Ext. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7 lec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure 7 .'-Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in G e; Above Floor-Mech. Protection V -4—b, Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romer. Protection 79 n tion -Foam -Looked in Attic Guard ils & Deck Construction -Post Caps n. VBe s & Crawl Hole Door Drainage & Wood -Earth Cle nce Looked under Floor O Yes ng Instld./Drive :J Yes ] No/Walks ] Yes J No/Planters 0 Yes ] No Stucco Brown -Finish 4.it Disconnect, Electrical -Plumbing Vent ove Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, _tElectrical, cElectrical, Plumbing 87. Exterloorr Elec. Ti6, G.F.I. Receptacle-_ deroround 4W- Correctioo from Previous Inspections 91. Gas Meters Tagged, Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval orgy Compliance Certificate -Other Certificates 94. Address Posted Date ✓ � Card B-1 0_,.j Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 Count;: Centdr Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT O. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 042-040-025 ZONINGSR 1 BUILDING PERMIT OWNER ANDREASEN, DANNY &SHAWN TELEPHONE 342-3335 SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 560 GRAND TETAN WAY, CHICO 95973 84 COV 888 U , CONTRACTOR'S NAME CLEANRITE CONSTRUCTION TELEPHONE 891-0333 CONTRACTORS MAILING ADDRESS 1200 WEST EAST AVENUE, CHICO CONSTRUCTION LENDER TRI COUNTIES BANK PHILSBURY BRANCH LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEERD - ZGER/GARY HAWKINS LICENSE NO. C 18693 Filin Fee -00 $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 761 CARPERS COURT CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. 2 SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 3o o TYPE OF WORK New )p Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING Gas piping stem 1 - 5 outlets 15.00 15, Building sewer 1 15.00 15.0 Mobile Home I S I G I W @20.00 PERMIT FEE $ 214.00 ELECTRICAL PERMIT I Filing Feel 20.00 Main Service zo.A OR LESS 23.00 23.00 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 I in full force and effect.POWER License Class Lic. No. AVZ39 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To 200ALICENSED 46.00 NEW CONST. WEE ( OwEDWELLING OCCUCUP. ACC. BUDS. 3.50x" 10. 57 NOR EW CONS MUL NON -REBID. C @7.50 APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. ourLEr OR FDfTUREs 2C I sAL O .so RFIXED Ex. Occup. Our rs � D) E 5.00 'Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 253.57 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurancecarrier and policy number are: Carrier .ST/1 t Policy Number 5�z?3 V� (The above sections need not be complete 'rf the permit is for work of a valuation of one hundred dollars ($100) or less.) 131 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensati n provisions of section 3700 of the Labor Code, I shall fo ith co wi those provisions. X Date 1W %� Signa ure is nt wner ❑ Contractor ❑ Agen An OS� per tis required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 2 15.00 30.0 Cooling 2 15.00 30.0 Hood 1 6.50 6.5 Ventilation 5 4.50 22.5 PERMIT FEE $ 109.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 CONST. TYPE VN TOTAL FEE $ 2 312.90 HA2. ES IMP FLOOD CDP PARC PD H ISS This permit is hereby issued under of the Butte Coun Code and/or indica bove for F ich fees have B PERMIT EXPIRES ON the applicable Resolutions been Dale (D-4 provisions to do work paid. �� Receipt No. 273871/$743.90// WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR LDENROD-APPLICANT ....-....�r��r,...�Y{rr:yn..�.wi.�i4�6../-:(�i.,,,. .�'.aLrr.'. •w ...r.+�,.�vil.i+'bf �sr.i.+�'L�...'1'-."°'.�-'�'"..",.�^•w l.-^�... .� ti� vu -ti ..... . .-� 9UTTE COUNTY SCHOOLS IMPACT F,EE CERTIFICATION FORM I (One form per Building) School District 0Building Department No. A.P..Number (go2'0q0'5 Jurisdiction: City County Property Owner nn U Sh y-\ /1 VV1ZF,#j,f7 Property Location/Address (761 C divas t y Subdivision . /, ! � Lot No. t ( 1 Re iidenbal Development Commercial/Industrial - s`s Building Departmejst Fjepre i+ No of Living Mobile Home +-Addi(igN •Supplemental to Units . Installation Conversion Permit # '(No foundation inspection): New Addit-on y P) runs reviewea Dv scnooi uistnct rersonnel District Ildentfcabon No. C .00DA (05, O—U J� School District certifies that (Street Address) (City) has complied with the requirements of Resolution No. representing 'J//jUntsquare feet. School District Representative Paid by Check # Remarks: k (State) Sq: Footage 3q ! tJ (Group R) i Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) C (Phone Number) r (zip Code) ' , IJ • by payment of $ (O 6. / AB 2926 $ K FULL MITIGATION $ • lI tl Date `�'' • r Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. ti If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is f notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) �.' feeform.xls 110/98)dmm r ' 7 , a BUTTS COUNTY PARRS DEVSIAPkKNT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number(s) o a - 0 tic - 0D. 5 - Property Owner ' )a Qac,, -r, ,ftd� � It(j0,(��JI,E/i% Project Location/Address l b ! ('0_1�,JZ� A-, y Subdivision Lot Number(s) Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: Building' epartment eprbsentative Date lvc%r���c,ir�r,r,r�r��r�r��r�r��rr,t��r������r�x�r,r��r�x��������r�r�r��r��r,ir���r�r�rx***�r ico Area Recreation and Park District(CARD) certifies that -f-W n- \J 4 S�o wn Ar� OR9 �e_ (I k8o) 3423�3�;_ (Applicant Name (Phone Number (Street Address) . (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-1140 by payment for dwelling units @ $1,189 for total payment of $ �A,'J,4414 84 &,f - - CARD Representative 03q$ PAID BY CHECK NO. REMARKS: BANK NO. C1() O or /I a.l 1 �// - 1qr, D to PAID BY CASH _f f RECEIPT NO. Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico.Building Dept. T A I fi park. fee ( form revised 11/90) COUN'rjl Oi;BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7tbiunty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541�`,_ PERRJMIT NO. APPLICATION AND PERMIT 7 i AS,a?' JR-PARCELNUMM0 2_ 09 d - OZS ZON"s _ BUILDING PERMIT OWNER �� 90� 7 S aw/v xr TL°LEP1gN! SO OCC. BUILDING VALUATION _ It 44 OWNERS MALI OREsB 4 1 / D P6t .:D - CONTPACTOR'9 NAME 7EliDF10NE COUCONTRACTORS • OO MAJUN0 ORESS I CONSTRUCTION LENDER /t -STI V Lf ?-Z Fireplace LENDER's MINUNG ADORESS Total Valuation S O $• ARCHITECT OR ENOINEER LICENSE NO. C 186 Filing Fee S 20.00 Permit Fee b - ARCHTECT OR ENGINEERS MA00 ADDAW Plan Checking Fee 3 S - SUILOWGADDRESS / p� r Energy Plan Checking Fee $ $ p.3 PERMIT FEE $ LOT NO. SUBDNBIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTAUCTURE SF O Duplex O Mobilehome O Other aPECIFr Each Tr ` 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 , Each gas water heater or vent 15.00AD TYPE OF WORK Newxj Addition ❑ Remodel O Utilities ❑r�Insttalllaation ❑ Other O I Describe Work: -L_� t1— / J , ,�j p�� �_ Gas piping system t - 5 outlets 15.00 yi Building sewer 15.00 Mobile Home I S I G I W @20.00 I O PERMIT FEE , ELECTRICAL PERMIT Filing Fee 20.00 Main Service oowA GORR LEss 23.00 - - - — - — -- . �� r� 76, i ' 06Hood Main Service 200A TO IN>DOA 46.00 Z%0• NEW CONST. OWO1R1Ti OCCUP. : OR AOONS. 3.SQ ( i ACC. 8LD9. NEW CONST MUlT40UTUT NON•RESID. @7.50 PSWOLP OLfLET OWER APPARATUS 6 C0. Ex. Occup. ounE-r OR FD=REs N0 ® '.000 Ex. Occup. vn��P�,Es D °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 _ Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating r Cooling X 4W0,,1.67 6.50KIZU Ventilation PERMIT FEE Mobile Home Installation Fee $ Energy Inspection Fee b CONST. TYPE TOTAL FEE $ NA2. �. IMP 0 COfARC POE KD a'738�7� �7�3n4c�� This permit is hereby issued under the ap'pl aEile provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date _ UNTY OF BUTTU - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i 7 C&JNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL ER: Proposed Building Use: Building Inspector: li Date: At time of permit application, I was advised the following data must be submitted prior to per processing and/or issuance: Date Received By ❑ 1 items have been submitted.------------------------------------------------------------------------------------- Plot plans, &A sets, signed by the preparer of plans: ------------------------------------------------------------ Complete plans, 3� 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! — ; VW Energy Design Compliance and supporting documentation. ------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form- ------------------------------------------------------------------------------------------ Manufactured Home data and installation instructions including Tie Down Specifications .------------------ 10Fees of $ --1 s� _!__ --------------- --- 1. Impact fees as shown on the attached schedule. -- --- ---- -- -� ----- ❑ 12. California Department of Forestry plan approval/fees. -=---------- ❑ 1 .Flood elevation certificate. ----------------. --------------------------• 14. Sanitation and plot plan approval Health Department. 01 5 . 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: -------------------------- Contact Land Development about . Improvements, ElDrainage, ad Legal Parcel. ----------------------- 9. Encroachment Permit for driveway (construction approval prior to occupancy). AWIF-- ----- 1120. Pre -inspection for required. Request to Building Inspector on 1. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ kjkP522. Workers' Compensation carrier and policy number. ------------------------------------------- '----------------- ❑23.Owner-Budder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- []I)&. ------------------------------------ ❑ . Letter of signature authorization. -------- --------------------- 5. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. ----------------------,--------- ❑27. Manufactured Home utility clearance. ------------------------- 028. Existing violations and/or expired permits. -------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D 1130. Other: 9'_azz c� (Date) When you issue the permit, rocess follows ❑ Mail to owner,6610, ailtjo contractor. " ElTelephone 2'3 and hold for pickup at office. ❑ Jpeliver with inspector. PLOVUL � Applicant:AJV7 Date: v a fCopy of Haz-Mat?11sent�QaUeA�2�, ❑ Fire Department, ❑ Air 1 ti Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: •%Y 1. Index permit application for the above items numbered: { I ❑ 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 as *is d of the above r uired data b ❑ phone, ❑ mail, ❑ Building Divis: n counter, by Date: Plans reviewed by: �� Date: • :;Z7 •'? Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet; ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. c i J4= a 1 ` E.H. U�E ONLY Ic Plot Plan Attached a r Floor Plan A cl e 1 Sent to B. / TO: Building Department FROM: Environmental Health �O SUBJECT: Sanitation Clearance 1 ) Pd tiawh. ti d�P�S oL�. Z Cir rS Q/f� _ p !{p - f�S" Owner Loca on AP## Plan Approved for: Sewage Disposal Water Supply: Public Private Well Z� Clearance for !'dwelling. Other Hold final for: Final clearance O.K NOTE: for: Environmental Health S 8/96 f/,240 1?37 .ci ist Date . . - m„ I - - ",A- .,4- A COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE A QJ_o V� 1. BUILDING PERMIT FEES Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ P. # C -JT 2� DATE_ t RECEIPT # DATE REC -- Revised Plan Checking Fee ....... $ C 2. SCHOOL DISTRICT FEES (paid at Distrj�c�tQffiqe L A 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sol.ft.). x $0.03 = $ J Sq.Ft. �✓ 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x C) IJ Amt. #Uj Flts7— Gf Commercial (sq.ft:) . x =$ Sq.Ft. Amt. \P1 V 5. RECREATION DISTRICT FEES (paid at Diskriq Office) 6. THERMAL-ITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK, / /C! �� $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200..00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10..OTHER N At time of permit application, I was advised the above fees are` required to', be paid prior to issuance of the building "permit. These fees may be changed during the plan checking process. ti APPLICANT DATE Pursuant to GovernAXo Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your' project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) I NOTES RESIDENTIAL i PERM .,,042-04-0-025 99-2380 B • ANDREASON, Danny 760 Car pers Court, Chico (fire.,sprinklers)Fox Company i j - 1 r ; a t , a 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER t t 1 JOB FINALED (Date) Z1 Signature CHECKED BY V=OK 0 = Not OK = Notbpplicable MOBILE HOMES • = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG MISCELLANEOUS Date 7. Well Clearance & Discorinect 1. 8. Utility Clearance 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails i Date Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing Card B-1 Date Card B-1 Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s f 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line } 3. Gas; MH Test -Demand -Valve -Connector } 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -RD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cent. r Date 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date 4. Card B-1 Date Card B-1 Date 5. 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 i 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors f 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-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 r Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater ' 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (: Date Underfloor (Plans) OK except #'s 2. oning-Setbacks-Easements-Flood-Slope tg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth g., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth 5 6. Porches & Decks; Soils -Steel-/ /" Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped temwalls, Garage; Steel-Blockouts-Wrapped qi�Hold Downs and Special Anchors 7. Slab, Steel -Wrapped D.W.V.; Test Fittings & Anchor -Nail Protection Piers -Fireplace Ftg.-Steel 20. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 1 S142F, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 1 Water Pipe; Test -Anchors -Regulator -Service Test 121 Electric Underground 1 Plenums & Ducts; Clearance -Material -Support -Ins. 14 )Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 1 Access & Ventilation 16. Insulation Date �1J 46. Card B-1 Date Card B-1 Date Date I 47. Card B-1 0641 Date Card B-1 PTU ING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Date 55. Card B-1 Date Card B-1 Date 56. Card B-1 Date Card B-1 Date 57. 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 Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Date 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral C) Yes ❑ No Date 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 66. Bedroom Exiting Date 67. Card B-1 Date Card B-1 Date 68. Card B-1 Date Card B-1 Date 69. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Date 77. Card B-1 Cate Card B-1 Date 78. Card B-1 Cate Card B-1 Date 79. FRAMING (Permit) 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 & Bearina Dingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. I of iltration-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-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. 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-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive ] Yes ] No/Walks,:) Yes ❑ No/Planters J Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: v.. N i,, (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ERMIT�v0. APPLICATION AND PERMIT 9 9-,:: 3 �'d ASSESSOR PARCEL NUMBER 042-040-025 ZONING SR 1 BUILDING PERMIT OWNER DANNYN al1 reasoh TELEPHONE SO, Fr, OCC. BUILDING VALUATION 3418 @ 1.60 5,468.80 OWNER'S "AILING ADDRESS 560 GRAND TETON WAY, CHICO 95973 CONTRACTOR'S NAME FOX COMPANY T 5T3NE2730 CONTRACTORS MAIuNG ADDRE�995 OLIVE HWY. , OROVILLE 95966 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 5 468.80 ARCHITECT OR ENGINEER LICENSE NO. —FilingFee $ 20.00 Permit Fee $ 81 • 00 81.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan- Checkin Fee $ 52.65 BUILDING ADDRESS 760 CARPERS COURT, CHICO Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDNLSIONS NAME - PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF [X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: FIRE SPRINKLERS FOR BP# 99-2007 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo.AORLESS 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 L'- /rte Lic. No. %30,<36 �'— OWNER -BUILDER DECLARATION 1 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 R000A 46.00 NEW CONST. DWEWNG OCS. OR ADDNS. ( 8 ACC. BLDS. SO 3.5¢ T. NO"ON.poSID. MULTI -OUTLET @7,50 POWER APPARATUS aSINGLE oUfLET CIR. OUTLET OR FIXTURES Ex. Occup.BAL 20 Q IAO @ .w Ex. Occup. Aa oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. A, I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number dt7 U�t/ /�Z3 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'HAZ. compensation laws of California, and agree that f I should become subject to the worker ' compensation pr ' ions of section 3700 of the Labor Code, I shall forthwitcomply with tho visi S. �� X r Date 16,602 Signature of Applica - e 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 $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 3.65 D �� FLOOD CDF PARC Po HD ISS This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. at ate Receipt No.280437/$15365 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR oGOLDENROD-APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NC (Rev. 12/96) APPLICATION AND PERMIT ASSESSORPARMNUMMO ` G v�S.-- zomm BUILDING PERMIT OWN"N 5 O N T�1DNE SO. FT. OCC. BUILDING VALUATION Ex. Occup. OUTLET OR FIXTURES WL 0 I.00 BRI. .SO Im 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 cONTRACTOR7 NAME �' 23.00 EI�►gNE ` 7 CONTRACTORS MAU �✓v�c o � � 9 6.G CONSTRUCTION LENDER LENDER'S MNUNQ ADDRESS Fire lace Total Valuation S ARCHITECT OR L40LN R LICENSE NO. Filing Fee S 20.00 ARCHITECT OR EN0INEER'S MAL1N0 AD7/ jDRESS Permit Fee S Plan Checking Fee $ BUILOINOAcoaEss C P C Energy Plan Checking Fee SIq o (C S PERMIT FEE $ JS LOT No. Rueon°oNs"�'e PAROEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other 9PECiY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Describe Wor _lj� //�j r Other ❑ / =,n 1 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 020.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service i00oorvA 00.F, 23.00 Mein Service 200A TO 1000A 46.00 NEW CONST. oWE11N0 OCCUP. OR ADDNS. ( i ACC. B1D3. 3.$0so. MULT1•oUn.Er NOKRESID. BRANCH CIRCUT9 % 07.50 Ex. Occup. OUTLET OR FIXTURES WL 0 I.00 BRI. .SO EX. °CCU FIXEO APPINS. ovnETs Eslo. L 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 I PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 6.50 Ventilation PERMIT FEI: S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ NA2. 1 0. FEES I IMP I FLOOD I COF I PARFEL I PO NO 16SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON toss COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT APPLICA TION DA TA SKEET OWNER: h ASSESSOR PARCEL NUMBER: - 6 C Propos Building U -Building Inspector: Date: Ll ti At t' a of permit application, I was advised the following data must be submitted prior to permit proces ing and/or issuance: Date Received By 1. All iiems have been submitted ----------------------------------------------------------------------- --------------- ❑2. 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. ------------------------------------------- 1:17. ------------------------------------------ ❑7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ 0 8. Hazardous Material Form. --------------------------------------------------------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- 0 10. Fees of $ ---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. ------------------------------------------------ ❑ 13. Flood elevation certificate.------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: _ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 022. Workers' Compensation carrier and policy number.-----------------------------------------=---------- ❑23.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. -------------------------------------------- ❑ 27. Manufactured Home utility clearance. ------------------------------------- 028. Existing violations and/or expired permits. ----------------------------- - ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: L Wheg,,�u issue the ermit, process as follows C3 Mail to owner00ail co tractor. Telephone and hold for pickup at fce. ❑ Ddhver with inspector. Applicant: Date: /O /� 9 Copy of Haz?e-nIealth Department, ❑ Fire Department, ❑ Air Pollution"�L By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: Index pemrit application for the above items numbered: 2. Additional items required: (Date) ❑ Plan Check List 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: 0 - Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. "' Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. GAY HAWKN H t I 5 ARC IIECT 1370 RIDGEWOOD DR., SUITE 10 CHICO, CALIFORNIA 95973 (530)892-2700 (530)893-0532fex - Nov. 5, 1999 Department of Development Services Building Department Attn: Martha J. Whitney RE: Andreasen Residence Chico Ca. A.P. 042-040-025 Building permit number- 99-2007 Status of plan check letter of corrections summary. 1. On line .2 sheet 5 of the plans submitted notes the correct . beam as calculated in - the structural calculations. 6-3/4'-'x 16 1/2 GLB. 2. See- second floor framing plan for location of FB -3, it is in the upper left corner of the second floor. 3. Revised sheet 7 of' the structural calculations for the correct Ca value. 3. Noted on shear wall schedule on sheet 3 to use sinkers or common nails at applicable shear wall locations. If you have any questions, please feel free to contact this office. , S'ncerel , .7ary awkins Architect � RECEIVED NOV - 0 8 1999 BUTTE COUNTY BUILDING DIVISION Job number >> 9970 DATE 10/ 5/99 Structural Calculations for 'Andreasen Residence Chico, Ca. Gravity Calculations Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax Q AR KAI No. d 16.Fa3 � ' Z CALCDATA 11/13/97 ------------------------------------------------------------------------ Rev 4-20-9.4 Calculation data ------------------------------------------------------------------------ Description >> -----------------------'------------------------------------------------- Jurisdiction Butte County Code referenced 1997 UBC Wind loading Basic wind speed Exposure Seismic loading Seismic zone Gravity loading Roof live load Floor live load Balcony.live load: Soil data Allowable bearing: 80 MPH B 3 16PSF 40PSF n/a PSF 120OPSF i E �72 LOADS 7:25 PM ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE 7/26/99 ------------------------------------------------------------------------ DESCRIPTION >> ------------------------------------------------------------------------ ASSEMBLY >roof SLOPE > 7.00IN 12 > 30.26 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 12 Comp shingles 3.00 3.00 22 1/211 PLYWOOD 1.50 1.50 39 2 X 6 - 2411 1.10 1.10 35 2 X 4 - 2411 .70 .70 60 INSULATION R38 2.20 2.20 64. MISC. 2.00 2.00 84 5/8-1 GYPSUM BD 2.80- 2.80 ------------------------------------------------------------------------ DL 13.30 USE: 14.00 PSF LL 16.00 PSF ------------------------------------------------------------------------ TL 30.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ..WT. 88 2 COAT PLASTER 4.00 4.00 34 2 X 4 - 1611 1.10 1.10 57 INSULATION R13 .70 .70 64 MISC. 2.00 2.00 83 1/211 GYPSUM BD 2.50 2.50 ------------------------------------------------------------------------ DL 10.30 USE: 11.00 PSF LL PSF ------------------------------------------------------------------------ TL 11.00 PSF ------------------------------------------------------------------------ DL 11.10 USE: 12.00 PSF LOADS LL 7:26 PM ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE 7/26/99 ------------------------------------------------------------------------ DESCRIPTION >> SLOPE > IN 12 > DEGREES NO. ------------------------------ ASSEMBLY >floor 1 ----------------------------------------- PITCH? ADJ. WT. 77 SLOPE > IN 12 > DEGREES 24 NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 38 77 CARPET/PAD 1.00 1.00 58 24 3/41 -.PLYWOOD 2.30 2.30 64 50 2 X 12 - 16" 3.30 3.30 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 ------------------------------------------------------------------------ DL 11.10 USE: 12.00 PSF LL 40.00 PSF ------------------------------------------------------------------------ TL 52.00 PSF ASSEMBLY >floor 2 SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 77 CARPET/PAD 1.00 1.00 24 3/4" PLYWOOD 2.30 2.30 38 2 X 6 - 16" 1.70 1.70 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00. ------------------------------------------------------------------------ DL 8.10 USE: 9.00 PSF LL 40.00 PSF ------------------------------------------------------------------------ TL 49.00 PSF ori SHUT SHE- 2.2 -144 200 SHE- T'- 7 Tl Ul\ 7�= + 41, CP ori SHUT SHE- 2.2 -144 200 SHE- T'- Ul\ 7�= + Ul\ -V v �zp; ; t. cpfty-)-., ttp� - W6 -- (� I � � ���,,.� � � S) .'7 � � l tai r ca) -� �7 � f .�,. � � u w d � } �• Fj'�(�, �j Lq (101, + 1,:5yz. CIO ���) ,' (' %�/21 i�(� �- ��) �'r�L JCt�� lU 5�v �� 1�� C�3`S�z-) d'��-��1b �►-Q-v�� i-C�j,�z� ��o) .� �'j�� . x5G7 ;r- 10-2q S Z71 0 G 7 el— b 4- 1 t k/ /L rhl VL \�'7I:p�Vl4o4--'f(nla) {.� r ������ �di,�'� 1 41 E 8)0 ►2 �A VI CN CA 14 rlt cl; cli C-4 r, e— ?ej 0 0 I— VI b so .11 Y, 11*1 f 0 Tt- e— ?ej 0 0 I— VI b so .11 Y, 11*1 f /Noalc-- 4,o 'To • W � - 12 + I � S) (l k,0 4- �P,O) A--( b)(tu) -A-( + 40) bg 4-Z 0 q G A, �( 5:p 0 t.1 0 'T C,4 rt '.4 C4 rq ('d %�I+F6�� ( gp(.o 4I. - X. 11.2 PT_FTG2 8:22 PM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 10/ 5/99 Description >>F -1 -------------Load data ------------- --------------Soil data ------------- P > 13.664 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 58.000 --------------Concrete-----------------------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi M > 18.824 > .900 ------------------------------Footing data -------------------------------- Footing size > 3.660 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 2.009 kips Total P axial > 15.673 kips Total bearing pressure > .1.170 ksf <ok> Net bearing pressure > 1.020 ksf Factored bearing pressure > 1.606 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 8.795 kips Vn=Vc=2(F'c)-.5*bw*d > 35.136 kips 0 Vn > 31.622 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 20.794 kips Vn=Vc=4(F'c)".5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 2.688 ft-kips/ft Required Rn=(Mu/O)bd"2 > 46.673 psi Required p (bending moment) > .0012 Required As (bending moment) > .113 in-2/ft = .415 in -2 Min. required p UBC 2610(f) > .0016 33% increase applied Min. required As UBC 2610(f) > .151 in"2/ft = .551 in^2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 3 No. 4 bars e.w. 2 No. 5 bars e.w. 2 No. 6 bars e.w. 1 No. 7 bars e.w. PT_FTG2 8:49 PM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 10/ 5/99 Description >>F -2 -------------Load data ------------- --------------Soil data ------------- P > 12.582 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 58.000 --------------Concrete-----------------------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi M > 18.824 > .900 ------------------------------Footing data ------------------------------ Footing size > 3.500 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.838 kips Total P axial > 14.420 kips Total bearing pressure > 1.177 ksf <ok> Net bearing pressure > 1.027 ksf Factored bearing pressure > 1.617 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 8.016 kips Vn=Vc=2(F'c)-.5*bw*d > 33.600 kips 0 Vn > 30.240 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 19.086 kips Vn=Vc=4(F'c)^.5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 2.476 ft-kips/ft Required Rn=(Mu/o)bd"2 > 42.978 psi Required p (bending moment) > .0011 Required As (bending moment) > .104 in-2/ft = .365 in^2 Min. required p UBC 2610(f) > .0014 33% increase applied Min. required As UBC 2610(f) > .139 in"2/ft = .485 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 3 No. 4 bars e.w. 2 No. 5 bars e.w. 2 No. 6 bars e.w. 1 No. 7 bars e.w. PT_FTG2 9:17 PM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 10/ 5/99 Description >>F -3 -----=------- Load data ----- -.------- --------------Soil data ------------- P > 4.576 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 58.000 --------------Concrete-----------------------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 > .900 - --- -------------------------- Footing data--- 7-� size > 2.330 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .814 kips Total P axial > 5.390 kips Total bearing pressure > .993 ksf <ok> Net bearing pressure > .843 ksf Factored bearing pressure > 1.327 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.571 kips Vn=Vc=2(F'c)".5*bw*d > 22.368 kips 0 Vn > 20.131 kips Diagonal tension - factored loads - two way action Vu=(P net)*(effective area) > 6.613 kips Vn=Vc=4(F'c)^.5*bo*d > 51.200 kips 0 Vn > 46.080 kips <ok> -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > .900 ft-kips/ft Required Rn=(Mu/O)bd"2 > 15.631 psi Required p (bending moment) > .0004 Required As (bending moment) > .038 in"2/ft .088 in -2 Min. required p UBC 2610(f) > .0005 33o increase applied Min. required As UBC 2610(f) > .050 in^2/ft = .117 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. r 0 • PT_FTG2 ------------------------------------------------------------------------ 9:19 PM Rev 9-30-93 ------------------------------------------------------------------------ Point footing 10/ 5/99 ,Description >>F -4 -------------Load data -----=------- --------------Soil data ------------- P > 4.136 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 58.000 ---------- ---- Concrete ------------- ----------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 0 > .900 ------------------------------Footing data ------------------------------ Footing size > 2.000 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .600 kips Total P axial > 4.736 kips Total bearing pressure > 1.184 ksf <ok> Net bearing pressure > 1.034 ksf Factored bearing pressure > 1.628 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.170 kips Vn=Vc=2(F'c)".5*bw*d > 19.200 kips 0 Vn > 17.280 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 5.787 kips Vn=Vc=4(Flc)".5*bo*d > 51.200 kips 0 Vn > 46.080 kips ------ .------------------- Footing reinforcement -------------------------- Mu=(P net)*bl-2/2 > .814 ft-kips/ft Required Rn=(Mu/O)bd"2 > 14.128 psi Required p (bending moment) > .0004 Required As (bending moment) > .034 in-2/ft = .068 in -2 Min. required p UBC 2610(f) > .0005 33% increase applied Min. required As UBC 2610(f) > .045 in"2/ft '= .090 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement-- - No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. • APN: 042-040-023 -- Plancheck Comments Andreason Residence. The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of the plans depicting the designed elements and cover sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: 1. O.K. 2. O.K. APN: 042-040-023 -- Plancheck Comments Andreason Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of the plans depicting the designed elements and cover sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: 1. Page 7 of the calculations call for a 6-3/4" x 16-1/2" 24F -V4 glue -lam beam at Line 2 in the garage. Sheet 5 of the plans calf for a 5-1/4" x 16" T.J. LVL, please clarify. 2. " Clarify the location of FB3 on plan. 3. Provide soils report or statement justifying the use of Soil Type SB in Table 16-Q when looking up the value for Ca. 4. Adjust shear wall capacities found on page 8 of the lateral calculation to agree with the NER- 272 report dated September 1, 1997 for the use of 8d box nails. Or add note specifying that Sinkers are to be used. Danny and Shawn Andreasen 560 Grand Teton Way Chico, Ca. 95973 Parcel Number 042-040-025 Building Permit Number: 99-2007 BEAUTY vcrM14 Rlu1I yr WcVU-VUOQr%VIVC' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing toy each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: lot plan is to clearly show Carpers Court and the required setback. ��Fire sprinklers are required for this structure unless there is a community water service [fire hydrant] which serves this parcel. Your parcel must be within 1000 feet of a fire hydrant. CDF will confirm if you meet the requirement for water service or if you will need to install sprinklers. If sprinklers are required you will need to have plans prepared and apply for a permit for the sprinklers. House and sprinkler permits will be issued concurrently. 'asterbedroom shows a 5070 fixed glass window with 2050 single hung windows on either side. You will need to provide a window which meets emergency egress. ,A -<e you installing two HVAC units as indicated in your energy calcs? Please provide location for all HVAC units. Your plan doesn't show what stud size you will using. Please indicate all framing member sizes. Energy calcs: House clearly is indicated'as facingNORTH and not WEST. Revise energy gY calcs accordingly. When modeling zones you must clearly indicate on the plans all the specific zones. Inaddition your plans must indicate all the'requirements from the energy manual. Indicate the.40 square foot maximum opening between the zones. ;,Provide gravity load calcs for all roof and second floor supports. Design is to include sizing of all members and foundation support: X"betail F/5 is not conventional framing. � 2x12 rafter require a larger ridge board. Provide design by a registered professional or revise for conventional framing. Plan has been sent out for lateral review but will require additional structural review per item seven. nclosed are your park and school fee forms. Pay any required fees at district offices and urn yellow copy to the building copy. (��" 7D C&AAV') Plan check will continue upon reciept of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538=7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner cc: Cleanrite Construction 2 i L I�. Building Permit Number: -2®©% Owner Name: Residential Construction Requirements 'I j� 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.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS III h 'i • Provide windows for natural light and ventilation. (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical_ equipment. (Sec.306, U.M.C.) • Provide approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3. f� 3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with Sec. 1003.3, U.B.C., for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide. (typical) • Underfloor access and ventilation per Sec.2317.7, U.B.C.' • Attic access and ventilation per Ch. 15, U.B.C. 2 of 3 Building Permit NJmber: Owner Name: • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of produ-.ing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet'lights per Article 410-8 N.E.C. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide 1/2"x 10" anchor bolts @ 6' o. c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.0 U.B.C.) • Provide 1- #4 bar top and bottom of footing, U.N.O. (Sec. 1806.7, U.B.C.; • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) • Veneer per Ch. 14, U.B.C. • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Electrical, mechanical, and plumbing construction (not plan reviewed) shzll comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations per Sec. -4406, U.B.C. 2. Garage firewall, door size and self -closer per Sec. 302.4, U.B.C. 3. Install smoke detector per Sec. 310.9, U.B.C. 4. Special roof covering required, class C minimum. 5. Living area over garage, 1 hr. construction required on garage side, including supporting walls, posts and supporting beams. 6. Provide 2 separate exits from third story. 7. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (UBC 310.4.) 10 Blue = Engineering Green = Brace wall panels • Pink = Firewall 0 Yellow = Important p 3 of 3 Building Permit Number: Owner Name. l ' I COMPLY WITH ITEMS INDICATED ,BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, ❑ H.V.A.C. equipment and services shall be a minimum of one�foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 'f 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite'or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. II �I ❑ Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. i� Fire sprinklers are required in this structure. F ❑ The following parcel map requirements shall be met .i II til , ❑ All structures and equipment including overhangs shall be clear of all easements. A setback of from the side and 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. it ❑ 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. s CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R -------------------------------------------------------------------------------- Project Title: ANDREASON 3418n (BASE CASE) Run: 049 05 -Nov -99 Project Address: PARCEL 2# CAPERS CT. ANDREASON 3418n (BASE C CHICO, CA. 95978 Building Title: ANDREASON 3418n (BASE CASE) Buildird merm't # Document Author: BOB METZGER O.D.S. Telephone: 530-342-9688 or 865-9688 Pla hec / Date.Q Compliance Method: CALRES2 1.34.03 Fie Check / Date Climate Zone: 11 -------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area: 3418 ft2 Average Ceiling Height: 10'9" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 4 deg (North) Glazing Area, % of Floor Area: Average Fenestration U-Value:0.74 1.5.3% Q Ec EI m, Average Fenestration SHGC: 0.73 1 Number of Stories: 2 p 1999 NOV1�1 Number of Dwelling Units:. 1.00 11 9 Floor Construction Type: Slab on grade COUNTY BUTTE BUILDING DIVISION BUILDING SHELL INSULATION Cavity Sheathing Component Insul Insul Total Assembly Type R -value ---------------- R -value R -value U -value Location/Comments --------------- Door 0 -- -------- 3.03 -------- 0.330 ----------------------- Unconditioned Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Unconditioned Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Floor 0 0 1.38 0.722 Grade Floor 0 0 3.38 0.295 Grade Ceiling 38 0 41.67 0.024 Attic Slab Perimeter 0 0 0 0.507 Unconditioned Slab Perimeter 0 0 0 0.756 Outside FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti --------------------------------------------- ------------------------ Slab 608 Yes Grade %- �p Slab 1565 Yes Grade JUTTE COUN1 1 fiv)ILOING DEPARWEE rpPR I HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.80 AFUE Attic Air cond. -- central split 10.00 SEER Attic WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- -=---- -----= 50GALW/H Standard 50GALW/H Storage gas 1 0.60 50 WATER HEATING SYSTEMS,MISC .Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ 50GALW/1i -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss- R -value (Btuh) ---------------------- ------------------------- ------ 50GALW/H 76% -- 40.00 -- -- -- r 7 CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Title: ANDREASON 3418n (BASE CASE) Run: 049 05 -Nov -99 FENESTRATION Area U- Interior Exterior Overhang Orientation (ft2) value Panes Shading Shading and Fins ----------------- Window North ----- 93.8 ----- 0.750 ----- 2 ---------- Standard ---------- BugScrn -------- Overhang Window North 59.0 0.730 2 Standard BugScrn Overhang Window North 20.0 0.500 2 Standard BugScrn Overhang Window East 63.0 0.750 2 Standard BugScrn Overhang Window South 254.0 0.750 2 Standard BugScrn Overhang Window West 25.0 0.750 2 Standard BugScrn Overhang Window West 7.4 0.730 2 Standard BugScrn Overhang THERMAL MASS Area Thick Type --------- Exposed? (ft2) (in) -------- ----- ----- Location/Comments ---------------------------------------- None HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.80 AFUE Attic Air cond. -- central split 10.00 SEER Attic WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- -=---- -----= 50GALW/H Standard 50GALW/H Storage gas 1 0.60 50 WATER HEATING SYSTEMS,MISC .Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ 50GALW/1i -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss- R -value (Btuh) ---------------------- ------------------------- ------ 50GALW/H 76% -- 40.00 -- -- -- CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: ANDREASON 3418n (BASE CASE) Run: 049 05 -Nov -99 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES ' 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 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, and Notes section. a CERTIFICATE OF COMPLIANCE: Residential Page 4 CF -1R Project Title: ANDREASON 3418n (BASE CASE) Run: 049 05 -Nov -99 DESIGNER OR OWNER DAN & SHAWN ANDREASEN 560 GRAND TETON CHICO, CA. 95973 530-342-3335 Certification #: Signed ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed DOCUMENTATION AUTHOR BOB METZGER O.D.S. BOB METZGER O.D.S. 2231 St. GEORGE LN. #70 CHICO, CA. 95926 530-342-9688 or 865-9688 Date Signed Date Date ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design --------------- --------------- Space Heating COMPUTER METHOD SUMMARY Space Page 1 C -2R -------------------------------------------------------------------------------- Project Title: ANDREASON 3418n (BASE CASE) Run: 049 05 -Nov -99 Project Address: PARCEL 2# CAPERS CT. ANDREASON 3418n (BASE C Tlt Gns CHICO, CA. 95978 Location/Comments ---------- ------ Zone = HOUSE Building Title: ANDREASON 3418n (BASE CASE) Building Permit # Document Author: BOB METZGER O.D.S. ------------ Telephone: 530-342-9688 or 865-9688 Plan Check / Date Compliance Method: CALRES2 1.34.03 4 Field Check / Date Climate Zone: 11 Wall 523.2 0.088 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design --------------- --------------- Space Heating 21.02 Space Cooling 11.69 Water Heating 8.34 Total Rval 41.05 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Proposed Design --------------- 21.36 10.06. 7.34' -------- Complies 38.76 Yes 3418 ft2 10.9" ft -in SFD Single Family Detached 4 deg (North) 15.3% 0.74 0.74 1.00 2 Floor Construction Type: Slab on grade Number of Conditioned Zones: 1 Total Conditioned Volume: 36744 ft3 Conditioned Footprint Area: 2700 ft2 Ground Floor Area: 2700 ft2 BUILDING ZONE INFORMATION Floor Vent Zone Area Volume Thermostat Height . Name (ft2) (ft3) Type Type (ft) ------------ ------- -------- ------------- ------------ ------ HOUSE 3418 36744 Conditioned CEC Standard 8'101- OPAQUE '0" OPAQUE SURFACES Surface Area U- Insl Total Tru Slr Construction Type (ft2) value Rval Rval Azm Tlt Gns Type Location/Comments ---------- ------ Zone = HOUSE ----- ---- ----- --- --- --- ------------ --------------------• Door 17.8 0.330 0 3 4 90 No 28x68 -Wood Unconditioned Wall 523.2 0.088 13 11 4 90 Yes W13.2x4.16 Outside Wall 524.2 0.088 13 11 4 90 No W13.2x4.16 Unconditioned Wall 408.0 0.088 13 11 94 90 Yes W13.2x4.16 Outside Wall 32.0 0.088 13 11 139 90 Yes W13.2x4.16 Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: ANDREASON 3418n (BASE CASE) Run: 049 05 -Nov -99 OPAQUE SURFACES continued Surface Area U- Insl Total Tru Slr Construction Type (ft2) value Rval Rval Azm Tlt Gns Type Location/Comments ---------- ------ ----- ---- ----- --- --- --------------- -------------------- Wall 525.0 0.088 13 11 184 90 Yes W13.2x4.16 Outside Wall 238.6 0.088 13 11 274 90 Yes W13.2x4.16 Outside Floor 716.0 -- 0 -- -- 180 No S1ab140E Grade Floor 1984.0 -- 0 -- -- 180 No Slabl40C Grade Ceiling 3358.0 0.024 38 42 -- 0 Yes R38.2x4.24 Attic PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-val (in) Location/Comments ------------------- ------ ----- ------ ---------------------------------- Zone = HOUSE Exposed 3710" 0.507 -- -- Unconditioned Exposed • 269'0" 0.756 0 16 Outside FENESTRATION SURFACES Glazing Fenestration Area Tru Open Frame Charactr Name -------------- Type ---- (ft2) ----- Azm Tlt Type Type Name Comments Zone = HOUSE --- --- ------- -------- ------------ ---------------- Fll Wind 018.0 4 90 Slider Metal OPER/std F12 Wind 018.0 4 90 Slider Metal OPER/std F21 Wind 010.0 4 90 Fixed Metal FIXED/std F22FRTDR Wind x20.0 4 90 Hinged WdDr/Div DOOR/std F23 Wind 010.0 4 90 Fixed Metal FIXED/std F24 Wind 4.0 4 90 Fixed Metal FIXED/std F31 Wind 64.5 4 90 Slider Metal OPER/std F41 Wind 010.0 4 90 Slider Metal OPER/std F42 Wind 035.0 4 90 Fixed Metal FIXED/std F43 Wind 010.0 4 90 Slider Metal OPER/std F51 Wind 025.3 4 90 Slider Metal OPER/std F52 Wind s8.0 4 90 Slider Metal OPER/std L11 Wind :►10.0 94 90 Slider Metal OPER/std L12 Wind x10.0 94 90 Slider Metal OPER/std L13 Wind 920.0 94 90 Slider Metal OPER/std L21 Wind 015.0 94 90 Slider Metal OPER/std L31 Wind 08.0 94 90 Slider Metal OPER/std BL11 Wind -08.0 139 90 Slider Metal OPER/std BL21 Wind 8.0 139 90 Slider Metal OPER/std Bll Wind 915.0 184 90 Slider Metal OPER/std B12 Wind ►15.0 184 90 Slider Metal OPER/std B13 Wind 018.0 184 90 Slider Metal OPER/std B14 Wind 018.0 184 90 Slider Metal OPER/std B15 4Wind 18.0 184 90 Slider Metal OPER/std B16 oWind 18.0 184 90 Slider Metal OPER/std B21SGD oWind 40.0 184 90 Slider Metal OPER/std I i� COMPUTER METHOD SUMMAR7 Page 3 C -2R Project Title: ANDREASON 3418n (BASE CASE) Run: 049 05 -Nov -99 -------------------------------------------------------------------------------- FENESTRATION SURFACES continued GLAZING CHARACTERISTICS 6'0" 3'0" Glazing 6'0" 3'0" F21 Glazing Fenestration # of Area Tru Type Open Frame Charactr Name Type (ft2) Azm Tlt Type Type Name Comments -------------- B22 ---- Wind ----- •16.0 --- 184 --- 90 ------- Slider -------- Metal ------------ ---------------- OPER/std B23SGD Wind 0-40.0 184 90 Slider Metal OPER/std B31 Wind 020.0 184 90 Slider Metal OPER/std B32 Wind 020.0 184 90 Slider Metal OPER/std R11 Wind 025.0 274 90 Slider Metal OPER/std R12 Wind 4.0 274 90 Fixed Metal FIXED/std R21 Wind •3.4 274 90 Slider Metal FIXED/std GLAZING CHARACTERISTICS 6'0" 3'0" Glazing 6'0" 3'0" F21 Charactr Glazing # of U - Name Type Panes value ------------ OPER/std --------- Clear ----- 2 ----- 0.750 FIXED/std Clear 2 0.730 DOOR/std Clear 2 0.500 OVERHANGS Fenestration Name Height Width F11 6'0" 3'0" F12 6'0" 3'0" F21 6'8" 1'6" F22FRTDR 6'8" 3'0" F23 618" 1'6" F24 1'4" 3'0" F31 3'0" 1'6" F41 5'0" 2'0" F42 7'0" 510" F43 5'0" 2'0" F51 6'4" 410" F52 4'0"' 2'0" L11 510" 2'0" L12 510" 2'0" L13 5'0" 4'0" L21 6'0" 2'6" L31 4'0" 2'0" BL11 4'0" 2'0" BL21 4'0" 2'0" B11 6'0" 2'6" B12 6'0" 2'6" SHGC Exterior Interior SHGC Shade ------ Shade Type Int SHGC See notes Shade ------ 0.765 ---------- Standard ------ 0.680 0.765 Standard 0.680 0.765 Standard 0.680 SHGC Exterior Ext Shade Type ---------- Shade ------ BugScrn 0.757 BugScrn 0.757 BugScrn 0.757 I Above Left Right Depth ------ Glazing --------- Extension --------- Extension --------- 1'6" 13'0" 16'5" 13'7" 1'6" 1414" 1315" 1617-- 6'7"7'6" 7'6" 5'4" 7011" 11-71- 1'7"7'6" 7-6" 514" 4'11" 13'1" 716" 514" 3'0" 1606" 7'6" 4'0" 4'11" 13'1" 3'6" 210" 13'0" 1216" 2'6" 514" 13'6" 6'6" 2'6" 514" 6011" 10'1" 2'6" 4'0" 6'11" 13'1" 116" 110" 1106" 616" 1'6" 2'6" 516" 14'6" 2'6" 2'6" 29'6" 12'6" 2'6" 2'6" 18'6" 23'6" 2'6" 2'6" 410" 36'0" 2'6" 1'6" 13'6" 1210" 2'6" 110" 316" 17'6" 4'0" 11'7" 3'6" 10'6'- 0'6"4'0" 410-- 7" 3'6" 10'6" 2'6" 110° 3216" 6'0" 2'6" 1'0' 30'0" 8'6" I B13 6'0 3'0" 2'6" B14 6'0" 3'0" 2'6" B15. 6'0 3'0" 2'6" .1'0" 22'6" 15'6" 110" 21'0" 1710" 110" 14'0; 24'0" c COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: ANDREASON 3418n (BASE CASE) Run: 049* 05 -Nov -99 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- OVERHANGS continued Fenestration -------------------------- Above Left Right Name Height ------ Width Depth Glazing Extension Extension ------------ B16 6'0" ------ 3'0" ------ 2'6" --------- --------- 1'0" 10'6" --------- 27'6" B21SGD 618" 6'0" 10'6" 1'4" 21'0" 18'0" B22 410" 4'0" 1006" 1'4" 2210" 19'0" B23SGD 6'8" 610" 10'6" 114" 6'0" 3310" B31 4'0" 5'0" 216" 7" 17'0" 8'0" B32 400" 5'0" 216" 7" 510" 20'0" R11 5'0" 510" 2'6" 2'4" 15'0" 1610" R12 114" 3'0" 2'6" 110" 610" 2710-- 7'0"R21 R21 1'10" 1'10" 2'6" 5'0" 11'0" 4'2" FINS Left Fin Right Fin Fenestration -------------------------- Exten Dist -------------------------- Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng'glzing ------------ None ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ THERMAL MASS ` Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration' Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ -------------------------------- None HVAC SYSTEMS Duct Location System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = HOUSE GasFurn.80 Furnace 0.80 AFUE Attic ACsplit10 Air cond. -- central split 10.00 SEER Attic - r d COMPUTER METHOD SUMMAR� Page 5 C-2R Project Title: ANDREASON 3418n (BASE CASE) Run: 049 05-Nov-99 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type -------------------- Htrs Factor (gal) ----------------------------- 50GALW/H Standard 50GALW/H Storage gas ---- ------ ------ 1 0.60 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? 50GALW/H -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R-value (Btuh) ---------------------- ------------------ 50GALW/H 76% -- 40.00 -- ------- ------ -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R-value --------------------------- -------------- None ------------------------- SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. -------------------------------------------------------------------------------- Job number >> 9970 DATE 8/11/99 Al Structural Calculations for Andreasen Residence Chico, Ca. Gary Hawkins Architect 20 Constitution Dr. Ste.A Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax ARP 18693 �v REN.6m C RECEIVE NOV 0 8 5SS3 BUTTE COUNTY I BUILDING DIVISION CALCDATA 11/13/97 ------------------------------------------------------------------------ Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description >> ------------------------------------------------------------------------ Jurisdiction Butte County Code referenced 1997 UBC Wind loading Basic wind speed Exposure Seismic loading Seismic zone Gravity loading Roof live load Floor live load Balcony live load: Soil data Allowable bearing: 80 MPH B 3 16PSF 40PSF n/a PSF 120OPSF ------------------------------------------------------------------------ DL 13.30 USE: 14.00 PSF ----------------------------------------------------7------------------- LL 16.00 PSF LOADS ------------------------------------------------------------------------ TL 7:25 PM REV 8-13-92 LOAD SUMMARY MODULE 7/26/99' ------------------------------------------------------------------------ DESCRIPTION >> > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 88 ------------------------------------------------------------------------ ASSEMBLY >roof 4.00 4.00 34 SLOPE > 7.00IN 12 > 30.26 DEGREES 57 NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 64 r 12 Comp shingles 3.00 3.00 83 22 1/2" PLYWOOD 1.50 1.50 39 2 X 6 - 24" 1.10 1.10 35 2 X A - 24" .70 .70. 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 13.30 USE: 14.00 PSF ----------------------------------------------------7------------------- LL 16.00 PSF TL 30.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 88 2 COAT PLASTER 4.00 4.00 34 2 X 4 - 16" 1.10 1.10 57 INSULATION R13 .70 .70 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 ------------------------------------------------------------------------ DL 10.30 USE: 11.00 PSF LL PSF ------------------------------------------------------------------------- TL 11.00 PSF LOAD'S -------------------- DL 7:26 PM ------------------------------------------------------------------------ REV 8-13-92. LOAD SUMMARY MODULE 7/26/99 ------------------------------------------------------------------------ DESCRIPTION >> 40.00 PSF ------------------------------------------------------------------------ TL 52.00 PSF ------------------------------------------------------------------------ ASSEMBLY >floor 1 SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 77 CARPET/PAD 1.00 1.00 24 3/4" PLYWOOD 2.30 2.30 50 2 X 12 - 16" 3.30 3.30 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2:50 2.50 ------ -------------------- DL ----------- 11.10 ----------------------------------- USE: 12.00 PSF LL 40.00 PSF ------------------------------------------------------------------------ TL 52.00 PSF ASSEMBLY >floor 2 SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 77 CARPET/PAD 1.00 1.00 24 3/4" PLYWOOD 2.30 2.30 38 2 X 6 - 16" 1.70 1.70 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 ------------------------------------------------------------------------ DL 8.10 USE: 9.00 PSF LL 40.00 PSF ------------------------------------------------------------------------ TL 49.00 PSF File >LATDATA3 Rev 8-8-95 Wind pressures on structures Description >> Exposure > B Importance factor > 1.00 Basic wind speed > 80.00 mph qs > 16.40 psf Roof pitch - > 7.00 in 12 0 > 30.26 degrees * * * P R I M A R Y F R A M E S A N D S Y S T E M S Direction Ht. <0'-151> <201> <25'> Assembly description Ce .62 .67 .72 Cq W A L L S C O N T I N U I T I E S 2.00 Windward walls .80 .0081 .0088 .0094 Leeward walls .50 .0051 .0055 .0059 Total wall 2.00 .0132 .0143 .0154 R 0 0 F Wind perpendicular to ridge Leeward or flat roof .70 .0071 .0077 .0083 Windward roof Slope 2:12 to less than 9:12 .90 .0092 .0099 .0106 Slope 2:12 to less than 9:12 .30 .0031 .0031 .0035 Roof total .0102 .0107 .0118 Wind parallel to ridge and flat roofs .70 .0071 .0077 .0083 * * * E L E M E N T S A N D C O M P O N E N T S W A L L All structures 1.20 .0122 .0132 .0142 Enclosed structures 1.20 .0122 .0132 .0142 Open structures 1.60 .0163 .0176 .0189 Parapets 1.30 .0132 .0143 .0154 R 0 0 F Enclosed structures Slope less than 9:12 1.10 .0112 .0121 .0130 Open structures Slope less than 9:12 1.60 .0163 .0176 .0189 * * * L 0 C A L A R E A S A T Wall corners Canopies or overhangs at eaves or rakes Roof ridges at ends of buildings or eaves and roof edges at building corners Eaves or rakes without overhangs away from building corners and ridges away from ends of building D I S C O N T I N U I T I E S 2.00 .0203 .0220 .0236 2.80 .0285 .0308 .0331 3.00 .0305 .0330 .0354 2.00 .0203 .0220 .0236 a 7:34 PM 7/26/99 uctures qs > 16.40 psf A > 30.26 degrees S Y S T E M S Direction <0'-151> <20'> <25'> <301> <40'> .62 .67 .72 .76 .84 .0081 .0088 .0094 .0100 .0110 Inward .0051 .0055 .0059 .0062 .0069 Outward .0132 .0143 .0154 .0162 .0179 .0071 .0077 .0083 .0087 .0096 Outward .0092. .0099 .0106 .0112 .0124 Outward or .0031 .0031 .0035 .0037 .0041 Inward .0102 .0107 .0118 .0125 .0138 .0071 .0077 .0083 .0087 .0096 Outward N E N T S .0122 .0132 .0142 .0150 .0165 Inward .0122 .0132 .0142 .0150 .0165 Outward .0163 .0176 .0189 .0199 .0220 Outward .0132 .0143 .0154 .0162 .0179 Inward/outward .0112 .0121 .0130 .0137 .0152 Outward .0163 :0176 .0189 .0199 .0220 Outward C O N T I N U I T I E S *** .0203 .0220 .0236 .0249 .0276 Outward .0285 .0308 .0331 .0349 .0386 Upward .0305 .0330 .0354 .0374 .0413 Upward .0203 .0220 .0236 .0249 .0276 Upward 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS IJ; 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS File .>SHEARW 11:15 PM 7/14/99 ------------------------------------------------------------------------ REV. 6-17-99 Shearwall schedule ------------------------------------------------------------------------ Description >> >>. (SINKERS) ------------------------------------------------------------------------ Mark_ Description HF DF 1 3/8" cdx plywood with 8d nails .216 .264 at 611, 12" o.c. (.184) (.224) 2 3/8" cdx plywood with 8d nails .315 .384 at 411, 1211 o.c. (.268) (.326) 3 3/8" cdx plywood with 8d nails .403 .492 at 311, 12" o.c. (.343) (.418) 4 1/2" cdx plywood with 10d nails .254 .310 at 611, 12" o.c. (.216) (.264) 5 1/2" cdx plywood with 10d nails .377 .460 at 411, 12" o.c. (.320) (.391) 6 1/2" cdx plywood with 10d nails .492 .600 at 311, 1211 o.c. (.418) (.510) 7 1/2" gyp bd with 5d nails wind .082 .100 at 71, o.c. edge & field seismic .041 .050 8 5/8" gyp bd with 6d nails wind .094 .115 at 71, o.c. edge & field seismic .047 .058 9 7/8" cement plaster over expanded metal .148 .180 or woven wire lath with no. 16 gage staples, (7/811 leg) at 6" o.c. 10 3/8" plywood siding with 8d nails .131 .160 at 611, 1211 o.c. 11 Simplex "Thermo -Ply structural (red) .144 .175 sheathing (0.115 inch thickness) with no. 16 gage staples (7/16" crown. 1-1/411 legs) tnLn%A ��� W W W W W W xxx 4AH0 000 In '- N NO aaa N N N N N N vc 00f;p— mi lgil) ('' t)1 t c 14 % (-?. q .-.x ) ( to i 1 On) 2 foo _....._. ,gs CtC2/-L ISS) t� C otd�-(�Sl�)C �C.or�) Z 3�3�`1 �,►t��=�,; r= I. , tA- t a (� t � I -A �tv�M Z rG� w� Y> L 1 a 1 lt,��C�,�i'°°► I�Lj (4r1���,U/�-��a j a,f7,col��,o1IJ�`f�a3��.1` h 0 011 --re 7v�m4v LUU� W W W W W W xxx N N N 000 N O O ^n .-eva vaa CI N CI H H h P= A 3 91e- C,� = 8, 25 f--. b Zoo, -2's r .� 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS F 1 ti f 4 , 5 1 ^ s i e i e Vj1 t iy 1 i - .1 .QY y � � w1 � r F 1 ti -4- cul N NJ 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS LIN 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 57 lO ti cp t� �J �r P .� is CF; 1A M CI .14 CJ CI CI N 1�0 cs Li = ,i�. ��. -� CZ���3� +� �'��,) (�/z) �, p I �3� *-" �,��/2)14�1 7 .............. � �:�) ������ , ���� �- (�.� CIS) �,�I����-����� �.,�,� C C )� 1 4 L-1Ic. �!- (I�l�.�(Ira. -k' �' 'j�� � Ot�l�- �) C� �)�� o )i �n,��� 21 b 1 PJ F� rel z.1/:�. Q'b� (101 �� ( 71) �q� �.) C% i�zn> p �) P. - r- V I - Li � r,- 21;t> w A -As ('0 b4 01C V -r 12, Nell 4. 02, Its tl? til Vi r• 1-- W ww W y w w a: I vi 0 J O In a O C. '.? 1 ! 4.r-,.,�oc�r�- L� o E:o Q --f 5 w P= &I- p �L G�o'�w 11 OT ► 1p� ► '7 :� p eta �.. , . i Arta, Q. 2��Q 1 1 o 14 7,) 4- -6 -3/,) -16 1729-11 + I h L4 :Spl;IT7-Z> oto &tc-orl-- C5.,53, �e- IN I v k -, % ........... . Y2,1' 1 IL env" I T, it T fi 11 �rl 2.14 .1 50 SHE'—IS 22-142 i00 s `i H! C, 22-144 200 SHEC"$ ti IJ tf\ .1 T\ -j 17s� r -s 1 C3 01 u 4_ o- I T, it T fi 11 �rl 2.14 .1 50 SHE'—IS 22-142 i00 s `i H! C, 22-144 200 SHEC"$ ti IJ T\ -j N el (14 Oi � 4 04 L, t O -S A 6,l.....-.-._.__.__.___..____...._......_.._.._._•._._. I (z 0 A Pz, G G- 4 2 � � & I " All- 6 4 Pti� (1,v1 Jo [.(o r-ollo 'cj - --f -2 H\AL. cJl 24- 2 - Rol 4- t - --f -2 H\AL. cJl 24- 2 - Rol 4- 1. r. to �I) (, O '� �'�' i t 1e4 Lu I -AT I J. 'I ul .."30 'f, !� 0 N CSE N 04 C4 6 - ----- ---- 'T 4- t ?) 4-/. 1-.-) � ( , 5 -b) --z- ;5,. � 4-- ub:0 ka)C V . . ................. crr r,.,, ..... ..... . .. ....... cot, 0 c ?,9 ro 5,f e-- <; 1 0 ,A �! 0 C,4 C'i cr S"-r-LOOY2. IL vl% z o W,, ......... ... (o A TF) t WW w - W W :r :1-1, X U. LA kn 000 in ?0 N �47 tv Job.number >> Structural Calculations for Andreasen Residence Chico, Ca. Gary Hawkins Architect 20 Constitution Dr. Ste.A Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax DATE L RECEIVED NOV G 8 1999 BUTTE COUNTY BUILDING DIVISION %(X:�' CALCDATA 11/13/97 ------------------------------------------------------------------------ Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description >> Jurisdiction Code referenced Wind loading Basic wind speed Exposure Seismic loading Seismic zone Gravity loading Roof live load Floor live load Balcony live load: Soil data Allowable bearing: Butte County 1997 UBC 80 MPH B 3 16PSF 40PSF n/a PSF 120OPSF LOAD -S DL 7:25 PM ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE 7/26/99 ------------------------------------------------------------------------ DESCRIPTION >> 16.00 PSF ------------------------------------------------------------------------ TL 30.00 PSF ------------------------------------------------------------------------ ASSEMBLY >roof SLOPE > 7.00IN 12 >' 30.26 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 12 Comp shingles 3.00 3.00 22 1/2" PLYWOOD 1.50 1.50 39 2 X 6 - 24" 1.10 1.10 35 2 X 4 - 24" .70 .70 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 13.30 USE: 14.00 PSF LL 16.00 PSF ------------------------------------------------------------------------ TL 30.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 88 2 COAT PLASTER 4.00 4.00 34 2 X 4 - 16" 1.10 1.10 57 INSULATION R13 .70 .70 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 ------------------------------------------------------------------------ DL 10.30 USE: 11.00 PSF LL PSF ------------------------------------------------------------------------ TL 11.00 PSF LOAD—S DL 7:26 PM ------------------------------------------------------------------------ REV 8-13-92 . LOAD SUMMARY MODULE 7/26/99 ------------------------------------------------------------------------ DESCRIPTION >> 40.00 PSF ------------------------------------------------------------------------ TL 52.00 PSF ------------------------------------------------------------------------ ASSEMBLY >floor 1 SLOPE' > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 77 CARPET/PAD 1.00 1.00 24 3/4" PLYWOOD 2.30 2.30 50 2 X 12 - 16" 3.30 3.30 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 ------------------------------------------------------------------------ DL 11.10 USE: 12.00 PSF LL 40.00 PSF ------------------------------------------------------------------------ TL 52.00 PSF ASSEMBLY >floor 2 SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 77 CARPET/PAD 1.00 1.00 24 3/4" PLYWOOD 2.30 2.30 38 2 X 6 - 16" 1.70 1.70 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 ---------------------------------------------------------7-------------- DL 8.10 USE: 9.00 PSF LL 40.00 PSF ------------------------------------------------------------------------ TL 49.00 PSF File >LATDATA3 Rev 8-8-95 Wind pressures on structures Description >> » Exposure Importance factor Basic wind speed Roof pitch * * * P R I M A R Y Assembly description > B > 1.00 > 80.00 mph > 7.00 in 12 F R A M E S A N D Ht. Ce W A L L S Windward walls Leeward walls Total wall R 0 0 F Wind perpendicular to ridge Leeward or flat roof Windward roof Slope 2:12 to less than 9:12 Slope 2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs * * * E L E M E N T S A N D W A L L All structures Enclosed structures Open structures Parapets R 0 0 F Enclosed structures Slope less than 9:12 Open structures Slope less than 9:12 qs > 16.40 psf 0 > 30.26 degrees S Y S T E M S * * * Direction <0'-151> <201> <25'> .62 .67 .72 Cq .80 .0081 .0088 .0094 .50 .0051 .0055 .0059 .0132 .0143 .0154 .70 .0071 .0077 .0083 .90 .0092 .0099 .0106 .30 .0031 .0031 .0035 .0102 .0107 .0118 .70 .0071 .0077 .0083 C O M P O N E N T S 1.20 .0122 .0132 .0142 1.20 .0122 .0132 .0142 1.60 .0163 .0176 .0189 1.30 .0132 .0143 .0154 1.10 .0112 -.0121 .0130 1.60 .0163 .0176 .0189 *. * * L 0 C A L A R E A S A T Wall corners Canopies or overhangs at eaves or rakes Roof ridges at ends of buildings or eaves and roof edges at building corners Eaves or rakes without overhangs away from building corners and ridges away from ends of building D I S C O N T I N U I T I E S 2.00 .0203 .0220 .0236 2.80 .0285 .0308 .0331 3.00 .0305 2.00 .0203 .0330 .0354 .0220 .0236 ' U/ 7:34 PM 7/26/99 uctures qs > 16.40 psf 6 > 30.26 degrees S Y S T E M S * * * Direction <0'-151> <201> <251> <30'> <401> .62 .67 .72 .76 .84 .0081 .0088 .0094 .0100 .0110 Inward .0051 .0055 .0059 .0062 .0069 Outward .0132 .0143 .0154 .0162 .0179 .0071 .0077 .0083 .0087 .0096 Outward .0092 .0099 .0106 .0112 .0124 Outward or .0031 .0031 .0035 .0037 .0041 Inward .0102 .0107 .0118 .0125 .0138 .0071 .0077 .0083 .0087 .0096 Outward N E N T S .0122 .0132 .0142 .0150 .0165 Inward .0122 .0132 .0142 .0150 .0165 Outward .0163 .0176 .0189 .0199 .0220 Outward .0132 .0143 .0154 .0162 .0179 Inward/outward .0112 .0121 .0130 .0137 .0152 Outward .0163 .0176 .0189 .0199 .0220 Outward C O N T I N U I T I E S .0203 .0220 .0236 .0249 .0276 Outward .0285 .0308 .0331 .0349 .0386 Upward .0305 .0330 .0354 .0374 .0413 Upward .0203 .0220 .0236 .0249 .0276 Upward -, (Oob File >SHEARW 11:15 PM 7/14/99 ------------------------------------------------------------------------ REV. 6-17-99 Shearwall schedule ------------------------------------------------------------------------ Description >> >> (SINKERS) ------------------------------------------------------------------------ Mark Description HF DF 1 3/8" cdx plywood with 8d nails .216 .264 at 611, 1211 o.c. (.184) (.224) 2 3/8." cdx plywood with 8d nails .315 .384 at 411, 1211 o.c. (.268) (.326) 3 3/8" cdx plywood with 8d nails .403 .492 at 311, 12" o.c. (.343) (.418) 4 1/211 cdx plywood with 10d nails .254 .310 at 611, 12" o.c. (.216) (.264) 5 1/2" cdx plywood with 10d nails .377 .460 at 411, 1211 o.c. (.320) (.391) 6 1/2" cdx plywood with 10d nails .492 .600 at 311, 1211 o.c. (.418) (.510) 7 1/2" gyp bd with 5d nails wind .082 .100 at 711 o.c. edge & field seismic .041 .050 8 5/8" gyp bd with 6d nails wind .094 .115 at 71, o.c. edge & field seismic .047 .058 9 7/8" cement plaster over expanded metal .148 ..180 or woven -wire lath with no. 16 gage staples, (7/811 leg) at 6" o.c. 10 3/8" plywood siding -with 8d nails .131 .160 at 61:, 1.2" o.c. 11 Simplex "Thermo -Ply structural (red) .144 .175 sheathing (0.115 inch thickness) with no. 16 gage staples (7/16" crown. 1-1/411 legs) 22-14150 SHEETS anncwn 22.142 1 00 SHEETS 22-144 200 SHEETS tj 4 - Q \fes 4CP Cf oi la Ica 22-14150 SHEETS anncwn 22.142 1 00 SHEETS 22-144 200 SHEETS 4CP Cf ;L o tl= �, Y-, 14. b 'b I��� ll�� - ,�,5 4%y�,CJ��J �a� /$ �-��.��)C,n��J�9�33�j�. h.o 01'r-te rvw-4v , no 0 �A 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS fo Co -57 V4 CA rx 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS fo Co -57 LN CA rx Co CA Ov (ev Li le I / 64-lell 15 V,\ CAAk,l\^ Yl C l coG9� �� �� ��� �.- 77 � 2-K 4/,60 5 a 22-141 50 SHEETS AMPAD 22.142 100 SHEETS 22.144 200 SHEETS 4CP 411- 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 1. S ,Ij Cx io) LI ►�-.� 4 It. + (I�/`�� i�.' ��$) (�). 0�4-, �° ���✓���� °,� 111-) 10 14-) �ro S ,Ij Cx io) LI ►�-.� 4 It. + (I�/`�� i�.' ��$) (�). 0�4-, �° ���✓���� °,� 111-) 10 14-) �ro cam' :i.n wwui . ,, � 'n 'A a C� V n2(ON �n F 7 N CNN CJ� 0. Doi L� ►v � 2, � W uj 12., p. ki, tp h2 c k I c.., �� ►�� ��� L�Z 01,C v77 12' C I 41T-. 4-, v- ---- 7- (.6,0 k LA) =. - r2, g� -k- Po t r-,) -� -25.'15 a I a IIA. ..!/f �(�- i \ (( �� ` + :acs e.:c.: i aw o-tira�^u' c V1 �' � �n.c�� b � eZ1 A -r6 C. 21 V, " [i-TTICo ��v� ern �,°►� (�- (/[�- OT , C-5. 6 3' ? � v, �53) Ot') X ri ... ....... , Yz )(10 kb Q 4-0"c 017 /r 2 deo) �, `� �. �Gvd- i �' a� L s 19 i TT[ Co 2 - 2- f I �.� p..1 r, ,�j�:.� ...., .It��''gl,� Io/��-� ,�. (��C��;�) ���lz.�a} -�- rei�-�, C���•��'1 I:-- Z le- -I) �'- � 0 � , ) (ot ,Otos Lt+ L m r, u C_, K ry (+ C.( 1.,-Z D4"'/, w--3„2 ::�fi- �5,2,f,--�” (�!E){ ti' -'4. Z 1 ?-(o61G'6 (2iLb,6G _...•...... _.� CF I '57 Gr gGg "th CF I '57 CF I Li ' IZ/, . ......... . C. -}- of"c 15 ce1' �� /z�'/ L°'"'11/7,g�'� .j --2- (�z q ' ) + le- 1 71t »lr,J lo-, -• 0 A. jp� Oor-� 2,t)tXa+t,4.1 te- ...... 1-1 .... ...... ... 7' 1114. lc� aoz.)llt LAP- 4-�'l + Ito 4- ° ,L-1 45�_44 H -F- 4 jj.�Ob fV� 4-0 + . .......... e- _2 1� s 6 k. I`id 1,7 U H --T mo - RESIDLKTIAL PLAN CHECKM GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: eVS BUIL DINGP ER: / - Z00% PLAN CHECKER: IM - A P. NUMBER: d V o? - D y0 - Das (A&.: 1. Zoning requirements: (side yards and number of permitted living units). Valuation. ®lO f- p424-7 Plans signed by designer.eGt✓ ,e Proper description of work on application. ,S' Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). ,Y Recorded notice of violation. t Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. 11! Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). 7. F.A.U. & F.A.S. road setback. 8. Building or utilities across lot lines (Record form). F1AOR PLAN: 1. Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). H0 -6A -ex 1�;P—d V-0ory-1 A- Skylights (Section 2409 & 2603.7). ,5: 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, receptacles, and exterior receptacles for maintenance of mechanical equipment. 9. Location of water heaters, heating and cooling gqu�ment: other electrical or gas equipment. �� 0—zt) Garage firewall, door size and closer (Section 302.4). C c� Minimum of one 3'0" exterior door (Section 1004.6). ,lU2' Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). .L4"� Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). t Standard bracing or engineered ojgD (Section3). 3. Clerestory requiring balloon framing and/or engineering. 4. 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. l z 10. Fireplace construction details and Calc. if necessary. 2 x to r 1GgQ ZX TGarage door and/or porch header sizes. 2. Stud heights. 13. Adobe soils - special foundation design: 14. Retaining walls requiring design. 15. Special Inspection requirements. 16. Header size. SSheetrock nailing inspection required? July 1996 3.2 XTCf'VT T AV. OU S rEEMS TQ A OUT FOR* Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). ,3� Brick or stone veneer (Section 1403). w ' Exterior plaster - weep screeds (Section 2506). L/ Proper roof pitch for roof covering (Section 1501). Y 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). „12' Attic access and ventilation (Section 1505). ,13' Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. 7'16� dCCe"6' Flashing at all exterior openings. C.D.F. responsible area requirements. July 1996 3.3 _ PRC' lECT PRSOCESSINC; RFr.ORD APPLICANT: A-MOWNER: a PERMIT #: - Z007' A. P. WORK DESCRIPTION: DATE DESCRIPTION OF STEP q ,d • 1 � � � c. Q.Q. `�-�-2�rn.� r1.o�- � -- ,�,a..�-.�.�--4 rev-c�.� r�-�-� �r�. �`�-rn �Yl�: ���� • �t44- -ham,- jyl,Y. . C►4wt�i v ••s. q q Ulna -! "Irr, IONt� , 1 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION d 7 COUNTY CENTER DRIVE -OROVILLE, CA 95965. 1'999-101037536 Recorded Official Records. County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 12:46PM 31 -Aug -1999 REC FEE 7.00 CONFORM .00 PENALTY 3.00 Fay Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required 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: I_loili IZ,VZiZ,fi f—Hi A right of way and public utilities easement as shown on that certain Map filed in the Office of the Recorder of the County of Butte, State of California, on August 5, 1998, in Book 144 of Maps, at Page(s) 49, 50 and 51, referred to herein. Parcel 2, as shown on that certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on August 5, 1998, in Book 144 of Maps, at Page(s) 49, 50 and 51. Date State of California County of [3(A On k-jl—. Da n Anire-as rM Sh G cU n SCI rea n, ptersona y appeared ersonallyj known to we (or proved to me the is of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that be/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WTTNESS.my hand and official seal „ Signature Seal: OFRM4L SEAL �. •w`. SUSAN A. JOHNS NOTARY PUBLIC-CAUFORNM .. A.P. # �y�- �i`f D' Dais 0 SUrMCOUMY + Mr Fes. Joh► 12.,a0ffi AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 (� 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 1 999-101038792 Recorded Official Records CountyBUTTE f CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:56AM 10 -Sep -1999 REC FEE 7.00 CONFORM .00 Myles Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT 1 FOR RESIDENTIAL DEVELOPMENT Af Section 26-8 of the Butte County Code required 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: LOT 257, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT 14", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, JULY 15, 1971 IN BOOK 38 OF MAPS, AT PAGES 37, 38, 39, 40 AND 41, INCLUSIVE. EXCEPTING THEREFROM ALL MINERALS, OIL,GAS, ASPHALTUM AND OTHER HYDRO- CARBON SUBTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF 11`='THE''r1LAND HEREIN DESCRIBED, AND THAT NO DAMAGES SHALL BE DONE TO THE SURFACEOF SAID LAND. Date 9 � 19q, PROPERTY OWNERS' Sarah Anderson State of Californi County of IJ L4 On V l� pefore me, �,-�0a UEEV152- o-t-e�. vo PUP] personally appeared Y4 rde r Syr personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(soi&rre subscribed to the within instrument and acknowledged to me that he/ i�Wthey executed the same in his/Wtheir authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hanan ffsgiaWal,, A Signature CA.P. #�C9 -A- AAAAAAAA- Seal: DEENA MUNOZ as COMM. 11218299 NOTARY PUBUC-MFORNU Co COUNTY OF BUTTE Comm. Expires May 6, 2003 FOX CompElpy 3995 Olive FTighway, Oroville CA 95966 -916-533 2730 % 916-533-1825 FAQ, Lic. #305365 C-109 G167 C-2% C-36, C-43 1 2. 3. 4. 5. 6. 7. 8. .9. 10. 11. 12. 13. Residential Fire Sprinkler with Pump &Holding Tank Sprinkler Head Spring Loaded Check Valve Gate Valve 3 -Way Globe Valve 3001b Gauge 2 Pole Flow Switch Alarm Bell Drain Ball Valve Spare Head Cabinet Booster Pump Pressure Switch Pump Control / Low water Contr Holding Tank 9 FOX Company 3995 Olive Highway, Orme CA 95966 -916-533 2730 1.9j6_5_ -;,;_j g25 FAQ LiQ #305365 C-10, G162 C-2% C-362 C-43 1. 2. 3. 4. 5. 6. 7. 8. .9. 10. . 11. 12. 13. Residential Fire Sprinkler with Pump &Holding Tank Sprinkler Head Spring Loaded Check Valve Gate Valve 3 -Way Globe Valve 3001b Gauge 2 Pole Flow Switch Alarm Bell Drain Ball Valve Spare Head Cabinet Booster Pump - ' Pressure Switch Pump Control / Low water Control Holding Tank Low Flow Residential Pendent and Recessed Pendent Glass BulbAutomatic Sprinklers Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Pr®duct Description The Central Model LF Residential Pendent and Recessed Pendent Sprinklers have the ability to cover large areas with very low flow and pressure requirements. This, combined with the aesthetics of the recessed glass bulb design, provide a sprinkler that is attractive and cost effective. The Model LF is Listed for both 1550 and 1750. The 1750 Listing can accommodate ambient temperatures up to 150°F. This is an advantage in areas where high ambient temperature is expected. The Model LF is Listed for up to 8" below the ceiling which can provide a significant advantage when - encountering ceiling obstructions. Please note the flow changes slightly for installations over 4" up to 8" below the ceiling and for the 1750 temperature. The Centra Model I -F Automatic Sprinklers incorporate the latest in glass bulb technology, which results in a much smaller more attractive sprinkler. The operating mechanism consists of a liquid -filled quick response frangible capsule that is only 2.0 cm in length. The Model LF Automatic Sprinklers are intended for residential applications in accordance with current NFPA 13, NFPA 13D and NFPA 13R Standards and Central's Residential Installation Guide. Operation: The glass bulb capsule operating mechanism contains a heat - sensitive liquid that expands upon application of heat. Upon reaching the rated temperature, the frangible capsule ruptures thereby releasing the orifice seal. The sprinkler then discharges water in a pre -designed spray pattern to control or extinguish the fire. Technical Data Model: LF Style: Pendent and Recessed Pendent Escutcheon: Model GB Res./OR Wrench: GB -20 (Part #1125) Orifice Size: %" (9.53 mm) K -Factor: 3.0 Thread Size: 1/2" N.P.T. (12.7 mm) Temp. Ratings: 155017/680C 175°F/79°C Approvals: U.L., cUL Maximum Working Pressure: 175 psi Factory Hydro Test: 100% at 500 psi Standard Finishes: Sprinkler: brass, chrome plated, white and off-white painted Escutcheon: brass plated, chrome plated, white and off- white painted Length: 21/6" (5.39 cm) Width: 13/,6" (3.02 cm) Weight: 21/2" (70 grams) No. 4-4.0 Figure 1 Model LF Pendent (bottom view) f � • � f 1 1 Face of Reducing Coupling 2 1/8' 1 11h6- (54 mm) (42.9 mm) Ret. e` 1 3116• (30.2 mm) _I r Diameter Note: Central's Model 65 or 401 escutcheons may be used. When using Central's Model 65 ceiling escutcheon, the face of the reducing coupling should be '/e" ±'/.e" below ceiling line. LF 3/e" Residential Extended Pendent Sprinkler Design Requirements 155°F and 175°F Deflector distance extended 4•' to 8" below ceiling. 399 Escutcheon Minimum Design Flow Coverage; ! Two or More Area One Sprinkler i Sprinklers 12' x 12' `. 11 GPM (13.4 psi) 8 GPM (7.1 psi) 14'x 14' 12 GPM (16.0 psi) ; 9 GPM (9.0 psi) 16'x 16' 14 GPM (21.8 psi) 10.5 GPM (12.3 psi) 18'x 18' 14 GPM (21.8 psi) 12 GPM (16.0 psi) 20'x 20' 16 GPM (28.4 psi) ; 15 GPM (25.0 psi) Deflector distance extended 4•' to 8" below ceiling. 399 Escutcheon Finish Parti Brass 1287 Chrome 1286 White 1288 Off -White 1290 Figure 2 Figure 3 2 LF 3/6" Residential Pendent and Recessed Pendent Sprinkler Design Requirements 155°F Minimum Design Flow Coverage' Two or More Area I One Sprinkler Sprinklers 12'x 12' 10 GPM (11.1 psi) 8 GPM (7.1 psi) 14'x 14' 10 GPM (11.1 psi) 8 GPM (7.1 psi) 16' x 16' j 10 GPM (11.1 psi) 8 GPM (7.1 psi) 18'x 18' j 14 GPM 21.8 psi) 10.5 GPM 12.3 psi) 20'x 20' 16 GPM (28.4 psi) 13.5 GPM (20.3 psi) Deflector distance from recessed up to 4" below ceiling. Installation All Central Model LF Automatic Sprinklers must be installed . according to current NFPA 13, NFPA 13D and NFPA 13R requirements and Central's Residential Installation Guide. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. The unit must be installed in the Pendent position. LF 3/e" Residential Pendent and Recessed Pendent Sprinkler Design Requirements 175°F Coverage; Minimum Design Flow Two or More Area One Sprinkler i Sprinklers 12'x 12' j 10 GPM (11.1 psi)-! 8 GPM (7.1 psi) 14'x 14' 12 GPM (16.0 psi)! 8.5 GPM (8.0 psi) 16'x 16' 12 GPM (16.0 psi) 8.5 GPM (8.0 psi) 18' x 18' 15 GPM (25.0 psi) 110.5 GPM (12.3 psi) 20'x 20' ; 16 GPM (28.4 psi) : 13.5 GPM (20.3 psi) Deflector distance from recessed up to 4" below ceiling. Step 2. Use only a non -hardening pipe joint compound or Teflon' tape Apply only to male threads. " Teflon is a trademark of the DuPont Corp. Step 3. Install the sprinkler according to the dimensions shown in the installation diagrams on page two. Install the escutcheon skirt onto the sprinkler prior to its engagement into the reducing fitting. For recessed applications, do not use the push -on escutcheon plate to hold the unit in position. The sprinkler will only function properly when anchored to the building structure. Step 4. Hand tighten the sprinkler into the fitting. Then use a Central GB -20 Wrench to tighten the unit into the fitting. A leak -tight joint requires only 7 to 14 ft. -lbs. of torque; a tangential force of 14 to 28 lbs. delivered through a 6" handle will deliver adequate torque. Torque levels over 21 ft.-Ibs. may distort the orifice seal, resulting in leakage. GB -20 Sprinkler Wrench (Part #1125) Caution: Special care must be taken when installing sprinklers with a CPVC system. Sprinklers must be installed after the manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. Special care must be taken when installing with a copper system. . Sprinklers must be installed only after the inside of the sprinkler drop and associated fittings have been wire brushed to remove any flux. Residual flux can cause corrosion and in extreme cases can impair proper sprinkler operation. Care & Maintenance Sprinklers must be handled carefully. They must not be trans- ported or stored where ambient temperature may exceed 100°F/ 38°C. For best results, store them in a cool, dry loca'ion in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers should never be painted, coated, plated, or altered in any other way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must.be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA standard 25 entitled, "Inspection, Testing and Mainte- nance of Water -Based Fire Protec- tion Systems", contains guidelines and minimum maintenance require- VW •�;Yi �'. '�t�Jj'1N�' Caution: Special care must be taken when installing sprinklers with a CPVC system. Sprinklers must be installed after the manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. Special care must be taken when installing with a copper system. . Sprinklers must be installed only after the inside of the sprinkler drop and associated fittings have been wire brushed to remove any flux. Residual flux can cause corrosion and in extreme cases can impair proper sprinkler operation. Care & Maintenance Sprinklers must be handled carefully. They must not be trans- ported or stored where ambient temperature may exceed 100°F/ 38°C. For best results, store them in a cool, dry loca'ion in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers should never be painted, coated, plated, or altered in any other way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must.be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA standard 25 entitled, "Inspection, Testing and Mainte- nance of Water -Based Fire Protec- tion Systems", contains guidelines and minimum maintenance require- ments. Furthermore, the local Authority Having Jurisdiction may have additional regulations and requirements for maintenance, testing, and inspection that must be obeyed. It is recommended that sprinkler systems be inspected regularly by a qualified inspection service. Length of time between such inspections can vary due to accessibility, ambient atmosphere, water supply, and site activity. Do not attempt to reassemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibiting corrosion or damage; always use new sprinklers of the same type and temperature rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered the original configuration, additional sprinklers may need to be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protection system from service. Be certain to secure permission from all Authorities Having Jurisdiction, and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. ©1996 Central Sprinkler Company Printed in U.S.A. To remove the system from service mode, first refer to the system operating guide and valve instruction. Drain water and relieve pressure in the pipes. Remove the existing unit and install the replacement, using only the special sprinkler wrench. Be certain to match model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immediately. Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corrosive elements of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail minimum replacement requirements and regulations. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of 'shipment. Please refer to the current Price List for further details of the warranty. CENTRAL IMMMMMM� Central Sprinkler Company . 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar 0.0703 kg/cm2 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. LF PEND.2 Grinnell 0 W :J Q W N Z O cc M Bronze Spring Loaded Check Valve %"-2" Figure No. 3600 w/Teflon Disc. Figure No. 3600SJ w/Teflon Disc Figure No. 3615 w/Buna-N Disc Figure No. 3615SJ w/Bunn-N Disc 125 PSI Saturated Steam, with TFE Disc Buna-N Disc Rated at 250 PSI 250 PSI Non -Shock Cold Water, 011, or Gas Fluid Pressure, Non -Shock W.O.G. 25 lure No. 3600 lure No. 3615 Threaded Grinnell check valves may be installed in vertical lines with upward flow or in any intermediate position. Do Not Use For Reciprocating Air Compressor Service. Do Not Use as a Footvalve. ON Figure No. 3600SJ Figure No. 3615SJ Copper to Copper 'tlis.U1� T R@5c11�1en45��LL4(���''n`,ti==,,Dl£c:�=� .. M .✓i�.,.te�<. • . a��!a i �-C�_:�1Fr^'�*��Y��l��'�i{Y' ��� � �M�� �R{�IW � - �i ux .. _ a�eril Li§4 DiFnensiohs — Welghts Nominal Size Part Specification 1. Body -Bronze ASTM B-584 Alloy C84400 2. Stem Stainless Steel ASTM A-582 Alloy S30300 3. Spring 316 Stainless Steel 4. Disc Holder Stainless Steel Type 301 S. Disc Teflon, Fig. 3600 SA. Disc Buna-N, Fig. 3615 6. Seat Ring Teflon 7. 8. Seat Screw Body End Stainless Steel ASTM A-276 Alloy S43000 Bronze ASTM B-584 Alloy C84400 Nominal Size Dimenslons A )prox. Net Wt. Fig. 3600 Approx. et Wt. Fig.3600SJ A B 2/6 2 12/6 .4 .4 '/2 Vir. 13/e 13/16 .4 .4 2/4 21/4 15/e 15/1e .5 .5 1 25/e 2 V/2 .8 .9 1'le 21S/�e 23/6 1"/16 1.2 1.3 1'12 35/i6 2314 2 1.6 1.9 2 33/4 33/925/16 2.4 2.7 Figure No. 3010 125# Bronze Gate Valve 1/4"-31" Figure No. 3010 SJ 125# Bronze Gate Valve %'1-311 125 PSI Sailturated Steam,'200 PSI Non -Shock Cold Water, Oil, or Gas Rif Ing Stem' open t I Figure No 3010 Threaded Figure No. 3010SJ Confornis to Federal Specification: WW -V-54 Class A, Type 11 & MSS -SP -80 Copper to Copper Screwed Bo6ei Rising Stem Solid Wedge Disc" A Material List Dimensions_Wdlghl's cin I nneu 9. Body _Bronze ASTM B-62 10. Wedge Bronze ASTM B-62 Nominal Size 21,f Part Specification 1. Han&hccl Nut Zinc Plated Steel with A I *Clear Chromate 1"/16 111116 L 2. Iderillflall,ri -Plate Aluminum 11s1,6 1,6 3. Hanbwheel luminum ASTM e-85 Aluminum 2%6 Alloy A038M 1 4. SterA Silicon Bronze ASTM B-371 1 15/16 1'/. 15N 113/1s 115/16 1.7 2.4 3.3 5.0 6.5 15.0 Alloy C69400 or B-99 25/o 2"Is 8'/8 913/16 Alloy C65100 H04 Vhs 5. PackIng Nut Bronze ASTM B-62 or 41/6 4'/2' ASTM B-584 Alloy C84400 6. PacklIng Mind Bronze ASTM B-62 or ASTM B-584 Alloy 084400 or ASTM B-282 or B-16 7. 153COng Non-Asbp�_stos/Graphite/ Aramid Fiber 8 BonAell Bronze ASTM B 62 9. Body _Bronze ASTM B-62 10. Wedge Bronze ASTM B-62 Nominal Size 21,f Dimensions A rvl. wept wt. Fig. 3010 .6 .7 1.0 A prox. ;t wt. Fig. 3010S.1 .6 .9 1.5 2.1 3.1 4.7 9.4 13.3 A B . C 11/16 1"/16 111116 45A 45!6 Il't 11s1,6 1,6 471e 3/4 'Yo 2%6 613116 1 2he 71/32 1 15/16 1'/. 15N 113/1s 115/16 1.7 2.4 3.3 5.0 6.5 15.0 I 'J4 1112 25/o 2"Is 8'/8 913/16 2 Vhs 119/1t 1451i4 161/2 2'12 3 41/6 4'/2' 4 1/4 Inch Central Sprinkler Company_ 451 North Cannon Avenue. Lansdale, Pennsylvania 19446 Product Description The Central Model F17 3 -Way Bronze Globe Valves are designed for general service as shut-off. throttling. or drain valves. The Central Model F17 3 -Way Bronze Giobe Valves provide positive shut-off under normal operating conditions. They are recommended for.water service only. The Central Model F17 3 -Way Bronze Globe Valves are of cast bronze construction in strict accordance with ASTM B-62 specifications 85-5-5-5 for superior 2.45 r corrosion resistance. The hand wheel is manufactured from cast iron materials to meet or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-126, Class B Standards. The Central Model F17 3 -Way Bronze Globe Valves are rated with cold water at 200 psi, non -shock for cold water service, and are tested twice. air under water for consistent quality. The Central Model F17 3 -Way Bronze Globe Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non -Domestic) 1.69.— =—. 30Way Bronze Globe ValZiff ves Bill of Materials Item Description Material Specification 1 Body Bronze ASTM B-62 2 Hand Wheel Cast Iron ASTM A -126-B 3 Hand Wheel Nut Steel Commercial 4 Packing Non -Asbestos Commercial 5 Packing Gland Brass ASTM B-16 6 Packing Nut Brass ASTM B-16 7 Stem Brass ASTM B-16 No. 27.3.0 mmircirn 7*JcW11WmL1NH. aantyd'x 1 800 854-1015 • FIRE SPRINKLER PRESSURE GAUGES I . U.S. GUAGE, AMETEK * Use on wet or dry sprinkler systems Solld brass backed! • 114 ANTP•LM brass fitting; 3'/z" diameter • 300 !b./sq. In. Capacity ioo xQa ' , Ys psi zts sa isa 30o &LISTED APPROVEC VSR-SF POTTER VANE TYPE WATERFLOW e AOR SMALL PIPE ALARM SWITCH WITH RETARD Potthr Ehwftic Signal Company Potter Electxle Signal S Mfg. LTD 2081 Craig Road • P.O. Box 28480 1967 Leslie Street St. Louls, MO; 63148-4181 Don Mills, Ontario, Canada M302M3 (314) 878.4321 6 (800) 325.3936 (416) 441.1833 .y . - t STK. NO. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. The Modsi van -el, Is a vane type waterflow switch for use on wet sprinkler systems that use 1', 1 1/4', or 1 1/2" pipe size. Th6 unit may also be used as a sections) waterflow detector on large systems. The unit contains two single pole double throw snap cotton switches and an ad)ustable pneumatic retard. The switches are actuated when a Now of 10 gallons per mhute or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the soleoted retard p xlod. INSTALLATION: These devices may be mounted In horizontal or vertical pipe. On horizontal pipe they should be Installed on the top side of the pipe' where they will be accessible. The units should not be Installed Within 8' of a vatve, drain oY. fitting which charges the direction of the wetOrflow. The unit has a V NPTibnehing for threading into a noncorroafve TEE, See FIg. 2 for proper TEE size, type and Installation. Screw the device Into the TEE fitting as shown InFlo. 2. Carsmustbetaken to properly orisn' the device for the direction of Waterflow. UL, ULC, C8FM LISTE=D and NYMEA ACCEPTED Servlos Proseura: Up to 250 PSI minimum Plow Rate for Alarm: 10 GPM Maximum Burg*: 18 FPS Emlosurs: Die-cast, red enamel finish, Cover held in place with tamper resistant "Owe Contact Ratings: Two seta of SPDT (Form C) 15.0 Amps at 1251250 VAC 2.0 Amps at 0-30 VDC Condult Entnamoss: Two Knockouts provided for 1/2' conduft Usags: Listed Plastic, Copper and Schedule 40 Iron Pipe Fite pipe sizes - 1 1 1/4', and 1 1/2' Note: 8 paddies are tumished with each unit. one for each pipe size of threaded or sweat TEE, one for 1' CPVC, and one for 1 1/2' polybutylene (CTS -Copper tubing size) Environmental SpeelNcations: Suitable for Indoor or outdoor use with factory Installed gasket and die-cast housing NEMA 4 Rated Enclosure • use with appropriate conduit fitting Temperature Range: 40' F/120° F (4.5° C/49° C) Caution: This device Is not Intended for applications In explosive environments Service UN: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NEPA-13R National Fire Alarm Code NFPA-12 Optional: Cover Temper Switch, order Stk. No. 0090018 The vane must not rub the Inside of the TEE or bind In any way. The stern should move freely when operated by hand. The device can also be used In copper or plastic pipe kwt& adom with the proper adapters so that the specified TEE fitting may be installed on the pipe run. INSPECTION AND TESTING: Check the operation of the unit by opening the Inspector'tset valve at the end of the sprinkler Nne or the dr& And test oomatlon, If an Inspector's test valve is not provldsd. If there ars no provisions for testing the operation of the flow detection device on the system, epplleal)an of the V8R-9F Is not rwx mronded or 'advisable The frequsnoy of the inspection and testing and Its aesoolated protective monitoring system should be In acmdanoe with the applicable NFPA Codes and Standards and/or authority havlrg jurtadictton (manufacturer recommends quarterly or more frequentt4. CAUTION: There are 8 paddles furnished with each unit. These paddles have raised lettering that shows the pipe size and type of TEE that they are to be used with. The proper paddle =1 be used. The screw that holds the paddle must be securely tightened. PRINTED IN USA MKT. 064100M • REVI PAGE t OF MFG. #9400802.3/09 BELLS (b,poTTER PBA-AC & PBD-DC Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street St. Louis, MO 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-4321 / (800) 325-3936 (416) 441-1833 UL LISTED, FM APPROVED 6" BELL SHOWN Sizes Available: 6", 8", and 10" Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -40° to 150°F (outdoor use require weatherproof backbox) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar, or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" square electrical box for indoor use, or on a model BBK-1 weatherproof backbox for outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) TYPICAL dB 0 10 FT. MINIMUM d8 ® 10 FT. 6 12VDC PBD126 1706012 .12A 85 75 8 12VDC PBD128 1708012 .12A 90 75 10 12VDC PBD1210 1710012. .12A 92 75 6 24VDC PBD246 1706024 .06A 87 75 8 24VDC PBD248 1708024 .06A 91 79 10 24VDC PBD2410 1710024 .06A 94 79 6 24VAC PBA246 1806024 .17A 91 75 8 24VAC PBA248 1808024 .17A 94 75 10 24VAC PBA2410 1810024 .17A 94 75 6 120VAC PBA1206 1806120 .05A 92 82 8 120VAC PBA1208 1808120 .05A 99 82 10 120VAC PBA12010 1810120 .05A 99 85 Weatherproof backbox model BBK-1 Stk. No. 1500001. Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is •30° to 150°F. 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation PRINTED IN USA MKT. #8850001- REV K PAGE 1 OF 2 MFG. #5400776 - 4/94 Ball Valves Standard Port 150 PSI Saturated Steam 400 W.O.G. Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 E� Product Description The Central Model F19 Ball Valves are recommended primarily for shut- off service or throttling flow where desired. Central Ball Valves are of high-quality construction and are rated at 150 psi with saturated steam, 400 psi.with water, oil or gas, non - shock, well in excess of normal operating requirements in fire protection service. The Central Model F19 Ball Valves are constructed of forged brass which ensures that there are no pin holes which may occur in alternate processes. A large port size ensures good flow characteristics. Teflon' seats ensure smooth operation under normal operating conditions. Each Ball Valve is tested twice with air under water to assure consistent quality. Central Ball Valves include a vinyl covered handle for a comfortable, smooth grip. (Mfg. Source: Non - Domestic) Ball Valves Dimensions (inches) Nom. Size A B C Bore Size (D) '/4" 1.65 ` 1.50 3.31 0.320 '/z" 1.90 1.60 3.31 0.396 3/4" . 2.20 ' 1.70 3.31 0.591 1.1 2.64 2.01 4.65 ' 0.787 1'/4" 3.00 2.17 4.65 1.050 1'/z" 3.35 2.60 5.28 1.260 2" 3.82 2.80 5.28 1.500 'Teflon is a trademark of the DuPont Corp. No. 27.4.0 Sprinkler Head,Cabi'net Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 EDProduct 'technical Description il Data Central Sprinkler Head Cabinets are constructed of a metal enclosure with a triple -hinged cover designed to provide on-site storage of an emergency supply of sprinkler heads and a sprinkler head wrench. NFPA 13 requires a representative number of each type of sprinkler head used in a sprinkler system to be _ stored in a cabinet on-site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. _Central Sprinkler -.Head Cabinets are manufactured of heavy gauge steel with knock -outs to accommodate either 1/2" or 3/4' N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in six (6) or twelve (12) head capacity. Model: Sprinkler Head Cabinet Style: 6 head or 12 head Standard Finish: Red enamel Mfgr. Source: Non-domestic Capacity: 6 sprinkler heads 12 sprinkler heads Dimensions: -6 head - 5" high x 14" long x 3 1/4" deep 12 head - 5" high x 14" long z 4" deep Weight: 6 head - 2.3 lbs. 12 head • 3.5 lbs. e 10/04i'1939 19':42 5303430926 Fil U� it r TIM 3ESSER WELL Dr IL PAGE 02 EXPERIENCE THE Ai�RM4TOR� ADVANTAGE! FEATURE BENEFIT �t:. �:. Widest range of GPM and HP Selection of pump models ratings available in the industry to fill ALL of your needs vrecislon Muldvd Thermdx4g) Strong, r .nrrnsion Resistant Discharge Heaa �ar� Load MOO Built-in Thermax@ Check -Valve Positive Sealing, Non -Spin Design (StAncinrd un ull modsls) Lubricated & Sealed Seal keeps out sans, Luoricailon...: Tnn "Asir ia" Rrnrinn I. fgvpnts failure in dry run and gaseous well site iations = Precision Molded, High Impact . Superior Sandhandrng and' _ Thermax® Impellers "float" in Dry Run Capabilities. - c.tiff'ubcr, stages fitted with No Shims needed hPrPi - ," y stainless steel wear rings Thermaxs Cable Guard Protects Motor Leads 9tainlbee steel hardware and Rtrnntg and GorroSion Resistant ;I precision machined pump shell Precision Molded Thermaxo) Strong and Corrosion Resistant Mntor Bracket with screen that prevents debris with built-in suction screen from entering pump.:,:.. All Aermotor pumps are driven by two or three wire Reliable, corrosion resistant, Franklin Electric internationally recognized water -lubricated motors submersible motor built to with thermal overload and NEMA standards and UL approved:,.:. .. built-in Lightning protectionTkn 4W OmerchiftCll g r �4 343.95 $hop 10:'04/1999 1S:42 5=03430924 TIM 3ESSER WELL DRIL PAGE 03 AffmtmTim Bsa»r Welt DNiNn� 22 & 25 GP +oCC;�AN� 4" Submersible Pum 22 GPM PUMPING CAPACITIES IN GALLONS PER MINUTE AT INDICATED DISCHARGE PRESSURES IN POUNDS PER SIX INCH MODEL I H.P. 114 NPT DISCHARGE DEPTH TO WATER IN FEET HEAD .::?:: L NUMBER P,S,t. , 20 40 5D tl0 100 125 150 175 200 225 1 250 •275 3D9 350 400 459 5D0 FEEY w 22-180 8-STG) H.P. 1'i+' MPT DISCHARGE DEPTH TO WATER IN FEET j SHUTOFF � NEAO 20 rr^� 25.8 24,1 220 18.8 142 M I 25-75 3114 _ 90 i2S.7123.7 21.5119.5 14.7 114 I �? 1 40 25.4 23.5 21.2 18,5 15.2 234 b0 13D 80 .54 123.3 21.0 18.0 14,3 60 F20.5LIL.7 L35 - 1 .i 25 CIPM PUMPING CAPACITIES IN GALLONS PER MINUTE AT INDICATED DISCMARGE PRESSURES IN POUNDS PER K. I1SCr1,: _ MODEL H.P. 1'i+' MPT DISCHARGE DEPTH TO WATER IN FEET j SHUTOFF � NEAO NUMBER _ PSI 20 40 80 90 100 J 125 1160 1 ITS x200 225 250 270 1300 1350 1400 450 1500 ; FEET ]KO- I 25-75 3114 M20 29.5124.0 18.4 30 28.8 22.5. j 16.0 114 I �? 40 21.5 14.51 i ! I b0 13D 80 20 34.0 90.8 27.0 22.5 I 25-100 (8-9TO) 1 30 ;ii.0 Mt u xo.5 2.1.0 i -.- I 20e I WiHA 11 uin, AD •295 25.3 20.-5 . i i0 31.6 . n „ fl. 19n�... I 130 20 i 33.5 31.0 27.3 23,5 19,0 33.0 30.3 28.6 23,8 19.8 f� 2§4 I 1 t �� mm� nn nnn nnn } i ?A4 iA1. ) 4nn 32. 30.8 27.5 '80 29.0 26.3 23-3 _ I (14-STQ) I I 2 20 r 31,2 •27.0 24.3 20.5 17.3 � n P7 f. Pa t P1 0 1',25-20b 30.3 27.8 24.8 21.3 17.3 29.8 27,9 24,9; 21.5 17.629.J 27.8 RG,Q ELI: - ----------- 360 156. I-: I; I.. • . I• - � SHUTGFF MODEL I H P4",T DISARGE DEPTH TO WATER IN PEET HEAD; _ I:.t .. NUMBER r_i_in t1i inn iii 9fi 5' i 1 , ifin MO TOP , FEFT I f in iv -1 749. ?An ITA I i 30 _ 27 8 26.0 23.0 20,5 25-300 - i 3 140 _ QH.Q 27.0 233 21.5 17.8 490 2'; • f (19-tilu� 50 T 28,0 126.5 22.5 21Z 17,8 t3 $Tiij I S In _ 34.7.33.8 32,5 29.t 25.0 22,0 t 8.5 14.5 62a , 3; f i i 34 8 33 52.8 31.5 29.3 26.8 23.0 120.5 16,8 34.9 33.9 1.7 30.5 g.0 '25,3122.31 18.5 14.$ JUNE, 1980 Supersedes page P3 PUMPTROVI PRESSURE SWITCHES Dated 3/76 TYPE FSG I MORE ABOUT THE PUMPTROL PRESSURE SWITCH WITH FORM M4 LOW PRESSURE CUT-OFF The Class 9013 type FSG Form M4 switch includes all the features of the standard type FSG Pumptrol pressure switch. In addition, the Form M4 low pressure cut-off feature aids in preserving the life of the pump. When pressure in the system drops to approximately 10 P.S.I. below the set cut -in point for any reason, such as a low water condition, the switch will open to tum off the pump.* When the condition has been relieved, the manual lever is turned to the start position and, if pressure is restored while holding there, the switch resumes normal operation. . The Form M4 manual lever also has an off position for com- plete pump shutdown. IMPORTANT: The cut -in point must not be set lower than 19 P.S.L. consequently, the cut-out point on rising pressure must not be lower than 30 P.S.I. Electrical Ratings — See preceding page. NOTE: Form M4 is not available on FYG types. *Example: Switch set 20-40, low water cut-out = 10 approx. Switch set 30-50, lows water cut-out = 20 approx Switch set 40-60. low water cut -cwt = 71, appiox t SW �. 1 Type FSG. Form G5 M4 (Showing Combination of pilo, Light and Low Pressu,e cut -on ModiffCatronS) FOR PRICES AND ORDERING INFORMATION SEE PRECEDING PAGES —IN a� SWING RADIUS IS 2.25 IN. Type FSG-2.r-orm AN UNDERWRITERS LABORATORIES LISTED Squnne D COMPANY 2.78 71 2.05 _ _ 1.39 52 35 }' Dual Dimens.:•: , W(:1-" lb/b4/1`jY:J 1'J:42 !3j0j4ju1J24 I1M btbbLh,' WILL VXIL I-,Aut u4 lim lfewatar 811 CMM 959tSheet No. 1 °1ii.iJ• u�l,lr� :. GI/l8 i. Pr.o essi0na1S' Choke Supur5duets u 3. I;.. - - -- L II �'I II :iii yy � ��I� I •��i 111 '�• 11 'lu ��: �`I-'I� � �,� l �® �,��'���'�II�I.I�''I•�..:II•• � '-� }_ _.-. _-.�.-_a—_. .. ........ u : ' .:. .. �. +.n.. . Lv I ::j :: _ . • L.o:1 •. Ltil : � Lam... -3.a. ':�,+ •_. -_ .vws•....-��.�• -.. ter..- � .,:: `' • r.. 1ORDER NUMBER •'WP.IGHT•(LBS) GALLONS DIST PRICE 1 THRU 7 . • 8 •THRU 14 15 & UP 4-2T -V 71 42 $201.00 1.1A 111?1;-v 42$ -V 7q1 422 215.00 Rt e V 20 60 0 12 331 1 4/i 458.'UU Hu 78 6 791/2 7 241/41'2 30v - 2. :1.99 42 7? ne,■t 191P LH I W1UUUVrv1 36 9110 22o, --VW 303. 220 •. 1047W0,0 SHEET IN GENERAL SECTION ;41.5 -VW •416 315 T=' 4: 000:4 t'0 �0 000 14 no 1 ' 09Fro.uu nAnnl rn (PER PAIR} 90", 38" & 43" �� tic))IEAT`DUTY `:.(PER:PAIR SAbDLE 30", 36" 3 42" 198.25 VERTICAL COMBS TANKS. ' Iti=RTfra f TAAiirg I,VCOi'CnJV TAMMO 4IC17TIOAL on 1 torm-omrAL !j� FIG�1 f•'I NPT PLUG 1' /ti NPT C i I• I: • I il, Ma -r. :.k E 4. NPT D 4. j S2 �2S 1 D 220 -VV'! A is 315 -VW 525•C AM.%Vw: 900-C Dimnnailsne in Lashsa •(�'f•` UHUIaH IIJIY msIm!1' Drwwll�a l,,. sewi,va . q I as C. . v' r. 42TV .16 48 51. 12 26. 1.1A 111?1;-v p0 in q:wj R 17 ' 1'L,' Rt e V 20 60 0 12 331 1 4/i x'220 -VW 315 30 66 36 66 78 6 791/2 7 241/41'2 30v - 2. -VW 480S -VW ..', Mr%I., rl alar. 42 7? ne,■t 191P 87 71/z AmIAf.?Q Ane 36 9110 .i 1Cr 10-JM®RR I° u II J h: I 900=G - 4'2 144 161 .4 9 14 36 3 1. 11l�t.-T.^.r•rrl•rP! :deaf. �� ,^,a!• ar•? ' 900 aal• a+c: 1 i.-��rT •, ! . ,: r:ne drnwinp Fnr nthnr nnlirl ni�nn �;�'�> • r TO 0WANOC WITI (OUT NOTICE. r.Q.D. 41rIIrnino POINT :,.' :•.;'. TCERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R --------------------------------------------------------------------------- Project Title: ANDREASON 3418n (BASE CASE) Run: 068 23 -Aug -99 Project Address: PARCEL 2# CAPERS CT. ANDREASON 3418n (BASE C CHICO, CA. 95978 Building -Title: ANDREASON 3418n (BASE CASE) Building Permit # Document Author: BOB METZGER O.D.S. Telephone: 530-342-6988 OR 865-9688 Plan Check / Date Compliance Method: CALRES2 1.34.00 Climate Zone• 11 GENERAL INFORMATION Field Check / Date Conditioned Floor Area: 3418 ft2 Average Ceiling Height: 8'8" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 310 deg (West) Glazing Area, % of Floor Area: 15.3% Average Fenestration U-Value:0.74 Average Fenestration SHGC: 0.73 Number of Stories: 2 Number of Dwelling Units: 1.00 Floor Construction Type: Slab on grade BUILDING SHELL INSULATION Cavity Sheathing Component Insul Insul Total Assembly Type R -value_ R -value R -value U -value Location/Comments Wall 13, 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Wall 13 0. 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Floor 0 0 1.38 0.722 Grade Floor 0 0 3.38 0.295 Grade Ceiling 38 0 41.67 0.024 Attic Door 0 -- 3.03 0.330 Unconditioned Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Unconditioned Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Ceiling 38 0 41.67 0.024 Attic Slab Perimeter 0 0 0 0.756 Outside Slab Perimeter 0 0 0 0.507 Unconditioned Slab Perimeter 0 0 0. 0.756 Outside CERTIFICATE OF COMPLIANCE: Residential 4 Page 2 CF -1F, Project Title: ANDREASON 341 Run: 068 23 -Aug -99 ------- ----------------- n BASE CASE) --------------=====Aug=99 FLOOR TYPES AND AREAS Construction-Type-- --Area- lab 108 Yes Grade (ft2) Conditioned? Exterior Conditions/Descripti FENESTRATION Exterior Area ------------------------ Slab 419 Yes Grade Slab 608 Yes Grade Slab 1565 Yes Grade FENESTRATION THERMAL MASS Area Type Exposed? (ft2) None HVAC SYSTEMS Interior Exterior Area U - Shading Orientation ----------------- Standard (ft2) value Panes Window West ----- 93.8 ----- 0.750 ----- 2 Window West 59.0 0.730 2 Window North 63.0 0.750 2 Window East 254.0 0.750 2 Window South 7.4 0.730 2 Window West 20.0 0.500 2 Window South 25.0 0.750 2 THERMAL MASS Area Type Exposed? (ft2) None HVAC SYSTEMS Interior Exterior Overhang Shading Shading and Fins Standard - BugScrn Overhang Standard BugScrn Overhang Standard BugScrn Overhang Standard BugScrn Overhang Standard BugScrn Overhang Standard BugScrn Overhang Standard BugScrn Overhang Thick (in) Location/Comments Duct Location Type Efficiency and R -value - -- - Furnace 0.80 AFUE Attic Air cond. -- central split 10.00 SEER Attic WATER HEATING SYSTEMS Distrib System Name Type ----- Water Heater Name ------------ Water Heater Type --------- # of Htrs Energy Factor volume (gal) 50GALW/H Standard 50GALW/H Storage gas 1 0.60 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fractionyp boiler? boiler pump? - t e --------- 50GALW/H ---- ------`No CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R t Project Title: ANDREASON 3418n (BASE CASE) Run: 068 23 -Aug -99 WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ 50GALW/H 76% -- 40.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. 4. Heating duct register location: Ceiling. 5. Cooling duct register location: Ceiling. 6. Zone 'LVGAREA' has non-standard internal gain of 52595 Btu/day. The standard value for this zone is 45310 Btu/day. 7. Zone 'B/RAREA' has non-standard internal gain of 38675 Btu/day. The standard value for this zone is 25960 Btu/day. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 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, -and Notes section. CERTIFICATE OF COMPLIANCE: Residential Page 4 CF -1R Project Title: ANDREASON 3418n (BASE CASE) Run: 068 23 -Aug -99 DESIGNER OR OWNER DAN & SHAWN ANDREASEN 560 GRAND TETON CHICO, CA. 95973 530-342-3335 Certification #: { Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR BOB METZGER O.D.S. O.D.S. 2231 ST. GEORGE LN. #70 CHICO, CA 95926 530-342-6988 OR 865-9688 &46 Signed Date COMPUTER METHOD SUMMARY Project Title:ANDREASON341 ----------------Page1 ------------------ 8n (BASE CASE) Run: 068 23 -Aug -99 Project Address: PARCEL 2## CAPERS CT. ANDREASON 3418n (BASE C CHICO, CA. 95978 Building Title: ANDREASON 3418n (BASE CASE) Building Permit ## Document Author: BOB METZGER O.D.S. Telephone: 530-342-6988 OR 865-9688 Plan Check / Date Compliance Method: CALRES2 1.34.00 Climate Zone: Field Check / Date 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design ---------------- ---------_------ Space Heating 21.02 Space Cooling 11.69 Water Heating .8.34 Total 41.05 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, I of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units:' Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: BUILDING ZONE Zone Name ------------ B/RAREA LVGAREA INFORMATION Floor Area Volume (ft2). (ft3) 1245 9960 2173 19557 OPAQUE SURFACES Surface Area Type (ft2) Height ' - Zone = B/RARER Wall 285.7 Wall 259.0 Wall 16.0 Wall 36.6 Proposed Design ---------------- 19.68 12.69 7.34 -------- Complies 39.70 Yes 3418 ft2 8'8" ft -in SFD Single Family Detached 310 deg (West) 15.3% 0.74 0.74 1.00 2 Slab on grade 2 29517 ft3 0 ft2 2700 ft2 Type ------------- Conditioned Conditioned U- Insl Total Tru Slr Construction value Rval Rval Azm Tilt Gns Type Location/Comments 0.088 0.088 Vent Thermostat Height Type (ft) CEC_Standard - 810" CEC_Standard 810" U- Insl Total Tru Slr Construction value Rval Rval Azm Tilt Gns Type Location/Comments 0.088 0.088 13 11 310 90 Yes W13.2x4.16 Outside 0.088 13 13 11 40 -90 Yes W13.2x4.16 Outside 0.088 13 11 11 85 220 90 90 Yes Yes W13.2x4.16 W13.2x4.16 Outside Outside COMPUTER METHOD SUMMARY Page 2 C=2R Project Title: ANDREASON 341 _ n (BASE CASE) Run: 06823Aug90 OPAQUE SURFACES continued Surface Type Area U- Insl Total Tru Frame Slr Construction Type --- (ft2) ----- (ft2) value Rval _ Rval -_--_ Azm _-- Tlt Gns Type Location/Comments Floor Floor 108.0 419.0 -- 0 0 -- -- --- 180 --- No ------------ S1ab140E -------------------- Grade Ceiling 1245.0 0.024 38 42 -- -- 180 0 No Yes Slab140C R38.2x4.24 Grade Zone = LVGAREA Wind- 25.3 310 90 Slider Metal OPER/std Attic Door Wall 17.8 237.5 0.330 0.088 0 13 3 11 310 90 No 28x68 -Wood Unconditioned Wall 524.2 0.088 13 11 310 310 90 90 Yes No W13.2x4.16 W13.2x4.16 Outside Wall Wall 149.0 0.088 13 11 40 90 Yes W13.2x4.16 Unconditioned Outside Wall 16.0 525.0 0.088 0.088 13 13 11 11 85 90 Yes W13.2x4.16 Outside Wall 202.0 0.088 13 11 130 220 90 90 Yes Yes W13.2x4.16 W13.2x4.16 Outside Outside Floor Floor 608.0 1565.0 -- 0 0 -- -- 180 No Slabl40E Grade Ceiling 2113.0 0.024 38 42 -- -- 180 0 No Yes Slab140C R38.2x4.24 Grade Attic PERIMETER LOSSES Perimeter Length g F2 Insul nsul Iepth Depth Type (ft) Factor --- ------ R-val (in) Location/Comments Zone = B/RAREA ----- ------ -------- -------------- ------------ Exposed 6310" 0.756 0 16 Outside Zone = LVGAREA Exposed Exposed 3710" 20610" 0.507 0.756 -- -- Unconditioned 0 16 Outside FENESTRATION SURFACES Fenestration Area Tru Open Frame Glazing Charactr Name Type --- (ft2) ----- Azm Tlt Type Type Name Zone = B/RAREA --- --- ------- -------- ------------ F41 F42 Wind Wind 10.0 35.0 310 310 90 90 Slider Metal OPER/std F43 Wind 10.0 310 90 Fixed Slider Metal Metal FIXED/std OPER/std F51 F52 Wind- 25.3 310 90 Slider Metal OPER/std Lll Wind Wind 8.0 10.0 310 40 90 90 Slider Metal OPER/std L12 Wind 10.0 40 90 Slider Slider Metal Metal OPER/std OPER/std L13 L31 Wind Wind 20.0 8.0 40 90 Slider Metal OPER/std BL21 Wind 8.0 40 85 90 90 Slider Slider Metal Metal OPER/std R21 Zone = LVGAREA Wind 3.4 220 90 Slider Metal OPER/std FIXED/std Fll F12 Wind Wind 18.0 18.0 310 310 90 Slider Metal OPER/std F21 Wind 10.0 310 90 90 Slider Fixed Metal Metal OPER/std FIXED/std Comments COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: ANDREASON 3418n (BASE CASE) Run: 068 23 -Aug -99 FENESTRATION SURFACES continued Fenestration Name F22FRTDR F23 F24 F31 L21 BL11 Bll B12 B13 B14 B15 B16 B21SGD B22 B23SGD B31 B32 R11 R12 GLAZING CHARACTERISTICS Interior SHGC Glazing SHGC Glazing Charactr Area Tru U_ Open Frame Charactr Type (ft2) Azm Tlt Type Type Name ---- Wind ----- 20.0 --- 310 --- 90 ------- Hinged -------- WdDr/Div ------------ DOOR/std Wind 10.0 310 90 Fixed Metal FIXED/std Wind 4.0 310 90 Fixed Metal FIXED/std Wind 4.5 310 90 Slider Metal OPER/std Wind 15.0 40 90 Slider Metal OPER/std Wind 8.0 85 90 Slider Metal OPER/std Wind 15.0 130 90 Slider Metal OPER/std Wind 15.0 130 90 Slider Metal OPER/std Wind 18.0 130 90 Slider Metal OPER/std Wind 18.0 130 90 Slider Metal OPER/std Wind 18.0 130 90 Slider Metal OPER/std Wind 18.0 130 90 Slider Metal OPER/std Wind 40.0 130 90 Slider Metal OPER/std Wind 16.0130 90 Slider Metal OPER/std Wind 40.0 130 90 Slider Metal OPER/std Wind 20.0 130 90 Slider Metal OPER/std Wind 20.0 130 90 Slider Metal OPER/std Wind 25.0 220 90 Slider Metal OPER/std Wind 4.0 220 90 Fixed Metal FIXED/std GLAZING CHARACTERISTICS Interior SHGC Glazing SHGC Shade Type Charactr Glazing # of U_ Name Type Panes value ------------ OPER/std --------- Clear ----- 2 ----- 0.750 FIXED/std Clear 2 0.730 DOOR/std Clear 2 0.500 INTER -ZONE SURFACES Comments ---------------- Surface Area Insul Construction Type (ft2) U -value R-val Type Comments ----------- ------- ------- ----------------- --------------------------------- B/RAREA/LVGAREA Ceiling 1064.0 0.306 0 R0.2x4.24 INTER -ZONE VENTILATION Vent/ High Open Vent Vent Type Area Area ------------------------- ----- ----- B/RAREA/LVGAREA CEC Nonclosable Opening 40.0 Height Diff Comments ------------------------------------ Interior SHGC SHGC Shade Type Int Exterior Ext SHGC ------ See notes ---------- Shade ------ Shade Type ---------- Shade 0.765 Standard 0.680 BugScrn ------ 0.757 0.765 Standard 0.680 BugScrn 0.757 0.765 Standard 0.680 BugScrn 0.757 Surface Area Insul Construction Type (ft2) U -value R-val Type Comments ----------- ------- ------- ----------------- --------------------------------- B/RAREA/LVGAREA Ceiling 1064.0 0.306 0 R0.2x4.24 INTER -ZONE VENTILATION Vent/ High Open Vent Vent Type Area Area ------------------------- ----- ----- B/RAREA/LVGAREA CEC Nonclosable Opening 40.0 Height Diff Comments ------------------------------------ COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: ANDREASON 3418n (BASE CASE) -----un• 68 23 -Aug -99 OVERHANGS Fenestration ------------------------- Name Height Width F11 61011 3'011 F12 61011 31011 F21 61811 116" F22FRTDR '618" 310" F23 6'8" 11611 F24 11411 31011 F31 3'0" 116" F41 51011 21011 F42 71011 5,011 F43 51011 21011 F51 61411 41011- '011F52 F52 41011 21011 Lll 51011 210" L12 5#011 2'011 L13 510" 41011 L21 61011 2#6#1 L31 410" 210" BL11 410" 210" BL21 4'0#1 2#011 Bll 610" 216" B12 61011 2'611 B13 61011 3' 0" B14 61011 3 10" " B15 6'0" 310" B16 61011 31011 B21SGD 6'8" 610" B22 41011 41011 B23SGD 6'8" 61011 B31 4'0" 510" B32 410" 5'0" R11 510" 5'0" R12 11411 31011 R21 1110" 1110" FINS Fenestration -------------------------- Name Height Width None Left Fin -------------------------- Exten Dist Fin Fin above to Depth- Height glzng glzing Right Fin -------------------------- Exten Dist Fin Fin above to Depth- Height glzng glzing Above Left Right Depth Glazing Extension Extension 11611 131011 -161511 ----131 711 11611 14'4" 16'7" 71611 5 1411 X13'5" Y 7 1 1111 111711 71611 514" 411111 1311#1 11611 51411 31011 16'611 7'611 41011 411111 1131111 31611 21011 131011 121611 2'611 51411 131611 61611 21611 551411 6111" 1011111 21611 4101' 61111' 131111 1'6" 1101' 1116" 61611 11611 21611 51661' 1 1416611 2'611 21611 11 2916 1216" 1 •2316" 21611 21611 '104161' 1 21611 216" 41011 5361011 21611 11611 6 1316" 121011 216" 11011 3'611 171611 41011 11' 7" 31611 10' 6" 41011 711 31611 11016#' 2'611 11011 321611 61011 20611 11011 2001011 81 611 21611 11011 22'611 151611 21611 11011 21' 011 171011 21611 110" 1410" 2410" 21611 1101' 101611 27'611 10'6" 11411 2110" 1810" 10'6" 1'4" 2210" 1910" 101611 11411 610" 33101' 21611 711 171011 81011 21611 711 51011 201011 2'6" 21411 155'0" 1610" 2'611 11011 61011 271011 21611 51011 111011 412" Left Fin -------------------------- Exten Dist Fin Fin above to Depth- Height glzng glzing Right Fin -------------------------- Exten Dist Fin Fin above to Depth- Height glzng glzing COMPUTER METHOD SUMMARY Page 5 C_2P Project Title: ANDREASON 3418n (BASE CASE) Run: _-068=3-Aug_99 THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments ---- ---- ----------------- ---- ------------------------ - None SOLAR GAIN DISTRIBUTION Fenestration Name ------------ None HVAC SYSTEMS System Name -------------- Zone = B/RAREA GasFurn.80 ACsplit10 Zone = LVGAREA GasFurn.80 ACsplit10 Winter Summer Targetted Fraction Fraction Thermal Mass Comments x Duct Location System Type Efficiency and R -value Furnace 0.80 AFUE Attic Air Gond. -- central split 10.00 SEER Attic Furnace 0.80 AFUE Attic Air Gond. -- central split 10.00 SEER Attic WATER HEATING SYSTEMS Distrib System Name Type Water Heater Name Water Heater Type # of Htrs Energy Volume ------- ------ ------ ----------------- Factor (gal) 50GALW/H Standard 50GALW/H Storage gas ---- 1 ------ 0.60 ___ _ 50 WATER HEATING SYSTEMS MISC System Name ------------ 50GALW/H Solar savings fraction ------------- WATER HEATER/BOILER DETAILS Solar system type ------------ Wood stove boiler? No Wood stove boiler pump? ------------- No Rated Pilot Water Recovery Input Standby Tank Light Heater -Name_ Efficiency AFUE (kBtuh) --_Loss R_value (Btuh) 50GALW/H 1 76% -- 40.00 -- __ - COMPUTER METHOD SUMMARY Page 6 C -2R project Title: ANDREASON 3418n (BASE CASE) Run: 068 23 -Aug -99 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type ':"Number run (ft) diam (in) thck (in) R -value None, 4.;. SPECIAL FEATURES, REMARKS,. AND -NOTES. 1. Standard interior shades are assumed to be drapes which need not be installed at the time'of inspection.. All other..interior shading devices must be installed for inspection.. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. 4. Heating duct register ilocation: Ceiling. , 5. Cooling duct register -,location: Ceiling.,, 6. Zone ' LVGAREA' has non -.standard internal • gain of 5.2595 ;'Btu/day.: The standard value for. this .zone is 45310 Btu day., 7. Zone 'B/RAREA' has:non-stands_rd internal gain of 38675 Btu/ciay. The standard value for -this zone is 25960 Btu/day. 1 . MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 A -IL MF -1R Project Title.......... MASTER PLAN Date........ 01/01M Project Address........ MASTER PLAN --------------------- CHICO, CA. i Documentation Author... BOB METZGER 865-9688 ; Building Permit # ; Company ................ BOB METZGER 0 D S Telephone .............. 865-9688 or 342-9688 Plan Check / Date Compliance Method...... 61ktref,' 2aGm�� ; Field Check/ Date_; Climate _Zone ........... _11____--- ------------------ ' -------------------- ----------------------------------------------- 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 o y. Ir„�-tet BUILDING ENVELOPE MEASURES G -------------------------- esign- nforce- er went *150(a): Minimum R-19 ceiling insulation. LA&k 11 ' 1 t' f t rs labeled R -Value tt 150(b). Loose fi insu a ion man. ac ure *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(1): Slab edge insulation - water absorption rate no greater than 0.3%, 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 r �� and penetrations caulked and sealed. r-�'� 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply withJ� Sec. 151 meets CEC quality standards. ! t 150(e): Installation of Fireplaces, Decorative Gas Appliances iand gas logs I 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control 1 c. Flue damper and control E to 2. No continuous burning gas pilots allowed. 110-13: HVAC equipment, water heaters, showerheaas ana faucets certified by the CEC.�r((�' 150(1): Setback thermostat on all applicable heating systems. 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. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% 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 �j� pump time switch. — IA 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance r �� with pilot ( 150 Btu/hr.). ►v LIGHTING MEASURES ----------------- Design- Enforce- er went 150(k): 40 lumens/watt or greater.for general lighting in kitchens and rooms with water closets; and recessed ceiling s fixtures IC (insulation cover) approved.___ '�-'-- riA_l,. A�--�. yam.) To T--V_� G p,LGS ' f• , i _ 1; Be -aware that glazing units w _ ..,_�_. ..;.__: g g (including doors with .glass)) must %have permanent NFRC labels. Glazing labels will be f Tchecked against -the Title 24 calculations -at the time of framing f finspection. If the installed U -value is of a lesser value, the Title �.r 24 calculations must,`be redone, and appropriate changes made to the structure (e.g., this'may include additional insulation, addition of screening devices, reduction of window sizes, etc.). Note that an Installation Certification Form CF -611 is required to be ' - - ��_,Occupancy. posted at the residence proper to the issuance of a Certificate of �- This is in addition to the Insulation Certificate. IF APPLIES GENERAL NOTES SHEET E _ i. ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS)Tb bE CAULKED,, SEALED OR WEATHER STRIPPED. .SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2. ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF 6 SO. INCHES b) DAMPERS TO ' 'DUCT ACCESSABLE FROM INSIDE F.P. AREA . 0 FLUE _DAMPER ..TIGHT -F I TTI NG 8 .... _ READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6. A/C DUCTS TO BE INSTALLED PER 1A?+- U.M.C. 8 INSULATED 0" INSUL.- GAS EQUIP.) 8 (2" INSUL.-HEATPUMP EQUIP.) 15# DENSITY TYP: R , � • 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT OF 4.0 LUMENS/WATTS OR GRATER. 8, FAUCETS 8 SHOWER HEADS TO BE WATER SAVING TYPE 8 CERTIFIED BY C.E.C. g, W. H. TO HAVE. a) 11-6" HIGHT PLATFORM. b) . VENT THRU ROOF.. c) ADEQUATED CONBUSTABLE AIR VENTING. _ d) R-4 INSULATION 5'-0' TO 8 FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING.Llr- k l.ouJE,D. 1B� MA>lUF'O .Tv1 a�. f) R-4 INSULATION ON CIRCULATING SYSTEM. S) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. il. A/C UNIT TO HAVE a) SIZED 8 CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT- ION TO HAVE MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WOOS. @ CONDITIONED SPACED DUAL -PANE. DOORS 8 WDOS. TO BE FUL- LY WEATHER. STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. t 19. REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON TRACT-- OR -OWNER TO SUPPLY MAKE AND MODEL. 'Job number » 9970 Structural Calculations for Andreasen Residence Chico, Ca. Gary Hawkins Architect 20 Constitution Dr. Ste.A Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax DATE 8/11/99 r - 'r Z CALCDATA. 11/13/97 ------------------------------------------------------------------------ Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description >> ------------------------------------------------------------------------ Jurisdiction Butte County Code referenced 1997 UBC wind loading Basic wind speed Exposure Seismic loading Seismic zone Gravity loading Roof live load Floor live load Balcony live load: Soil data Allowable bearing: 80 MPH B 3 16PSF 40PSF n/a PSF 120OPSF LOAD -S DL 7:25 PM --------------------------------------------------------------------- REV 8-13-92 LOAD SUMMARY MODULE 7/26/99 ------------------------------------------------------------------------ DESCRIPTION >> 16.00 PSF ------------------------------------------------------------------------ TL 30.00 PSF ---------------- ------------------------------------------------------- ASSEMBLY >roof SLOPE > 7.00IN 12 > 30.26 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 12 Comp shingles 3.00 3.00 .22 1/2" PLYWOOD 1.50 1.50 39 2 X 6 - 24" 1.10 1.10 35 2 X 4 - 24" .70 .70 60 INSULATION R.38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------7--------------=-------------------------------------- DL 13.30 USE: 14.00 PSF LL 16.00 PSF ------------------------------------------------------------------------ TL 30.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 88. 2 COAT PLASTER 4.00 4.00 34 2 X 4 - 16" 1.10 1.10 57 INSULATION R13 .70 .70 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 ------------------------------------------------------------------------ DL 10.30 USE: 11.00 PSF LL PSF ------------------------------------------------------------------------ TL 11.00 PSF 4 - LOADS 7:26 PM ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE 7/26/99 ------------------------------------------------------------------------ DESCRIPTION >> ------------------------------------------------------------------------ ASSEMBLY >floor 1 SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 77 CARPET/PAD 1.00 1.00 24 3/4" PLYWOOD 2.30 2.30 50 2 X 12 - 16" 3.30 3.30 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 -------------------7---------------------------------------------------- DL 11.10 USE: 12.00 PSF LL 40.00 PSF ------------------------------------------------------------------------ TL 52.00 PSF ASSEMBLY >floor 2 SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. - T:77 77 CARPET/PAD 1.00 1.00 24 3/4" PLYWOOD 2.30 2.30 38 2 X 6 - 16" 1.70 1.70 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 ------------------------------------------------------------------------ DL, 8.10 USE: 9.00 PSF LL 40.00 PSF --------------------------------------------------------=--------------- TL 49.00 PSF File >LATDATA3 Rev 8-8-95 Wind pressures on structures Description >> C O N T I N U I T I E S 2.00 .0203 Exposure > B 2.80 .0285 .0308 .0331 Importance factor > 1.00 .0330 .0354 2.00 .0203 Basic wind speed > 80.00 mph qs > 16.40 psf Roof pitch > 7.00 in 12 A > 30.26 degrees * * * P R I M A R Y F R A M E S. A N D S Y S T E M S Direction Ht. <0'-151> <201> <251> Assembly description Ce .62 .67 .72 Cq W A L L S Windward walls .80 .0081 .0088 .0094 Leeward walls .50 .0051 .0055 .0059 Total wall .0132 .0143 .0154 R 0 0 F Wind perpendicular to ridge Leeward or flat roof .70 .0071 .0077 .0083 Windward roof Slope 2:12 to less than 9:12 .90 .0092 .0099 .0106 Slope 2:12 to less than 9:12 .30 .0031 .0031 .0035 Roof total .0102 .0107 .0118 Wind parallel to ridge and flat roofs .70 .0071 .0077 .0083 * * * E L E M E N T S A N D C O M P O N E N T S W A L L All structures 1.20 .0122 .0132 .0142 Enclosed structures 1.20 .0122 .0132 .0142 Open structures 1.60 .0163 .0176 .0189 Parapets 1.30 .0132 .0143 .0154 R 0 0 F Enclosed structures Slope less than 9:12 1.10 .0112 -.0121 .0130 Open structures Slope less than 9:12 1.60 .0163 .0176 .0189 * * * L 0 C A L A R E A S A T Wall corners Canopies or overhangs at eaves or rakes Roof ridges at ends of buildings or eaves and roof edges at building corners Eaves or rakes without overhangs away from building corners and ridges away from ends of building D I S C O N T I N U I T I E S 2.00 .0203 .0220 .0236 2.80 .0285 .0308 .0331 3.00 .0305 .0330 .0354 2.00 .0203 .0220 .0236 7:34 PM 7/26/99 uctures qs > 0 > S Y S T <0'-151> .62 16.40 psf 30.26 degrees E M S Direction <201> <25'> .67 .72 <301> .76 <40'> .84 .0081 .0088 .0094 .0100 .0110 Inward .0051 .0055 .0059 .0062 .0069 Outward .0132 .0143 .0154 .0162 .0179 .0071 .0077 .0083 .0087 .0096 Outward .0092 .0099 .0106 .0112 .0124 Outward or .0031 .0031 .0035 .0037 .0041 Inward .0102 .0107 .0118 .0125 .0138 .0071 .0077 .0083 .0087 .0096 Outward N E N T S .0122 .0132.. .0142 .0150 .0165 Inward .0122 .0132 .0142 .0150 .0165 Outward .0163 .0176 .0189 .0199 .0220 Outward .0132 .0143 .0154 .0162 .0179 Inward/outward .0112 .0121 .0130 .0137 .0152 Outward .0163 .0176 .0189 .0199 .0220 Outward C O N T I N U I T I E S .0203 .0220 .0236 .0249 .0276 Outward .0285 .0308 .0331 .0349 .0386 Upward .0305 .0330 .0354 .0374 .0413 Upward .0203 .0220 .0236 .0249 .0276 Upward 22-141 50 SHEETS 22-142 100 SHEETS 22.144 200 SHEETS t � 1 V UJ TV0 )i t � 1 V UJ `r t File >SHEARW 11:15 PM 7/14/99 -------------=----------------------------------------------------------- REV. 6-17-99 Shearwall schedule ------------------------------------------------------------------------ Description >> » (SINKERS) - ----------------------------------------------------------------- - - - - - - Mark Description HF DF 1 3/8" cdx plywood with 8d nails .216 .264 at 611, 1211 o.c. (.184) (.224) 2 3/8" cdx plywood with 8d nails .315 .384 at 411, 1211 o.c. (.268) (.326) 3 3/8" cdx plywood with 8d nails .403 .492 at 311, 12" o.c. (.343) (.418) 4 1/2" cdx plywood with 10d nails .254 .310 at 611, 12" o.c. (.216) (.264) 5 1/2" cdx plywood with 10d nails .377 .460 at 411, 1211 o.c. (.320) (.391) 6 1/2" cdx plywood with 10d nails .492 .600 at 311, 12". o.c. (.418) (.510) 7 1/2" gyp bd with 5d nails wind .082 .100 at 711 o.c.. edge & field seismic .041 .050 8 5/8" gyp bd with 6d nails wind .094 .115 at 71.1 o.c. edge & field seismic .047 .058 9 7/8" cement plaster over expanded metal .148 .180 or woven wire lath with,no. 16 gage staples, (7/8" leg) at 6" o.c. 10 3/8" plywood siding with 8d nails .131 .160 at 611,_1211 o.c. 11 Simplex "Thermo -Ply structural (red) .144 .175 sheathing (0.115 inch thickness) with no. 16 gage staples.(7/16" crown. 1-1/4" legs) 0 Jr� Z! R5 TO AM. a 0 22-141 50 SHEETS AMPOM 22-142 100 SHEETS 22-144' 200 SHEETS -15N -4z-- IN Lj e2 Z �nG�n uv�. %o (�� . ,D,T. lm Pz 431/4- -t--, 1("ea AS 5 0-77 C- <�� Z S,� � 03(0) �`/,) _ �� /lo r (�/C� Br � ' x.- � % iQ�� , ? �' 6,38(;p le— — om,7-y -rL.- OM 4- 4-� 4 1 / 64 -ell 15 V -N CA� 2-K 4/, (a 5 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS 1� �. l� y ; � ti. a � �� cN O t 3 � V (C Y -N V, -Z. 14 -1 .4-4--1 4 , I b 4- `6 0 - -Ab "a c,' ." e-- t t & 5 14- .............. �jAo,-% .4,J 14- Li =- �,iL�. ��. + (��(t3�+���i�)C��z)] l�0��3��L�-�'I/2✓�`��� L�►J�c. �� �--r``� �' 17/��li�°)+` �'��, C�)(�/rte! �,�1 h3� �"�gr'?.��Z7�a,, C ro -D 0 j. — — --- W 12 O. -f- H ( 0 =-:3 1 , o ( 4,4— I - b5) Gly v77, (2' t 1(Y cCi ,c 2 �Arf;b Z�D•-� C,144) (11) - a�3 X0201 X014./IIIIA),}.�i.��,��ol�)�Zi �C C C (r.,,rIAlk A �'�� D el L I 6� I L L L'I 1. C��� L' i �cv Ll S. Cv 1 0, z V fe,)ate jal q Z' 0? . � (537 s �a2 = j 41 �,�i�1-� C �,�S���tt) �. 2�� �91�)�,0�4��1i���',�3'��.11-a-Clt� ,dtt� CIO 1;2 Ps ............... lhtq(5�z 17 7o pp TI u*J /�' r�\ ql ��„) (G/� t"''J -� C �) C �l2°m� � ► li l 2'=a) -�— j et(•�,,� C � �l �, '{-'1 L( J� C � - I ,.)'� ..4 C C mot 4, Vi.) -7 1 o rz S) 4. CYI 2� (, iO�Z 2 d�(!C�1��� �- 2,-'t i I � N�� �ar�� �Q►� �'�3�r�.� ('Z'4aj� �..,C 4-d�z,� (��)�� +o ��-) I I � I 1.3 -?, (-a t4 (-.,'J - -3, 2 t- :5, 2� -- � ( S ' v-� - 6k --------- 15�) (2( 1. b k� 0. "N --r C. ..... . ... .... � �-�.d-��o (�,.G� �� �2 P � �Z� ��, X. f � h'i�> � `"'� SPG , L'O OT" 4- J+T-f -Ze-2- SeVlb 2,4- 4 e, 42,7s 0 R,- . 777 Z/L Oil l� , (Lq -) +cd 1/tq I . ........... . rl"Sl Ll) "P P J - 7A,00 C;p 71x - om O C) HIT[Ull Orr r.71.601 .............. bl(o A- u Irk ,Zo3 C,2� ~�j1 LAP- 4,Vl + Ito 4- H-r.� cle, 1 f l F-Lso `? , J40y- Ct r, lb7—l(oA: ,t-- BUILDING PERMIT SITE PLAN CHECKLIST APN: -Q H 2 0 H d - 02� Building Permit No.: C) - 12-00 % Proposed Use: SFD El MH ❑ Multi -family ❑ Res. Acc. ❑ Ag. Bldg. ❑ Comm. ❑ Ind. ❑ Other: Zone District: S IZ - . I General Plan: A(z The Proposed Use Is: Permitted: Not Permitted: Requires a Use Permit: Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: Parcel Created By Map? No: Yes: BooklPagc IL2- Map Conditions? No: Yes: , See reverse side Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front Side Side, street Rear Height Parcel in Land Conservation Agreement? No: X Yes: , Check Use Parcel in North Chico Specific Plan? No: �>< Yes: , Check NCSP Zoning Parcel in Floodplain? No: X Yes: , Zone: Panel No.: (3 C=, 00 1 03 -2,Q Parcel in Enterprise Zone? No: Yes: , Check Use CommerciaVIndustriaUMulti-family Uses Parking Requirements: OK as shown Landscaping Requirements: OK as shown Other: _ Other Comments:is 1 QTb WA�aZ_Tejt eyz -Fy�Jb `fit 12- SP21,) 6GLF-Sa(� Reviewed By: LIP Date: - �- 1 CHECK SPECIAL CONDITIONS WHICH APPLY TO PARCEL: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. _1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _ gallon size. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During construction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk. to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed. The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the fencing shall be removed. _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at least 16" above the ground and the upper strand shall be no higher than 48" above the ground. _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be obtained: a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. 7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. 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. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. 12. 13 14. K:qDOCUMENT'\PLANNING\FORMS\BLDGCH4. FRM 3 LAND DEVELOPMENT OROVILLE / CHICO 99-2007 BUILDING / ENVIRONMENTAL HEALTH.- PERMIT CLEARANCE Building Permit No. NAMEOWNERS ANDREASEN NUMBER 042-040-025 PRINT LAST NAME FIRST ADDRESS /LOCATION: 761 CARPERS COURT, CH'ICO COUNTY ZONING ` DESIGNATION: �✓� FLOOD MAP: FLOOD ZONE: is ' APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP 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: /f�i�/Sr LOT 2– BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): . YES )Q ... 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 BUILDING DIWSION UNLESS OTHERWISE NOTED. X91. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. A-�1/lJ /�✓ZOPOfk� X4. Maintain a 100 ft. leachfield setback from all eAstingrells. 5. Maintain a ft. leachfield setback from //11 6. Pay water tender fees in the amount of $ 2 00 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. X 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. (fhermalito Drainage District) fee in the amount of $ i —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 paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. . Payment to be made to the Planning Division. r, _ _ 15. 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. —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 11 of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA appr yed 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. X 21. 7-0 ` w1 -1Z c sr TZz f) d9/-1?- 6-fZ 3 u//� x 511P191 Y 22. 23. 24. 25. 26. 'A10 190o o319 AANn 6661 £ 0 43S QVIV33,311 LD 6/98 FORMS\BLDG PERMIT CLEARANCE /Y S U f , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION county Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT '7 " (Rev.12/9 �i °gP""`ELNUii1°B1O 2— p_ 02— mN1°� _� BUILDING PERMIT 00NER J TELEPHONE SO. Fr, OCC. BUILDING VALUATION fAnnl E owNERa oResM — _7 - 32 2 DONT Ra NAME TCL�►gN! v CONTRACTOR'$ "NU DRE88 /Z CC' CONSTRUCTION LE►OER LENDER'S MAILING ADDRESS Fireplace Total Valuation S ARCNrrECT OR ENGINEER .6 11c R.Qc k� i oS LICENSE NO. C/BE Flin Fee 20.00' ARCNrTECT OR 01°MlEER9 MAMNO ADOREW Permit Fee S Plan CheckingFee21,14 S BUILDING ADORERS - N r Energy Plan Checking Fee S PERMIT FEE PLUMBING PERMIT S Fling Fee 20.00 LOTND. SUBMISION'$NAME PARCEL MAP USEOFSTRUCTURE SF O Duplex O Mobilehome O Other sKcFv Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 , Each gas water heater or vent 15.00 1,0� NewX Addition ❑ Describe Work: TYPE OF WORK Remodel O Utilities O Installation O A)� (�' G6 Other O v Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 , Mobile Home S G W 020.00 1 PERMIT FEE : ELECTRICAL PERMIT Filing Fee 20.00 OR Main Service pa .SS 23.00 Main Service 200A TO I000A 46.00 NEW CONST. OWELLNO OR ADDNS. OCCUP. 3.SdpT.W ( i ACC. SIDS. . CONST. MULTFOUTIET NOlFRFSID. �i0 7.50 POWEA AP=us i 9MlOLE OUTLET CR. Ex. Occup. OLrrLET OR M-.. 200 1.00 SAL OP .SO FIXED APPtNs. OR Ex. ovTLo. EA 5.00 Ers EslService orar Temporary 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 �T PERMIT FEE S P MECHANICAL PERMIT Fling Fee 20.00 Heating 677 af738'?1 /74,3.q/ CoolingM-�L) Hood Ventilation PERMIT FES 1 $ r Mobile Home Installation Fee $ Energy Inspection Fee I $ OCC CONST TYPE TOTAL FEE $ - g Z. 1 D. FEES IMP 0 I CDF MCE� PD NO IDE This permit is hereby issued under the applt -9ble provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ANT) -WHEN RECORDED MAIL TO: i BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5. . COPY of Document Recorded 31 -Aug -1999 1999-0037536 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required 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 includurg, but not limited to cultivation, plowing, spraying, pruning, and harves-ting 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: A right of way and public utilities easement as shown on that certain Map filed in the Office of the Recorder of the County of Butte, State of California, on August 5, 1998, in Book 144 of Maps, at Page(s) 49, 50 and 51, referred to herein. Parcel 2, as shown on that certain Pa cel Map, filed in the Office of the Recorder of the County of Butte, State of California, on August 5, 1998, in Book 144 of Maps, at Page(s) 49, 50 and 51. Date State of California County of 13L"' tf e - Or. S6- J/ - ;y�nAr_tq iC Ll awn Cum JimjU-yI personally appeared — personauy known to me (or proved to me the �ofsatiisfactory�evidcn�ce)be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by bis/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal ice% Signature / / Seal: OFFICIAL SEAL •~� SUSAN A. JOHNS A.P. # �y�' �4 D " Q�S • COMMISSION# 11zzAl 11 C BUTTE COUNTY My Oanunlsslon Exp. Jury 12, 2009 12/02/2005 02:20 4609461909 SE CONSULTANTS INC PAGE 01 M • ' SnEw CONSULTANTS, Inc, sfruetural Engineering Consultants December. 1, 2005 DEVELOPMENT SERVICES, BUTTE COUNTY KnLDIN ' PERMITS 7 COUNTY CENTER DRIVE OROVILL E. CA 95695 - Attention: Philo Hunt Job Numb r: Butte County Canopy (2474-05) Butte County Chico, CA Based on I he geography of the site, the Wind Load velocity of 70 miles per hour (mph.), Exposure "C" that was o riginaHy design in the calculations booklet has been revised to a Wind Load velocity of 75 mph, Exposure `B". This is acceptable and will not have a negative effect on. the integrity of the structure. ks a fiuther note, the Wind Load. velocity of 70 mph, Exposure "C" is more conservative, please see attached calculation sheets. Please feel free to contact S.B. Consultants if you would like to discuss any of the above information. Sincerely, S.E. Cons iltants, Inc. Steven Vice P'. I i cy � NO.61570 m -m °" >& EXP. 08.30.07 k CK �a�P Schaub, P.E. OF CA1.\w`' lent ilFC 9 $ BUTTE COUNTY BUILDING DIVISION APPROVED 5800 East Thomas Road, Suite 104 - Scottsdale, AZ 85251 Phone: (480) 946-2010 - Fax: (480) 946-1909 ��� ;r, 12/02/2005 02:20 4809461909 SE CONSULTANTS INC PAGE 02 ROOFLOADS Dead Load = 1.0 psi (Roof Panel) Collelpral Load = 3.0 psf. Live Load, 20.0 psi (reducible) Total Load = 24.0 psf. WIND FORCE ANALYSIS PER 1997 UNIFORM BUILDING CODE p=CeCggsI p = Design Wind pressure (psf) Ce = Coefficient per Table 1 e -G Cq = Coefficient per Table 16-H qs = Wlnd stagnation pressure per Table 16-F I = 1.00, Importance factor per Table 16-K TABLE 16-G CoefB lent Ce 11 TABLE 16-F Wind Stagnation II II. Pressure qs II eight above averagi Basic ( II level of adjoining I Exposure 1, Exposure I Exposure II Wind Speed I Pressure II ground, In feet B I C 1 D II (mph) 1 (psf) 11 0 -15 1 0.621 1.061 1.3911 701 12.611 16-20 j 0.671 1.131 1.4511 751 14.411 21-25 1 0.721 1.191 1.511 601 14A ••11 29-30 1 , 0.76 1- 1.231 1.6411 65 1 19.511 31-40 ( 0.841 1.311 1.6211 901 20,911 WIND LOADS 11 . 961 23.211 11 100 I 25.611 Basic Wlnd Speed I Table 16-F) 75 mph Exposure (Table 18 ) = 8 Mean Roof height = 8.60 feet Ce based on Mean Roof Height 0.62 WindStagnatlonPiessure qs = 14.4 psf NOTE: BY DEFINIT N OF SECTION 1616, THE STRUCTURE IS AN UNENCLOSED STRUCTURE AND ACCORDINGLY, THE Cq PRESS RE COEFFICIENTS OF TABLE 16-H ARE BASED ON AN UNENCLOSED STRUCTURE. Roof Decking: Cq m 1.3, Roof Element, Slope < 7:12 p - Ce Cq qs I 0,82 x 1.3 x 14.4 x 1 = - 11.61 psf, Outward •-- — Purlins & Rafters: q = 1.3 - 0.3 = 1.0, Footnote 2 pa Ce Cq qs 1 = 0.62 x ix ...---.-.._ ..___......_- .___ ..... _..... 14.4 x J= 8.93 psf, Outward Lateral at Vertical Surface at Roof Level: Cq = 1.3 p - Ce Cq qs 1 = 0.62 x 1.3 x ...._.. _..�--------•---- — ------- 1 4.4 x 1 = 11.61 pal, On Vertical Projected Area SEISMIC LOADS Zone - 4 Z = 0.4 12/02/2005 02:20 4809461909 SE CONSULTANTS INC PAGE 03 ROOF LOADS Dead Load 1.0 psf. (Roof Panel) Colla6ral Load 3.0 psf- Live Load = 20.0 pst. (reducible) Total Load = 24.0 psf. WIND FORCE ANALYSIS PER 1997. UNIFORM BUILDING CODE p - CeCggsI p Design Wind pressure (psf) Ce s Coefficient per Table 16-G Cq m Coefficient per Table 18-H qs = Wind stagnation pressure per Table 16-F I = 1.00, Importance factor per Table 18-K TABLE 16-G Coe ffi lent Ce II TABLE 16-F Wind Stagnation 11 it Pressure qs II eight above averag4 Basic I I) level of adjoining Exposure I Exposure I Exposure 11 Wind Speed I Pressure 11 ground, in feet B 1 C I D II (mph) 1 (pat) II 0-15 0.521 1.061 1.3911 701 12.611 18-20 0.671 1.131 1.4511 751 14.411 21-2S 1 0,721 1.191 1.611 Sol 16.411 26-30 1 0.761 . 1.231 1.S4 11 851 18.511 31-40 ( 0.841 1.31 1 1.62 11 90.1 20.811 WIND LOADS 11 95 I 23.211 11 1001 25.611 Basic Wind speed ITable 16-F) = 70 mph Exposure (Table 16-0) - C Mean Roof height = 8.60 fleet Ce based on Mean Roof Height 1.06 Wind Stagnation Piessure qs 12.6 psf NOTE: BY DEFINIT ON OF SECTION 1616, THE STRUCTURE IS AN UNENCLOSED STRUCTURE AND ACCORDINGLY, THE Cq PRESSURE COEFFICIENTS OF TABLE 18-H ARE BASED ON AN UNENCLOSED STRUCTURE. Roof Decking: Cq e 1.3, Roof Element, Slope < 7:12 p o Ce Cq qs I..m - 1.06 x .._.1.3 x " 12.6 x 1 = 17.36 psf, Outward Purlins & Rafters: q =1.3 - 0.3 = 1.0, Footnote 2 p = Ce Cq qs I = 1.06 x 1 it 12.8 x is 13.36 psf, Outward Lateral at Vertical urface at Roof Level: Cq = 1.3 p = Ce Cq.gs 1 = 1.06 x 1.3 x 12.6 x 1 = 17.36 pst, On Vertical Projected Area SEISMIC LOADS Zone 4 Z = 0.4 CALCULATIONS FOR gJob: Butte,.County Canopy (Butte County, CA) • Address Chico, CA (These calculations apply to the job at this address only!) Client: Stoney Creek Steel Sheet Index to Calculations 1 2 3-4 5-7 8-13 14-17 A& ONLY 22- SEP 28 Item Basis For Design Design Loads Elevations / Roof Plan Deck Design Purlin Design Rafter Design Grit Design Column Design Footing Design THESE STRUCTURAL CALCULATIONS MUST BE SUBMITTED WITH WET SEAL DATED NOT OVER 180 DAYS PRIOR TO PERMIT APPLICATIONS. Copyright 10/05 Project Engineer Robert E. Chambers Job # 2474-05 BUTTE COUNTY BUILDING DIVISION d pri S.E. CONSULTANTS, IN.C. 5800 East Thomas Road, Suite 104 Scottsdale, Arizona 85251 Phone: (480) 946-2010 Fax: (480) 946-1909 BASIS FOR DESIGN i DEAD LOADS Roof panels actual LIVE LOADS Roofs 20.0 psf., (Snow) LATERAL Wind Wind Load Basis: 0 mph M l� Exposure: Seismic Zone: 4 CODE: 2001 California Building Code 1997 Uniform Building Code 1996 Edition of Cold -Formed steel design manual STRESSES OF MATERIALS CONCRETE Footings fc = 2500 psi. STEEL Reinforcing fy = 60000 psi. A-615, Grade 60 Weldable Reinforcing 60000 psi. A-706, Grade 60 Roof Deck fy = 80000 psi. A-653, Grade 80 Cold formed Steel fy = 55000 psi. A-653, Grade 55 SOIL Allow. Soil Bearing = 1500 psf @ 18" below Wide Flange fy = 36000 psi. A36 Structural fy = 50000 psi. A572 or Tube fy = 46000 psi. A500 Pipe fy = 36000 psi. A-501 PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET job:�g Date: i0®®$ By: &C, job No.: Z4fl'W SH.: S.E. CONSULTANTS, INC. ROOFLOADS Dead Load = 2.0 psf. (built -up -roof) Collateral Load = 0.0 psf. Live Load 20.0 psf. (Snow) ------------ Total Load = 22.0 psf. WIND FORCE ANALYSIS PER 2001 CALIFORNIA BUILDING CODE p=CeCgcis I p = Design Wind pressure (psf) Ce =Coefficient per Table 16-G Cq =Coefficient per Table 16-H qs = Wind stagnation pressure per Table 16-F I = 1.00, Importance factor per Table 16-K TABLE 16-G Coefficient Ce II TABLE 16-F Wind Stagnation II II Pressure qs II leight above average II Basic I II level of adjoining I Exposure I Exposure I Exposure II Wind Speed I Pressure II ground, in feet I B I C I D II (mph) I (psf) II 0-15 I 0.621 1.061 1.3911 701 12.611 16-20 I 0.671 1.131 1.4511 751 14.411 21-25 I 0.721 1.191 1.511 801 16.411 26-30 I 0.761 1.231 1.5411 851 18.511 31-40 I 0.841 1.31 I 1.6211 901 20.811 WIND LOADS II 951 23.211 II 100 I 25.611 Basic Wind Speed (Table 16-F) = 70 mph Exposure (Table 16-G) = C Mean Roof height = 10.00 feet Ce based on Mean Roof Height = 1.06 Wind Stagnation Pressure qs = 12.6 psf NOTE: BY DEFINITION OF SECTION 1616, THE STRUCTURE IS AN UNENCLOSED STRUCTURE AND ACCORDINGLY, THE Cq PRESSURE COEFFICIENTS OF TABLE 16-H ARE BASED ON AN UNENCLOSED STRUCTURE. Roof Decking: Cq =1.3, Roof Element, Slope < 7:12 p=CeCgqsl = 1.06x 1.3x 12.6x 1 = 17.36 psf, Outward Purlins & Rafters: Cq =1.3 - 0.3 = 1.0, Footnote 2 p = Ce Cq qs I = 1.06 x 1 x 12.6 x 1 = 13.36 psf, Outward - Lateral at Vertical Surface at Roof Level: Cq = 1.3 p=CeCgqsl = 1.06x 1.3x 12.6x 1 = SEISMIC LOADS Zone = 4 Z = 0.4 17.36 psf, On Vertical Projected Area PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: Date: B�k%� By: Job No.: SH.: S.E. CONSULTANTS, INC. ia Lateral/Longitudinal Seismic Analysis - 2001 CBC Seismic Zone = 4 Seismic Zone Factor = 0.40 1 = 1.00 Soil Profile Type = Sd Na = 1.00 Nv = 1.00 Ca = 0.440 Cv = 0.640 R = '2.20 Height = loft T = 0.035 * (hn)^0.75 = 0.197 r Reliability/redundancy Factor = 1.00 (30-4) V= Cv I / [R T] = 1.478 W (30-5) V= 2.5 Cal/R= 0.500W (30-6) V = 0.11 Ca I = 0.048 W (30-7) y V=.8ZNvI/R= 0.145W V (Controls) = 0.500 W Kips PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET )o b: r Date:/O By: Job No.. 0q-N'ZSH.. 3 S.E. CONSULTANTS, INC. FRAMING PLAN 7,16' -1•.v ENDWALL ELEVATION 7ner =r.v 'RADE PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: 3rb*eW Date: X105- By: 69C Job No.: &;144-05 SH.: � S.E. CONSULTANTS, INC. COLUMNI COLUMN? COLUMN C az•d j r 21'-0 21•4•• FRAMING PLAN 7,16' -1•.v ENDWALL ELEVATION 7ner =r.v 'RADE PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: 3rb*eW Date: X105- By: 69C Job No.: &;144-05 SH.: � S.E. CONSULTANTS, INC. COLUMNI COLUMN? COLUMN C (U.N.O.) ROOF DECK PURLIN 1 PURLIN 1 7 6 7 PURLIN BRACING S-2 5-2 S -z TVP. AT MIDSPAN ti PURLIN 1 _ PURLIN 1 w o0 w w w Fw PURUNI PURUNI ' PURUN BRACING TVP. AT MIDSPAN COLUMN 1 6 !r (U.N.O.) 7 PURUN 1 PURLIN 1 b m < S-2 COLUMN 1 (U.N.O.) FRAMING PLAN 7,16' -1•.v ENDWALL ELEVATION 7ner =r.v 'RADE PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: 3rb*eW Date: X105- By: 69C Job No.: &;144-05 SH.: � S.E. CONSULTANTS, INC. h FRONTWALL ELEVATION DECK RADE `PURUN 1 COLUMN2 RAFTER 1-/ `PURUN 1 RAFTER 1� COLUMN2 S . S-2 4 GIRT 1 GIRT 1 GIRT 1 GIRT t COLUMN 1 (U.N.O.) 4'x 2 1!" x 16GA. COLUMN 1 (U.N.O.) u TRACK FOR OPT. WALL DECK WALLS. VINISHRADE 6" x 6' GRACE BEAM AT SIDEWALLS CAISSON FTG. 21'.0 316'v1'd 21'd 47-T BACKWALL ELEVATION PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: swf.e Cre-t Date: By: 4K., Job No.: &f4 -Q5 SH.: S.E. CONSULTANTS, INC. Metal Roof and Wall Systems Houston Headquarters: 8nn13-6224 Houston Northwinds: 800/3564416 Adel, GA 888/4468224 Atlanta, GA 877/512-8224 Atwater, CA BCQM29-9324 Boise, n) 800/632-3340 Dallas, TX 800/653-6224 Indianapolis, IN 800!135-6224 Jackson, MS 800/467-5585 Lubbock. TX 800/758-6224 Mattoon, IL 800/926.5799 Memphis, TN 800/2086224 Oklahoma City, OK 800/597-6224 Omaha, NE 800/4588224 Phoenix, AZ 888/533-6224 Richmond, VA 800/729-6224 Rome, NY 800/559.6224 Salt Lake City, uT 800/874-2404 San Antonio, TX 800/5988224 Tampa, FL 800/359.6224 International Sales OfEce:80=9.8224 U 12" 'aR" PANEL 4---;F-.. 36" 1/a' 3A e" 3Ya'7�i�- I i 3 lea° --�- NOTES 1. All calculations for the properties of panels are calculated in accordance with the 1986 edition of SpecNlcations for the Design of Light Gauge Cold Formed Steel Structural Members - published by the American Iron and Steel Institute (A.I.S.I.). 2. IX is for deflection determination. 3. SX is for bending. 4. Ma is allowable bending moment. 5. All values are for one foot of panel width. ALLOWABLE UNIFORM LIVE LOADS IN POUNDS PER SQUARE FOOT 29 Gauge (Fy = 80 KSI) SECTION PROPERTIES 26 Gauge (Fy = 80 KSI) SPAN TYPE PANEL GAUGE 29 Fy (KSI) 60.0 WEIGHT (PSF) 0.75 TOP FLAT IN COMPRESSION BOTTOM FLAT IN COMPRESSION IX SX Ma Ix --ix- Ma (in.a/tt.) On. 3/n.) (In. Kip) pn 4/n) (in. 3/tL) On. Klp) 0.0286 0.0255 0.9161 0.0276 0.0333 1.1973 26 60.0 0.94 0.0423 0.0388 1.3928 0.0390 0.0437 1.5698 24 50.0 1.14 0.0542 0.0518 1.5500 0.0517 0.0544 1.6296 22 50.0 1.44 0.0696 1 0.0704 1 2.1084 0.0454 1 0.0610 1.8253 NOTES 1. All calculations for the properties of panels are calculated in accordance with the 1986 edition of SpecNlcations for the Design of Light Gauge Cold Formed Steel Structural Members - published by the American Iron and Steel Institute (A.I.S.I.). 2. IX is for deflection determination. 3. SX is for bending. 4. Ma is allowable bending moment. 5. All values are for one foot of panel width. ALLOWABLE UNIFORM LIVE LOADS IN POUNDS PER SQUARE FOOT Ivu 1 is 1. Allowable loads are based on uniform span lengths and Fy of 80 KSI for 29 and 26 gauge and Fy of 50 KSI for 24 and 22 gauge. 2. Live load is allowable live load. 3. Wind load is allowable wind load and has been Increased by 33.333%. 4. Deflection loads are limited by a maximum deflection ratio of U240 of span or maximum bending stress from live load. 5. Weight of the panel has not been deducted from allowable loads. 6. Load table values do not address web crippling requirements or connection of panel to substrate. .7. Minimum bearing length of 1.5° required. 8. See pages 13-14 for minimum fastener pattern. CI -4 SUBJECT TO CHANGE WITHOUT NOTICE SEE WWW.mbci.com FOR CURRENT INFORMATION FFFFr;TiVF.IAMtJARY 20.1999 M 29 Gauge (Fy = 80 KSI) 26 Gauge (Fy = 80 KSI) SPAN TYPE LOAD TYPE 3.0 4.0 SPAN IN FEET 5.0 1 6.0 7.0 1 8.0 3.0 1 4.0 SPAN IN FEET 5.0 1 6.0 7.0 8.0 SIMPLE NEGATIVE WIND LOAD 118.3 66.5 42.6 29.6 21.7 16.6 155.0 1 872 55.8 1.38.8 28.5 1 21.8 LIVE LOAD/DEFLECTION 67.9 29.3 15.0 8.7 5.5 3.7 102.7 43.3 222 12.8 8.1 5.4 2 -SPAN NEGATIVE WIND LOAD 90.5 50.9 32.6 22.6 16.6 12.7 137.6 77.4 49.5 34.4 25.3 1 19.3 LIVE LOAD/DEFLECTION 88.7 49.9 31.9 20.2 12.7 8.5 116.3 65.4 41.9 28.5 18.0 12.0 3 -SPAN NEGATIVE WIND LOAD 113.1 63.6 40.7 28.3 20.8 15.9 172.0 96.7 61.9 43.0 31.6 24.2 LIVE LOAD/DEFLECTION 106.0 53.3 27.3 15.8 10.0 6.7 145.4 75.438.6 22.3 14.1 9.4 4 -SPAN NEGATIVE WIND LOAD 105.6 59.4 -38.0 26.4 19.4 14.9 160.6 90.3 57.8 40.1 29.5 22.6 OR MORE LIVE LOAD/DEFLECTION 103.5 56.6 29.0 16.8 10.6 7.1 135.7 76.3 41.0 23.7 14.9 10.0 24 Gauge (Fy = 50 KSI) 22 Gauge (Fy = 50 KSI) SPAN TYPE LOAD TYPE 3.0 4.0 SPAN IN FEET 5.0 6.0 7.0 8.0 3.0 4.0 SPAN IN FEET 5.0 6.0 7.0 8.0 SIMPLE NEGATIVE WIND LOAD 160.9 90.5 57.9 402 29.6 22.6 180.3 101.4 64.9 45.1 33.1 25.4 LIVE LOAD/DEFLECTION 114.8 55.5 28.4 16.4 10.4 6.9 1562 71.3 36.5 21.1 13.3 8.9 2 -SPAN NEGATIVE WIND LOAD 153.1 86.1 55.1 38.3 28.1 21.5 208.2 117.1 75,0 52.1 38.2 29.3 LIVE LOAD/DEFLECTION 120.7 67.9 43.5 30.2 22.2 15.9 1352 76.1 48.7 33.2 20.9 14.0 3 -SPAN NEGATIVE WIND LOAD 191.4 107.6 68.9 47.8 35.1 26.9 260.3 146.4 93.7 65.1 47.8 36.6 LIVE LOAD/DEFLECTION 150.9 84.9 512 29.6 18.6 12.5 169.0 87.8 44.9 26.0 16.4 11.0 4 -SPAN NEGATIVE WIND LOAD 178.7 100.5 64.3 44.7 32.8 25.1 243.0 136.7 7.5. 60.8 44.6 34.2 OR MORE LIVE LOAD/DEFLECTION 140.9 792 50.7 31.4 19.8 13.3 157.8 88.8 �47.7 27.6 17.4 11.6 Ivu 1 is 1. Allowable loads are based on uniform span lengths and Fy of 80 KSI for 29 and 26 gauge and Fy of 50 KSI for 24 and 22 gauge. 2. Live load is allowable live load. 3. Wind load is allowable wind load and has been Increased by 33.333%. 4. Deflection loads are limited by a maximum deflection ratio of U240 of span or maximum bending stress from live load. 5. Weight of the panel has not been deducted from allowable loads. 6. Load table values do not address web crippling requirements or connection of panel to substrate. .7. Minimum bearing length of 1.5° required. 8. See pages 13-14 for minimum fastener pattern. CI -4 SUBJECT TO CHANGE WITHOUT NOTICE SEE WWW.mbci.com FOR CURRENT INFORMATION FFFFr;TiVF.IAMtJARY 20.1999 M THE FOLLOWING IS BASED ON THE 1996 EDITION OF THE COLD -FORMED STEEL DESIGN MANUAL DEFINITIONS: Connection between roof deck & pudins d = Nominal screw diameter dw %= Larger of Head or Washer Diameter, not larger than 1/2° Factor of Safety= 3.0 - Pas = allowable shear force per screw Pns = nominal shear strength per screw Pat = allowable tension force per screw Pnt = nominal tension strength per screw Pnot = pull-out per screw Pnov = pull -over per screw t1 = thickness of member in contact with the screw head t2 = thickness of member not in contact with the screw head Ful = tensile strength of member in contact with screw Fu2 = tensile strength of member not in contact with screw II tl = 0.0179 in.. Appro)amate Gauge= 26 Ful = 90000 psi, Fy = 80000 psi II II t2 = 0.0747 in. Approximate Gauge = .14 Fu2 = 65000 psi, Fy = 55000 psi II II Screw No. 12 II II Shank Diam. = 0.216 in. II SECTION E4.3.1 CONNECTION SHEAR GOVERNED BY BASE METALS t2/t1 = 4.1732 t2/t1 >= 2.5, USE EQUATIONS E4.3.4 & E4.3.5 WHEN t2/t1 <= 1.0 WHEN t2/t1 >= 2.5 Equation E4.3.1 = 2590.4 lbs/screw Equation E4.3.4 = 939.5 lbs/screw Equation E4.3.2 = 939.5 lbs/screw Equation E4.3.5 = 2831.7 lbs/screw Equation E4.3.3 = 2831.7 lbs/screw Pns (smallest of the above:) = 939.5 lbs/screw Pns (smallest of the above:) = 939.5 lbs/screw Pas = Allow. Shear per SCREW = Pns/ (F.S. of 3.0) = 313.2 lbs/screw ' Allow. Shear Capacity of Screw : 625.0 #/screw Based on °HILTI° w/ F.S. of 3.0 SECTION E4.4, TENSION Equation E4.4.1.1, Pullout Force, Pnot = 891.5 lbs/screw Equation E4.4.2.1, Pullover Force, Pnov = 755.2 lbs/screw Pnt = nominal tension strength per screw = lesser of Pnot & Pnov Pnt = 755.2 lbs/screw Pat = Allow. Tension per SCREW = Pnt/ (F.S. of 3.0) = 251.7 lbs/screw II II II II II Allowable Shear per Screw = 313.2 lbs/screw II II Allowable Tension per Screw = 251.7 lbs/screw II II II II II II NOTE: Shear Governed By Base Metals. II II II NOTE: 1. Minimum Spacing of screws shall not be less than 3d 2. Minimum Edge Distance of screws shall not be less than 3d (May be 1.5d in direction perpendicular to force, when connection is subject to shear in one direction.) 3. The head of the screw or the washer shall have a diameter, dw of not less than 5/16 inch, washers shall be at least 0.050 inch thick. 4. Values may be increased 33% for wind or earthquake loads. PR�EU M I N A/�RRY U N LESS SEALED O N EACH SH EEIr O R O N CO VEER SH EET .b b: . � 3�►7� C..� Date: �d�Q�? By: &C .b b No.: SH.: - S.E. CONSULTANTS, INC. SCREW CAPACITIES IN LIGHT GAUGE COLD FORMED STEEL THE FOLLOWING IS BASED ON THE 1996 EDITION OF THE COLD -FORMED STEEL DESIGN MANUAL DEFINITIONS: d = Nominal screw diameter dw = Larger of Head or Washer Diameter, not larger than 1/2" Factor of Safety = 3.0 Pas =. allowable shear force per screw Pns = nominal shear strength per screw Pat = allowable tension force per screw Pnt = nominal tension strength per screw Pnot = pull-out per screw Pnov = pull -over per screw tl = thickness of member in contact with the screw head Q = thickness of member not in contact with the screw head Ful = tensile strength of member in contact with screw Fut = tensile strength of member not in contact with screw SECTION E4.3.1 CONNECTION SHEAR WHEN t2/t1 <= 1.0 Equation E4.3.1 Pns = 4.2(t2"3 * d)^0.5 * Fu2 Equation E4.3.2 Pns = 2.7 tl * d * Ful Equation E4.3.3 Pns = 2.7 t2 * d * Fu2 WHEN t2/t1 >= 2.5 Equation E4.3.4 Pns = 2.7 tl * d * Ful Equation E4.3.5 Pns = 2.7 t2 * d * Fu2 Pas = ALLOW. SHEAR PER SCREW = Pns/ (F.S. of 3.0) SECTION E4.4, TENSION Equation E4.4.1.1, Pnot, Pull-out force = 0.85 tc d Fu2 Equation E4.4.2.1, Pnov, Pull -over force = 1.5 tl dw Ful Pnt = nominal tension strength per screw = lesser of Pnot & Pnov Pat = ALLOW. TENSION PER SCREW = Pnt/ (F.S. of 3.0) NOTES: 1. Minimum Spacing of screws shall not be less than 3d. 2. Minimum Edge Distance of screws shall not be less than 3d (May be 1.5d in direction perpendicular to force, when connection is subject to shear in one direction.) 3. The head of the screw or the washer shall have a diameter, dw of not less than 5/16 inch, washers shall be at least 0.050 inch thick. 4. Values may be increased 33% for wind or earthquake loads. PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: �.� „� Date: d®J421 By: —2K-- Job No.: CC01-05 SH.: 8 S.E. CONSULTANTS, INC. PURLIN . Structures Basic Geomet Roof slope = 0.25/12 Length of Purlin = 21.00 feet Tributary Applied to Purlin = 5.17 feet Total Tributary on Purlin = 1 D8.51 Sq. Ft. Total Live Load = 20.00 psf Dead Load = 2.00 psf Live Load (reduced) = 20.00 psf Snow Load = 20.00 psf Total Gravity Load = 22.00 psf Wind Uplift = 13.36 psf w (dead) = D.L. x Trib. Lgth. = 10.33 lbs/ft. w (live) = L.L. x Trib. Lgth. = 1 D3.34 lbs/ft. w (snow) = S.L. x Trib. Lgth. = 1 D3.34 lbs/ft. w (T.L.) = Uniform Gravity Load = 113.67 lbs/ft. w (U.L.) = Uniform Uplift Load = 58.697 lbs/ft. MOMENTS DUE TO GRAVITY LOADS M (Simple) = w (T.L.) x L^2 / 8 = 5.266 ft -kips MOMENTS DUE TO WIND LOADS M (Simple) = w (W.L.) x L^2 / 8 3.236 ft -kips MAXIMUM END REACTIONS DUE TO GRAVITY LOADS R(Simple).= w(T.L.) x L / 2 = 1.1936 kips MAXIMUM END REACTIONS DUE TO WIND UPLIFT LOADS R(Simple) = w(U.L.) x L / 2 = 0.616 kips MINIMUM NUMBER OF SCREWS REQUIRED FOR END SUPPORT Maximum capacity of #12 screw in shear = 0.625 kips Minimum number of screws required = 2 - #12 screws See CFS computer run for design size purlin simple std.xls PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON Job: Date: �� By: Job No.: COVER SHEET q Z1��GoC�SH.: ` S.E. CONSULTANTS, INC. purlin simple std.xls CFS Version 4.11 Page 1 Section: BHP 8x2.5 - 14 Gage Cee.sct Steve Schaub, P.E. BHP 8x2.5 - 14 Gage Cee S.E. Consultants, Inc. Rev. Date: 10/7/20051:20:22 PM By: Steve Schaub, P.E. Section Inputs LL�-j Material: A607 Class 2 Grade 55 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 55 ksi Tensile Strength, Fu 65 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in'4 Cee, Thickness 0.075 in Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.0000 270.000 0.18750 None 0.000 0.0000 0.5000 2 2.5000 180.000 0.18750 Single 0.000 0.0000 1.2500 3 8.0000 90.000 0.18750 Single 0.000 0.0000 4.0000 4 2.5000 0.000 0.18750 Single 0.000 0.0000 1.2500 5 1.0000 -90.000 0.18750 None 0.000 0.0000 0.5000 CFS Version 4.11 Analysis: UBC purlin analysis.anl 21'-0" Purlin Rev. Date: 10/18/200510:33:06 AM -° By: Steve Schaub, P.E. Analvsis Inputs Steve Schaub, P.E. S.E. Consultants, Inc. Page 1 Members Section File Revision Date and Time 1 BHP 8x2.5 - 14 Gage Cee.sct 10/7/2005 1:20:22 PM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 .0.000 21.000 Top 0.4000 .0.0000 0.0000 Supports Type Location Brg Length (ft) (in) 1 XYT 0.000 2.000 2 XT 10.500 1.000 3 XYT 21.000 2.000 Loading: Dead Load Type Angle Start Loc. (deg) (ft) 1 Distributed 90.000 0.000 Loading: Live Load Type Angle Start Loc. (deg) (ft) 1 Distributed 90.000 0.000 Loading: Wind Load• Type Angle Start Loc. (deg) (ft) 1 Distributed 90.000 0.000 Load Combination: D+L Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Live Load 1.0000 Load Combination: 0.75D+W Loading Factor 1•Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Wind Load 0.7500 K 1.0000 1.0000 1.0000 End Loc. Start End (ft) Magnitude Magnitude 21.000 -0.01 -0.01 k/ft End Loc. Start End (ft) Magnitude Magnitude 21.000 -0.10 -0.10 k/ft End Loc. Start End (ft) Magnitude Magnitude 21.000 0.07 0.07 k/ft CFS Version 4.11 Page 2 Analysis: UBC purlin analysis.anl Steve Schaub, P.E. 21'-0" Purlin S.E. Consultants, Inc. Rev. Date: 10/18/200510:33:06 AM By: Steve Schaub, P.E. Member Check - 2001 AISI Specification - US (ASD) Load Combination: D+L Design Parameters at 10.500 ft: Lx 21.000 ft Ly 10.500 ft Lt 10.500 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 in Section: BHP 8x2.5 - 14 Gage Cee.sct Reduction, R: 0.4000 AISI Eq. C3.3.1-1 Cbx 1.2987 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.4000 0.0000 0.000 0.0000 Loads: P Mx VY My Vx 0.0000 (k) (k -in) (k) (k -in) (k) 6.1102 Total 0.0000 77.164 0.0000 0.000 0.0000 Applied 0.0000 77.164 0.0000 0.000 0.0000 0.943 Strength 9.0863 82.199 5.0222 14.112 6.1102 1.2707 Effective section properties at applied loads: Sxe(b) 2.5303 inA3 Ae 1.07353 inA2 Ixe 10.121 inA4 Iye 0.943 inA4 Sxe(t) 2.5303 in^3 Sye(1) 1.2707 inA3 Sxe(b) 2.5303 in'3 Sye(r) 0.5361 in^3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.939 + 0.000 = 0.939 <= 1.0 AISI Eq. C5.2.1-2 '(P, Mx, My) 0.000 + 0.939 + 0.000 = 0.939 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.881 + 0.000 = 0.881 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 2001 AISI Specification - US (ASD) Load Combination: 0.75D+W Design Parameters at 10.500 ft: Lx 21.000 ft Ly 10.500 ft Lt 10.500 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: BHP 8x2.5 - 14 Gage Cee.sct Cbx 1.2987 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.4000 AISI Eq. C3.3.1-1 Loads: P Mx VY My Vx AISI Eq. (k) (k -in) (k) (k -in) (k) 0.000 Total 0.0000 -27.957 0.0000 0.000 0.0000 Applied 0.0000 -27.957 0.0000 0.000 0.0000 Strength 9.0863 51.450 5.0222 14.112 6.1102 Effective section properties at applied loads: Ae 1.07353 in^2 Ixe 10.121 in"4 Iye 0.943 inA4 Sxe(t) 2.5303 inA3 Sye(1) 1.2707 in'3 Sxe(b) 2.5303 inA3 Sye(r) 0.5361 inA3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.543 + 0.000 = 0.543 <= 1.0 AISI.Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.543 + 0.000 = 0.543 <= 1.0 AISI Eq. C3.3.1-1 (Mx, Vy) 0.116 + 0.000 = 0.116 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 12 r' THE FOLLOWING IS BASED ON THE 1996 EDITION OF THE COLD -FORMED STEEL DESIGN MANUAL DEFINITIONS: Connection between purlins & beams d = Nominal screw diameter dw '= Larger of Head or Washer Diameter, not larger than 1/2° Factor of Safety= 3.0 Pas = allowable shear force per screw Pns nominal shear strength per screw Pat = allowable tension force per screw Pnt = nominal tension strength per screw Pnot = pull-out per screw Pnov = pull -over per screw 1:1 = thickness of member in contact with the screw head t2 = thickness of member not in contact with the screw head Ful = tensile strength of member in contact with screw Fu2 = tensile strength of member not in contact with screw II tl = 0.0747 in. Approximate Gauge = 14 Ful = 65000 psi, Fy = 55000 psi II II t2 = 0.0747 in. Approximate Gauge = 14 Fu2 = 65000 psi, Fy = 55000 psi II II Screw No. , 12 II II Shank Diam. = 0.216 in. II SECTION E4.3.1 CONNECTION SHEAR GOVERNED BY BASE METALS t2/t1 = 1 t2/t1 <= 1.0, USE EQUATIONS E4.3.1 TO E4.3.3 WHEN t2/tl <= 1.0', WHEN t2/tl >= 2.5 Equation E4.3.1 = 2590.4 lbs/screw Equation E4.3.4 = 2831.7 lbs/screw Equation E4.3.2 = 2831.7 lbs/screw Equation E4.3.5 = 2831.7 lbs/screw Equation E4.3.3 = 2831.7 lbs/screw Pns (smallest of the above:) = 2590.4 lbs/screw Pns (smallest of the above:) = 2831.7 lbs/screw Pas = Allow. Shear per SCREW = Pns/ (F.S. of 3.0) = 863.5 lbs/screw . Allow. Shear Capacity of Screw : 625.0 #/screw Based on °HILTI° w/ F.S. of 3.0 SECTION E4.4, TENSION Equation E4.4.1.1, Pullout Force, Pnot = 891.5 lbs/screw Equation E4.4.2.1, Pullover Force, Pnov = 2276.0 lbs/screw Pnt = nominal tension strength per screw = lesser of Pnot & Pnov Pnt = 891.5 lbs/screw Pat = Allow. Tension per SCREW = Pnt/ (F.S. of 3.0) = 297.2 lbs/screw II II II II II Allowable Shear per Screw = 625.0 lbs/screw II II Allowable Tension per Screw = 297.2 lbs/screw II II II II II II NOTE: Governed By Shear Capacity Of Screws. II , II II NOTE: 1. Minimum Spacing of screws shall not be less than 3d 2. Minimum Edge Distance of screws shall not be less than 3d (May be 1.5d in direction perpendicular to force, when connection is subject to shear in one direction.) 3. The head of the screw or the washer shall have a diameter, dw of not less than 5/16 inch, washers shall be at least 0.050 inch thick. 4. Values may be increased 33% for wind or earthquake loads. PRELI M I N ARyyY U N LESS SEALED 0 N, EACH nSH EET 0 R O N CO VER SH EET .b b: C.�,t:�L+ _ Date: 105 By: bb No.: 0441-w sH.: l3 S.E. CONSULTANTS, INC. SCREW CAPACITIES IN LIGHT GAUGE COLD FORMED STEEL THE FOLLOWING IS BASED ON THE 1996 EDITION OF THE COLD -FORMED STEEL DESIGN MANUAL 191*11,1411161H.3 d = Nominal screw diameter dw = Larger of Head or. Washer Diameter, not larger than 1/2" Factor of Safety = 3.0 Pas = allowable shear force per screw Pns = nominal shear strength per screw Pat = allowable tension force per screw Pnt = nominal tension strength per screw Pnot = pull-out per screw. Pnov = pull -over per screw tl = thickness of member in contact with the screw head . t2 = thickness of member not in contact with the screw head Ful = tensile strength of member in contact with screw Fu2 = tensile strength of member not in contact with screw SECTION E4.3.1 CONNECTION SHEAR WHEN t2/t1 <=1.0 Equation E4.3.1 Pns = 4.2(t2"3 * d)"0.5 * Fu2 Equation E4.3.2 Pns = 2.7 tl * d * Ful Equation E4.3.3 Pns = 2.7 t2 * d * Fu2 WHEN t2/t1 >= 2.5 Equation E4.3.4 Pns = 2.7 tl * d * Full Equation E4.3.5 Pns = 2.7 t2 * d * Fu2 Pas = ALLOW. SHEAR PER SCREW = Pns/ (F.S. of 3.0) SECTION E4.4, TENSION Equation E4.4.1.1, Pnot, Pull-out force = 0.85 tc d Fu2 Equation E4.4.2.1, Pnov, Pull -over force = 1.5 tl dw Ful Pnt = nominal tension strength per screw = lesser of Pnot & Pnov Pat = ALLOW. TENSION PER SCREW = Pnt/ (F.S. of 3.0) NOTES: 1. Minimum Spacing of screws shall not be less than 3d 2. Minimum Edge Distance of screws shall not be less than 3d (May be 1.5d in direction perpendicular to force, when connection is subject to shear in one direction.) 3. The head of the screw or the washer shall have a diameter, dw of not less than 5/16 inch, washers shall be at least 0.050 inch thick. 4. Values may be increased 33% for wind or earthquake loads. PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: 5�a►cy ofecc.Jtd Date: /0)65 By: &G Job No.: Zl7f'05 SH.: 14 S.E. CONSULTANTS, INC. Structures Basic Geomet Roof slope Length Tributary Width Total Tributary Area Total Live Load Dead Load Live Load (reduced) Snow Load Total Gravity Load Wind Uplift w (dead) = D.L. x Trib. Lgth. w (live) = L.L. x Trib. Lgth. w (snow) = S.L. x Trib. Lgth. w (T.L.) = Uniform Gravity Load w (U.L.) = Uniform Uplift Load MOMENTS DUE TO GRAVITY LOADS RAFTER Code Requirements = UBC 0.25/12 8.67 feet = 21.00 feet = 182.01 Sq. Ft. = 20.00 psf 2.00 psf 20.00 psf 20.00 psf 22.00 psf = 13.36 psf 42.00 lbs/ft. 420.00 lbs/ft. 420.00 lbs/ft. 462.00 lbs/ft. 238.56 lbs/ft. M (Simple) = w (T.L.) x L^2 / 8 = 4.338 ft -kips MOMENTS DUE TO WIND LOADS M (Simple) = w (W.L.) x L^2 / 8 = 2.240 ft -kips MAXIMUM END REACTIONS DUE TO GRAVITY LOADS R(Simple) = w(T.L.) x L / 2 = 2.002 kips MAXIMUM END REACTIONS DUE TO WIND UPLIFT LOADS R(Simple) = w(U.L.)•x L / 2 = 1.034 kips MINIMUM NUMBER OF SCREWS REQUIRED FOR END SUPPORT Maximum capacity of #12 screw in shear = 0.618 kips Minimum number of screws required = 4 - #12 screws See detail for actual number of screws required. See CFS computer run for design size I If PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: Date: /4 By: Job No.: < -LeSH.: S.E. CONSULTANTS, INC. CFS Version 4.11 Page 1 Section: BHP 8x2.5 - 14 Gage Cee.sct Steve Schaub, P.E. BHP 8x2.5 - 14 Gage Cee S.E. Consultants, Inc. Rev. Date: 10/7/20051:20:22 PM By: Steve Schaub, P.E. Section Inputs Material: A607 Class 2 Grade 55 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 55 ksi Tensile Strength, Fu 65 ksi Warping Constant Override, Cw 0 in'6 Torsion Constant Override, J 0 in'4 _Cee, Thickness 0.075 in Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.0000 270.000 0.18750 None 0.000 0.0000 0.5000 2 2.5000 180.000 0.18750 Single 0.000 0.0000 1.2500 3 8.0000 90.000 0.18750 Single 0.000 0.0000 4.0000 4 2.5000 0.000 0.18750 Single 0.000 0.0000 1.2500 5 1.0000 -90.000 0.18750 None 0.000 0.0000 0.5000 Aa CFS Version 4.11 Page 1 Analysis: UBC purlin analysis.anl Steve Schaub, P.E. 8'-8" Rafter S.E. Consultants, Inc. Rev. Date: 10/18/20051:51:23 PM By: Steve Schaub, P.E. Analysis Inputs . Members Section File Revision Date and Time ,1 BHP 8x2.5 - 14 Gage Cee.sct 10/7/2005 1:20:22 PM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.0000 8.6700 Top 0.4000 0.0000 0.0000 Supports Type Location Brg Length K (ft) (in) 1 XYT 0.0000 2.000 1.0000 2 XYT 8.6700 2.000 1.0000 Loading: Dead Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.0000 8.6700 -0.02 -0.02 k/ft Loading: Live Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.0000 8.6700 -0.17 -0.17 k/ft Loading: Wind Load ` Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.0000 8.6700 0.12 0.12 k/ft Load Combination: D+L Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Live Load 1.0000 Load Combination: 0.75D+W Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Wind Load 0.7500 /-A CFS Version 4.11 Page 2 Analysis: UBC purlin analysis.anl Steve Schaub, P.E. 8'-8" Rafter S.E. Consultants, Inc. Rev. Date: 10/18/20051:51:23 PM By: Steve Schaub, P.E. Member Check - 2001 AISI Specification - US (ASD) Load Combination: D+L Design Parameters at 4.3350.ft: Lx 8.6700 ft Ly 8.6700 ft Lt 8.6700 ft Kx 1.0000 - Ky 1.0000 Kt 1.0000 Section: BHP 8x2.5 - 14 Gage Cee.sct Cbx 1.1364 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: -.Top Moment Reduction, R: 0.4000 <= 1.0 AISI Eq. Loads: P Mx VY My Vx <= 1.0 AISI (k) (k -in) (k) (k -in) (k) + 0.000 = Total 0.0000 21.835 0.0000 0.000 0.0000 0.0000 Applied 0.0000 21.835 0.0000 0.000 0.0000 0.0000 Strength 9.8102 82.199 5.0222 15.959 6.1102 6.1102 Effective section properties at applied loads: applied loads: Ae 1.07353 in'2 Ixe 10.121 in"4 Iye 0.943 in^4 in'4 Sxe(t) 2.5303 in^3 Sye(1) 1.2707 inA3 in'3 Sxe(b) 2.5303 in�3 Sye(r) 0.5361 inA3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.266 + 0.000 = 0.266 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.266 + 0.000 = 0.266 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.071 + 0.000 = 0.071 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 2001 AISI Specification - US (ASD) Load Combination: 0.75D --W Design Parameters at 4.3350 ft: Lx 8.6700 ft Ly 8.6700 ft Lt 8.6700 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: BHP 8x2.5 - 14 Gage Cee.sct Cbx 1.1364 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.4000 AISI Eq. C3.3.1-1 Loads: •P Mx VY My Vx AISI Eq. (k) (k -in) (k) (k -in) (k) = 0.000 Total 0.0000 -8.063 0.0000 0.000 0.0000 Applied 0.0000 -8.063 0.0000 0.000 0.0000 Strength 9.8102 60.078 5.0222 15.959 6.1102 Effective section properties at applied loads: Ae 1.07353 in'2 Ixe 10.121 in^4 Iye 0.943 in'4 Sxe(t) 2.5303 in^3 Sye(1) 1.2707 in'3 Sxe(b) 2.5303 inA3 Sye(r) 0.5361 in'3 Interaction Equations AISI Eq. C5.2.1-1 (P,'Mx, My) 0.000 + 0.134 + 0.000 =-0.134 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.134 + 0.000 = 0.134 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.010 + 0.000 = 0.010 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 BACKWALL GIRT I ,1 Structures Basic Geometry Length of Girt = 10.50 feet Tributary Applied to Girt = 5.00 feet Total Tributary on Girt = 52.50 Sq. Ft. Wind Pressure = 13.36 psf Wind Suction = 17.36 psf w (press) = Uniform Wind Load = 66.8 lbs/ft. w (suet) = Uniform Wind Load N = 86.8 lbs/ft. MOMENTS DUE TO WIND PRESSURE LOADS M (Simple) = w (T.L.) x L^2 / 8 = 0.921 ft -kips MOMENTS DUE TO WIND SUCTION LOADS M (Simple) = w (W.L.) x L^2 / 8 = 1.196 ft -kips MAXIMUM END REACTIONS DUE TO WIND PRESSURE LOADS R(Simple) = w(T.L.) x L / 2 = 0.351 kips MAXIMUM END REACTIONS DUE TO WIND SUCTION LOADS R(Simple) = w(U.L.) x L / 2 = 0.456 kips MINIMUM NUMBER OF SCREWS REQUIRED FOR END SUPPORT Maximum capacity of #12 screw in shear = 0.625 kips Minimum number of screws required = 2 - #12 screws See CFS computer run for design size PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Jobo(eckj Date: J05105' BY: &trCJob No.: <E174'0SSH.: 19 S.E. CONSULTANTS, INC. girt simple.xis CFS Version 4.11 Page 1 Section: 4x2x1-16 Gage Cee.sct Steve Schaub, P.E. CEE 4x2x1-16 Gage - unstiffened S.E. Consultants, Inc. Performance Steel Buildings Rev. Date: 9/29/20051:36:54 PM By: Steve Schaub, P.E. ♦ —� Section Inputs Material: A607 Class 2 Grade 55 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 55 ksi Tensile Strength, Fu 65 ksi Warping Constant Override, Cw 0 in'6 Torsion Constant Override, J 0 in'4 Unstiffened Channel, Thickness 0.0598 in Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.0000 270.000 0.10800 None 0.000 0.0000 0.5000 2 2.0000 180.000 0.10800 Single 0.000 0.0000 1.0000 3 4.0000 90.000 0.10800 Single 0.000 0.0000 2.0000 4 2.0000 0.000 0.10800 Single 0.000 0.0000 1.0000 5 1.0000 -90.000 0.10800 t None 0.000 0.0000 0.5000 ec CFS Version 4.11 Page 1 Analysis: girt analysis.anl Steve Schaub, P.E. 6'-0" Endwall Girt S.E. Consultants, Inc. Performance Steel Buildings Rev. Date: 10/18/20051:33:23 PM By: Steve Schaub, P.E. t Analysis Inputs Members Section File Revision Date and Time 1 4x2x1-16 Gage Cee.sct 9/29/2005 1:36:54 PM Start Loc., End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.000 10.500 Top 0.4000 0.0000 0.0000 Supports - Type Location Brg Length K (ft) (in) 1 XYT 0.000 2.000 1.0000 2 XYT 10.500 2.000 1.0000 Loading: Wind Pressure Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.000 10.500 0.07 0.07 k/ft Loading: Wind Suction Load Type Angle Start Loc. End Loc. Start End .(deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.000 10.500 -0.09 -0.09 k/ft Load Combination: W+ Loading Factor 1 Wind Pressure Load 0.7500 Load Combination: W Loading Factor 1 Wind Suction Load 0.7500 01 CFS Version 4.11 Page 2 Analysis: girt analysis.anl Steve Schaub, P.E. 6'-0" Endwall Girt S.E. Consultants, Inc. Performance Steel Buildings Rev. Date: 10/18/20051:33:23 PM By: Steve Schaub, P.E. Member Check - 2001 AISI Specification - US (ASD) Load Combination: W+ Design Parameters at 5.250 ft: Lx 10.500 ft Ly 10.500 ft Lt 10.500 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 4x2xl-16 Gage Cee.sct Cbx 1.1364 Cby 1.0000 My) ex 0.0000 in Cmx 1.0000 Cmy 1.0000 (P, Mx, ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.4000 (Mx, Vy) 0.165 Loads: P Mx Vy Eq. My Vx Vx) 0.000 (k) (k -in) (k) 0.0000 (k -in) (k) 0.000 Total 0.0000 -8.806 0.0000 11.535 0.000 0.0000 0.0000 Applied 0.0000 -8.806 0.0000 3.9473 0.000 0.0000 Strength 6.2953 11.300 3.9473 4.786 4.1057 0.56954 in^2 Effective section properties at applied loads: 0.3664 inA4 Ae 0.56954 in'2 Ixe 1.4146 in'4 Iye 0.3664 in'4 0.70730 inA3 Sye(r) Sxe(t) 0.70730 in'3 Sye(1) 0.46013 in^3 Sxe(b) 0.70730 in^3 Sye(r) 0.30439 in'3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.779 + 0.000 = 0.779 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.779 + 0.000 = 0.779 <= 1.0 AISI Eq. C3.3.1-1 (Mx, Vy) 0.165 + 0.000 = 0.165 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 2001 AISI Specification - US (ASD) Load Combination: W - Design Parameters at 5.250 ft: Lx 10.500 ft Ly 10.500 ft Lt 10.500 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 4x2xl-16 Gage Cee.sct Cbx. 1.1364 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.4000 AISI Eq. C3.3.1-1 Loads: P Mx Vy My Vx AISI Eq. (k) (k -in) (k) (k -in) (k) 0.000 Total 0.0000 11.535 0.0000 0.000 0.0000 Applied 0.0000 11.535 0.0000 0.000 0.0000 Strength 6.2953 21.687 3.9473 4.786 4.1057 Effective section properties at applied loads: Ae 0.56954 in^2 Ixe 1.4146 inA4 Iye 0.3664 inA4 Sxe(t) 0.70730 inA3 Sye(1) 0.46013 inA3 Sxe(b) 0.70730 inA3 Sye(r) 0.30439 inA3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.532 + 0.000 = 0.532 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.532 + 0.000 = 0.532 <= 1.0 AISI Eq. C3.3.1-1 (Mx, Vy) 0.283 + 0.000 = 0.283 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 0.000 <= 1.0 2c Backwall columns Structures Basic Geometry Length of Rafter = 10.50 feet Tributary Applied to Rafter = 10.50 feet Total Tributary on Rafter = 110.25 Sq. Ft. Wind Pressure = 13.36 psf Wind Suction =. 13.36 psf w (press) = Uniform Wind Load = 140.28 lbs/ft. w (suct) = Uniform Wind Load = 140.28 lbs/ft. MOMENTS DUE TO WIND PRESSURE LOADS M (Simple) = w (T.L.) x L^2 / 8 = 1.933 ft -kips MOMENTS DUE TO WIND SUCTION LOADS M (Simple) = w (W.L.) x L^2 / 8 1.933 ft -kips MAXIMUM END REACTIONS DUE TO WIND PRESSURE LOADS R(Simple) = w(T.L.) x L / 2 = 0.736 kips MAXIMUM END REACTIONS DUE TO WIND SUCTION LOADS R(Simple) = w(U.L.) x L / 2 = 0.736 kips MINIMUM NUMBER OF SCREWS REQUIRED FOR END SUPPORT Maximum capacity of #12 screw in shear = 0.625 kips Minimum number of screws required = 2 - #12 screws See CFS computer run for design size PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET lob: -D By: 9FC lob No.: 09'77'(ZSH.: �J S.E. CONSULTANTS, INC. backwall column simple.As CFS Version 4.11 Section: is 4x4x0.12.sct Tube 4x4x0.120 Rev. Date: 8/5/200110:39:59 AM By: Steven W. Schaub Section Inputs Steve Schaub, P.E. S.E. Consultants, Inc. Page 1 Material: A607 Class 2 Grade 55 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi, Yield Strength, Fy 55 ksi Tensile Strength, Fu 65 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in'4 Tube, Thickness 0.12 in Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Closed shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 4.0000 0.000 0.19400 Single 0.000 0.0000 2.0000 2 4.0000 90.000 0.19400 Single 0.000 0.0000 2.0000 3 4.0000 180.000 0.19400 Single 0.000 0.0000 2.0000 4 4.0000 -90.000 0.19400 Single 0.000 0.0000 2.0000 Z� CFS Version 4.11 Page 1 Analysis: UBC column analysis.anl Steve Schaub, P.E. 10'-0" Column Analysis S.E. Consultants, Inc. Rev. Date: 10/18/200511:41:30 AM By: Steve Schaub, P.E. N Analvsis Inputs Members Section File Revision Date and Time 1 is 4x4x0.12.sct 8/5/2001 10:39:59 AM Start•Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.0000 10.0000 None 0.0000 0.0000 0.0000 Supports Type Location Brg Length K (ft) (in) 1 XYTRxRy 0.0000 2.000 1.0000 2 XT 10.0000 1.000 1.0000 Loading: Dead Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Axial NA 0.0000 9.9000 0.2730 0.2730 k Loading: Live Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Axial NA 0.0000 9.9000 2.7300 2.7300 k Loading: Wind Load Type Angle Start.Loc. End Loc. Start End • (deg) (ft) (ft) Magnitude Magnitude 1 Axial NA 0.0000 9.9000 -3.0030 -3.0030 k 2 Concentrated 90.000 9.8583 NA 0.1210 NA k Bearing Length 1.000 in Load Combination: D+L Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Live Load 1.0000 CFS Version 4.11 Page 2 Analysis: UBC column analysis.anl Steve Schaub, P.E. 10'-0" Column Analysis S.E. Consultants, Inc. Rev. Date: 10/18/200511:41:30 AM By: Steve Schaub, P.E. Load Combination: 0.75(D+W) Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Wind Load 0.7500 Member Check - 2001 AISI Specification - US (ASD) Load Combination: D+L 1.0000 Cby 1.0000 ex 0.0000 Design Parameters at 0.0000 ft, Right side: Cmy 1.0000 ey Lx 10.0000 ft Ly 10.0000 ft Lt 10.0000 ft Kx 2.0000 Ky 1.0000 Kt 1.0000 Section: is 4x4x0.12.sct (k -in) (k) (k -in) (k) Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 16.691 73.622 16.691 Loads: P Mx VY My Vx Ae (k) (k -in) (k) (k -in) (k) in^4 Total 3.003 -3.693 0.062 0.000 0.000 in'3 Applied 3.003 -3.693 0.062 0.000 0.000 in'3 Strength 11.011 73.622 16.691 73.622 16.691 Effective section properties at applied loads: Ae 1.8101 in'2 Ixe 4.4709 in'4 Iye 4.4709 in'4 Sxe(t) 2.2354 inA3 Sye(1) 2.2354 in^3 Sxe(b) 2.2354 in'3 Sye(r) 2.2354 in'3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.273 + 0.066 + 0.000 = 0.339 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.054 + 0.050 + 0.000 = 0.104 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.003 + 0.000 = 0.003 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 2001 AISI Specification - US (ASD Load Combination: 0.75(D+W) Design Parameters at 0.0000 ft, Right side: Lx 10.0000 ft Ly 9.9377 ft Lt 9.9377 ft Kx 2.0000 Ky 1.0000 Kt 1.0000 Section: is 4x4x0.12.sct Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k -in) (k) (k -in) (k) Total -2.047 8.012 -0.045 0.000 0.000 Applied -2.047 8.012 -0.045 0.000 0.000 Strength 58.827 73.622 16.691 73.622 16.691 Effective section properties at applied loads: Ae 1.8101 in'2 Ixe 4.4709 in'4 Iye 4.4709 in^4 Sxe(t) 2.2354 inA3 Sye(1) 2.2354 in'3 Sxe(b) 2.2354 in'3 Sye(r) 2.2354 in'3 Zro CFS Version 4.11 Page 3 Analysis: UBC column analysis.anl Steve Schaub, P.E. 10'-0" Column Analysis S.E. Consultants, Inc. Rev. Date: 10/18/200511:41:30 AM By: Steve Schaub, P.E. Interaction Equations AISI Eq. C5.1.1-1 (Mx, My, T) 0.109 + 0.000 + 0.035 = 0.144 <= 1.0 AISI Eq. C5.1.1-2.(Mx, My, T) 0.109,+ 0.000 - 0.035 = 0.074 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.012 + 0.000 = 0.012 <= 1.0 AISI.Eq. C3.3.1-1 ' (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 T OF COLUMN LOADS GRAVITY LOADS = 0.273 kips Vs (Controls) Roof Slope = 0.25/12 = 1 Length of Column = 10 feet Earthquake Moment to Column(s) Width of Building = 26 feet See CFS computer run for design size Average Bay Spacing = 21 feet Number of Lateral Columns, = 4 Tributary Area to Column = 136.50 sq. ft. Dead Load = 2.00 psf Live Load = 20.00 psf Live Load (reduced) = 20.00 psf Total Dead Load to Column = 0.273 kips Total Live Load to Column = 2.730 kips Total Gravity Load to Column = 3.003 kips WIND LOAD Wind Uplift = 13.36 psf Dead Load = 2.00 psf Net Wind Uplift (W.L.. D.L.) = 11.36 psf Total Wind Load = 1.824 kips Total Wind Uplift to Column = 1.551 kips LATERAL WIND LOAD Wind, Lateral = 17.36 psf _ Height of Vertical Surface = 1.33 feet Wind Load per Column = 0.121 kips Wind Moment to Column = 1.212 ft -kips EARTHQUAKE LATERAL/LONGITUDINAL LOAD TO COLUMN -1997 UBC Zone = 4 Z = 0.4 = 1 Ca = 0.44 Cv = 0.64 Na = 1 Nv = 1 R = 2.2 T = 0.035 * (hn)^0.75 = 0.197 Vs= Cv x I / (R x T) = 1.478 W (30-4) Vs= 2.5 x Ca x I / R = 0.500 W (30-5) Vs = 0.11 x Ca x 1 = 0.048 W (30-6) Vs= 0.8xZxNvxl/R = 0.145 IN (30-7) Total D.L. to Column = 0.273 kips Vs (Controls) = 0.137 kips p Reliability/redundancy Factor = 1 E = p*Eh = 0.137 kips (30-1) Earthquake Moment to Column(s) = 1.365 ft -kips Seismic Governs See CFS computer run for design size 0 PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: arny_yCftt Date: By: k(, Job No.: 24M"C%H.: S.E. CONSULTANTS, INC. NON CONSTRAINED POLE TYPE FOOTING PER UBC PRELIMINARY Job: 3-r DESCIPTION OR LOCATION OF FOOTING: COLUMNS WI D.L. & WIND S.E. CONSULTANTS, INC. ALLOWABLE SOIL BEARING = 1500 PSF ALLOWABLE LATERAL BEARING = 150 PSF/FT CHECK LATERAL BEARING CAPACITY CHECK VERTICAL BEARING CAPACITY A 4.36 h P(t.l.), Gravity Load = 3.003 kips d = — (1 + 11 + ] " 1/2) Allowable Bearing at Min. Depth = 1500 psf ' 2 A Allowable Bearing w/ Increase for Depth = 2150 psf 2.34 P Allowable Bearing Value at Bottom of Pier = 2150 psf A=-- — A, Bearing Area at Bottom of Pier = 3.142 sq. ft. S1 x b qs, Gravity Load Soil Pressure = 956 psf. Load Due To Wind or Seismic? (Y/N) N O.K. - WITHOUT SKIN FRICTION M, Moment in Column = 1.365 ft. kips Allow. Skin Friction = Allow. Bearing / 6 = 358.4 psf P, Lateral load = M / h = 137 lbs. Skin Surface (Excluding top one foot) = 13.6 sq. ft. h Dist. in feet from ground to "P" = 10 feet Skin Friction = 4.9 kips d Depth of Concrete Footing = 3.17 feet NOT USED b Diameter of round footing = 2.00 feet Allowable Lateral Bearing = 150 lbs/sq.ft. CHECK UPLIFT CAPACITY, IF APPLICABLE Footnote d, Table 1804.2:-- ` Will structure be adversely affected by a F, Total Wind Uplift Load = 1.82 kips 1/2" motion at the ground surface? (Y/N) N Allowable Bearing Value at Bottom of Pier = 2150 psf 2 x Allowable Lateral Bearing, per Footnote d = 300.0 lbs/sq.ft. Allow. Skin Friction = Allow. Bearing / 6 = 358.4 psf S1 Allowable Lat. brg. based on 1/3 of "d" = 316.7 lbs/sq.ft. Skin Surface (Excluding top one foot) = 13.6 sq. ft. (limited to "d" = 12 feet) Skin Friction = 4.9 kips Allowable Lat. Brg. w/ 33% Increase = N/A lbs/sq.ft. 2/3 Dead Load of Pier = 1.0 kips 2/3 Dead Load of Earth = 2.6 kips A = r 0.504 Total Dead Load = 3.5 kips O.K. REQUIRED "d" = 2.61 FEEL < 3.167 FEET O.K. Diameter of Pier = Depth of Concrete Footing = CHECK STRESSES OF CONCRETE PIER fc, Compressive Strength of Concrete Moment on Pier Due to Wind or Seismic? (Y/N) S, Section Modulus of the Round Concrete Pier f, Stress in Plain Concrete Pier = M/S ft, Allowable Tension = 1.6 x SQRT. fc ft, Increased for Wind or Seismic 24.00 inches 3.17 feet 2500 psi N 1357 in.^3 12.069 psi. = 80 psi. 106.67 psi. O.K. PRELIMINARY Job: 3-r UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Date: io By: Job No.: Z,g44-e% 15# SH.: 29 S.E. CONSULTANTS, INC. i 51 -T• �4 J 1W a J/2 ¢' a rv• t. Asa e i a R9 III; gitipping 111i L/ i4� 3 R 77-7 in EXCAVA AND, C1 7- POO Srze _ x - —� tom , k Depth- - — — (rte ®� Perimeter Ft _ _ Dirt on Job Std L®tti -, t Sgtiareft. +.r Shallow encs tamR ramp i�ia�s T r — m9 �1_T Equipment stab....-- - } _ x Site access Wall Q . once to be: ger ft Elevatron Removed er Cor�raetar Pool CaPacfry tats. - _ _ ..._ Rept by: Buyer Contractor Fitter rate__ + Tum _ Miscellaneous over Hrs.; 2. EQUIPMENT Filter Sq: F1. Matntenan (To include the f owing) �t3rab rail panels----.--- l Backwash valve Brush ' . L mr�er the Kit e L! wit# t cwd Pump horse power _ _-t6 Ft. Pole Thermometer ::.r 300w .' Trans_ rd 1 Separation tank Chlorinator AC4or pak _ i Heater BTU - DiviVJump Board-: _ . Time Clock(s) Model # _ Net LPG Fleo. rl Solar Diving Board Panels.: :' G. F. - ` Indoor Outdo Slide (type) Color Booster pump t Pool cover ¢ '_ Sir, w Lett Right Prevent a Freeze Aulom ool Claaner Roppotfaors # _ aim ftow(s) #— _ Vac m - Ft. hose - -_ _ Ft. of rope w/ _ _ -- floats: : Stdmmer(s) # ` .. ` . > rel! Main drairtiis)— t. Miscellaneous — ,j° 3. 'PLUMBING .. v COPPER ' r 1" Fill line Ft. of !Backwash Ft. of Solar Ft. at { Slide. -_ _ Ft. of -- _ Dram tomFt. of Overflow Ft. of Return Ft. of .- Pool Cleaner Ft. of _ Foantaln _____.— ft df .-- �-. Suction _ _ Ft. of 9� — Mi,cellaneous _gel 4. STRUCTURAL 11 .. Steel Schedule Deep End Rairrp ,.: mow end ramp . 4 Miscellaneous 5. CONCRETE t Equipment slab_.___IV -a- - x --Ft. Inside . i Custom steps— _ Recessed _ Y Miscellaneous- - 5. TILE AND/OR COPING CANTILEVER T. GASLINE I Tile #_ at Buiklie r.71 ® Owfw &ze 1410 Size 3 Coping #� Color {meter to tea #. r Rock Type Ft at 3 Miscellaneous �. ELECTRICAL Bu lder Utility Owner :- Eiec.nm (Panel to equip.) ;CFir L Time Clo sj _ Miscellaneous Ftp included additional al► F3 tight ' -- _ — 9. DECKING Builder Utility : Owner type m -- Sa fL- - - ... • 'w' 'C.�r- Cwnr ' rwiscetiaReous ----tic 10. INTE FINIS M 1 STLW. . Std. Color - -- -- ' 1 Main drain vortex Anti vortex - - r Mfmd9 s® .. 4 h TTE COUNIJ "Nq�13UILDING DIVISIONtva , , � , ✓ } . - _T _OVENH" Phory - Bus city_ Ll,fice " Phone s a. - - - Y - - Y d ! Office use only _.. Chocked by- PLAN y PLAN APPROVAL s S rovil of or spa and ent focatons + k PLANNING DIY �iC�l- BUILDING. � plus ell acres 3 tis fn. s P R _ SALESMAN:. ,wa -` Te Parking:—� _ ULRritt�` �� OWNER. DATE: � Other 4a 13 t r ® DIV0ARD JIG TO BE INSTALLEC ACCO TO MAW RER AND Signature: r EO D TO POOH.. ®; OWNER REQUIR DT WATER PO& AREA YS PRIOR EXCAVATION, NOTE® DO NOT WATER $S. NOTEd- Ali ELECTRICAL BONONG INSPECTION MUST BE APPIROVED PRIOR TO IPOJNNG DECKS. ® NO DINT WILL BE REMOVED, RETURNED OR GRADED AFTER DAY OF'EXCAVATION. ® EQUIPMENT PAD APPROVED FOR THIS LOCA OflitY — REL A- WILL n flt_i' IN 4 - ! Z� Z ! 9 AD[�tTtBtvAt COST TO OWNER. �"�,••777 - - - - Seismic Lon , , - 465 12 PURLIN 1 RAFTER 1 COLUMN 1 U.N.O. I COLUMN COLUMN 1 MN 2 COLUMN 2 O (b l 16 18 i--Ill=1 I I. 1-1=111=111-1 I =111 - III _1II - I I I =III- I I 1=111111=11II - III _III - il=l _ill - 1 1 1 --TIMI_= I � x 6 GRADE BEAM I� AT sIDEwALLs 21'-0" 4 o 22 1 W f3% (y) (U.N.O.) � 29 i Design Thickness, Inches 9 ROOF DECK S-2 �n ,® t;0 CD �o 0.0299 0.0239 (n �. is he w r square caisson footing t lower, elevation. Round o sq a 9 embedment depths .for footings do not a P 9 apply PURLIN 1 PURLIN 1 i r where to locations where walls of the hole will not stand without supplemental support, o PP PP BUILDING tt � � ® 0 UNCOMPACTED `fill of organic fill material exists. Design 9 9 so APPROVED - � L� w INISH GRADE for Class 4 isoils. 6 3 3 PURLIN BRACING �, CL _ = cm S-2 S 2 TYP..AT MIDSPAN S 2 >v W II III —I 4 Concrete: III CO I_ PURLIN 1 � PUF,LIN 1 r s -z —I AI — I concrete': rein re wired shall be done in accordance he q - with ACf Stan dard 301 89 S ecrfications for P W � a a Ory 0 I ., f Structural c,mcrete for Buildings", which Is hereby made _ H II III II II _ _ LO I PURLIN 1 PUf,LIN 1 and shall no filyash I PURLIN BRACING TYP. AT MIDSPAN COLUMN 1 6 3 +i _ iv - Seismic Lon , , - 465 12 PURLIN 1 RAFTER 1 COLUMN 1 U.N.O. PURLIN 1 RAFTER1 COLUMN 1 (U.N.O.) O (b l 16 18 i--Ill=1 I I. 1-1=111=111-1 I =111 - III _1II - I I I =III- I I 1=111111=11II - III _III - il=l _ill - 1 1 1 --TIMI_= I � x 6 GRADE BEAM I� AT sIDEwALLs 21'-0" =T- 111 1 I _—III _ I — III --11 _1 I I --III I I I --_ I _I Fir= I I_ I I _I 11— I—v- -1 —CAISSON FTG. I I 21'-0" 42'-0-1 - Seismic Lon , , - 465 12 14 O (b l 16 18 O Nc0 4 The undersigned engineer will not supervise the fabrication or erection of this structure. 22 1 W f3% (y) I I Foundations. 29 C3) (n3 O r� Design Thickness, Inches 9 0.1046 0.0747 ,® t;0 CD All below finish rade or existing natural rade whichever Allowable _sol bearing value is .1500 PSF at 18 a I 9 9 9 9 0.0299 0.0239 (n �. is he w r square caisson footing t lower, elevation. Round o sq a 9 embedment depths .for footings do not a P 9 apply O x i r where to locations where walls of the hole will not stand without supplemental support, o PP PP BUILDING tt � � ® 0 UNCOMPACTED `fill of organic fill material exists. Design 9 9 i pressure per UBC Table 18 I -A lateral soil r P P APPROVED - � L� w INISH GRADE for Class 4 isoils. �, CL _ = cm 0 o i II III —I 4 Concrete: III CO I_ —I AI — I concrete': rein re wired shall be done in accordance he q - with ACf Stan dard 301 89 S ecrfications for P I ., f Structural c,mcrete for Buildings", which Is hereby made r of these documents with the following a part t e g modification.,, Para 2 1.2 ,ement shall comply with ASTM C150 Type II and shall no filyash -(U.N.O.)LO S2 - I, -2 Para F shall b a 3 2 e 2,500 PSI for all concrete. PSI 3 00 0 for Squality) PURLIN 1 PUr;LIN 1 q s `Para 4.1.3 he use of earth cuts for forms is permitted. tted zo Para 5.2 RCinforcin shall be new billeted steel complyingwith ASTM A615 Grade 40. 9 4 +I S-2 COLUMN 1 5 Structural Seel, am _ (U.N.O.) 3 4 ROOF DECK S-2 S_ _ r = All structure, steel shall be ASTM A36 F 36 000 PSI or ASTM A a72 GRADE 50 F 50 OOOPSI �Y ) �Y ); - = All pipe sha,l be ASTM A 501 F 36 000 PSI or ASTM A53 Type E or S rade B Q P P � Y � ) � YP 9 m F 36 OOC PSI . All tubular steel shall be ASTM a500 F 46 000 PSI �Y ) �Y ) _EEqr Latest AISC "and AWconstruction r I AI hand k. x ansi b I to S codes apply. •All e latest SC boo All expansion bolts t 3/16 =1'-O" PURLIN 1 RAFTED 1 PURLIN 1 RAFTER1 PRYP P 5 have rr a e cu en I.C.13.0 approval. All welding b welders holden valid certificates and haven current PP 9 Y 9 9 COLUMN 2 COLUMN 2 .. _ experience I,1 type f w S-2 2 o weld shown on the drawings or notes. Certificates shall be those Issued b P YP 9 Y LU _ and accepted testing agency. All welding by E70 series low hydrogen rods. (Use ASTM A706 -' GIRT 1 GIRT 1 GIRT 1 GIRT 1 rade 40 reinforcing bars). All welding per American Welding Society Standards. 9 9 ) 9P 9 Y r i' ,o COLUMN 1 U.N.O. r 6 Drawing seam requirement 1 � �� � �1 � COLUMN 1 (U.N.O.) 4 x 2 1/2 x 16GA. (U.N.O.) � 9 9 q 21 -0 21 -0 TRACK FOR OPT. S2 � WALLS. INISH GRADE: Th i ® WALL DECK ese drawl cgs are to tie wet sealed by the engineer. All copses shall bear wet sea s. i - If a co a' this drawing Is disturbed without the proper wet seal the drawing is considered Invalid. — —, � PY 9 P P 9 �_ _ _ _ _ _ _ _ _ _ _ _ = _ _ _ _ _ _ _ _ — %Lommmiii — I The du licat:on or -co m of this drawing could mean the original drawing has been modified from Its III—III 111 II—III—III—III—III—III-1111—III—III—III_III_II III—III—III—III—III—III—III_III_III_III-IIII-111_1 P copying 9 9 9 i — — — — — — — — — — — _. — — — — — — — _ — — _1 8 x 6 GRADE BEAM I -I = = III—III—III-1 I I—III-1 I l—III—III—III—I 11-111 l—III—1 l l—1 l 1-11 I—1 l l—III—I l I—I I l—I 11-111—=COLUJMN1 I I I I I I I, IIII ,original con,ent. All liability Is removed from the below wet sealed. All wet sealed drawings are signed cOLUMN 2 cOLu�J1N 2 l I I 1 11— 1 ..UJ 0 LU 1- I I In blue Ink and are accom anted with a red Ink 'VALID ONLY WHEN WET SEALED atom . _ I 3 x 6 GRADE BEAM _ _I P p AT sIDEWALLs CAISSON FTG.bo -I 21'-0" 316 =1'-0" 21'-0" 7 Steel Roof Decking: COLUMN 1 COL UMN 1 w/ 1LU i U.N.O. - Steel roof ('e k shall conform to the specifications of the steel deck institute. FY = 80 KSI. (U.N.O.) CAISSON PTG. S 2 I 42'-0 c p x � Cnamin members shall be notless than noted elow.Connections o i i 0 ,r 1. To .nil transverse suers r :..six 6 1 1 e � ots 2 4 TKS screws v - ., ews per sheet. BACKWALL 1_PP (� � _ q l;a - 2. P 7 ,�,1 seams use 14 3/4" Teks ®18 o.c. 8 x 6 GRADE BEAM 1 3: Pctlel to run continuous over minimum two spans CM NO SLABS -_2) i 4. Mi!alrmum spacing of screvis shall not be less than 3 diameters. o I I ------- ROOF DECK 12 P n 9 j I I 1/4 5. Th. head of the screw or washer shall have a diameter, dw or not less d -- — I i ---- — — ------ ---- „ -- ------ thtm 5/16 washers sha;l be at least 0.05 thick 1 COLUMN 1 w/ I ---- CAISSON FTG.COLUMN 1 RAFTER 1 I All screws shall conform to SAE J78 provisions of structural screws. I S2 t -�� (U. N. 0.) a` ' ' ' I �� COLUMN 1 COLUMN 1 8 LI ht Gau e' Structural Steel Fram!n \I 5 9 9 ng 8" x 6' GRADE BEAM 1 S 2 ,> COLUMN 1 I Q I I � ru All structural steel framing material and :.its erection shall be in accordance with. the latest edition of i 2IN U..O. I GIRT 1 GIRT _' 2(U.N.O.) I 1 GIRT 1 U S-2 the American Iron and Steel institute SP 9 "Specifications for the Design of Cold Formed Steel Structural I I ® - WALL DECK Members". _ I 2 I, co .-i I � 4 x 2 1/2 x 16C�A. All weldingto be _ prepared b welders holden a valid certificate and having current experience In light COLUMN 1 w/ 1 S-2 I TRACK FOR OPT. P P Y 9 9 P 9 C stee!, Certificates shall be issued b an accepted testing agency. Do not drill or notch (U.N.O.) CO CARSON FTG. S-2 I WALLS. FINISH GRADE gouge Y P 9e s n y members without prior approval of the structural engineer. E\II welding to be performed m an approved r _ fabricators shop. v Structural steel members are furnished to a specified minimum yield point of 55 KSI. The $ � _ rade and he ASTM specification number or other specification designation shall be Indicated b t -• ;; m, - , 8� 9 p P 9 Y painting, decal togging or other suitable means on each lift or bundle of fabricated seamen �R ' P 9, 99 9 is .., � � n K .maA .3/16 :-V-0" y=-•r�...,.. -� :..r,�� ENDWALL ELEVATION 3/16" =1'-0" Gage No. 12 14 16 18 20 The undersigned engineer will not supervise the fabrication or erection of this structure. 22 1 W r 29 30 Design Thickness, Inches 9 0.1046 0.0747 0.0598 0.0478 0.0359 0.0299 0.0239 0.0179 0.0135 0.0120 9 Contractor: The for must submit In w T e contrac. writing any requests for modifications to the .plans and specifications and no structural changes from the approved Plans shall be made in the field, unless prior to mak in g changes, wlltten approval Is obtained from the engineer. Shop drawings submitted the engineer for review do not constitute In writing"unless it Is noted the 1 � specific changes are being requested. If changes are made without written approval, such changes shall be the legal and financial responsibility,. P� 9 9 of the contractor or sub contractors involved and It shall be their responsibility to replace or repair , the condition as directed by engineer. Ineer. g me Contractor shall provide all temporary bracing, shoring, guying or other means to avoid excessive P_ ry 9 9 9 Y 9 stresses and to holdstructural elements In ..place during erection. The provisions shall remain In position unn.Il sufficient permanent members are erected to Insure the safety of the partially erected structures.' The contract t act structural drawings and specifications represent the finished structure. Observation visits to theits s by the structural engineer shall not include- Inspection of .the above Items The above notes and specifications shall meet or exceed all state and local code requirements before erection. The undersigned engineer will not supervise the fabrication or erection of this structure. cc cc W r J I�1 BUTTE COUNTY r BUILDING tt APPROVED - cm r � � er T1°F'INSIDE T1'F. I N51 DE RAD I U5 '05 5 RAD I U5 .1&,D CfJ-------------- T°(F. INSIDE � RADIUS .I&&" 1 11 26 6A. rr Ir DECK I x ®.®5cf In. 4/ft. �n X 2 1/2n X 14 5A. UN5TIFF. GEE rr i� X 2 1/2 X 14 5A. UN5TIFF. GEE 4rr X 4ii rr X 1/5 T5 II X 2 I/2II X 14 5A. UN5TIFF. GEE 4"X 2 I/2n X 16 5A. GES Sx(t)®® .®5� in. /ft. 5x(�)®.®44 an. /ft. Ix91®.®& in.^4 Sx92.52 in.%5 Ix=10.05 in."4 5x=2.52 in." lx®4.4-1 in.^4 5x®2.25 in."5 Ix®I ®.®& i n. 4 Sx=2.52 in."5 Ix®1.61 in.^4 �x9.aC� in.'5 Fy®&® ksi. Fy®55 k!5i. I=y=55 ksi. 1=y=55 ksi. y=55 ksi. y -55 ksi. FURL I I - C� 0 L U tvl N I C, 0 L ULml N 2 0 1 I- Cl) m