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018-040-014
i 1 011-710-014 PERMIT#98-1538 KASZA, Attila 175 Falcons Pointe Dr., Chico F/��Ggl ¢FZft-y0U 011-71-0-014 99-2166 B KASZA, Atllla 175 Falcons Pointe Dr, Chico (1st reneiaal/98-1538)SF B07-1609 018-040-014 MISCELLANEOUS Private Pool NEW POOL MP 07-0013 175 FALCONS POINTE DR KASZA ATTILA & JENNI, B08-0709 018-040-014 MISCELLANEOUS Awning/Canopy/Carpt COVERED TRELLIS 681 SQ.FT./ RET? 175 FALCONS POINTE DR KASZA ATTILA & JENNI, Butte -County Department of Develonment Services _ " ---T1MtdNGS-,lXREC 171RCO-. ASSISTANT 7 County Center Drive Oroville, CA -95965 - (530) 538-7601 Telephone (530) 538-2140 Facsimile www.buttecountv.net/dds PLAN CHANGE E' RECHECK ❑ Owner's Name: t ufi, I" S7 -A- AP#' . C) `7' b - BP#:_% -%'�_ Received By: 0* Date: _ h /C) Time: j 0 % %S A. Contact Person & Phone Number: 16(24 *-✓i I'S 9% qqq , PURPOSE .OF PLAN CHANGE OR RECHECK �-r✓ V �S 16,E � Crstw+ t—r z i� 1� ZJ�-n.e O Response to Inspector's Correction Notice - Inspector's Name: O Response to Plan Check Letter - Plans Examiner's Name: *Submit two (2) drawings reflecting the plan change or recheck for plan review. If engineering is involved, .the engineer or architect must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations involved. WHEN APPROVED: O Call and hold for pick-up. 0 Deliver with Next inspection ( for 8 Y2 X 11 only) Minimum plan change fee to be collected at time of submission, plans examiner. will determine if additional plan checking fees are needed: Minimum $127.00 paid. O Additional Fee Amount: Receipt #: Revised 07/09 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 175 FALCONS POINTE DR Owner: Permit No: B08-0709 APN: 018-040-014 KASZA ATTILA & JENNI, Issued Date: 05/02/2008 By KEJ Permit type: MISCELLANEOUS 175 FALCONS POINTE DR Subtype: Awning/Canopy/Carpt CHICO, CA 95928 Expiration Date: 05/02/2009 Description: TRELLIS (681) RETAINING WALL (530) 345-6487 Occupancy: Zoning: PUD Contractor Applicant: Square Footage: LIFESCAPES A LANDSCAPE COMPANY LIFESCAPES A LANDSCAPE Building Garage RemdVAddn 1388 LONG FELLOW AVENUE #10 1388 LONG FELLOW AVENU: CHICO, CA 95926 CHICO, CA 95926 Other Porch/Patio Total (530)894-5433 (530)894-5433 681 681 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Awning/Canopy/Carport $421.93 DBMSC Retaining Wall $421.93 DBOMSC Expedited Plan Check 1. $178.47 DBSMIP Residential $1.09 PW DRAINAGE $559.70 Total Charged: $1,662:02 Fees Paid: $1,662.02 Balance Due: $0.00 Receipt No: B7212 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Ppires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License LIFESCAPES A LANDSCAPE C C547413 / C27 / 2 Q Cf Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDEN P ALTY OF PERJURY that I am licensed under provisions of Chapter 9 (com en ing with Sectio 00 of Div' ' 3o e B iness and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in II rce and effe of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 055/02/2008 [$500]; Please check one of the following: Contractor's Signature Date I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). } I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ✓� ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law Bows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: NORTHERN INSURppolicy Number:WC4368F_ Exp. Date:04/01/2009 Contractor's License Law.). _ — (This section need not a completed if the permit is or onFur. r�llars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compe ation Laws of California, and agree that if I should become subject to the workers' X 055/02/2008 mpe salion provisio s of ction 3700 of Labor C de, I shall forthwith comply with those Owner's Signature Date ovi ons. Ilfthe X 05/02/2008 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signare Date WARNI G: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of is permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. us br=anof any sid walk, street, or subsidewalk. I hereby authorize representatives of Butte C unty to ter he ve nti ned property for inspection purposes. I hereby certify that I am the p operty m out Drize to act o th property owners b���f. e o Cl5/02/2008 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name Of ftrehittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 c.v. code) 1 Owner � Contractor Oji; Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. . sins 0? lbl /6 "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name Firsre Z Mailing Address dd- s5 EA LCON 'S PQ I NYE Or. City C t,, CZ, StateC k zp 9 S 426 Phone 5 Q 3y S (flyg"7 Fax i Email Gr S Z 6( Gt (; be(� , h cf CONTRACTOR Name Lz -e s c Address t t S e r S S 4- -0 (r' C> Address State C City ` La tate C A I Zip 9S q 26 Phone 3o 8q cl S L(3 3 Fax 30'3c( 3 y 6� E-mail 'k 4 v. Q— 1 i Ce_S c0. S. Cit S Lic. # 5L( -7 L4 (3 Class C -Z , ARCHITECT/ENGINEER Name ( ^ Address t t S e r S S 4- -0 (r' C> City C� ` C Q State C Zip Phon`ee�o 3L4 2-0302 Fax,3v 342 h3'6Z Email State License Number L. 2S -70`S7 P�RpOJE/CT LOCATI N AP# 7) Property Address L75- t=- A L CO N S \gyp I N TE= City C X14- co WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed contractors, a certificateof worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name O � . Address a DESCRIPTION OR SCOPE OF WORK: APPLICANT INFORMATION Name k� s+6 V% e SRA I Yes No Address `.3 lb City co ate C ZiP9S 2 6 Phone 5747 Fax(, FS30 55-�L(763 E-mail K-1 ` eV-., Q, t ,� Sea pes ,L -i 5 P�RpOJE/CT LOCATI N AP# 7) Property Address L75- t=- A L CO N S \gyp I N TE= City C X14- co WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed contractors, a certificateof worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name O � . Address a DESCRIPTION OR SCOPE OF WORK: ° wC)� -� r� l c 5 ',k �o o k� s+6 V% e SRA I Yes No Occ. Type Const. L s9 Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous.use): T <lq 1�- 61' 12 For office use only: Zoning (JIQ I Flood Zone SRA I Yes No Occ. Type Const. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds www.buttegeneralr)lan.net EXPEDITED PLAN REVIEW REQUEST SITE ADDRESS: coma's PERMIT NO:g6 "6 70 q SITE APN: _ TYPE OF WORK: �r- r \ + / r��c.� �'J t Residential ❑ New ❑ Alteration 19 Addition ❑ Misc. Structural L"--� C ve C•t l / aas I ("L-1 -Q- El Non - Residential ❑ New ❑ Alteration ❑ Addition ❑ Misc. Structural I hereby request that the Building Division plan review for this project be expedited using overtime, including recheck, provided that staff is available and the workload allows time to fulfill this request. This does not include processing through other departments such as Planning, Environmental Health, Public Works, California Division of Forestry, Ag Commissioner, etc. I understand that in addition to the normal plan check fee, an overtime fee will be charged and collected prior to permit issuance. The additional fee will be calculated at 1.5 x the current Building Division hourly rate x the hours spent. The applicant listed below will be notified if this request can be honored. I also understand that this is a request, and not a guarantee that my project will be expedited, and Zt t this program is voluntary and based on availability of plan review staff. GAS 17-200'8 AppJicar}t's Name (print) Date Applicant's Signature Telephone Number AApproved ❑ Not �-7 LD� Signature of Building DepaAenA Official Date CADocuments and Settings\pstockton\Local Settings\Temporary Intemet Files\OLK9A\Expedited Plan Review Rev'd�9-21-07.doc Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive BUTTE Oroville, CA 95965 COUNTY (530) 538-7601 Telephone (530) 538-7785 Facsimile APP 2 5 2008 www.buttecounty.net/dds DEvimopmENT SERVICES PLAN CHANGE ❑ RECHECK � Owner's Name: 0 -72 BP#: —c=JSI ' 709 Date: Li -as-off Contact Person & Phone Number: AP#: b I 1� - 040 Received By: _ Time: PURPOSE OF PLAN CHANGE OR RECHECK ❑ Response to Inspector's Correction Notice – Inspector's Name: IR Response to Plan Check Letter – Plans Examiner's Name: F � , i 0 *Submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations involved. WHEN APPROVED: ❑ Mail to Call 5'�o v(!� 1-I S I and hold for pick-up. ❑ Deliver with Next Inspection ( for 8 V2 X 11 only) Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $118.98 paid. ❑ Additional Fee Amount: Receipt #: Revised 2/08 from the design desk of.... Russell, Gallaway Associates 115 Meyers Street, Suite 110 Chico, California 95928 (530) 342-0302 fax 342-1882 www.raa-chico.com April 23, 2008 County of Butte, CA Assessor Parcel Number: 018-040-014 Building Permit Number: B08-0709 (Retaining wall, Trellis) Reply to Plan Check to the Kasza Residence Retaining wall & Trellis. Answer to plan check reply in order of plan check comments. Comments Provide engineers wet stamp and signature on plan sheets for the retaining wall. The retaining wall sheet will be stamped and signed. BUTTE COUNTY AP;I 2 5 2008 DEVEt.OT-4 T szv-.vlCEs 2. Please clarify or remove note on the retaining wall calculations indicating "these calculations are for preliminary design only and should not be used for construction without review by a qualified engineer". 2. The software does not allow the note to be removed. I am assuming the note is there so the calculations are not submitted by an unlicensed designer. We are qualified engineers; we performed and reviewed the calculations. Thank you, Clint Petersen Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds C 00-z National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-0709 Date: 04/17/2008 Location: 175 FALCONS POINTE DR By: TMP Parcel Number: 018-040-014 Sub Type: Awninp-/Canopv/Carr Owner Name: KASZA ATTILA & JENNI, Phone: (530) 345-6487 Description: COVERED TRELLIS 681 SQ.FT./ RETAINING WALL 157 L. FT. By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: AA14. Lr t', Title: Cp v\.V'C- C.3 C.J P—e- r --- FILE Date: 04/17/2008 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. fd Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codesibutteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-0709 Date: 04/17/2008 Location: 175 FALCONS POINTE DR Parcel Number: 018-040-014 Owner Name: KASZA ATTILA & JENNI, Phone: (530) 345-6487 Description: COVEREJ) TRELLIS 681 SQ.FT./ RETAINING )PALL 157 L. FT. Signature of Applicant: D, 9 AAAA) J \--\ /V -1J- -'� Date: 04/17/2008 APRIL 17, 2008 B A C H M A N'& ASSOCIATES BUTTE COUNTY DEVEMPMENT SERVICE 7 COUNTY CENTER DRIVE OROVILLE, CA. 95965 ATTN; PHILO HUNT On April 16, 2008, I made an inspection of the pool by CAREFREE Pools for ATILLA KASZA at 175 Falcon Point Road. APN 011-710-014. The Permit #07-1609. The reviewed that all the work done in accordance with Bachman and Associates plans and all work on the Pool appears to be in order. I hope that this will ensure that Bill Bell can get to work Very truly yours, A.W�.B hman R.C.E.#16803 A Ex Lt1~ Mi. uvi ';j #3 Dana Point Road Chico, CA 95928 .60-7— 14,07 WM COUNtY BU'-:_IDING DIVISION PROVED ENGINEERING 0 . SURVEYING PLANNING 0 DESIGNING 3012 The Esplanade, Chico, California 95926 Telephone: (916) 342-4136 /W/ � 0149-040-01+ (14-5z A-- I P/N 67-/6®f , ke e/?- 640-, Mc' p °-6 -6•�p Poo l -t'�oiri �sS�" 6 $ rK/� (�_ eo6 r , c:)0S •-n�h T 10� L C prl c:-:/- $3B rr<�' C K re -If re %'J o f 12— ,-,.' -'�- (/ Ln TV, o v9 f- _Zl<ov�✓2 G c.( w Uxx r V c u ✓.,t2 ( ✓1 J ©6 1-3 G.i- G" off, e. vv_ . ry)n - 33 y,o, rF� P� L L o Ar vLe L/25yj� _ (o,yJ�3 _ 33�,k Ud-e, 3.3 Jh S�eQ, iy c�R.alc iH c2v r � BUTTE O® BUWDING DIVISION `! ' APPROVED �< . CIVIL (LQl). Z/r-71,77 . A5: 22,hZ Cts3c,t G 'C) $ rK/� (�_ eo6 r , c:)0S •-n�h T 10� L C prl c:-:/- $3B rr<�' C K re -If re %'J o f 12— ,-,.' -'�- (/ Ln TV, o v9 f- _Zl<ov�✓2 G c.( w Uxx r V c u ✓.,t2 ( ✓1 J ©6 1-3 G.i- G" off, e. vv_ . ry)n - 33 y,o, rF� P� L L o Ar vLe L/25yj� _ (o,yJ�3 _ 33�,k Ud-e, 3.3 Jh S�eQ, iy c�R.alc iH c2v r � BUTTE O® BUWDING DIVISION `! ' APPROVED �< . CIVIL (LQl). Z/r-71,77 . 0- 0. 1 will be2w, ovi e -(as+( -C. -Fojn .a:t-to- - Support- cum)Oe r—�O,I 5Par, /end ttl. L VI) Al = 15(.IS0 = o75K/' w RX = h (, o Z�-� Cw T- 3 I • �o v ?.nc�- K pv-o,),ded. by l00 McCAAWi- r,7o, {- . L = V a V, (4--r) Sol ISv low rade v+� odw (us R2� Fo�v�dat�o� �r.�lysts a-Ad� IJe�tS� Foy Jo"Sep1-e.5 IC -00(e 1- I)(Jes kS of -75-15o �or- C(c�. ye p S011 w , q 4 be K dk r v-,9 N o v -e kt s 2,tAd:. P r2 ss u r e s Cyo- 3oo)- �JY c3✓L���SI$ pvr IOoS.eS� OISS��2 h5 = �O -t'� (5� �bS/rh Ih 2 uSe. KS 1-72.5K/F� �f Z av5 u� lie be- (ass �-� 10 sv4i u, V g 6 S O l 1 C- I 0, e!; I� �r File >MCAP2 7:45 AM 11/ 5/96 ------------------------------------------------------------------------ Rev 5-0.1-95 Concrete section moment capacity ------------------------------------------------------------------------ Description >> 0-- w _0 ------------Section data-----------I---------Material constants --------- b > 12.000 inches V c > 2.500 ksi d > 10.000 inches fy > 40.000 ksi B > .850 > .900 --------------------------------Load data ------------------------------- Factor Mu M dl > .000 ft -kips 1.400 .000 M 11 > 2.240 ft -kips 1.700 3.808 M wind > .000 ft -kips 1.700 .000 M eq > .000ft-kips 1.870 .00'0 Modifier > 1.000 Mu > 3.808 ft -kips As regd. > .171 in"2 Includes 33$ increase since p actual is less than p min. ------------------------------- -------- Actual As > .172 in'2 --p <ok> #-- Pmin. > .005 <200/Fy> p actual > .0014 <p=As./b*d> T > 6.880 kips <T=As*Fy> a > .270 inches <a=T/(B*Ffc*b)> ¢Mn > 5.090 ft -kips > Mu - <ok> ------------------------------------------------------------- f p2 OZ ... .. AnalysisGroup (TM) S fT INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Tue Nov 05 07:43:29 1996 PROJECT TITLE : 6' RETAINED - POOL PERIMETER ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .......... BEAM GEOMETRY INFORMATION .......... SPAN SPAN MOMENT SOIL NUMBER LENGTH OF SUBGRADE INERTIA MODULUS 1 12.000 0.0101 172.800 ........... RIGID SUPPORT INFORMATION .......... SUPPORT SUPPORT ROTATIONAL NUMBER TYPE SPRING K 1 RIGID 425.1410e--- G�"� T `i"°'" fD 2 FREE NOT APPLICABLE NUMBER OF OUTPUT SECTIONS PER SPAN : 10 .......... BEAM LOADING INFORMATION .......... LOAD NO 1 TOTAL LOAD N/.*T 1.167. of C-,Vc. FvoL Pool. y,(L,Lc SPAN WA WB LA LB P 1 -8-8$6' 3'�--0 1 -9.9$8 iR 1 -0.0750 -0.0750 0.000 10.500 .LE/Y6771-f DrAApl. -0.975 0.000 0.000 �p tnp•7 of Lc.417 M L 0.000 10.. 500 -2.240 10.50 0.000 -6- 4e- Q.� �/aSrDl ..&i... AnalysisGroup(TM) ....... INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Tue Nov 05 07:43:29 1996 PROJECT TITLE : 6' RETAINED - POOL PERIMETER ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .......... RESULTS FOR LOADING NUMBER 1 .......... .......... TOTAL LOAD .......... BENDING MOMENTS ......... SPAN NO. 1 0 DISTANCE MOMENT FROM LEFT END 0.000 -0.019 1.200 0.088 2.400 0.100 3.600 0.021 4.800 -0.151 6.000 -0.418 7.200 -0.767 8.400 -1.150 9.600 -1.450 P" zS 10.800 0.500 12.000 0.000 BOEF LIST> 1 BEARINGS AnalysisGroup(TM) INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Tue Nov 05 07:43:30 1996 PROJECT TITLE : 6' RETAINED - POOL PERIMETER ENGINEER: FRANK GLAZEWSKI PROJECT [NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .......... RESULTS FOR LOADING NUMBER 1 .......... .......... TOTAL LOAD .......... BEARING REACTIONS ......... SPAN NO. 1 DISTANCE BEARING FROM LEFT FORCE END 0.000 0.000 1.200 0.009 2.400 0.012 3.600 0.011 4.800 0.008 6.000 0.015 7.200 0.048 8.400 0.126 9.600 0.273 10.800 0.501 12.000 0.739 BOEF LIST> 1 EXTREMES ..:.i... AnalysisGroup(TM) ....... ...... INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Tue Nov 05 07:43:30 1996 PROJECT TITLE : 6' RETAINED - POOL PERIMETER ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .......... RESULTS FOR LOADING NUMBER 1 .......... .......... TOTAL LOAD ........... EXTREME SHEAR FORCES ......... SPAN POSITIVE DISTANCE FROM NEGATIVE DISTANCE FROM NUMBER SHEAR FORCE LEFT END SHEAR FORCE LEFT END 1 0.776 10.800 -0.133 0.000 ........... EXTREME BENDING MOMENTS .......... SPAN POSITIVE DISTANCE FROM NEGATIVE DISTANCE FROM NUMBER MOMENT LEFT END MOMENT LEFT END 1 0.500 10.800 -1.450 9.600 ........... EXTREME DEFLECTIONS .......... SPAN POSITIVE DISTANCE FROM NEGATIVE DISTANCE FROM NUMBER DEFLECTION LEFT END DEFLECTION LEFT END 1 0.00000 0.000 -0.004.28 12.000 ........... EXTREME BEARING REACTIONS .......... SPAN BEARING DISTANCE FROM NUMBER REACTION LEFT END 1 0.739 12.000 BOEF LIST> FINISH AnalysisGroup TERMINATION.... .'.i... AnalysisGroup (TM) ....... - . INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Tue Nov 05 07:38:32 1996 S�j PROJECT TITLE : 6' RETAINED - POOL PERIMETER w~� ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .......... BEAM GEOMETRY INFORMATION .......... SPAN SPAN MOMENT SOIL NUMBER LENGTH OF SUBGRADE INERTIA MODULUS 1 12.000 0.0101 172.800 ........... RIGID SUPPORT INFORMATION ........... SUPPORT SUPPORT ROTATIONAL NUMBER TYPE SPRING K 1 RIGID 425.1350 2 FREE NOT APPLICABLE NUMBER OF OUTPUT SECTIONS PER SPAN 10 .......... BEAM LOADING INFORMATION .......... LOAD NO : 1 TOTAL LOAD SPAN WA WB LA LB P M L 1 0.0000 0.0000 0.000 12.000 -0.975 0.000 10.500 1 0.0000 0.0000 0.000 12.000 0.000 -2.240 10.500 1 -0.0750 =0.0750 0.000 10.500 0.000 0.000 6.000 1 -0.3740 -0.3740 0.000 10.000 0.000 0.000 6.000 .'.�... AnalysisGroup(TM) ....... 16 ...... INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Tue Nov 05 07:38:32 1996 PROJECT TITLE : 6' RETAINED - POOL PERIMETER ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .......... RESULTS FOR LOADING NUMBER 1 .......... .......... TOTAL LOAD .......... BENDING MOMENTS ......... SPAN NO. 1 DISTANCE. MOMENT FROM LEFT END 0.000 -0.285 1.200 0.411 2.400 0.656 3.600 0.621 4.800 0.422 6.000 0.103 7.200 -0.269 8.400 -0.712 9.600 -1.163 i¢0.+62 10.800 0.558 12.000 0.000 BOEF LIST> 1 BEARINGS . AnalysisGroup(TM) ....... INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Tue Nov 05 07:38:32 1996 PROJECT TITLE : 6' RETAINED - POOL PERIMETER ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .......... RESULTS FOR LOADING NUMBER 1 .......... .......... TOTAL LOAD .......... BEARING REACTIONS ......... SPAN NO. 1 DISTANCE BEARING FROM LEFT FORCE END 0.000 0.000 1.200 0.139 2.400 0.256 3.600 0.336 4.800 0.378 6.000 0.397 7.200 0.409 8.400 0.438 9.600 0.509 10.800 0.645 12.000 0.786 BOEF LIST> 1 EXTREMES I,0 1KS� — o�- .. o, �.... AnalysisGroup (TM) ....... ..... INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Tue Nov 05 07:38:32 1996 PROJECT TITLE : 6' RETAINED - POOL PERIMETER ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .......... RESULTS FOR LOADING NUMBER 1 .......... .......... TOTAL LOAD ........... EXTREME SHEAR FORCES ......... SPAN POSITIVE DISTANCE FROM NEGATIVE DISTANCE FROM NUMBER SHEAR FORCE LEFT END SHEAR FORCE LEFT END 1 0.896 10.800 -0.823 0.000 ........... EXTREME BENDING MOMENTS .......... SPAN POSITIVE DISTANCE FROM NEGATIVE DISTANCE FROM NUMBER MOMENT LEFT END MOMENT LEFT END 1 0.656 2.400 -1.163 9.600 ........... EXTREME DEFLECTIONS .......... SPAN POSITIVE DISTANCE FROM NEGATIVE DISTANCE FROM NUMBER DEFLECTION LEFT END DEFLECTION LEFT END 1 0.00000 0.000 -0.00455 12.000 ........... EXTREME BEARING REACTIONS .......... SPAN BEARING DISTANCE FROM NUMBER REACTION DEFT END 1 0.786 12.000 BOEF LIST> FINISH AnalysisGroup TERMINATION.... File >MCAP2 7:49 AM 11/ 5/96 ------------------------------------------------------------------------ Rev 5-01-95 Concrete section moment capacity ------------------------------------------------------------------------ Description >>Slab at end 51 ------------Section data-----------I---------Material constants --------- b > 12.000 inches f'c > 2.500 ksi d > 3.000 inches fy > 40.000 ksi B > .850 > .900 --------------------------------Load data ------------------------------- Factor Mu M dl > .000 ft -kips 1.400 .000 M 11 > 1.450 ft -kips 1.700 2.465 M wind > .000 ft -kips 1.700 .000 M eq > .000 ft -kips 1.870 .000 Modifier > 1.000 Mu > 2.465 ft -kips As regd. > .297 in"2 No increase required since p actual is greater than p min ---------------------------------Summary-------------------- Actual As > .297 in'2 <ok>4- p min. > .005 <200/Fy> p actual > .0083 <p=As/b*d> T > 11.880 kips <T=As*Fy> a > .466 inches <a=T/(B*F'c*b)> OMn > 2.465 ft -kips > Mu - <ok> ---------------------------------------------------=-------------------- r5 C_ C) ,A c�— (Z ,/ `-1 f 7 /T , Mu > 2.465 ft -kips. As regd. > .304 in'2 No increase required M—CAP ------------------------------------------------------------------------ --------------------------------- Actual As 7:51 AM 2/18/97 Rev 12-3-96 ----------------------------------------------------------------7------- in -2 . <ok> Concrete section moment capacity <200/Fy> <p=As/b*d> �5 = ►Z�6 L��J Description >> 12.200 kips <T=As*Fy> a > .598 inches <a=T/(B*F'c*b)> . ------------Section data-----------I---------Material constants --------- b > 12.000 inches V c > 2.000 ksi d > 3.000 inches fy > 40.000 ksi B > .850 . > .900 --------------------------------Load data ------------------------------- Factor Ma M dl > .000 ft -kips 1.400 .000 M 11 > 1.450 ft -kips 1.700 2.465 M wind > .000 ft -kips 1.700 .000 M eq > .000 ft -kips 1.870 .000 Modifier > 1.000 Mu > 2.465 ft -kips. As regd. > .304 in'2 No increase required since g actual is greater than.p min --------------------------------- Actual As > .305 in -2 . <ok> P min. p actual > > .005 .0085 <200/Fy> <p=As/b*d> �5 = ►Z�6 L��J T > 12.200 kips <T=As*Fy> a > .598 inches <a=T/(B*F'c*b)> . �Mn > 2.471 ft -kips > Mu - <ok> ------------------------------------------------------ ,rz.c>,D,-L oIt- 6' max Reinforce 12'' wall w/ 2 curtains of #3 @ 6" 0. C. each way 12" '`— 10" 24" Min. Lap 3" clr 11-011 r # 4 ® 12.. 6" I I73" clr "O.C. Cont. 3'-0" min —11-011 6" Gunite w/ #4 ® 6" a. c. e. w. DETAIL: Retaining Wall No Scale .. "V9OFESS .� . n s BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 175 FALCONS POINTE DR Owner: Permit No: B07-1609 APN: 018-040-014 KASZA ATTILA & JENNI, Issued Date: 07/25/2007 By AAM Permit type: MISCELLANEOUS 175 FALCONS POINTE DR Subtype: Private Pool CHICO, CA 95928 Expiration Date: 07/24/2008 Description: NEW POOL MP 07-0013 Occupancy: Zoning: Contractor Applicant: Square Footage: CARE -FREE POOLS CARE -FREE POOLS Building Garage Remdl/Addn P O BOX 8689 P O BOX 8689 CHICO, CA 95927 CHICO, CA 95927 Other Porch/Patio Total (530) 345-4639 (530) 345-4639 FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Swim Poo[ -Master Plan Co $496.42 Total Charged: $572.12 Fees Paid: $572.12 Balance Due: $0.00 Receipt No: B4017 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License CARE -FREE POOLS 380826 / C53 / 08/31/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full ndfffect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X R,,tv basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 07/25/2007 penalty ($500]; Please check one of the following: Contractor's Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑a I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance The Contractors License Law dows not apply to an owner of the property who builds or improves carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Cartier: STATE FUND policy Number: 618-002Exp. Date:07/0112008 Contractors License Law.). (This section need not be competed if the permit is or one un re dollars ($100) or ess. ❑ IAM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers'X 07/25/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 07/25/2007 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the prope owner or am authorized to act on the property owners behalf. It Z GJ 07/25/2007 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) 1-1 Owner Contractor OR E]Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PERMIT BUILDING PERMIT APPLICATION NO. OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 1 07— A FEE WILL BE REQUIRED AT TIME OF APPLICA TION �' ` Website: www.buttecounty.net/dds BIN # "PLEASE PRINT CLEARLY" OWNER INFORMATION La .t Name SZ First Name «� K iling Address 5 A'ltccoAJ_5 Pd jUr 12D CHI �Fi t C� State e g Zp LPh me Fax E -r sail CONTRACTOR Name EE 1pOoLS AddressA 0 -aD 8�0 Cit" �► O State. , Zi '9s9a 7 Phone `1 -,63 9 Fax 311x- 0 7 9 �- E-mail �. # 38oClass ud'a ARCHITECT/ENGINEER Narre Add ess N O ( ,(JT P .D City /� �J State(;* Zp Pho ie 3 _. /.3 6 Fax E -m 3il State License Number �,,- 8d -3 APPLICANT INFORMATION Narre C*pE FR4!F,=Poe)&— Addiess p o E a x ?& 8 City C U Stater Zip S Phor ac/ — V (, 39 Fax E-mi:il APPLICANT SIGNATURE Ex, PROJECT LOCATION AP#oil :7 018-- —� Property Address 57 1:"ACGA-L5 Pailgr- DY) City �, , _ _, WORKER'S COMPENSATION Policy Number Carrier 57-#-725FU�vO If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of pennit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: MAS LF D ;Aj cpovNl� Gvo/ rE Sw; In ti ,foo � - S/ 207-001-3 Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA Yes No Occ. d Type Const. s B RESIDEPJTIAL . _ refit 011-710-014 PERMIT#98-1538 KASZA, Attila PERMIT NO. 175 Falcons Pointe Dr., Chico 'PERMIT EXPIF'' New Single Family OWNER CONTR. ASSESSOR PARCEL LOCATION uo l U Q - c v CHECKED ` / BY SRA FLOOD CERTIFICATE REQ._. FIRE SPRINKLER!rREQ. SPECIAL INSPECTION -ITEMS VERIFY Temp. Power Pole Called PG&E ` Temp. Elec. Service / Called PG&E Temp. Gas Service Called PGt JOB FINALED 4 Signature 1' r V=OK 0 = Not OK «' NotReadyyble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements - . .1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location-Test-Fall-Ci"oncrete r 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 4. Water, LocatiorrTest-Easement Needed (Sketch) 5. Alum. Awn.; Columns-ConnecbonsSplice-Decal-Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / ^:ft. / /Nat. or/ /':'L"ft./ /LPG 7. Electric 7. Well Clearance & Disconnect { 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing VeneerStuxo-Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except#'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test-DemandValve-Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/0 to Grade -HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed ' 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal wX-Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit ' 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir TestWater Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plana) OK except #'s 1. Zoning Requirements -Setbacks -Easements - . 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns-ConnecbonsSplice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing VeneerStuxo-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings . 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 wX-Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit ' 9. Health Department Approval 10. Plumb.; Cir TestWater Supply Test 11. Light Nk:hs Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = NotOK - �v NotApplicable = Not Ready Date /UNDERFLOOR (Plans) OK except RESIDENTIAL (Single & Duplex) a! F • ., Main; Soils-Elec. Gmd -/ P Ftg. epth / F arage; Soils-Steel-Elec. G md1V C Ftg. Depth Q . Porches & Decks; SoilsSteel-/ i Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped temwalls, Garage; Steel-Blockouts-Wrapped H • d Downs and Special ch rs lab, Steel -Wrapped 8. rs-Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Tes $ZTS 10. UP Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pie ms & Ducts; Clearance -Material -Support -ins. 1 ersSills-Anchor Bolts -Joists Vents-Crippies Access & Ventilation 16. Insulation Date Card B= D to Card B-1 Date Ca -1 Date / Card B-1 Date --'PLUMBING (P mit) OK exceafflf Shower Pan Test First Floor -Tub Access Te u & Shower, Second Floor -Tub Access Gas Pipe; Sae & Anchors Date !�_1"2 .,qq Card B-1 V,0 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except 8's Date Fixture 8A sformer learance-Ins. Protection 24. EI ece tacles Spacing -Lights & Switches at Doors 2 iz es & No. of Conductors Stapled omex 1 stalled Close to Edge of Studs & C.J. Smoke Detector Equi made up w/Mech Fastners-Bond Gas & Water 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection Circuts in Kitchen & Conductor Size GFI 66. eed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Range . / / ga Cu or AI-0ven Circ. / / ga Cu or Al a Neutral Q Yes 0 No 1. icer Conductors & Ground -Main Disconect 3f jpcip. CI ances Panels-Motors-Mech. Epuip. 33. CI s Closet Light -Shower Light -Spa Light 3 . Smoke Detector Date ��'� Card B-1 Date Card B-1 Date Car Date Card B-1 Date JACCHA ICAL (Permit) OK except #'s C.D s Insulation &pport V Fan, Exhaust ve insulation 37. Condensate D i Overflow, Size & rade 38. Fumance-V Access -Comb. AirRetumXr Vent 115 oudet Attic Access & Platform if Furnace in Attic Date Card)3=1 Date Card B-1 Date f Cyd Date Card B-1 Date RAMI Plans) OK except s i r Materials & Anchors Is Stu i ing Spacing & Braces -Plates -Sound 42."Bpvtrg Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings rs h sers ubs 45. Head BeamsSize Beanng Date __„,ERAMING (Continued) 47. 48,Fireplape-T'ies-or Type 6,FILe-Fireplace Throat clearance 49e -Attic Access; Size omex Protection-Dra op4ns. Baff s 50. Bdrm. Win s or Exiting Doors -S' I . & Dim ns Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garaqelrd ry,3.Exits 54. Stairs; Width-Headroom-Ri R nd' g -Fire Protection 55. Ply�n RZf Overhang -Attic Vents -Rafter Outriggers 56. Si ' g -N 'ing Veneer 57. Stu -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls: Nailing -Bolts Brace Interior / Exterior Wall Panels bjjjR!I ` . Insulation -Walls -Ceilings - 1 62. Infiltration -Walls -Windows Date/& /17-Crd Card B-1 1/6 Date L. -'Card B -f/ Date ! Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. r In Garage; Above Floor-Mech:-Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage,(G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes 82. Following Instld./Drive 0 Yes 0 No/1Nalks 0 Yes 0 No/Planters 0 Yes 0 No a3. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: C. ,&7le, i/, -& ENVIR. HEALTH, CHICO DATE: //- is- 79 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR OWNER NAME: kayz a SEPTIC: x WELL: X APO: //- 716 - o !g ADDRESS/LOCATION: 1—f 13,• 125- f /cars/�il ,Or Comments: ' d ld 1 r� W 'COUNTY OF BUTTE BUILDING DIVISION z DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date 6 iInspector REV 10/92 5 .. r f; «� . •Y^'f"�'•..'Y- `l'� 1`�ti'.+a�ry/'wY.+�i'. y..:a f ^ y� "7� i.. •moi ;� e•1G1.�'.'."S " i b iaJ � �, . ` y f.., COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES '^ 411 Main Street • Chico, CA • (530) 891-2751 =4 7 County Center Drive • Oroville, CA • (530) 538-7541 f' �i CORRECTION NOTICE 7 OWNER PERMIT NO.. A routine inspection indic a following violations of butte county Ordinances exist at the .ti above address and uld be corrected. Please notice this office when correction of work is 'A completed. If ave any questions pertaining to this matter, or need additional explanation, . please con this office immediately. ho'-) - ' .. ��pI1n1 :w Dater, Inspectors V;•: REV 10/92 � • n n + e � , COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center -Drive Oroville, CA • (530) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If yo a any questions pertaining to this matter, or need additional explanation, please con is office immediately. Date Inspector 0 2 D REV 10/92 . � � .P �!L 1 COUNTY OF BUTTE F BUILDING DIVISION DEPARTMENT OF' DEVELOPMENT SERVICES 411 Main Street •,Chico, CA • (530) 891-2751 7 County Center Driv"e • Oroville, CA • (530) 538-7541 7 CORRECTION NOTICE r A:2 3 a, /-5'3 Y OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 5- 7a, 2 f /D i S e /L O�rf Z d // led" l": 1'd eci%etii Date I I "W 9Inspector REV 1 /92 COUNTY OF BUTTE BUILDING DIVISION DEPA"RTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-71541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 . 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 17 CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS LOT w ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 ❑ 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 ���" ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 " "r`'\ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS,- NV 89118 LIC..#10675 DATE INSULATION COMPLETED CEILINGS ••• ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE_ OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM f BATTS', FORM BATTS & BLOW FORM BATTS • MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS t R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS a �i/y Q P-3 KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE • MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT i MATERIAL MANUFACTURER W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. SIGNATURE -INSULATION CONTRACTOR • ' TITLE MANAGER DATE —30 ,e.1 . SIGNATURE -GENERAL CONTRACTOR TITLE DATE REMARKS: t SIC -303 BUILDER COPY PLAN REVISION Please complete the following information in order to process your submittal. If,this form is not complete, correct and legible, it may cause a delay in processing. Owner's Name: Received By: C. Date: A.P. #: 14 Permit #: t� 1 5-3 Qi _ Time: ContactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering ❑ Plan Revision by Building Inspector or Correction Notice -Inspector's Name: ❑ Requested By Plan's Examiner- Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: Xcall g y�� and hold for pickup at the Chico Office ❑ Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: $46.00 Receipt #: '16 5-17 � ❑ Additional Fees Not Required Additional fees ma be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: ?, G 52- 5 (--/ LONGFELLow LUMBER CO. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 9FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 INC. Customer: Job No: Tn'kjS� k& t Address'. APp'. rP� 7,15,99 Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED• Timber Products InsVelctla"WN, ADEPAR MEN P.O. Box 20455 9 PROVE Portland, ORR97220 (503) 254-0204 q8 ,`CJ 3� ( RfRAIRS FOR KASATT-ATTILA KASZA - T -7G ATTIC L -1 -0312 -STUB) REPAIR TRUSS FOR 3/4.. DRILLED HOLE IN BOTTOM CHORD. NO REPAIR NECESSARY FOR THIS CONDITION. cn N 9a. C -n 0 z H V A O a 3-0-8 A W V1: w w z z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DiMENSIONSI SIIRNITT111 RV TOIICC ur" NOTE: SEE DRAWING CAUSR427 98134024 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. 15" Drilled Hole 2.5" from BC edge 18-7-0 a 17-8-4 1 19-0-0 SPA-► 2- I 215 8-0-0 36-8-4 Over 2 Supports r.; J'LDING D—EpAp7TVEk~ R-2211 11. N PLT TYP. Wave TPI -95 I [7l C77 rn N=ZALPINE z Alpine Engineered Products Inc. �, CA 95828 Design Criteria: TP BRACING. REFER TO 019.91 (tlANOL116 INSTALl11G AND pRACIX6)�^•PUBl1SXED BT TPI INSTALLING AND PESTITITE. SB7 D'OMOfRIO DR., SUITE E00, MADISON. W( 53719)- FOR SAFE TT PRACTICESPAID IORSS ATO PERTOTE RAM THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL RATE PROPER1D CEILING. Y ATTACKED STRUCTURAL PANELS. HPORTAYT — FUANISHOA COPY DOFNTHIS DESIGNALL HAVE A PRODUCTSYJ1LTAtLA7lONED 6CONTRACTOR. ALPINE EVGINFFA[0 PRODUCTS, INC- SNAll NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS RECTOR; ANY FAILURE TO BUILD G O TTIOSSI IN C01f00.MARCF NITN TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND BRACT M6 0► TNOSS[f. THIS 011161 CONFORMS NITN AFFLICABLE PROVISIONS OF ADS (NATIONAL DESIGN 'PturICATCONNECTORS1AltOM FMADESOF0206AOf THE ASTMMA653 6440AEST AID PAPER HALT. STEEL. ISCEPT IASL NOTED. TAPPLY ALPINE CONNECTOR$ TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS 01st GN, POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL 01 THIS DIAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AtPONSIBILITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ARO USE Of THIS COMPONENT FOR All PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PEA AVSI/TPI 1.1905 SECTION E. Rm2157n PPRf"'Ga I r% 19.Oa9 CA - 1 - F ESSlp W. TC LL 16.0 PSF g9 A F TC DL BC DL 15.0 8.0 PSF PSF W 63M BC LL 0.0 PSF * TOT.LD. 39.0 PSF DUR.FAC. SPACING 1.25 24.0" Scale —.1875"/Ft REF R427--94716 DATE 06/23/99 D R W CAUSR427 99174023 CA -ENG JCJ/CWC SEON - 12667 FROM ED (. REtPAIRS FOR KASATT-ATTILA KASZA - T -7H ATTIC L-3'0312"STUB) Corn AI1 rvn .314 UKILLLU MULE IN BOTTOM CHORD. NO REPAIR NECESSARY FOR THIS CONDITION. C.'31 H 0 3-10-8 11. I 9' 1 w cs: w w w . w a 15-8-4 19-0-0 34-8-4 Over 2 Supports R=2178 R-2034 w M N _PLT TYP. Alpine Wa CT ,CT N ALPINE z IAtpme Eagmecad products, Inc 8Ncrameatq CA 95828 TMES DWG PREPARED FROM COMPUTER INPUT (LOADS A niMCMCTMucl eu"urr_ --------• - ...... nua� nrM. NOTE: SEE DRAWING CAUSR427 98134025 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. 75" Drilled hole 4" from BC edge. 15-2-8 N4,12__ C.'3 1 4 i{7— T 2-5-15 +8-0-0 .dUTT-- 'tJILDING DEPART5V1zp6r e TPI -95 Design Criteria: TPI STD "•VARY TMG • TIOSSES REQUIRE EI TRENE CUE IN FABRICATION, RANKING. 19.0a9 CA/ -/IL -1 -1 -IF BRACING. IE FER TO HIB -93 SHIPPING, INSTALLING AND FNIO INAIDLIND INSTALLING ARD BRACIN6), POBLISBE0 BY TPI (TRUSS PIATE INSTITOTF. 50] O'OIOfRIO OR.. SOIT[ tOO. MADISON, Y/ S]119I, FOR r TC L L 16.0 PSF SAFETY PRACTICES PRIOR TO PERFORMING PAESENEL FUBOTTOMS. TTOM OIIES3 OTN[AYlS[ ALL INDICATED, TOP CHORD SMALL MAY[ PROPERLY ATTACKED NAVE HTtlES G -IMPORTANT— FURNISH A COPY OfID A ID C[ItIa6. DESIGNTO TNF TINSTALLATION6CONTRACTOR. TC OL 15.0 PSF ALPINE ENGINEERED PRODUCTS. INC. ES IN NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES161: ANY FAILURE TO BUILD TRE TRUSSES 11 CONFORMANCE WITH TPI; 04 FABRICATIM6. HANDLING. BRACING ,99 yR BI. O L 8.0 P S F SNIPPING, INSTALLING AND OF TRUSSES. THIS DES161 CONFORMS WITH APPLICAOIE PpOVISIOR3 Of qOS (NATIONAL DESIGN HE AMERICAN FOREST AM ON 3OfOtOGAOf TASTM CONNECTORSIARE TAI►L y� F� 8 C L L 0.0 P S F MADE tNEICLPTASSOCIATION) A613 GRID GAL1 EEI NOTEo`D YALPINECToaS TOBIPL EACH FACNGS 164 A -Z. Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PE0. * 63Il TUT L D 39. 0 P NNAL I DRAM IG ESI6NTSBDYtlES `E/iATHE ESPOtlSIB 1lITY SOIELTTI00.HE 3TNE TRUSS EAL ON ICOMCDAENf OF BILITYOAND . . S F OS SUITABCI US(IOFETMIS COMPOMER FOR ANY PUTICUTAB BUILDING 15 THE RESPONSIBILITY OF INE BUILDING OESIiR[l, ANSI/TPI 1.1993 SECTION ` DUR .FAC . 1 , 2 5 Z. PER SAA tt 1�1P SPACING 24.0" Scale —.1875,/Ft REF R427--94116 DATE 06/23/99 DR W CAUSR427 99174024 CA -ENG JCJ/CWC SEON - 12665 FROM ED (. REPAIRS FOR KASATT-ATTILA KASZA - T -7I ATTIC [2 -PLY] L -5 -0312 - REPAIR TRUSS FOR 3/4' DRILLED HOLE IN BOTTOM CHORD. NO REPAIR NECESSARY FOR THIS CONDITION. t T U o �r 4 8 Ca , w x - w w z• THIS DHG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFD 2 Complete Trusses Required EEEE2=:z NOTE: SEE DRAWING CAUSR427 98134028 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. Drilled hole 2.5" from BC edge 11-7-12--y z 13-8-4 rz 19-0-0 f —32-8-4 Over 2 Support • R-2150 R-1906 Note; All Plates Are W1.5X4 Except As Shown. cli PLT TYP Wave TPI -95 •�couwy -il .�JILDING DEpARTMF:X, v� •'MANNING-� aI"STAT 19.Oa9 TRUSSES RFOOID[ EfAEME CMF IW FABRICATION. pANOLU6Criteria: M6 A DTD SM11Pe1 G1 CAI -/1 - - F NRAaro. RVER To NIM•RL - SCale .1875" Ft. CT CT IMLTITNTI. $B] O'ONOJRIO DtM�NSUITE 200—01301NG .MIRAC57)30),POfORSfAF[ID TY PRACTIC[SV IUPRIORAiO PER/OAMIN6 TMLSE FONCIIOMS. UNLESS OTHERYISE INDICATED, TOP CHORE SMALL HAVE PROPERLY FESS/d, _ TC LL 16.0 PSFFAE R427- -94716 CT `-' ATTACHED STROCTNIAI FARCES, BOTTOM CtloRD SNAIL HAVE A PROPERLY ATTACHED AICID C[IIINH. ••IMPORTANT -A FURNISH A COPT Of THIS DESIGN 10 TH[ INSTALLATION CONTRACTOR. ALPINE EM6INEEREO PRODUCTS. IMC, SHAH MOT N[ RESPONSIBLE W. ,99 TC DL 15.0 PSF 06/23/99 FOR ANY 0[YIATION FROM THIS DESIGN; MY FAILURE TO ALPINE NUILD THE TRUSSES IN CurORMARCF MITN TP 1; aR fA8R1 CATENG. WAMDLIRO, SMI/PING. IMfrullNG Mp Of TROSffS. THIS OLSIBMCONFORMS MITN �_ BC DL 8.0 PSFAUSR427 99174025 APPLICABLE PROVISIONS O► NOS LNATLONAL DESIGNP[CIflCAT101 PUBLISHED BY TH[ AMERICAN FOREST AND ►APER ASSOCIATION) F"N1RACIM6 9 BC LL0.0 PSFG AMD TPI. ALPINE CPIIC CTORS ARE "ADE Of E06A ASTM A6S3 GR40 GUY. f1E[L. ERCEPT AS NOTED. APPLY CONNECTORS TOTRUSS, MD UNLESS OTHERWISE LOCATED 01 THIS mete" Aner..n....-.._.._ * � f TOT I n ,n JCJ/CWC (.REPAIRS FOR KASATT-ATTILA KASZA - T -7J ATTIC 36"OC REPAIR TRUSS FOR 3/4" DRILLED HOLES IN BOTTOM CHORD. NO REPAIR NECESSARY FOR THIS CONDITION. rn-- BE -PLY] L-7'0312"STUB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS NPR 3 Complete Trusses Required NOTE: SEE DRAWING CAUSR427 98134029 FOR LUMBER, PLATES. AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. A rya Cr, W W z• z 1-8- -30-8-4 Over 2 Support IR-3194 Note: All Plates Are W1 -5X4 Except As Shown. N PLT TYP. Wave TPI 95 rn rn C77 N ALPINE z ,O IA49 -Eft6nmadb CA95A2 esign Criter DRACING. REFE1 TO HIN•PI (HANDLING I/1i/LLMC AND BAACIRG), POBLISNED BY TPI INSTALLINGasTivurE. 503 D'OlOrATO OR., ( g055 PLATE RACTICES PITON TO PCRFOANING THESE FUNCTIONS. UNLESS TEOTMEAR l 200. S(DINDICATED. TOPISOM. MI ►CHORD SMALL FR YE ETY IPRDPERLY ATTACHED STANCTURAL PANELS, BOTTOM CHORD SMALL RAVE A PROPERLY ATTACHED 2I610 CEILING. •PROOOCTSAI YC. SMALL►SH A NOT OEOPY OF AESPONSIBLE FARIS ONANY THETO INSTALLATION ATIOALFROMNTIIS TDESIGN; ALPINE FAIIUREEfO outBRACItlALD TROFTtaus$(RUSSES$. LOTHISMDESIGNWITH CONFORMS WM APPLICABLE PROVISIONSOf SHIPPING. (NATIONALINSTALLING DISISM SPECIFICATCONNECTORSION AREPMADESOFOBY TOGATHE ASTM A653AN FOREST AND PAPER 6A40 GAIL. STEEL. EICEPTIAS 101) AND TPI. ALPINE APPLY CONNECTORS TO EACH E OF CRAVINGS 160 AA1. THEUSIAL O/BLESS TTHIS 1DRAWI GTIHDICATESED ON SACCEPTMCE POSITOF ION CONNECTORS ESSIOMAL PEHE[N ltl6 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TXE SU SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDIOG 0E516RER, PER ANSI/TPI 1.1205 SECTION 2 ZQAkfL—_ T 4-,�l T 2-E 8_0_0 15" Drilled hole 4,15" from BC edge 8-0-8---� 75" Drllled hole 3.75" a- 2°-0 ..: fr m BC edge . -15-n-r Oa9 CA ESS►p TC LL TC 16.0 PSF .mss '�•� DL 15.0 PSF 99 �s 5 BC OL 9.0 PSF BC LL 0.0 PSF * TOT -LD. 39.0 PSF OUR.FAC. SPACING 1.25 36.0' Scale—.25"/Ft. REF R427--94716 DATE 06/23/99 DRW CAUSR427 99174026 CA -ENG JCJ/CWC SEQN - 12659 FROM Ep (. REPAIRS FOR KASATT-ATTILA KASZA - T -7K ATTIC 36 -OC [3 -PLY] L -11'4 -STUB REPAIR TRUSS FOR 3/4" DRILLED HOLE IN BOTTOM CHORD. IND REPAIR NECESSARY FOR THIS CONDITION. cn ca a: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 3 Complete Trusses Required NOTE: SEE DRAWING CAUSR427 98134031 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. �411L- T 2- 15 -0-0 z 75 Drills MRE C I -t w 4.25" from Wedge a 7-8-0 19-0-0-10-a4R UILDING DEP,ARTMEN.. ••26-8-0 Over 2 Supports �= I R-3170 W-3.5' R-2210 il— o� `-`? PLT TYP. Wave TPI -95 C7) rn NAALPINE z �PM a1==tO. 2 Produces, I= SBaNmmlo, CAT9ssza 4 sign Criteria: TPI(S ,RACING. NEPER TD NIB -91. (HANDLING IMSTALIIRG AND BRACINi),— PUBLISHED Of TPj INSTALLING AND INSTITOTE, S93 D?ONOFAIO DR., SUITE 200, MADISON. NI 55719), FOR SAfEif IRACTICTRUSS ES PRIORTTE OIERFORMIN6 THESE fUMCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHAH HAVE PROPERLY A77ACIED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PRO►EALT ATTACHED RIGID CIILIIG. "IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION COMTRACTON. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 801L0 TIE TRUSSES IN CONFORMANCE WITH T►1; OR FABRICATING, 18 0I TIMDI LNG, SN IPP IN6, INSTALLING AND BAACtlRISSE S. THIS DESIGN CONFORMS WITH AP►LICABLE PROVISIONS OF NDS (NATIONAL DESJSn SPECIFICATtOXNECT0R3ION AREPUBLISHED 2OGATHE ASTM A6$3AN FOREST 6A4O GALL �NST[FI EREICE►TIASIMOTED.AND TAPPLY ALPINE CONMECTOAS 1D EACH FACE OF TRO SS. AND OMLESS OTHERWISE LOCATED ON ?HIS DESIGN, POSITION COANECTORS PER DRAWINGS 160 1-1. THE SEAL 00 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 146INEIRINC RESPONSIBILITY SOLELY FOR THE TRUSS COM/ONEMT DESIGN SHOWN. THE SUITABILITY ARO USE OF THIS ANSI/TF1 1-1905 SECTION 2. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER 19.Oa9 CA - A - -I.,- F Scale —.25 "/Ft. ESS/q TC LL 16.0 PSF REF R427--94716 W. '99 TC DL BC DL 15.0 8.0 PSF PSF DATE 06/23/99 DRW X43845 CAUSR427 99174027 7O 8C LL 0.0 PSF CA -ENG JCJ/CWC * TOT.LD. 39.0 PSF SEQN - 12654 DUR.FAC. SPACING 1.25 36.0' FROM ED • COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Cod-hty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT m" f 3 W ASSESSOR PARCEL NUMBER 11-71-14 ZONING ?(AD BUILDING PERMIT OWNER ATTILA KASZA TELEPHONE 345-6487 SQ. FT, OCC. BUILDING VALUATION 4146 __R_ 223,884 °WNQ's ""ILn"TUREST CREEK CIRCLE CHICO 576 U 10 368 CONTRACTOR'S IWER TELEPHONE 1570 20:410 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 3 4,500 LENDER'S MAILING ADDRESS Total Valuation $ 259,162 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1,199.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 779.68 BUILDINGADDRESS 175 FALCONS POINTE DR. Energy Plan Checking Fee $ 23.00 CHICO $ PERMIT FEE $ 2,022.18 LOT NO. 13 SUBDIVISIONS NAME FALCONS POINTE PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 6 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 33.10 Solar or heat pump water heater 23.00 Water piping 15.00 5.00 Each as water heater or vent 15.00 5.00 TYPE OF WORK New X:] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Wor18INGLE FAMILY 4 BEDROOM Gas piping system 1 - 5 outlets 1 5.00 5.0 Building sewer 15.0015.00 Mobile Home I S I G W 1@20.00 PERMIT FEE $ 213.00 ELECTRICAL PERMIT Fling Fee 20.00 0*0R LESS Main Service za.VA OR LESS 23-0023.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 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. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DW EwNG OCCUP. SO OR ADDNS. ( a ACC. S.3.50FT. 65.27 NEW CONST. SIDBRAMH MULTI -OUTLET CUT 97,50 POWER APPARATUS & SINGLE OUTLET CIR. 20 @ ''50 OUTLET OR FIXTURES Ex. Occu BAL o .so Ex. Occup. OimPtors RES,6.LNS°EE 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 workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 112 on PERMIT FES $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.)466 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to theJ workers' compensation provisions of section 3700 of the Labor Code, I shall mply with those provisions. X Date 7/ 121 AoApclicint Signat -,O-Owner ❑ Contractor ❑ Agent' An OSHA permit is required for excavations over 5' " deep and demolition or construction of structures over 3 stories in height. 5a77g v — d-) ReceiptNo. a 3 9 77 - > 7 7 Mobile Home Installation Fee $ Energy Inspection Fee $ on R o�c CONST.gyp TO L FEE $ 2,636.95 V H 6 FLOO COF PARC H IS UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date d q PERMIT EXPIRES ON — a Y I Date WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT /.d (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION '7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541_ `P `MIT -140. APPLICATION AND PERMIT L ASSESSOR PARCEL NUMBER f 1 1 ` 1 ` ZONING Rk BUILDING PERMIT OWNER c TELEPNONE SO. FT. OCC. BUILDING VALUATION �� '0� OWNER'S MAILING ADDRESS _ / SZ—Gr'1'U CONTRACTOR'S NAME TELEPHONE 1570 ,D �J ,q , ©D CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER _ [Fireplace 13 4 dZ7 LENDER'S MAILING ADDRESS Total Valuation $ Ito ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ J ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ ,10 BUILDING ADDRESS C0 J f^ Poc. Energy Plan Checking Fee $ 2 $ 6411 9 PERMIT FEE $ Z0 Z LOTNO. 12 6 J SUB°NBgNS NAME� PMCEL MAP PLUMBING PERMIT Filing Fee' 20.00 Each Trap 7.00 �►je® USEOFSTRUCTURE SF X Duplex ❑ Mobilehome ❑ Other SPECIFYWater Solar or heat pump water heater 23.00 piping 15.00 ( �(D Each as water heater or vent 15.00 �o TYPE OF WORK New PkAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 5 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ZI r® ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR LESS Main Service 2a.OR LESS 23.00 � LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shallTOTAL not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ _ Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in h ight. Main Service YOGA TG 46.00 gCU000A NEW CONST. OWEWNG OCCUP. SO ' OR ADONS. ( a Acc. aLnS. 3.5¢Fr; NON -RES D. BRmULTI.ONc UTLET �O ],SO POWER APPARATUS 8 SINGLE OVTLEr CIR. Ex. Occup. OUTLET OR FDRURES SAL p I.w Ex. Occu . DpUnFrs RAID.°� 5.00 Temporary Service 23.00 2 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 23 ' MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling- Hood 6.50 , Ventilation W PERMIT FES Mobile Home Installation Fee $ Energy Inspection Fee I $ CONST TYPE FEE $ 3f, WA9 HAz. o FEES IMP 0 COF PARC PO HD ISSUE -r This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date _ PERMIT EXPIRES ON (Do to) Receipt No. 04/- 8 WHITE-O.O.S.-B.D. CANA •ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 6 m �� 6R9 u COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: Va5 L ASSESSOR PARCEL NUMBER: I 1--i Proposed Building se: Building Inspector: - Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted-------------------------------------------------------------------------------------- O)V2 P of plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- OJV. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- #Oh!Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ---- a dnergy Design Compliance and supporting documentation. ---------------------------------------------------- 117. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 0 8. Hazardous Material Form. ❑ 9. Manufactured Home data and install/at�io/ ' c ' including Tie Down Specifications .------------------ M410. Fees of $ I---�--- ----- ----- r al--2s-�Jl------------------------------------- CU'rImpact fees as shown on the attached schedule. ---- - -------------- --- -//--------------------------- �oodalifornia Department of Forestry plan approval/f s. - ----_t-i- ----------------------- elevation � �. tion certificate. ---------------------------------------------------------------------------------------- 01-4 Sanitation and plot plan approval (!-14A C -6 -Health Department. -------------------------------------------,-,Z% ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: 1:118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ------------------, r Encroachment Permit for driveway (construction approval prior to occupancy). E120. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------------- 022 Workers' Compensation carrier and policy number.--------------------- bwi Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 111 24. tter of signature authorization. ------------------------------- [!)ZS. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. ------------------------------------- --------------- ❑27. Manufactured Home utility clearance. -------------------------------------------- 028. Existing violations and/or expired permits. ------------------------------------- ❑29. E1433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ D30. Other. QjrQy��tC�'L 4o S}4�►4.10—S(qn•� 2 /is o When you issue the pe Telephone I (Date) process as follows ❑ Mail to owner, /DMaid to contractor. '4'2�- and hold for pickup at (2/h 1 C-6 office. ❑ Deliver with inspector. /r31qe 1 Applicant: t- Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: D By: 1. Index permit application forIke above items numbered: I --]Plan Check List 2. Additional items required: Contractor, designer, owner, advised of the above required data by hone, Qi6ad, ❑ Building Division counter, by - ate: Contractor, designer, owner, was advised of the above required data by OOone, ❑ mail, ❑ Building Division counter, by Date: .- 3 - Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, ewner w= d of the aboveaired b ❑ phone, 13mail, ❑ Bui in Di ' ie coos , by D te: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hol ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. EH62 C HP k RA e /S/V TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ggE.H. USEOdY Plot Plan Attachi��j d Floor Plan Atta Sent to B.D. Owner Location AP# Plan Approved for: Sewage Disposal j/ Water Supply: Public Private Well Clearance for g. Other !Y "i n oo w` Hold final for: bdP l 1 Final clearance O.K. for: NOTE: Environ -menta 8/96 ealth Specialist Q3 1k Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA.95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER _ Ac A.P. # PRO OSED BUILDING USE IF C j P��(%" I'N DATE �"I�j 1-1-7 -7.-7 1 REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ . -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ �� rl 2. SCHOOL DISTRICT FEES- (paid EES (paid at District Office) /Z/Oj�ljI SHERIFF FEES (paid at Building Division). ry G a �p( T 2 Residential........ x $360.00 = $ 0D Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) �+, Residential (per unit) . x = $ Q_o0 C�7 50_ 37 # nits I Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. e�<.5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES x$425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK N $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER r At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT 4��DATE 7/j 3 Original -Owner Copy -Building Div. (Rev. 12/96) OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your sigoaftm Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property im rovement : YES NO O . - -• 2. I HAVE HAVE NOT O signed as application for a building permit for the proposed w�pi1< 3. I have contracted with the following person (firm) to provide the proposed consavction:.�:.,t J NAME_ ADDRESS: CITY.- PHONE: ITY:PHONE: CONTRACTOR'S LICENSE NO. : „ 4 4. I plan to provide portions of this work, but I have hired the following person to cootd`inate, supervise, and provide the major work: , NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER:_ DATE: 'NOTE: • •This Owner -Builder Verification is required by Section 198.31 and 19832 of the California Health and Safety Code. This verification must he completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "'owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should.. be aware of the following information for your benefit and protection: ♦ Ifyou employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contracO rs or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including.state and federal income tax withholding; federal social security taxes, a workers compensation insurance, disability insurance costs, and unemployment compensation contnbutionL ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contrac9rs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, /C—, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner-Builder.Injormation it required by Section 19830 of the Calljornla Health and Safety Code- OVER oda OVER Owner's Name: Transmittal Sheet .. A4'! lam. Kct 5z.a.- A. P. #: b11 — I 1 V ' ! L+ Transmitted Documents: Date: ! • 2 2 - ,� 8 Permit #: % - I S 58 ❑ Appr ved Plans Approved Plans with remaining items on Permit Application Data Sheet. ❑ Plans to pickup for corrections and revisions. ❑ Building Division A.P. File. Please return to the Oroville office within three (3) business days. 1 ❑ Other: Process as Follows: CYCall (AN(5• Y--a52a 3qS -64 $ 7 and hold for pickup at the M- hico Office ❑ Permit applicant has been called. Hold for pickup at the ❑ Chico .Office ❑ Deliver with next inspection. G �'i LIZ rw- a co o 4-b av�•r� VIP -'It be. ► r � �Co o �' - c c 9 • Z 3 .9b -it � 22.Cjg �'1 In. dc) 2 sR;tp -4:, 1 c.. 4 5 # 4Fe, Co p I t4 . l� c o a.Zl W ! I Gtt '�,e� Q-%�✓ �� �''� ice' SPS liJrir-, �n R U co p� o s�+e X100 ✓ p��., wl� rN' �� �uv +11e I� S . • S� ou,r c0� awl � b k. C -c.< -} o EO-ov, l le. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. A.P. Number — — �' Jurisdiction: City ®� County Property Owner Property Location/Address % 1 c n n C, r(1 I n4 -es Subdivision FaIr n�� �1L� Lot No. Residential Development Sq. Footage No of Living Mobile Home Addition (G(oup R) Units Installation r Commercial/Industrial Sq. Footage +`New ..1.... , . .,:Addition,. ... , s_ ...>., k � (Including Exterior_... . Roofed Areas) Building Department Repres fi ative Date (Floor lans`eviewed by School District Personnel) r District Identification No. 4 School District certifies that Applica t) (Street Address) (Phone Number) X (City) has complied with the requirements of Resolution No. (Stats) (Zip by payment of $ representing .(•��square feet. School District JFBWi29�26_ $ ULL MITIGATION $ Date Paid by Check # Remarks: , Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 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.xis (2/97)dmm [-r BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number(s) Property Owner �Ca -,z,,� Project Location/Address FA I�.SCYZ`C� Subdivision 1� nCj P®( K+ , Lot Number(s) .Residential Development: (check one) ^� V New Development _Alteration/Additidn _Mobilehome(s) _Non -Residential - to Residential Total Number of Dwelling Units 1 4 - Comment: Bttil ing Department Representative Date Chico Area Recreation and Park District(CARD) certifies that �'-4i la VA.S7 0, 545_bg87 (Applicant Name) (Phone Number) 1 ay -Int Li'�e.0 Ct Ycl e. (Street Address) (�h ICED Ch 9 1_5 7qa K (City) (State) -(Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for / dwelling units @ $1.189 for total payment of $ Q CARD Representat' Date PAID BY CHECK NO. . REMARKS: BANK NO. �Q • y��d �/ �-�� PAID BY CASH , RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 09/25/99 9:50A0 0011.401035 CHECK M CCS/S���i LAND DEVELOPMENT OROVILLE / CHICO �� �� BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Pennit No. RS NAME NUMBER PRINT LAST NAME FIRRSST, 22 ADDRESS / LOCATION: �/ �J - . �. /Gp 't..S COUNTY ZONING `� 1 DESIGNATION: r v FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS. REQUIRED: YES `' N'' NO . COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: Q DATE OF RECORDING: ZIZ S /� �� LOT l - BOOK ) �� PAGE ��O 8C) COMPLIANCE WITH OLD SU DIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S). BELOW.. A. Construct road to B. Meet parcel size required by zone. C. gMeet current .... requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMS/ON UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. " x2. Maintain a. ft. building setback from right-of-way/aw*xiine -F C V L C —S /NC " —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all ebsting wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. 9. Connect to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. ,.w _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) ,.. —13. Obtain approval from the Department of Fish and Game for vegetation -removal. Contact Fish & Game at 916-355-7010. 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. X1 9. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities. all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. —24. 25. —26. 03 001 i1 311118 30131Nf100 86a £ Z I n r LD 6/98 a3ni333a FORMS\BLDG PERMIT CLEARANCE Date: July 28, 1998 Permit Applicant: Attila Kasza Permit Number: 98-1538 �� 52 Forest Creek Circle Assessor Parcel #: I1-71-14 © Chico, CA 95928 46 aoctS;As The above referenced building plans were received by this office Provide additional reformation and/or make revisions to plans, specifications and calculations as follows: Architect of record to review and approve trusses for lateral design. How is one-hour fire resistive construction achieved? 2 layers sheet rock? R -C Channel? ti.. .: 4'y1� (7), Over flow drain to meet requirements of Sec. 1506.3 UBC. What is support for, of system inside of columns? �' saw 40, Where is attic access -1 cated for furnace over bedroom area? Keep in mind Sec. I PI 319.4 UMC furnace cannot be located more than 20 feet from access. Pull down ladder access is not allowed in Butte County. Remove all ladder access x Attic access in utility room has a truss running through it. Architect to address �--�' point loads to foundations. gyp. ,iti 4 Z 41%'de size of footing for columns at front porch. ` l4 Wrought iron railing outside great room appear to be more than 30" above grad( Therefore minimum height of railing is 36". do& 40 10 14-n � V- V CY/l --V V V L I V V -V What is framing member size for at great room. r(r% yS tiv;f " q V 0.11 What does "provide 4o6s mi imum opening at center section of drag truss only" IL Ur . Gt LG =� mean? �'9'cJ S S Gc1z��. 6L.tG. �c 41nShear transfer detail "6" o.c. edge nailing" missing from detail. of bolts for hold downs not on foundation plan. Sizes for truss (length) differs between plans and calcs for Truss T7- F through Please bave designer double check all trusses for length to bearing. KOIan is in line up for structural review. 1�U If you wish to discuss any requirements, you may contact me at (530) 538-7541 behveen 1:00 P.M. and 4:00 P.M., Monday through Friday. Martha Whitney ou GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: 1401 g ZC, �-, }de-" cqe- I have reviewed the truss submittal for the above project and all loading design criteria have been met. Gregory A. Peitz Architect Z L A N D O F NATU RAL WEALTH A N D BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Date: July 28, 1998 Permit Applicant: Attila Kasza Permit Number: 98-1538 52 Forest Creek Circle Assessor Parcel #: 11-71-14 Chico, CA 95928 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney cc: Greg Pietz, Architect 1907 Mangrove, Suite E Chico, CA 95926 Bob Metzger, Designer 170 Rio Lindo Avenue Chico, CA 95926 Date: July 28, 1998 Permit Applicant: Attila Kasza 52 Forest Creek Circle Chico, CA 95928 Permit Number: 98-1538 Assessor Parcel #: 11-71-14 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Architect of record to review and approve trusses for lateral design. 2. How is one-hour fire resistive construction achieved? 2 layers sheet rock? R -C Channel? 3. Over flow drain to meet requirements of Sec. 1506.3 UBC. 4. What is support for roof system inside of columns? 5. Where is attic access located for furnace over bedroom area? Keep in mind Sec. 319.4 UMC furnace cannot be located more than 20 feet from access. 6. Pull down ladder access is not allowed in Butte County. Remove all ladder accesses. 7. Attic access in utility room has a truss running through it. Architect to address point loads to foundations. 8. Provide size of footing for columns at front porch. 9. Wrought iron railing outside great room appear to be more than 30" above grade. Therefore minimum height of railing is 36". 10. What is framing member size for at great room. 11. What does "provide 468 minimum opening at center section of drag truss only" mean? 12. On shear transfer detail "6" o.c. edge nailing" missing from detail. 13. Size of bolts for hold downs not on foundation plan. 14. Sizes for truss (length) differs between plans and calcs for Truss T7- F through I Please have designer double check all trusses for length to bearing. 15. Plan is in line up for structural review. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Martha Whitney RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: A • i SZQ BUILDINGP ER:. PLAN CHECKER: I -J GAJ A P. NUMBER: nI 7l GENERAL: Zoning requirements: (side yards and number of permitted living units)., r _ 2. Valuation. " /37 Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. _ PLOT PLAN:: 0,•.. .. Complete parcel size and dimensions. .:.:.,� , ..:::; .:. .. • _ . , . !2! Setbacks, side yards, easements, etc. ,' ^ x Other buildings or structures. >_ .,. "s,,: •_ ^ . . 141- Grading, fills and/or drainage. if Flood hazard. 6. Special conditions on creation map (Noise, SA.A., Fire Sprinklers, Water Tender, Trees, etc.)., : F.A.U. & F.A.S. road setback. ' Building or utilities across lot lines (Record form). FLOOR PLAN: 1-1! Complete to scale plan with dimensions. ,2' Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). ,T-- Required room sizes, ceiling heights (Section 310.6). �^ G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). 8 Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. PGarage firewall, door size and closer (Section 302.4). . -Minimum of one TO" exterior door (Section 1004.6). 12. Fireplace and wood stove location, alcoves and clearance. 13. Smoke detectors (Section 310.9.1). 14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2. Standard bracing or enginSection .3): 3. Clerestory requiring balloon framing and/or engineering. ` ,4--- Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. 10. Fireplace construction details and calc. if necessary. 11. Garage door and/or porch header sizes. 12. Stud heights. 13. Adobe soils - special foundation design. Retaining walls requiring design. 15. Special Inspection requirements. 16. Header size. June 1997 3.2 MISCELLANEOUS ITEMS TO LOC _. UT FOR: ` tK Stairway details: landings, rise and run, head clearance, handrails (Section 1006). 2' Guardrail details (Section 509). Brick or stone veneer (Section 1403). g! Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). • 6! Roof covering type - (fire hazard). Foam insulation - protection. " 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. b� Two exits on three - story dwellings (Section 1003). Jr1i Underfloor access and ventilation (Section 2317.7). ,1 Attic access and ventilation (Section 1505). j.3' Combustion air for fuel burning appliances - L.P.G. requirements. j. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. 1-7- C.D.F. responsible area requirements. Automatic Fire Sprinkler Systems (Section 310.10) ,W For Inspection Jacket: r _ Flood Hazard/Elevation Certificate ' SRA Requirements = Special Inspection Requirements - - Automatic Fire Sprinklers June 1997 3.2 APPLICANT: 0VJNER: PERMIT A. P. #: WORK DES( ATE • Z 2 '48 PRC*,CT PROCESSING ItffORD �- �'�o�•SzcZ • y; 1• •N OF .. 0 M - - �mw I W �me WW/— � WA Mi6 a A Mum oucc *1 +e -y - 1�0 C 4 C1i may.. w GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 Structural Calculations For: ID AH RY 4. �c O No. C 21263' \N� REN. C N� h. ri LOAD SUMMARY *Use normal force method *Exposure B *Basic wind speed: 75 mph P = Ce Cq qs I Walls P = .62 i n � * 14.5 * LOAD SUMMARY *Use normal force method *Exposure B *Basic wind speed: 75 mph P = Ce Cq qs I Walls P = .62 * 1.3 * 14.5 * 1.0 =..0117 ksf < 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P = .76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. Roofs 2:12 to less than 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf < 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf @ 20 ft. P = .72 * 1.0 * 14.5 * 1.0 = .011 ksf @ 25 ft. P = .76 * 1.0 * 14.5 * 1.0 = .011 ksf @ 30 ft. Roofs 9:12 to 12:12 P = .62 * 1.1 * 14.5 * 1.0 = .010 ksf < 15 ft. P = .67 * 1.1 * 14.5 * 1.0 = .011 ksf @ 20 ft. P = .72 * 1.1 * 14.5 * 1.0 ='.012 ksf @ 25 ft. P = .76 * 1.1 * 14.5 * 1.0 = .012 ksf @ 30 ft. l IRA fib. ► (�c. c, E v 4-7-7 0 n/ 0 11 < 62, 5 /Z) -7 Z,ZoIc Q GG tt. l 0., X320 C�`��'S� C���Cirrj� t- �tli� (o .7r�zl CIO 1-, I 151.. .. 50 We i ��LL•71 O l) r �zps N� 02� /X/ (40; [(6f -/e 1-,) 4- S J/ 7� ZD�f� Lel o ► ��$, z�$��f (�� �hZ) �� ibI Q'S// to 4 WI "q0/ SSS lac-�=-C, wig, 0 f f ` (Z -L. SGS Utg) + CZ)C�z'C X017-� _ l y' al 1 3.af 23 R► = �zLo + Cz)C l,q - . �5) = rZ,7 x,103) /, 3� " C, V 5 7 vt`�S I� -k -3•S 9 01)1 I O /f �J�-ear w a Its �/lU y CA�� ,Q(`� Wd�• oo� 5 Com' e, -t O. �Zv Ici l j -r. i 4 zillrE I / . . wa (_ a ''�«►( COX �dl�wal. v✓/ C- �� S c� 1� �' •� sP ala Mor -YFSY 5,'7 X. /v 5 i_ 2 4o,.S I h` r L , A/,� cQ "y 4-5a (� mss Crime- a �h - 9� c��-z.S 14oZ,� 55773Za C-5 Co .o, v �., 0 7� � �' h 1i q blas S�ajN cow . `-�` C �) � (�� S ,�-�. %►-� s �.- /� to o,(C ; 13 �esl�"� S�p1o��t�d� Y��Ir��✓�e� SAI' G1t GO.IC,,ek ale (,,IoM Suppa,-+ec5l fop a ,�d -6oi+xi n./ ose e-Cp lno Vek(C�.e SVrCkU✓9e. Cksso 7e -Frlci'totAaj rCSUfOL Ct 0, For (OWa Crn..r i_i _ -1 rr Int of sfew\viC' . = 7,S-"67% G.a3' rof0 leV,�l-c, r�Jl"r H y �,.� � I( � 1 K�.Q,,� (✓eS�-�, I i- r h ti. d.et i �.►.. . C� S S v m i K cr -( l x lfll c 'f n. FO ✓ I u'i ci✓A I 5 I r - C�" P eAu .= W wC,,.11 = Co 8365 ,IS = .SI2K/' u,.Ive l O3(i•s) = I.SIZ+ w Soy f = &,D 3 C, (16) = 1 SI (`/' (�A,, �t e� w,ul4-f-) v-e�vr�e�� iRssumeo(, -icvtcf(on u,.Ive l O3(i•s) = I.SIZ+ X(,(ol+,-7 .3S F S. x Ck (C otle r bvrae r� i aG(ee�Q rs colli ua`ie, y"Z°Z(G,53) • II - 7,5 S ("�` > '1" 17 1 ' f Q se 1 1zW 3 M_CAP ------------------------------------------------------------------------ 1:52 PM 6/16/98 Rev 12-3-96 ------------------------------------------------------------------------ Concrete section moment capacity Description »7.5' wall ------------Section data ----------- I ---------Material constants --------- b > 12.000 inches Pc > 2.500 ksi d > 3.000 inches fy > 40.000 ksi ° > .850 0 > .900 --------------------------------Load data ------------------------------- Factor Mu M dl > 000 ft -kips 1.400 .000 M 11 > 1.170 ft -kips 1.700 1.989 M wind > .000 ft -kips 1.700 .000 M eq > .000 ft -kips 1.870 .000 Modifier > .000 Mu > 1.989 ft -kips As reqd. > .235 inA2 No increase required ---------------------------------Summa since p actual is greater than p min Actual As > .236 in"2 <ok> p min. actual > .005 <200/Fy> i�0 VQ�� P > .0066 <P=As/b*d> � Gt'r O c-, T > 9.440 kips <T=As*Fy> y ( 3 V a C. p✓IZ , a > .370 inches <a=T/(°*F'c*b)> 1 0Mn ---------------------------------------------------------- > 1.993 ft -kips > Mu - <ok> =w Y M_CAP ------------------------------------------------------------------------ 1:53 PM 6/16/98 Rev 12-3-96 ------------------------------------------------------------------------ Concrete section moment capacity Description >>7.5' wall >>reinforcing at footing ------------Section data ----------- ---------Material constants --------- b >- 12.000 inches f'c > 2.500 ksi d > 4.000 inches fy > 40.000 ksi > .850 0 > .900 --------------------------------Load data ------------ ------------------- Factor Mu M dl > .000 ft -kips 1.400 .000 M 11 > 1.170 ft -kips 1.700 1.989 M wind > .000 ft -kips 1.700 .000 M eq > .000 *ft -kips 1.870 .000 Modifier > .000 Mu > 1.989 ft -kips As reqd. > .228 in"2 Includes 33% increase since p actual is less than p min. --------------------------------- Summary ------------------------ '-------- Actual As > .229 in"2 <ok> p min. > .005 <200/Fy> p actual > .0048 <p=As/b*d> T > 9.160 kips <T=As*Fy> a > .359 inches <a=T/('*F'c*b)> 0Mn --------------------------------------------------------- > 2.625 ft -kips > Mu - <ok> of SqeoAwu ll = Co,S" - .67 aS5ovn¢ (Dale. CD5Jco.�) 3 = -7 -T wwc,ll = 5, e3 (.$),lY , . yyk,' 6-7 (, iS-) = 10 I / CPR --, 5 93 (. rro> = . 6y k/' hn1h , -Ff�, w i A -6, ves'cd SI'rdiH�,: x YYIr a t aLi. S M_CAP 2:05 PM 6/16/98 Rev 12-3-96 ------------------------------------------------------------------------ Concrete ----------------------------------------' section moment capacity Description »6.5' wall ------------Section data ----------- I ---------Material constants --------- b > 12.000 inches f'c > 2.500 ksi d > 4.000 inches fy > 40.000 ksi ° > .850 0 > .900 --------------------------------Load data ------------------------------- Factor Mu M dl > .000 ft -kips 1.400 .000 M 11 > .730 ft -kips 1.700 1.241 M wind > .000 ft -kips 1.700 .000 M eq > .000 ft -kips 1.870 .000 Modifier > .000 Mu > 1.241 ft -kips As reqd. > .140 in'2 Includes 33% increase since p actual is less than p min. ---------------------------------Summary-------------------------------- Actual As > .141 in"2 <ok> p min. p actual > > .005 .0029 <200/Fy> <p=As/b*d> C t" 1 (c�, 0 C T a > > 5.640 kips inches <T=As*Fy> � a r 3�, f_ 0- , O 1 .221 <a=T/(°*F'c*b)> 0Mn ---------------------------------------------------------------- > 1.645 ft -kips > Mu - <ok> Inif tc�lll ajsurn2 loci Iki r✓1 bcese = ."ZO&W-1` M = .oma( I/• boy rn sr- ux- cit IY7" o c_ 511dwlq Cos s -J Z - 3-7 1 z 3 W - G7 (AS-) S-) '10/1:/, �f�Q` 'F'` '1, w, d 714) Lj -Pt� w r�i rd f77Y t/IG��r�� 1 371 �I• r) = 287i K (, I o 1 a-. y2 CK W �ix/�j c(Slvrn%lf�v'" z -206 i �� b� ►NsPe�f,� vie, Co" s4t-�wGl/ W��,,.A ,e,n C't 6OK - Z.SZ(osrJ Z srk z 3 v J l tts- j) s [(374 X (io N R -w g woa (I - w tie.► -e i OGGv✓iH �} I I v I I I I Com" CAA SU V- T(A ce 01I lana car , re-Fzre,e0( Cl. waci� I I zy 3 17-1 Olt „ y circ. s lab w/6X(o c.�t,VK (�o✓rZ- 0& 130 �- �� Wcll-c4vaiv�ed � 9� (Oa c Ve r�FI ca l r2 rIn �t-a vac � ��, See to b fe • I vi (e rn fii Sez le000 Zq 4 u���� • `� I �� C, Qk e e u ' 3 Glv vKr[n \ /.01 ti"2nS�P,V'Se `Fo��i�n � v -e rh f - nn V2 ✓f . ✓ern OL -t- OVI 4I orf �!'2/(i1�OrGrK IeU fOo+,inc1, �. #4 #y a. -Fq CA 611 0- Cl- w PVI o - /'l am4 /-2!o) 157 5 bc 671 p �4; • (i" m � •S � orZY Co'' � I • STOr�ti' ff; - - fzOGK '5Ul2a Cr,, Cts) feod+c - 0C� ' POV�� 15f 6' AR�,s, . � � • `Vkwop A Y GREGORY A. PE17Z v 4 ARCHITECT # "►��� C 21383 1907 Ste. E Mangrove Chico, CA 95926 (91 6) 894-5719 1 v `s ► O n U • 2 •9t �8- 133TS> -LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (53;Q- 893-0112 FAX (530) 893-0140 Customer: Address: AP#: •• MM�ff - Trusses Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828- JT E C 40(J Y (916) 387-0116 • Timber Products Inspection, Inc. P.O. Box 20455 T8-16 Portland, OR 97220 (503) 254-0204 ca N 93- ( REPAIRS FOR KASATT-ATTILA KASZA - T -1G ATTIC L-1'0312" RENIR TRUSS FOR 3/4• DRILLED HOLE IN BOTTOM CHORD. NO REPAIR NECESSARY FOR THIS CONDITION. T 3�-8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a n114FNcleucl C11111—Ten " NOTE: SEE DRAWING CAUSR427 98134024 FOR LUMBER, PLATES, AND - OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. 75" Drilled Hole 2.5" from BC edge 18-7-0 w z 17-8-4 L 19-0-0 Q 36-8-4 Over 2 Supports R-2211 o� N PLT TYP. Wave TPI m [77 Q) N ALPINE z `-' A1Pim S*nmed Prodwb I= I seD lfi!16ID, CA 95M rl';s,lLDING DEP, R-2157 5 Desi n Criteria: TPI STD ••NARNIM6•• TRUSSES REQUIRE [WHINE CARL IY FABRD BRA I MAYDLIN6, SNIPPING, INSTALLING AND BRACING. REFER TO d10.91 (HANDLING IN6 INSTALLING IND AND ONACIH6), PURI ISN SISI 19.Oa9 CA - 1 - - - F Scat a ED BT TP1 (1NUSt ►IAT. lYST7TNTE, SBS D'ONOfRIO DN., SUITE 100. MADISON. yl 15119), F00. IF PRACTICES PRIOR TO THESE TOMS. "L SS OTHERWISE INDICATED, TOP CHORD SMALL STAWTURAI ESS/p,,_. _-'T! TC LL 16.0 PSF REF 0.427--94716 PANELS. RAPE PROPERU ATTACHEDID CEILING. IMPORTANT— BOTTOMA COPYDID OiSMALL TN11 DESIBYPROPERLY ULTAILATJOHGCONTRACTOR. W.Cp_ TC DL 15.0 PSF DATE 06/23/99 AI/EME ENGINEFR(D PRODUCTS, IMC. SMALL NOT BE RESPONSIBLE FOR ANY D(IIATION FROM THIS DESIGN; ANY FAILURE TO HULLO itl[ TRBSSES IN COOFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHI►►IN6, BRACING ,99 '�e� BC DL 8,0 PSF ORW CAUSR427 99174023 0► TAOSS INSTAILIBG AND Is. THIS DESIGN CONFORMS WITH APPLICABLE PR041SIONS Of NOS (NATIONAL DESIGN AND PUBLICOAMECTORSSPECIFICATI ARE MADEOF20GAHED By TASYMHE NA6St TPI. ASSOCEICEPTIASI BC LL 0.0 PSF CA -ENG J C J GR40RGUN STEELERNOTED. APPLY CONWECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OA * * /CWC THIS DESIGN, POSITION CONNECTORS P.p DRAWINGS 160 A -I. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT TOT. LD, 39, 0 PSF SEAN - 12667 DESIGN SHOWN. THE SUITABILITY ANO USE Of itllt COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER AY SII/TPI1.1998 SECTION E. _ OUR. FAC. 1 , 25 FROM ED SII ML SPACING 24.0" .REPAIRS FOR KASATT-ATTILA KASZA - T -1H ATTIC L-3.0312"STUB REPikIR TRUSS FOR 3/4" DRILLED HOLE IN BOTTOM CHORD. NO REPAIR NECESSARY FOR THIS CONDITION. E-' T V 1 Ca a 3 -JO -8 a C-1 JL a w w z w I— 15-8-4 1 � L 19-0-0 _ f� 34-8-4 Over 2 Supports R-2178 R-2034 71115 DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SURNITTFn AV TRIICC urn NOTE; SEE DRAWING CAUSR427 98134025 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS.AND SPECIFICATIONS. - 75" Drilled hole 4" from BC edge. 15=2-8 Ci. c`1 PLT TYP. Aline,Wave TPI -95 �' 'MANNING TIOSSE Desion Criteria: TPI STD 19 Oa9 T 2-5-15 +8-0-0 ri-IJILDING DEPARWEN."' I 3 IEOUIRE EITNEI[ CARF IN FABRICATION, GANGLING, SHIPPING, INSTALLING AND BRACING. NEFE0. TO VIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED 0T TPI (TRUSS HATE tT PERFORMING SBS OUNCTION DQ., SUITE EGO. MADISON, NI SG116), FOR SAFETY PRACTICES PRIOR TO FE TC LL 16.0 PSF [T PERFONNIN6 PANEL FUNCTIONS. UNLESS OTM[RM IS[ INDICATED, TOP CNORD SHALL NAVE PROPERLY ATTACKED [T STRUCTUNAI IAtlEIS, BOTTOM CHOID SHALL NAVE A PROPERLY ATTACHED 41610 CEILIN6. . C�jN' TC DL 15.0 PSF -PRODUCTS. INC. SMALLISH HOTABEOPY OF THIS RESPONSIBLE FOR�ANY THE DEVIATIONINSTALLATION THISTOESTOR; ALPINEFENGINEERE 99 5w B C 0 L 8. 0 P S F A L P I iV E BUILD TRE TRUSSES 11 CONFORMANCE VITA TPI; 04 FABRICATING, MAN OLI I6, SN IIGN: INSTALLING AND {1i. N BRACING OF TRUSSES. THIS DESIGN CONfIIHS V1TN APPLICABLE PROVISIONS Of GDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BF 7 AMERICAN FOREST ANO PAPER ASSOCIATION) AID TO Al1IME BC LL 0.0 P S F z CONNICTORS ARE TRUSS. ANpE OF EVdIESSTN A613 OT ENVIS[ID BALI.IOCAT(D ON STEEL. IDESI6NASPNOTED.N CONNfYTAPPLY CONNECORS PTOR$ TO * * TOT. L D , 39.0 P S F DRAWINGS 160 A•1. THE SGL ON THIS OIANIg6 INDICATES ACCEPTANCE OF PROFESSIONAL ENPEREER7N6 o ryy$e � �' COMPOMEITELITV FOq ANiLELY FOR PA1TICULAgETROSS BUIIDINGOIS TGETDESIGN SIESPONSIBiIITUin' Of THE THE SUITABILITY AND DESIGNER.PDF ERTHIS D U R . FAC. 1.25 9.11 1a CA 95828 AIS(/TPN LORA SECTION t. SPACING 24.0" Scale—.1875"/Fi REF R427--94716 DATE . 06/23/99 -5RW W CAUSR427 99174024 CA -ENG JCJ/CWC SEON - 12665 FROM ED (- REPAIRS FOR KASATT-ATTILA KASZA - T -7I ATTIC [2 -PLY] L-5'0312"STUB REPAIR TRUSS FOR 3/4' DRILLED HOLE IN BOTTOM CHORD. NO REPAIR NECESSARY FOR THIS CONDITION. Ca 1. C-3 0 z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONSI SUBMITTED RY TAllcc wc0 2 -Complete Trusses Required � NOTE: SEE DRAWING CAOSR427 98134028 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. ca � w w w :P -- n z 13-8-4 R, 19-0-0 - —32-8-4. Over 2 Support I R-2150 R-1906 p, Note: All Plates Are W1.5X4 Except As Shown. N PLT TYP, Wave TPI -95 I CJ) C7) CT N ALPINE Lpim Fns Sim, CA 93B28% IIIC. ��75" Dr1lled hole 2from BC edge 11- 7-12----� sign Criteria: TP BRACING, wu TO N1H•M1 (HANDL IN6 IHSTAIIIHG AND STALLING pOBII SMFD IFFINGTPI INSTALLING AND INSTITHi[. SBl 0 '0 1 0 i1 10 )t., SUITE 200. MADISON, NI 57739), FOR SAFETY PRACTIC[SUS3 PLPA10R Ai0 PEI/OAHIYG THESE FDN[i10R1. TE UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTNRAI PANELS, BOTTOM CHORD SHALL HAVE A PHOPERLY ATTACHED RIGID CEILING. '•IMPOATANT`- FURNISH A CO►T OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED POODUCTS. TRUSSES SMALL1 CONFORMANCE WITH RESPONSIBLE 7P1;0RANFABRICATING. HANDLING. SNIPPING. MINSTALIINGY FAILUREANTO D BRACINGOf NOTHIS SPECIFICATION DESIGN CONFO1 WITH APPLICABLE PROVISIONS OF MOS (NATIORAL DESIGN FIICAT1ON PUBLI PUDUSHIO R"OT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of ROLA ASTM ASSS MILAN My' SIELI. ESCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AMD UNLESS OTHERWISE LOCATED 01 THIS DESIGN, IOSITIOM CONNECTORS PER DRAWINGS 160 A". THE SEAL 01 .... DARNING INDICATES ACCEPTANCE Of PRO FESSIORAL ENGINEERING COMPONENT RESPONSIBILITY SOL PARELY FOR THE 7ROSS COMPONENT DESIGN SHOWN. THE SU17AMILITT AND USE Of THIS COMPONENT FOR ANY SECTION 6OIL01R6 IS THE RESPOMSIBIIITT OF THE BUILDING DESIGNER, PER ARSIrnI 3•I995 SECTION 2. 19. '99 1* on= _F 4- 1 I 2-5-15 +8-0-0 AhTE O. ' D - R _ I% cA/-/1/-/-/-/F TC LL 16.0 PSF TC DL 15.0 PSF BC DL 8,0 PSF BC LL 0.0 PSF TOT.LD. 39.0 PSF OUR.FAC. 1.25 SPACING 24.0" _Scale ®.1875"/Ft REF R427--94716 DATE 06/23/99 OR W CAUSR427 99174025 CA -ENG JCJ/CWC SEON - 12662 FROM ED (. REPAIRS FOR KASATT-ATTILA KASZA - T -7J ATTIC 36"OC REPAIR TRUSS FOR 3/4' DRILLED HOLES IN BOTTOM CHORD. NO REPAIR NECESSARY FOR THIS CONDITION. c.: -PL L-7'0312"STUB THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 3 Complete Trusses Required NOTE: SEE DRAWING CAUSR427 98134029 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. A � w a w •.w c_7 w w 1-8- T q -J T 8-0-0 75' Drilled hole 4.75" from BC edge 75' Drilled hole 3.75'8fr11m BC ed ge U I:t.i .�i DING a EPA ME 30-8-4 Over 2 Supports R-3194 R -2656 p, 9 IV -r Note: All Plates Are W1.5X4 Except As Shown. N PLT TYP. Wave TPI 95 Design Criteria: TPTrtTn) 1 rn N ALPINE z Alpine Engi CA 95828' Inc BUCIN6. REFER TO XIR•pl (NAMOLIN6 INSTAR IN6 11STALLING AND AND BRACIRG). PUBLISHED BY TPI I (TRUSS PLATE 503 D'01101`810 PEN ORKINC THESE fUNCTIONS. UNLESSTOTHERWISEOINDII ONCATED, TOPItpORDPStlAI MAYEon SAFETYPRACTICESPERLY ATTACKETo D STRUCTURAL PANELS, BOTTOM CHORD SNAIL HAVE A PROPEIILY ATTACHED RIGID CEILING. ,AW1 USSES 19ACOPY ORTo THE LRTALPINEiEPPR000CiSl0THRSIBLE FDAyT DEUIATIOR►ROMTNiSDESt6N; ANYAIIURETO7. MGN StOOAIRiSGINSTALL1116 A130 of TRUSSES. THIS DES IT CONFORMS WITS PPLICASLC PROYS 10 Of RDS(NATONALDISGN SPECIFICATION PUBLISHED BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIDE EACH FACE Of TRUSS. CONNECTORS ARE NAGE OF FOGA AS711 A6S3 CRAG GALT. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO DRAWING$ 160 A-1. TNEUSIAL SONTTHIS IDRAy MGT INDICATES ED SACCEPTARCEOF PiloOSITION COSIONALENPENE[AI66 RPEA R Itl6 RESPONSIUILITT SOLELY FOR THE T99SS COMPONENT DESIGN SNONH- TXE SUI TAB IIITF AND USE OF COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILD I THIS ANSI/TPI 1.1915 SECTION 2 46 DESIGNER. PER CA 1 - - F TC .LL 16.0 PSF TC DL 15.0 PSF BC OL 8.0 PSF BC LL 0.0 PSF TOT.LD. 39.0 PSF DUR.FAC. 1.25 SPACING 36.0 - Scale —.25H/Ft. REF R427--94716 DATE 06/23/99 OR W CAUSR427 99174026 CA -ENG JCJ/CWC SEQN - 12659 FROM (.REPAIRS FOR KASATT-ATTILA KASZA - T -7K ATTIC 36'OC [3-PLY1 L-11'4'STUS REPAIR TRUSS FOR 3/4' DRILLED HOLE IN BOTTOM CHORD, NO REPAIR NECESSARY FOR THIS CONDITION. A17 ca Ca.: c5 z THIS DRG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 3 Complete Trusses Required NOTE: SEE DRAWING CAUSR427 98134031 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS ANO SPECIFICATIONS. G�41 jLL -T.-1- I/ 75 Drilled hole 4.25' from BC a ge- -10-14 -1 a L— 7-8-0 _t '9-0-0 d 26-8-0 Over 2 Supports I R-3170 W-3.5' R-2210 PLT TYP. Wave TPI- Q) ♦C" Q) N ALPINE z "A AlPS wed Products, IIIc SBCTILSO W, CA ft WARNING" TRUSSES REQUIRE EXTREME CNE IN FABRICATION. B NDLING. sign snlve ci arsrALLPIN6 A oTD BRACING. 19.Oa9 CA NEPER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED Of TPI (TRUSS PLATE INSTITUTE. 503 D'ONOfR10 OR.. SUITE 200, MADISON, NI $3719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE ESw T C LL 1 6.0 PSF INDICATED, TOP CHORD SHALL tlAYE P0.0DERLY AITACNED STRUCTURAL PANELS. BOTTOM CHORD SNALI RAYS A PROPCRLT ATTACHED 81610 CI II II G. yyRA "Y AI.� TC DL 15.0 PSF MPORTAMT—' FURNISH A COPY Of THIS DES16H TO THE INSTALLATIOR CONTRACTOR. ALPINE ENGIIFIAEO PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR '99 ANT DEVIATION FROM THIS DESIGN; AMY fA1LURE TO BUILD THE TRUSSES IN CONFORMANCE WITN TPI; OR FABRICATING, NNOIIMG, SHIPPING. INSTALLING AND BRACING OE TRUSSES. .e B C DL 8.0 P S F THIS DESIGN CONFORMS WITH AP►LICNLE PROVISIONS OF NDS (NATIONAL DESIGN SP[CIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER X13815 SIXBC LL 0.0 PSF ASSOCIATION) AND 7P1. ALPINE CONNECTORS AAF MADE OF 20GA ASTM A653 GR40 GALA. STEEL. EXCEPT AS NOTED. APPLY CORRECTORS 10 EACH FACE OF TR OSS. AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION *� * TOT. LD 39.0 PSF CORRECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS ORANING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. . THE SUITABILITT AND OSE OF THIS COMPONENT FOR ANY PN T ICULN BUILDING IS THE RESPONSIBILITY Of D UR .FAC . 1.25 TBE BUILDING DESIGNER, PER AA SIFTPI I.199s SECTION I. _ SPACING 36.0' Scale—.25'/Ft. REF R427--94716 DATE 06/23/99 DR W CAUSR427 99174027 CA -ENG JCJ/CWC SEAN - 12654 FROM ED 99-2166 B"-, 611-71-0-014 YAISZA, AtillEl Chico 98-1538) S 175 Falcons 'p (1st renewal� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 �. PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASigppI"M t} ZONING OM ,r, BUILDING PERMIT J OWt! �1T�Li(t ��,37A TELEP� ;E �,!' ' SO FT. OCC. BUILDING VALUATION 'n:) ' ,1)NG',1 s�;i' -,T1-r m pru , 1^1Trrn CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER [,Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee d rR1C,11qAL $ S9n.7MAILING ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOTrt- slJ/A'ME� T�-+t* PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 13 Duplex ❑ Mobilehome ❑ Other 'SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: IFT 21"rFFIT-121 1532 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service .OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, i11 do the work, and the structure is not intended or offered for sale. ,W 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 46.00 CCU000A NEW CONST. DWELLING OCCUP. WP OR ADDNS. ( a ACC. S. SO 3.5QFT, �NjOµgESIp. T.MULTI-OUTLET @7.50 APPARATUS s SINGLE OUTLET CI R. EX. Occup. OUTLET OR FIXTURES SAL ® 1.500 OR Ex. Occup. DuTiErs(RRM.) EEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 11 -BI certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith Comply with those provisions. �.% n r X �t� — �--- Date �/ �• v Cf _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ c . 3_Jz CONST.._TYPE 1 TOTAL FEE $ Qq .75 HAZ. D. FEPS' IMP FLOOD CDF PARCEL PO HD ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B ~�K ( t Jt w Date 71lL� ?J Y EXPIRES ON �` t Date Receipt No. o� _1 0PERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION,' DEPARTMENT•.OF DEVELOPMENT�SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. w A routine inspection indicates that the following violations of butte county Ordinances exist at the above dress and should be corrected. Please notice this office when correction of work is co leted. If you have any questions pertaining to this matter, or need additional explanation, /p ase contact this office immediately. 1 -TZS Co (-tozf�7 7I r -5f �A (� LL OScs 1 i C0 -4-l' AV IC'Te- DX ' *r— lL c k h DLA— P6 Date Inspector i REV 10/92 n-40 . ()(fA-� rZ/ e /9 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. . A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. DaA -/3 Inspector V ' REV 10/92 . 0 8000 IliOT-NNINNIN 00+07-- I` 0.,'OT'ONI> 9- 7711 MIN, IS I 8000 00+33 630<TT~oN> COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7544 ��EERMIJ (Rev. 12/96) " APPLICATION AND PERMIT t2( As`MT A7TLE d!-E}E'ft, 4 IKJA�SJZA Z°"PUD BUILDING PERMIT °�"WtIILL/ AL TE 345-6487 SO. FT. OCC. BUILDING VALUATION 1 y epQµ rEffstREEK CIRCLE, CHICO CONTTRACTtO'R''SKN�A,M�E1 TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filinq Fee $ 20.00 Permit Fee 2 ORIGINAL $ 599.75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ BUILDING ADDRESS H Energy Plan Checking Fee $ $ PERMIT FEE $ 61. .75 LOT No. 13 SUBDIVISIONS NAME FALCONS POINTE PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE �y SF 6 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK XXXX New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other "O' Describe Work: IST RENEWAL/98-1 518 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200AOR. 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affir under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, ill do the work, and the structure is not intended or offered for sale. � as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason TO Main Service TG 46.00 NEW CONST. DWELLI EL OCCUCUP. OR ADDNS. ( & ACC. BUDS. SO 3.50FT. T. MULTI. NONNEW RESIO OIRCUT ITS 97.50 OWER APPARATUs 6 SINGLE OUTLET CI R. Ex. OCCU OUTLET OR FIXTURES 200 1.00 SAL 9 .50 Ex. Occup. our rs IXEDPR.,,D.) LNS ORA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation f one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 37 of the Labor Code, I shall orthwith m .ly with those provisions. Q _ Date / -2 Signature of Ap licant - Owner ❑ Contractor 13Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ 2_3 CPWJ_rQE T TAL FEE $ 619.75 HAZ. D. FE IMP FLOOD COF PAROEL _ PO HD IS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate • above for which fees have been paid. By Date PERMIT EXPIRES ON 9/24/2000 Date ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature.... Please complete and -return 'this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No buildingpermit will be issued until this verification is received. ' 1. I personally plan to provide the major labor terials for construction of the proposed property vement : YES[ NO ]. 2. I HAVE[ VE NOT[ ] signed an application for a building perrnif for the proposed work., 3. I have contrated with the following person (firm) toprovide „the proposed construction: , NAME: ADDRESS: CITY• PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but -I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following.persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: DATE: / .22 NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. May 1995 This verification must be completed and returned to our office before we are permitted to issue the permit. i/- 7/— 7jy 2.26 r s' 0.&: I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following informationtor your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial riskslor-you if you do not carryout these obligations, "and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons ,professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor , and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 OWNER: TODETERMINE APPROXIMATE ELEVATION OF POOL ON DAY'OF EXCAVATION. OWNER: POOL AREA TO BE FENCED, PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. - BY OWNER OWNER: WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR 7 DAYS, DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY. DO NOT USE RUBBER HOSE WHEN FILLING POOL AS IT WILL MARK PLASTER. 8� W!fl1�9 )LANNING DIVISION - BUILDING PLAN APPKUVAL Use: Date: Parking: _ Landscaping: Other Signature: PLAST )OSSIB R SY 0-7 1�09 BUTT"E COUNTY BUILDING DIVISION �APPROVED ^mac SCALE 1/8" = 110• SALES OFFICE PERMIT.OFFICE G REY it PHONE NO. MGR. JOB NO. SALESMAN :PEBBLE -TEC MAP BOOK NO. °"" S Isom COMMUNITY LEGAL DESCRIPTION NAME ATILL STEM, A P O 11 -710-014 M.B. ADDRESS LOT NO: TRACT NO. BOOK _ PAGE BLOCK MAILING ADDRESS GENERAL SPECIFICATIONS SIZE 20x38 AREA 760 -DEPTH 3.6 TO SHAPE C U S TO M PERIMETER 14 0 TEMPLATE NO. _-c- CUSTOM TILE SIZE 6" A 6" TILE COLOR O T S _COPING ,N 6 COPING COLOR N O POOL CAPACITY 25,000 GALS. PUMP.CAPACITY 110 G.P.M. MOTOR H.P. I I 2 H.P. FILTER Q8 SO. FT. FILTER RATE 'I I O G.P.M. TURNOVER 4 1/3' HRS. VACUUM LINE & SKIMMER 2 RETURN LINE 2 MAIN DRAIN I I 2 - SKIMMER -MODEL 2 U-3 BACKWASH TO DIS LINE _A0_' OF %" FILL LINE ANTI•SYPHON VALVE -AUTO-ELL ' HEATER N 0 SIZE NO BTU GASLINE BY: NO VENTED BY: N 0 LIGHT 2 250 Cw\ CLOCK 220 CV) ELECTRIC BY: P ELECTRICAL BONDING BY: C F P POOL CLEANER POOL VAC CHLORINATOR NO BOARD -SIZE N O COLOR 'N 0 BOARD SUPPORTS. NO ' LADDER -Model ' ` NO SLIDE•p�i_colo.�Q STUB PLUMB - ---c ND TILE & COPING Q-ASAR D oTN DECK BY: -Y- 0.T HERS TREES. ETC. N 0 CONCRETE REMOVAL BY: N RAISED BOND BEAM:, YES D NO HEIGHT WIDTM CROSS STREETS RES. PHONE' 34 5-6487 BUS. PNONE 660-3096 1C - CARE -FREE POOLS #9 Alyssum Way Chico, CaGfomla 95928 Bill Bell Contr. Lic. #380826 Phone 342-4639 J ` \ ,, tr C C 1 p t :• iIT � T m x IT U) M -o z v RE TA"NG WALL P 0 - Z` '' z , o - U�c:1 !o � M m n O cpN 0 p I ^ ° _ C . m D C S ' U) M -o z v RE TA"NG WALL P 0 - Z` '' z , o - U�c:1 !o � M m n O RE TA"NG WALL P 0 - Z` '' z , o - U�c:1 t g M Kt F Ilion gJSCg i �QQ if FN Ju yr F F 9^ '8 m7F 19 �_p 1 M ° o N Om A �� 7Q > iiii33 Rf �g> ;J 48 0- 5 % q§Frp� T O D v966 y y ti bs�fU O $ y, $. •, D O jg 05 �i 9 z M DIA 9 y � �O � Q 4Tj F$a s• ° 8� $� lzi �t1i S< HIM 9 f 1,;fall< � $ H I flfij :�§ g F g 5R q g F99 8 z A iRM§ !rA E 1 0 JA�� 9gi! 2 ot MI ffif v 8 ill 1! 10 + I < $$ h e, gig� 9P > Mi�€ M$� HIM gig y °� gP�za?y� T� p A6 O b � Y+ O4 � � �, �r � � mii7 $ � �� �� G D N p^y� i � D iR � LL T1 P j Z > lip CD from the desion desk of COVER DUWN OP • A NEB PATO COVER FOR A SHEET CHECKED OR ^ c' ^ ��SE� & R�h� Russell, Cialla�vay Associates, Inc. _ STATUS GATE ROB. fV"tt7lJ'f, • ' RESIDENCE 115 Meyers Street, Suite 110 UTWOx c zE o5 < Chico, California 95928 s �E • 175 FALCON'S POINTE DRIVE ®®� REVISION aEVlslox • CHICO. CA + ...02 r`� (530) 342-0302 fax 342-1882 REVISION r.g.a. project number. 08-016 pjaucbecirl status number: 00-000 or G.Lt www.rga-cluco.com-- ._ ._ •_. _ _ !o � M m n O _ m . m D C 0 r� �1 O OM A r O o D D z >r M z m ~ z M O P o D r o \ n O D Z A W r Z my 1 m GJ N i a m Z O :d ~ Z Z Z O m VI o D_ -m1 t g M Kt F Ilion gJSCg i �QQ if FN Ju yr F F 9^ '8 m7F 19 �_p 1 M ° o N Om A �� 7Q > iiii33 Rf �g> ;J 48 0- 5 % q§Frp� T O D v966 y y ti bs�fU O $ y, $. •, D O jg 05 �i 9 z M DIA 9 y � �O � Q 4Tj F$a s• ° 8� $� lzi �t1i S< HIM 9 f 1,;fall< � $ H I flfij :�§ g F g 5R q g F99 8 z A iRM§ !rA E 1 0 JA�� 9gi! 2 ot MI ffif v 8 ill 1! 10 + I < $$ h e, gig� 9P > Mi�€ M$� HIM gig y °� gP�za?y� T� p A6 O b � Y+ O4 � � �, �r � � mii7 $ � �� �� G D N p^y� i � D iR � LL T1 P j Z > lip CD from the desion desk of COVER DUWN OP • A NEB PATO COVER FOR A SHEET CHECKED OR ^ c' ^ ��SE� & R�h� Russell, Cialla�vay Associates, Inc. _ STATUS GATE ROB. fV"tt7lJ'f, • ' RESIDENCE 115 Meyers Street, Suite 110 UTWOx c zE o5 < Chico, California 95928 s �E • 175 FALCON'S POINTE DRIVE ®®� REVISION aEVlslox • CHICO. CA + ...02 r`� (530) 342-0302 fax 342-1882 REVISION r.g.a. project number. 08-016 pjaucbecirl status number: 00-000 or G.Lt www.rga-cluco.com-- ._ ._ •_. _ _ NMD202 GENERAL SPECIFICATIONS SIZE 20.38 AREA 760 -DEP1H 3"6 TO6_a SHAPE C U S TO M PERIMETER 14 0 TEMPLATE NO. CUSTOM rci TILE SIZE 6" A 6 " TILE COLOR 0 T S COPING '.N 6 COPING COLOR N 0 POOL CAPACITY 25,000 GALS. PUMP.CAPACITY 1 I 0 G.P.M. MOTOR H.P. 112 H.P. FILTER Q8 SO. FT. FILTER RATE *110 G.P.M. TURNOVER Q 1/3' HRS. VACUUM LINE 8 SKIMMER 2 RETURN LINE 2 " MAIN DRAIN 1 I 2 SKIMMER -MODEL (2) U-3 BACKWASH TO DIS LINE --4-0—' OF %" FILL LINE ANTI -SYPHON VALVE AUTO -ELL' HEATER: N O SIZE NO BTU GASLINE BY: NO VENTED BY: N-0 LIGHT 2 250 (W). CLOCK 220 CV/ ELECTRIC BY: ELECTRICAL BONDING BY: C F P POOL CLEANER P W L VAC COLOR SUPPORTS - 1 1 4 OWNER: • TO DETERMINE APPROXIMATE ELEVATION NOTE SCALE 1/8" = 1101 OF POOL ON DAY'OF EXCAVATION. DECK BY: * 0 T H E S PLASTER rG g EY -Y - OWNER: TREES. ETC. N 0 POOL AREA TO BE FENCED, PER COUNTY POSSIBLE PEBBLE -TEC OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. PHONE NO. BY OWNER S ON C OMN OWNER. SEWER SYSTEM WET DOWN CONCRETE SHELL AT LEAST DATE TWICE DAILY FOR 7 DAYS. I DO NOT TURN ON POOL LIGHT WHEN POOL NAME ATI LLA AND JENNY K A S Z A IS EMPTY. .. B. DO NOT USE RUBBER HOSE WHEN FILLING POOL AS IT WILL MARK PLASTER. CHICO CA NMD202 GENERAL SPECIFICATIONS SIZE 20.38 AREA 760 -DEP1H 3"6 TO6_a SHAPE C U S TO M PERIMETER 14 0 TEMPLATE NO. CUSTOM rci TILE SIZE 6" A 6 " TILE COLOR 0 T S COPING '.N 6 COPING COLOR N 0 POOL CAPACITY 25,000 GALS. PUMP.CAPACITY 1 I 0 G.P.M. MOTOR H.P. 112 H.P. FILTER Q8 SO. FT. FILTER RATE *110 G.P.M. TURNOVER Q 1/3' HRS. VACUUM LINE 8 SKIMMER 2 RETURN LINE 2 " MAIN DRAIN 1 I 2 SKIMMER -MODEL (2) U-3 BACKWASH TO DIS LINE --4-0—' OF %" FILL LINE ANTI -SYPHON VALVE AUTO -ELL' HEATER: N O SIZE NO BTU GASLINE BY: NO VENTED BY: N-0 LIGHT 2 250 (W). CLOCK 220 CV/ ELECTRIC BY: ELECTRICAL BONDING BY: C F P POOL CLEANER P W L VAC COLOR SUPPORTS - STUB PLUMB ores No • TILE III COPING �ABAV o OTN ' DECK BY: * 0 T H E S TREES. ETC. N 0 PERMIT.OFFICE CONCRETE REMOVAL BY: N SALES OFFICE RAISED BOND BEAM:, YES O NO D"HEIGHT WIDTH PHONE NO. MGR. ��— JOB N0. SALESMAN MAP BOOK NO. DATE SWIMMING POOL LEGAL DESCRIPTION NAME ATI LLA AND JENNY K A S Z A J ITY A P O 11 -710-014 .. B. ADDRESS175 5 FALCONS MINT RD _ CHICO CA LOT NO: CROSS STREETS TRACT N0, RES. PHONE' 34 5-6487 BUS. PHONE03096 BOOK PAGE BLOCK_ CARE -FREE POOLS MAILING ADDRESS IHTs S_ #9 Alyssum Way C Chico, Cafifomia 95928 Bill Bell Contr. Lic. #380826 Phone 342-4639 ENGINEER I DRAFTER I DESCRIPTION E. FERGUSON I E. FERGUSON I PHOTOVOLTAIC SYSTEM SITE PLAN'9%� SCALE: 1/64��-�� , EXISTING FENCE CONDUIT RUN IN TRENCH 69' INVERTER WITH INTEGRATED DC DISCONNECT / I e /- Aol / EXISTING / POOL Ir I II JUNCTION BOX ! II III 6�. I EXISTING III RESIDENCE ' it I, ;I HOA SET i I BACK LINE !III O SEPTIC i HOLDING i l TANK 10, '004)Z" ��`F SERVICE ENTRANCE REC SOLAR, INC. CUSTOMER APPROVAL E C� CA CL# 750184 775 Fiero Lane, Suite 200 OL R„�rrr(- San Luis Obispo, CA )528- USA PROJECT FOREMAN 11111(( Phone (888)657-6527 Fax (805)528-9701 I, JUNCTION BOX PV SUB PANEL INVERTER WITH INTEGRATED DC DISCONNECT FLANJ C l.-�/tifC 73 - " BUTTE CQUNn" DUILDING DIVISION 5. 4-1"7 11 c:> P.H 34' AR -01 II ` PROPERTY I LINE I� 29+ I I ZONE R-1 `I SET BACK LINE Y SUNRUN METER r f, PLANS REVIEWED: BOM REVIEWED: WELL HOUSE TABLE OF CONTENTS PAGE # DESCRIPTION PV -01 SITE PLAN PV -02 STRUCTURAL DETAIL PV -03 RACKING DETAIL PV -04 ELECTRICAL DETAIL SYSTEM INFORMATION MAGNETIC TRUE ARRAY PITCH ORIENTATION ORIENTATION AR -01 300 1650 1800 VICINITY MAP NOTES: 1) 10.56 KW SOLAR SYSTEM INSTALLED BY REC SOLAR CL # 750184 2) SOLAR MODULES MOUNTED FLUSH TO GALVANIZED PIPE SUB -STRUCTURE USING REC SOLAR SERIES 200 ALUMINUM RACKING SYSTEM. SYSTEM WEIGHT: 3 LB/FTA 2 3) INVERTERS LOCATED ON BACK OF EACH SUB ARRAY. 4) CONNECT SYSTEM TO SERVICE ENTRANCE ON SOUTH EXTERIOR WALL OF RESIDENCE VIA 60, AMP BREAKER. 5) RUN CONDUIT IN TRENCH TO RESIDENCE THEN IN ATTIC AND UNDER EAVES TO SUNRUN METER AND SERVICE ENTRANCE. KASZA RESIDENCE REV: C 175 FALCONS POINTE DRIVE PV -01 CHICO, CA 95928 3/23/2010 D N D °.r ENGINEER DRAFTER DESCRIPTION E. FERGUSON IE. FERGUSON PHOTOVOLTAIC SYSTEM RACKING NOTES: USE SERIES 200 GROUND RAIL. MAX 10' SPAN, MAX 2'-8" OVERHANG. USE 1-1 /2" SCHED 40 GALVANIZED STEEL PIPE. MAX 6-6" SPAN, MAX 2' OVERHANG. -_ IV a J V MIN V-6" 1 ISCHED40NT TO A 0 STRUCTURAL DETAIL III-111;IIII���III V MIN 1 1/2" SCHED 40 GALV PIPE PHOTOVOLTAIC MODULES MODULE NOTES: SERIES 200 RAIL SUPPORT REC : REC220AE-US 220W MODULES [BUTTE COUN 65.55" X 39.02" X 1.69"-BUILDING UI DING DIS ®�� A% !� l.� 3 Q V ?�- h. .: piBR NH, �Yt4-Q 1 —III—III III—III—III III � � � ��I—III it �rri rr r i r r r r r r r r I -I I I -I I I -I I I -I I I -I I I -I I I -I I I -III -I rr, r'; rrr rrr';'r rrr rrrrrr,r,r rr I _ r rr rr ri r rr ri ri r r r r r rr r r rr ! r r !i !i ri !i!ri rri r!i!ri rii r!ilrir rrr! - -II_ -I I - III -III -I I Ed I I -I I I -I I Ed I El I I -I I El I I -I I I -I I I -III -I I I ' -I I I -I I E -11 E -1I I -III -I I ElI I -I I —11 I I -I I -I I I -I I I -I I I -I I I I I -I I' T-6" 25 - GROUND MOUNT DETAIL SIDE VIEW T-6" i p 1 REAI-� VIEW bHLVHIVILCU rlrc ALTERNATE BRACE M O D U LE LAYO UT SCALE. 1/HSI = 1' ORIENTATION AS SHOWN R E C�" REC SOLAR, INC.. CUSTOMER APPROVAL PLANS REVIEWED: KASZA RESIDENCE REV: C /� CA CL# 750184 X75 Fiero Lane, suite zoo 175 FALCONS POINTE DRIVE PV -02 SOLAR //� San Luis Obispo, CA )528- USA PROJECT FOREMAN BOM REVIEWED: CHICO 3/23/2010 �I(( Phone (888)657-6527 Fax (805)528-9701 , CA 95928 I A ENGINEER DRAFTER I DESCRIPTION E. FERGUSON E. FERGUSON I PHOTOVOLTAIC SYSTEM 5/16 x 2-1/2" S.S. SILVER (162-0] BLACK (015-1] 5/16 S.S. LOCK W, SILVER (165-1 BLACK (165-1 MODULE ENI VARIOU (232 5/16 S.S. LOCK W) (165-( 5/: S.S. (162-( RACKING DETAIL BUTTE COUNri BUILDING DIVISIC t�PPRc)v (2) #4 REBAR TOP - AND BOTTOM. MINIMUM 3" DISTANCE FROM BOTTOM, SIDES, AND TOP OF GRADE BEAM 1-1/2" SCHEDULE 40 GALVANIZED PIPE �- 8" 0 CONCRETE CAP SONOTUBE TO EXTEND 4" ONLY AND NOT BELOW FINISH GRADE 12" WIDE X 18" DEEP CONCRETE GRADE BEAM GROUND MOUNT GRADE BEAM FOUNDATION TAYLOR & SYFAN QR0FESs/pk9 684 Clarion Court O Q-Pr1\ E L r San Luis Obispo, CA 93401 NOTE: RACKING NOTES: TORQUE ALL KEE KLAMP (OR EQUIVALENT) SET S4 I USE SERIES 200 GROUND RAIL. SCREWS TO 29 FT -LBS (348 IN -LBS) TORQUE FOR STRUCTURAL * Exp. 09/30/10 MAX 10' SPAN, MAX 2'-8" OVERHANG. USE -1 /2" SCHE D 40 GALVANIZED STEEL PIPE. I ELEMENTS ONLY �P 1�� of CA MAX 2' OVER r REC SOLAR, INC. CA CL# 750184 775 Fiero Lane, Suite 200 CUSTOMER APPROVAL PLANS REVIEWED: KASZA RESIDENCE 175 FALCONS POINTEDRIVE PV -03 REV: C SROER San Luis Obispo, CA 93401 USA Phone (888)657-6527 Fax (805)528-9701 PROJECT FOREMANBOM REVIEWED: CHICO, CA 95928 3/23/2010 I:Vmd�mmmuon\tx v,ok�Wa,.MIY_xGt)sl(ti5L0a69Enu�ten,q\warWnp uaWn aao,me,mWmoW,iRMO creav eem,.e.e .: AVIV- I 01 ENGINEER DRAFTER E. FERGUSON E. FERGUSON NOTE TO INSTALLER: ADD NEW 60A PV BREAKER TO MAIN PANEL. REPLACE EXISTING 200 AMP MAIN BREAKER WITH NEW 175 AMP MAIN BREAKER. DESCRIPTION PHOTOVOLTAIC SYSTEM 120/240 VAC SINGLE PHASE SERVICE 200 AMP MAIN PANEL RATING 175 AMP MAIN DISCONNECT 10K RMS SYM. AMPS INTERRUPTING RATING PG&E METER #4K7447 1" EMT OR EQUIVALENT: un�v (2) 4 AWG THHN/THWN-2 CONDUCTORS NEER r(1) 4 AWG THHN/THWN-2 NEUTRAL _ 1 (1) 6 AWG THHN/THWN-2 GROUND e o SUNRUN METER 60 AMP PV 100A, 240V BREAKER e� BUS WIRELESS CONNECTION GROUND eus FACILITY GROUND ELECTRICAL DETAIL 1 1/2" EMT OR EQUIVALENT: - (2) 1 AWG THHN/THWN-2 CONDUCTORS (1) 1 AWG THHN/THWN-2 NEUTRAL (1) 6 AWG THHN/THWN-2 GROUND REC INSTALLED 100 AMP SUB -PANEL 120/240 VAC 30 AMP PV JUNCTION BOX JUNCTION BOX BREAKER AT RESIDENCE AT ARRAY '�-� 30 AMP PV BREAKER BUS / GROUND BUS CONDUIT RUN IN TRENCH 1 1/2" SCHEDULE 40 PVC OR EQUIVALENT: (2) 1 AWG THHN/THWN-2 CONDUCTORS (1) 1 AWG THHN/THWN-2 NEUTRAL (1) 6 AWG THHN/THWN-2 GROUND SUN RUN NOTES: 1. ATTACH THE INVERTER OUTPUT TO THE BOTTOM LUGS OF THE SUN RUN METER BASE. 2. LEAVE THE UTILITY -SIDE POWER (PV BREAKER) ON TO THE SUN RUN METER WHEN YOU LEAVE THE SITE (THE RED "POWER ON" LIGHT ON THE COMMUNICATION COLLAR WILL REMAIN ON CONSTANTLY). 3. CALL SUN RUN AT 415.982.9000 OR 415.254.7804 (BACK-UP NUMBER) FORA METER TEST WHEN INSTALLING THE SUN RUN METER. ELECTRICAL NOTES: 1. GROUNDING WIRE WILL BE BONDED DIRECTLY TO FACILITY GROUND 2. ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2005 NEC 250 3. MODULE INTERCONNECTIONS WILL BE MADE WITH 10 AWG RHW/USE-2 WIRE. 4. ARRAY CONDUCTORS ARE SIZED FOR DERATED CURRENT PER STRING 8.4 AMPS SHORT CIRCUIT CURRENT 125% DERATING FOR EXTREME IRRADIANCE CONDITIONS (NEC 690-8 (a)) 125% DERATING, CONTINUOUS PHOTOVOLTAIC SOURCE CURRENT (NEC 690-8 (b)) ' 156% TOTAL DERATING (COMBINATION OF ABOVE) 13.1 AMPS TOTAL CAPACITY (AMPS TOTAL CAPACITY = STRING SHORT CIRCUIT CURRENT MULTIPLIED BY TWO ABOVE DERATES, 1.25 X 1.25 X SHORT CIRCUIT CURRENT) 5. INVERTER PROVIDES NECESSARY GROUND FAULT PROTECTION AS REQUIRED BY 2005 NEC 690.5 GROUND FAULT PROTECTION. 6. PHOTOVOLTAIC SYSTEM HAS CONDUCTOR BONDED TO GROUND IN INVERTER AS REQUIRED BY 2005 NEC 690.41 SYSTEM GROUNDING, AND 690.42 POINT OF SYSTEM GROUNDING CONNECTION. 7. WHERE DC PHOTOVOLTAIC OUTPUT CIRCUITS ARE RUN INSIDE A BUILDING THEY SHALL BE CONTAINED IN A METALLIC RACEWAY OR ENCLOSURE FROM THE POINT OF PENETRATION TO THE FIRST READILY ACCESSIBLE DISCONNECTING MEANS - 2005 NEC 690.31 (E) 8. USE UL APPROVED BONDING FITTINGS AT ALL CONDUIT/BOX JUNCTIONS. 9. MODULES CONFORM TO AND ARE LISTED UNDER UL 1703 10. INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741 3/4" EMT OR EQUIVALENT: (2) 8 AWG THHN/THWN-2 CONDUCTORS (1) 8 AWG THHN/THWN-2 NEUTRAL (1) 8 AWG THHN/THWN-2 GROUND CONDUIT RUN IN TRENCH 1" SCHEDULE 40 PVC OR EQUIVALENT: (2)8 AWG THHN/THWN-2 CONDUCTO (1) 8 AWG THHN/THWN-2 NEUTRAL (1) 8 AWG THHN/THWN-2 GROUND (1) 6 AWG BARE COPPER BONDED TO EQUIPMENT GROUND MODULE CHARACTERISTICS PER INVERTER REC SCANMODULE REC220AE-US 220 watts Open Circuit Voltage 36.4 V Open Circuit Voltage: (NEC 690.7) 42.6 V Max Power Voltage , 28.4 V Short Circuit Current 8.4 Amps Short Circuit Current: j_ (NEC690.8(A)(1)) 10.5 Amps SYSTEM CHARACTERISTICS S1135000ONE PER INVERTER System Size 5.28 kW System Open Circuit Voltage 511 V System Operating Voltage 341 V Max Allowable DC Voltage 600 V System Operating Current 15.6 Amps System Short Circuit Current 21 Amps LABEL: DC DISCONNECT OR INVERTER SMA AMERICA SBSOOOUS (240 V) 5000 WATT INVERTER AND FUSED DISCONNECT ASSEMBLY INVERTE AC OUT DC IN FUSED, 2 -STRING COMBINER AND LOAD RATED DISCONNECT TO ISOLATE INVERTER FOR SERVICE RS SMA AMERICA SB5000US (240 V) 5000 WATT INVERTER AND FUSED DISCONNECT ASSEMBLY INVERTE AC OUT DC IN EQ� FUSED, 2 -STRING COMBINER AND LOAD RATED DISCONNECT TO ISOLATE INVERTER FOR SERVICE - WARNING - THIS EQUIPMENT IS POWERED BY A PHOTOVOLTAIC POWER SOURCE CONDUCTORS EXPOSED TO FREE AIR: (4) 10 AWG RHW/USE-2 CONDUCTORS (1) 8 AWG BARE COPPER GROUND (24) REC SCANMODULE REC220AE-US MODULES IN (2) STRING OF (12) MODULES 436.8 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE CONDUCTORS EXPOSED TO FREE AIR: (4) 10 AWG RHW/USE-2 CONDUCTORS (1) 8 AWG BARE COPPER GROUND LABEL: MAIN SERVICE PANEL, EXISTING SUBPANELS, AND EXISTING EQUIPMENT TIED INTO. - WARNING - DO NOT ENTER THIS EQUIPMENT IS POWERED BY A PHOTOVOLTAIC POWER SOURCE LABEL: REC INSTALLED JUNCTION BOXES, COMBINER BOXES AND GUTTER BOXES. (24) REC SCANMODULE REC220AE-US MODULES IN (2) STRING OF (12) MODULES 436.8 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE BUTTE COUNTY q P" JIL DING DIVISION - WARNING - ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH LINE AND LOAD SIDE MAY BE ENERGIZED LABEL: REC INSTALLED SUBPANELS AND FUSE BOXES PHOTOVOLTAIC DISCONNECT - WARNING - ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH LINE AND LOAD SIDE MAY BE ENERGIZED LABEL: AC, DC DISCONNECT OR OTHER DISCONNECTING MEANS. REC SOLAR, INC. I CUSTOMER APPROVAL 1PLANS REVIEWED: I KASZA RESIDENCE REV: C CA CL# 750184 775 Fiero Lane, Suite 200 175 FALCONS POINTE DRIVE PV -04 1S0LjC9rrrrFSan Luis Obispo, CA )528-USAPROJECT FOREMAN BOM REVIEWED: 3/23 2010 Phone (888)657-6527 Fax (805)526-9701 CHICO, CA 95928 / D N D