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Home My WebLink About040-640-039'� � - , r� II IIII IIIIIIIIIIIIIIIIIIII ILIICCIIIIIIIII 20+1"1 —002100,, Recorded I REC FEE 'K; =;432.00 Official Records I County of I COPIES 9.00 When recorded return to: CANDACEutte J. GRUBBS I County of Butte County Clerk -Recorder Department of I Cu 11:34AN 26 -Jun -2011 I Page 1 of 7 Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 -Space above for Recorder's Use (rev. 5/04) Owner Name: Donald R. Privett and Kristen A. Privett, husband and wife as community property with right of survivorship Building Permit No: 1311-0422 Conditioned entertainment room with bathroom- 536 SQ.FT. Unheated storage room- 664 SQ. FT.. DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS; on this 11th day of April, 2011, Owners Name: Donald R. Privett and Kristen A. Privett, husband and wife as community property with right of survivorship, hereinafter referred to as owner(s), is the record owner of the following real property: 20 Phendx Drive, Chico, California 95928 (APN 040-640-0391, and as further set 'forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. B11-0422 was applied for on 4/11/2011 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 611-0422 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a Nancy Springer Building Official Assistant, DD BUT • COUNTY change in use or character of use has been approved by the Butte County Building Official or a change in law has occurred, either of which change allows the uses otherwise restricted herein to be conducted on the real property described herein. Under either circumstance allowing such change in use, Owner shall be entitled to have this Deed Restriction and Notice of Limited Use Facility rescinded by the execution of a subsequent document entitled Rescission of Deed Restriction and Notice of Limited Use Facility by the Director of Development Services; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 1311-0422 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. B11-0422 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be, utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: sleeping, cooking and living in, entertainment room (536 SQ. FT.) and unheated storage rooms (664 SQ.FT.) If any provision of these restrictions is 'held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Nancy Springer Building Official Assistant, D .Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 611-0422. DATE: Z D% ( , 20 t Owner Signature: �r1�d P�\ uet Print or Type Name of Above Owner Signature: Print or Type Name of Above 0 r Nancy Springer Building Official Assistant, D ; NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law, Book. STATE OF CALIFORNIA. SS. COUNTY OF BUTTE On before me, NYi�1�Q, ?�-+�\��) , Notary Public, personally appeared Ss}e-A V nv\-Q- Q ViQP--N- \-)bY\P- 'C2 A -A who proved to me on the basis of satisfactory evidence to be 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 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. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) CH�RISTJNA KNIGHT, COMM. # 1871347 1 INOTARY PUBL'IC-CALIFORNIA', COUNTY OF (3UTTE Comm. Expires Nov. 15, 2013 Nancy Springer Building Official Assistant, DDS STATE OF CALIFORNIA SS. COUNTY OF BUTTE On W2-1/0 before me, ( "5MNML n , Notary Public, personally appeared U%A C)C)Y1CL\A 9=PLAA who proved to me on the basis of satisfactory evidence to 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 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. ,I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature JLAAAAAA CHRISTINA KNIGHT COMM. # 1871347 . NOTARY PUBLIC -CALIFORNIA COUNTY OF BUTTE Comm. Expires Nov. 15, 2013 Nancy Springer Building Official Assistant, DDS�e (Seal) This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. finger, Building Official Assistant Division STATE OF CALIFORNIA SS. COUNTY OF BUTTE On JLL.I.Je- I before, -�►- Public, personally appeared K)A- HIII-A�,J Notary who proved to me on the basis of satisfactory evidence to be -the persono whose name(.:) is/ark subscribed to'the within instrument and acknowledged to me that lye/she/theq executed the same in hX/her/thgfr authorized capacity(iq�), and that by W/her/tl�.efr signature(sj on the instrument the personal, or the entity upon behalf of which the person($�acted, executed the instrument. I certify under PENALTY OF .PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal KIM MCMILLAN Commission # 1849311 $ Notary Public • California D Butte County My Comm. meat DAa 15 2019 1 i nature (� �-- (Seal) Nancy Springer Building Official Assistant, DDS EXHIBIT A PARCEL I: LOT 17,. AS SHOWN ON THAT CERTAIN MAP ENTITLED, "TWIN PALMS SUBDMSION MAP (PUBLIC STREET SUBDIVISION)-, WHICH MAP. WAS FILED IN THE OFFICE.OF THE RECORDER OF THE:.COUNTY.OF BUTTE, STATE OF CALIFORNIA, ON -OCTOBER 1, 2002, IN BOOK 155 OF MAPS, AT PAGE(S) 36, 37 AND 38. PARCEL II: ANGf4!,EXCLUSIVE:EASEMENT FOR INGRESS, EGRESS, DRAINAGE, PUBLIC UTILITIES AND PUBLIC SERVICES.OVER`LOT 6, AS SHOWN ON THAT. CERTAIN MAP ENTITLED, "CHAMBERS SU13DMSION #2., WHICH :MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE. COUNTY OF. BUTTE, STATE OF CALIFORNIA, ON AUGUST 4, 1999, IN BOOK 147 OF MAPS, AT PAGE(S) 86,87 AND 88. RECORDING RDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL DOCUMENT TO: 1 Donald R. Privett and Kristen A. Privett 20 Phendx Drive Chico, CA 95928 A.P.N.: 040-640-039 1111111111111111111111111111111111 20.0 0-00.t 1 1 a7 Recorded I fd:c FLE Official Records I rAX County of I Butte I C. loun�tyClerk RecoJ. rderl I I :ifi 09:@" 01 -Apr . 0@I@ I Paqe 1 of 2 Above This Line for Recorder's Use Only File No.: 0401-3447287 (DMP) GRANT DEED The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $618.20; CIrY TRANSFER TAX $; SURVEY MONUMENT FEE $ x computed on the consideration or full value of property conveyed, OR computed on the consideration or full value less value of liens and/or encumbrances remaining at time of sale, x unincorporated area; `[ ] City of , and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Leslie.A. Witt, a single man hereby GRANTS to Donald R. Privett and Kristen A. Privett, husband and wife as community property with right of survivorship the following described.property in the Unincorporated area of Chico, County of Butte, State of California: PARCEL I: LOT 17, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "TWIN PALMS SUBDIVISION MAP .(PUBLIC STREET SUBDIVISION)", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE:000NTY.OF BUTTE, STATE OF CALIFORNIA, ON -OCTOBER 1, 2002, IN BOOK ItS OF MAPS, AT PAGE(S) 36, 37 AND 38. PARCEL II: A NON. -EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, DRAINAGE, PUBLIC UTILITIES AND PUBLIC SERVICES OVERIOT 6, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHAMBERS SUBDIVISION #2", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE' OF CALIFORNIA, ON AUGUST 4, 1999, IN BOOK 147 OF MAPS, AT PAGE(S) 86,87 AND 88. Mail Tax Statements To: SAME AS ABOVE l i. 00 618.20 A.P.N.: 040-640-039 Dated: 03/31/2010 Leslie A. Witt STATE OF �° )SS Grant Deed - continued Date: 03/31/2010 File No.: 0401-3447287 (DMP) On i—1 " i , before me, Notary Public, personally appeared who -roved to me on the basis of satisfactory evidence to 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 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. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature My Commission Expires: Notary Name: Notary Registration' `Number: �d IJ 7h1s area for oftlal notarial seal Notary Phone: County of Principal Place of Business: Page 2 of 2 i - 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 OFAPPLICA TION Website: www.buttecounty.net/dds *PLEASE PRINT CLEARLY** OWNER INFORMATION Last NameFirst w' •-tt Name I Le s l k. e Address 2o p� e x 0�r City Ch, •C O Statec,,, Zip 9 S9 2 11oneS3o 32_S�$O Fax E-mail APPLICANT INFORMATION CONTRACTOR Name L�>� Address Zip 9 S q 2$ City Fax State Zip Phone. Map Book Fax E-mail Planner Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City CV, 1 C 6 Address Zip 9 S q 2$ City Fax State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT INFORMATION Name Le 1 2 W � •� Address 2 G City CV, 1 C 6 State C Zip 9 S q 2$ Phone 5 3 _ 34Z ,5I 80 Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning — Flood Zone Cross Street SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BPOS-'Z3 -BIN # PROJECT LOCATION AP# Property Addre 1 20 ,C'�ncJK_ Df City CIS,, c0 Cross Street WORKER'S COMPENSATION Policy Number ! -7 2 c c7 9 I _ 04 _ o 2 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 hOV\2 Address Page 1 of 2 Description or Scope of Work: �a2eb0 Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Receiv bl� Amount: �C/ ! Bldg SRA Receipt #: Sheriff SMIP Date: ' Other Total REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ' ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the.fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 CWttt'R Sfandseape P Comte Otic. 20 Phendx Dr. Chico, CA 95928. (530)342-5680 May 16, 2005 Butte County Building Department RE: Pool & Gazebo Permit I Les Witt give Dana Shute authorization to apply for my pool and gazebo permits for 20 Phendex Dr., Chico. Thank you, "Zi;v Leslie Witt Witt's Landscape & Concrete Q[I F} BUTTE.COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) • f School District (I Ll�[,( �P(s��h( �Building Department No. A.P. Number ��-1�1� Jurisdiction: city County Property Owner wiGfhrl I G, I Property Location/Address Subdivision T� in ;;� O I � `P / u ar � �Sohq Q (. f �(o Ili i Vd h Lot No.;, i Residential Development f_ No'of Living Mobile Home Addition/ "Supplemental to Units Installation Conversion Permit # '(No foundation inspection) .................................................................................................................. Commercial/Industrial New Addition BuildincJ` bpartment Representative door Plans reviewed by school District Personnel) Sq. Footage OP 17 K (Group R) Sq. Footage (Including Exterior %� Roofed Areas) / " —40 Date District Identification No/ School District certifies that /'t// (Applicant) lire / / (Street Address) (Phone Number) O-Aew e - (City) (State) E (Zip Code) has complied with the requirements.of Resolution No. representing square feet. School District Representative.' Paid by Check # Remarks: 6p5— 7 0 a, � by payment of I AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School. District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor gParcel Number (s) Property Owner Project Loc-att-i- 1( Q 16IS Su t Ut SI '1 j Subdivision �))j1 Lot Number(s) Residential Development: (check one) Y"' New Development Alteration/Addition Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment:. ilding Department Representative ,/z--/ 11"_-? Date Chico Area Recreation and Park District(CARD).certifies that Ardow MnVud 8y3- X 1(0 (Applicant Name (Phone Number) &uieCf ' (Street Address Ch (« 9Sy? (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. .90-1p40 by payment for dwelling units @ $1,189 for total payment of•$ Q � QA CARD Representative Date PAID BY CHECK NO. - REMARKS : . BANK NO. PAID BY CASH RECEIPT NO. • 05A 11 #5051 9:022 ** TGTAL $11pp.a Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod--City-of Chico Building Dept. park. fec ( form revised 11/90 N0TE: ' Sea:' the aftmach.ed SEPTIC TANK AND • y?t;�{�,�± ��rstrUJ= LEACH LINES TO BE �e 4remerits 5' MIN. FROM BLDG. Tkil- AND PROPERTY 3' WIDE LEACH 2LI' INEA . g O LII 5, TYP. LINE W/ 12" � �� N. � ROCK, TRENCH MIN. 1200 �0.7/' pb" MAX GAL. SEPTIC, EPTF-I� TANK • � \ o � /Opp � I \ REPLACEMENT FIELD X03 elf` (N) HELL IN V akt t ADJACENT �()7�� Pl)POSEDLOT HOUSE/a "� ve- 2801 PLAN FIN. FLM EL. _ 215.0' LOT 413f 58 scL. ft. BUILDING BbgO sCL. ft. GOVERAOE g qgo GREGORY A. PEITZ ARCHITECT 383 Rio Lindo Ave. Chico, CA. 95926 (530)894-5719 PLANNING DIVISION- BUILDING PLAN APPROVAL Use: (> J'-' Date: `f-) S' n Pwidng: Landsc e0rig:�- FIRE WELL ft \O� (N) WELL ---7 ,en: / SAO _C?l -)' 100NC. DRIVE SITE PLAN 111=401-011 LOT 17 TWIN PALMS SUBDIVISION for. ANDREW MEGHDADI CHICO CALIFORNIA -3N N q n .de. wv- 'e. \N - 17 03-1 rL TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Slot Plan Attached 4/ Floor Plan Anachad — Sentto 8.0. A%C, 4M I Z 7 A/6 -M x 0 wner Location .. Plan Approved for: Sewage Disposal ✓ Water Supply: Public Clearance for dwelling. Other 71 7 Hold final for: Final clearance O.K. for: NOTE: .r Private Well Environmental Health Specialist Date 8/96 • 5EPTIG TANK AND LEACH LINES TO BE 5' MIN. FROM BLDG. 3' WIDE LEAGH L NEAR FTLp LINES, TMpp.ERTY LINE yE I2�� 19. 9 ROCK TRENCH LEAGH. �. MIN. 1200 4�0 71, r3E MAX GAL. SEPTIC �EPTI-1� \ ' TANK / \ I I I \ PORG REPLACEMENT FIELD (N) WELL I N ADJACENT �= LOT LOT /7 BUILDING COVERAGE W HOUSE 2801 PLAN . FIN. FLR EL. 215.0' 41338 SCL. ft. 36gp SCL. ft. '5.Q% GREGORY A. PEITZ ARCHITECT 383 Rio Lindo Ave. Chico, CA. 95926 (530) 8945719 ENVIRONMENTAit, HEALTH MAY 14 2003 WELL CHICO. CALIfC ,9N,,A !I /(N) FIRE .WELL GONG. DRIVE SIM PLAN 0 APPROVED 6�yG. • SITE PLAN REVIEW APPLICAT/I//OW�N Date: (/ AP# Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: 9 A e -•- Owners Name: Owners Address: Telephone No.: Situs Address: 1' Proposed Use: Re dential JM New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family ❑ Single Family Remodel Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Ot er Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): N ❑ Commercial Remodel ❑ Industrial Remodel DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES INFORMATION (For Staff Use) ❑ Approved ® Conditionally Approved ❑ Resolve Problems Prior to Approval • Site Plan Stamped Approved By Date -1 S— Page 1 of 5 4 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: • ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) _ ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: Index Date: 6-8-98 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning:_ -- Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. -- Page 2 of 5 • • Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear J p Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. -- Page 2 of 5 • • Applicable Development Fees: Standard Fees Amount Formula • T1 Fire ❑ School* ❑ Parks/Recreation ❑ Roads IN Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -------------------I ----------- _------ ----------------------- ------------- --------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. ' • Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No Deed of Reference: � � � Legal Access Required El No . El Yes 0 Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes 'Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑_ Meet current Environmental Health Department requirements 181 -----------------------:------------------------------------------------------------------------------------------------------ Page 3 of 5 13 Subdivision Map/Parcel Map:--l-wIN Q :: �;_ , 5 g 0 1�, Map Date of Recording: )o - l_ d2. Lot: ) I ❑ Use Permit/Minor Use Permit Permit Number: Book: Page:- 3643 8 • II Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions Comply with the following Conditions of Approval: 4q -T --F4::) C} -a > 15 Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one 'and two family dwellings and mobile homes, NFPA Standard. 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plaf must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa Page 4 of 5 to—-o/� o �� 7AalTIONAL INFORMATION SHEET �J •� /, i \� 10.00 P.S. r 1. BUILDING SETBACK LINES ARE AS SHOWN OF MAP `\ AND AS FOLLOWS: LOT 6 FRONT/REAR/SIDE YARD — 50 FROM CENTERLINES OF � \ INTERIOR STREETS, SPEEDWAY, ENTLER AVENUES, AND THE SOUTHERLY LINE OF THE OLD S.P.R.R RIGHT OF WAY. REAR — 10' FROM PROPERTY LINE (EXCEPT WHERE NOTED) / 0.3 SIDE — 10' FROM PROPERTY LINE 2. LEACH FIELD FREE SETBACKS ARE 5' FROM THE EDGE OF THE STORM DRAIN TRENCH, 5' FROM THE EDGE OF THE PROPERTY LINE AND 100' FROM EXISTING AND PROPOSED WELLS. / Lc 3. BUILDING IDENTIFICATION AND/OR ADDRESS SHALL BE INSTALLED / 0 IN CONFORMANCE WITH PUBLIC RESOURCES CODE 4290 AND SHALL BE POSTED AT THE BEGINNING OF BUILDING CONSTRUCTION AND / MAINTAINED CONTINUOUSLY THEREAFTER. <G WE SHERIFF'S FACILITIES IMPACT FEE SHALL BE PAID, PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OF THE BUTTE 20 / COUNTY CODE, PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, SAID AMOUNT SHALL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR BUILDING PERMIT. O� L 5. THE LEACH FIELD AREA IS NOT TO EXTEND BEYOND THE o2 ROADSIDE SETBACKS BUT MAY INTRUDE INTO THE 50' BUILDING SETBACK ALONG THE S.P.R.R. RIGHT—OF—WAY PER BUTTE COUNTY PUBLIC WORKS �lp 6. PER FLOOD INSURANCE RATE MAP NUMBER 06007C 0510 D, �' 2 REVISED APRIL 20, 2000, THE PROPERTY SHOWN HEREON LIES WITHIN �y ZONE X AND IS OUTSIDE OF THE 100 YEAR FLOOD PLAIN. co O� 7. LOWEST FLOOR ELEVATIONS SHALL BE A MINIMUM OF 12" ABOVE cp THE HIGHEST ADJACENT GRADE. C: 8. WELLS ARE TO BE LOCATED OUTSIDE THE ROADSIDE BUILDING SETBACKS PER BUTTE COUNTY CODE SECTION 10-8, WHICH DOES NOT INCLUDE THE 50' BUILDING SETBACK ALONG THE S.P.R.R. RIGHT—OF—WAY. \Land Ppb ier..tS F.?\MRD 14'lI4 :A! MS,-:BfIIVI':.I�N\dw��\�':IJ�,L MAF 5- _(I-0� DWG 08.'DQ/0? 08:08.34 AM P ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/publicworks/fomis.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONEPermit Phone (530) 538-7157 Ext. 2016 Number d2% �% 4E District APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment pemtit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be ed or legibly ted. 1. Applicant's ame , u la. CompanyName: `s,XC 2. Address: 3. Phone: 3 \ 3 _ l o 4. Assessors Parcel Number: n . 5. Location of Work to be Done 6. Applicant's ' atu 7. Date- ate:o 10 CONTRACTOR'S INFORMATION 8. Contractor's Name 0 � N �� \ 9. Address 10. Phone:S — ( 0 I 0 11. Fax:.. 3�3 —lo 12. Contractor's Lice(p License Number'/ v �� 13. Certificate of Insurance: YeS 1:1 No: El 14. Contractor's Sign ` n v� 14a. Date Signed: /O/ -Z, O Z` 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ " 17. Driveway (List Type): 18. Other: PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby granted. 19. Conditions ct i 1a • n -i- i)7 t c) )'Y] C Undetground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20..K All work shall conform to accompanying: DetailA Plans ❑ Special Conditions ❑ 21. Date Issued 22. Expiration Date: 'D 23 Surety: Mike Crump, Director of Public Works By: VJ_ ardi ** Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up to one eek. Page 1 of 2 General Conditions – See Page 2 GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. Al work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and dean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, dean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to property maintain any encroachment placed by the Permittee on any pad of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsibility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be dosed to travel by the general public without special permission, in writing, from the Board of Supervisors. 7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim, 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216.0 of the Materials and Research department, State of Califomia, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. c, The relative compaction from a plane five feet (6) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be place in 8" lifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shall be scored, or saw cut before trenching. ~ Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as dose to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding orjetting. Al pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon backfilling or the excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior to the construction. Al surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2') of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifications. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and We of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, rights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. Page 2 of 2 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY.CENTER DRIVE OROVILLE, CA 95965 IIII ffl III I I{II I II II III fi IIII{ it II Recorded I REC EEE 10.0 Official Records I Count yy Of i CANDACEUJ.rEGRUBBS I Recorder i ROSEMARY DICKSON I Assistant I Barbara 12:33PM 23 -Oct -2002 1 Page 1 of 2 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: *THIS DOCUMENT IS BEING RECORDED TO CORRECT THE LEGAL DESCRIPTION FOR. DOCUMENT SERIAL NO. 2002-0045904, RECORDED SEPTEMBER 4, 2002, IN BUTTE COUNTY, CA.. Date 10/23/02 PROPERTY OWNERS: ANDREW State of California County of Butte On 10/23. 2002 before me, J. TUNISON, NOTARY personally appeared ANDREW' 'MEMADI personally known to me (or proved to me on the basis of satisfactory evidence) to 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 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 hand an fficial seal. Signatur�----\`' Seal: J.TUNISON � COMM. # 1234972 // AD- • NOTARY PUBLIC -CALIFORNIA O A.P. # ( (( Y �• J[ C/ �I / BUTTECOUN7Y 4Apy MY COMM. EXPIRES SEPT.?8.2003 Order No. 202500 - C EXHIBIT "ONE" PARCEL I: Lots 1 thru 24, inclusive and Remainder Land, as shown on that certain Map entitled, "Chambers Subdivision #2", Phase I, filed in the Office of the County Recorder of Butte County, California, on August 4, 1999, in Book 147, of Maps, at Page(s) 86, 87 & 88. PARCEL II: A Non -Exclusive Easement for ingress, egress, drainage, public utilities and public services over Lot 6, as shown on that certain Map entitled, "Chambers Subdivision #2", Phase I, filed in the Office of the County Recorder of Butte County, California, on August 4, 1999, in Book 147, of Maps, at Page(s) 86, 87 & 88. Assessor's Parcel No: 040-640-011-000 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP052327 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/26/2005 APN: 040-640-039-000 the Business and Professions Code, and my license is in full force and effect. Site Address: 20 PHENDX DR CHI License Class: License Number: Map Index: Date: Contractor: Description: POOL GUNITE 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 Owner: WITT LESLIE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 20 PHENDX DR signed statement that he or she is licensed pursuant to the provisions of CHICO, CA 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 95928-9648 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 Applicant: WITT LESLIE Code: The Contractors' State License Law does not apply to an 20 PHENDX DR owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, CHICO, CA provided that such improvements are not intended or offered for 95928-9648 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.). / O 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). theBusiness and Professions Code I am Exempt under Article 3 of the Date: ` 050wner: I'��-�`�� License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: STALEY, KIM O 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Total Square Ft: 0 S. F. Policy#: Valuation: $0.00 / Census Code: /1 41"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. �A l Date: 1 l0 —�O'�1 "r_ Applicant: W (�1 77 WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is here issued u�J� e e applic pr visions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the the work for which this is issued 3097 Civ.) Resolutions to work indicfte above for ich es have been paid �-2G r� performance of permit (Sec Name: By: Date*: PERMIT EXPIRES ON: Address: 1-2,12—o6 Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County enter upon the above mentioned property for inspection purposes. /to r Print Name: 1, L/C / ,`H / 7 (�, Signature: Date: �(� - o S Owner O Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.nettdds "PLEASE PRINT CLEARLY" OWNER CONTRACTOR Last Nameirst Name w; Les,,., Address 20 \ o ) r. CityOn 1, e n State �0. Zip 9 SI2$ UD Phone, Fax S qrn L E-mail Planner APPLICANT NAME CONTRACTOR Name �L Address zip 9 s a City Fax State Zip Phone Book Fax E-mail Planner Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City 0A r 0 Address zip 9 s a City Fax State Zip Phone Book Fax E-mail Planner State License Number APPLICANT NAME Name ` � Address 2O VACJ or City 0A r 0 State cv� zip 9 s a Phone 341-5 6&0 Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Property Address 20 Q1�ed� bt, Flood Zone Cross Street SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. 5-2 BIN # LOCATION AP# 0 40 • (Q 4 o - oa9 Property Address 20 Q1�ed� bt, City C1nt�r Cross Street WORKER'S COMPENSATION Policy Number 1-1299 9 1 ' 04 — 2— Carrier 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 hoh Address /Aj escription or Scope of Work: Pool + Sq. Footage ❑ Structure Built without Permits ❑ Proposed .Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. V Received b� Amount: Bldg 1/) SRA Receipt #: Sheriff �I01SMIP "'o < fj%-- Other Date: (�D Z 'V t Total f SUBMITTAL & PERMIT REQUIREMENTS The following drawls and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLET UBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. 1. Site plan , 3 r 4 sets, signed by the preparer of the plans. No graph paper! 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR per) Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 1 ❑ 3. ngineere russ details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only).. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). a ❑ 7. Worker's Compensation Carrier and Policy Number. C� ❑ 8. Owner -Builder Verification (if required).0 �� r Qi ❑ 9. Letter of Signature authorization (if required). 1' r\ ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. 06 Z -- 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMBUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ail 7 -r - ASSESSOR PARCEL NUMBER v- /_ /�►--D Proposed Building POO L Use: Permit Technician: C! ��/�� Date: � v Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. / N 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. iN 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans an,#alcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings \\ ❑ / 12. Hazardous Material Form 13. Acknowledgement of building permit application without required clearances. © 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) �❑/ q/ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................... .121 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... \❑ Erosion Control Plan Required........................................................................ ❑�� Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23. California Department of Forest plan approval ❑ paid. Sent by: ........ 24. Planning approval for (A) Use: 0L . (B)Parking: (C) Parcel Check:...t�... ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form..........................................................:.................................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... 2 Worker's Compensation Carrier and Policy Number .......................................... �V wner-Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 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: Z�WA- When issued Telephone - 2 5�6 80 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: S/50[ 0 S 1. Index permit application for ve item Plan Check ett r 2. Additional items re wired a �) Contractor, desig�re ;towner, a i ed of ata by hone, ❑ mail, ❑ counter, by Date: Contractor, designer. -O a advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above d to by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: 1�4 Date: k 0 14 --Plans approved by: T _Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division P6S7 232` COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER PROPR SED BUILDING USE P� 1. BUILDING PERMIT FEES ' --Balance Due ..................... $ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) WATER TENDER FEES BATTALION # 0.00 (paid at Building Division) 4v4s'MIP 9. DRAINAGE FEE 10. OTHER 11. OTHER A.P. # DATE RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. p / APPLICANT DATE O( SO O Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) 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 ma'or labor and material for construction of this proposed property impr vement: YES [J NO[ J. 2. I HAVE [HAVE NOT [ J 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: R l NAME: ADDRESS: PHONE: -e CONTRACTOR'S LICENSE NO: ?O -?,g:3 1 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 - I ADDRESS PHONE TYPE OF WORK SIGNED: . PROPERTY OWNER: DATE: 5� - - o 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 DevelopmentServices 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 name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of 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. rflef o Public Works Depa C o u n t y a t B u t t e b t:, it '�r � � a • • _ - LAND DEVELOPMENT DIVISION ). Michael Crump, Director Storm Water Mana;ementProgram / 7 Cdurn y Center Drive Oroville, CA 95965 UC w��5 - (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase Il Construction. Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement BLESS TH,41�d ACRE] Project Description: - roC Project Location andlor Parcel Number: 0 ev-, CJ>C Of C k 1••C n By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when 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: m a v^ A C if Date: k iam e: suitr ,L�• ��/�� N PlX3GS NIVIL IENGINICER • S 1 25O f SusueK eOURT. EL pOMPO fOLLS, CA 95762 19 f 61933-3357 &sow-aS6 t9 i i) a9L,si bl®#Tnm ommoo is ®lb1!®J monew i ®St A31tiis ,•a NIL" �J KIM e4i STALEY CIVIL ENGINEER rlzi�v 4 ob 5 —ASO 4,6Y AAD 60 Date ALA= Shoot Of —4L— . . . . . . . . . . • . .... . ........:f oo� JOV; IN - --------- v. . . . . . . . . . ---T-- -7' .,2 oc + z 4- 50 T F 6L ........... T ooe 4-4 TES$I. 0. cl,#....... ...... ....... . ..... ... ........ -24 . 2SO f SURUM COURT® EL DOMMO IOUL to ISM 19 t 61 933-13's? A566-686 a9 ts& va *vnm. am acs is 'Piu a xanums l ost rIT, ?�3�N19N� 71/1 s7 1WO1 3/7,0 A31vis .3. wit .1 15W7ZS ,BLS i x1 es STALEY Job ega2AIJI& 014 O IO ..... .. .. Date Sheet Of 1ji .01 .. ..... .. . . . . .......... s A7 . .......... ... . ...... .. ....... . . ...... .... .......... ...... W/ 4 u, 7 y;�--------; 44! ....... SM. . ...... .. .. . ....... .... .. RR 07- 7 230 f tuDUeK COURT. EL DOP"O MLLE® VA 9S762 (9 f 61 933-3357 +ts%:£-££•6 toi 6j ag.Ls . wo osm H oftwo x "luno, xonums t ose _ _ 0 nom... 1A�'- .�.��Y/..,� - - - ...�.�._.�.. + .. __.� �_....�� _ r�.� _...._ �.._.--•-- •-. -- _ -1---<. rn ....... _ _ .. . �...._.. _.....__.._. „ ..:.............. _........ .. _ �Y 1 + 1 - t • ! 1 /'.��I- Yui / �: ... _. /vr�r :.. • r , - - r _.... .......... , ol 10 1884 10 1884-9, 819cl 47 % 1 I _ l ' _ o ��s •� wax KIM e.e STALEY -99 f 61 933-3357 KIM eo STALEY vtirio . 25O f S=bUeK COURT.'st DOW6 WW* e4 95762 19 t 61933-325? LSEv-s66 [9, 61 ZlitS6 va sTum ammo® 79 ®i? moa xime2sa `OSZ • ' I ... i �. ........s_. , . �6L _.._ �... �bap/5S314 r r , • 7 i i I .. , ! i 1. : a ........... T s•(Iv .__..._.___•._._.. .--"--'-'"_....__cam__. _.... ... .. of ._ I .... ._.- ...-_. .... _.. .._..._.. , a I I - , 1 ....... _.....:....._.. ,.... _ . _ .. _........ _ _ : —2- j® 1994s �b8® ��!� , l_z�)0042 s 4or :. �o � •S G��/�� 3�NI�N� 7i a S'7e'�� /�� f/ .�� m KIM -es STACEY AIS60 1:V. �:V c 7A I V, 1 jr V4 .. .. ........ 0*7 llo* 3�ixvwe too 4-4 �Wl . zv �:V c 7A I V, 1 jr V4 .. .. ........ Klo' J. ..... . ... 17 . .......... ..... i, —A . ... .... 2SO f UTIBLIel(eOURLIL DOWO -MLLE, CA 95762 19 f 6J 933-3357 • -71 4-4 Klo' J. ..... . ... 17 . .......... ..... i, —A . ... .... 2SO f UTIBLIel(eOURLIL DOWO -MLLE, CA 95762 19 f 6J 933-3357 K!M a STAL&Y Ae77uw s; - ®. ®.w"B: 4b as s tI asa-sse7 TO: FROM: DATE: REI OWNER NAME: PATER-DEPARTNALENTAL MEMORANDUM BUILDING DIVISION, OROVILLE ENVIR. HEALTH, Cl -ICO . HEALTH HOLD ON BUII B 61-e? SEPTIC .TG FINAL yo- hyo -°&s WELL. AP#: �Ib�GGIb-03� ADDRESS/LOCATION: % \ Comments: GL/memos/releasehold C E.M. USE ONLY Piot Plan Anechod Roos Plan Attached Sent to G.D. S(o TO: Building Department 6 ay--oS FROM: Environmental Health SUBJECT: Sanitation Clearance dIf—I 7— V0 b4d—� Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other fi Final clearance O.K. for: .NOTE: Environmental Health Specialist 8/96 l�� i t, Date Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965, (530) 538-7601. Telephone (530).538-2140 Facsimile www.buttecounty.net/dds www.buttegeneraI0Ian.net Office hours 8AM-12PM Mon -Fri And IPM-3PM by Appointment ADMINISTRATION * BUILDING * PLANNING Please furnish me with copies of documents ave indicated for assessor's parcel number(s) and address(s). listed below. I understand there will. be a fee of $.25 for the fust page and $.06 for each page there after payable at the time the. copies are picked up. When we have completed .the request for copies we will contact you by .phone for you to pick .up copies and pay the fees. I also understand. Butte County has 10 days to furnish these copies based on the California Public Records Act '6250. Assessor Parcel Number Address Assessor Parcel Number Address Assessor. Parcel.Number. Address. Assessor Parcel Number' Address Assessor Parcel Number Address .040 -- (6 40 0 =b b9 2D ?Ve4c Or. :- Name of person, requesting copies j 4 Harrgse Phone'Number(s) 346 -o4iL BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEPTIC SYSTEM INSPECTION CERTIFICATE R O. BOX 5364 CHICO, CALIFORNIA 95927 TEL: (530) 891-2727 The Sewage Disposal System was inspected at `, - FOR 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965 TEL: (530) 538-7281 SEPTIC TANK Size Gallons Material -ZkjO • LEACHING FIELD' Length �j� feet Width inches No. of lines Rock Under Pipe %4k inches The above dimensions meet the minimum requirements of Butte County Code, Chapter 19. Additional leaching'area will be required 0 experience shows it to be necessary. Remarks: Date:/ S2 - 778R (R5P(4/96_) 4/98) KIVIR NMEN TAL H ALTH SPECIALIST _D� T NOTES PERMIT NO. t. . o � v g 5 i� #:. .Y qy .i JOB FINALED (D Signature RESIDENTIAL 040-640-039 03-1'16 MEGHDADI, ANDREW - 20 PHENDX DRIVE, CHICO Cont: OWNER - NEW SINGLE FAMILY j� 1 Address % " 1 OFFICE COPY # r i GAS 1 Dater �'_ . 03 r � Meter By EE RI C !+ Meter BBy Date J L_ - SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY J=OK 0 = Not OK . = Not Readyble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3.. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 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-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 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 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-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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 4. Elec.; Receptacles and Lighting, Distance-GFI 1. Zoning Requirements -Setbacks -Easements Elec.; Pool Lighting; 15 Volts-GFI 6. 2. Footings; Size -Spacing -Marriage Line 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 3. Blocking Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. ,Verify #'s with Office 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-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 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining - 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 e, J=OK 0 = Not OK = Not Applicable . = Not Ready Date UN RESIDENTIAL (Single & Duplex) R (Plans) OK except #'s t. g., Main; Soils-Elec. Grnd.-/ I d/" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Fib., Porches & Decks; Soils -Steel-/ /" Ftp. Death Off. U016 Downs and Special Anchors o5','Zfij ,U_5 ft.Vj . V� Slab,,Steel-Wrapped 8. P' s -Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ven ' on 16. Insulation 4 44Z Date Card B-1 Date Card B-1 Date Card B 1 Date Card B-1 Date PLUM (Oermit) OK except #'s 1 e tr.; Vent -Access -Combustion Air Baffle er Pipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection 20. Show an; Test, First Floor -Tub Access 21. IgarTub & Shower, Second Floor -Tub Access 22; Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B ;1- Date Card B-1 Date ELECT CAt: (Permit) OK except #'s 24,00riere & Transformer Clearance -Ins. Protection 25Logrec. eotacles SDacing-Lights & Switches at Doors 26-3tr es & No. of Conductors Stapled 27- a stalled Close to Edge of Studs & C.J. 21T'12!!!!. Ground made up w/Mech Fasteners -Bond Gas & Water 2. 2 liance Circuits in Kitchen & Conductor Size GFI OOe"Subfeed Wire Size/ a/aa., AI-A.C. Wire Size/ A /odCub Al 31. Ir abed Neutral 5 -Yes O No 32. SplipemRiser Conductors & Ground Main Disconnect 34fClot s Closet Light -Shower Light -Spa Light 3 moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECH Permit) OK except #'s C. is Insulation & Support 3T , Exhaust above insulation 3 e 2,p ate Drain &Overflow, Size &Grade 3 . F ace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAM G ermit) OK except #'s Si Proper Materials & Anchors 4 . Wal Studs -Nailing Spacing & Braces -Plates -Sound 4 . ing alls over Girders & Floor Nailing 4 raf pf9p 'in Walls (rat proof) 4. re ops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders P. Beams -Size & Bearing Date FRAMIDi'Ca (Con'tinued) 48-CIi . Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 40-'rirqpf5<6e Ties or Type A Flue -Fireplace Throat Clearance 5 . Ac ess; Size & Romex Protection -Draft Stop -Ins. Baffles 61'B_dm<yWindows or Exiting Doors -Sill Ht. & Dimensions G ge Fire Protection Framing -RC Channel WeI5rporty Line Firewall & Openings Ext. Door One 3' -Check Garage 3rd Story, 2 Exits 55. St Width -Headroom -Rise -Run -Landing -Fire Protection 55. -Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. $idingXailing Veneer /'oJ 56.,/% o Mesh -Drip Screed -Fd. Vents-Underflr. Access 5ie1GIfizinq Area -Glass Protection-Skvliahts-Plastic -7 /U' . k IC�OnS4L U . W.j5face Interior/Exterior Wall Panels _ o V. fi-- h A- 63. Infiltration -W dows Date Card B-1 Date V Card B - Date J Card 13-1 ate Card B DateFINAL (P ns) OK except #'s Qj,-Ext. Steps -Door & Sidelight Protection -Landings E��moke Detector 6a-FI—mace Vents -clearance -Comb, Air -Connector - In e; Above Floor-Ducts-Mech. Protection Bed m Exiting 681T.F.I. & Bath Fixtures & Tub Access -Spa c. Trm & Subpanel, Breaker Sizes & Labels airs & Rails eplace or Stove, Clearance -Hearth 7 ec. Outlets at Wood Panel, Int. & Ext. 7 & Appliance; Ground -Air -Gap -Cooking Clearance 94--Elec. Outlets & Receptacles at Kit. Counter ara a Fire Door; Swing -Landing -Closure C ct in Garage -Damper 7 tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i rage; Above Floor-Mech. Protection ql—PJc. & Mech. Equip. Listed for Location c. Receptacles in Garage (F.F.I.)-Romex Protection I ulation-Foam-Looked in Attic rd Rails & Deck Construction -Post Caps Wr Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes 83. F rn Instld./Drive D Yes O No/Walks O Yes O No/Planters O Yes O No S o Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing save Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing 88. Ext ec. Trim, G.F.I. Receptacle -Underground er]Silaiian Throuqhout House 99' Glass P ection 1. aptri5ns from Previous Inspections as Test -Meters Tagged, Gas-Ele 93. W & Sewer Connected -C/ t ' D Appro aU ergy Compliance Certificate -O a es Add s Posted 9 ire Sprinkler 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: CertainTeed LSI � Builders Statement InsulSafe 4 Fiber Glass Blowing Insulation f -end // Homeowner Oame / Jobsite Nade VV" e AdAess M, _'R' '• t 0 k- Installer/Contractor (sign) Company Name Date Builder (sign) Company Name Date Inspected By (sign if required) Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: Obs.) Should not be less than: On.) 60 36.5 27 0.986 22 49 29.6 34 0.800 1 181h 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 101h 22 13.1 76 0.353 9 19 11.1 _90 0.301 73/4 13 7.7 - .129 1 0.209 51/1 11_, 6.6 151 1 0.179 43/4 I THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company 02002 CertainTeed Corporation 11/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 (✓) BAGS USED BATTS/ROLLS ) CEILINGS 2 , WALLS 3 .3 2 p V FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company 02002 CertainTeed Corporation 11/02 5` CertainTeed Col • Builders Statement InsulSafe 4 Fiber Glass Blowing Insulation L--.Jl 0-S-0 Installer/Contractor (sign) Company Name Date Builder (sign) Company Name Date Inspected By (sign if required) Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (n.) 60 36.5 27 0.986 22 49 29.6 34 0.800 18/2 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 10'/z 22 13.1 76 0.353 9 19 11.1 90 0.301 1 73/4 13 1 7.7 129 0.209 1 51h 11 1 6.6 151 0.179 1 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. • DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company 02002 CertainTeed Corporation 11/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 (✓) BAGS USED BATTS/ROLLS ) CEILINGS >a y7K WALLS 3 5 FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. • DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company 02002 CertainTeed Corporation 11/02 6' I -Manufacturer Insulation Fact Sheet CertainTeed C11 This is CertainTeed Corporation I nsu Sae 4 Fiber Glass Blowing Insulation CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW The following thermal performances are achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application: R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 60 36.5 27 0.986 22 49 29.6 34 0.800 18'/2 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 1072 22 13.1 76 0.353 9 19 11.1 90 I 0.301 73/4 13 7.7 129 ' 0.209 5'h 11 6.6 151 0.179 4 3/4 R -values are determined in accordance with ASTM C 687 and C 518. Complies with ASTM C 764 as Type 1 insulation. r THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION When installed with pneumatic equipment in sidewalls, the following thermal performances are achieved at the thicknesses, weights and coverages specified. R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG a MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bagWeight should not cover more than: (sq. ft.) per sq. ft. of installed insulation should not be less than: (Ibs.) Should not be less than: (in.) 29 35.8 28 0.967 71/4 22 27.2 37 1 0.733 5'/2 16 19.8 51 0.533 4 15 17.9 56 0.484 3% 14 17.3 58 i 0.467 3'h READ THIS BEFORE YOU BUY What you should know about R -Values. , The chart shows the R -Value of this insulation. R means resistance to heat flow. The higher the R - Value, the greater the insulating power. Compare insulation R -Values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already'in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. i To get the marked R -Value, it is essential that this insulation be installed properly. • • • SEPTIC TANK AND \7 • LEACH LINES TO BE 5' MIN. FROM BLDG. �25:2TAL AND PROPERTY 3' WIDE LEACH LINEAR FT. O L I NES, TYP. LINE kV 12" LEACH. yj ROCK, TRENCH MIN. 1200 4��• 7/ �>— ,.36" MAX /\ \ GAL. SEPTIC "**� REPLACEMENT FIELD PROPOSED HOUSE 2801 PLAN FIN. FLR. EL. 215.0' 4 BOLDING 41338 scL. ft. SI'E PLA ,,jL COVERAGE 36Q0 scL. fo . 111=401-011 S.Q/o GREGORY A. P E I T Z LOT 17 LOT TWIN PALMS SUBDIVISION ARCHITECT for: 1 �] 383 Rio Lindo Ave. Chico, CA. 95926 (530) 89457 i9 ANDREW MEGHDADI 1 / CHICO CALIFORNIA (N) FIRE WELL jk7 22-141 50 SHEETS 22-142 100 SHEETS - 22 -144- 200 SHEETS t' wra v \ N "9 i AlY ' { �-• � � � doe i• ti. i M 2 wra v \ N "9 AlY ' { �-• � � � doe i• ti. i M 2 1i 22-141., 50 SHEETS AmPAD 22442 100 SHEETS 22444 200 SHEETS I. 0 'r+ r7.v "v W'7'P'ir U'R.M�+rF'tf'fq Is, •,•{i vw-- 17rIT4'r0.' + 5!'1!�•lea: ' `41 '4i $i # ai'' •d"�"1 •' '° - "'D COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use:QSF Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. L. Plot plans, 3 or 4 sets, signedty the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 0.3. Engineered plans; 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation.Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... , ❑ 13. Other Vaining items needed to issue the permit. (May require additional plan review upon receipt of e f Ilowing items.) W. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 1� . P;LStatement of Intent for Non -heated and A/C Buildings.......................................'16. Sanitation and plot plan approval from the Environmental Health Department in 1 hj (° 6 # ❑ 17. City of Chico Plumbing permit......................................................................... 4 ❑ 18. California Department of Forestry ,plan approval ❑ paid. Sent. by: ..................... ❑ ?19. Planning approval for (A) Use: 1D •� (B)Parking:(C) Parcel Check: 02S ❑ 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 toowner, ❑ Mailed to owner)..................... ❑ Q6. Letter of Signature authorization..........'.......................................................... i 7. 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 "' (UCI-/ and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: �l.t� i .9I /0 3 1. Index permit application for the above items numbered 2. Additional items required Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: ...,_.,. _. �.a....-_..... Yellow`'Buildim Plan Check Letter ❑ ph ne, I7 mail, ❑ counter, by Date: _ ❑ pho e, ❑ mail, ❑ counter, by Date: Plans approved by- Date: _Structural approved by: Date: TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance b 3 -/ofb E.N. USE ONLY Piot Plan Anachod Floor Plan Altmew Sent to G.D. I VI—j1,7,1- 3 ��j Zt "' 1 - Lia-�o X03 Oi4ner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other -- NOTE: rance O.K. for: �i , o PA, 3-- -- Environ ental Health pecialist G$ Date 6/96 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 t llJ 6 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. > > " COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA t (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 "r CORRECTION NOTICE /Z C27- L016 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 'u have any questions pertaining to this matter, or need additional explanation, please contacVhis office immediately. h., s-; i NOTES # RESIDENTIAL 040-640-039 03-1467 PERMIT NO.! MEGHDADI,- ANDREW 20 PHENDX, CHICO t: Cont: MBD } ADD GARAGE TO BP#03-1016 r SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS -.VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER r 'i { 1 JOB FINALED (Dat Signature CHECKED BY J=OK 0 = Not OK Not Applic . otReadyable 1. MOBILE HOMES ' Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Roof; Shthg-Roofing 6. Gas; Location -Test-Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG 12. 7. Well Clearance & Disconnect 8. Utility Clearance 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 Conduit Date Health Department Approval Card B-1 Date Card B-1 Date Plumb.; Cir. Test -Water Supply Test 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 Date 3. Gas; MH Test -Demand -Valve -Connector Card B-1 Date Card B-1 4. Electricity; MH Test -Crossovers -Breakers -Clearances Card B-1 Date Card B-1 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. - Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date - Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. - Verify #'s with Office 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-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 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms 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 (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic x-60. Shear �s; Nailing -Bolts 16 j(Z 61. RZwglnterior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. 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 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 83. Following Instld./Drivel] Yes O No/Walks 0 Yes 0 No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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 - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 �PE_RIIT,,.f (� (Rev. 12/96) APPLICATION AND PERMIT (J/ ASSESSOR PARCEL NUMBER 040-640-039 ZONING SR - BUILDING PERMIT OWNER L' EGHDADI, AL- DP0 TELEPHONE 005 SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 3110 SHADY GROVE Cr., CHICO 95973 2797 R 151 100 295 C 3 835.00 CONTRACTOR'S NAME 0QCR TELEPHONE 63 U 12,276,00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace A 1,500.00 Total Valuation $ 168 649.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 881.00 Plan Checkin Fee $ 23.00 BUILDINGADDRESS 20 PHENDX DP.. CHICO Ener Plan Checking Fee sY g $ PERMIT FEE $ 924.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY. Each Trap L71 7.00 119.0 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New EX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NRI SF MASTER n"97-37 Gas piping sy2tem 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE s 199.00 ELECTRICAL PERMIT I Fling Feel 20.00 Main ServiceOR eoov oR LEss 2o0A LESS 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 force and effect. /- License Class Lic. No. l&) 0 OWNER -BUILDER DECLARATION I herebyaffirm under anal of perjury that I am exempt from the Contractors License penalty P 1 rY P 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. 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' c�per4sati0n�surarlce carrier and policy number are: Carrier �� (,T t�p� Policy Number I O16 C, -CIZ (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 compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. �_ O J' X Date V _ Signature of Applic - ❑ O r ❑ Contractor gent An OSHA permit is required for excavations over 60" deepa d demolition or nstruction of structures over 3 stories in height, it Y % J ©3 4f1 tODIV011 14X61, J Main Service To 46.00 NEW CONST. OWEW EI. NG OCCUCUP.SO OR ADDNS. ( s ACC. BLDS. 3.50FT. 21. 77 1. R61D. RANCHO CIRCUITS t7a 7.50 POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL Q I.SO EX. OCCU FIXED APPLNIS. OR ounETs .a- EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 164.77 . MECHANICAL PERMIT Fling Fee 1 20.00 Heating 2 115.00 30.00 Cooling 2 15.00 30. Hood 6.50 Ventilation 4 4.50 18.00 PERMIT FEE $ 104.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ IR31 CONST. TYPE TOTAL FEE $ 0 AZ D. IMP FLOOD X cDF PAR/ PARCEL EL ssuE This permit is hereby issued under of the Butte County Code and/or indicated-abov or which fees have \ By \ PERMIT EXPIRES ON rJ the applicable provisions Resolutions to do work been paid. 2. Date/I /o3 ,OWHIReceiptNo. 2I/04- ate WHITE-D.D.S.-B.D. TE-D.D.S.-B.D. CANA •ASSESSOR PINK-INSP COR GOLDENROD -APPLICANT OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE BUILDING USE BUILDING PERMIT FEES i Balance Due ....................... $�. 2 Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ SCHOOL DISTRICT FEESL 9 (paid at District Office) (Available after Plan Check) SHERIFF FEES (paid at Building Division) Residential ...................... 360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. URBAN AREA FEES (paid at Buildingivision) - Residential ...................--L 2092 _ # Units Amt. A.P. #"ty-/OBD DATE CE DTE REC. 0 GL Commercial (sq. ft.) ............. -x-=$ Sq. ft. Amt. V5. RECREATIONAL DISTRICT FEES CA J D (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) vt-7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE +10 "0 3 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner " (Rev. 6/00) CertainTeed Col � Builders Statement InsulSafe 4 Fiber Glass Blowing Insulation 1� . �\-' )'dIPe, k- S //0 -'7-03 Installer/Contractor (sign) Company Name Date Builder (sign) Company Name Date Inspected By (sign if required) Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: Obs.) Should not be less than: On.) 60 36.5 27 0.986 22 49 29.6 34 0.800 181/2 44 26.4 38 0.712 163/. L 38 22.8 44 0.615 143/. 30 18.0 56 0.485 12 26 15.5 65 0.418 10'/2 22 13.1 76 0.353 9 19 11.1 90 0.301 73/4 13 7.7 129 0.209 51/2 11 6.6 151 0.179 4% THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company 02002 CertainTeed Corporation 11/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 (✓) BAGS USED BATTS/ROLLS ) CEILINGS , WALLS 3 LA FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company 02002 CertainTeed Corporation 11/02 ENGINEERED 1NOOD SYSTEMS LV =i —TM, I F - =I ', I I Certificate of Conformanc c. Certificate 052736 THIS IS .TO CERTIFY that the glued laminated timber products identified with a collo:., -,le mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applica J, standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-466 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC.117-93 — Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Soffwood Species IT IS HERESY CERTIFIED that the APA EWWS trademarked structural glued laminated timb6, meinbers were. produced in a manufacturing facility subject to regular audits in accordance'With the Engineered Wood Systems .(EWS) Quality Assurance Program: Routine audits include inspoc-tion of the manufacturing process and evaluation of the in -plant QA program with adequate sampl;ng to. verify conformance to industry standards for lumber grade and giueline bond -quality. 3 Y' 13Y2� t�/7 ° 6-3-®3 C4vto 1/4 illi a Q� 2 4�C'OPp oR4?, �• F �{ �I �EAL 1� r � L3— ' = iii `L T ,t► ,. SHIN G` p,4' by �— Thomas G. Williamson Executive Vice Presi0w)t E1VC1-EFRFL) WOOD St'STE-M-511'a 1e1e1e0 unprneUon of 10A4 — 7NE FNGINEFAED WOOD ASSOCIA7)OA• 701 i Scwm i 9ih Sneer - P.O. 8DY. 11 700 - 7 acome.. VJA 9841 1-0700 7oiephonr: (253) 565-860() • Fer Number. (253) SGS. 7265 - - '� 22-141 SO SHEETS annvan _ 22-142 100 SHEETS O 22=144 200 SHEETS; l�3 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - B ILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (5 0) 538-7541 P T (Rev:12/96) APPLICATION ANDPERMIT t9 -3 i ASSESSOR PARCEL NUMBER 040-640-039 sr ZONING BUILDING PERMIT OWNER MEGHDADI ANDREW TELEPHONE SO. Fr, OCC. BUILDING VALUATION 304.00 . OWNERS MAILING ADDRESS CHICO CO. CONTRACTOR'S NAME MBD TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 2-304.00 ARCHITECT OR ENGINEER GREGORY A. PEITZ LICENSE NO. Filing Fee $ 20.00 Permlt Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS 383 RIO LINDO AVE. CHICO CA. 95926 Plan Checking Fee $ 23.00 BUILDING ADDRESS 20 PHENDX DR. CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 97.00 LAT NO. SUBDNISION'SNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF M Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition Y9 Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 03-1016 GARAGE ADDITION Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 60�OV OR LES Main Service .'A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class �_ Lic. No.p S J-)0-2, " 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. kI, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers gompense insyrance carrier and policy number are: Carrier lzh -e v�lif Policy Number I _� 0 -D'Z (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date�'�/3 Signature of Appl nt - ❑ Owner ❑ Contractor Agent An OSHA permit is required fore vations over 5'0" deep and demolition or construction of structure 3 s ori h I t. Receipt No. Main Service zooA To ,000A 46.00 NEW CONST. DWELLING UP. SO OR ADDNS. 8 ACC. BLD S. 3.50'. NO"ESIUT. MULTI.OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. @ 1.00 Ex. Occup. OUTLET OR FO(TURESBALI O .50 LNS Ex. Occu , o xLITLEEDT3 R IESIES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 97.00 HA2. D. FEES IMP FLOOD CDF PARCEL I PD HD UE This permit is hereby issued under the of the Butte County Code and/or indicated o for which f es have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. �I Date 2-• U Date WHITE-D.D.S.-B.D.CANARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville;;CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET L�6 0 - OWNER: C� y Alec tw q ASSESSOR PARCEL NUMBER Proposed Building Use: ! jIok-'k field Counter Technician: Date: S •Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in or er to apply. ❑ 1.. Plot plans, 3 or •4 sets, signedty the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or " foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ , ❑ 9. Plot plan and business license approval from the City of Biggs .................................... 6 • ,, ❑ 10. Letter of intent for non-residential buildings.....................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the.following items.) o w� y'7 14. Fees as shown on the attached Schedule of Fees Due Sheet .................., ................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: . (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number .............................................. ❑ 25. Owner -Builder Verification (E] 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 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered 2. Additional items required Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: . Date: Structural reviewed by: Date: Note transfer by: Date: _ Plan Check Letter ❑ phone, ❑ mail, ❑ counter, by Date: _ ❑ phone, ❑ mail, ❑ counter, by Date: P.lans.approved by: Date: _Structural approved by: Date: Yellow: Buildine Division LONGFELLow LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: LES WITT _ Job No- GAZEBO Address: AP#: C -20E (Rev. 3/03) D 20 PHENDIX CHICO,CA ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 124NX 27' GAZEBO A A2 A2A A3 A3 A3 A2A A2 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 *Center plate on joint unless x, y or Personal InjuryDamage 9 offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and securely seat. J� diagonal or X -bracing, is always required. See BCSI1. 0 -'/16� 2. Never exceed the design loading shown and never 1 1 2 3 TOP CHORDS C1-2 c23 4 stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and o WEBS e all other interested parties. od ��' M �+�' p 4. Cut members to bear tightly against each other. For 4 x 2 orientation, locate U ,b _ plates 0-'a6' from outside a " 5. Place plates on each face of truss at each edge of truss. joint and embed fully. Knots and wane at joint C7-8 co- cs-a O locations are regulated by ANSI/TPII. BOTTOM CHORDS 'This symbol indicates the required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII. Plate location details available In MITek 20/207. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber. The first dimension is the width 4 x 4 to Second CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to perpendicular slots. camber for dead load deflection. dimension is the length parallel to slots. 10. Plate type, size, orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at -9432A spacing shown on design. BEARING SBCCI .9667,9730,9604B,9511, 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but 14. Connections not shown are the responsibility of others. reaction section indicates joint M1 number where bearings occur. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. Industry Standards: ® MiTek 16. Install and load vertically unless indicated otherwise. ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. • BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 p 2004 MiTek® SHAPEn or nry CROS SECTION C -C C RIDGE -., r— COMMON TRUSSES NOTt: SEE ENG1A/6E121IJ6 for Wru, TACK APOTRUSS DESIGNS, LATERAL 5TAB11-17y of ROOF ,ry5TEM To hE PROwpFO 13y PROJECT DESIGA/ER, HIP.RAFTERS SHAPED BLOCK CROSS BLOCK PLAN VIEW "C ALTERNATE DETAIL: WHEN HIP RAFTERS DO NOT MEET 0 COMMON TRUSS. SuPf�Tsip�lr,�b �( arFl�ws) O 5� 7�° o,�. (w�rrntl �/-- TOP CHORD JACK EXTENSION END JACK SETBACK COMMON TRUSSES HIP TRUSSES SECTION B -B, WD -2359 CALIFORNIA HIP YlTsk hdusUles, Inc. 6-20-91 REV. 7110192— TOP CHORD BRACING PER ENGINEERING SPECIFICATIONS. 9 TOP CHORD JACK -EXTENSIONS HIP /2, M v SECTION A -A ,Sart tt51t) Fip-7Ack5 & pAFTz�es _ .. 4r02T CK Job Truss Truss TypeOty (7:0-0-10,0-0-21 Ply GAZEBO LOADING(psf) SPACING 2-0-0 CSI DEFL R1548373 WITT0302 At CAL HIP . 2 1 m MiTek TC 0.80 Vert(LL) -0.18 12 >999 240 Job Reference (optional) Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434, GDA 6.000 s Jun 17 2004 MiTek Industries, Inc. Wed Mar 02 14:28:53 2005 Page 1 i -2.0-0 I 5-61 570-15 9.7-15 I 14-41 I 18.1.1 18H15 24.0.0 28-0-0 f 2-0-0 58-1 0-0.14 3.9.0 48.3 39-0 0-414 5-61 2-0.0 Scale = 1:46.9 4x8 i 3x4 = 3x8 = 4x8 3x4 = 3x4 = 5x8 WB = 1.5x4 11 3x4 = 5-61 9.7-15 14-41 + 16515 24-0-0 5-61 41-14 48.3 41-14 5-61 Plate Offsets (X,Y): [2:0 -0 -10,0 -0 -21,[3:0 -24,0 -2 -OL [4:0-0-0,0-0-01.[5:0-0-0,0-0-01,[6:0-2-4,0-2-01 (7:0-0-10,0-0-21 (11:0-4-0,Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 m MiTek TC 0.80 Vert(LL) -0.18 12 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.45 10-12 >635 180 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.13 7 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 102 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.18BtrG TOP CHORD Sheathed or 2-8-2 oc puffins, except BOT CHORD 2 X 4 DF No.18BtrG 2-0-0 oc pudins (2-5-10 max): 3-6. WEBS 2 X 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=1832/0-3-8.7=1832/0-3-8 Max Harz2=4(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23, 2-3=3876/0, 3-4=3542/0,4-14=-4731/0, 5-14=-4731/0, 5-6=3542/0, 6-7=3876/0, 7-8=0/23 BOT CHORD 2-13=0/3592, 13-15=0/4731, 12-15=0/4731, 11-12=0/4731, 10-11=0/4731, 10-16=0/4731, 9-16=0/4731, 7-9=0/3592 WEBS 3-13=0/854, 4-13=1393/0, 4-12=0/289, 5-12=-48/48, 5-10=0/289, 5-9=1393/0, 6-9=0/854 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 15.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 27 ft by 24 R with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If .porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Girder carries hip end with 6-0-0 end setback. 7) Design assumes 4x2 (flat orientation) puffins at oc spacing indicated, fastened to truss TC w/ 2-1Od nails. 8) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 279.0Ib down at 18-4-3, and 279.01b down at 5-7-13 on top chord. The design/selection of such special connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Unfform Loads (plf) Vert 1-3=62, 3-6=119, 6-82, 2-7=27(F=13) Concentrated Loads (lb) Vert 3=279 6=279 Q?,pFESSI ONG CID G! LU2 9919 rn 93" March 3,2005 A WARNING - V de er1/y sign yammerers and READ ROTES OX THIS AND INCLUDED fIDT88 REFFAaxr'p PAGE BW -7473 BEFORE USE, Design volid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. 7777 Greenback Lane r_ r_m Suite 109 Citrus Heights, CA, 95610 A ficobl of design ramentero and pp yPa proper Incorporation of component is responsibility, of building designer -not truss designer. Bracing shown a for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbilt ly of the erector. Additional permanent bracing of the overall structure is the responsibil y of the building designer. For general guidance regarding fabrication, quality controt storage, delivery. erection and bracing, consult ANSI/rPil Quaky Criteria, DSB-89 and BCSII Building Component m MiTek Safety Information available from Truss Plate Institute, 553 D'Onohto Drtve. Mad'non. WI 53119. wits00 1,Y�►_I7 CAL HIP 6.000 s Jun 17 2004 MiTek Industries, Inc. Wed Mar 02 14:28:56 2005 r 2-0-0 I 7$1 7-10-15 124)-0 I 16-1.1 1f 5.5.15 24-0-0 1 26.0.0 � 2-0-0 7-6-1 0-4-14 4-1.1 4-1.1 0-4-14 7.6.1 2-0-0 Scale = 1:46.9 4x6 3x4 = 4)6 3x4 = 4x6 = 3x4 = 1 7.6.1 16-5-15 24.0.0 7.6.1 8.11-15 7-6-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.15 8-10 >999 240 MT20 220/195 TCDL , 15.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.28 8-10 >999 180 LOADCASE(S) Standard BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(TL) 0.08 6 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) * /30/06 Trapezoidal Loads (plf) Vert 11=77 -to -4=124, 4=124 -to -12=77 M Weight 96 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.18BtrG TOP CHORD Sheathed or 3-8-5 oc purlins, except BOT CHORD 2 X 4 DF No.1&BtrG 2-0-0 oc pudins (4-2-1 max.): 3-5. WEBS 2 X 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 6=1365/0-3-8,2=136510-3-8 Max Horz2=6(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/46, 2-3=2669/0, 3-11=2377/0, 4-11=2377/0, 4-12=2377/0, 5-12=2377/0, 5.6=2669/0, 6-7=0/46 BOT CHORD 2-10=0/2393,9-10=012681,8-9=0/2681.6-8=0/2393 WEBS 3-10=0/398,4-10=-489/0, 4-8=-489/0,5-8=0/398 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 15.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 27 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20°x6 has been applied for the green lumber members. 6) Girder carries tie-in spans of 3-0-0 from front girder and 5-0-0 from back girder. 7) Design assumes 4x2 (flat orientation) puffins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 175.71b down at 16-0-0, and ESS/ON� 175.71b down at B-0-0 on top chord. The design/selection of such special connection device(s) is the responsibility of others. p�OF Q pONG LOADCASE(S) Standard �� Q��y61 G) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 CO 2 Uniform Loads Vert 1-33==- 62, 3-112, 5-12=62, 5-7=62, 2-6=14 � J 991 n in Concentrated Loads (lb) Vert 11=176 12=176 * /30/06 Trapezoidal Loads (plf) Vert 11=77 -to -4=124, 4=124 -to -12=77 M OF CAt- March 3,2005 A WARNWO - Ver ft design parameters and READ NOTES ON THIS AND INCLUDED LDTF-E REFERENCE PAGE BM.7473 BEFORE USE. 7777 Greenback Lane Desi n valid far use on with MTek connectors. This design is based on u Suite 109 9 only 9 N eon parameters shown. building for an individual building component. Citrus Heights, CA, 95610 Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown a for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding �■ek fabrication, quality control storage. delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M■B Safety Information available from Truss Plate Institute, 583 Onofrio Drive. Madison, WI 53719. Job Truss Truss Type Qty Ply GAZEBO I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 R15483734 WITT0302 A3 HOWE 3 1 MT20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.22 Job Reference (optional) Longfellow Lumber Co., Inc.. Chico, Ca. 95928-7434, GDA i1 6.000 s Jun 17 2004 MiTek Industries, Inc. Wed Mar 02 14:28:59 2005 Page 1 -2.0.0 I &314 I 12.0-0 17-8.2 24-0-0 I 26-0-0 i 2-0-0 &314 5•8-2 5-8-2 6-3.14 2-0.0 Scale = 1:45.4 4x4 = , 3x4 = 3x4 = 3x4 = I &2-10 I 15.9-6 I 24.0.0 I I$ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.11 8-10 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.22 8-10 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.20 Horz(TL) 0.04 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 99 Ib LUMBER TOP CHORD 2 X 4 DF No. 18Btr G BOT CHORD 2 X 4 DF No. 16Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1034/0-3-8.6=1034/0-3-8 Max Horz2=8(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23,2-3=165210,3-4=1429/0,4-5=1429/0,5-6=1652/0.6-7=0/23 BOT CHORD 2-10=0/1517,9-10=0/1041,8-9=0/1041.6-8=0/1517 WEBS 3-10=331/0, 4-10=0/483, 4-8=0/483,5-8=3311/0 BRACING TOP CHORD Sheathed or 4-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 R above ground level, using 15.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 27 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Q?,OFESS/pin ONG YG F2 c� cm 9919 m OF March 3,2005 A WARRING - Ver ft design pammetem and READ NOTES ON TffiS AND MCLODED W= REFERENCE PAGE RU 7473 aEFORB USF- 7777 Greenback Lane Design valid for use on with MTek connectors. This design is based on upon Suite 109 9 N 9 M Pa Parameters shown, and rs for on individual building component. C'rtnrs Hei hts, C 95610 Applicobillty of design paramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown 9 a a for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Critedo, DSB-89 and BCSII Building Component M Tekm Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive. Madison, WI 53719. , jp`[�+�Jpartment of Public �Jorks 0 C o u n t y o f B u t t o LAND DEVELOPMENT DIVISION " ). Michael Crump, Director ® Storm Water Management Program 9 7 County Center Drive pC�`L 5 / Oroville, CA 95965 OUIA(530) 538-7266 =LIC ,�pF� (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase it Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN I ACRE Project Description: v a Z e Project Location and/or Parcel Number: 7 o ` Q4O - � Q 0 -03�( By signing below, I, the project ownerlowner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply fora 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: vvNrA e Date:"3°-dS STRUCTURAL CALCULATIONS Witt Residence Gazebo Chico, CA Job Number: 05-034 March 8, 2005 O s w No. 58201 r M * EXP. 06-30-06 \Tq CIV1L �? .•: • TF GF CALIF��? from the design desk of.... Russell Gallaway Associates 7 ,Sierra Nevada Court Chico, California 95928 . (530) 342-0302 fax 342-1882 www.rda-chico.com COMPANY G.WoOdWorks'- SOFMARE FOR WOOD DFSK:N Design Check Calculation Sheet Sizer 2002 I LOADS: ( lbs, psf, or plf ) PROJECT Les Witt Gazebo Job No. oS--v3it Main Girder Load Type Distribution. Magnitude. Location (ft] Pattern Fv'. = 85 2250 .2400 Total Start End Start End Load? Loadl Dead Full Area 15.00(12.00)* Length No Load2 Live Full Area 16.00(12.00)* Yes MAXIMUM REACTIONS llhsl and RFARINr, 1 FN[.1'Ns fin► - u 25' Dead 2250 Design Value Analysis/Design Live 2400 Fv'. = 85 2250 .2400 Total 4650 Fb' = 1211 fb/Fb' = 0.97 Bearing: 0.39 = L/760 0.83 = L/360 4650 Length 1.4 1.67 = L/180 0.57 1.4 Timber -soft, D.Fir-L, No. 1, 5-1/2x18" Lateral support: top= at supports, bottom= at supports; Load combinations: ICC -IBC; WARNING: this CUSTOM SIZE is not in the database. Refer to online help. SECTION vs. DESIGN CODE NDS -1997: t stress=nsi_ and in t Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 62 Fv'. = 85 fv/Fv' = 0.73 Bending (+) fb = 1174 Fb' = 1211 fb/Fb' = 0.97 Live Defl'n 0.39 = L/760 0.83 = L/360 0.47 Total Defl'n 0.95 = L/315 1.67 = L/180 0.57 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1350 1.00 1.00 1.00 0.939 0.96 1.000 1.00 1.00 2 Fv' = 85 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 _ E' = 1.6 million 1.00 1.00 2 Custom duration factor .for Snow load = 1.00 Bending(+): LC# 2 = D+L, M = 29063 lbs -ft Shear LC# 2 = D+L, V = 4650, V@d = 4092 lbs Deflection: LC# 2 = D+L EI=4276.73e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind .I=impact C=construction CLd=concentrated) (All LC's are -listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. JOB LF c- \,.ii TF GA4ig.G0 JOB N0. 05-03 DATE 311105 !1 ♦ T !Yi TW ♦ TTl11�T /1 Tl PAGE NO. 2 ENGINEER 13� Les Witt Gazebo BC Caisson Desian Inputs: Caisson diameter (b) = 2 ft Height to applied load (h) = loft Lateral Load (P) = 334 lbs Passive Pressure = 300 pcf Generated moment = 3.3 k -ft Calculations: Per UBC Section1806.8.2 A= 1.01 ft. Sl 386 psf S3= 861 psf Required Minimum Depth (d): Nonconstrained (ft) = 3.9 Constrained (ft) = 2.9 Russell. Gallaway Associates Job No. os- o -3L 3/1/2005 Structural Engineering 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 thea ;?or labor and material for construction of this proposed property improvement: YES { NO[ ]. 2. I HAVE (,,'f_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: - e , 2 & (,., -n ADDRESS: PHONE: ��,/ �� CONTRACTOR'S LICENSE NO: 7 y 7 2� 3 r 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: DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. 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 name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of 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 perforin 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. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS►ON 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax,(530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: /, 17 -7 - ASSESSOR PARCEL NUMBER Proposed Building Use: �� /-SCJ, Permit Technician: �--�- �j Date_: 9 Items required in order to apply for a permit. Allboxes MUST be checked OR marked NA in order to apply. '19 `Uv 1. Site plans, 3 or 4 sets, signed by the4preparer of the plans. /pV 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets,fwith wet signature on -'plans AND 2 sets of stamped and signed calculations. �❑ / tV 4. Engineered truss details -,and layouts in duplicate. 6.No faxesl ❑ 5. Letter from Enginpeet-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 for, Installation manual, including; marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. .10 ❑ 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 Elevations Certificate, wet -stamped and signed, in duplicate. ❑ 11. LFttef-6ffdtenffor non-residential buildings ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other i a Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) No /nv 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ b 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... \ o Erosion Control Plan Required........................................................................ 0. ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. \ ❑ 23. California Department of Forest plan approval E3 paid. Sent by: 24. Planning approval for (A) Use:(B)Parking: (C) Parcel Check:... 0 25. Contact Land Development about _ Improvements, _ Drainage ........................ �p /Kj 26. NPDES Form...............................................................................:............... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... o N 29. Worker's Compensation Carrier and Policy Number .......................................... ,Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 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 b /► and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 3 -SO -0-5 1. Index permit application for thea ite s gumbpredPlan Check Let r 2. Additional items required ra r, designer, owner, was a th above to by phone, ❑ mail, ❑ counter, b Date: �n C� actor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ Plans reviewed by: <:I W Date: 0 5' phone, ❑ mail, ❑ counter, by Date: Plans approved by: fin Date: 0q- Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER PROP O ,,,SEqAUILDING USE r� BUILDING PERMIT FEES --- Balance Due ..................... $ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) WAT NDER FEES BATTALION # 0.00 (paid at Building Division) 8. SMIP 9. DRAINAGE FEE 10. OTHER 11. OTHER A.P. # ®yam DATE .66 / o RECEIPT# DATE At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT �� _ DATE ' 30 - 5 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) SEPTIC, TANK AND • LEACH LINES TO BE 5' MIN. FROM BLDG. 252 T*L AND PROPERTY 5' WIDE LEACH LINEAR FT. O LINES, TYP. LINE W/ 12" LEACH. 4 ROCK, TRENCH MIN. 1200 0.7p \iE " MAX GAL. SEPTIC, FTTANK N —,I to � I v APPROVED Butte County Fmironmental Health Dee (N) ►HELL ft \ 1 REPLACEMENT FIELD ?p3 \ ` \ < SAO • 6 (N) WELL IN ADJACENT \ PFi0P05ED 6.9' GONG. DRIVE -3 � LOT HOU5E 2601 PLAN N �q FIN. PLR. EL. _ 215.0' + o .0 LOT 41338 sc�,. ft.51 "E FLAN > BUILDING 3680 SCS,. ft.1"=40'-0" � 01N COVERAGE g qry 17 LOT LOT GREGORY A. P E I T Z TWIN PALMS SUBDIVISION ARCHITECT for: 383 Rio Lindo Avc. Chico, CA. 95926 (530)894-5719 ANDREW MEGHDADI 17 MCO CALIFORNIA C= LO all 'lr 1 a ENLARGE GARAGE 4'-0" ADD (2) COMMON TRUSSES TO ROOF LAYOUT, { c A . 'O LEO ENI ti NEW 2x4 WALL (N)I- NEW o EXISTING WALL (E) EXISTING AppENDUM TO 2801- PLAN FPAPTIAL FLOO z PLAN O � . APPROVED Butte County Environme I He t Signature ENVIRONMENTAL HEALTH MAY' 5 2003 CHICO, CALIFORNIA w4r, BEAM- 5EE �oTE I . *5 P, 1 e" O.G. E.V./_ t o[ ' V N 4! .. I 8" Lk? (TYPI GAL) l 1� Or T05" DEPT mET ILAT _-j a0 a TI, �.Q to (a , vF RT1u.L STEEL_ P.ER. w STANDARD SOIL STEEL SCHEDULE DEPTREINFORCING (FEET) REINFORCING WITH RAISED BOND BEAM TO 1' HEIGHT - 2' HEIGHT 3' HEIGHT 3 #3@ 12" O.C. #3 12"O.C. #3 12"O.C. 3 12"O.C.4 #3@1-2-O.C.- 4 " " #3@-6" O.C. 5 5 #306" O.C. " 6 " #3 6"O.C. #3(96" O.C. #3 4" O.C. 7 #3(96" O.C. " #3@4" O.C. " 8 #3@4- #3@4- O.C. #3 3" O.C. #3@ 3" O.C. 9 #3@4- O.C. " #3@3- O.C. 1) EXPANSIVE SOIL STEEL SCHEDULE ,DEPTH (FEET) REINFORCING WITH RAISED BOND BEAM TO T 1' HEIGHT 2' HEIGHT 3' HEIGHT 3- #3@ 12" O.C. #3.@12"0..�. #3 12O.C. .#3@ 67.0'_ 4 #3 6" O.C. " 5 #3@6" O.C. " 6 #3(96" O.C. `. #3 9 4" O.C. 7 #3@4- O.C. #3 3" O.C. 8 #3@4- O.C. #3@3- O.C. #3 3"O.C.1 9 #3@4"0.C. #3 3" O.C. #3 3"O.C. 1 #3 3"O.C. 1 (1) 7" POOL WALL B.,,wE tCL # #53718849 2866 ESPLANADE. CHICO. CA. 95973 •530 -$W-8445 TOLL FREE 877-482-7005 Q� I f ESS(pryq� cm No. 26b ao s IVi4 2501 Seeblick, Ct. El Dorado H-d1s Ca 9.r7fi2 Phone/fax (916)933-3357• POOL STEL``,.. MASTER P1 REVISED 5/2004` NOTES .� 1. Bond beam: Standard 3-#3.."-..-1. Expansive- 4;m—*4 BU-r�E (�®� 2. Soil Bearing Pressure: 1.009-:: �U,L®ING DIVISION 3, Equivalent Fluid Pressure:.. APP�®VD 35 psf Standard soil 10,645 psf Expansive soil >. 4. Gunite: 2500 si,@ 28 da: , s 5. Reinforcing: ASTM 6. Spa steel: #3 -@ 12" o. c.:e:iwv ENLARGE GARAGE ADD (2) COMMON TRU55E5 TO ROOF LAYOUT.. 5 ARAC E q° CLC. CONCRETE � I � I - ---------------T------------z= Quo ry+� I ry. I LEC END 2 NEW 2x4 WALL (N) NEW A 0 EXI5TINO WALL (E) EX►STING ADDENDUM TO 2501 PLAN PARTIAL FLOOFZ PLAN GARAGE ADDENDUM - LOT SHEET GREGORY A. P E I T Z TWIN PALMS .2801 PLAN ARCHITECT for: 1 383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-s719 MBD HOMES CHICO CALIFORNIA or-. one PUTTS COUNTY lit .DING DEPARTMENT APPROVED Al �- R Y Al®. L' 21283 MJF REN. .WARNING ! 6`'I-61 SUMMARY 9NzSTA1� OF METAL PLATE CONN =CTE'D WOOD TRUSSES GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSL1--03_Guide to_Good Practice_fot Connected Wood Trusses for more detailed information, Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the. BCS. -63 Summary Sheet - Web Member Permanent Bracing/Web Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no estan marcados de ning6n modo que identifique la frecuencia o localizaci6n de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instalaci6n y arriostre temporal de los trusses. Vea el folleto BCSI 1-03 Guia de Buena Pracdca Dara el Manejo, Instalad6n y Arriostre de IDs Trusses de Madera Connectados con Placas de Metaloara pard mayor informaci6n. Los dibujos de disefio de IDs trusses pueden especificar las localizaciones de los arriostres permanentes en los miembros individuates en compreskin. Vea la hoja restimen BCSI-g3 Dara los arriostres permanentes y refuerzos de los miembros secundarios (webs) para mayor informaci6n. EI resto de arriostres permanentes son la responsabilidad del Disefiador del Edifido. Q The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la cafda de la estructura o a6n peor, muertos o heridos. Banding and truss plates have sharp edges. Wear Qt loves when handling and safety glasses when l cutting banding. Empaques y places de metal tienen bordes afilados. Use guantes y lentes protectores cuando corte los empaques. HANDLING - MANEJO QAllow no more No permits mas Q Use special care in than 3" of defiec- de 3 pulgadas de windy weather or tion for every 10' pandeo por sada 10 near power lines of span. pies de tramo. and airports. ,o, A m �.� e•max. a I ,a QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK :.S2ait,�2•.x��o.342�'. a��Lo 4 QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por una semana o mas deben ser elevados con bloques a Cada 8 o 30 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad perp permita ventilaci6n. Utilice cuidado especial en dies ventosos o cerca de cables eledricos o de aeropuertos. Spreader bar for truss bundles ' O O QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. & Avoid lateral bending. — Evite la Flexi6n lateral. GDo not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. 0 Do not store on No almacene en uneven ground. tierra desigual. Z. HAND ERECTION — LEVANTAMIENTO A MANO BRACING FOR THREE PLANES OF ROOF QTrusses 20' or - ; % , _ Trusses 30' or less, support Ll less, support at at peak. r quarter points, f Levante Levante de del pico los los cuartos trusses de 20 de tramo los pies o menos.trusses de 30 Trusses ITrusses Trusses hasty 20les o menos. to 30' ' � �I p F Trusses haste 30' i HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga Cada truss en posici6n con la gr6a hasta que el arriostre temporal est6 instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pico los trusses de mos de 30 pies. Greater than 30' Mas de 30 Dies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 i Tagline truss length TRUSSES UP TO 30' TRUSSES HASTA 30' Toe -in ,.\/1 \i/11C�\�� / T< oe-In Spreader bar 1/2 to j� 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreader bar Attach above or stiffback 1m x. max. mid -height Spreader bar 2/3 to �— 3/4 truss length —i Tagline t— TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' '7 W►` C�T�l-1-161-1 " QRefer to BCSI-B2 Summary Sheet - Truss Installa- y tion and Temporary Bracing for more information. Vea el res6men BCSI-B2 - Instalaci6n de Trusses o Q y Arriostre Temporal para mayor informaci6n. 0 Do not walk on unbraced trusses. No Gamine en trusses sueltos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en Ifnea con Cada una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well �— before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) min. EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este mdtodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Haste 30 pies 10 pies m6ximo 30' to 45' 8' o.c. max. 30 a 45 pies 1 8 pies m6ximo 45' to 60' V o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies m6ximo •Consult a Professional Engineer for trusses longer than 60'. `Consulte a un ingeniero para trusses de mas de 60 pies. Q See BCSI-B2 for TCTLB options. Vea el BCSI-B2 pare las opciones de TCTLB. BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Maximum lateral brace spacing Summary Sheet 10 o.c. for 3x2 chords - Temporary and 15' o.c. for 4x2 chords Diagonal braces Permanent Bracing �0' o< 15 every 15 truss for Parallel Chord spaces (30' max.) Trusses for more information. Vea el res6men BCSI-B7 - Ardostre temooraI y permanente de The end diagonal trusses de cuerdas brace for cantilevered paralelas para mayor trusses must be placed Lateral braces informaci6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION © Refer to BCSI-B6 Summary Sheet - Gable End Frame Bracing. l'7f Repeat diagonal braces. Vea el restimen IJ BCSI-B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un [echo a dos aquas. 1 Jf Set first five trusses with spacer pieces, then add diagonals. Repeat LI process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. . 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web members Diagonal braces every 10 truss 10'-15' max. spaces (20' max.) same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT 46 iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 46 Q Tolerances for D/50 D (ft.) l�j LJax. Tolerances for Out -of -Plane. — Tolerancias pare Fuera-de-Plano. nom-- Length —►I Max.MBxBow n Max Bow Truss Bow Length •�� 1-1/4 20.8' —i Max. B Length F Length — 1-3/8° 22 9' 3/4" 12.5' Clay Tile 7/8° 14.6' © Refer to BCSI-B6 Summary Sheet - Gable End Frame Bracing. l'7f Repeat diagonal braces. Vea el restimen IJ BCSI-B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un [echo a dos aquas. 1 Jf Set first five trusses with spacer pieces, then add diagonals. Repeat LI process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. . 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web members Diagonal braces every 10 truss 10'-15' max. spaces (20' max.) same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT 46 iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 46 Q Tolerances for D/50 D (ft.) 1 ° 16.7' Out -of -Plumb. 1 I 1/4" 1' 1-1/8° 18.8' Tolerancias para I 1/2" 2' 1-1/4 20.8' Fuera-de-Plomada. 1-3/8° 22 9' I Plumb 3/4" 3' Clay Tile o bob 1„ 4' 1-1/2° 25.0' ' 1-1/4" 5' 1-3/4° 29.2' D/50 max' - I - 1-1/2" 6' 2° a33.3' 1-3/4" 7' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Qr Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasta que todos los arriostres Materiel Height (h) esten colocados en forma apropiada y Segura. Gypsum Board 12" Do not exceed maximum stack heights. Refer to BCSI_B4 Summary Sheet - Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el res6men BCSI-B4 Carga de Construccion para mayor informaci6n. Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES © Refer to BCSI-B5 Summary Sheet - Truss Damage 3obsite Modifications and Installation Errors. Vea el res6men BCSI-B5 Dafios de trusses Modificaciones en la Obra y Errores de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No corte, altere o perfore ning6n miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del diseno del truss. QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contmoor and crane operator (if applicable) are ca. pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put Boor and roof trusses Into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel in the wood truss industry, but must, due to the nature of responsibilities ImoNed, be presented only as a GUIDE for use by a qualified Building Designer or ErecdoNinstalladon Contractor It is not intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the ErectloNlnstallation Contractor or otherwise) for handling, installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 608/274.4849 • www.woodtruss.com 608/833-5900 • www.tpinst.org BIWARN11x17 031125 1EN C*�I OJA RESUMEN DE LA GUTA D BUENA PRA TICA P RA EL MANE70, NSTALAC-ION ARRr OSTRE DE LOS TRUSSES DE MADERA CONECTADOS CON LAC■AS DE META P0 rn 0 N r�ADVE Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES © Refer to BCSI-B5 Summary Sheet - Truss Damage 3obsite Modifications and Installation Errors. Vea el res6men BCSI-B5 Dafios de trusses Modificaciones en la Obra y Errores de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No corte, altere o perfore ning6n miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del diseno del truss. QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contmoor and crane operator (if applicable) are ca. pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put Boor and roof trusses Into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel in the wood truss industry, but must, due to the nature of responsibilities ImoNed, be presented only as a GUIDE for use by a qualified Building Designer or ErecdoNinstalladon Contractor It is not intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the ErectloNlnstallation Contractor or otherwise) for handling, installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 608/274.4849 • www.woodtruss.com 608/833-5900 • www.tpinst.org BIWARN11x17 031125 1EN C*�I OJA RESUMEN DE LA GUTA D BUENA PRA TICA P RA EL MANE70, NSTALAC-ION ARRr OSTRE DE LOS TRUSSES DE MADERA CONECTADOS CON LAC■AS DE META P0 rn 0 N r�ADVE APPROVED Butte ounty - Envinongntal MaItt .5c> 0 1 —1 )c -3 0 b ft ro '< v 9c; PLANNING DIV LISS: cc Nmm 6AT Parking: SXIT Other. 1� Signature' BUYER: TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION. BUYER: POOL AREA TO BE FENCED, PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. BUYER: WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR 7 DAYS. DO NOT TURN ON POOL LIGHT, WHEN, 001 - IS EMPTY. DO NOT USE RUBBER HOSE WHEN FILLING POOL AS IT WILL MARK PLASTER. 69 MAiN PRAt tJ. (2) 1- -,' 5. S• - - - P 0 0 L 77 StA0t),bL_y r�3p� �U.I LEGEND 11'Ci AA AA C- 11 oz -j GAS METER X Ul 7� POOLARTUANS—ft.of " ELECT. PANEL ft. of—" GATE VALVES __4 plt,t or ft. of wit "14 LIGHT -(D-•-BPA V UpION ft. of LIGHT JUNCTION so - **-& SPA RgTURN ��ft- 9f BOK Aib �tv ale 4p rn \j ELECTA 1.11NO ft, 1 "0 :7 .5c> 0 1 —1 )c -3 0 b ft ro '< v 9c; PLANNING DIV LISS: cc Nmm 6AT Parking: SXIT Other. 1� Signature' PLAN VAR D) 2�FE;RIV6 .ST_ � Ula TCSSL /d ,C \ --- \N ID I- , 10' 1-11 G H RCACK, V\,1A7_1=_k FA LA_ 11 CD -um I? F_ - < :PL-ANj T:-- 12 BRIDGES A. �P_ t -.z A SCALE 1/8" = Is 0' I K- P, (:-- -r Lk (? tJ_!::j f �t-lr- �( _5)� POOL SETBACKS FROM: 40 HOUSE--- REAR PROPERTY LINE 100, SIDE PROPERTY LINE_- EQUIP. SETBACK$ FROM: HOUSE— REAR PROPERTY LINE__.___A5 ( I- / SIDE PROPERTY LINE-----. REQUIRED FENCE HEIGHT__ _41_ BUYER: TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION. BUYER: POOL AREA TO BE FENCED, PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. BUYER: WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR 7 DAYS. DO NOT TURN ON POOL LIGHT, WHEN, 001 - IS EMPTY. DO NOT USE RUBBER HOSE WHEN FILLING POOL AS IT WILL MARK PLASTER. I`1A-'V= MAiN PRAt tJ. (2) 1- -,' 5. S• - - - P 0 0 L 77 StA0t),bL_y LEGEND 11'Ci AA AA C- 11 POOL SUCTION —ft. of_.." GAS METER POOLARTUANS—ft.of " ELECT. PANEL ft. of—" GATE VALVES __4 plt,t or ft. of wit "14 LIGHT -(D-•-BPA V UpION ft. of LIGHT JUNCTION so - **-& SPA RgTURN ��ft- 9f BOK Aib �tv ale GAS 1.01 ELECTA 1.11NO ft, 1 "0 PLAN VAR D) 2�FE;RIV6 .ST_ � Ula TCSSL /d ,C \ --- \N ID I- , 10' 1-11 G H RCACK, V\,1A7_1=_k FA LA_ 11 CD -um I? F_ - < :PL-ANj T:-- 12 BRIDGES A. �P_ t -.z A SCALE 1/8" = Is 0' I K- P, (:-- -r Lk (? tJ_!::j f �t-lr- �( _5)� POOL SETBACKS FROM: 40 HOUSE--- REAR PROPERTY LINE 100, SIDE PROPERTY LINE_- EQUIP. SETBACK$ FROM: HOUSE— REAR PROPERTY LINE__.___A5 ( I- / SIDE PROPERTY LINE-----. REQUIRED FENCE HEIGHT__ _41_ BUYER: TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION. BUYER: POOL AREA TO BE FENCED, PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. BUYER: WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR 7 DAYS. DO NOT TURN ON POOL LIGHT, WHEN, 001 - IS EMPTY. DO NOT USE RUBBER HOSE WHEN FILLING POOL AS IT WILL MARK PLASTER. I`1A-'V= MAiN PRAt tJ. (2) 1- -,' 5. S• - - - P 0 0 L -r StA0t),bL_y 11'Ci AA AA C- 11 L rj,c)w LIM� Al-(--DR-r LF -r;- N � i 7-rz- TRIM TILFE, k ,06v GENERAL SPECIFICATIONS �6_0� SIZE2,0x 4�' AREA 0100 rJDEPTH3'(0_'_'TO�7' 3'(o \j SHAPE PERIMETER 130 TEMPLATE NO. I�LA CUSTOM wp 7 ( TILE SIZE •,x - _ j" RD TILE COLOR 7 L 1. 14 1A COPING COPING COLOR POOL CAPACITY PUMP CAPACITY G,P.M, MOTOR H.P. H.P. C 0. r:-. SO. FT. FILTER FILTER RATE q C) G.P. ' M. TURNOVER (S59 HRS. VACUUM LINE & SKIMMER RETURN LINE MAIN DRAIN SKIMMER -MODEL BACKWASH To 111i'AbliTOF %" FILL LINE.. ANTI -SYPHON VALVE IfEATER GASLINE BY: VENTED BY: LIGHT 2, AM69 F— D 0 y CLOCK TNT '6:"/4 0 ELECTRIC BY: ELECTRICAL BONDING BY: OWN I -- POOL CLEANER bL. C14LORINATOR BOARD -SIZE COLOR BOARD SUPPORTS - Tile: LADDER -Model Tile: Hookup Wui#'r t? ROPE RINGS W/ROPE1&1.Ft....OA.TS___ GRADING DIRT WALK.-.,. 0 YES 0 STUB PLUMB 0 NO TRACTOR SIZE TILE & COPING 0 ASAP 0 OTIN DECK BY: \/v TREES, ETC. PERMIT OFFICE CONCRETE REMOVAL BY: 1110 SALES OFFICE CH I C 0 i6urTE rO\j NTy RAYES M: BOND 13 "DRAS HEIGHT WIUTN. ........ . PHONE NO. 8"T 5'- 94 T'z_ MGR. io B NO. iAL ESMAN loilo NG OO MAP BOOK NO.0410 COLO 0?v9_ S mi PL NAME LE�5 WIT/ ------ LEGAL DESCRIPTION UL) ADDRESS c} -i i cp LOT NO. CROSS STREETS TRACT NO.— - ��4'1- 569-0_. BUS. PHONE_G470'qL_ RES. PHONE BOOK PAff BLOCK -23 z- -7 P A I m T 5 BUTTE COUNTY MAILING ADDRESS S_ B U I L D i M-3- D it V I S 11 (-)N,' AM" Ito 111.4 L�- e_'010 y IIitIIIIIIIIIItiIIttIiIIIIIII4P IIItIIttIIitIitIIIiIIIIitIitTIi01 INOTECINALLS'4411141V�W PL fy rk 7T' IIfIt'I 7 III:7, IIittII&AS REP�6E'� MT� K/ ItIIII ISH ititiIIII^m I ItIII I N' TT i'ZARPET I2, IIIlL6 IIitOK io ';7 r i ItIIS.'C7.D; ittitWo Hm:i, iI- - - - - - - - - - - - -- ..... i;, - IM tn ItIA ie -ft IIIm 7TER II T. I NO ICOFFERED "CLO 120 -6L.0; o' ICII�R'P'�ET T 11LE I1' I IIItIIITIItIiT1 EJ I -AP 04EV I Ilf 77- IiIIro II60T IIIIIII�A I14 ICLO I4 IiititL 0, INO 12 INEII1,x itItM �i IIIItI N 7 Iq CLCv 20 "ARCH 7VER W52 .7, �ARC04H ICAPFUT n ItI III'/2N titII5 SH W IIitf Iv E t til- -m tIIIlitII4 sIIitIttIVIM ITII17, 7-, I I7'; I f7 IIitITIIIIIISCH=DUL itIitIW 6d's'o 4. Cox IFLYND O_5B I/a. --OR 6.SB' K1. bd's a V,12' O.C. Cox mypo. ifiIIIIIARKAJ_L FRAK NC7 MAY, BE! -OR HEM: 1=[R tI-2 'NAILS MAY BE 601�NON OR WX NAIL -5. IittititI A LNO I`13ATH IItr. *2, TYP tHAIJ- HEADER SHAIJ_ BE 4xio D .,T'U.O.N. IITIIIIitRoo� IIiN E L Np . .... .. ALL'' IfIICC)x PLY ITItitIIItt_f4 THI CK 45 FT..SHTSj "d` 2 tr G'ALL SUPPORTS,' 5: FT., MIN. LENOTH tF N. WTH I 'T., M, OF. 4 1 ENOTH IF APPLIED TO "4t�EMENT PLASTER WITH METAL FASTENED '7/b LATHE a �bo 0 o�v ALL,SUPPORTS HITH APPROVED. iIII'T 5167 I CK HAIZDI�6AI;W I. ... . PANEL SIDINC7 NITH Ibei a 4" �b"�06 IiitIitITP..Ui,-TUIPAL- &RAVE -THERMO,o-PLY II-13RACE,AITHNO .TSTAPLES HITH 46 6A I'IA( 6' 5" boloo. DI5TAPLE5SHALL I"LSTALLED NITH CF;ZON-6 it -15, ATTA6HW. 0'FRAMIN(S'MEMBER,�TOMICH IT NAILINO 9 LL i3RA6EIt) WALL,,pANEL9'fSHALL 13r IIf2d it IIitIIIIIIIIIItiIIttIiIIIIIII4P IIItIIttIIitIitIIIiIIIIitIitTIi01 INOTECINALLS'4411141V�W PL fy rk 7T' IIfIt'I 7 III:7, IIittII&AS REP�6E'� MT� K/ ItIIII ISH ititiIIII^m I ItIII I N' TT i'ZARPET I2, IIIlL6 IIitOK io ';7 r i ItIIS.'C7.D; ittitWo Hm:i, iI- - - - - - - - - - - - -- ..... i;, - IM tn ItIA ie -ft IIIm 7TER II T. I NO ICOFFERED "CLO 120 -6L.0; o' ICII�R'P'�ET T 11LE I1' I IIItIIITIItIiT1 EJ I -AP 04EV I Ilf 77- IiIIro II60T IIIIIII�A I14 ICLO I4 IiititL 0, INO 12 INEII1,x itItM �i IIIItI N 7 Iq CLCv 20 "ARCH 7VER W52 .7, �ARC04H ICAPFUT n ItI III'/2N titII5 SH W IIitf Iv E t til- -m tIIIlitII4 sIIitIttIVIM ITII17, 7-, I I7'; I f7 IIitITIIIIIISCH=DUL itIitIW 6d's'o 4. Cox IFLYND O_5B I/a. --OR 6.SB' K1. bd's a V,12' O.C. Cox mypo. ifiIIIIIARKAJ_L FRAK NC7 MAY, BE! -OR HEM: 1=[R tI-2 'NAILS MAY BE 601�NON OR WX NAIL -5. IittititI A LNO I`13ATH IItr. *2, TYP tHAIJ- HEADER SHAIJ_ BE 4xio D .,T'U.O.N. IITIIIIitRoo� IIiN E L Np . .... .. ALL'' IfIICC)x PLY ITItitIIItt_f4 THI CK 45 FT..SHTSj "d` 2 tr G'ALL SUPPORTS,' 5: FT., MIN. LENOTH tF N. WTH I 'T., M, OF. 4 1 ENOTH IF APPLIED TO "4t�EMENT PLASTER WITH METAL FASTENED '7/b LATHE a �bo 0 o�v ALL,SUPPORTS HITH APPROVED. iIII'T 5167 I CK HAIZDI�6AI;W I. ... . PANEL SIDINC7 NITH Ibei a 4" �b"�06 IiitIitITP..Ui,-TUIPAL- &RAVE -THERMO,o-PLY II-13RACE,AITHNO .TSTAPLES HITH 46 6A I'IA( 6' 5" boloo. DI5TAPLE5SHALL I"LSTALLED NITH CF;ZON-6 it -15, ATTA6HW. 0'FRAMIN(S'MEMBER,�TOMICH IT NAILINO 9 LL i3RA6EIt) WALL,,pANEL9'fSHALL 13r IIf2d FASTENED' 1 "HILT] k I�H' 1511 12-�254 OF 3p FROM PACO MD ACW K&,L L PANEL. 7 -2 P14ASHERS. USE 'SI MPSON" '13P sle� IITiIIIIX IIam I -i9 GL itul IIIIItIitII7 IIitIIfAS -W PT �',VALVE KH. IHAR I4 itIItitTitit0 X iit9 G,L45 ItCONCIRETE IIX7' IIiitII;ARA(M -AND CLO:i FIN `0 -TO �Tr. t3P..' AT I,H Iit't . ... ...... ItIIitt&AP_ 4 itIIittIIittIICIONIEF:?Z fIiI_it !7� 7. P BAYS BE 1'4'-�O ItMIN.! 1�10MANVMAVE �611 Evem BL60r T7 IIT IBAT" IBE'PROVIDED UNDER I NES AW\& BLOCK I NO SHALL 'AND 1N LINE KTH BRACED itIIA i 1� 4 FASTENED' 1 "HILT] k I�H' 1511 12-�254 OF 3p FROM PACO MD ACW K&,L L PANEL. 7 -2 P14ASHERS. USE 'SI MPSON" '13P sle� IITiIIIIX IIam I -i9 GL itul IIIIItIitII7 IIitIIfAS -W PT �',VALVE KH. IHAR I4 itIItitTitit0 X iit9 G,L45 ItCONCIRETE IIX7' IIiitII;ARA(M -AND CLO:i FIN `0 -TO �Tr. t3P..' AT I,H Iit't . ... ...... ItIIitt&AP_ 4 itIIittIIittIICIONIEF:?Z fIiI_it !7� i IV6 STOIVE'15 At UP Tv SSL far--- \ � r ( by4d N _CSE ERAL SPECIFICATIONS I �i SIZE2d' x 1I.r�►. AREA qO() (1DEPTH.3'(Q'_.. TO��t 3'�n/! / SHAPE R_ ,'j PERIMETER 136 - f i TEMPLATE NO. N� CUSTOM - TILE SIZE C� " x TILE COLOR 7-. B. t7 COPING J`f COPING COLOR -^ POOL CAPACITY 35.00 p GALS, . . - PUMP CAPACITY G,,P,M. MOTOR N.P. 1.5 H.P. i FILTER G-_%� j . SO, FT. FILTER RATE G ([ G.P.M. TURNOVER HRS. VACUUM LINE & SKIMMER 2 RETURN LINE 5 ' MAIN DRAIN�A SKIMMER --- MODEL BACKWASH TO o. .2...._...._' OF % FILL LINE a ` ANTI -SYPHON VALVE -. __I._� HEATER PTU C) 'GASLINE BY: 'VENTED BY: LIGHT_ 2- AM 6e j?.c:>i). t V , 4r�� •� CLOCK QV ELECTRIC BY: Dyul�% - ELECTRICAL BONDINQ BY: CWWN E/C r + � Foo ��y.•I POOL CLEANER OL•d 4 B IDGES CHLORINATORA P. t -A 0- 10-- - --- - - OARD SIZE CtOLOR BOARD SUPPORTS- Tile: .- LADDER -Model -- Tile: Y 15 1 1 �� I �1 ! G SLIDE-#�CO3 Ts_Color _0A.hooku E n FENT L� Q 1' 1 tlnok I 1? ROPE RINGS W/ROIPEY& FLOATS cjr'- 2 3 'Z�'� ! i (; GRADING .._. _ DIIRT WALK,_._____, 0- BUTTP TP C'l_ UNI t r ` , a vee • ,' ; '' .. . U� STUB PLUMB a Na TRACTOR SIZE outb- ;, A p,Ifs 0V Ell` • NbRTH 6A7� �` SCALE i/1" — 1' 0� Sx RANMnV001�IsiON-MOf1 RAN APPROM ,I_ Nom ogm S'C LOCA-r/OJ`1 Use: �� Date: LEGEND -^o--•--. POOL SPOTION ft. of O GAB METER —i•...••_.. POOL,R. 4TUANt.....-..ft, of_' ELECT. PANEL _�-•N--•N-.- Bw RP f iNE r ft. of__" . !� GATE VALVES MII:�, LIN .+., ft, of_-.,, M'��,� LIGHT 'Q-• o- SPA''PUCTION ft. of LIGHT JUNCTION .•:_. •«, 8 SPA 't�RN,ft Rf "Is, FI <,f u4X Signaturm - -----1- OAS LI 0 _..ft, 0 IMMER ------- -T- QLICT BUYER: f •f , _1�1AiN = POOL 77 jj ,� r�h'�1��F,�J4+ww.'..'t�'. , R..tQWd,' U. r�litiliyl3.IfSII�lit XO'�IIhL'Rd'� TILE of COPING a AeArn n OTN DECK BY: TREES, ETC. o- PlRMIT OFFICE CONCRETE REMOVAL BY: ., SALES OFFICE C M I C O"AI680 80Nn SAM: + _ _ IJ 1 I t„ COU lV1 'f YOB a fW S1 H11GHT_._ WIDTH.....,. PHONE NO, _...__._....._.__._..____._ MOR. JOB NO. - "' 9 SALESMAN MAP BOOK NO.040-VA0- 03qSWIMMING p4101a LEGAL DESCRIPTION 516 NAME LE � ►�✓ ! 17-T -. ADDRESS #�at:.c;? 0L Y� Girl I C.0 CA q5— LOT N0._ I�iN�'LRv� CROSS STREETS._____ TRACT NO, n RES. PHONE 541-5(8(.--) BUS. BOOK PAGE BLOCK MAILING ADDRESSw See �:p97A/y 56OrIm/A R AP 801641 Use: �� Date: Parking: Landscaping: (� `� I Tu N L �► I� 3 Other. Signaturm N.. •U• - /�. �2l1�►►/�J. 2 'POOL SETBACKS FROM: BUYER: S. I _1�1AiN = POOL TO _�� HOUSE_ DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION. REAR PROPERTY LINE— !.DO SIDE PROPERTY LINE �_:_ BUYER: POOL AREA TO BE FENCED, PER COUNTY j If / m f1 i, � EQUIP. SETBACKS FROM: OR CITY ORDINANCE. (SATES TO BE SELF CLOSING AND SELF LATCHING. 1 __. "' ` '•-` -r L., 6147" ^ �J REAR PROPERTY LINE._._ Q�' 1 BUYER: - _ _. I WET DOWN CONCRETE SHELL AT LEAST _ SIDE PROPERTY LINE !_� TWICE DAILY FOR 7 DAYS. ()\)r-PIr`L,oW LIA/� 1 DO NOT TURN ON POOL LIGHT WHEN POOL REQUIRED FENCE HEIGHT --S • IS EMPTY. DO NOT USE RUBBER HOSE WHEN FILLING POOL AS IT WILL MARK PLASTER. %SILL D1RI- Ll rr— ON �5 (%(= TILE of COPING a AeArn n OTN DECK BY: TREES, ETC. o- PlRMIT OFFICE CONCRETE REMOVAL BY: ., SALES OFFICE C M I C O"AI680 80Nn SAM: + _ _ IJ 1 I t„ COU lV1 'f YOB a fW S1 H11GHT_._ WIDTH.....,. PHONE NO, _...__._....._.__._..____._ MOR. JOB NO. - "' 9 SALESMAN MAP BOOK NO.040-VA0- 03qSWIMMING p4101a LEGAL DESCRIPTION 516 NAME LE � ►�✓ ! 17-T -. ADDRESS #�at:.c;? 0L Y� Girl I C.0 CA q5— LOT N0._ I�iN�'LRv� CROSS STREETS._____ TRACT NO, n RES. PHONE 541-5(8(.--) BUS. BOOK PAGE BLOCK MAILING ADDRESSw See �:p97A/y 56OrIm/A R AP 801641 SCALE NONE GENERAL CONDITIONS I _ lY. FOUNDATION z CONCRETE cy) it 1 THE FOUNDATION DESIGN S BASED ON CITY OF CHICO ALLOWABLE BEARING CAPACITY OF 1200 PSF 1 ALL CONCRETE SHALL CONTAIN A MINIMUM OF 5 SACKS OF CONCRETE PER CUBIC YARD I ALL CONSTRUCTION AND METHODS SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE CALIFORNIA °. m WITH A MAXIMUM SLUMP OF V AND A MAXIMUM WATER/CEMENT RATIO OF 0.5596. CEMENT BUILDING CODE, 2001 EDITION, AS WELL AS ANY APPLICABLE MUNICIPAL, STATE AND FEDERAL REGULATIONS 2 THE FOUNDATION DESIGN ASSUMES STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. a U SHALL CONFORM TO ASTM C-150 AND BE TYPE I OR TYPE II -LOW ALKALL I REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 40 FOR #3 BARS AND SMALLER AND ANY OTHER SOIL CONDITION SUCH AS ORGANIC MATERIALS, CLAY POCKETS OR UNCERTIFIED 2 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS AT THE FILLS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER 2 AGGREGATE SHALL CONFORM TO ASTM C-33. THE MAXIMUM AGGREGATE SIZE FOR FOUNDATIONS JOB SITE PRIOR TO COMMENCING WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR AND MASS CONCRETE SHALL BE 11/0. USE 3/4" MAXIMUM AGGREGATE FOR ALL OTHER CONCRETE INCONSISTENCIES FOUND. a ALL EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO POURING CONCRETE FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED NATIVE SOIL ALL FOOTINGS a ALL CONCRETE WITH A SPECIFIED DESIGN STRENGTH OF 3000 PSI OR HIGHER SHALL BE DESIGNED BY A 3 THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE, AND, UNLESS SPECIFICALLY SHALL EXTEND A MINIMUM OF 12 INCHES BELOW FINISH GRADE ZL2) RECOGNITESTING LABORATORY AND COPIES OF DESIGN SHALL BE SENT TO THE ENGINEER FOR REVIEW. NOTED OTHERWISE, THEY DO NOT SPECIFY METHODS OF CONSTRUCTION. THE CONTRACTOR 0 RESPONSIBLE FOR THE METHOD OF CONSTRUCTION AND SHALL TAKE ALL NECESSARY STEPS 4. ENGINEERED FILL. MAY BE CONSIDERED AS EXISTING GRADE PROVIDED THAT TESTS ARE PERFORMED A FLY ASH SHAJL. CONFORM TO ASTM 0618, CLASS F, FLY ASH SHALL NOT EXCEED 15% OF CEMENT BY WEIGHT. AND PRECAUTIONS TO MAINTAIN THE STABILITY OF THE STRUCTURE AND PROTECT WOR:ERS, TO VERIFY THAT COMPACTION 0 A MINIMUM OF 90% AND A REPORT IS ISSUED TO THE ENGINEER STRUCTURAL SLABS, TOP AND BOTTOM "4" THE PUBLIC, AND OTHER PERSONS DURING CONSTRUCTION. SPECIFIC ITEMS TO BE FILL SHALL NOT CONTAIN ORGANIC MATERIALS, DEBRIS OR OTHER FOREIGN SUBSTANCES. 5. MINIMUM UI TIMATE COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS AT 28 DAYS: CONSIDERED SHALL INCLUDE, BUT NOT LIMITED TO, FORMING, SCAFFOLDING, AND BRACING. U FOOTINGS 2500 PSI & THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL THE ANCHOR BOLTS, STRAPS, SLABS -ON -GRADE 2500 PSI A ALL WORK IS SUBJECT TO THE APPROVAL OF THE LOCAL JURISDICTIONS FIELD INSPECTOR. HOLDOWN ANCHORS AND EMBEDMENTS PRIOR TO PLACEMENT OF CONCRETE ANCHORS SHALL 46 BAR OR LARGER- -- - —2" WIRE -TIED IN PLACE PRIOR TO POURING CONCRETE. 6. CONCRETE :cHRINKAGE AT 28 DAYS SHALL NOT EXCEED 0.055% FOR DRY CURING. 5. ALL ASTM SPECIFICATIONS AND UBC STANDARDS REFERENCED IN THESE DRAWINGS SHALLBE CONCRETE WITHOUT SOILS OR WEATHER EXPOSURE -----3/4" p BE OF THE LATEST REVISION, 7. FINISHED GRADE SHALL SLOPE AWAY FROM ALL FOUNDATIONS AT 296 SLOPE MINIMUM FOR A MINIMUM OF 5 FEET. 7. CURING COMIPOUND SHALL BE SPRAYED ON ALL EXPOSED CONCRETE SURFACES IMMEDIATELY AFTER FINAL 6. CERTAIN TYPES OF WORK ARE REQUIRED TO HAVE SPECIAL INSPECTION PER CHAPTER 18 OF THE CBC. ,. TROWELING. WORK REQUIRING SPECIAL INSPECTION ON THIS PROJECT IS LISTED UNDER THE SPECIAL INSPECTION 8. THE BOTTOM OF ALL FOOTING EXCAVATIONS SHALL BE CLEAN, LEVEL AND FREE OF WATER SECTION. A SPECIAL INSPECTOR QUALIFIED TO PERFORM SUCH INSPECTIONS AND HIRED BY THE OWNER 8. CRACK CONTROL JOINTING FOR CONCRETE SLABS SHALL BE DESIGNED BY THE CONTRACTOR SHALL COPY REPORTS TO THE ENGINEER 9. ALL PIPES, CONDUITS, AND OTHER PENETRATIONS SHALL NOT PASS THROUGH FOOTINGS. JOINTS SH,%I.L OCCUR A MAXIMUM OF 20 FEET ON CENTER CONSTRUCTION JOINTS SHALL BE CLEAN AND WET PRIOR TO SECOND POUR 7. IN THE EVENT THAT CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS S ALL REINFORCING BARS SHALL BE ACCURATELY SECURED IN PLACE PRIOR TO POURING CONCRETE OR CALLED FOR IN THE NOTES OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE SIWLAR 9. VIBRATE CONCRETE AROUND ALL REBAR, ANCHOR BOLTS AND SURFACES. TO CONDITIONS THAT ARE SHOWN AND SHALL BE REVIEWED BY THE ENGINEER CST STRUCTURAL STEEL 10. STEEL REBAR OR WIRE MESH IN SLABS SHALL BE LOCATED AND AT SLAB CENTERLINE a THE ENGINEER IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THESE PLANS ONLY. ANY CHANGES MADE TO THE PLANS OR CALCULATIONS SHALL BE APPROVED BY THE ENGINEER IF ANY r4 CHANGES ARE MADE WITHOUT THE ENGINEERS APPROVAL THE ENGINEER WILL ASSUME I STRUCTURAL SIVE FABRICATION AND ERECTION SHALL CONFORM TO AISC SPECIFICATIONS�� O NO RESPONSIBILITY FOR ANY ELEMENT OF SYSTEM OF THE STRUCTURE AND CODE OF STANDARD PRACTICE 9. ALL WATERPROOFING AND FLASHING IS THE RESPONSIBILITY OF THE ARCHITECT, CONTRACTOR, Ulm2 CST AND OWNER. Oki tiff r AN. GR • �_,4 a �� ' �7M1 _ I I- � #4 CONT.— I & B. EDGE OF SLAB CONDITION 6" MAX PSEE PLAN FOR WHERE NOTES: I SLAB ON GRADE SHALL BE PLACED ON PREPARED SUBGRADE PER GENERAL NOTES ON SHT. S1 2. CONSTRUCTION OR CONTROL JOINTS SHALL BE PLACED 29-To.c. MAX lrr ekLl SCALE 1" = t -U' [121 d s "!f I I—III �� --� —II'-I�II�II�II� III ,F�I STEP IN SLAB DETAIL b b 4_11 17/1701j #3 DOWEL 0 18"ba SLAB & CURB DETAIL #4 x 3 -MG. SMOOTH DOWEL BAR 0 &-Ybr. ROOF TRUSSES BY OTHERS T.O. BM. C/ BEAM SEE PLAN r SIMPSON GLT HANGER SIMPSON CC06 WELDED TO PIPE w/ 3/16" FILLET ALL AREOUND E PIPE COLUMN SEE PLAN ROUGH SURFACE 1/4" AMPLITUDE SLAB ON GRADE SEE PLAN-----, PROVIDE LETTER OF CERTIFICATION FROM AN APPROVED FABRICATOR'S SHOP VERIFYING ADEQUACY OF WELDS. SPECIAL INSPECTION IN ACCORDANCE WITH UBC CHAPTER 17 MAY BE REQUIRED IF DETERMINED NECESSARY By THE BUTTE COUNTY BUILDING INSPECTOR. GENERALSTRUCTURALNOTES 24'- " Y-0" Gov Gov � I 6 x 18 DOUG FIR No. 1 \> S1 I 4" CONCRETE SLAB ON GRADE TYP � ROOF OUTLINE RBNF WEDLED WIRE FABRIC/ �— ABOVE I AT CENTER OF SLAB --\ SEE DETAIL VS1 i \ I 0= CE CE Y 0 I c� —fi•°-° ES— --- oG/NROOF ------------- --OT—H—R— rt — I � I x / � I ac o v I _ lY. f z -' cy) it F a z (,_ 1 (y) a[; Q o 01 Z o y5k CONCRETE REINFORCING STEEL °. m — 0 6 W°o W j a U I REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 40 FOR #3 BARS AND SMALLER AND 3 W z _ v GRADE 60 FOR LARGER BARS. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A-706, 7� WELDED PERAWS D14, LATEST ADDITION. 2 REINFORCING STEEL COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND DCPOSED TO SOIL -----T STRUCTURAL SLABS, TOP AND BOTTOM "4" FORMEID CONCRETE EXPOSED TO EARTH OR WEATHER U 45 BAR AND SMALLER -1 1/2" 46 BAR OR LARGER- -- - —2" CONCRETE WITHOUT SOILS OR WEATHER EXPOSURE -----3/4" p a ALL REINFORCING BAR BENDS SHALL BE MADE COLD. #5 AND LARGER BARS SHALL NOT BE RE-BENT. ,. 4, REINFORCING BARS SHALL BE SPLICED AS SHOWN ON DRAWINGS. S ALL REINFORCING BARS SHALL BE ACCURATELY SECURED IN PLACE PRIOR TO POURING CONCRETE 0 CST STRUCTURAL STEEL r4 I STRUCTURAL SIVE FABRICATION AND ERECTION SHALL CONFORM TO AISC SPECIFICATIONS�� O AND CODE OF STANDARD PRACTICE Ulm2 CST STRUCTURAL STEEL SHALL CONFORM TO ASTM A36/A572 Fy = 50 KSI FOR W -SHAPES, M -SHAPES, HP -SHAPES, CHANNELS, AND STRUCTURAL TEES. Fy = 36 KSI FOR PLATES AND ANGLES, UNLESS NOTED OTHERWISE, PIPE COLUMNS SHALL CONFORM TO ASTM A53, TYPE 13° GRADE 'S, rt L() rd `-~ AND TUBE STEEL SHALL CONFORM TO ASTM A500, GRADE '8': 0 a HIGH STRENG-TH BOLTS SHALL CONFORM TO ASTM A-325 AND MACHINE BOLTS SHALL CONFORM " ` v C TO ASTM A -M7, GRADE "A". 0 Tj 4, THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP AND ERECTION DRAWINGS OF ALLc %44STEEL FOR THE ENGINEERS REVIEW PRIOR TO FABRICATION. .,+ , v & ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS PER THE AMERICAN WELDING SOCIETY, v STRUCTURAL D1 LATEST EDITION. ALL WELDING ELECTRODES SHALL BE E70XX OR SHIELDED WIRES WITH Fy > 70 KSI Tin • *� 0 .-. 6. ALL STRUCTLI AL. STEEL EXCEPT WHERE ENCASED IN CONCRETE, SHALL BE PAINTED, Cn UNLESS NOTED OTHERWISE GENERALSTRUCTURALNOTES 24'- " Y-0" Gov Gov � I 6 x 18 DOUG FIR No. 1 \> S1 I 4" CONCRETE SLAB ON GRADE TYP � ROOF OUTLINE RBNF WEDLED WIRE FABRIC/ �— ABOVE I AT CENTER OF SLAB --\ SEE DETAIL VS1 i \ I 0= CE CE Y 0 I c� —fi•°-° ES— --- oG/NROOF ------------- --OT—H—R— rt — I � I x / � I ac o v c� N z cy) it F a z (,_ 1 (y) a[; Q o 01 Z o x m — 0 6 W°o W j a U CIA O Q 3 W z _ v a �IWiiiiE1!act•7W"iiiR3w...w✓;r .+W..rii s+: r�r+rrrrrr+a ..l...M•+.'•rrrr O v —y, ;n.';' 4— YY J 141^JYI t5. G g 7 Mfj. Y`,ht. O .-. NtF ja i B�n '�,�keae T.O. SLAB \ J Y FlN. �. �� PROVM GR zo APButte County e I Heafth 1 V2" x 3 1/2" I �6 x 18 DOUG FIR No. 1 �I x 12" LG. KEY �� tri 3'-0"oa3" CLR '- I Signature CONSTRUCTION JOINT DETAIL (O 1/2"0 THR'D. ROD 1/4 WIDE x Y' DP. x 8" LG. THRU PIPE TOOL JOINT w/ NUTS, TYP. OF 3 3 i v i a lip, } ry �st„t 2'-0" DIA. CONC. CASSION5'2 �+V�,� s , t �n =tEt $ w/ 4 - #6 VERTS & r is rs�,11— �f;,. :.:�"� .�,� , .,t . g - #3 TIES 12'oC �� C0UIII Z j =1 I I I I� I I I I T=1 11=► ► UILOING 01VII0,6, APppOVED a3— c cd CONTROL JOINT DETAIL �, : Z Z WcKa SLAB ON GRADE DETAILS SCALE 3/4" = 1-0" [161 SECTION ' SCALE 1M _ 1'-0~ [481 FOUNDATION & FRAMING PLAN - GAZEBO C F, Ll-L- <<� ir nvv_vvii i nw LUMBI R CO. INC. Quality Truss Design • Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 0 (800) 678-0112 Fax (530) 893 -0140 E -Mail: trusses@longfellowlumber.com r� Customer: LES WITT Address: 20 PHENDIX CHICO,CA AP#: C -20E (Rev. 3/03) Job No: GAZEBO ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION *Center Failure to Follow Could Cause Property 13/; plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. J� and securely seat. diagonal or X -bracing, is always required. See BCSII. 0 t/fQ, 2. Never exceed the design loading shown and never 1 2 3 TOP CHORDS 0-2 c2-3 4 stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and 0 all other interested parties. ��' For 4 x 2 orientation, locate ;WES2, p 4. Cut members to bear tightly against each other. plates 0-1/ P from outside edge of truss. n U O a_ 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint C7-8 O locations are regulated by ANSI/TPI I I. BOTTOM CHORDS *This symbol indicates the required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII. Plate location details available in MITek 20/20 7. Unless otherwise noted, moisture content of lumber software or upon request. shall not exceed 19% at time of fabrication. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber. The first dimension is the width CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is a non-structural consideration and is the 4 x 4 perpendicular to slots. Second responsibility of truss fabricator. General practice is to dimension is the length parallel camber for dead load deflection. to slots. 10. Plate type, size, orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20 1, 96-67, 84-32 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, Indicates location where bearings or less, if no ceiling is installed, unless otherwise noted. (supports) occur. Icons vary but reaction section indicates joint 14. Connections not shown are the responsibility of others. a number where bearings occur. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. Industry Standards:16. MiTek® Install and load vertically unless indicated otherwise. ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. • BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 0 2004 MiTek® SNAPS^ olnry CROS' SECTION C -C RIDGE HIP .RAFTERS C COMMON TRUSSES 1-1076: SEE ENGINEERING for RAFrEv 7ACK ANDTRUSS Df5(6NS, LATERAL STAN! -!Ty of Roof SYSTEM To 9E PROvIDEo ray PRO.TLlGT ml6uER, SHAPED BLOCK CROSS BLOCK PLAN VIEW "C ALTERNATE DETAIL: WHEN HIP RAFTERS DO NOT MEET 8 COMMON TRUSS. 5uPFvzrr-(W0e0 6( vgtEPS) O 5� 7 o,E (M4011 �/-- TOP CHORD JACK EXTENSION END JACK . u \\ SETBACK COMMON TRUSSES HIP TRUSSES SECTION 8-8 EllWD -2359 CALIFORNIA HIP UlTek Induatrlos, Inc. 6-20-91 REL/. 7/10/9 Z TOP CHORD BRACING PER ENGINEERING SPECIFICATIONS. el �G1�R7c+o�P�ti7cv� rS(aTEt�)@�� o.c. Cruex.) TOP CHORD JACK -EXTENSIONS HIP /2' H v SECTION A -A -5Z�pt��'j"S mi,.) F+n.7a 5 & Y2AFTrQs "v02T CK Job Truss Is Type Qty Ply GAZEBO PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.80 R1548373 WITT0302 Al CAL HIP 2 1 BC 0.81 _ 10-12 >635 180 BCLL 0.0 Rep Stress Incr Job Reference (optional) i .. � ww, �.a. aoaco-rgaq, VVA o.vvv s JUn I r ZUU4 MI I eK Inaustnes, Inc. vvea Mar 02 14:28:53 2005 Page 1 -2-0-0 5-6-1 61045 9-7-15 I 14-4-1 I 18-1.1 145-05 5 24-0-0 I 2 2-0-0 5-6.1 0-4-14 3.9-0 4-8-3 3-9-0 0-4-14 5-61 2-0.0 Scale = 1:46.9 4x6 i 3x4 = 3x8 = 4x6-- 5.00 F,2 3 3x4 = 3x4 = 5x8 W B = 1.5x4 11 3x4 = 5-61 9.7-15 14-4-1 16515 24-0-0 58.1 4-1-14 4-63 4-1-14 5-61 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.80 Vert(LL) -0.18 12 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.45 10-12 >635 180 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.13 7 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 102 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&BtrG TOP CHORD Sheathed or 2-8-2 oc purfins, except BOT CHORD 2 X 4 DF No. 1&Btr G 2-0-0 oc purlins (2-5-10 max.): 3-6. WEBS 2 X 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=1832/0-3-8,7=1832/0-3-8 Max Horz2=-4(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23, 2-3=3876/0, 3-4=3542/0, 4-14=4731/0, 5-14=-4731/0, 5-6=3542/0, 6-7=3876/0, 7-8=0/23 BOT CHORD 2-13=0/3592, 13-15=0/4731, 12-15=0/4731, 11-12=0/4731, 10-11=0/4731, 10-16=0/4731, 9-16=0/4731, 7-9=0/3592 WEBS 3-13=0/854, 4-13=1393/0, 4-12=0/289, 5-12=-48/48, 5-10=0/289, 5-9=1393/0, 6-9=0/854 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 15.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 27 It by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If .porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Girder carries hip end with 6-0-0 end setback. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. 8) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 279.Olb down at 18-4-3, and 279.01b down at 5-7-13 on top chord. The design/selection of such special connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=62, 3-6=119, 6-8— 62, 2-7=27(F=13) Concentrated Loads (lb) Vert 3=279 6=279 March 3,2005 0 WARNM - Ter(Al design parameters and READ ROTES ON TMS AND rNCl,UDED MrPF.Ir REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane __1110 Design valid for use only with Weir connectors. This design is based only upon parameters shown, and'e for an individual building component.Suite 109 gshown Applicability of design paromenters and proper Incorporation of component B responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 9!5610rj!r is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erecta. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding j�ek fatxicat[on, quality control, storage, delivery, erection and bracing, consuB ANSI/TPII Quality Cdfeda, DSB-89 and BCSII Building Component M, ,0 Safety Information available from Tens Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. 14.000 s Jun 17 2004 MiTek Industries, Inc. Wed Mar 02 14:28:56 2005 Pagel _ -2-0-0 I 781 _ 7-10-15 12-0-0 I 16-1-1 145-115 24-0-0 I 26-0-0 2-0-0 781 0-4-14 4-1-1 4-1-1 04-14 781 2-0-0 Scale = 1:46.9 4x6 3x4 = 4x6 3x4 = 44 = 3x4 = 781 Truss Truss Type Oty Ply GAZEBO LJob WITT0302 A2 CAL HIP 2 1 R1548373 [9.0-3-0 Edge] LOADING (psf) SPACING 2-0-0 Job Reference o tional 14.000 s Jun 17 2004 MiTek Industries, Inc. Wed Mar 02 14:28:56 2005 Pagel _ -2-0-0 I 781 _ 7-10-15 12-0-0 I 16-1-1 145-115 24-0-0 I 26-0-0 2-0-0 781 0-4-14 4-1-1 4-1-1 04-14 781 2-0-0 Scale = 1:46.9 4x6 3x4 = 4x6 3x4 = 44 = 3x4 = 781 145-15 2480 781 8.11-15 7-8.1 Plate Offsets (X,1): [2:0-4-2,0-1-8] f3:0-2-12,0-2-01, [5:0-2-12,0-2-01, [6:0-4-2,0-1-81, [9.0-3-0 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.15 8-10 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.28 B-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(TL) 0.08 6 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) Weight 96 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.18BtrG TOP CHORD Sheathed or 3-8-5 oc purlins, except BOT CHORD 2 X 4 DF No.18BtrG 2-0-0 oc purlins (4-2-1 max.): 3-5. WEBS . 2 X 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 6=1365/0-3-8.2=136510-3-8 Max Horz2=6(load case 4) FORCES (lb) - Maximum Compressioln[Maximum Tension TOP CHORD 1-2=0/46, 2-3=2669/0, 3-11=-2377/0, 4-11=2377/0, 4-12=2377/0, 5-12=2377/0, 5-6=2669/0, 6-7=0/46 BOT CHORD 2-10=0/2393,9-10=0/2681,8-9=0/2681,6-8=0/2393 WEBS 3-10=0/398, 4-10=-489/0,4-8=-489/0, 5-8=0/398 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 15.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 27 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage m prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Girder carries tie-in spans of 1-0-0 from front girder and 5-0-0 from back girder. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 175.71b down at 16-0-0, an, 175.71b down at B-0-0 on top chord. The designtselection of such special connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=62, 3-11=-62, 5-12=-62, 5-7=-62, 2-6-14 Concentrated Loads (lb) Vert 11=176 12=176 Trapezoidal Loads (plf) Vert 11=77 -to -4=124, 4=124 -to -12=77 March 3,2005 0 WARNING - Ver(y design parameters and READ NOTES ON THIS AND DICI.IIDED IpTm REFERENCE PACS 81If-7473 BEFORE USE. 7777 Greenback Lane r_tp Design valid far me only with MhTek connectors. This design based only upon parameters shown, and 4 for an individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95610 Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure Is the responsibify of the building designer. For general guidance regarding in fabrication, quardy control, storage, delivery, erection and bracing, consult ANSI/T%1 Quality Criteria, DSB-89 and 8CSI1 Building Component j� • Safety Information available from Truss Plate Institute, 563 D'OnoMo Drive. Madison. WI 53719. M, F, ft. Job Truss Truss Type Qty Ply GAZEBO Udefl Ud PLATES GRIP TOLL 16.0 Plates Increase 1.25 R154837 WITT0302 A3 HOWE 3 1 MT20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.22 Job Reference o tonal Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434, GDA �1 6.000 s Jun 17 2004 MITek Industries, Inc. Wed Mar 02 14:28:59 2005 Page 1 -2.0-0 6-3-14 12-0-0 17-8-2 24-0-0 26-0-0 2-0-0 6-3-14 5-8-2 5-8-2 6-3-14 2-0-0 Scale = 1:45.4 4x4 = 3x4 = 3x4 = 3x4 = 8-2-10 15-96 24-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TOLL 16.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.11 8-10 >999 240 MT20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.22 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.04 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 99 lb LUMBER TOP CHORD 2 X 4 DF No.18BtrG BOT CHORD 2 X 4 DF No.18Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1034/0-3-8,6=1034/0-3-8 Max Horz2=8(load case 4) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23,2-3=165210.3-4=1429/0,4-5=1429/0,5-6=1652/0,6-7=0/23 BOT CHORD 2-10=0/1517,9-10=0/1041,8-9=0/1041,6-8=0/1517 WEBS 3-10=331/0,4-10=0/483,4-8=0/483,5-8=331/0 BRACING TOP CHORD Sheathed or 4-10-5 oo purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind bads generated by 75 mph winds at 25 ft above ground level, using 15.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 27 it by 24 it with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard VapFESS/pN ONG rn 9919 JMVY- . e �.� I$ March 3,2005 A WARN= - Verth design parameters and READ NOTES ON TffiS AND INCLUDED Lr17'EH REFERENCE PAGE AM -7473 BEFORE USE. i7777 Greenback Lane --10 Design valid for use only with MiTek connectors. This design's based only upon parameters shown, and is for an individual building component. Suite 109 Appcability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown CiCitrus Heights, CA, 95810 li h for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consul ANSI/rill Quality Crleda, DSB-89 and SCS" Building Component M iTek� Safety Infmmal— available from Truss Plate Institute. 583 D'Onofrio Drive, Modison, WI 53719. STRUCTURAL CALCULATIONS Witt Residence Gazebo Chico, CA Job Number: 05-034 March 8, 2005 QRpFESS/pNq .,\ O �O G S �\ OSP �` fit^ w No. 58201 r ri * EXP. 06-30-06 sj. CIVIL �P,,. CF CALIF��; ut Goin r2lgl�t' Russell Gallaway Associates 7 sierra Nevada Court Chico, California 95928 (530) 342-0302 fax 342-1882 www.rga-chico.com COMPANY WoodWorkso SOFTWARE FOR WOOD DFS/ON Design Check Calculation Sheet Sizer 2002 LOADS: ( lbs, psf, or plf ) PROJECT Les Witt Gazebo Job No. o5 -v3`( Main Girder Load Type Distribution. Magnitude Location (ft] Pattern Shear 2400 Total Start End Start End Load? Loadl Dead Full Area 15.00(12.00)* Length No Load2 Live I Full Area 16.00(12.00)* = L/360 Yes --rriDucary wiacn trc) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 25' Dead 2250 Value 2250 Live 2400 Shear 2400 Total 4650 = 85 4650 Bearing: fb = 1174 Fb' Length 1.4 Live Defl'n 1.4 Timber -soft, D.Fir-L, No. 1, 5-1/2x18" Lateral support: top= at supports, bottom= at supports; Load combinations: ICC -IBC; I WARNING: this CUSTOM SIZE is not in the database. Refer to online help. I I SECTION vs. DESIGN CODE NDS -1997: ( stress=psi, and In) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 62 Fv' = 85 fv/Fv' = 0.73 Bending (+) fb = 1174 Fb' = 1211 fb/Fb' = 0.97 Live Defl'n 0.39 = L/760 0.83 = L/360 0.47 Total Defl'n 0.95 = L/315 1.67 = L/180 0.57 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1350 1.00 1.00 1.00 0.939 0.96 1.000 1.00 1.00 2 Fv' = 85 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Custom duration factor for Snow load = 1.00 Bending(+): LC# 2 = D+L, M = 29063 lbs -ft Shear : LC# 2 = D+L, V = 4650, V@d = 4092 lbs Deflection: LC# 2 = D+L EI=4276.73e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, —=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. from the design desk of.... JOB SEs VATT 6f x:99 0 JOB NO. U 5- 034 DATE -311105 CALCULATION OF LUTE rz A L 41,'Q L `K"?� s PAGE NO. ENGINEER T3C W(N� fZ ' u = S' '/ i�.�4) 664 165 l f LoAo �� C O r�--( l l t) S�tsM►� SE(S(` c LcAD TC, CUL WIND C0NT-fz�uc..5 NOMFNT C 5A5C _ #00)' 6,66 -F-t-k Z Fy = 0, Gu F� _ 0,66 (36 ks�) = Z3, 8 GcsU IZ, S cis,; < F, Les Witt Gazebo BC Caisson Design Inputs: Caisson diameter (b) = 2 ft Height to applied load (h) = loft Lateral Load (P) = 334 lbs Passive Pressure = 300 pcf Generated moment = 3.3 k -ft Calculations: Per UBC Section1806.8.2 A= 1.01 ft S1= 386 psf S3= 861 psf Required Minimum Depth (d): Nonconstrained (ft) = 3.9 Constrained (ft) = 2.9 . W ©W* Russell, Callaway Associates 3 Job No. os- o3 -i 3/9/2005 Structural Engineering