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Home My WebLink About030-132-006RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 , COPY of Document Recorded 22 -Kar -2004 2004-0015642 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. THE HAWES REVOCABLE LIVING TRUST REAL PROPERTY OWNERILESSOR P.O. BOX 5333 MAILING ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP 123212 TH STREET INSTALLATION MAILING ADDRESS, IF DIFFERENT THERMALITO BUTTE CA 95966 CITY COUNTY STATE ZIP ROLAND G. HAWES AND DORIS MAY HAWES UNIT OWNER (if also property owner, write "SAME") P.O. BOX 5333 MAILING ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZEP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY [ZK4ii ►INN0:3 a19L,FA 0, MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 0-13 6 530 538-7541 B PERMIT TELEPHONEER SIGN OF LOCAL AGEN FFICIAL DATE EXECUTIVE HOMES DEALER NAME (if not a dealer sale, write "NONE") 92081 DEALER LICENSE NO. FLEETWOOD 1978 Unknown MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 121333AJB 48 x 26 CAL096657/3 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNWLABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER AT # 030-132-006 SEE ATTACHED T Tnn-1 1 A I I/ A N n av 0inr m LEGAL DESCRIPTION A.P.# 030-132-006 All that certain real property situate in the County of Butte, State of California, described as follows: LOT 4, OF BLOCK 98, OF THERMALITO, ACCORDING TO THE OFFICIAL MAP THEREOF RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, JUNE 8, 1887. SAID LOT 4, BLOCK 98. TOGETHER WITH ALL THAT PORTION OF 11TH STREET NOW ABANDONED LYING EASTERLY OF AND ADJACENT TO THE ABOVE DESCRIBED PARCEL AS DESCRIBED IN THE RESOULTION RECORDED MAY 3,1955, IN BOOK 1 OF ROAD BOOKS, AT PAGE 218 OF OFFICIAL RECORDS. n i 7 7i Vii' *e d�}ix'�1/� . $ �R� > a K:� �Yi ca" S .( b�� t n9f��5 a'L !4�t�+AW �� : x -� VAN ��TI�N�SYS'I'E.� 1 5,111 CE k Kxm�I ¢IC�TEOFys(UA ��k J��,[�a}� . P'kl - ]�, =Y 3 .... t+'�'a'= ! i` i^`. 7"'A'� ' . S *z ?h� �'� .`r?'1".. . ` ' ...w' ,.t' F sr: .." t';;•;.'Y- r`: BUILDING PERMIT.NUMBER:'03-1376 Address or location'of unit: 1232,12" STREET, THERMALITO CA 9.5969 Legal Description of. Real Property: AP # 030-132=006 SEE ATTACHED (x),Mobilehome/Manufactured. Home OCommercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health ai4 Safety Code Section 18551. Owner's name: ROLAND G. HAWES AND DORIS MAYHAWES Owner's address: P.O. BOX 5333, OROVILLE CA 95966 INSIGNIA OR HUD NUMBER: CAL096657/3 SERIAL NUMBER OR V.I.N.: 121333A/B MANUFACTURER'S;NAME: FLEETWOOD :1978 OFFICIAL APPROVING INSTAL LATI —= n , DATE: PHONE: (530) 538-7541 H.C.D: 513C �w 1p • VC5v D's y -nE I PCI t, tA SITE PLAN REVIEW APPLICATION •i Date: AP# rS © ^ 1 3 Permit Number (if applicable) D APPLICANT INFORMATION Parcel Size: 2 ` 5 A C_ OwnersName: Owners Address: P 0 Q 0 x 3S'�> OP, -,2v 9 LLCS CA 615 9 iy p Shy-`»�2 09) - 6 �, Telephone No.: Situs Address: V`2-TH ST - Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ® Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel El Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date C Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: 0-) 9(� 'C� Index Date: -6—$—C) � ❑ 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 50 6, L - Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area - Road ® Thermalito Drainage Area ® Thermalito Urban Area Other -------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By IM Deeds: Date of Creation: )-8- Legal Access Provided: ❑ No EYes Deed of Reference: 3 �') — AD-<> Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ® Yes, Road Name: i 2T)4 i Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: is Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. 0 ' Page 4 of 5 r Ta ❑ Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy DocumentABuilding Permit Site Plan Reviewl.doc P Page 5 of 5 , STATE OF CALIFORNIA -DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT CERTIFICATE OF TITLE_,MOBILEHOME DECALNO. ABC669' MANUFACTURER NAME/ID TRADE NAME MODEL DOM DOT DFS SPC EXPIRATION NWIND 00/00/78 04/17/78 AD.Q 04/30/92 RY-78 U SERIAL NUMBER LABEL/INSIGNIA NUMBER WEIGHT LENGTH WIDTH ISSUEDSCCC EXEMPT E II � 1213338 CAL096657 000000 000579 000151 05/13/91 04 S�� I� 2 121333A CAL096653 000000 000579 000151 :3 TOTAL a FEES s PAID: 6 $3.00 A TAYLOR RUSSELL D/ D REGINA A JTRS o 1669 LETA LN R OROVILLE CA 95965 E S S E R TAYLOR.RUSSELL D/ ^ E REGINA A JTRS . G M a I A 1669 LETA LN SI T L E OR LLE k Ci X95965 R E 1. D RELEA;SEF •REGI RED OWNER 0 S' 1669 LETA LN W I N T E U 'OROVILLE CA 95965,, '---- — ac �.... _....... L ✓�_ a E L 0 i �< W„ N a E 2.A) R RELEASE OF LEGAL � W ER B) RETENTION OF LEGAL OWNER J U F N I I R O S R T L I E N S H E 0 C L O D N E D R. 3. RELEASE OF DEALER 9F3E NEW REGI,�SyyTERECCD OWNER, FILL IN ITEMS 4 - 9.** 4. A') �r"�+ �G � � i2 Gt s AND 40 _ s NAME - PLEASE PRINT CURRENT MAILING ADDRESS e All CITY.,' CNTY ST ZIP 6. FUTUREC'MAIL3NG ADDRESS 40v' c� g� CST ZIP Z, 5/1 PCE DAT E VM GISTEYtED OWNERSIGNATURE ER, FILL IN X,,j, X10 - 12 NAME - 12. E° CITY CNTY ST ZIP C ) 3HEdE NEW IST JR LIEN ER.? FILL IN ITEMS 13 - 15 iFiEiE ASSIGNMENT OF <Lr=-G-AAll WNER 13. , DAME - PLEASE PRINT .r14 . ADDRESS 15. CITY CNTY ST ZIP 3E3E• NEW 2ND JR. LIENHOLDER, FILL IN ITEMS 16 - IS *** 16. NAME - PLEASE PRINT' 17. A ADDRESS 18. CITY CNTY ST ZIP IMPORTANT 01-128-0: THIS CERTIFICATE OF TITLE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT TITLE.STATUS OF THE UNIT MAY BE.CONFIRMED THROUGH THE DEPARTMENT. 0100113 • — FILE No.721 03/17 '04 AM 10:08 ID:EXECUTIVE HOMES FAX:530 891 8753 NOTE 01: UAI.IFORNIA Ol1QIN1!99,'I'IIANCI'1 tlt'rA'I'IUN AND IIU1191Nt1 AUENCV 111.:1'Alt'I'MI',N'1't)1� 110UNINII ANI) COMMUNITY 1MVPLOPMENT M V I9+t )N 1)P O )L):9 ANL) STA N UA R I,)N 11V1119'IVATION AND ITITINU 1'1 OURAM STA'I'11 WN I UIQ FACUS PAGE 2 Ihi9 unit i9 n; �Mobilchintce. ❑' (:(uulnctt;ial Cvach. �. (hloutiug ll.unte. � I•ruck C:nugicr I)ecu) (Licm9c) N(•.(9) 'fntdeN;+ate. Sc-inl.Nu.(s) A�3e�ri,9 WAPNd r;;k1333Ala I/We, the uudemigpictl, hereby stntc; The above described unit has been placed ort art approved foundation system in accordance with 18551A of the health and 5afely Code. IMP further agtce to indelltnil'y nrtd save harmless the Dilnctor of I Iuusing lull Community Dcveloluncnl, State of C:alifornin, and subse(rrent purclu cls of milt unit, far' ncty lugs they luny sutler resulting lium jr.gistnttion of 'thc above-described unit iu (:rt IRmlin, or filum imumlco of a (..alifottlil► ecllilicatc of title covering the stun. 1/We certify under pennh.y ufpctjury thot. the f(nrgoins is true lull colircl.. Executed ons " U`t m _.--- ZC�`G (Unte) (CRY) '--- ' (Stale) Signotre(B) U - 3042 Esplattsde- Addre9,9 City 11(3) 4MAP (ILLV 12/10) Chico frilled luuttce(R) Susan Platz. Executive Homes CA -...... ....... --- _ ._..----- Stllle _. &/0?/03 13:44 BIDWELL TITLE 4 530 891 8753 NO.059 P002 FOR 00 CONSIDERATION, ROLAND G. HAWES and DORIS MAY HARES, his wife, as community property, hereby GRANTS to ROLAND HAWES and DORIS HAWES, Trustees of THE HAWES REVOCABLE LIVING TRUST OF 1990 for the benefit of ROLAND HAWES and DORIS HAWES to the following described real property in the County of Butte , State Of California: Lot 4, of Block 95 0l THBRMALITO, according to the Official yap thereof recorded in the Office of the Recorder of the County of Butte, State Of California, JUne 6, 1887. said Lot 4, Block 98, TOGETHER WITH all that portion of 11th Street now abandoned lying Easterly or and adjacent to the above described parcel as described in the Resolution recorded May 3, 1955, in Book 1 of Road Books, at page 219 of official reeords. A.P. No: 30-13-2-006 Dated: le- Z& :LJ C8 Quitz M JMV/KRWZS State of California ) county of Alameda ) as. ^n this the ZVOday of Omn.6di 1941, before me, the undersigns d Notary Aub c, personally appeared ROLAND G. HAWES and DOR;B MAY HAWW, psreonally'known to me or proved to to on the basis of satisfactory Ovid*"** to be the persons chose memes thatrtheybexecuutedttheyesamenin their authorent izedccapacity, and that by their signatures on the inr.;rument the persons, or the entity upon behalf of which the person* acted, executed the instrument. ficial 1. IAtiMSA 96 GAYL91D �mun�,.ue•auo.� lannWaaAs f,�as otary Publ C TIM >rORE80IlIQ GRAH'i' " ` EXCLUDED FROM :C:,PPRAISAL AS A TRUST TRANSFER PORMOAHT TO SECTION 92 OF TBE RAVLNUE AND TAXATION CODE. END OF DOCUMENT 91-50412 I 91-04"" 1 Reo Fee 5.00 Recording Requested B of R I Check 5.00 Law offices Dan Grimmer, Inc, OfficialrReohrds 1 And When Recorded Mail to: County of 1 Mr. and Mrs. Roland Hawes Butte 5339 Yarmouth court Newark, CA 94560 1 Candace J. Grubbs 1 Mail Tax Statements to: Recorder 1 etOZRe 6•Dea-91 1 Same as above CO 1 Documentary Transfer Tax $ None There is no tax due on this document. This in a transfer to a living trust by its trustor(s). No Consideration was paid, Grantor is the beneficiary of the trust. TRUST TRANSFER SLED FOR 00 CONSIDERATION, ROLAND G. HAWES and DORIS MAY HARES, his wife, as community property, hereby GRANTS to ROLAND HAWES and DORIS HAWES, Trustees of THE HAWES REVOCABLE LIVING TRUST OF 1990 for the benefit of ROLAND HAWES and DORIS HAWES to the following described real property in the County of Butte , State Of California: Lot 4, of Block 95 0l THBRMALITO, according to the Official yap thereof recorded in the Office of the Recorder of the County of Butte, State Of California, JUne 6, 1887. said Lot 4, Block 98, TOGETHER WITH all that portion of 11th Street now abandoned lying Easterly or and adjacent to the above described parcel as described in the Resolution recorded May 3, 1955, in Book 1 of Road Books, at page 219 of official reeords. A.P. No: 30-13-2-006 Dated: le- Z& :LJ C8 Quitz M JMV/KRWZS State of California ) county of Alameda ) as. ^n this the ZVOday of Omn.6di 1941, before me, the undersigns d Notary Aub c, personally appeared ROLAND G. HAWES and DOR;B MAY HAWW, psreonally'known to me or proved to to on the basis of satisfactory Ovid*"** to be the persons chose memes thatrtheybexecuutedttheyesamenin their authorent izedccapacity, and that by their signatures on the inr.;rument the persons, or the entity upon behalf of which the person* acted, executed the instrument. ficial 1. IAtiMSA 96 GAYL91D �mun�,.ue•auo.� lannWaaAs f,�as otary Publ C TIM >rORE80IlIQ GRAH'i' " ` EXCLUDED FROM :C:,PPRAISAL AS A TRUST TRANSFER PORMOAHT TO SECTION 92 OF TBE RAVLNUE AND TAXATION CODE. END OF DOCUMENT AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUELDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgement 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 following: Lot 4, of Block 98 of THERMALITO, according to the Official Map thereof recorded in the Office of the Recorder of the County of Butte, State of California, June 8, 1887. said Lot 4, Block 98, TOGETHER WITH all that portion of 11`" Street now abandoned lying Easterly of and adjacent to the above described parcel as described in the Resolution recorded May 3, 1955, in Book 1 of Road Books, at page 218 of records. Date �//� C' // 3 PROPERTY OWNERS: State of California County of Butte On / O 0-3 before me, personally appeared/moo- knll l x-YCG�iti�1.0 peFssaa evwa e me (er proved tome on the basis of satisfactory evidence) to be thqtjerso s) whose ame s)©►are subscribed to the within instrument and acknowledged to me thal�Oshe/they executed the same in 407her/their authorized aci ies) and that b}4i 'her/their(si ature s) on the instrument, the(ierson ) or the entity upon behalf of which the erso s) acted, executed the instrument. WITNESS my hand and official seal. M. SUSAN GLATZ gn Seal: COMM. # 1280664 D Signature m� NOTARY PUBLIC -CALIFORNIA M Q COUNTY OF BUTTE A.P. # 030-132-006 CIMM Expires Oct. 16, 2004 Recorded I REC FEE 7.00 Official Records 1 CONFORM 1.00 Countyy Of UJ. I CANDACE GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Cheryl 09:35AM 13 -Jun -2003 I Page i of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgement 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 following: Lot 4, of Block 98 of THERMALITO, according to the Official Map thereof recorded in the Office of the Recorder of the County of Butte, State of California, June 8, 1887. said Lot 4, Block 98, TOGETHER WITH all that portion of 11`" Street now abandoned lying Easterly of and adjacent to the above described parcel as described in the Resolution recorded May 3, 1955, in Book 1 of Road Books, at page 218 of records. Date �//� C' // 3 PROPERTY OWNERS: State of California County of Butte On / O 0-3 before me, personally appeared/moo- knll l x-YCG�iti�1.0 peFssaa evwa e me (er proved tome on the basis of satisfactory evidence) to be thqtjerso s) whose ame s)©►are subscribed to the within instrument and acknowledged to me thal�Oshe/they executed the same in 407her/their authorized aci ies) and that b}4i 'her/their(si ature s) on the instrument, the(ierson ) or the entity upon behalf of which the erso s) acted, executed the instrument. WITNESS my hand and official seal. M. SUSAN GLATZ gn Seal: COMM. # 1280664 D Signature m� NOTARY PUBLIC -CALIFORNIA M Q COUNTY OF BUTTE A.P. # 030-132-006 CIMM Expires Oct. 16, 2004 THERMALITO IRRIGATION DISTRICT 410 GRAND AVENUE N9 2202 OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 533-0740 FAX: (916) 533-9243 SEWER SERVICE APPLICATION AND CONNECTION PERMIT Service Address: !232 12th S t r e e t Owner's Name: Roia-ad awes Date: 0-23-03 Address: 1232 12th s jC r e e t Acct. No.: Oroville, CA 95905 A.P. No.: 30-132-006 Phone: New Unit: i Applicant/Agent: Fleetwood Hloiae Center Adding Units: Address: 3042 Espla-aade Chico, CA 95973 Fees: Phone: 8 91- G 9 g 2 Permit: $ 30 00 T.I.D.: 600 Preliminary Review By: Date: Ext. Fees: ' Remarks:' CON -VECTION FEES WILL BE THOSE !�PPLICAsLE AT SC -OR: 1000 00 TIME, OF CONNECTION TO THE SEWER COLLKECTOR SYSTEM. Lateral: 75 00 C IFEAN OUT UP TO "RADE REQUIRED AT PR -OP R Y LIN Other: (:hF[:iC ►7aT.1Ir. Total Fees: 1705 0 0_ Amount,Paid'^ r t '� Collec ed Finaled By: Date: Location: �� _ LA I Size Line: i d. Signature of Owner/Agent: MONTHLY SERVICE CHARGES WILL COMMENCE AUTOMATICALLY UPON COMPLETION Date Billed: Computer: Paid SC -OR: A.P. File: (R.F.C.) Blue Book: Paid SC -OR: Meter Book: (S/C HG's) Rev. 5/95 CALCULATIONS FOR Job: Ron and Doris M. Hawes Address : 1232 12th Street Oroville, CA 95965 (These calculations apply to the job at this address only.) Client: Ron and Doris M. Hawes Sheet 1 2 2A 3-5 6-10 Index to Calculations Item Basis For Design Design Loads Roof Plan / Elevations Deck Design Purlin Design 11-15 •~" Column Design C6`1570 rn. 16 Exp. 06-30.05 Foundation Design // 33 ta t. Ivit- BUTTE COUNTY %ST SEAL Foy ca+.�F°BUILDING DIVISION APPROVE® -_ THESE STRUCTURAL CALCULATIONS MUST BE SUBMITTED WITH WET SEAL DATED NOT OVER 180 DAYS PRIOR TO PERMIT APPLICATIONS. Copyright 6/04 Job # 0932-04 Project Engineer Sonia L. Ebert. S.E. CONSULTANTS INC. 5800 East Thomas Road, Suite 104 Scottsdale, Arizona 85251 Phone: (480) 946-2010 Fax: (480) 946-1909 BUILIJANG DEPT. CW00"'PY BASIS FOR DESIGN DEAD LOADS Roof panels actual LIVE LOADS Roofs 20.0 psf., r (Reducible) LATERAL Wind Wind Load Basis: 80 mph Exposure: C Seismic Zone: 4 CODE: 2001 California Building Code 1997 Uniform Building Code 1996 Edition of Cold -Formed steel design manual STRESSES OF MATERIALS CONCRETE Footings f c = 2500 psi. ✓ STEEL Reinforcing fy = 60000 psi. A-615, Grade 60 Weldable Reinforcing fy = 60000 psi. A-706, Grade 60 Roof Deck fy = 80000 psi. A-653, Grade 80 Cold formed Steel fy = 55000 psi. A-653, Grade 55 SOIL Allow. Soil Bearing = 1500 psf Wide Flange fy = 36000 psi.'A-36 Structural fy = 50000 psi. A-57: or Tube fy = 46000 psi. A-500 Pipe fy = 36000 psi. A501 P,�RjELI M I N ARY U N LESS SEALED O N EACH SH EET O R O N C�O� VER SH EFT .b b: 1 ��f..� _ ..' D at e: �-f< f �"0 BY �. .b b N 0'.: —1�`2.�'" ySH . S.E. CONSULTANTS, INC. ROOFLOADS Dead Load = 1.0 psf. (Roof Panel) Collateral Load = 0.0 psf. Live Load = 20.0 psf. (reducible) Total Load = 21.0 psf. WIND FORCE ANALYSIS PER 1997 UNIFORM BUILDING CODE p=CeCgqsl p = Design Wind pressure (psf) Ce = Coefficient per Table 16-G Cq = Coefficient per Table 16-H qs = Wind stagnation pressure per Table 16-F I = 1.00, Importance factor per Table 16-K TABLE 16-G Coefficient Ce II TABLE 16-F Wind Stagnation II 11 Pressure qs II eight above average II Basic I II level of adjoining I Exposure I Exposure I Exposure II Wind Speed 1 Pressure II ground, in feet I B I C I D II (mph) I (psf) II 0-15 1 0.621 1.06 1 1.3911 701 12.6 11 16-20 1 0.671 1.131 1.4511 JAJ 14.411 21-25 1 0.721 1.191 1.511 801 16.411 26-30 1 0.761 1.231 1.5411 85 1 18.5 11 31-40 1 0.841 1.31 1 1.6211 90 1 20.8 11 WIND LOADS 11 951 23.2 11 11 1001 25.6 11 Basic Wind Speed (Table 16-F) = 70 mph Exposure (Table 16-G) = C Mean Roof height = 10.00 feet Ce based on Mean Roof Height = 1.06 $' Wind Stagnation Pressure qs = 12.6 psf NOTE: BY DEFINITION OF SECTION 1616, THE STRUCTURE IS AN UNENCLOSED STRUCTURE AND ACCORDINGLY, THE Cq PRESSURE COEFFICIENTS OF TABLE 16-H ARE BASED ON AN UNENCLOSED STRUCTURE. Roof Decking: Cq = 1.3, Roof Element, Slope < 7:12 p = Ce Cq qs I = 1.06 x 1.3 x 12.6 x 1 = 17.36 psf, Outward Purlins &' Rafters: Cq = 1.3 - 0.3 = 1.0, Footnote 2 p=CeCgqsl = 1.06x 1x 12.6x 1= Lateral at Vertical Surface at Roof Level: Cq = 1.3 p=CeCgqsl = 1.06x 1.3x 12.6x 1= SEISMIC LOADS Zone = 4 Z = 0.4 13.36 psf, Outward 17.36 psf, On Vertical Projected Area PRELI M I NARY U N LESS SEALEDj /0 N EACH SH EET O R O N CO VER SH( EET 1. ,bb: tiDJ_Jot?S Date: LI I lJ BY: , .bb No.: 0��- L%SH.: S.E. CONSULTANTS, INC. ROOF FRAMING PLAN CROSS SEUTIUN . H )E PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: (S Date: (Q f dq By: Job No.: p- ply SH.: a6� S.E. CONSULTANTS, INC. .5 ROOF DECK DESIGN Panel No. 30 GAGE, POWERS "SB PANEL" 36 inch width Yield Strength, Fy = 80 ksi Tensile Strength, Fu = 90 ksi Ix = 0.076 in^4/FT Sx(t) = 0.0730 in^3/FT Sx(b) = 0.1290 in^3/FT See Manufactures specifications. e PRELI M I N ARY UN LESS SEALED O N EACH SH EET O R O N CO V ER SH EET .bb:(,��(� Date: By: 8.bb No.: '�- SH.: 3 S.E. CONSULTANTS, INC. TS 07-0 DS SS POWERS ttSB" PANEL STEE ALLOWABLE SPANS PANEL LOADING:. 20 PSF. 30 PSF SPAN CONDITION* SS DS TS SS DS TS 30 GA. "SB" PANEL 10'-0" 9'-10" 11'-0" 8'-2" 81-0" 9'-0" 29 GA. "SB" PANEL 101-91.': 10'-6" 11'-9" 8'-10" 8'-7" 9'-7" NOTE: *NOTE: Steel conforms to ASTM A-653 Gmde 80 SS: Single span condition. Minimum yield = 80,000 psi DS: (2) Continuous deck spans. TS: (3) Or more continuous deck spans. POWERS "SB" 29 GA POWERS "SB" 30 GA . Ix=.086 in.^4/ft. Ix=.076 in.^4/ft Sx(t)=.081 in.^3/ft. Sx(t)=.073 in.^3/ft. Sx(b)=.145 in.^3/ft. Sx(b)=.129 in.^3/ft. S.E. CONSULTANTS, INC. " 5800 E. THOMAS ROAD,, SUITE 104 ' ♦ j'a♦ SCOTTSDALE, ARIZONA 85251 FAX: 946-1909 (480) 946-2010 (480) yy THE FOLLOWING IS BASED ON THE 1996 EDITION OF THE COLD -FORMED STEEL DESIGN MANUAL d = Nominal screw diameter dw = Larger of Head or Washer Diameter, not larger than 1/2" Factor of Safety = 3.0 Pas = allowable shear force per screw Pns = nominal shear strength per screw Pat = allowable tension force per screw Pnt = nominal tension strength per screw Pnot = pull-out per screw Pnov = pull -over per screw tl = thickness of member in contact with the screw head t2 = thickness of member not in contact with the screw head Ful = tensile strength of member in contact with screw Fut = tensile strength of member not in contact with screw =11================== ====== ============== ====== II tl = 0.0120 in. Approximate Gauge = 30 Ful = II t2 = 0.0747 in. Approximate Gauge = 14 Fu2 = II Screw No. 12 II Shank Diam. = 0.216 in. 90000 psi, Fy = 80000 psi 65000 psi, Fy = 55000 psi SECTION E4.3.1 CONNECTION SHEAR GOVERNED BY BASE METALS t2/tl = 6.225 t2/t1 >= 2.5, USE EQUATIONS E4.3.4 & E4.3.5 WHEN t2/tl <= 1.0 WHEN t2/tl >= 2.5 Equation E4.3.1 = 2590.4 lbs/screw Equation E4.3.4 Equation E4.3.2 = 629.9 lbs/screw Equation E4.3.5 Equation E4.3.3 = 2831.7 lbs/screw 629.9 lbs/screw 2831.7 lbs/screw Pns (smallest of the above:) = 629.9 lbs/screw Pns (smallest of the above:) = 629.9 lbs/screw Pas = Allow. Shear per SCREW = Pns/ (F.S. of 3.0) = 210.0 lbs/screw * Allow. Shear Capacity of Screw : 625.0 #/screw * Based on "HILTI" w/ F.S. of 3.0 SECTION E4.4, TENSION Equation E4.4.1.1, Pullout Force, Pnot = 891.5 lbs/screw Equation E4.4.2.1, Pullover Force, Pnov = 506.3 lbs/screw Pnt = nominal tension strength per screw = lesser of Pnot & Pnov Pnt = 506.3 lbs/screw Pat = Allow. Tension per SCREW = Pnt/ (F.S. of 3.0) = 168.8 lbs/screw II II II II II Allowable Shear per Screw = 210.0 lbs/screw II II Allowable Tension per Screw = 168.8 lbs/screw II II � II II II II NOTE: Shear Governed By Base Metals. II II II NOTE: 1. Minimum Spacing of screws shall not be less than 3d 2. Minimum Edge Distance of screws shall not be less than 3d (May be 1.5d in direction perpendicular to force, when connection is subject to shear in one direction.) 3. The head of the screw or the washer shall have a diameter, dw of not less than 5/16 inch, washers shall be at least 0.050 inch thick. 4. Values may be increased 33% for wind or earthquake loads. PRELI M I N ARY U N LESS SEALED O N EACH SH EET O R O N CO VER SH EEr ,b b:f�CJJ.Ah � Date: �� By: CS .bb No.: -� SH.: S.E. CONSULTANTS, INC. PURLIN Structures Basic Geomet Roof slope Length of Purlin Tributary Applied to Purlin Total Tributary on Purlin Total Live Load Dead Load. Live Load (reduced) Snow Load Total Gravity Load Wind Uplift w (dead) = D.L. x Trib. Lgth. w (live) = L.L. x Trib. Lgth. w (snow) = S.L. x Trib. Lgth. w (T.L.) = Uniform Gravity Load w (U.L.) = Uniform Uplift Load MOMENTS DUE TO GRAVITY LOADS M (Simple) = w (T.L.) x L^2 / 8 0.125/12 18.00 feet 8.00 feet = 144.00 Sq. Ft. = 20.00 psf 1.00 psf 20.00 psf 0:00 psf 21.00 psf = 13.36 psf 8.00 lbs/ft. 160.00 lbs/ft. = 0.00 lbs/ft. 168.00 lbs/ft. 98.88 lbs/ft. 6.804 ft -kips MOMENTS DUE TO WIND LOADS M (Simple) = w (W.L.) x L^2 / 8 = 4.005 ft -kips MAXIMUM END REACTIONS DUE TO GRAVITY LOADS R(Simple) = w(T.L.) x L / 2 = 1.512 kips MAXIMUM END REACTIONS DUE TO WIND UPLIFT LOADS R(Simple) = w(U.L.) x L / 2 = 0.890 kips MINIMUM NUMBER OF SCREWS REQUIRED FOR END SUPPORT Maximum capacity of #12 screw in shear = 0.625 kips Minimum number of screws required = 2 - #12 screws See CFS computer run for design size PRELI M I N ARY U N LESS SEALED O N EACH SH EET O R O N CO VER SH EET .b b: h Date: �� By:�bb No.: SH.: S.E. CONSULTANTS, INC. purlin simpleAs CFS Version 4.11 Section: 10x2.5- 14 Gage Cee- unstiffened.sct Steve Schaub, P.E. BHP 10x2.5 - 14 Gage Cee S.E. Consultants, Inc. Powers Std. Rev. Date: 7/18/200211:41:21 AM By: chris_deprima Section Inputs. Material: A607 Class 1 Grade 55 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 55 ksi Tensile Strength, Fu 70 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 Cee, Thickness 0.075 in Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape 0.000 0.0000 Length• Angle Radius Web (in) (deg) (in) 1 1.0000 270.000 0.18750 None 2 2.5000 180.000 0.18750 Single 3 10.0000 90.000 0.18750 Single 4 2.5000 0.000 0.18750 Single 5 1.0000 -90.000 0.18750 None k Hole Size Coef. (in) 0.000 0.0000 0.000 0.0000 0.000 0.0000 0.000 0.0000 0.000 0.0000 Page 1 Distance (in) 0.5000 1.2500 5.0000 1.2500 0.5000 CFS Version 4.11 Analysis: Analysis 1.anl 18 ft Span Simple Beam Rev. Date: 6/23/200411:43:58 AM By: Steve Schaub, P.E. Steve Schaub, P.E. S.E. Consultants, Inc. Page 1 Analysis Inputs ------------------------------------------------------------------------ Members Section File Revision Date and Time 1 10x2.5- 14 Gage Cee- unstiffened.sct 7/18/2002 11:41:21 AM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.000 18.000 Top 0.4000 0.0000 0.0000 Supports Type Location Brg Length (ft) (in) 1 XYT 0.000 2.000 2 XYT 18.000 2.000 Loading: Dead Load Type Angle Start Loc. (deg) (ft) 1 Distributed 90.000 0.000 Loading: Live Load Type Angle Start Loc. (deg) (ft) 1 Distributed 90.000 0.000 Loading: Wind Load Type Angle Start Loc. (deg) (ft) 1 Distributed 90.000 0.000 Load Combination: D+L Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Live Load 1.0000 Load Combination: 0.75(D+W) Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Wind Load 0.7500 1.0000 1.0000 End Loc. Start End (ft) Magnitude Magnitude 18.000 -0.01 -0.01 k/ft End Loc. Start End (ft) Magnitude Magnitude 18.000 -0.16 -0.16 k/ft End Loc. Start End (ft) Magnitude Magnitude '18.000 . 0.11 0.11 k/ft • CFS Version 4.11 Page 2 Analysis: Analysis 1.anl Steve Schaub, P.E. 18 ft Span Simple Beam S.E. Consultants, Inc. Rev. Date: 6/23/200411:43:58 AM By: Steve Schaub, P.E. Member Check - 2001 AISI Specification - US (ASD) ------------------------------------------------------------------------ Load Combination: 0.75(D+W) Design Parameters at 9.000 ft: Lx 18.000 ft Ly 18.000 ft Lt 18.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 10x2.5- 14 Gage Cee- unstiffened.sct Cbx 1.1364 Cby 1.0000 My) ex 0.0000 in Cmx 1.0000 Cmy 1.0000 .(P, Mx, ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.4000 C3.3.1-1 (Mx, VY) Loads: -P Mx VY AISI My Vx (My, Vx) (k) (k -in) (k) <= 1.0 (k -in) (k) 0.0000 Total 0.0000 -34.525 0.0000 0.0000 0.000 0.0000 0.00 Applied 0.0000 -34.525 0.0000 112.25 0.000 0.0000 6.1102 Strength 8.2472 44.899 3.9621 8.583 6.1102 Ae Effective section properties at applied loads: Iye 1.008 in^4 Ae 1.22353 in^2 Ixe 17.256 in^4 Iye 1.008 in^4 Sxe(b) 3.4512 in^3 Sxe(t) 3.4512 in^3 Sye(1) 1.5378 in^3 Sxe(b) 3.4512 in^3 Sye(r) 0.5464 in^3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.769 + 0.000 = 0.769 <= 1.0 AISI Eq. C5.2.1-2 .(P, Mx, My) 0.000 + 0.769 + 0.000 = 0.769 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.095 + 0.000 = 0.095 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 2001 AISI Specification - US (ASD) ------------------------------------------------------------------------ Load Combination: D+L Design Parameters at 9.000 ft: Lx 18.000 ft Ly 18.000 ft Lt 18.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 10x2.5- 14 Gage Cee- unstiffened.sct Cbx 1.1364 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.4000 AISI Eq. C3.3.1-1 Loads: P Mx VY My Vx AISI Eq. (k) (k -in) (k) (k -in) (k) = 0.000 <= Total 0.0000 83.67 0.0000 0.00 0.0000 Applied 0.0000 83.67 0.0000 0.00 0.0000 Strength 8.2472 112.25 3.9621 8.58 6.1102 Effective section properties at applied loads: Ae 1.22353 in^2 Ixe 17.256 in^4 Iye 1.008 in^4 Sxe(t) 3.4512 in^3 Sye(1) 1.5378 in^3 Sxe(b) 3.4512 in^3 -Sye(r) 0.5464 in^3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.•745 + 0.000 = 0.745 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.745 + 0.000 = 0.745 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.556 + 0.000 = 0.556 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 0 THE FOLLOWING IS BASED ON THE 1996 EDITION OF THE COLD -FORMED STEEL DESIGN MANUAL d = Nominal screw diameter dw = Larger of Head or Washer Diameter, not larger than 1/2" Factor of Safety = 3.0 Pas = allowable shear force per screw Pns = nominal shear strength per screw Pat = allowable tension force per screw Pnt = nominal tension strength per screw Pnot = pull-out per screw Pnov = pull -over per screw t1 = thickness of member in contact with the screw head t2 = thickness of member not in contact with the screw head Ful = tensile strength of member in contact with screw Fu2 = tensile strength of member not in contact with screw =11================== ====== ============== ===================== ====== ====== II tl = 0.0747 in. Approximate Gauge = 14 Ful = 65000 psi, Fy = 55000 psi II t2 = 0.0598 in. Approximate Gauge = 16 Fu2 = 65000 psi, Fy = 55000 psi II Screw No. 12 II Shank Diam. = 0.216 in. =11================== ====== ============== ===================== ====== ====== SECTION E4.3.1 CONNECTION SHEAR GOVERNED BY BASE METALS t2/tl = 0.8005 t2/t1 <= 1.0, USE EQUATIONS E4.3.1 TO E4.3.3 WHEN t2/tl <= 1.0 WHEN t2/tl >= 2.5 Equation E4.3.1 = 1855.4 lbs/screw Equation E4.3.4 Equation E4.3.2 = 2831.7 lbs/screw Equation E4.3.5 Equation E4.3.3 = 2266.9 lbs/screw = 2831.7 lbs/screw 2266.9 lbs/screw Pns (smallest of the above:) = 1855.4 lbs/screw Pns (smallest of the above:) = 2266.9 lbs/screw Pas = Allow. Shear per SCREW = Pns/ (F.S. of 3.0) = 618.5 lbs/screw * Allow. Shear Capacity of Screw : 625.0 #/screw * Based on "HILTI" w/ F.S. of 3.0 SECTION E4.4, TENSION Equation E4.4.1.1, Pullout Force, Pnot = 713.7 lbs/screw Equation E4.4.2.1, Pullover Force, Pnov = 2276.0 lbs/screw Pnt = nominal tension strength per screw = lesser of Pnot & Pnov Pnt = 713.7 lbs/screw Pat = Allow. Tension per SCREW = Pnt/ (F.S. of 3.0) = 237.9 lbs/screw II II II II II Allowable Shear per Screw = 618.5 lbs/screw II II Allowable Tension per Screw = 237.9 lbs/screw II II II II II II NOTE: Shear Governed By Base Metals. II II II NOTE: 1. Minimum Spacing of screws shall not be less than 3d 2. Minimum Edge Distance of screws shall not be less than 3d (May be 1.5d in direction perpendicular to force, when connection is subject to shear in one direction.) 3. The head of the screw or the washer shall have a diameter, dw of not less than 5/16 inch, washers shall be at least 0.050 inch thick. 4. Values may be increased 33% for wind or earthquake loads. PRE/L'�IyM I N AIRY U N LESS SEA/ LIED O N EACH S/ H EET O R O N CO VER SH EET .b b: ! nj ),i�C Date: F PiE- By:�..LE .bb No.: SH.: V S.E. CONSULTANTS, INC. COLUMN LOADS GRAVITY LOADS Roof Slope = 0.125/12 Length of Column = 7.5 feet Width of Building = 18 feet Average Bay Spacing = 9 feet Number of Lateral Columns = 3 Tributary Area to Column = 72.00 sq. ft. Dead Load = 1.00 psf Live Load = 20.00 psf Live Load (reduced) = 20.00 psf Total Dead Load to Column = 0.072 kips Total Live Load to Column = 1.440 kips Total Gravity Load to Column = 1.512 kips WIND LOAD Wind Uplift = 13.36 psf Dead Load = 1.00 psf Net Wind Uplift (W.L. - D.L.) = 12.36 psf Total Wind Load = 0.962 kips Total Wind Uplift to Column = 0.890 kips LATERAL WIND LOAD Wind, Lateral = 17.36 psf Height of Vertical Surface = 1.00 feet Wind Load per Column = 0.052 kips Wind Moment to Column = 0.391 ft -kips EARTHQUAKE LATERALILONGITUDINAL LOAD TO COLUMN -1997 UBC Zone = 4 Z = 0.4 I = 1 Ca = 0.44 Cv = 0.64 Na = 1 Nv = 1 R = 2.2 T = 0.035(hn)"0.75 = 0.159 Vs= Cv x I / (R x T) = 1.834 W (30-4) Vs= 2.5 x Ca x I / R = 0.500 W (30-5) Vs = 0.11 x Ca x 1 = 0.048 W (30-6) Vs= 0.8 x Z x Nv x l/ R = 0.145 W (30-7) Total D.L+ 0.21-L. to Column = 0.072 kips Vs (Controls) = 0.036 kips p Reliability/redundancy Factor = 1 E = p•Eh = 0.036 kips (30-1) Earthquake Moment to Column(s) = 0.270 ft -kips Wind Governs See CFS computer run for design size PRELI M I N ARY U N LESS SEALED ON EACH SHEEr0R0N CO VER SHEET .b b: Date: Ul6k4 By&- bb No.:()P�� 4H.: LL S.E. CONSULTANTS, INC. column seismic 97.)ds CFS Version 4.11 Section: Tube 4x4x 16 ga. - unstiffened.sct Lube 4x4x 16 aa. Powers Std., Columns Rev. Date: 7/20/200310:45:44 AM By: Steve Schaub, P.E. Steve Schaub, P.E. S.E. Consultants, Inc. Page 1 Section Inputs ------------------------------------------------------------------------ Material: A607 Class 2 Grade 55 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 55 ksi Tensile Strength, Fu 65 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in -4 Tube, Thickness 0.06 in Placement of Part from Origin: X to center of gravity 0 in (in) Y to center of gravity 0 in 0.000 Outside dimensions, Closed shape 0.000 0.0000 Length Angle Radius Web (in) (deg) (in) 1 4.0000 0.000 0.13600 Single 2 4.0000 90.000 0.13600 Single 3 4.0000 180.000 0.13600 Single 4 4.0000 -90.000 0.13600 Single k Hole Size Distance Coef. (in) (in) 0.000 0.0000 2.0000 0.000 0.0000 2.0000 0.000 0.0000 2.0000 0.000 0.0000 1.5000 CFS Version 4.11 Analysis: UBC column analysis.anl • 1 Span Continuous Beam Rev. Date: 6/23/200411:48:13 AM • By: Steve Schaub, P.E. Steve Schaub, P.E. S.E. Consultants, Inc. 11 Page 1 Analysis Inputs ------------------------------------------------------------------------ Members Section File Revision Date and Time 1 Tube 4x4x 16 ga. - unstiffened.sct 7/20/2003 10:45:44 AM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.0000 7.5000 None 0.0000 0.0000 0.0000 Supports Type Location Brg Length K (ft) (in) 1 XYTRxRy 0.0000 2.000 1.0000 2 XT 7.5000 2.000 1.0000 Loading: Dead Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Axial NA 0.0000 7.5000 0.0720 0.0720 k Loading: Live Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Axial NA 0.0000 7.5000 1.4400 1.4400 k Loading: Wind Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Axial NA .0.0000 7.5000 -0.8900 -0.8900 k 2 Concentrated 90.000 7.3750 NA -0.0520 NA k Bearing Length 1.000 in Load Combination: D+L Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Live Load 1.0000 N CFS Version 4.11 Analysis: UBC column analysis.anl • 1 Span Continuous Beam Rev. Date: 6/23/200411:48:13 AM • By: Steve Schaub, P.E. Load Combination: 0.75(D+W) Loading 1 Beam Self Weight 2 Dead Load 3 Wind Load Factor 0.7500 0.7500 0.7500 Steve Schaub, P.E. S.E. Consultants, Inc. Member Check - 2001 AISI Specification - US (ASD) Page 2 Load Combination: D+L Design Parameters at 0.0000 ft, Right side: Lx 7.5000 ft Ly 7.5000 ft Lt 7.5000 ft Kx 2.0000 Ky 1.0000 Kt 1.0000 Section: Tube 4x4x 16 ga. - unstiffened.sct Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment'Reduction, <= 1.0 R: 0.0000 Eq. C3.3.1-1 Loads: P Mx VY My Vx AISI Eq. (k) (k -in) (k) (k -in) (k) = 0.000 Total 1.5120 -1.065 0.0237 0.000 0.0000 -0.613 Applied 1.5120 -1.065 0.0237 0.000 0.0000 Applied Strength 9.3191 30.431 7.9474 30.431 7.9474 Effective section properties at applied loads: 8.122 30.431 Ae 0.92850 in^2 Ixe 2.3788 in^4 Iye 2.3788 in^4 Sxe(t) 1.1894 in^3 Sye(1) 1.1894 in^3 Iye 2.3788 Sxe(b) 1.1894 in^3 Sye(r) 1.1894 in^3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.162 + 0.040 + 0.000 = 0.202 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.083 + 0.035 + 0.000 = 0.118 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.001 + 0.000 = 0.001 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 1999 AISI Specification (ASD) Load Combination: 0.75(D+W) Design Parameters at 0.0000 ft, Right side: Lx 7.5000 ft Ly 7.4956 ft Lt 7.4956 ft Kx 2.0000 Ky 1.0000 Kt 1.0000 Section: Tube 4x4x 16 ga. - unstiffened.sct Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx VY My Vx (k) (k -in) '(k) (k -in) (k) Total -0.613 -4.270 0.057 0.000 0.000 Applied -0.613 -4.270 0.057 0.000 0.000 Strength 30.176 30.431 8.122 30.431 8.122 Effective section properties at applied loads: Ae 0.92850 in^2 Ixe 2.3788 in^4 Iye 2.3788 in^4 Sxe(t) 1.1894 in^3 Sye(1) 1.1894 in^3 Sxe(b) 1.1894 in^3 Sye(r) 1.1894 in^3 Iy CFS Version 4.11 Page 3 Analysis: UBC column analysis.anl Steve Schaub, P.E. , 1 Span Continuous Beam S.E. Consultants, Inc. Rev. Date: 6/23/200411:48:13 AM • By: Steve Schaub, P.E. Interaction Equations AISI Eq. C5.1.1-1 (Mx, My, T) 0.109 + 0.000 + 0.020 = 0.129 <= 1:0 AISI Eq. C5.1.1-2 (Mx, My, T) 0.140 + 0.000 - 0.020 = 0.120 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.020 + 0.000 = 0.020 <= 1.0, AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 15 I ' NON CONSTRAINED POLE TYPE FOOTING PER UBC ' DESCIPTION OR LOCATION OF FOOTING COLUMNS WI D.L. & WINO ALLOWABLE SOIL BEARING = 1500 PSF ALLOWABLE LATERAL BEARING = 150 PSF/FT ' CHECK LATERAL BEARING CAPACITY CHECK VERTICAL BEARING CAPACITY A ^ 4.36 h P(t.l.), Gravity Loa( = 1.512 kips d=—(l +[1 +-1,11/2, Allowable Bearing at Min. Dept = 1500 psf 2 A Allowable Bearing w/ Increase for Dept = 1950 psf 2.34 P Allowable -Bearing Value at Bottom of Pi( = 1950 psf A = _--_---- I A, Bearing Area at Bottom of Pie = 0.785 sq. ft. S1 x b qs, Gravity Load Soil Pressuri = 1925 psf. Load Due To Wind or Seismic? .(Y/N Y O.K. -WITHOUT SKIN FRICTION M, Moment in Columr = 0.391 ft. kips Allow. Skin Friction = Allow. Bearing / E = 325.0 psf P, Lateral load = M / f = 52 lbs. Skin Surface (Excluding top one foot = 4.7 sq. ft. h Dist. in feet from ground to "P" = 7.5 feet Skin Friction = 1.5 kips d Depth of Concrete Footinc = 2.50 feet NOT USED b Diameter of round footing = 1.00 feet Allowable Lateral Bearin = 150 Ibs/sq.ft. CHECK UPLIFT CAPACITY, IF APPLICABLE Footnote d, Table 1804.2 -- Will structure be adversely affected by z F, Total Wind Uplift Loac = 0.89 kips 1/2" motion at the ground surface? (Y/N N Allowable Bearing Value at Bottom of Pi( = 1950 psf 2 x Allowable Lateral Bearing, per Footnote = 300.0 Ibs/sq.ft. Allow. Skin Friction = Allow. Bearing / E = 325.0 psf S1 Allowable Lat. brg. based on 1/3 of "c = 250.0 Ibs/sq.ft. Skin Surface (Excluding top one foot = 4.7 sq. ft. (limited to "d" = 12 feet Skin Friction = 1.5 kips Allowable Lat. Brg. w/ 33% Increase = 333.3 Ibs/sq.ft. 2/3 Dead Load of Pie = 0.2 kips 2/3 Dead Load of Eartt = 1.0 kips A = 0.366 Total Dead Load = 1.2 kips O.K. REQUIRED "d" = 1.92 FEET < 2.5 FEET O.K. Diameter of Pier = 12.00 inches Depth of Concrete Footing = 2.50 feet CHECK STRESSES OF CONCRETE PIER fc, Compressive Strength of Concret( = 2500 psi Moment on Pier Due to Wind or Seismic? (Y/N Y S, Section Modulus of the Round Concrete Pie = 170 in A3 f, Stress in Plain Concrete Pier = M/: = 0.0277 psi. ft, Allowable Tension = 1.6 x SART. f( = 80 psi. ft, Increased for Wind or Seismic = 106.67 psi. OX PLR�ELI M I N ARY U N LESS SEALED ON EACH SH EEr O R O N CO V 92 SH EEr .b b : `I� l .�.� }�� Date: �p� By: 3�C .b b No.: SH .: �p S.E. CONSULTANTS, INC. 11nl Address : Client: Sheet 1 2 2A 3-5 6-10 11-15 16 -VALID I WI=T CALCULATIONS FOR Ron and Doris M. Hawes 1232 121' Street Oroville, CA 95965 (These calculations apply to the job at this address only.) Ron and Doris M. Hawes Index to Calculations A�' Item Basis For Design Design Loads Roof Plan / Elevations Deck Design Purlin Design Column Design Foundation Design 9TFOCivi f CAI.�F @� BUTTE COUNTY BUILDING DIVISION PPROVED THESE STRUCTURAL CALCULATIONS MUST BE SUBMITTED WITH WET SEAL DATED NOT OVER 180 DAYS PRIOR TO PERMIT APPLICATIONS. Copyright 4/04 Job # 0932-04 Project Engineer Sonia L. Ebert S.E. CONSULTANTS, INC. 5800 East Thomas Road, Suite 104 Scottsdale, Arizona 85251 (480) 946-2010 Fax• ( ) DEPTO G BASIS FOR DESIGN DEAD LOADS Roof panels actual LIVE LOADS Roofs 20.0 psf., (Reducible) LATERAL Wind Wind Load Basis: 80 mph Exposure: C / Seismic Zone: 4 CODE: 2001 California Building Code 1997 Uniform Building Code 1996 Edition of Cold -Formed steel design manual STRESSES OF MATERIALS CONCRETE Footings VC = 2500 psi. STEEL Reinforcing fy = 60000 psi. A-615; Grade 60 Weldable Reinforcing fy = 60000 psi. A-706, Grade 60 Roof Deck fy = 80000 psi. A-653, Grade 80 Cold formed Steel fy = 55000 psi. A-653, Grade 55 SOIL Allow. Soil Bearing = 1500 psf / Wide Flange fy = 36000 psi. A-36 Structural fy = 50000 psi. A-57. or Tube fy = 46000 psi. A-500 Pipe fy = 36000 psi. A-501 PRE -1 M I N ARY U N LESS SEALED O N EACH SH EET O R O N CID VER SH EET ,�t y �,r .bb: i � 7 j ..,fir' :: Date: C..�!�,`�.l..l By. C��. .bb NO.: V" � r.�"(�(' SH.: S.E. CONSULTANTS, INC. ROOFLOADS Dead Load = 1.0 psf (Roof Panel) Collateral Load = 0.0 psf. Live Load = 20.0 psf. (reducible) Total Load = 21.0 psf. WIND FORCE ANALYSIS PER 1997 UNIFORM BUILDING CODE p=CeCggsI p = Design Wind pressure (psf) Ce = Coefficient per Table 16-G Cq = Coefficient per Table 16-H qs = Wind stagnation pressure per Table 16-F I = 1.00, Importance factor per Table 16-K TABLE 16-G Coefficlent`Ce II TABLE 16-F Wind Stagnation II II Pressure qs II eight above average II Basic I II level of adjoining I Exposure I Exposure I Exposure II Wind Speed I Pressure II ground, in feet 1 B I C. 1 D 11 (mph) I (Psi II 0-15 1 0.621 1.061 1.3911 701 12.6 II 16-20 1 0.671 1.131 1.4511 751 14.411 21 - 25 1 0.721 rl"q 1 1.511 801 76711 26'-30 1 0.76 1 1.231 1.5411 851 18.511 31-40 1 0.841 1.31 1 1.6211 901 20.8 11 WIND LOADS II 951 23.2 11 11 1001 25.6 11 Basic Wind Speed (Table 16-F) = 70 mph Exposure (Table 16-G) = C Mean Roof height = 10.00 feet Ce based on Mean Roof Height = 1.06 Wind Stagnation Pressure qs = 12.6 psf NOTE: BY DEFINITION OF SECTION 1616, THE STRUCTURE IS AN UNENCLOSED STRUCTURE AND ACCORDINGLY, THE Cq PRESSURE COEFFICIENTS OF TABLE 16-H ARE BASED ON AN UNENCLOSED STRUCTURE. Roof Decking: Cq = 1.3, Roof Element, Slope < 7:12 p = Ce Cq qs I = 1.06 x 1.3 x 12.6 x 1 = 17.36 psf, Outward Purlins & Rafters: Cq = 1.3 - 0.3 = 1.0, Footnote 2 p = Ce Cq qs I = 1.06 x 1 x 12.6 x 1 = 13.36 psf, Outward Lateral at Vertical Surface at Roof Level: Cq =1.3 p = Ce Cq qs I = 1.06 x 1.3 x 12.6 x 1 = 17.36 psf, On Vertical Projected Area SEISMIC LOADS Zone = (4) Z = 0.4 PRELI M I N ARY U N LESS SEALED O N EACH SH EET O R O N CO VER SH EET .b b: I 'D-,(,k_�•°3.J Date: i I �J'! By: 51,,E .bb No.: S.E. CONSULTANTS, INC. ROOF FRAMING PLAN 10, FINISH GRADE CROSS SECTION PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET Job: :� c: Date: C ( Ll By: (F Job No.: �j `(?- ��/SH.: S.E. CONSULTANTS, INC. 3 ROOF, DECK DESIGN Panel No. 30 GAGE, POWERS "SB PANEL" 36 inch width Yield Strength, Fy = 80 ksi Tensile Strength, Fu = 90 ksi Ix = 0.076 in"41FT Sx(t) = 0.0730 inA31FT Sx(b) = 0.1290 inA31FT See Manufactures specifications. PRELI M I N ARY U N LESS SEALED O N EACH SH EET O R O N .bb: t` _ 1. ;' f,. Date: C..t�6q By: 'IE .bb No.: CO V ER SH EE:T (8.2"SH.: 3 S.E. CONSULTANTS, INC. TS DS SS POWERS "SB" PANEL STEE ALLOWABLE SPANS PANEL LOADING:. 20 PSF. 30 PSF SPAN CONDITION* SS DS TS SS DS TS 30 GA. "SB" PANEL 10'-0" 9'-10" 11'-0" 8'-2" 8'-0" 29 GA. "SB" PANEL 10'-9'.' :. 10'-6" 11'-9" 8'-10" 8'-7" .91-711 NOTE: *NOTE: Steel conforms to ASTM A-653 Grade 80 SS: Single span condition. Minimum yield = 80,000 psi DS: (2) Continuous deck spans. TS: (3) Or mom continuous deck spans. 36" POWERS "SB" 29 GA POWERS I'M' 30 GA . Ix=.086 in.^4/ft. Ix=.076 in.^4/ft. Sx(t)=.081 in. A 3/ft. Sx(t) .073 in. A 3/ft. Sx(b)=.145 in.^3/ft. Sx(b)=.n.^3/ft. 129 i S.E. CONSULTANTS, INC. 5800 E. THOMAS ROAD, SUITE 104 _ ♦ sTa♦ SCOTTSDALE, ARIZONA 85251 946-2010 FAX: (480) 946-1909 Li (480) THE FOLLOWING IS BASED ON THE 1996 EDITION OF THE COLD -FORMED STEEL DESIGN MANUAL d = Nominal screw diameter dw = Larger of Head or Washer Diameter, not larger than 1/2" Factor of Safety = 3.0 Pas = allowable shear force per screw Pns = nominal shear strength per screw Pat = allowable tension force per screw Pnt = nominal tension strength per screw Pnot = pull-out per screw Pnov = pull -over per screw t1 = thickness of member in contact with the screw head t2 = thickness of member not in contact with the screw head Ful = tensile strength of member in contact with screw Fu2 = tensile strength of member not in contact with screw ------------------= ------ ------ ---- II tl = 0.0120 in. Approximate Gauge = 30 Ful = II t2 = 0.0747 in. Approximate Gauge = 14. Fu2 = II Screw No. 12 II Shank Diam. = 0.216 in. =============== ====== ====== 11= 90000 psi, Fy = 80000 psi II 65000 psi, Fy = 55000 psi II II II SECTION E4.3.1 CONNECTION SHEAR GOVERNED BY BASE METALS t2/tl = 6.225 t2/t1 >= 2.5, USE EQUATIONS E4.3.4 & E4.3.5 WHEN t2/tl <= 1.0 WHEN t2/tl >= 2.5 Equation E4.3.1 = 2590.4 lbs/screw Equation E4.3.4 Equation E4.3.2 = 629.9 lbs/screw Equation E4.3.5 Equation E4.3.3 = 2831.7 lbs/screw 629.9 lbs/screw = 2831.7 lbs/screw Pns (smallest of the above:) = 629.9 lbs/screw Pns,(smallest of the above:) = 629.9 lbs/screw Pas = Allow. Shear per SCREW = Pns/ (F.S. of 3.0) = 210.0 lbs/screw ' Allow. Shear Capacity of Screw , 625.0 #/screw Based on "HILTI" w/ F.S. of 3.0 SECTION E4.4, TENSION Equation E4.4.1.1, Pullout Force, Pnot = 891.5 lbs/screw Equation E4.4.2.1, Pullover Force, Pnov = 506.3 lbs/screw Pnt = nominal tension strength per screw = lesser of Pnot & Pnov Pnt = 506.3 lbs/screw Pat = Allow. Tension per SCREW = Pnt/ (F.S. of 3.0) = 168.8 lbs/screw II II II II II Allowable Shear per Screw 210.0 lbs/screw II II Allowable Tension per Screw = 168.8 lbs/screw II II II II II II NOTE: Shear Governed By Base Metals. II II II NOTE: 1. Minimum Spacing of screws shall not be less than 3d 2. Minimum Edge Distance of screws shall not be less than 3d (May be 1.5d in direction perpendicular to force, when connection is subject to shear in one direction.) 3. The head of the screw or the washer shall have a diameter, dw of not less than 5/16 inch, washers shall be at least 0.050 inch thick. 4. Values may be increased 33% for wind or earthquake loads. PRELI M I N ARY U N LESS SEALED O N EACH SH EET O R O N CO VER SH EET r.A .b b: ? �., ��` ' y: L��C ,bb No.: SH.: t�_{.. _�� Date: ( � B � 7- S.E. CONSULTANTS, INC. PURLIN =L Structures Basic Geomet Roof slope = 0.125/12 Length of Purlin = 18.00 feet Tributary Applied to Purlin = 6.00 feet Total Tributary on Purlin = 108.00 Sq. Ft. Total Live Load = 20.00 psf Dead Load = 1.00 psf Live Load (reduced) = 20.00 psf Snow Load = 0.00 psf Total Gravity Load = 21.00 psf Wind Uplift = 13.36 psf w (dead) = D.L. x Trib. Lgth. = 6.00 lbs/ft. w (live) = L.L. x Trib. Lgth. = 120.00 lbs/ft. w (snow) = S. L. x Trib. Lgth. = 0.00 lbs/ft. w (T.L.) = Uniform Gravity Load = 126.00 lbs/ft.' w (U.L.) = Uniform Uplift Load . = 74.16 lbs/ft. MOMENTS DUE TO GRAVITY LOADS M (Simple) = w (T.L.) x L^2 / 8 = 5.103 ft -kips MOMENTS DUE TO WIND LOADS M (Simple) = w (W.L.) x L^2 /8 = 3.003 ft -kips MAXIMUM END REACTIONS DUE TO GRAVITY LOADS R(Simple) = w(T.L.) x L / 2 = 1.134 kips MAXIMUM END REACTIONS DUE TO WIND UPLIFT LOADS R(Simple) = w(U.L.) x L / 2 = 1 0.667 kips MINIMUM NUMBER OF SCREWS REQUIRED FOR END SUPPORT Maximum capacity of #12 screw in shear = 0.625 kips Minimum number of screws required, = 2 - #12 screws See CFS computer run for design size PRELIMINARY U NI E SEALED ON EACH SH EEr OR ON COVER SH EEr ' \ W .b b: �)._.� . Date: By�� r .bb No.:(!� L �",SH.: S.E. CONSULTANTS, INC. pudin simpleAs CFS Version 4.11 Section: 10x2.5- 14 Gage Cee- unstiffened.sct Steve Schaub, P.E. BHP 10x2:5 - 14 Gage Cee S.E. Consultants, Inc. Powers Std. Rev. Date: 7/18/200211:41:21 AM By: chris_deprima Page 1 Section Inputs --------------------------------------------------=--------------------- Material: A607 Class.1 Grade 55 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 55 ksi Tensile Strength, Fu 70 ksi Warping,Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 Cee, Thickness 0.075 in Placement of Part from Origin: X to center of gravity 0 -in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.0000 270.000 0.18750 None 0.000 0.0000 0.5000 2 2.5000 180.000 0.18750 Single 0.000 0.0000 1.2500 3 10.0000 90.000 0.18750 Single 0.000 0.0000 5.0000 4 2.5000 0.000 0.18750 Single 0.000 0.0000. 1.2500 5 1.0000 -90.000 0.18750 None 0.000 0.0000 0.5000 CFS Version 4.11 Analysis: Analysis 1.anl 18 ft Span Simple Beam Rev. Date: 4/26/20041:57:16 PM By: Steve Schaub, P.E. Steve Schaub, P.E. S.E. Consultants, Inc. Page 1 Analysis Inputs -----------=------------------------------------------------------------ Members Section File Revision Date and Time 1 10x2.5- 14 Gage Cee- unstiffened.sct 7/18/2002 11:41:21 AM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.000 18.000 Top 0.5000 0.0000 0.0000 Supports Type Location Brg Length (ft) (in) 1 XYT 0.000 2.000 2 XYT 18.000 2.000 Loading: Dead Load Type Angle Start Loc. (deg) (ft) 1 Distributed 90.000 0.00'0 Loading: Live Load Type Angle Start Loc. (deg) (ft) 1 Distributed 90.000 0.000 Loading: Wind Load Type Angle Start Loc. (deg) (ft) 1 Distributed 90.000 0.000 Load Combination: D+L K 1.0000 1.0000 End Loc. Start End (ft) Magnitude Magnitude 18.000 -0.01 -0.01 k/ft End Loc. Start End (ft) Magnitude' Magnitude 18.000 -0.12 -0.12 k/ft End Loc. Start End (ft) Magnitude Magnitude 18.000 0.08 0.08 k/ft Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Live Load 1.0000 Load Combination: 0.75(D+W) Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Wind Load 0.7500 End Loc. Start End (ft) Magnitude Magnitude 18.000 -0.01 -0.01 k/ft End Loc. Start End (ft) Magnitude' Magnitude 18.000 -0.12 -0.12 k/ft End Loc. Start End (ft) Magnitude Magnitude 18.000 0.08 0.08 k/ft CFS Version 4.11 Page 2 Analysis: Analysis 1.anl Steve Schaub, P.E. 18 ft Span Simple Beam S.E. Consultants, Inc. Rev. Date: 4/26/20041.:57:16 PM By: Steve Schaub, P.E. Member Check - 2001 AISI Specification - US (ASD) ------------------------------------------------------------------------ Load Combination: D+L Design Parameters at 9.000 ft: Lx 18.000 ft Ly 18.000 ft Lt 18.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 10x2.5- 14 Gage Cee- unstiffened.sct Cbx 1.1364 Cby 1.0000 My) ex 0.0000 in Cmx 1.0000 Cmy 1.0000 (P, Mx, ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.5000 C3.3.1-1 (Mx, VY) Loads: P Mx VY AISI My Vx (My, Vx) (k) (k -in) (k) 1.0 (k -in) (k) 0.0000 Total 0.0000 63.26 0.0000 0.0000 0.00 0.0000 0.000 Applied 0.0000 63.26 0.0000 56.124 0.00 0.0000 6.1102 Strength .8.2472 112.25 3.9621 applied loads: 8.58 6.1102 Effective section properties at applied loads: 17.256 in^4 Iye 1.008 in^4 Ae 1.22353 in^2 Ixe 17.256 in^4 Iye 1.008 in^4 Sxe(b) Sxe(t) 3.4512 in^3 Sye(1) 1.5378 in^3 Sxe(b) 3.4512 in^3 Sye(r) 0.5464 in^3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.564;+ 0.000 = 0.564 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.564 + 0.000 = 0.564 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.318 + 0.000 = 0.318 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 2001 AISI Specification - US (ASD) ------------------------------------------------------------------------ Load Combination: 0.75(D+W) Design Parameters at 9.000 ft: Lx 18.000 ft Ly 18.000 ft Lt 18.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 10x2.5- 14 Gage Cee- unstiffened.sct Cbx 1.1364 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.5000 AISI Eq. C3.3.1-1 Loads: P Mx VY My Vx AISI Eq. (k) (k -in) (k) (k -in) (k) = 0.000 Total 0.0000 -25.515 0.0000 ' 0.000 0.0000 Applied 0.0000 -25.515 0.0000 0.000 0.0000 Strength 8.2472 56.124 3.9621 8.583 6.1102 Effective section properties at applied loads: Ae 1.22353 in^2 Ixe 17.256 in^4 Iye 1.008 in^4 Sxe(t) 3.4512 in^3 Sye(1) 1.5378 in^3 Sxe(b) 3.4512 in^3 Sye(r) 0.5464 in^3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.455 + 0.000 = 0.455 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.455 + 0.000 = 0.455 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.052 + 0.000 = 0.052 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 THE FOLLOWING IS BASED ON THE 1996 EDITION OF THE COLD -FORMED STEEL DESIGN. MANUAL d Nominal screw diameter dw = Larger of Head or Washer Diameter, not larger than 1/2" Factor of Safety = 3.0 Pas = allowable shear force per screw Pns = nominal shear strength per screw Pat = allowable tension force per screw Pnt = nominal tension strength per screw Pnot = pull-out per screw Pnov = pull -over per screw t1 = thickness of member in contact with the screw head t2 = thickness of member not in contact with the screw head Ful = tensile strength of member in contact with screw Fu2 = tensile strength of member not in contact with screw II It1 = 0.0747 in. Approximate Gauge = 14 Ful = II t2 = 0.0598 in. Approximate Gauge = 16 Fu2 = II Screw No. 12 II Shank Diam. = 0.216 in. 65000 psi, Fy = 55000 psi II 65000 psi, Fy = 55000 psi II SECTION E4.3.1 CONNECTION SHEAR GOVERNED BY BASE METALS t2/tl = 0.8005 t2/t1 <= 1.0, USE EQUATIONS E4.3.1 TO E4.3.3 WHEN t2/t1 <= 1.0 WHEN t2/t1 >= 2.5 Equation E4.3.1 = 1855.4 lbs/screw Equation E4.3.4 Equation E4.3.2 = 2831.7 lbs/screw Equation E4.3.5 Equation E4.3.3 = 2266.9 lbs/screw 2831.7 lbs/screw 2266.9 lbs/screw Pns (smallest of the above:) = 1855.4 lbs/screw Pns (smallest of the above:) -. 2266.9 lbs/screw Pas =Allow. Shear per SCREW= Pns/ (F.S. of 3.0) = 618.5 lbs/screw *Allow. Shear Capacity of Screw :625.0#/screw " Based on " HILTI" w/ F.S. of 3.0 SECTION E4.4, TENSION Equation E4.4.1.1, Pullout Force, Pnot .= 713.7 lbs/screw Equation E4.4.2.1, Pullover Force, Pnov = 2276.0 lbs/screw Pnt = nominal tension strength per screw = lesser of Pnot & Pnov Pnt = 713.7 lbs/screw Pat = Allow. Tension per SCREW = Pnt/ (F.S. of 3.0) = 237.9 lbs/screw II II II II II Allowable Shear per Screw = 618.5 lbs/screw II II Allowable Tension per Screw = 237.9 lbs/screw II II II II II II NOTE: Shear Governed By Base Metals. II II II NOTE: 1. Minimum Spacing of screws shall not be less than 3d 2. Minimum Edge Distance of screws shall not be less than 3d (May be 1.5d in direction perpendicular to force, when connection is subject to shear in one direction.) 3. The head of the screw or the washer shall have a diameter, dw of not less than 5/16 inch, washers shall be at least 0.050 inch thick. 4. Values may be increased 33% for wind or earthquake loads. PRELI M I N ARY U N LESS SEALED O N .EACH SH EEr O R O N CO VER SH EET ,b b: t' 1. ? Date: �...f �'f �• By:t C ,bb No.: SH.. �L S.E. CONSULTANTS, INC. COLUMN LOADS GRAVITY LOADS Roof Slope = 0.125 112 Length of Column = 10 feet Width of Building = 18 feet Average Bay Spacing = 9 feet Number of Lateral Columns = 3 Tributary Area to Column = 54.00 sq. ft. Dead Load = 1.00 psf Live Load = 20.00 psf Live Load (reduced) = 20.00 psf Total Dead Load to Column = 0.054 kips Total Live Load to Column = 1.080 kips Total Gravity Load to Column = 1.134 kips WIND LOAD = 0.197 Wind Uplift = 13.36 psf Dead Load = 1.00 psf Net Wind Uplift (W.L. - D.L.) = 12.36 psf Total Wind Load = 0.721 kips Total Wind Uplift to Column = 0.667 kips. LATERAL WIND LOAD = 0.145 W Wind, Lateral = 17.36 psf Height of Vertical Surface = 1.00 feet Wind Load per Column = 0.052 kips Wind Moment to Column = 0.521 ft -kips EARTHQUAKE LATERAL/LONGITUDINAL LOAD TO COLUMN -1997 UBC Zone = 4 Z = 0.4 1 = 1 Ca Cv = 0.64 Na = 1 Nv = 1 R = 2.2 T = 0.035 • (hn)"0.75 = 0.197 Vs= Cv x 1 / (R x T) = 1.478 W (30-4) Vs= 2.5 x Ca x I / R = 0.500 W (30-5) Vs = 0.11 x Ca x 1 = 0.048 W (30-6) Vs= 0.8xZxNvxl/R = 0.145 W (30-7) Total D.L+ 0.21-L. to Column = 0.054 kips Vs (Controls) = 0.027 kips p Reliability/redundancy Factor = 1 E = p'Eh = 0.027 kips (30-1) k, Earthquake Moment to Column(s) = 0.270 ft -kips Wind Governs See CFS computer run for design size PRELIMINARY UNLESS SEALED ON EACH SHEETORON COVER SHEET / .b b: (I, � f; Date: L/ I ()L/ By:a bb No.:Ct 6gSH.: I S.E. CONSULTANTS, INC. column seismic 97.xis CFS Version 4.11 Section: Tube 4x4x 16 ga. - unstiffened.sct Tube 4x4x 16 ga. Powers Std., Columns Rev. Date: 7/20/200310:45:44 AM By: Steve Schaub, P.E. Steve Schaub, P.E. S.E. Consultants, Inc. Page 1 Section Inputs ------------------------------------------------------------------------ Material: A607 Class 2 Gtade 55 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 55 ksi Tensile Strength, Fu 65 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 Tube, Thickness 0.06 in Placement of Part from Origin: X to center of gravity 0 in (in) Y to center of gravity 0 in 0.000 Outside dimensions, Closed shape 0.000 0.0000 Length Angle Radius Web (in) (deg) (in) 1 4.0000 0.000 0.13600 Single 2 4.0000 90.000 0.13600 Single 3 4.0000 180.000 0.13600 Single 4 4.0000 -90.000 0.13600 Single k Hole Size Distance Coef. (in) (in) 0.000 0.0000 2.0000 0.000 0.0000 2.0000 0.000 0.0000 2.0000 0.000 0.0000 1.5000 /oZ CFS Version 4.11 Analysis: UBC column analysis.anl 1 Span Continuous Beam Rev. Date: 4/26/20042:01:20 PM By: Steve Schaub, P.E. Steve Schaub, P.E. S.E. Consultants, Inc. . Page 1 Analysis Inputs ------------------------------------------------------------------------ Members Section File Revision Date and Time 1 Tube 4x4x 16 ga. - unstiffened.sct 7/20/2003 10:45:44 AM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.0000 10.0000 None 0.0000 0.0000 0.0000 Supports Type Location (ft) 1 XYTRxRy 0.0000 2 XT 10.0000 Loading: Dead Load Type 1 Axial Loading: Live Load Type 1 Axial Loading: Wind Load Type 1 Axial 2 Concentrated Load Combination: D+L Loading 1 Beam Self Weight 2 Dead Load 3 Live Load Brg Length K (in) 2.000 1.0000 2.000 1.0000 Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude NA 0.0000 10.0000 0.0540 0.0540 k Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude NA 0.0000 10.0000 1.0800 1.0800 k Angle Start Loc. (deg) (ft) NA 0.0000 90.000 9.8750 Factor 1.0000 1.0000 1.0000 End Loc. Start' End (ft) Magnitude Magnitude '10.0000 -0.6670 -0.6670 k NA -0.0520 NA k Bearing Length 1.000 in / s CFS Version 4.11 Analysis: UBC column analysis.anl 1 Span Continuous Beam Rev. Date: 4/26/20042:01:20 PM By: Steve Schaub, P.E. Load Combination: 0.75(D+W) Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Wind Load 0.7500 Steve Schaub, P.E. S.E. Consultants, Inc. Page 2 Member Check - 2001 AISI Specification - US (ASD) ------------------------------------------------------------------------ Load Combination: D+L Design Parameters dt 0.0000 ft, Right side: Lx 10.0000 ft Ly 10.0000 ft Lt 10.0000 ft Kx 2.0000 . Ky 1.0000 Kt 1.0000 Section: Tube 4x4x 16 ga. - unstiffened.sct Cbx 1.0000 Cby. 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 <= 1.0 AISI Eq. Loads: P Mx VY My Vx <=.1.0 AISI (k) (k -in) (k) (k -in) (k) + 0.000 = Total 1.1340 -1.894 0.0316 0.000 0.0000 Applied 1.1340 -1.894 0.0316 0.000 0.0000 Strength 5.8584 30.431 7.9474 30.431 7.9474 Effective section properties at applied loads: Ae 0.92850 in^2 Ixe 2.3788 in^4 Iye 2:3788 in^4 Sxe(t) 1.1894 in^3 Sye(1) 1.1894 in^3 Sxe(b) 1.1894 in^3 Sye(r) 1.1894 in^3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.194 + 0.075 + 0.000 = 0.269 <=.1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.062 + 0.062 + 0.000 = 0.125 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.004.+ 0.000 = 0.004 <=.1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 1999 AISI Specification (ASD) ------------------------------------------------------------------------- Load Combination: 0.75(D+W) Design Parameters at 0.0000 ft, Right side: Lx 10.0000 ft Ly 10.0000 ft Lt 10.0000 ft Kx 2.0000 Ky 1.0000 Kt 1.0000 Section: Tube 4x4x 16 ga. - unstiffened.sct Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx VY My Vx (k) (k -in) (k) (k -in) (k) Total -0.460 -6.062 0.063 0.000 0.000 Applied -0.460 -6.062 0.063 0.000 0.000 Strength 30.176 30.431 8.122 30.431 8.122 Effective section properties at applied loads: Ae 0.92850 in^2 Ixe 2.3788 in^4 Iye 2.3788 in^4 Sxe(t) 1.1894 in^3 Sye(1) 1.1894 in^3 Sxe(b) 1.1894 in^3 Sye(r) 1.1894 in^3 /C/ CFS Version 4.11 Page 3 Analysis: UBC column analysis.anl Steve Schaub, P.E. 1 Span Continuous Beam S.E. Consultants, Inc. Rev. Date: 4/26/20042:01:20 PM By: Steve Schaub, P.E. Interaction Equations AISI Eq. C5.1.1-1 (Mx, My, T) 0.155 + 0.000 + 0.015 = 0.170 <= 1.0 AISI Eq. C5.1.1-2 (Mx, My, T) 0.199 + 0.000 - 0.015 = 0.184 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY)' 0.040 + 0.000 = 0.040 <= 1.0 AISI Eq. C3.3.1-1 (My, V)0 0.000 + 0.000 = 0.000 <= 1.0 /5 NON CONSTRAINED POLE TYPE FOOTING PER UBC DESCIPTION OR LOCATION OF FOOTING COLUMNS W/ D.L. $ WINO ALLOWABLE SOIL BEARING = 1500 PSF ALLOWABLE LATERAL BEARING = 150 PSF/FT CHECK LATERAL BEARING CAPACITY A 4.36 h 2 A 2.34 P A= ------- S1 x b Load Due To Wind or Seismic? (Y/N M, Moment in Columr P, Lateral load = M / I - h Dist. in feet from ground to "P" d Depth of Concrete Footinc b Diameter of round footing Allowable Lateral Bearin Footnote d, Table 1804.2 Will structure be adversely affected by e 1/2" motion at the ground surface? (Y/N 2 x Allowable Lateral Bearing, per Footnote S1 Allowable Lat. brg. based on 1/3 of "c (limited to "d" = 12 feet Allowable Lat. Brg. w/ 33% Increas A = 0.169 Y 0.521 ft. kips _ 52 lbs. 10 feet = 3.25 feet = 1.67 feet 150 lbs/sq.ft. N = 300.0lbs/sq.ft. = 325.0lbs/sq.ft. = 433.3lbs/sq.ft. CHECK VERTICAL BEARING CAPACITY P(t.l.), Gravity Loa( = 1.134 kips Allowable Bearing at Min. Dept = 1500 psf Allowable Bearing w/ Increase for Dept = 2175 psf Allowable Bearing Value at Bottom of Pi( = 2175 psf A, Bearing Area at Bottom of Pie = 2.180 sq. ft. qs, Gravity Load Soil Pressun = 520 psf. O.K. - WITHOUT SKIN FRICTION Allow. Skin Friction = Allow. Bearing / E = 362.5 psf Skin Surface (Excluding top one foot = 11.8 sq. ft. Skin Friction = 4.3 kips NOT USED CHECK UPLIFT CAPACITY, IF APPLICABLE F, Total Wind Uplift Loac = Allowable Bearing Value at Bottom of Pi( _ Allow. Skin Friction = Allow. Bearing / E _ Skin Surface (Excluding top one foot = Skin Friction = 2/3 Dead Load of Pie = 2/3 Dead Load of Eartt = Total Dead Load = REQUIRED "d" = 1.44 FEEL < 3.25 FEET O.K. Diameter of Pier = 19.99 inches Depth of Concrete Footing = 3.25 feet CHECK STRESSES OF CONCRETE PIER fc, Compressive Strength of Concreb = 2500 psi Moment on Pier Due to Wind or Seismic? (Y/N Y S, Section Modulus of the Round Concrete Pie = 784 in A3 f, Stress in Plain Concrete Pier = M/; = 0.008 psi. ft, Allowable Tension = 1.6 x SQRT. f( = 80 psi. ft, Increased for Wind or Seismic = 106.67 psi. O.K. 0.67 kips 2175 psf 362.5 psf 11.8 sq. ft. 4.3 kips 0.7 kips 2.5 kips 3.2 kips OX PRELI M I N ARY U N LESS SEALED O N EACH SH EFT O R O N CO V EIR SH EFT .b b: ( }� Date: �� By: (3% .bb No.: SH(D S.E. CONSULTANTS, INC. SPREAD FOOTING W/ COLUMN CENTERED IN FOOTING DEAD LOAD RESISTANCE AGAINST UPLIFT Applied Uplift Load - Total Wind = 0.667 kips D.L. of Structure = 0.054 kips Volume of Earth in 30 degree Cone= 9.249 cu. ft. Dead Load of Earth = 0.925 kips DEAD LOAD MOMENT RESISTANCE AGAINST OVERTURNING Applied Overturning Moment = 0.521 ft -kips D.L. of Structure = 0.054 kips Length of Footing = 2 feet Width of Footing = 2 feet Thickness of Footing = 24 inches Dead Load of Footing = 1.2 kips Volume of Earth in 30 degree Cone= 9.249 cu. ft. Slab on Grade (y or n) N Length of Turndown = 0 ft Dead Load of Turndown = 0 kips Dead Load of Earth = 0.925 kips Total D.L. = 2.179 kips D.L. Resisting Moment = 2.179 ft -kips Required Factor of Safety = 1.5 F. of S. Against Overturning = 4.182 O.K. O.K. DEAD LOAD RESISTANCE AGAINST UPLIFT Applied Uplift Load - Total Wind = 0.667 kips D.L. of Structure = 0.054 kips Volume of Earth in 30 degree Cone= 9.249 cu. ft. Dead Load of Earth = 0.925 kips Dead Load of Footing = 1.2 kips Dead Load of Earth = 0.925 kips Total Dead Load Resistance = 2.179 kips F. of S. Against Uplift = 3.267 S.P. w/ 33% Increase = O.K. LENGTH OF FOOTING: 2 feet WIDTH OF FOOTING: 2 feet THICKNESS OF FOOTING: 24 inches REINFORCING: 4 - # 4's Loads Due to Wind or Seismic? (Y/N) both ways SOIL PRESSURE Allowable Soil Pressure = 1500 psf Increases for Width OR Depth = 0.2 Allowable S. P. w/ Increases = 1800 Loads Due to Wind or Seismic? (Y/N) Y S.P. w/ 33% Increase = 2400 psf Applied Overturning Moment = 0.521 ft -kips D.L. of Structure = 0.054 kips Footing D.L. = 1.2 kips Total Vert. Load = 1.254 kips e'= (Mr - OTM) / Total Vert. Load = 1.322 feet e=1/2 - e' _ -0.322 feet 1/6 = = 0.333 feet RESULTANT IN MIDDLE 1/3 S.P. = P/A +/- M/S Soil Pressure = 704.250 psf O.K. FOOTING REINFORCING fc = 2500 psi fy = 40000 psi d = 20 inches M, Moment = 0.521 ft. -kips Mu, Ultimate Moment = 1.7 M = 0.886 ft. -kips Assume a one foot strip Mu, = 1.7 M / Width of Footing = 0.443 It. -kips Beta = 0.85 Phi = 0.85 . rho, balanced = 0.031 M = 18.824 Rn 1.303 psi = 0.001 ksi rho, Req'd. = 0.000033 Req'd. As = 0.008 sq. in. / ft. Total As Req'd. = 0.016 sq. in. Total As Req'd. (Wind or Seismic) = 0.012 sq. in. USE: 4-#4's As = 0.8 sq.in. P{R�E�LIMINARYUNLESS SEALED ON EAC", SHrEETORON CO VER SHEET .b b: [ �l.L?:�_J� Date: i"� 0i--/ By jluc .bb No.: a�-�SH.: �- S.E. CONSULTANTS, INC. sfubcctr.xls r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET - `� Permit No. OWNER I A. P. No. e Proposed Building Use C, OU Permit Fee Based Upon: Complete Contract Price .DPW Valuation Other, (Ex Iain) Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted. i, Plot plans in duplicate/triplicate. 61011 3 . t 4. Complete engineered plans and calcs. it 5. Plans with Energy Design Compliance Statement. 6. CU'SD "Fees Paid ' Stamp on Floor Plan. 7. Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ i 9. Letter of signature authorization. Sanitation approval from__ Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner ❑, Mail to owner, 15. Improvements may be required. Contact Land Dev. Sec. of D.P.W. (see address below). 16. Mobilehome Installation Data. 17. Pre -inspection for required. 18. Recorded �g%pf"rJtl Fl Acknowledgment Statement . 19. Other DRIll onstructi.on approval required prior to occupancy When you issue the permit, proces��iis//as follows: Mail o owner. Mail to contractor. Telephone � —�?r20(aa hold for pickup at HO office. Deliver w/inspector. Other Applicant Date s � G G GENERAL INFORMATION BUILDING DEPARTMENT OFFICES HEALTH DEPARTMENT OFFICES Chico. . . . 196 Memorial Way Chico. . . . 196 Memorial Way Phone: 891-2751 Phone: 891-2727 Hours: 8:00 a.m. - 10:00 a.m. Hours: 8:00 a.m. - 9:30 a.m. Orovi I le . . . 7 County Center Drive Phone: 534-4541 Hours: 8:00 a.m. - 5:00 p.m. Paradise. . . 747. Elliott Road Phone: 872-2961, Ext. 57 Hours: 8:00 a.m. - 10:00 a.m. Oroville . . . 7 County Center Drive Phone: 534-4281 Hours: 8:00 a.m. - 9:30 a.m. Paradise. . . 747 Elliott Road Phone: 872-2961, Ext. 58 Hours: 8:00 a.m. - 9:30 a.m. PLANNING DEPARTMENT — 7 County Center Drive, Oroville —/Phone: 916/534-4601 CALIFORNIA ENERGY COMMISSION — 1516 - 9th Street, Sacramento — Phone: 916/324-3000 LAND DEVELOPMENT SECTION DEPARTMENT PUBLIC WORKS — 7 County Center Drive, Oroville — Phone: 916/534-4339 -iginal—Applicant - I F)osIr/ NG ov Ati rr I 61 14 'COUNTY OF'BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916'534-4541 PERMIT APPLICATION DATA SHEET Permit No. OWNER P-0ZT ��5 A. P. No. 30-43`j Proposed Building Use Ve-FACRSV Co ID DSL__ Permit Fee Base pon Complete Contract Price T&—""' DPW Valuation Other (Explain) Building Inspec Date ^ At time of permit application, I was advised the following data must be submitted prior to permit processing and/orissuance: 1. All items have been submitted. 2. Plot plans in duplicate/triplicate. 3. Complete plans in duplicate/triplicate. 4. Complete engineered plans and calcs. 5. Plans with Energy Design Compliance Statement. 6. State Energy Forms No. 7. Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ , 9. Letter of signature authorization. 10. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner ❑, Mail to owner 15. Improvements may be required. Contact Land Dev. Sec. of D.P.W. (see address below). 16. Mobilehome Installation Data. 17. Pre -inspection for required. 18. Other When u issue the permit, proc ss as follows: Mail to owner. Mail to contractor. When and(Olfor pickup at _office. Deliver w/inspector. Other i -- Applicant GENERAL INFORMATION BUILDING DEPARTMENT OFFICES Chico. . . . 196 Memorial Way Phone: 891-2751 Hours: 8:00 a.m. - 10:00 a.m. Orovi I le . . . 7 County Center Drive Phone: 534-4541 Hours: 8:00 a.m. - 5:00 p.m. Paradise. . . 747 Elliott Road Phone: 872-2961, Ext. 57 Hours: 8:00 a.m. - 10:00 a.m. Date HEALTH DEPARTMENT OFFICES Chico . . . . 196 Memorial Way Phone: 891-2727 Hours: 8:00 a.m. - 9:30 a.m. OroviIle . . . 7 County Center Drive Phone: 534-4281 Hours: 8:00 a.m. - 9:30 a.m. Paradise. . . 747 Elliott Road Phone: 872-2961, Ext. 58 Hours: 8:00 a.m. - 9:30 a.m. PLANNING DEPARTMENT — 7 County Center Drive, Oroville — Phone: 916/534-4601 CALIFORNIA ENERGY COMMISSION — 1111 Howe Avenue, Sacramento — Phone 916/322-3725 LAND DEVELOPMENT SECTION DEPARTMENT PUBLIC WORKS — 7 County Center Drive, Oroville — Phone: 916/534-4339 Original—Applicant — . J CO NTY OF BUTT N� 5222 / O IAL REC IPT''j G 1 Ov I EO A T NT ISSUING RECEIPT Received from s ,r The Sum of r I For n 4,L, --1 ,L, n Received: _41—cI�� Received By �_,41 Al CASH Title CHECK [ By I X - EAW95 COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)536-2140 WEBSITE: www.buttecounty.nel:Wds PERMIT NO. BP041331 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' 06/02/2004 APN'' 030-132-006-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 1232 12TH ST ORO Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: CARPORT, DECK 8r ALUM AWNING Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: HAWES, ROLAN D to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section P 0 BOX 5333 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA 95966 she is exempt therefrom and the basis for the alleged exemption. Any 534-7152 violation of Section 7031.5 by any applicant for a permit subjects the (530) applicant to a civil penalty of not more than five hundred dollars ($500).): O 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: COLEMAN, TOM Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 14841 KLAMATH COURT provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one MAGALIA, CA 95954 year of completion, the owner -builder will have the burden of (530) 873-0118 proving that he or she did not build or improve for the purpose of . sale.). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt and Article 3 of the Business and Professions Code eDat --d lwner: 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. ❑ 1 have and will maintain workers' compensation insurance, as Engineer: 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 A I certify that in the perfo ance of the work for which this permit is Census Code: issued, I shall not empl y any person in any manner so as to become subject to the orkers' compensation laws of California, and agree that if I s uld become subject to the workers' compensation provisions f Section 3700 of the Labor Code, I shall forthwith comply with thos provisions. Date: —C% Applicant: V— WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one �0 /n/ •C7L{vJ, hundred thousand dollars ($100,000), in addition to the cost of vX compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County .od® gnri/or I hereby affirm that there is a construction lending agency for the _Resolutions to do work in�diicated-ar5ove for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) _ Name: B . "�' Date: y . v U- Address: PERMIT EXPIRES ON: ate ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 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 to enter upon the above mentioned property for inspection purposes. �1 Print Name: �C2 61 0/9 M X /1/ Signature: ��L�(/—�/ Date: t ^ ,�2 — !9 44 ❑ Owner ❑ Contractor Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 PERMIT NO. BP o+m3 l! CRY. ZIP: E-MAIL: LICENSE NUMBER LICENSE TYPE: ARCHITECT/ENGINEER NAME: PHONE STREET ADDRESS: • FAX CRY ZIP: LICENSE NUMBER: E-MAIL: DESCRIPTION OR SCOPE OF WORK: A-wf.)IrJG ❑ 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 fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: Notes: Application Received by: 4:::�, Date: 5. 11 •c4 ' Receipt number: AoS4teW Amount Received: 534. cia V�^".nr7.-c._. �o ^;�f",•"..r_ yr rt' -;-,."1;.?,;. w-'.-.. f� .Z'Js%' le',.-.�_.•[sf:y."^•�+ �I"r�1.4."=:'f'�F""+'wr.-+ire: p.e-r,^:'•-c.y'-r.'F•'••r.: »-- ��:,.. z COUNTY OF BUTTE -DEPART f=i OF� DEVELOPMENT SERVICES -BUILDING DIVISION • 7 County Center Drive, Oroville, LA '.95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT �APPLI',CATION DATA SHEET OWNER: �Y65�? ASSESSOR PARCEL NUMB R �Proposed Building Use: J -Counter Technician: v ✓� I /� �vV Date: 1 Items required in order to apply fora jermi All boxes MUST be hecked OR°marked NA in order o apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. (D, 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and.signed calculations. a 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 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) Data sheets and installatioq inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plansthd calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings X. ❑ 13. Detached Accessory Building.Form filled.out by the ovine " p, 14. Hazardous Material:Form tn�1 ' ` 15. Sanitation and site plan e #approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicabl ❑ 16. Other ` Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Fou ;dation required ........................................... ......... ❑ 20. Erosion Control Plan Required ......... ............."....."......."""............."......."........... ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ` ❑ r 22. City of Chico Plumbing permit..............`:........................................................ ❑ 23. California Department of Forestry plan approval ❑paid. Sent by: :........ 7r ❑ 24. Planning approval (A) Use: . (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept...............I.......... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization................................................................... 8 :a, 0 33. Recorded copy of Agricultural Acknowledgment Statement ............................. .. t3� fly ❑ 34. Manufactured home utility clearance................................."..?..:...................... ❑ '35. Existing violations and/or expired permits.......................................................... ❑ 36. Deed Restriction........................................................:.. A. ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ LeA6 rom Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone ^7 3 o 11 and hold for pickup. I have been informed of the above izms and requirements for obtaining a building permit. Applicant.Date: 1. Index perms pli ti n or he ab ems numbered: Plan Ch ec Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above at phone, phone, ❑ mail, ❑ coun r, by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by' Date: tructural approved by:Date: C Ci4O Note transfer by: Date: Yellow: Building Division . Roland G. & Doris May, tl"OE-5 P.O. Box 5333 J J? LE r Is Oroville, Calif. 95966 To: Butte County - Dept. of Public Works Oroyille, California April 21, 2004 We, Roland G. & Doris May Hawes, do give the authority to aquire the building permits to Mr. Tom Coleman for: 1. A front deck and awning 2. The carport (not attached) for the mobile -at 1232 12th St., Oroville. AP# 030-132-006 Roland G. fiaifes -owner r Doris May H -owner CC: National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water LESS THANPollution ACRE Prevention Plan (SWPPP) Acknowledgement Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or. inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: TJ Title: Date: L ' NOTES r. ' RESIDENTIAL .r PERMIT NO. HAWES, ROLAND I a3 a 12TH ST, OROVILLE Cont: EXECUTIVE HOMES NEW MH PERM FND NEW SITE THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. r _ • SPECIAL CONDITIONS CHECKED BY i, SRA FLOOD CERTIFICATE REQ. j FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS OFFICE COPY USE PI Sr SUB'S+IAddress J 1 Z 1 GAS Meter By✓ Date e t i //I - w3'eo o �? cz s--? 0X665_3 JOB FINALED (Date) Signature ' f J=OK 0 = Not OK . = Not Readyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location-Test-Fall-C/0-Concrete 4. Water; Location-Test-Easement Needed (Sketch) 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG 11. Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect 8. Utility Clearance Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s Date Card B-1 Date Card B-1 Date 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 5. Elec.; Pool Lighting; 15 Volts-GFI 1. Zoning Requirements-Setbacks-Easements 2. Footings; Size-Spacing-Marriage Line 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 3. Gas; MH Test-Demand-Valve-Connector 4. Electricity; MH Test-Crossovers-Breakers-Clearances 11. Light Niche 5. Drain; MH Test-Fall-Flex Connector 6. Water; MH Test-Regulator-Connector Card B-1 Date Card B-1 7. Water and Sewer Connected-C/O to Grade-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_;A Date Card B-1 Date PERM ENT END SYSTEM (ONLY) o ' g Requirements-Setbacks-Easements o ngs; Size-Spacing-Marriage Line i n g gels; MH Test-Demand-Valve lectricity; MH Test 6. W� , MH Test 7 meter and Sewer Connected -8,.'-Gas and Electricity Tagged 9. its 1 icense Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 C14&0qc&C, 7 d 5ID--4--e- r 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-Con nectors 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.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -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 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 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. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 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 0 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 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 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 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels - 62. Insulation -Walls -Ceilings 63. I nfiltration-Wal ls-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 0 Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes O 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 i 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) 538-754 PERMIT NO. ' Ci� - !37 (a ASSESSOR APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 030 -132 -WG ZONING -R BUILDING PERMIT OWNER RCiLAND & DORISIi1AAWES TELEPHONE SQ. Fr. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS PO BOX 5333 . , s CA 95%6 1152 R 62,208. CyyO++NttT//R�AAC�/TT*�O�R��'S��N((AMME�E � + TELEPHONE 1 891-6992 CONTRACTORS MAIUNG ADDRESS 3042 ESPLANADE Q-1ICQ,CA 95973 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee 473/2 $ 235.50 Plan Checking Fee $ 23.0Q BUILDING ADDRESS 123 12 lh Energy Plan Checking Fee $ 1'# PERMIT FEE $ LOT NO. SUBDNISION5 NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome I3XOther SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Otherlg' Describe Work: 104 t11 ON PERM )END r0i STw.. Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 65.0101 ELECTRICAL PERMIT I Fling Feel 20.00 Main Serviceeoov oR LEss zoOA OR LESS 1 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�n infull force y�and effect. ' License Class — �i / Lic. No. 4 H LJ/� 1' 3 ( OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A J 46.00 NEW CONST. DwEwNG Occup. OR ADDNS. ( 6 L.0 OCS. so 3.5¢FT: r ON-RESID. MULTI -OUTLET @7,50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. OCCU P. OUTLET OR FUTURES B21 Q 1. 0 Ex. Occup. oFlx�e Aa oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43 • 00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. �1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insprance carrier and eeo__licy nu et are:.. 19 U A-) IJ Carrier 'Y Policy Number /,4 4.� -A G1 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certifythat in the performance of the work for which this permit is issued, I shall p p not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that H I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ovisions. forthwith comply=-/f——. X - �/� / � _ Date - Q Signature of Applicant -f . Owner ❑ Contractor Z*'Agent An OSHA permit is required for excavations over 60" deep and demolition or construction! of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ coral. TYPE TOTAL FEE $ 9 HAZ. D. IMP FLO COF pgpOFy pD HD SSUE V. This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. / By 0 ",{-t�' : ' ' Date PERMIT EXPIRES ON Date ReceiptNo..3 %LY7a/ ti¢q tS'If� WHITE-D.D.S.-B.D. CANAFJY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION A DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530)891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 4 CORRECTION NOTICE". OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above'iddress and should be corrected. Please notice this office when correction of work is completed. It you h questions pertaining to this matter, or need additional explanation, p1jease-c ntaclthis Ziec:?nmediately. pit �� Date ?Lf�l REV 10/92 Inspector A r COUNTY OF BUTTE - DEPARTMENT OF DEVILOPMENT SERVICES - BUILDING DI ON 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-,]W41 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 110 4 03 " )376 ASSESSOR PARCEL NUMBER 030-132-006 ZONING B ING PERMIT OWNER ROLAND & DORIS HAVIES TELEPHONE 5-34-71 5391152 SO. FT. OCC. BUILDING VALUATION R 62 208. . OWNERS MAILING ADDRESS PO BOX 5333 OROVILLE CA 95966 CONTRACTOR'S NAME EXECUTIVE HOMES TELEPHONE 891-6999 CONTRACTORS MAILING ADDRESS 3042 ESPLANADE CHICO CA 95973 CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 473/2 $ 236.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 93-00 BUILDINGADDRESS �� 2 k J i Energy Plan Checking Fee $ $ J � . PERMIT FEE $ 281.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome &7, Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Udlities ❑ Installation ❑ Others Describe Work: NE17 MH ON PERM END NE17 SITE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S 65.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 20.AORLESS 23.00 3,00 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 f rc and effect. �, / `b License Class �� Lic. No. (9 , 6 .1'O 3 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO lOooA 46.00so NEW CONST. OWE NG OCCUP. WE OR ADONS. 8 ACC. BLDS. SO 3.5¢FT. NEWMULTI-OUTLET NON 97.50 POWER APPARATUS a SINGLE oImET cIR. EX. Occup. OUTLET OR FD=RES .00 BAL @ 209 '. 0 Ex. Occup. ountTs Ro .DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My work s' compensation i n e carrier and sj►cy nu r are: n Carrier /�C, l) K)/' MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number 3 7 K — (The above sections need not be competed 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' compensa ' n laws of California, and agree that if I should become subject to the workers' co pensation provisions of section 3700 of the Labor Code, I shall forth ' c ply with rovisions. X Date J -Srg-n ure of A lic - ❑ Owner ❑ Contractor gent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories - height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE T T L FEE $ 189 HAZ. IMP COF PV PD H ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. to 2403 V i` IDafe Receipt No. 7`0 WHITE-D.D.S.-B.D. CAN V -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT -r^.rw•r`.�fti�i-r,.�{4,,f`Mrt.,y••--ay.'If'vi.rr.+`^r''T'r171 ''t'Vf'��" � � •" �.-M1v: i'^.'✓1,-.�1�i.1'.ir'•Y J"Y�..*�,:•l:r.-.�4.4rvsN'a,�.t-�.lw„�N+.v+.: ... �. e7 o i` l \ f ./00 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING IVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)5 -2140 PERMIT APPLICATION DATA SHEET OWNER: A0LArJJ e,0041s Hie&-v,6s . ASSESSOR PARCEL NUMBER 61 - 004' Proposed Building Use: /0-1 "J AM S I 7 le Counter Technician: (�• Date: S' /3- D Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. lot plans, 3 or 4 sets, signedky the preparer.of the plans. P .. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. /�- Engineered truss details and layouts in duplicate. No faxes! �46'Energy compliance design and supporting documentation in duplicate. W. 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. IM 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-si ng ed by the en ineer. 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. 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 41a7arc1nns Material Fnrm • Date Received By Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) �f�j V4.s as shown on the attached Schedule of Fees Due Sheet.......................................tement of Intent for Non -heated and A/C Buildings....................................•.........itation and plot plan approval from the Environmental Health Department inO�j ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... pA�iL 19. Planning approval for (A) Use: Z> < (B)Parking: (C) Parcel Check: 1.1.0- ❑ Contact Land Development about ❑ Improvements, ❑ Drainage ............................... tZo5 I. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy)P1O) _moi S ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization................................................................... l27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... /0 29. Existing violations and/or expired permits ......................................................... 0. rant Deed .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 f the above items and requirements for obtaining a building permit. Applicant: ,t7 Date: 1. Index permit application for the above items numbered 2. Additional items required I 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: C d Plan Check Letter phone, ❑ mail, ❑ counter, by Date: _ phone, ❑ mail, ❑ counte y Date: Plans approved by: Date: _Structural approved by: Date: Yellow Rnildino nivisinn OF 4 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District V` v ► '' v Building Department No. A.P. Number V 3O d "Q� �!J Jurisdiction: City County �O 5 t• Property Owner —'—" ra . Property Location/Address x Subdivision lbq-61C) 2 14th S �- Thorn o Lot No. :.................o............................o........................, )192 - Sq. Footage Addition/ 'Supplemental to (Group R) Conversion Permit # '(No foundation inspection): Sq. Footage Building Department Representative I (Floor Plans reviewed by School District Personnel) District Identification No. 030171 (Izlyl-k blu 4PA School District certifies that V (Street Address) )(City) / has complied with the requirements of Resolution No. representing I �' square feet. i School District Representative Paid by Check N N L� Remarks: (Including Exterior Roofed Areas) .12 03 Date i (Applicant) (Phone Number) (SState) (Zip Code) /ns --90 by payment of $ W44— I AB 2926. $ FULL MITIGATJON $ 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 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.As (10/98)dmm Residential Development No of Living Mobile Home Units Installation 1 � Commercial/Industrial F7 New Addition t� I/1 w "iCl A •� II./ :.................o............................o........................, )192 - Sq. Footage Addition/ 'Supplemental to (Group R) Conversion Permit # '(No foundation inspection): Sq. Footage Building Department Representative I (Floor Plans reviewed by School District Personnel) District Identification No. 030171 (Izlyl-k blu 4PA School District certifies that V (Street Address) )(City) / has complied with the requirements of Resolution No. representing I �' square feet. i School District Representative Paid by Check N N L� Remarks: (Including Exterior Roofed Areas) .12 03 Date i (Applicant) (Phone Number) (SState) (Zip Code) /ns --90 by payment of $ W44— I AB 2926. $ FULL MITIGATJON $ 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 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.As (10/98)dmm COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 y� SCHEDULE OF FEES DUE OWNER r10 L,4,Jd -00A4S %//6-Vr__r A.P. # PROPOSED BUILDING USE r " e -'-j -'-J7_1: vsrj 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES O Ac) O"oi .0,i paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential I x $360.00=$— 3�4,o Units Commercial (sq. ft:) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) 59 (�' Residential ...................—x—=$— J # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 030oi%L oo(z DATE RECEIPT # DATE REC. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES _ $510.00 (paid at Building Division) �— 7. SRA FIRE INSPECTION AND PLAN CHECK r $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) J 10.OTHER �� P '� �' " LV� 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. DATE 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) COUNTY OF BUTTE - DEPARTMENT OF DM. OPMENT SERVICES - BU L'DING DIVISION 7 County Center Drirva , Orovilla,'Cefifornia 45965 ► Telephone (S 0) Sag -15413- 13761140. APPLI CATION AND PERMIT P _ A-1� BUILDINGFERMrr n k- o I- . , ,, n %-`h'�i"E-r r�-. SQ. FT. O= sUE ma VALuknoiq • �rwrexs 1 M� acts r t � 1l01'� R�fFS: oat s— oa D=m % MQM .aortas A2 Y2- arez I stm xm=cws eater n a USEOFS RU=RE G" ;F 13 ❑ DOI= ❑ Mobfthoane � M �` mr s�t�r TYPE OMOM NewAdson ❑ Rm=del ❑ L10 = ❑ m Cl Mbar ❑ as WOrr_ i q i � � � / X L-1 g t /\ (N e_ Ali'ljli�1.l.!��I Zrl IISU MAM;t AQ6A �PStMXr FEE PAlD $ 369 c? 5� Ste« $ 5-0 AMOUNT R:C�V Gb $ 3 9— "TO arls pir IM0 COMM R.e�io:t4±. swyim ( mm► m .em► � m am= on mum n:MP AnPOM OA MrWr B DO= EA sawl=D B Faeu'"6i as FEE Is k� s.DD =D ZIDD ng Fea MOD DD 6.50 PERMT FEE I S NbbBe Horne Insimnsfon Fee Is Emu h:spe_d*n Fee I $ 4>uz , TO L FEE $ g �•.L � I P..7 COF „z1� !� G i I• 7h4s perml is he . ir" er 1he appFr_s51a provssoti of the Huff C=nty Coin and/or Ae--iuf .-m b cb bv7r apomabd e5ove for evhrh lies have been peii 9y Dst PEML4i T (p�p �SNi �ai¢ation =G 2 zoo 'Be S 20.00 Fea /z S/73 hmldmy Fea 2 S' Tian cbs-fig Fee S . S P—=.MiT Fm S 213 /, PO 'LtaMBING F�RiHiT nGng pee I 2D.D0 rapI 7.DD r beat puma wdar hCG•^ 23.DD ?§g MOD i w widw h��t or vwd 1 S.DD - O!yg ay_-bm 1 • S =gob 15-05-7 I SOWN 1S.DD r Hzma P;DgT Fm s MMAL R!-TTMR I Firm F:&--1 ZD.DD swyim ( mm► m .em► � m am= on mum n:MP AnPOM OA MrWr B DO= EA sawl=D B Faeu'"6i as FEE Is k� s.DD =D ZIDD ng Fea MOD DD 6.50 PERMT FEE I S NbbBe Horne Insimnsfon Fee Is Emu h:spe_d*n Fee I $ 4>uz , TO L FEE $ g �•.L � I P..7 COF „z1� !� G i I• 7h4s perml is he . ir" er 1he appFr_s51a provssoti of the Huff C=nty Coin and/or Ae--iuf .-m b cb bv7r apomabd e5ove for evhrh lies have been peii 9y Dst PEML4i T (p�p �SNi ' U� P11 10:47 I D :EXECUTIVE HONES 801 bz ment RecorRggE 2 24 -Jun -2003 2003-0041213 Has not been compared with AND WHEN RECORDED MAIL TO: original BUTTE COUNTY BUILDING DIVISION BUTTE COUNTY RECORDER 7 COUNTY CENTER DRIVE OROVILLE, CA 95963 i AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgement 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 farin operations. All that real property situate in the County of Butte, State of California, described as following: Lot 4, of Block 98 of THERMALITO, according to the Official Map thereof recorded in the Office of the Recorder of the County of Butte, State of California, June 8, 1887, said Lot 4, Block 98. TOGETHER WITH all that portion of I Iu' Street now abandoned lying Easterly of and adjacent to the above described parcel as described in the Resolution recorded May 3, 1955, in Book 1 of Road Books, at page 218 of bffl'ileial records. Date ��'� % PROPERTY OWNERS: 7f =--E State of California County of Butte On �j,"��-��j before me, / -e c$5 �� A%OrAutl Personally appeared ., ...611 ay C� G,{/� 44-7-S A4 xS perr y-lrne me'(or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s)•-i_s/are subscribed to the within instrument and acknowledged to me that 4uWsh&they executed the same in his/her/their authorized capacity(ies) and that by kisL w/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature ��/�-�� /(�1��....... - .-- Seal: MELISSA NORDEN A.P. # 30-132-006 COMM. # 1399913 TA �� c1 BUTTE COUNTY conn. . FEB. 10 1007 ENCROACTIMENT PERMIT ° ry" 1 3 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/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 Permit Number 02 6 6� District /- 6 APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information exce t signature must be typed or legibly rinted. 1. Applicant's e: E A la. Company Name: 2. Addres /JVIn- 576 (o `-'j 3. Phone: _ (tel &I Number: 4. Assessor's PXc p� v lh 5. Location of Work le %O 6. Applicant's Signature 7. Date: o CONTRAC OW S INFORMATION 8. Contractor's 9. Addre (;1_7-3 G 10. Phone: 11. Fax. 12. Contractors License Number. L �� J 13. Certificate of Insurance: Yes NO: ❑ 14. Contractor's Signature: 14a. Date Signed: s^�� 3 IS. Authorized AgenX TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ IP[ 17. Driveway (last Type): S 18. Other. PERAHT 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 ted. 19. Conditions � rlS! O, � �D'vC i+►� q� Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. dAll work shall conform to accompanying: Detail 9 Plans ❑ Special Conditions 21. Date Issued 27 22. Expiration Date: �::+ 7 23 Surety eS Mike Crump, Director of Public Works By: ** Note: If permits are faxed to any number besides (530) 538-4356, they can be delayed up to one weot Page 1 of 2 General Conditions — See Page 2 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 U�,137b M JN of d COPY of Document Recorded 13 -Jun -2003 2003-0038506 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgement 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, prurung, 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 following: Lot 4, of Block 98 of THERMALITO, according to the Official Map thereof recorded in the Office of the Recorder of the County of Butte, State of California, June 8, 1887. said Lot 4, Block 98, TOGETHER WITH all that portion of 11t° Street now abandoned lying Easterly of and adjacent to the above described parcel as described in the Resolution recorded May 3, 1955, in Book 1 of Road Books, at page 218 of records. Date > // c' 113 PROPERTY OWNERS: ,C'��sr�A G els-u�fs State of California County of Butte On Z%/041-31 before me, personally appeared C AlamAty peFseasll-1 HeWn-to fne-( proved to me on the basis of satisfactory evidence) to be thqtlerso s) whose(1ame s)0are subscribed to the within instrument and acknowledged to me that GOshe/they executed the same in dis her/their authorized aci ies) and that b3tJ 'her/their si nature s) on the instrument, the(lerson ) or the entity upon behalf of which the((erso s) Acted, executed the instrument. WITNESS my hand and official seal. ' --- - - - ' M. SUSAN GLATZ Signature Seal: COMM. # 1280664 NOTARY PUBLIC -CALIFORNIA COUNTY OF BUTTE A.P. # 030-132-006 C )'?Wn D Expires Oct. 16, 2004 It .. Building Permit Number: &13 Owner Name: Residential Construction Re uirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required -- - - ---- — Note: -We will normallyaccept the following -as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 1 of 2 Building Permit Nub er: Owner Name: Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. ❑ Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met.- All et: All structures and equipment including overhangs shall be clear of all easements. A setback of 5- feet from the side and _5- feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 o ig 0 v h� ��Ekmffli-!tl Do r1 Rp6 ��D.��,�z D D C C i T y w n --'E /- i I - NOTE: i See the attached Residental--C-Q uction Reguirernents Pages i _ l r - zy' � 1 � �o-►��ivE i iwc r%UNTV BUILDING DEPARTM " ► / a T H mi---�- 1. Owner's Name: 2. Assessor's Parcel Number: b3c� , `� — C)D (Q Io 3. Installer's Name: K Q -O Q 1,-- oP. - 41) (YI Q 4. Is the site currently under permit? Yes[ J No[ �ermit No. 5. Is the site an existing site? Yes[ ] No Ll"*"(If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? Amperes. 7. What is the mobilehome site circuit breaker rating? Amperes. 8. What is the electrical rating of the mobilehome site? Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] N-0�'N ] If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ J No['-jTfyes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Al" ere 11. 12 p s - Type of gas service at mobilehome site: Natural [Vll**' Propane[ ] None[ J Size of gas pipe at the mobilehome site from the meter or tank: -3� I ~1 inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? � (ft.). 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 Mobilehome Manufacturer: Manufacture Year: If other than single wide, furnish Setup Model Number: Width:,ZLIr (ft.) Length: A.gl (ft.) Tagalong or Expando Size On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation gradeM Other: SUPPORTS: Concrete block[] Other: Provide Tie Down Specifications for all Mobilebomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 Line 2 ................................................................................................. Line2.........................................Main ...... Beam.............................. : ........... Line I ........................................................................................... Main Beams ........................................................................................... ............................................. S Tag or Triple ine 4 *-*Fine 1 Line 1 Piers: Size minimum: r i x Spacing maximum: ` From ends -maximum: ` Line 2 Piers: Size minimum: [12 ] x Spacing maximum: 5 O ` From ends -maximum: I p ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): .ine 1 Line 2 ,ine 2 Line 3 Line 2 Line 2 Line I Line 1 Openings Size minimum: [ 1'Z ] x Each side of openings with width over: p Line 4 Piers: Size minimum: [ ] x [ Spacing maximum: ` From ends -maximum: AT pw L9An 1cL t *,4 . U-��on--MMEW ®li ly �V mm.�,I OVER s t u AI D -C z rl 71 O r- D O O -v rrl I r- tn -i Z O Z O IJ A to N Y m 0 W v� z �cc �1% \ M,R C coop Z MOBIL-1-110-NIE FOUNDATIO1,1 SYSrIU ' ,;;,a g [ DC7 -� r y 03 • C 1o, Do -U W N O Fri I 1' Z U N 00° owpg0 1 1 1 O N Z r rl cS i cl cl z APPLICABLE STAT':- LAWS AND REOULAIM.Ig -u e D -C z rl 71 O r- D O O -v rrl I r- tn -i Z O Z O IJ A to N Y m 0 W v� z �cc �1% \ M,R y MOBIL-1-110-NIE FOUNDATIO1,1 SYSrIU ' 11EALT11 ANC -.: I; : 5' C'JDE, SIiCI IUtr 15S) fel A e VI 00 1o, Do 0 11111 a� U �- Un a ��-�, 0... ^r;W SUBJEc-r : _ •- _ :;:;c"1'I0FlS 11(yllii) 1 1 1 n v� cS i cl cl \ APPLICABLE STAT':- LAWS AND REOULAIM.Ig -u e Stale of CelifornreW Department of Housing rand Connnunhy Develovin" r -U U U I,I D 0U° =O t 1 wouwr W z 1%1 Z �ry z o; } 0 . e a.. 1, U \ !1 \ ca x..N ro >< m o i Q0o o W —''00� -00 go _cz- V, 0 O. �O nit, ozx f*� p o 0 r A N 0 7mC r n r� x x �cc n a y g MOBIL-1-110-NIE FOUNDATIO1,1 SYSrIU ' 11EALT11 ANC -.: I; : 5' C'JDE, SIiCI IUtr 15S) fel A e VI 00 1o, Do 0 pv�1 a� D l SUBJEc-r : _ •- _ :;:;c"1'I0FlS 11(yllii) 1 1 1 1 i F1 AMOVAL DOES 7, T AU I I IURIZE UR A►FRUVE ANY MISSIONS OR DEVIA ;III F110h1 REWIRE AMUS UP > N APPLICABLE STAT':- LAWS AND REOULAIM.Ig -u e Stale of CelifornreW Department of Housing rand Connnunhy Develovin" r -U 0 0 U I,I DIVIS N or C ODES AND STANDiffnARDS BY - Ila �(Z [(! YDS 1 v ca wouwr SPANo. fr 7Li, flan Approval Exprra 4 A N 0 7mC r n r� x x �cc n a y g fel A e VI 00 1o, Do 0 pv�1 a� <, z r- m 1 1 1 1 A N 0 7mC r n r� x x GENERAL NOTESGUS GUARD'TUF 1 1. 4IGN I.OAIIS: LIVE LOAD - 30 LB. 16. FOUNDATION BLOCKS 16'x 16'x12' POURED IN PLACE AT GROUND LEVEL MAY — WIND LIVE LOAD - 40 XP BE USED AT INSTALLERS DISCRETION ALTERNATIVE TO PADS - - WIND LOAD - 80 MPH EXPOSURE •C' SElSMtC - - - _ . ZONE 4 *SNOW LOAD 100 PSF (SEE NOTE, FIS) SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES Z THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON E= Z' MIN, / 8' MAX. E= 2' MIN / I T' MAX - A FAIRLY L-Eia SITE WITH NO EXISTING SOIL PROBLEMS. E= 6' MIN. /16' MAX. S= 6' MIN. / ZZ' MAX. 3. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND S® FOR THE LOADS AS SHOWN IN THE 'MOBILE HOPE INSTALLATION INSTRUCTIONS', VARIES 10'-70' (SEE TABLE ON SHEET #3) 4. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (D -S.) CAN OCCUR, I E -�I S S , MANUFACTURED HOME SHALL BE READJLWED WHEN DS EXCEEDS 1/4', - S — �� E, OR WHEN IT WILL ADVEPSELY AFrECT MOBILE HOME UNIT • S. CARRY ALL FOOTINGS DOWN TO FIRM, UNDISTURBED SOIL FOOTINGS I I I ❑ ❑ ARE DESIGNED FOR 1,000 PSF TOTAL LOAD SOIL PRESSURE;, AND RIDGE BEAM SUPPORT AS SHALL BE COMPATIBLE WITH LOCAL SOIL CONDMONS. COMPACTED SAND MAY BE USED TO FILL � REQUIRED B7 MANUFACTURER - _.... LOCAL VOIDS UNDER PADS. � T � (TYPICAL) Q ❑ ❑ 6. STRUCTURAL ST-� FABRICATED ACCORDING TO AISC SP_CIFI; ATION.WELD aC,:oRD►NG To A1!5 sP_CtFLCAT1oN5 =? �."TRoa_—;7o ^ c., PLAT _�-%STM -TM _ _, ❑ A36 BOLTS -SAE GR -AS A449=ASTM 43,25. 7. THE GUS GUARD ASSZMBt r- c SHOWN ON THIS PAGE SHALL BE La'T.D AND LABF� .D B °.SK JI E• i NOM. AND ASL--ATES FOP. THE FOLLDWING LOADS. �' �' NOAI J �'� ❑ � I kQ_QWA3T.� LOADS: HOP.�OAiAL V-ERTICAL ZPADS IN ANY P L AIR MA, BE STANDARD W H. FOUNDATION G'S GUARD TUF-I 22001 6000# ROTATED 90 DEGREES OR OF- -SET TO OTHER SIDE TO PIERS AS RECOMMENDED BY PVC SERIES GLS GUARD MGP PAD Z20D� 6000E GUS GUARD E -Z TIE PAD Z200A 6D006 AVOID CLEARANCE PROBLEMS. THE MANUFACTURER OR THE -ENGINEER. -TYPICAL THROUGHOUT SUPPORT PAD (TYP) E DURING PRELIMINARY INSPECTION, THE ES71MATDR SHALL ENSURE THAT MOBILE HOME CHASSIS BEAMS ARE OF STANDARD SECTION. �4I L�JI. 9. �^ i1HG COACHES MAY BE R:iROrrM= TO Rc_. T SEISMIC FORCS BY V v IFSTALLING GUS GUARD TUF-i UNITS AS SHOWN ON TH.'S PAGE OF TYPICAL FOUNDATION PLANS. 10. THE „SIS GJARD TUF-1 S -=--MS MS ARE SAFE FOR INSTALLATION IN FLOOD • tr `� � \ '%a � C PLAIN AREAS WHERE DEPTH OF FLOODING DOES NOT ".0-;.:D THE HEIGHT OF THRcc FLET.' 6&; s f t J MULTIPLE UNIT INSTALLATION IS ACCEPTABLE PROVIDED s � rte' THE NUMBER OF TUF -1 UNITS UNDER EACH UNIT IS THE SAME AS SHOWN REOUIRED PER EACH UNIT. :2. SINGLE -WIDE UNITS RZOUIRE ADDITIONAL RESTRAINT. • (SI. SHEET F3) OF v P=\ `' 13. ALL METAL COMPONENTS AND ATTACHMENTS rW SHALL C PROTECTIVE COATED. 14. WHEN CONCRETE SLAB IS IN EXLSTANCE. PAD IS NOT REQUIRED. ANCHOR STAND TO CONCRETE SLAB WITH TUr - 1 PERMANENT FOUR (4) 1/2'x 3 1/2' EXPANSION ANCHORS. I5. GUS GUARD TUT -1 FOUNDATION SYSTEM PROVIDES FOUNDATION SYSTEM EM ALLDWABLE SNOW LOAD TO 100 PSF WHEN INSTALLED A3ESCO-GUS GUARD COMPANY WITH EXISTING STANDARDS REOUIRED BY COACH 5851 FLORIN - PERKINS ROAD MANUFACTURER OR REPLACE THEM ON A ONE TO OHE SAsiS.CA 95823 PH: (800) 382-8831 FAX: (916) 383-5207 - WAYNE T. POLVADO, PE -LISTING -NO. • F94249 SHEET 2 of 3 v-- e 1/2'x 3 1/2 - EXPANSION ANCHOR (4) REQUIRED 1 /2'x 8' LONG 3/4" DIA. x 18" LG. ANCHOR BOLT (4), REOUIRED (4) REOUIRED 3/8" CAD PLATED BOLT, NUT & WASHER COUNTER BORED FLUSH WITH BOTTOM .. - AT_ 8" O.C. \ (8) REOUIRED CONCRETE PAD INSTALLATION - POURED IN PLACE 16x16x12 CONCRETE fi FOUNDATION INSTALLATION CH,GSSIS F'2i AI1E -• - _ � ' 1• _- v 1Y,. - LIGHT HEA Y -WEIGHT PLASTIC PAD INSTALLATION � I 114' GRIPPER PATE ��+ 7C BOTTOM L3;1ili pM1r�-RIDS UIZI^S _ Su•�ria�TiJE urll':S (2) P,EOUtRED \ j OF PAD WIDTH OF HONG - I moic- I 2t 1 26' 1 23 1 I WIDTH OF NOM- I 8 1 0 HONE I 10 I T 2 I 1 z 1 16 114- vRIPPER BASE -�� M IUP TO :t' I 8 I - _" jp oo l 12 I i 2 I S I I IUP 10 L4 I 6 1 o I 6 1 6 is l 2' 18 I ILL' -j' iv Sri 8 1 ti I 8 i 8 red LOCK C.F. i 6E' -t' �o a01 20 i Ise -T' in Sol 10 1 10 1 10 1 10 i /2- i 3UN�-A3D7 x -G"-/ �� LOCK ?IN WITH NU1iB:R GrD I 2D I �L BOLT WITH NUTS / 01/3' BRIDGE TUt -. R QUIR REOUIREL / NUMBER OF i13F-1 (4) REQUIRED "SIN N.Q:�: SINGES WIDE UNITS R:-CUIRE (4) S -i TIE PA.^.S_ CL'S � a`�s TO BE PLACED AT A.DPRCr11LI.T�Y I r , GUARD TU. -t fr?5 ARE I ='JJA_ INTE,WAS ALONG EA --.4- FRA! SCH 40 P!PE R!SER WITH t• 01/2ADJUSTER HOES AND 3/E"�1 THICK TOP PLATE h T I A�% I _:•��' - 0 o 02' ^SCH 40 PiPr _ STAND WITH TWO 01, _ ADJUSTER HO!LS ASESCO AES PAD x503�77. STEEL FRAME 37" 1 TUF-1 PERMANENT FOUNDATION SYSTEM ABESCO-GUS GUARD CO) ANY 5851 R,ORW - PE LT141S ROAD SACRAMENTO, CA 95523 PH: (800) 382-8831 FAX: (916) 383-5207 T: S T ATE ^,PPROVAL yJ- acs_\` y zq .. ) ON, m p LJ c D< z r zu _-=L)72 oL cw. �`< z _ I h °IR _ z < A m r . re ;t VIN A WAYNE T. POLVADO, PE -LISTING NO. F94249 SHEET 3 of 3 --------------- -- - - - ---- ----- I a pegr DEC -------- --- +J�) 0 rLL CC. / e '�T I•d® o I'L'i1 uuu ur. EYE: di lal d'd11"U& ° ° a CC VIM" STAT STRI UM. +134a.el, I" u. 'TOP VIEW�II��11)�i11L.1`Iil`T• �IIDI��i •I°DR C1.AIZII'�'9 5 4ha+ a- pacecl _-50 .IY'A'TA& PL MD CC Ev. p J `t Sphere- cannot ----- MOBILE HhHE + OR vcmI m zo AII ° u 4p s �° • al I i9 6,�i�bad�e � 9•tfA6is ® �1� � • , 4?1W: L: ° t-rllARPIZAIL ° " IDE x: 214" PWSURE" rDECYIU6'- RFAT—ril -,A SIM.]; ' rp_W00DrAlAlr_r a ® ° �.� 4a ® �A PRECAST 4 4111 POST aL • • D 0-0f//!/4VifTNWHA BRACING. TyPIjMy_Ff® 8j]r1W_ S7,p/-sBIoloome 60NTY OF nU'TTE DEPARTMENT OF PURILIG oKs NI M. IrDOTINS7 Cumv cantor DtIve — nrawma. Ca99tmum minim SITE PLAN .. ........._.................... :...... ...................... man ,�, syr f f, 1-44-4--t-1--j— . -.. -. .. .. .. .. .. .. .. .. _. .. ..------ -4.2-1-61-04-4—j.. _•ts t. f- e , { v • 3 ^•{��, �' qq k N •1 • p A ��Itly4 W' ..........� .. .. .. .. .. .. .. .. ._ .. .. .. .. .. .. .. SdL.. ..y. ce .. .. TT-T? ............._...................__.................._.........._........_..... .. .. ..:.. 3i ..................... ........................ ..._..... . .»_. .. : : : : : ' q �p _ - : a .. .. .. .. ... _ .. ... .. .. .. _. .. .. .. .. .. .. ��, � � � -°•�. `�`'°f tax '�`. .: ��g. .. .. ... .. .. .. .. .. .. .. ... .. .. .. .. .. .. J( S 1- Fitt h. .-ate • y' i �A ........ � ski �.?.; �,_�4. .. .. .. -. .. .. .. .. .. .. .. .. a e gym' -c ... .. .. ... .. .. ............ : .. 3. IS ..±—A-2-01-10.. .. .. .. .. .. .. .. ... .. — — i.4•�p• _ ap ==7 r i c... .. ... .. .u• r' — t• • C3 - - 13 ... ... .. .. .. :v l: v.. .. _. .....: ..i-4-00.... j rig: S t t 7 t t ............. .. .. : : .. .. .. .. .. .. .. .. .. .. .. .. .. .. �.. .. _ .. .. .. .. .. .. .. .. .. ..0.4.4.4 ... .. .. _ .. .. ................. ... .........._............._ .. _ .. .. _ .. .. .. .. _ �•LAW Assessor's Parcel Number: 0 ® ®` 0 M A — Owner Name -D S Address! Phone No. d9OX Site Location l '�. 11 T a Contact: Name Pho 0 FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 100" - PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: -- USES: 18' Q J U lob, 18' 9 F ROOF RAMING PLAN 36" Ix=D-iro W14/ft. 5x(t)= 0'13 tn."3/ft. Sx(b)=1201 WA3/ft. Fg=eO kksT. /� POr rZR5 115511 50 &A. DF-GlG PROF I LF_ 8 1' 6' -1 69 3� ROOF DECK slope 1 /8:12 , CROSS SECTION 01 2 1/2" 4" TYPICAL INSIDE RADIUS 188" 10" X 2 1/2" X 14 GAGE GEE 4" X 4" X I&GA. TUBE Ix=11101 Tn.1-4 Sx=3.44 1n:`3 Ix=231 1n:`4 Sx=118 Tn %3 Fy=bS ksT. Fy=55 ksT. I'URL. IN COLUMN FINISH GRADE #4 BARS 12" O.C. EACH WA 9 9 9 18 9 1 3� 1El FINISH GRADE 4x4x16GA (6)COLUMN FOUNI)ATION .A_ .1 r (TYP.) GENERAL STRUCTURAL NOTES 1 CODE: BASE PLATE (SEE DET 5) 14 2001 California Building Code 16 C 1997 Edition of the Uniform Building Code 9 Contractor: 20 1996 American Iron and Steel Intitute Handbook of Cold–Formed Steel Design 22 2 Loads: v 26, 29 Roof Live Load = 20 PSF (RED.) Design Thickness-, Inches Wind Load Basis = 80 MPH, Exposure 'C' 0.0747 0.0598 Seismic Zone = 4 0.0359 0.0299 0.0239 10.6170 0.0135 0,0.120` 3 Foundations: - 0 1 V- 100 no s.ructural changes from the approved plans shall be made in the field, unless prior to making O N N Nf flo t� d- Allowable soil bearing value is 1500 PSF at 18" below finish grade or existing natural grade, whichever 0) a a. d is the lower elevation. Round or square caisson footing embedment depths for footings do not apply ° T 00 00 changes, ;arritten approval is obtained from the engineer. Shop drawings submitted the engineer for to locations where walls of the hole will not stand without supplemental support, or where N UNCOMPAC TED fill of organic fill material exists. Design lateral soil pressure per UBC Table 18-1–A � ry a for Class 5 soils. +-+ 0 0 X 00 -CI° 4 Concrete: Lv CL (2) - #4 (BARS EACH WAY All concrete herein required shall be done in accordance with ACI Standard 301-89, "Specifications for o 00 Structural Concrete for Buildings", which is hereby made a part of these documents, with the following changes (ire made without written approval, such changes shall be the legal and financial responsibility modifications: (TOP & BOTT.) Para 2.1.2 Cement shall comply with ASTM C150, Type Il, and shall contain no flyash. 4 ffi Para 3.2 F'c shall be 2,500 PSI , minimum @ 28 days for all concrete. of the contractor or sub–contractors involved and it shall be their responsibility to replace or repair Para 4.1.E The use of earth cuts for forms is permitted. Para 5.2 Reinforcing shall be new billeted steel complying with ASTM A615, Grade 40. 5 Structural 'Steel: the condiion as directed by the engineer. All structural steel shall be ASTM A36 (Fy=36,000 PSI) or ASTM A 572 GRADE 50 (Fy=50,000PSI); M All pipe siail be ASTM A 501 (Fy= 36,000 PSI) or ASTM A53, Type 'E' or 'S' grade "B" (Fy= 36,00 PSI). All tubular steel shall be ASTM a500 (Fy=46,000 PSI). All bolts shall be ASTM A325. Latest AISC and AWS codes apply. All construction per latest AISC handbook. All expansion bolts to have current I.C.B.O approval. All welding by welders holding valid certificates and having current SQUARE experience in type of weld shown on the drawings or notes. Certificates shall be those issued by and accepted testing agency. All welding by E70 series low hydrogen rods. (Use ASTM A706 – grade 40 reinforcing bars). All welding per American Welding Society Standards. stresses +md to hold structural elements in place during erection. The provisions shall remain in 6 Drawing sealing requirement These draiNings are to be wet sealed by the engineer. All copies shall bear wet seals. position until sufficient permanent members are erected to insure the safety of the partially erected If a copy of this drawing is disturbed without the proper wet seal the drawing is considered invalid. t I d s ecificationc re resent the finished structure. The duplication or copying of this drawing could mean the original drawing has been modified from its original content. All liability is removed from the below wet sealed. All wet sealed drawings are signed in blue inkand are accompanied with a red ink "VALID ONLY WHEN WET SEALED" stamp. 7 Steel Roof Decking: Steel roof deck shall conform to the specifications of the steel deck institute. FY = 80 KSI. Connections to framing members shall be not less than noted below: 1. 10 all transverse supports six (6) #12-14 TEKS screws per sheet. 2. l'nd laps use ,#10 Teks @ 18" o.c. - 3. Panel seams use #10 Teks @ 18" o.c. 4. Panel to run continuous over minimum two spans 5. Minimum spacing of screws shall not be less than 3 diameters. 6. The head of the screw or washer shall have a diameter, dw of not less than 5/16" washers shall be at least 0.05 "thick" All screws shall conform to SAE J78 provisions of structural screws. 8 Light Gauge Structural Steel Framing: All structural steel framing material and its erection shall be in accordance with the latest edition of the Ame6can Iron and Steel Institute "Specifications for the Design of Cold Formed Steel Structural Members". All weldinri to be prepared by welders holding a valid certificate and having current experience in light gouge steel. Certificates shall be issued by an accepted testing agency. Do not drill or notch members without prior approval of the structural engineer. All welding to be performed in an approved fabricators shop. Structural, steel members are furnished to a specified minimum yield point greater than 55 KSI. The grade ancI, the ASTM specification number or other specification designation shall be indicated by painting, decal, tagging or other suitable means on each lift or bundle of fabricated elements. Gage No. 12 BASE PLATE (SEE DET 5) 14 16 C 18 9 Contractor: 20 22 �Cf) 24 v 26, 29 30 Design Thickness-, Inches 0.1046 0.0747 0.0598 0.0478 0.0359 0.0299 0.0239 10.6170 0.0135 0,0.120` tt and BASE PLATE (SEE DET 5) q* 0 COLUMN (TYP.) C 9 Contractor: �Cf) v � Q /and The contractor must submit in writing any requests for modifications to the plans and specifications Z � � 0 (nN04m Q - 0 1 V- 100 no s.ructural changes from the approved plans shall be made in the field, unless prior to making O N N Nf flo t� d- 74. 0) a a. d W ° T 00 00 changes, ;arritten approval is obtained from the engineer. Shop drawings submitted the engineer for N � ry a o +-+ 0 0 X 00 -CI° review do` not constitute "in writing" unless it is noted that specific changes are being requested. If g . Lv CL (2) - #4 (BARS EACH WAY - U o 00 ' N changes (ire made without written approval, such changes shall be the legal and financial responsibility l�_ a (TOP & BOTT.) 4 ffi of the contractor or sub–contractors involved and it shall be their responsibility to replace or repair 4 4 Q Q a the condiion as directed by the engineer. M E 2`4' SQUARE Contractor shall provide all temporary bracing, shoring, guying or other means to avoid excessive stresses +md to hold structural elements in place during erection. The provisions shall remain in position until sufficient permanent members are erected to insure the safety of the partially erected t I d s ecificationc re resent the finished structure. 2 COLUMN FOOTING 2;1� COLUMN SOOT INS structures. The contrac s rut, ura ravings p p 3/4,Nm WICObservati(In visits to the site by the structural engineer shall not include inspection of the above items. The above notes and specifications shall meet or exceed all state and local code requirements before erection. (6)#12SCREWS �—M-7— (Fy = 50ksi) PL 1-1119 ATE PER SHEET 29GA "SB" d II t se the fabrication or erection of this str ct e. ROOF DECK 00 00 0 4x4x16GA 0 (6)COLUMN (8}#12SCREWS PER CONNECTION 3 FURL 1111 TO COLUMN t= TO SCALE (4)-#12 SCREWS PERS FACE OF COLUMN 4"x4"x16ga. —'--� SWEDGE COLUMNS The undersigne engineer wi no supervi (4) #12 SCREWS PER FACE—T,"", 0 AT BASE SWEDGE _ 3 7/8'x3 7/8'x6'l`�4 04 SWEDGE TUBE x ��vvtit�L►AMgC,I_ 0 16ga (THICK) C 61 570 rn BUTTECOUNTY. � xp:, 08-30-05 � T T 1IJ9�.T`1 N USE 1/2' 0 x 3 3/8' (EMBED.) BUIL[A � D1 �1 1 pry, i �` o CB❑ # ER 3ra31WEDGE–ALLHGRARR # 24682 A'S.n'y._ :.. �1vT� OF C ALFR, TO COLUMN �. COLUMN 5ASE PLATE e MOT TO SCALE 31-V ■ d1 q* 0 C �Cf) v � Q Z � � 0 (nN04m Q - 0 1 V- 100 O N N Nf flo t� d- 0) W ° T 00 00 TIM 0 -0 � ry Z't' "'� c +-+ 0 0 X 00 -CI° s„ Lv CL - U o 00 ■ C/) W ■ b d1 q* 0 z v � a N W TIM o r Will n -17, /-) - / --� e!;6N U,,�u 4:3z 00,0,1��6 - T - II.- 18' I ROO FRAMING PLAN 36" ix=.016 in."4/ft: SX(t)=_013 in^3/ft. Sx(b)=129 in^3/ft. F9=80 ksi. FONFR5 "55" 50 &A. GIG PROFILE CROSS SECTION 0 2 1/2" 4° TYPICAL INSIDE RADIUS lea, FF tt 10" X 2 1/2" X 14 GAGE CEE q° X1-41- X 166A.' TUBE - ix=1119 in^4 Sx=3.44 in^3 Ix, =231 iK'4 Sx=118 to^3' " Fy=55 ksi. Fy=55 ksi. FURLIN COLUMN 18' FINISH GRADE FINISH GRADE COLUMN E' I COLUMN (TYP.) F4 I V a 4 - ..a_4]l 1 A �d cl- Al 1 11. 4 CY7 J 1 cr=NTr=R I°OOTINC-s 3/4 18' 1 ArPHON �� ..�_ - PLAN ..� A FINISH GRADE (TYP.) a Q 4 - Q 4 1 I 4_ d I I d 4t (.a: M J 1A CORNEP,, FOOTiNC-s 3/4' (6)#12SCREWS 29GA "SB" PER SHEET ROOF DECK F(8#12SCREWS (4)-#12 SCREWS PE FACE OF COLUMN 4"x4"x16ga. "4x4x16GASWEDGE COLUMNS (6)COLUMNR CONNECTION 2 PUPL iN TO COLUMN 3 COLUMN TO COLUMN NOT TO SCALE NOT TO eCALE GENERAL STRUCTURAL NOTES 1 CODE: 2001 California Building Code W 1997 Edition of the Uniform Building Code 1996 American Iron and Steel Intitute Handbook of Cold -Formed Steel Design p 2 Loads: : z :3 T— 0) o ® cnL0oo Roof Live Load = 20 PSF (RED.) 664 N (n Wind Load Basis 80 ;MPH, Exposure 'C'ap to I Seismic Zone = 4 ,� 0 N rn Q0 sii �0000 3 Foundations: ,� 0 d- 00 O -v — ..� d- � .� Allowable soil bearing value is 1500 PSF at 18" below finish grade or existing natural grade, whichever cz ~--+ .. is the lower elevation. Round or square caisson footing embedment depths for footings do not apply U 0 a to locations where walls of the hole will not stand without supplemental support, or where 0� �0 -E LL_UNCOMPACTED fill of organic fill material exists. Design lateral soil pressure per UBC Table 18-1-A t for Class 5 soils. 0 p 00, I LO 4 Concrete: C/) All concrete herein required shall be done in accordance with ACI Standard 301-89, "Specifications for Structural Concrete for Buildings", which is hereby made a part of these documents, with the following modifications: Para 2.1.2 Cement shall comply with ASTM C150, Type 11, and shall contain no flyash. Para 3.2 Fc shall be 2,500 PSI , minimum ® 28 days for all concrete. Para 4.1.3 The use of earth cuts for forms is permitted. Para 5.2 Reinforcing shall be new billeted steel complying with ASTM A615, Grade 40. 5 Structural Steel: All structural steel shall be ASTM A36 (Fy=36,000 PSI) or ASTM A 572 GRADE 50 (Fy=50,000PS1); ' • All pipe shall be ASTM A 501 (Fy= 36,000 PSI) or ASTM A53, Type 'E' or 'S' grade "B" ` (Fy= 36,000 PSI). All tubular steel shall be ASTM a500 (Fy=46,000 PSI). All bolts shall be ASTM A325. Latest AISC and AWS codes apply. All construction per latest AISC handbook. All expansion bolts to have current I.C.B.O approval. All welding by welders holding valid certificates and having current experience in type of weld shown on the drawings or notes. Certificates shall be those issued by + and accepted testing agency. All welding by E70 series low hydrogen rods. (Use ASTM A706 - J grade 40 reinforcing bars). All welding per American Welding Society Standards. Uj v, 6 Drawing sealing requirement i These drawings are to be wet sealed by the engineer. All copies shall bear wet seals. If a copy of this drawing is disturbed without the proper wet seal the drawing is considered invalid. The duplication or copying of this drawing could mean the original drawing has been modified from its original content. All liability is removed from the below wet sealed. All wet sealed drawings are signed in blue ink and are accompanied with a red ink "VALID ONLY WHEN WET SEALED" stamp. 7 Steel Roof Decking: Steel roof deck shall conform to the specifications of the steel deck institute. FY = 80 KSI. W Connections to framing members shall be not less than noted below: 1. To all transverse `supports7ix--_(6) -#12-14-TEKS-screws-per-sheet:- =` - - --- - 2. End laps use #10 Teks @ 18" o.c. 9) 3. Panel seams use #10 Teks @ 18" o.c. (0 4. Panel to run continuous over minimum two spans 0) W 5. Minimum spacing of screws shall not be less than 3 diameters. 0 (V 6. The head of the screw or washer shall have a diameter, dw of not less • 0) a; than 5/16" washers shall be at least 0.05 "thick" All screws shall conform to SAE J78 provisions of structural screws. 8 Light Gauge Structural Steel Framing: ® _ All structural steel framing material and its erection shall be in accordance with the latest edition of J r the American Iron and Steel Institute "Specifications for the Design of Cold Formed Steel Structural Members". > C4 All welding to be prepared by welders holding a valid certificate and having current experience in light ® co gauge steel. Certificates shall be issued by an accepted testing agency. Do not drill or notch r members without prior approval of the structural engineer. All welding to be performed in an approved 0 fabricators shop. Structural steel members are furnished to a specified minimum yield point greater than 55 KSI. The grade and the ASTM specification number or other specification designation shall be indicated by painting, decal, tagging or other suitable means on each lift or bundle of fabricated elements. Gage No. 12 41 B T Vi�0 N 14 FBU1'LD,0dNG DIVISION 16 r 1 18 1 20 1 22 1 24 1 26 29 30 Design Thickness, Inches 0.1046 0.0747 0.0598 0.0478 0.0359 0.0299 0.0239 0.0179 0.0135 0.0120 9 Contractor: The contrcctor must submit in writing any requests for modifications to the plans and specifications and no structural changes from the approved plans shall be made in the field, unless prior to making changes, written approval is obtained from the engineer. Shop drawings submitted the engineer for review do not constitute "in writing" unless it is noted that specific changes are being requested. If changes are made without written approval, such changes shall be the legal and financial responsibility of the contractor or sub -contractors involved and it shall be their responsibility to replace or repair the condition as directed by the engineer. Contractor; shall :provide all temporary bracing, shoring, guying or other means to avoid excessive stresses and to hold structural elements in place during erection. The provisions shall remain in position until sufficient permanent members are erected to insure the safety of the partially erected structures. The contract structural drawings and specifications represent the finished structure. Observation visits to the site by the structural engineer shall not include inspection of the above items. The above notes and specifications shall meet or exceed all state and local code requirements before erection. The undersigned engineer will not supervise the fabrication or erection of this structure. e\ al T , oto P Y 13UILDIN02" cry � '. O H J W D 4 Z_ cc LL 41 B T Vi�0 N VLMD .jj //1 c UJ C( 1570 rri Exp. 06-30-05 FBU1'LD,0dNG DIVISION ��{�S�s��F�4�, V'y«cp'rs��'��tt .-�:Y -r F Ute. .� —711(,l � ( ��I <0df al T , oto P Y 13UILDIN02" cry � '. O H J W D 4 Z_ cc LL C N a N � o