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028-410-101
28- -101 ANTHONY�P . COLAC�3 SIS @end oaf Mission Olive Ct, Oro Permit#1388-81E*power pole/P1P_s- for well & futurte lot development) 18 - ]QL contra Soudan Const., Oro ;ille Permit #3212`81i3,P,E,M(new, g family) , v" 28-IUI+--- contr; SoudanlConst., Oroville Permit #41-8"-82B(new open -deck & class A flu -/SF) , 28-101 r ontr; Soudan --- Permit#312-,B,E(add garage/SF)' ��hp i Pe t#3518-83P(add.Plbg/3121-83) /aq/8'� 28-x-101 *Pe-r-mit#40.04-83B ( ins to l l- wood-�s tove) SF 28-* 101 PErmit#2551-87B-E(hot- tub, e[- ncu- sure on existing deck) �- �88 B08=0395'.x. �. �--- � µO28=410-101'=^ MISCELLANEOUS, ti Phtoytaic Sys Grnd GR.OUN'D"MOUNTED SOLAR!(4,KVV) -32 MISSIONOLIVE'CT`:-V COLACI, ANTHONY In 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: 32 MISSION OLIVE CT Owner: Permit N0: B08-0395 APN: 028-410-101 COLACI, ANTHONY Issued Date: 4/2/2008 By GLB Permit type: MISCELLANEOUS 32 MISSION OLIVE CT Subtype: Phtovtaic Sys Grnd OROVILLE, CA 95966 Expiration Date: 4/2/2009 Description: GROUND MOUNTED SOLAR (4 KV (530) 589-1051 Occupancy: Zoning: ARW Contractor Applicant: Square Footage: S P G SOLAR INC S P G SOLAR INC Building Garage Remdl/Addn 521 CAL OAK ROAD 521 CAL OAK ROAD OROVILLE, CA 95965 OROVILLE, CA 95965 Other Porch/Patio Total (530) 533-5988 (530) 533-5988 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Photovoltaic System $421.93 Total Charged: $500.83 Fees Paid: $500.83 Balance Due: $0.00 Receipt No: B6585 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 S P G SOLAR INC 759086 / B C46 C10 / 1/31/2010 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 force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X mai 4/2/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: C tractors Sig ature 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: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I 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 Contractors License Law dows 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 STATE FUND 046-0016178-2006 4/1/2008 Carrier. Policy Number. Exp. Date: Contractors License Law.). (This section need not a completed if the permit is or one undre dollars ($100) or less. ❑ 1 AM EXEMPT under Section B. 8 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 4/2/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date provisions. 4/2/2008 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 ignature 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 D 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 arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owners behalf. o D was rev L, 4/2/2008 CONSTRUCTION LENDING AGENCY _ 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name Of rmittee !S Ml Print Date the performance of the work for which this permit is issued. (3097 civ. code) 'E1 Owner 1:1 Contractor OR. DAgent for Owner gent for Contractor FILE COPY Lenders 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 OFAPPLICATIORr Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name or-�o i- -4C / First Name 7*,,)Y Mailing Address 32 01 5 S /0>J Q it a-' 1dUJer!r City 1�jvl� State eA Zip Phone civ -5 Sy —1 U S I Fax E-mail CONTRACTOR Name Spt^ _-;0tA L �C Address JrZ ea( coK �D City D'JUtL4� State 44 Zip 95y � Phone 550 533 _ � Fax E-mail Lic.# 7 Class 01ol tglc, APPLICANT_WFORMATION Name S.)9(. sd (/17C °-_� Address SZ/ 44t 6{41-- tW City p9eyal6; I State Zip Phone I Fax mail APPLIC; , ` i SIGNATURE X - 91 PERMIT NO. oS. ora BIN # (Iv FTLC PROJECT LOCATION API SLS- Ile) _10/. Property Address 3Z na�SS� DGIv+✓ Lvu�T- City D,edat tt L4 Q S 65 WORKER'S COMPENSATION Policy Number '7 9 _ 20 0,;? Carver If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: q, oo 4�j iib -/;) d0 L /-?4 /C Sq FT- Living Garage Open Cov O . Structure Built without Permits (Note previous use): For office use only: ^niiig Flood ZoneI X j SRF y ,v ARCHITECT/ENGINEER Name Address City State Zip Phone Fax E-mail State License Number APPLICANT_WFORMATION Name S.)9(. sd (/17C °-_� Address SZ/ 44t 6{41-- tW City p9eyal6; I State Zip Phone I Fax mail APPLIC; , ` i SIGNATURE X - 91 PERMIT NO. oS. ora BIN # (Iv FTLC PROJECT LOCATION API SLS- Ile) _10/. Property Address 3Z na�SS� DGIv+✓ Lvu�T- City D,edat tt L4 Q S 65 WORKER'S COMPENSATION Policy Number '7 9 _ 20 0,;? Carver If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: q, oo 4�j iib -/;) d0 L /-?4 /C Sq FT- Living Garage Open Cov O . Structure Built without Permits (Note previous use): For office use only: ^niiig Flood ZoneI X j SRF y ,v Butte County Department of Development Services TIM SNELLINOS, 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: 0 Make sure your application is complete. O 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://municit)alcodes.lexisnexis.com/codes/butteco/ "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: B08-0395 Location: 32 MISSION OLIVE CT Parcel Number: 028-410-101 Date: 03/06/2008 Owner Name: COLACI, ANTHONY Phone: (530) 589-1051 Description: GROUND MOUNTED SOLAR (4 KW) Signature of Applicant: Date: 03/06/2008 FILE 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 O O O O 0 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: B08-0395 Location: 32 MISSION OLIVE CT Parcel Number: 028-410-101 Owner Name: COLACI, ANTHONY Description: GROUND MOUNTED SOLAR (4 KW) Date: 03/06/2008 By: KCG Sub Type: Phtovtaic Sys Grnd Phone: (530) 589-1051 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: Title FILE Date: 03/06/2008 COLACI RESIDENCE SOLAR ARRAY FOUNDATION DESIGN OROVILLE, CA STRUCTURAL CALCULATIONS PROJECT NO. 7.7737.64 February 29, 2008 4at�jtQ �pF ESSIpNq, r %<4 WON a `max xrnh r 99 t e /30/2008 ,. s� ;+ CIV 1 � +r"+ �Q' '► OF CNI.IF asst ...... � � �- p1V D� SER�CE� +.r su��pING A �. Prepared by: CSW S T 2 CSW/Stuber-Stroeh Engineering Group, Inc. 45 Leverom Court, Novato, CA 94949 Tel: (415) 883-9850 Fax: (415) 883-9836 r CSW/Stuber-Stroeh Engineering Group, Inc. 9 SW I'S T2 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Solar Panel Wind Analysis for Residential Ground Mounted Applications Project Name: Colaci Residence Date: 2/27/2008 Project Number: Client: SPG Solar Project Address: 32 Mission Olive Court, Oroville, CA Determine Wind Loading based on ASCE 7-05 (Solid Sign): "Refer to Supplemental Report IBC Wind Analysis for Solar Panel Tracker Assembly, Supports, and Drive Mechanism for 90 MPH Wind Speed by Aptech Engineering Services, Inc."" rr.■rrd rY _ a Calculation No.: AES -C-65,30-2 egad` JLG Dale .j5AUG 47 Cent IQ—A _ Checked Oak: Project No.: Title: IBC Z%`ind Anal}; sis for Solar Panel A.ES 070 65,0-5 Tracker Assembly, .Styports, and Drive Revision 6Uc.: D-oc ument Con' rol No.: Shw No : Nfechanism fbr 90 mi)h 'W inti Sneed D Ii.+'A 7 off 55- DESIGN 5 DESIGN PRESSURE i' -u (Eq 6-27) For the generic case_ P:= q C Cf P= llk.172psf P= 0.1193Psi For the oblique wind case Po _= qZ Cr C- Po = 35.397psf Po = 0.2438psi P1 := qZ Gcfl P1 = 22.934psf P1 = 0.1.593,psi P� = qZ CrC'n Pz = i6.951psf P2 = 0..1177psi P3 = q,-GC13 P3. = i047.psf P3 = 0.0727psi The design pressure is to be :applied to the projected area. For the finite element model, the pressure was a.pptied normal to the face and was corrected by the sine of 45 degrees, or.0.707. Worst ease stresses are determined for the support poles; the torque tubes;. and -the aluminum rail extensions The re-su Its shwa, that Case C bounds Case A for all components of interest.. Max. Support Spacing: 11.833 ft Gust Factor, G 0.85 Velocity Pressure (Aptech), qZ = Velocity Pressure, qZ = Aspect ratio B/s = Clearance ratio s/h = Case A & B Cf = 1.465 Case C Use Reduction Factor = 0.99 (per Aptech Report) 13.00 psf (see Aptech report p. 5) 11.60 psf (scale qZ for 85 mph wind speed) 5.96 0.81 Region Cf CSW/Stuber-Stroeh Engineering Group, Inc. C S W ST2 3.55 45 Levoroni Court 415.883.9850 1 2.3 Novato, CA 94949 Fax 415.883.9835 Amend wind loading for Site Specific conditions: 1.7 Wind Speed: 85 MPH 1.05 Tilt Angle: 40 degrees Array Height: 7.82 ft (h, height of sign) Array Width: 9.875 ft Vert. Array Width: 6.35 ft (s, projected vertical dimension of sign) Array Length: 37.833 ft (B, horizontal dimension of sign) Max. Support Spacing: 11.833 ft Gust Factor, G 0.85 Velocity Pressure (Aptech), qZ = Velocity Pressure, qZ = Aspect ratio B/s = Clearance ratio s/h = Case A & B Cf = 1.465 Case C Use Reduction Factor = 0.99 (per Aptech Report) 13.00 psf (see Aptech report p. 5) 11.60 psf (scale qZ for 85 mph wind speed) 5.96 0.81 Region Cf Cf Reduced 0 to s 3.55 3.51 s to 2s 2.3 2.27 2s to 3s 1.7 1.68 3s to 10s 1.05 1.04 For the generic case: P = qZ*G*Cf = 14.44 psf For the oblique case: P, = qZ*G*Cf, = 34.58 psf P2 = %*G*Cfz = 22.40 psf P3 = qZ*G*Cf3 = 16.56 psf Pa = qZ*G*Cfa = 10.23. psf n V C S W CSW/Stuber-Stroeh Engineering Group, Inc. S T 2� 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Px=PCos 0 Py=Psin 0 For the generic case: P = 14.44 For the oblique case: P, = 34.58 P2 = 22.40 P3 = 16.56 P4 = 10.23 PX (psf) Py (psf) 11.06 9.28 26.49 22.23 17.16 14.40 12.69 10.64 7.84 6.57 4 CSW/Stuber-Stroeh Engineering Group, Inc. C S W S T 2 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 41.5.883.9835 Find Wind Load to Piers End of Array to First Pier (L1)= 1.167 ft First Pier to Second Pier (L2)= 11.833 ft Second Pier to Third Pier (L3)= 11.833 ft C-r�NER ! G Ll L4 La c I / MroDLE PIER .T -T T-1 _T -T 1''T, T. T. T T T_.1'_ T"'T T T . T TT T T T P L3 I C I- �1 --.5, Generic Oblique Pr, end = 773.73 1785.18 Pr, second = 1292.52 use alt. method Pr, middle -_ second pier second pier governs governs S - — 37'-10" • 6,8ZS i8.68S /8 /Q 26f/9 PSt= I 6.3$ 0 17-16 PSF Oro E4 P 5r= ,fop- 7741 eAi-t oug- CASA -x(12.69 P5r,)�iS•o5-(t,7) +PSP)�8.625-18 ®5}] _ /6 s� 0 Drilled Pier Depth - Nonconstrained 2007 California Building Code - Section 1805.7.2 F:= 1778 Lateral Load, lbs No := 1 Number of Piers H:= 4.25 Height to Top of Pier, ft ignore := 0 Ignore Depth, ft dpier := 16 Pier Diameter, in S:= 400 Passive Pressure, pcf Hr := H + ignore Hr = 4.25 Pr := F Pr = 1778 No dpier B := B = 1.3 12 Guess Value: D:= 6 A:= 1 Given A = 2.34 -Pr A Hr D=— 1 + 4.36•Ar S. D •2B 2 1�1+ A 3 D:= Find(D,A) D = 4.8 (2.4 0 4.81 Dpier := D +ignore Dpier - J 2.4 1 Total Pier Depth = f2l Drilled Pier Depth - Nonconstrained 2007 California Building Code.- Section 1805.7.2 F:= 1658 Lateral Load, lbs No := 1 Number of Piers H:= 4.25 Height to Top of Pier, ft ignore := 0 Ignore Depth, ft dpier := 16 Pier Diameter, in S:= 400 Passive Pressure, pcf Hr := H + ignore Hr = 4.25 F Pr := — Pr = 1658 No dpier B:= B=1.3 12 Guess Value: D:= 6 Given A _ 2.34 -Pr A Hr D I + FI+ 4.36- S- D -2B 2 A 3 D:= Find(D,A) D = 4.7 (2.3 Dpier := D + ignore Dpier = 4.7 (2.3 1 Total Pier Depth = A:= 1 a I CSW/Stuber-Stroeh Engineering Group, Inc. C S W S T 2 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Pier Depths from Lateral Analysis: Pier Diameter: 16 inches End Pier = 5 ft Middle Pier = 5 ft Reference Table 18042 Class of Materials Friction Force (psf) 1. Crystalline bedrock 750 2. Sedimentary and foliated rock 600 3. Sandy gravel, and/or gravel 400 4. Sand, silty sand, clayey sand, 250 silty gravel and clayey gravel (ft.) SW,SP, SM, SC, GM, and GC Capacity (TL) 5. Clay, sandy clay, silty clay, clayey 150 silt, silt and sandy silt (CL, ML, MH 1497.95 and CH) 5235.99 Job Site Soil Classification: Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW,SP, SM, SC, GM, and GC) Friction Force (from table): Solar Panel Model Name: Kyocera 200 GT Length: 56.2 inches Width: 39 inches Weight: 40.7 lbs 2.67 psf 250 psf (DL Only) 333.33 psf (Total Load) Dead Load Wind Load Pier Depth Vertical Vertical Trib Area (ft2) (lbs.) (lbs.) (ft.) Capacity (DL) Capacity (TL) End Pier 69.95 187.04 1497.95 5 5235.99 6981.32 Middle Pier 116.85 312.46 1457.05 5 5235.99 6981.32 C S• W I S T 2 45 Leveroni Court, Novato, CA 94949 Tel 415.883.9850 Fax 415.883.9835 CSW/Stuber-Stroeh Engineering Group, Inc. 1310 Redwood.Way, Suite 200, Petaluma, CA 94954 Tel 707.795.4764 Fax 707.795.0516 JOB NO. CLIENT SHEET NO. 9 _ JOB BY DATE SUBJECT CHK'D DATE -0 � C�IS�l2Y�+rTfd�E, TAKE 1-:;1Ax1r?u1-7 Yad 1je. ' fat SE/SCS/C eoFFic"clalo rs " ,PAnyo-R MAe4 SI ns sp6Cr tic V-Aw9c mss. = 3� 6 ss < /2, To 5511 CEQN 75.4-5 WEI&wr of -e,04Ate �5t2�t!SQ, \/= 64Z(24-1) = A/Z pSC- ==> W 1ND GgOJXRN.S CALCULATION COVER SHEET Calculation No.: AES -C-6530-2 Client: Thompson Technology Title: IBC Wind Analysis for Solar Panel Project No.: AES 07076530-5 Tracker Assembly, Supports, and Drive Mechanism for 90 mph APTECH Office: Sunnyvale Wind Speed Sheet No. 1 of 55 ® Uncontrolled ❑ Controlled Document Control No.: N/A Purpose: To evaluate the forces, moments, and stresses in the support structure for the Thompson Technology solar tracker assembly and drive mechanism under wind loading using the IBC 2006 and ASCE 7-05 approach. Assumptions: The wind speed is assumed to be 90 mph, which is valid for most of the country, except for special wind areas and hurricane areas along the Gulf of Mexico and Atlantic coasts. It is also assumed that there are no special topographic features that might increase the wind loading (ASCE 7-05 Section 6.5.7). This analysis does not evaluate the drive motor. Results: O,VOFESS10Hq The support poles, torque tubes, aluminum rail extensions, and all the c; �yc drive mechanism structural components meet the allowables set out by IBC 2006 and its daughter documents. z , * P /J1 8 s t►. OF CAL%f Revision Prepared By: Checked By: Verified By: Approved By: No.: Revision Description Date: Date: Date Date: 0 JLG Initial Release RG - 19 OCT 0� ��IDNIS1 � o11 L® APPRO T r .�......, APTECH ® CO%.NTY aM45 eunn,crou,n cro,nncC �.� 14A.1 0 2008 REV. 8196 ✓y(Y` L _P♦n♦ _4T �ia.j♦..V VU 0 APftCH ENGINEERING SERVICES. INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 C ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mnh Wind Sneed 0 N/A 2 of 55 CONTENTS Section Page IBC Wind Analysis 3 Support Poles Along Array of Panels 9 Torque Tubes 11 Rail Extensions 14 Analysis of Drive Mechanism 16 Drive Support Column 18 Rotational Support Extender 23 Drive Bar 28 Drive Support Base 32 Ram Shaft 35 Ram Splice (Flanged) 38 I -Beam 41 I -Beam Splice Plates 45 I -Beam Alignment Pins 47 Alternate I -Beam 48 Alternate I -Beam Splice Plates 52 I -Beam Support Column 54 QAE17 REV 8196 ■■■■■■■ ■■■21 1 4 c a• • Calculation No.: AES -C-6530-2 Made JAG Date 19 OCT 07 9W66pson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 3 of 55 IBC Wind Analysis Figures 1 and 2 below show the solar panel tracking system developed by Thompson Technology. It consists of a long row of solar panels connected together on a pivoting arrangement mounted on top of support poles. At the center of the row of panels is the drive mechanism shown in Figure 1. There may be many such rows of panels in a solar field. Figure 1 Figure 2 This document calculates the loads and stresses resulting from wind loading on the solar panel tracker assembly, structural supports, and drive mechanism according to IBC 2006. Other load cases, such as flood, rain, snow, and earthquake are not considered in this analysis, as they are more site -dependent than the generic wind analysis considered herein. Much of the analysis of the tracker assembly and structural supports is based on a previously developed finite element model of the assembly, documented in APTECH report AES 06076226-5-1. The actual finite element analyses for the specific loading conditions identified in this calculation were developed specifically for this calculation. QAE17 REV 8196 MAPTW ENGINEERING SERVICES. INC. Calculation No.: AES -C-6530-2 Made JLG ' Date 19 OCT 07 C ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 4 of 55 USE AND OCCUPANCY CLASSIFICATION (IBC Section 302) Occupancy Class Group U - Utility and Miscellaneous (Section 312) TYPE OF CONSTRUCTION (IBC Section 602) Type I - non-combustible LOAD CASES CONSIDERED (IBC Section 1605) LRFD Design 1.213 + 0.8W Equation 16-3 1.21D + 1.6W Equation 16-4 0.91D + 1.6W Equation 16-6 Of these equations, Eq. 16-4 controls ASD Design D + W Equation 16-12 D + 0.75W Equation 16-13 0.6D + W Equation 16-14 Of these equations, Eq. 16-12 controls Most of this analysis is based on ASD design. WIND LOADS (IBC Section 1609) Wind loads are determined in accordance with Chapter 6 of ASCE 7-05 (Method 2). BASIC WIND SPEED (6.5.4) V:= 90. mph This value (from Fig. 6-1) is valid for most of the country, except high -wind regions such as those prone to hurricanes and special wind regions. WIND DIRECTIONALITY FACTOR (6.5.5)) Kd := 0.85 This value (from Table 6-4) applies to all types of structures, except for chimneys, tanks, and similar structures. This structure most closely resembles open signs. IMPORTANCE FACTOR (6.5.5) 1:= 0.87 Table 6-1 gives a value of 0.87 for Occupancy Category I (from Table 1-1) a QAE17 REV 8196 �' .11 NOP dXJ • Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9 ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive ReAslon No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 5 of 55 EXPOSURE CATEGORY (6.5.6) C Exposure category C is for open terrain with scattered obstructions having heights generally less than 30 ft. This is a worse case condition for most areas, except for those adjacent to large bodies of water, mud flats, etc. VELOCITY PRESSURE EXPONENT COEFFICIENT (6.5.6.6) Kz := 0.85 From Table 6-3, for exposure category C, 0-15 feet above ground level. TOPOGRAPHIC EFFECTS (6.5.7) Kzt := 1.0 It is assumed for this analysis that none of the conditions specified in Section 6.5.7.1 exist, and that the default value of 1.0 may be used. If the installation is located near a hill, ridge, or escarpment, this factor will need to be considered. GUST FACTOR (6.5.8.1) G:= 0.85 The finite element analysis demonstrated that the fundamental frequency is greater than 1 Hz, and that the structure may be considered to be rigid, as specified in Section 6.2. ENCLOSURE CLASSIFICATION (6.5.9) OPEN There are no walls to this structure, therefore it is open per Section 6.2. VELOCITY PRESSURE (6.5.10) q z •= C I- Kz Kzf Kd- V2' 1 qz= 13psf Cl = 0.00256 lbf (mph 2). ft2 This value shall not be less than 10 psf (Section 6.1.4) INTERNAL PRESSURE COEFFICIENT (6.5.11.1) GCpi := 0.0 From Figure 6-5 for open buildings EXTERNAL PRESSURE COEFFICIENT (6.5.11.2) There is no clearly defined category for solar panels within the "Other Structures" section of ASCE 7 (Section 6.5.15). The closest category is to characterize the array of panels as a sign. When they are horizontal, they may be called an "Open Sign". From Figure 6-20, the appropriate value of the force coefficient is: Cf := 1.8 QAE17 REV 8196 ■■■■■ == 91 Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9 ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 6 of 55 Because the open area around the panels is usually less than 30% of the gross area (except when the panels are tilted less than 28 degrees), the panels are most accurately characterized as "Solid Signs". The appropriate force coefficient from Figure 6-20 for s/h=0.7 and B/s=10 is: (Case A and Case B) Cf := 1.55 But Figure 6-20 also specifies a second case for wind at an angle. For Figure 6-20, Case C, the aspect ratio, B/s = 7.6 means that the value of B/s=8 will be used. This means that the following values should be used: For 0 to s C fD:= 3.55 For s to 2s Cfl := 2.3 For 2s to 3s Cfl := 1.7 For 3s to 4s Cf3 := 1.05 For Case C, when s/h > 0.8, the force coefficients are multiplied by the following reduction factor: (1.8 -s/h) For a value of s/h = 0.9, Cfo:=Cf0-0.9 Cfo=3.195 Cfl := Cfl • 0.9 Cfl = 2.07 Cfl := Cf2.0.9 Cfl = 1.53 Cf3 := Cf3.0.9 Cf3 = 0.945 This model is only more conservative than Case A above for the first two segments, and is less conseverative for the remainder of the panels. Separate finite element models will be evaluated for Case A and Case C. QAE17 REV 8/96 11111 APTECH ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 Chompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 7 of 55 DESIGN PRESSURE (Eq. 6-20) For the generic case: P:= qi GCf P = 17.172psf P = 0.1193psi For the oblique wind case PO := qi G•Cfo PO = 35.397psf PO = 0.2458psi P1 := qi G•Cf11 P1 = 22.934psf P1 = 0.1593psi P2:= qi GCf2 P2 = 16.951 psf P2 = 0.1177psi P3:= qi G•Cf3 P3 = 10.47psf P3 = 0.0727psi The design pressure is to be applied to the projected area. For the finite element model, the pressure was applied normal to the face and was corrected by the sine of 45 degrees, or 0.707. Worst case stresses are determined for the support poles, the torque tubes, and the aluminum rail extensions The results show that Case C bounds Case A for all components of interest. QAE17 REV 8/96 Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 , ' ompson.Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES -07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 8 of 55 Figure 3 below shows the general configuration of the solar panels that were modeled in the finite element analysis. The primary members, which are evaluated herein, are the support poles, torque tubes, and rail extrusions. Details of the finite element model are contained in APTECH report AES 06076226-5-1. Rail Extrusions Panels � �," •tai y.... si•1.�. b'i."' . Torque tubes Support Pole Figure 3 QAE17 REV 8/96 APTICHIs ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 C tmpson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mnh Wind Sneed 0 N/A 9 of 55 Support Poles Along Array of.Panels - 4" Sch 40 pipe Dimensions: OD := 4.5• in t := 0.237• in OD R :_ — 2 Ri:=R — t Area: A:= 71•(R2 — Ri2) Distance from centroid to extremities: y:=R Moment of inertia: r I:= 4 •(R4 - R.4) Section modulus: t S:=I — Y Plastic section modulus: Z := 1.333•(R3 — Ri3) R = 2.25 in Ri = 2.013 in A = 3.174 in y = 2.25 in I = 7.233 in S = 3.214in3 Z = 4.31 in Hollow C ylinder 1 Ri[RYt I c:=y From the finite element analysis the combined D+W stresses (ASD design) are aax := 315.2• psi abend 23053 -psi T := 449.7 -psi Fax := aax'A Fax= 10001bf M := "bend -S M = 74104in•lbf Fshear := t•A Fshear = 14271bf QAE17 REV 8/96 49" A P T I C HIT ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG nate 19 OCT 07 o Cmpson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mnh Wind Speed 0 N/A 10 of 55 Allowables: For A-36 structural steel FY := 36• ksi E:= 30.106• psi Tension (AISC 360-D2) S2 t := 1.67 FY Fa '_ — Ot Fax -ax :_ — A Bending (AISC 360-F8) -0b:= 1.67 Criteria apply if D/t < .45 E/F y OD = 18.987 t FY•Z Ma :_ C2b Fa = 21.557ksi. aax= 0.315 ksi .45• E = 375 FY Ma = 92919in•lbf M = 74104in•lbf Shear (AISC 360-G6) Q v := 1.67 Lv := 51.5• in Fcr := ma 1.60• E 0.78-E Lv OD 1.25 1.5 1 D ( t ) (OD) t V := Fcr•A V, 2nv (Tax < Fa M < Ma OK OK Fcr = 357.984ksi Vn = 3401971bf Fshear = 14271bf Fshear < Vn OK QAE17 REV 8196 ■���■ ■���■ T •' 11 Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9 ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mnh Wind Sneed 0 N/A 11 of 55 Torque Tubes Dimensions: Hollow rectangle b:= 75 -mm b = 2.953 in 2 Section moduli: S1 := 11 Y2I Yl bi := 69 -mm bi = 2.717in S2 = 1.533in3 Y2 d:= 100•mm d = 3.937 in b•d2 – bi dig Z1 := 4 Z1 = 2.141 in di := 94 -mm di = 3.701 in dl Area: d 1 1 A := b•d – bi•di A = 1.572in2 L Y1 Distances from 1 —1 4 centroid to extremities: 2 - d yl: - 2 - y1-1.969m_H bi Lb Y2:= b2 y2 = 1.476in Moments of Inertia: b•d3 – bi•d� I1 := 4 11 = 3.542 in 12 d•b3 – di -b 12 : 12 = 2.264in4 12 Section moduli: S1 := 11 Sl = 1.7991n3 Yl I S2:= S2 = 1.533in3 Y2 Plastic section moduli: b•d2 – bi dig Z1 := 4 Z1 = 2.141 in Z2:= d•b2 – di, bit Z2 = 1.754in3 4 QAE17 REV 8196 �#APTECHJ" ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9%oTechnology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 12 of 55 From the finite element analysis the combined D+W stresses (ASD design) are aax:=-319.2. psi COMPRESSION 6ax:= joaxl 6bend := 11361 -psi L:= 180.2• in Allowables: For A-36 structural steel Elastic Critical Buckling Stress FY := 36•ksi E:= 30.106•psi a2 E Compression (AISC 360-E3) F := Fe KLr2 Limiting width thickness ratio F Y X:= X := 1.12•I—E Y X = 32.332 ?Lr:= 140• FY ar = 4.041 x 103 bi bi = 11.462 < Xp COMPACT t t t Radii of gyration about central axes: I rl :_ � A r1 = 1.501 in r2:= FA2 r2 = 1.2 in r:= min(rl , r2) r = 1.2 in K := 1.0 pinned -pinned K—L L:= 180.2• in KLr := Ur = 150.145 r Elastic Critical Buckling Stress a2 E F := Fe KLr2 Fe = 13 ksi F Y X:= X=2.741 Fe n QAE17 REV 8196 13 ■■■■■ ■■■■■ M Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9 ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revlslon No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 13 of 55 Flexural Buckling Stress Fcr:=i(Fe> 0.44•Fy,0.658X•Fy,0.877•Fy) Fcr= 31.572ksi aax = 0.319ksi 6ax < Fcr OK Bending (AISC 360-F7) !Q b := 1.67 Yielding Criterion is based on plastic section modulus, so convert bending stress back into moment: M 6bend'SI M = 20440in•lbf Z:=Z1 Z=2.141in3 F •Z Ma := y Ma = 46146in•lbf M < Ma OK flb For COMPACT section, flange local buckling and web local buckling do not apply QAE17 REV 8196 Calculation No.: AES-C-6530-2 Made JLG Date 19 OCT 07 9ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Sneed 0 N/A 14 of 55 Rail Extensions Dimensions: width 0.7953. in height 1.626 in Area: A := 0.4172• in Distances from centroid to extremities: height YJ := yl = 0.813in 2 w Y2:= width 2:=idth Y2 = 0.398 in 2 Moments of Inertia: I1 := 0.092955 in 12 := 0.04328-in4 Section moduli: S1 := II Sl = 0.114in3 Y1 S2 := 12 S2 = 0.109in3 Y2 Extruded section From the finite element analysis the combined D+W stresses (ASD design) are Qax := 629.9• psi 6a = 629.9psi abendx 10853 -psi abendx = 10853psi °bendy := 2822 -psi 6bendy = 2822psi QAE17 REV 8/96 Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9 ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mnh Wind Sneed 0 N/A 15 of 55 Allowables: For 6063-T6 aluminum F := 25. ksi Fcy := 25• ksi E:= 10.106• psi Tension (ADM 1-00 Section 3.4.1) Sit := 1.65 FY Fa:=— 0t Bending (ADM 1-00 Section 4.1.2) Si b := 1.65 FbFY :_— rib aax abendx abendy Ratio := — + + Fa Fb Fb Fa = 15.152ksi aax = 0.63 ksi aax < Fa Ratio = 0.944 OK Ratio < 1.0 OK QAE17 REV 8/96 APTICH® ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 ' 1 hompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: IDocument'Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 16 of 55 Analysis of Drive Mechanism The remaining analyses are based on the loads that the finite element model impart on the drive mechanism, which was assumed to be fixed in the FE analysis. The loads are doubled where appropriate to account for symmetry in the model. It should be noted, that because of the way the Case C loads (Figure 6-20, ASCE 7) are defined to be high at the exposed end, and lower toward the middle of the array, Case A actually provides the worst loading at the drive mechanism. f Dead Load: D := 2.189.43• lbf Wind Load: (90 mph) W v := 2.681.5• lbf Vertical W h := 2.982.3• Ibf Horizontal MW := 2.33884.6in•lbf Moment For ASD Design, the controlling load combination is D+W D + Wv = 17421bf W h = 1965 Ibf MW = 67769in. lbf QAE17 REV 8196 ApTsc ENGINEERING SERVICES. INC. Calculation No.: - AES -C-6530-2 Made Jt -G Date 19 OCT 07io MPS on Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 17 of 55 \ \ \ \ ,+ , Drive Support Column (3342), \ / � Drire Bar (3407) x x / \ , Rotational Support Extender (3348) Ram Shaft . / / / (3487) Drive Support Base (3374) ----- — —.77 -------------- i --------------- —-------------- -- - - +- - - - - - -- -- =---------------------------- - - -- -- -- - -- --- Beam (3483) Figure 4 Rotational Support Extender (3348j\ \ Drive Support Column (3342) Ram Shift !3467j :t F ~` ,Drive SupF ort Base (337-') , I Beam (3483 ) Mie Bar(3407)l Figure 5 QAE' REV 8/! Calculation No.: AES -C-6530-2 Made JAG Date 19 OCT 07 9iompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 18 of 55 Drive Support Column - Dwg. 3342 Hollow rectangle 2 � IYzr- `0 ,. d 1 Dimensions: 1 b:= 100•mm b = 3.937 in t:= 5• mm t = 0.197 in bi := b — 2•t bi = 3.543in d:= 150•mm d = 5.906 in di:=d-2•t di=5.512in Area: A:= b•d — bi•di A = 3.72in. 2 Distances from centroid to extremities: d y1 := Z yl = 2.953in b Y2:= 2 y2 = 1.969in Moments of inertia: b•d3 — bi-d 3 11• 4 11=18.127in 12 d•b3 — di•bi3 12:= 4 12 = 9.598 in 12 QAE17 REV 8196 nn■ ■���■ a• • �. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9 ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: - Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 19 of 55 Plastic section moduli: b•d2 – bi•di2 3 Zi := 4 Z1 = 7.414in d•b2 – di•bi2 Z2:= 3 Z2 = 5.584in 4 Axial Force: P:= D + WV P = 17421bf compression (wind load down) P':= D – WV P'= –9841bf compression (wind load up) P aax := — A 6ax = 468 psi Bending: Due to the pivot, the moment due to wind load is not carried by the drive support column. The only moment the column resists is due to the horizontal wind force: x:=398•mm x= 15.669 in M:= Wh•x M = 30784in•lbf The bending moment is about the strong axis of column, so C:= YJ c = 2.953 in [:= 11 I = 18.127in4 Z:=Z1 Z=7.414in3 °bend M•c i 6bend = 5014psi Shear: F:= W h F = 1965 Ibf F T := 2•di•t t = 905 psi QAE17 REV 8196 APTFCH ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 oil ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No:: Mechanism for 90 mph Wind Speed 1 0 NSA . 20 of 55 Allowables: For A-36 structural steel FY := 36• ksi E:= 30.106•psi Tension (AISC 360-1)2) nt := 1.67 F Fa := y Fa = 21.557ksi ot (Fax = 0.468ksi aax < Fa. OK Compression (AISC 360-E3) Limiting width thickness ratio X := 1.12• F XP = 32.332 Y fE YXr:=,140.ar = 4.041 x 103 b• b• = 18 — < Xp COMPACT t t Radii of gyration about central axes: FArl := rl = 2.207in F;'2r2:_r2=1.606in r:= min(rl , r2) r = 1.606in K:= 1.0 pinned -pinned L:= 436• mm L = 17.165 in KLr := K—L KLr = 10.686 r QAE17 REV 8196 VAPTSC$] ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9iompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 21 of 55 Elastic Critical Buckling Stress t F ._ n2 E e KLr2 Fe = 25931csi F X:= y X=0.014 Fe Flexural Buckling Stress Fcr:= iI(Fe > 0.44•FY10.658X•FY,0.877•FY) Fcr= 35.791ksi 6ax = 0.468ksi 6ax < Fcr OK Bending (AISC 360-F7) S2 b := 1.67 Yielding Criterion is based on plastic section modulus, so convert bending stress back into moment: M:= 6bend'S M = 16119in•lbf F •Z • Ma := y Ma = 159831 in•Ibf M < Ma OK C2b Shear (AISC 360-G5) Q v := 1.67 kv:=5 d• 1.10•FE- 71.005 = 28 1.37• k E = 88.433 t v F y y 28 < 71.005 CV := 1.0 0.6• Fy • CV Vn :_ nv Vn = 12.934ksi T = 0.905ksi T < Vn OK QAE17 REV 8196 MAPTECHI ENGINEERING SERVICES, INC. c Calculation No.: AES -C-6530-2 Made JAG Date 19 OCT 07 9f ompson Technology Title: IBC Wind Analysis for Solar Panel . Checked Date: Project No.: AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 22 of 55 Shear In column support angles (Dwg. 3373) - AISC 360-G4 b:= 100• mm t:= 6• mm A := b•t P T = 936psi 2•A CV := 1.0 0.6•FY •CV Vn := Vn = 12.934ksi T < Vn OK Shear in column support angle bolts (M16x200) - AISC 360-G4 A := 156.67 -mm 2 P T :_ — - T = 1793 psi 4-A Vn = 12.934ksi T < Vn OK Shear in Pivot Pin (Dwg. 3479) - AISC 360-G4 Max Force 2 F :=FP+ W h F= 26261bf r d:= 18 -mm 2 d A := ,. A = 0.394 int 4 F T:= — T = 3328 psi 2-A For 304 SS F := 30• ksi 1 0.6• F • CV Y Vn := Vn = 10.778ksi T < Vn OK 9)v QAE17 REV 8196 D Z Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9 ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 23 of 55 Rotational Support Extender - Dwg. 3348 Channel section M �+— Y2—+1 2 Dimensions: b := 252. mm d := 103• mm - 6• mm t:= 6 -mm tw := 6 -mm Area: A := t•b + 2•tw'd Distances from centroid to extremities: b•t2 + 2•tw'd•(2•t + d) Y1 2-(t•b + 2-tw-d) I t = 0.236in tW = 0.236in A = 4.148in2 Y1=lin b Y2:= 2 Y2 = 4.961 in Moments of inertia: 3 11:=3•(d+t)3- 3 •(b-2•tw)-A•(d+t-Y1)2 11 = 6.394in4 (d + t) -b3 d -(b - Itw)3 4 12•= - 12 12 12=61.541 in QAE17 REV 8/96 zi NUM cu ral � i Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9F ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 24 of 55 Plastic section moduli: d 2. t, .tw b2•t2b•t•(d + t) t2•b . tW d Z1 :_ (2•tw,d >: b•t) – + + (2•tWd < b•t). — + tW d• t + d – — 2 8•tw 2 4 b 2 Z2:= b4 t + tW•d•(b — tW) Z1 = 3.715 in Z2 = 14.55 in " Bending: The moment due to wind load is transfered to the drive mechanism from the torque tubes via the rotational support extender. The moment is equivalent to the two forces F above, acting as a couple separated by a distance d: d := 685• mm d = 26.969 in MW F:= — F = 25131bf d The force creates a bending moment on each arm of the rotational support extender L:= 327.5• mm L = 12.894 in M := F•L M = 32401 in•lbf The bending moment is about the weak axis (axis 1), so C:= YJ c= tin 1:= 11 I = 6.394in4 Z:= Zi Z=3.715in3 M•c Abend J Abend = 5067psi Shear: F:= W h F = 1965lbf F T :_ — t = 474psi A QAE 17 REV 8196 1505=j ■!Mo■ il � i t_� 1j' ■�titi■ 7 • Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 oil ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 25 of 55 Allowables: For A-36 structural steel F := 36• ksi E:= 30.106• psi Tension (AISC 360-D2) fit := 1.67 F Fa := Y Fa = 21.557ksi f)t Qax = 0.468 ksi (Yax < Fa OFC Compression (AISC 360-E3) Limiting width thickness ratio 7`p := 1.12- X = 32.332 )Lr := 140. Fy /`r = 4.041 x 103 bi = 15 t Radii of gyration about central axes: 11 rl :_ rl = 1.242in FAI�2r2:_ r2 = 3.852 in r:= min(rl , r2) r = 1.242 in K:= 1.0 pinned -pinned L:= 914• mm L = 35.984in KLr := K LL KLr = 28.982 r bi — <ap COMPACT t QAE17 REV 8/96 --NAPTICH ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 oCmpson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 26 of 55 Elastic Critical Buckling Stress _ n2 E Fe 'KLr2 Fe = 353 ksi F X:= Y X = 0.102 Fe Flexural Buckling Stress Fcr := i( Fe > 0.44• Fy 10.658X. Fy , 0.877• FY) Fcr = 34.494 ksi G`ax= 0.468 ksi oax < Fcr OK Bending (AISC 360-F6) f1 b := 1.67 Yielding Criterion is based on plastic section modulus, so convert bending stress back into moment: M 6bend'S M = 16289in•lbf 1.6•F •Z • Ma := y Ma = 128117in• Ibf M < Ma OK �b Shear (AISC 360-G7) Qv := 1.67 kv := 1.2 E b – 2•tw 1.10• k • — = 34.785 = 40 1.37•FE 43.323 v Fy tW Y = 34.785 < 40 < 43.323 1.10•FEC := C = 0.87 v (b-2•tw) v tv, 0.6• F • Cv Vn := y Vn = 11.248ksi n T = 0.474ksi z < Vn OK QAE17 REV 8196 n U ffi+HAPTICH ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLDate 19 OCT 07 Ciompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 27 of 55 Shear in bolts connecting rotational support extender to drive support column (10120x4s) A := 244.79Lmm2 AISC 360-G4 The shear force is the sum of the forces acting on the column and the couple required to resist the moment d:= 70.68• mm M F:= (D+ W X + Wh2+ w d F T:= - 8•A CV := 1.0 0.6• FY• CV Vn :_ 0 � F = 269801bf T = 8.888ksi (4 bolts, 2 shear planes each) Vn = 12.934ksi T < Vn OK QAE17 REV 8196 �##APTECHIO ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG Dam 19 OCT 07 9f ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 28 of 55 Drive Bar - Dwg. 3407 Channel section w/ flanges 2 b — t tw Id Y1 17-4 tw i b� Y2--4 T 2 Dimensions: b:= 73 -mm b = 2.874in d := 51.mm— 12. mm d = 1.535 in bf := 44.5• mm b f = 1.752 in t:= 6• mm t = 0.236 in tom, := 6 -mm tw = 0.236in tf := 6• mm t f = 0.236 in Area: A := t•b + 2•tw'd + 2•bf•tf A = 2.232in2 Distances from centroid to extremities: 2•�bf tf�• 2 2•�d•tw)-(tf+ 2) + (b•t)•(tf+ d + t + Y1 J j 0.945 in y1 2•bf-tf+ 2d -t,+ b•t (2•bf + b — 2•tw) Y2:= ;= y2 = 2.953 in 2 QAE17 REV 8196 un■ 'aun un■ a a• c Calculation No.: AES -C-6530-2 made JLG Date 19 OCT 07 cif ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mnh Wind Sneed 0 N/A 29 of 55 Moments of inertia: 3 2 t ,d3 (d b t3 t l2 12 11:=b—t +b•t•Itf+d+2ylJ +2 12+2tv,drytf+2)]2 2 12f+2bttf(yl-211 = 1.324in4 J 3 d•t 3 t 2 t b 3 b 2 1 tb +2• W +2dt b– W +2 f f +2•b t b–t + f 2 12 12 W 2 2 12 2 W 2 12 = 5.514 in tf Bending: The moment due to wind load is transfered to the ram shaft via the drive bar. The moment is equivalent to the force F shown below, acting at a distance x: x:= 719.03•mm x= 28.308in Mw F:= F = 23941bf x but the force is split between the two drive bars on either side of the drive support column M := MW and F:= F 2 2 QAE17 REV 8/96 Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 C%ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 30 of 55 The bending moment is about axis 2, so c := y2 c = 2.953 in t:=12 1=5.514in4 M•c Abend abend = 18145psi Shear: F:= W h F = 19651bf F T :_ — T = 880psi A Allowables: For A-36 structural steel F := 36• ksi E:= 30.106•psi Bending (AISC 360-F12) Ob := 1.67 Yielding Criterion is based on elastic section modulus, so convert bending stress back into moment: M Abend 'S M = 58327 in. Ibf F •S Ma := Y Ma = 69294in•lbf M < Ma OK Ob QAE17 REV 8196 q MAPTICHI ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 C otmpson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 31 of 55 Shear (AISC 360-G2) n v := 1.67 kv := 1.2 E b – 2•tw E 1.10• k •— = 34.785 = 10.167 1.37• k� 43.323 FY tN FY = 10.167 < 34.785 CV := 1.0 0.6• F • CV Vn := Y Vn = 12.934ksi T = 0.88 ksi T < Vn OK Shear In Drive Bearing Pin (Dwg. 3383) - AISC 360-G4 For 303 SS FY := 35• ksi d:= 30• mm 2 d A := it. 4 A = 1.096in2 F T := A T = 1793 psi CV := 1.0 0.6• F • C� Y Vn := Vn = 12.575ksi T < Vn OK 92V QAE17 REV 8/96 APTICH ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 o Cmpson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel . A AES 07076530-5 Tracker Assembly, Supports, and Drive • Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A = 32 of 55 Drive Support Base - Dwg. 3374 Channel section 2 II rt 1 Yt d w tw Y2_4 2 Dimensions: b:= 100•mm d:= 150•mm— 61 -mm d = 3.504in t:= 6 -mm t = 0.236in tw := 6 -mm tw = 0.236 in Area: A := t•b + 2•tw*d A = 2.585in2 Distances from centroid to extremities: b•t2 + 2•tWd•(2•t + d) y1 := 2•(t•b + 2•tWd) y1 = 1.315in b Y2:= 2 y2 = 1.969in Moments of inertia: 3 11:=3•(d+t)3— 3 •(b-2•tw)—A•(d+t—y1)2 1, = 3.78 in4 _ (d + t) -b3 d•(b — 2•tw)3 12� 4 — 12=6.877in 12 12 QAE17 REV 8196 Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9 ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mnh Wind Sneed 0 N/A 33 of 55 Plastic section moduli: 2. 'tw b.t 22 b•t•(d + t) t2•b d Z1 :_ (2•tWd > b•t)• – + + (2•t,,,•d < b•t)• — + tK, tN, d• t + d – — 2 8•tw 2 4 b b2 t Z2:= 4 + tw,d.(b – tw) Z1 = 2.732in3 Z2 = 3.979in3 The forces acting on the drive support base are shown in the figure below. Both sets of forces cause a moment in the drive support base. Assuming the drive support base is simply supported at each end, the maximum moment occurs in the center L:= 1168• mm L = 45.984in h := 398 -mm h = 15.669in M := Wh•h + (D + Wv• L M = 50808in•lbf 4 QAE17 REV 8/96 APTICH ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9 ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Sneed 0 N/A 34 of 55 The bending moment is about axis 1, so c:=y1 c=1.315in 1:= 11 1 = 3.78 in Z:=Z1 Z=2.732in3 M•c "bend I "bend = 17680psi Shear: F:= W h F = 19651 bf F 'r := — t = 760 psi A Allowables: For A-36 structural steel F := 36•ksi E:= 30.106• psi Bending (AISC 360-F8) n b := 1.67 Yielding Criterion is based on plastic section modulus, so convert bending stress back into moment: M '= Qbend 'S M = 56832 in• lbf F •Z Ma := Y Ma = 58885in•lbf M < Ma OK �b Shear (AISC 360-G2) tZ v := 1.67 kv := 1.2 1.10• kv• F = 34.785 Y Cv := 1.0 0.6-F • Cv Vn K)v b – 2•tw = 14.667 tW 14.667 < 34.785 Vn = 12.934ksi z = 0.76ksi 1.37• kv. • F = 43.323 Y t<Vn OK QAE17 REV 8/96 a MAPTICHI ENGINEERING SERVICES. INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 �iq ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 . Tracker Assembly, Supports, and Drive Revision No.: ' Document Control No.: Sheet No.: Mechanism for 90 mnh Wind Sneed 0 N/A 35 of 55 Ram Shaft - Dwg. 3487 Dimensions: Hollow rectangle b:= 3• in 2 b. Y2 b := 2.5. in d := 3• in T_ di:= 2.5 -in d 1 Area: d A := b•d — bi•di A = 2.75in2 Ll Y1 Distances from I I centroid to extremities: 2 -dJL YJ :— 2 =1 i y1 .5 n bi Lb b Y2:= 2 y2 = 1.5 in Moments of inertia: b•d3 — bi•di3 11 � 12 4 I1 = 3.495 in d•b3 — di•bi3 4 12 12 := 12 = 3.495 in Plastic section moduli: b•dZ — bi•di2 ZI := ZI = 2.844in3 4 d•b2 — di•bi2 Z2 := Z2 = 2.844in3 4 The force acting on the ram shaft comes from the drive bar via the drive bearing pin. This force was: F := 1950 Ibf However, this force acts at a 45 degree angle. The vertical component of this force is resisted by the drive bearing pin pressing down against the I-beam via the drive bar rollers. The axial force in the ram shaft is therefore: Fax:=F•sin(45•deg) Fax= 13791bf QAE17 REV 8/96 Calculation No.: AES -C-6530-2 Made JAG Dace 19 OCT 07 9 ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Sneed 0 N/A 36 of 55 This is the force applied to the ram shaft by a single row of solar panels. The configuration of the solar field is such that the forces in each row add to the force in the ram shaft. Thus, the the total force in the ram shaft between the drive motor and the closest row of panels is: Fax := 10• Fax Fax = 137891bf Fax aax ._ A aax = 5.014ksi Allowables: For A-36 structural steel FY := 36• ksi E:= 30.106• psi Compression (AISC 360-E3) Limiting width thickness ratio X := 1.12•FE Xp32.332 FTEXr:= 140 ar=4.041 x 103 didi — = 10.583 — < X COMPACT t t Radii of gyration about central axes: FA;� 1.1 := rl = 1.127in FA1. := r2 = 1.127 in r =min(rl,r2) r= 1.127in K:= 1.0 pinned -pinned L:= 6696 -mm L = 263.622 in KLr := K—L KLr = 233.85 r QAE17 REV 8/96 MAPTICHI ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9f ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document control No.: sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 37 of 55 Elastic Critical Buckling Stress F n2 E Fe KILT2 Fe = 5 ksi ' F X:= Y, X=6.649 Fe Flexural Buckling Stress Fcr:= if(Fe > 0.44FY,0.658X•FY10.877•FY) Fcr = 31.572ksi 6ax = 5.014 ksi aax < Fcr OK Tension (AISC 360-D2) - assume force can act in either direction ' nt := 1.67 F Fa := Y Fa = 21.557ksi of Qax = 5.014ksi 6ax < Fa OK Figure 6 QAE17 REV 8196 HH: • 4 Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07' 9 ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 38 of 55 Ram Splice (Flanged) - Dwg. 3402 Channel section w/ flanges 2 �b It tw d Y1 t7 bsY2 2 Dimensions: b:= 77•mm+ 12 -mm d := 87• mm — 12• mm bf:= 50•mm t:= 6• mm tw := 6 -mm tf := 6 -mm Area: A := t•b + 2•tw'd + 2•bf-tf Tension: F:= Fax F aax :_ A A Allowables: For A-36 structural steel F := 36• ksi E:= 30.106•psi 1 tw 4 b = 3.504 in d = 2.953in bf = 1.969in t = 0.236in tom, = 0.236in t f = 0.236in A = 3.153 in F = 13789lbf vax = 4374psi 1 QAE17 REV 8196 r ( � HAPTICHI ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9 ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07.076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 39 of 55 Tension (AISC 360-D2) - assume force can act In either direction Qt := 1.67 F Fa := Y Fa = 21.557ksi S2 t vax = 4.374ksi aax < Fa OK Compression (AISC 360-E3) Limiting width thickness ratio FYEXP := 1.12• XP = 32.332 Xr := 140.FE Ar = 4.041 x 103 d = 12.5 d < X COMPACT t t Radii of gyration about central axes: I rl :_ - rl = 1.053 in A I r2:= A Fr2 = 1.053 in r:=min(rl,r2) r= 1.053in K:= 1.0 pinned -pinned L:= 200•mm L = 7.874 in KLr := K—L KLr = 7.479 r Elastic Critical Buckling Stress 2 F := aE Fe Fe = 5294ksi KLr2 X:= FY X=6.8x 1073 Fe QAE17 REV 8/96 APTECH ENGINEERING SERVICES, INC, Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 o Clmpson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 40 of 55 Flexural Buckling Stress Fcr := iftFe > 0.44•FY,0.658X•FYI 0.877•FY) Fcr = 35.898ksi aax = 4.374 ksi Shear In Bolts (M20x2.5xl20) - AISC 360-G4 °ax < Fcr for minimum grade (4.6) low or medium carbon steel FY := 240• MPa FY = 34.809 ksi A := 245•mm2 A = 0.38in2 There are four bolts, with two shear planes per bolt, therefore F F:=- 4 'r := F r = 9077psi A CV := 1.0 0.6• F • C� Vn := Y Vn = 12.506ksi t < Vn S2 V Bearing Strength at Bolt Holes - AISC 360,13-10 n := 2.0 21 OK OK L := 25•mm — •mm clear distance between edge of hole & edge of material LC 2 Fu := 58• ksi for A36 steel Rn := 1.5•Lc•t•Fu Rn = 117321bf F = 34471bf F < Rn OK a QAE17 REV 8196 Calculation No.: AES -C-6530-2' Made JLG Date 19 OCT 07 iii ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 41 of 55 -Beam - Dwg. 3483 Dimensions: Wide -flange beam with equal flanges b := 100•mm b = 3.937in 2 t:= 5 -mm t = 0.197in b t tw := 4 -mm tw = 0.157in d := 150•mm— 2•t d = 5.512in I Yt Area: A:= 2•b•t + tW•d Distances from centroid to extremities: yl:=Z+t b Y2 2 Moments of Inertia: b•(d + 2•t)3 (b — tw)•d 3 — 12 12 3 b3•t + tN •d 2 6 12 Plastic section moduli: tw•d2 Z1 := 4 + b•t•(d + t) ty,1 2 I + 1 A=2.418 in A y1 = 2.953 in Y2 = 1.969in I1 = 14.831in4 12 = 2.004in4 Z1 = 5.62in3 Z d tJ Yz 2 t 2•d Z2:= b2 t + w4 Z2 = 1.56in3 Forces will be transmitted to the I-beam from the drive bearing pin. From the analysis of the ram shaft, the vertical force on the I-beam is: F := 1379• lbf QAE17 REV 8/96 APTECH ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9f ompson Technology Checked Date: Project No.: AES 07076530-5 Title: IBC Wind Analysis for Solar Panel Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: - Mechanism for 90 mph Wind Speed 0 N/A 42 of 55 The I-beam will act as a continuous beam, and assuming that the force is applied at the worst location (at the center of the span) the moment is: L:= 7•m L = 275.591 in M := F. L M = 95010in•lbf 4 The moment acts in the strong direction on the beam (axis 1), so C := y 1 c = 2.953 in 1 := 11 l = 14.831 in S :_ I S = 5.023in3 c Z := Z 1 Z = 5.62 in3 6bend M•c _ Abend = 18916psi Shear: T := F T = 570psi A Allowables: , For A-36 structural steel F := 36• ksi I E:= 30.106• psi Bending (AISC 360-F2) S2 b := 1.67 . Yielding Criterion is based on plastic section modulus, so convert bending stress back into moment: M := obend 'S M = 95010in•lbf F •Z y Mn := Mn = 121156in•lbf M < Mn OK �b QAE17 REV 8196 a-1 0 AMCH ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JAG Date 19 OCT 07 9 ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel - AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 43 of 55 Also check lateral -torsional buckling: Radii of gyration about central axes: F_'� rlri = 2.477 in FA'2r2:_r2=0.91in r:= min(rl , r2) r = 0.91 in Lb := 3.5•m Lb = 137.795in LP := 1.76-r. LPFFTEY_ Lp = 46.252 in its —1d its = 2.853in 42-S 1 r =nits' E Lr = 309.212in 0.7• Fy LP < Lb < Lr 46.252 < 137.795 < 386.516 Cb 1.0 M := Fy•Z II.. M C M – (M – 0.7• F • S�• n •= b p p y (Lr – L) Mn = 175957in• lbf ll P M = 95010in•lbf M < Mn OK QAE17 REV 8196 NAPTICH] ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9f ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document control No.: sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 44 of 55 Shear (AISC 360-G2) S2 v := 1.67 kv := 1.2 1.10Fk,,,..--L = 34.785 = 28 1.37• kv E43.323 t Fy 28 < 34.785 C := 1.0 0.6-F • Cv Vn:= Dv Vn = 12.934ksi T = 0.57ksi z < Vn OK' Shear in Fillet Welds (AISC 36042) The I -Beam is fabricated as a built-up section (flanges welded to the web). The nominal fillet leg length is 2 mm. For conservatism, assume w:= 1.5 -mm w = 0.059in The throat dimension is equal to A.'���1 �1 -•w r t:= 2 t=0.042 in foot' �' r Or:.goo.) Assuming that the weld metal matches the base metal properties, the allowable stress/length of the weld metal is (from above) Vw := Vn • t Vim, = 540.107 lbf in Assume the effective length of the weld is the distance between supports L:= Lb L = 3.5m L = 137.795 in The capacity of each weld is V:= Vim,• L V = 744241bf The applied shear force is F = 13791bf F < V OK QAE17 REV 8196 NAPTICH] ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG Dace 19 OCT 07 9 ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel - AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 45 of 55 I -Beam Splice Plates - Dwg. 3344 Flat rectangular plates Dimensions: d:= 120mm d = 4.724 in b:= 5mm b = 0.197in Area: A := b•d A = 0.93in2 Tension: The axial force in the I -Beam will be shared between two splice plates F:= F F = 6901bf 2 F aax := — aax = 741 psi A Allowables: For A-36 structural steel F := 36• ksi E:= 30.106. psi Tension (AISC 360-D2) S2 t := 1.67 F Fa := Y Fa = 21.557ksi nt aax = 0.741 ksi aax < Fa OK QAE17 REV 8196 APTECH ENGINEERING SERVICES. INC. Calculation No.: AES -C-6530-2 Made JAG Date 19 OCT 07 cif ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mnh Wind Sneed 0 N/A 46 of 55 Compression (AISC 360-E3) - assume force can act in either direction S2 c := 1.67 T Y Fa := Fa = 21.557ksi fie aax = 0.741 ksi aax < Fa OK Shear in Bolts (M20x2.5x120) - AISC 360-G4 for minimum grade (4.6) low or medium carbon steel Fy := 240•MPa F = 34.809ksi A :='245 -mm 2 A = 0.38in2 T:= F A T = 1816psi CV := 1.0 0.6. F • CV Y Vn := Vn = 12.506ksi T < Vn OK S2 � Bearing Strength at Bolt Holes - AISC 36013-10 S2 := 2.0 L := 50. mm — 55 -mm LC clear distance between edge of hole & edge of material 2 Fu := 58• ksi for A36 steel Rn := 1.5•Lc•t•Fu Rn = 32181bf F = 690 IV F < Rn OK QAE17 REV 8196 Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9f ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mnh Wind Speed 0 N/A 47 of 55 I -Beam Alignment Pins - Dwg. 3391 Hollow circle � Rj/R Y'— i r' , Dimensions: r R:= 27mm R = 1.063 in Ri := 9mm Ri = 0.354in Area: ` A:= n•(R2 — R, 2) A = 3.155in2 Shear Force: The axial force in the I -Beam slice plate will be shared between four aligment pins F:= F F = 172lbf 4 F T = 55 psi A Allowables: For A-36 structural steel F := 36• ksi E:= 30.106• psi Shear (AISC 360-G2) n v := 1.67 kv := 1.2 CV := 1.0 0.6• F y • CV Vn := Vn = 12.934ksi T < Vn OK �V QAE17 REV 8/96 APTECH® ENGINEERING SERVICES. INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9 ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 48 of 55 Alternate I -Beam - DWg. 3605 (JIS 148x100) Dimensions: Wide -flange beam with equal flanges b := 100 -mm b = 3.937in 2 t:= 9 -mm t = 0.354in b ? tom, := 6• mm tom, = 0.236 in d := 148. mm — 2•t d = 5.118in f i1 w Area: 1 + � A := 2•b•t + tw'd A = 3.999in2 d Distances from , centroid to extremities: t yl:=d+t y1=2.913 in 2 Y2 2 b 1.969 in Y2 �= 2 Y2 = Moments of inertia: _ b•(d + 2•t)3 (b — tw)•d 3 11 12 12 11 = 23.557in4 3 12:= b3 tt + tW d 4 6 12 12 = 3.609 in Plastic section moduli: 2 Z1 := tW4d + b•t•(d + t) Z1 = 9.181 in3 2 t 2•d Z2:= b2 t + w4 Z2 = 2.817in3 Forces will be transmitted to the I-beam from the drive bearing pin. From the analysis of the ram shaft, the vertical force on the I-beam is: F:= 1379• Ibf QAE17 REV 8196 MAPT17CH ENGINEERING SERVICES, Calculation No.: AES -C-6530-2 made JLG Date 19 OCT 07 9iompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mvh Wind Sneed 0 N/A 49 of 55 The I-beam will act as a continuous beam, and assuming that the force is applied at the worst location (at the center of the span) the moment is: L:= 7-m L = 275.591 in M := F- L M = 95010 in• Ibf 4 The moment acts in the strong direction on the beam (axis 1), so c:=y1 c=2.913in 1:= 11 I = 23.557in4 S:= I S = 8.086in3 c Z:=Z1 Z=9.181in3 M•c abendf 6bend = 11750psi Shear: F T :_ — t = 345 psi A Allowables: For Q235 structural steel F := 235• MPa E:= 30.106•psi Bending (AISC 360-F2) fib := 1.67 Yielding Criterion is based on plastic section modulus, so convert bending stress back into moment: M := "bend -S M = 95010in•lbf F •Z Mn := y Mn = 187380in•lbf M < Mn OK rlb QAE17 REV 8/96 NAPTICH ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 . ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel . AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: ' Mechanism for 90 mph Wind Speed 0 N/A 50 of 55 Also check lateral -torsional buckling: Radii of gyration about central axes: FA;� rl :_ rl = 2.427 in TA'2r2:= r2 = 0.95 in r:= min(rl , r2) r = 0.95 in Lb := 3.5•m Lb = 137.795 in LP := 1.76-r.F LP = 49.607in Y its := 1 d its = 2.73 in 2•S Lr := n rts.F7. Lr = 304.177in LP < Lb < Lr 46.252 < 137.795 < 386.516 Cb := l .0 MP := FY•Z Mn := Cb MP — (MP — 0.7•FY•S)• (Lr — LP) Mn = 271351 in•lbf M = 95010in•lbf M < Mn OK QAE 17 REV 8/96 -' , . uu■ �a ■���■ 2 a • Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9i ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 51 of 55 Shear (AISC 360-G2) 0 V := 1.67 kv := 1.2 1.10•FE= 35.749 d = 14.444 1.37• k E = 44.524 t v Fy 28 < 34.785 CV := 1.0 0.6• F • CV Vn :_ 0 � Vn = 12.246ksi T = 0.345 ksi T < Vn OK QAE17 REV 8/96 NAPTICH] ENGINEERING SERVICES. INC. Calculation No.: AES -C-6530-2 Made JLG Dace 19 OCT 07 9Wompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Speed 0 N/A 52 of 55 Alternate I -Beam Splice Plates - Dwg. 3607 Flat rectangular plates Dimensions: d:= 120mm b:= 4mm Area: A:= b•d .__....:.:.................. ........._... __...__.::. _............ 1 i d = 4.724 in b = 0.157in A = 0.744in2 Tension: The axial force in the I -Beam will be shared between two splice plates F F:= — F = 690lbf 2 F 6ax :_ — A aax = 927 psi Allowables: For A-36 structural steel F := 36• ksi E:= 30.106•psi Tension (AISC 360-132) Q t := 1.67 F Y Fa := Fa = 21.557ksi fit 6ax = 0.927ksi aax ` Fa OK QAE17 REV 8/96 •. d.1 Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 ' ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mph Wind Sneed 0 N/A 53 of 55 Compression (AISC 360-E3) - assume force can act In either direction tic := 1.67 F Fa := Y Fa = 21.557ksi C2 Gax = 0.927 ksi aax < Fa OK Shear In Bolts (M20) - AISC 360-G4 for minimum grade (4.6) low or medium carbon steel FY := 240•MPa FY = 34.809ksi A:= 245•mm2 A = 0.38in2 T := F A T = 1816psi CV := 1.0 0.6• F • Cv Y V� := Vn = 12.506ksi T < Vn OK riv Bearing Strength at Bolt Holes - AISC 360-J3.10 C1 := 2.0 Lc := 50• mm — 22 mm clear distance between edge of hole & edge of material 2 Fu := 58• ksi for A36 steel Rn := 1.5•Lc•t•Fu Rn = 473321bf F = 6901bf F < Rn OK QAE17 REV 8/96 RHAPTICHI ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG nate 19 OCT 07 9 ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mvh Wind Sneed 0 N/A 54 of 55 -Beam Support Column - 4" Sch 40 Pipe Dimensions: OD := 4.5. in t := 0.237. in Hollow C ylinder R:= OD R = 2.25 in 2 Ri := R – t Ri = 2.013 in ' Ri/R y' ' Area: A := n•(R2 – RA A = 3.174in2 Distance from centroid to extremities: y:=R y=2.25 in c:=Y Moment of Inertia: I := 4 •(R4 – R4) 1 = 7.233in4 Plastic section modulus: Z := 1.333•(R3 – Ri3) Z = 4.31 in The columns are spaced 11.5 feet apart, and are 27" high. The rows of solar panels are spaced 7 meters apart 7• m = 22.966 ft h := 27• in Therefore, there are two columns for every row of panels. All of the loads due to the applied moment are reacted out internally within the ram shaft and I beam. Therefore, the only loads on the columns are the horizontal and vertical loads, and the loads defined on sheet 2 are distributed over two columns. Axial Force: P:= 2 . (D + WO P = 871 Ibf compression (wind load down) P "ax := — "ax = 274 psi A Bending: M :_ � .Wh•h M = 26522in•lbf 2 M•C "bend I "bend .= 8251 psi GAE17 REV $196 MAPTW ENGINEERING SERVICES, INC. Calculation No.: AES -C-6530-2 Made JLG Date 19 OCT 07 9 ompson Technology Checked Date: Project No.: Title: IBC Wind Analysis for Solar Panel AES 07076530-5 Tracker Assembly, Supports, and Drive Revision No.: Document Control No.: Sheet No.: Mechanism for 90 mnh Wind Sneed 0 N/A 55 of 55 Shear: F:= 2• W h F= 982 Ibf T := F A t = 309 psi Allowables: For A-36 structural steel F := 36• ksi E:= 30.106•psi Tension (AISC 360-D2) n t ;= 1.67 F Y Fa := Fa = 21.557ksi nt 6ax = 0.274ksi °ax < Fa OK Bending (AISC 360-F8) 0 b := 1.67 Criteria apply if D/t < .45 E/F y OD = 18.987 .45• E --375 t F Yielding Criterion is based on plastic section modulus, so convert bending stress back into moment: M := vbend -S Fy•Z Ma— r' b M = 26522in•lbf Ma = 92919in•lbf M < Ma OK QAE17 REV 8/96 3rr- Y/ g.z/2-ri q " 418-82B PERMIT NO. PERMIT EXPIRES OWNER Anthony P. Colaci CONTR. Soudan Const., Oroville ASSESSOR PARCEL 28-19-101 LOCATION SE/S @ end of Mission Olive Ct., 'a 0 t Temp. Power Pole_ Called PG&E _ Temp. Elec. Service Called PG&E_ 3 Temp. Gas Service_ Called PG&E JOB FdALED (Date) Signature J 4 OK 0 = Not OK = Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's Date C 196ye S, CzMff44M, ETC. (P ns) OK except N's 1. Zoning Requirements -Setbacks -Easements 1 oning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2,,,F0 ; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3� s; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) -4r-Weed-Awn' Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp-Concrete 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG -4--ATUm Awn.; Columns -Connections -Splice -Decal -Enclosures fi-2arports-,Windows-Doors 7. Utility Clearance Card -BI Date Card -BI Date Card, -B I -_io Date ;K,s rd -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI - Date Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date _ POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date V = OK 0 = Not OK = Not Applicable * Not Ready RESIDEKTIA•L SSingle and Duplex) Date UNDERFLOOR Plans OK except N's Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3'-Ch6ck Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel -B lockouts -Wrapped -S lab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 9. Gas Pipe; Size -Anchors 55. Shear Walls; Nailing -Bolts 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date rd -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except N's Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except q's 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector 14. Water Ht.; Vent -Access -Combustion Air 58. 59. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. COLnter Date ELECTRICAL Permit OK except q's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 22. 23. Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water 72• Insulation -Foam -Looked in Attic E] Yes 73. Guard Rails & Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen & Conductor Size 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes ❑No 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77. A.C. Unit; Disconnect-Clrnces-Brkr.& and Size -115V Outlet 30. Clothes Closet Light -Shower Light ants Above Roof; Plbg.-Appliance lear o Opngs. 79. Water Well; Disconnect, Electrical, Plumbing ,G�k 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card BI Date 81. Ventilation throughout House Card B -I Date Date Card -BI Date MECHANICAL (Permit) OK except q's 31. A.C. Ducts; Insulation & Support 82. Glass Protection 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86. Energy Compliance Certificate -Other Certificates _ 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic - Card -BI ,Date and -BI Date Card -BI _- _Date _ Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's 36. Sills; Proper Material & Anchors Comments at Final: 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound _ 38. Bearing Walls over Girders & Floor Nailing �2 _ 39. Draft Stop in Walls (rat proof)-' 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. �42. 43. 44. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. Fireplace Ties or Ty lue-Fireplace Throat _ 45. Attic Access; Size 81Romex Protection -Draft Stop -Ins. Baffles _ 46. 47. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing (NOTE:Anentrymust be made each time you visit jobsite) 9OUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT N 7 County Center Drupe--_Oroyille, California 95965 - Telephone 916/534 41 APPLICATION AND PERMIT AN 1. ASSESSORPIRCEL NUMBER pI/ -O ZO N = t BUILDING PERMIT O W4E t C TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING AJ -5. CONTRACT R•S NAM TELEPHONE y� CONTRACTOR'S AI I G ADD ESS I Fireplace CONSTRUCTION LENDER Ile UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ r ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ , BUILDING DDRESS �I f PLUMBING PERMIT Fee Filin Fee 10.00 Filing � v J Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME PARCEL 'MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets ,� / USE OF STRUCTURE SF Lam' Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remode ❑ Utilities ❑ Installation❑ Other ❑ Describe work: _ A Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR00V OR LESS5.00 Main service EA. ADD -L too AMP 2.50 NEW CONST. /DWELLING OCCUP.y) OR ADDNS. `ACC, BLOGS. 20 sq CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions a and my license is in full force and effect. / License No. 7 CoV5� � Classification Il— ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. TI -OUTLET 2,50 ea NON.R ESID BRANCH CIRC ITS NEW CONSTR. (POWER APPARATUS &I NON-RESID. (SINGLE OUTLET CIR. 1 Ex. OCCUp OUTLETS OR FIXTURES BAL@1 FIXED APPLNS. OR \ Ex. QCCUp.�pUTLE TS (RESID.) EA./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ®/f- shal I not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith Comply with such provisions or thi-6permit shall be deemed revoked. Heating 1 Cooling Hood 3.00 Venti lation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgme ts, costs, and expenses which may in any way accrue against County i conseq a of the granting of this permit. -L�yt � X Date Signature of p icant — Owner ❑ Contractor IX Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST, PARCEL PD H ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIR TOR 0 PUBLIC �6 By A-, 2 PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date �' Receipt No. a. d WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 1 � i I 1 j :1XL JOIST t i yx16 D.F. &I-Prltox- A setback of 5 ft. from 1`h4 property lines ar,d a setba& of 50ft. f rom t: I c s d centerline sl,141 be char of structures or eqc i gent exceP� fnr a 2 ft. eave overhang. �._ D F n._ f 1vt h o v,v ,�.. 1,51- lo( M S,;r1iJ of Ib -. C-1 r N Xd �s M Q r TE• All M1,. I �tN�ol9—r,.VrS!tin Shell B U '2x2 ReAWooC� ckc"tS � 9" ac. e I iris se} of plans and specifications 1,` .P- h'-yx/40' kept en thA fob at rl". times rnd it is unlaw. a • chgr7cs or r..t^rr.lrns o:� . a,ho+. blit writaen rermission from flee Department p©+5;' G D, G, Works. County of Butte. 2_ 8� q NO — r e Accordance wif' »''tea Good ?...; -fices and hof a quality pre ' �'- '"� -'recified use in the Uniform Building% "I m' �� P.lachanical Codes and j the National Ele..^trical Co -de. o v r-1 qe 2 O,G, j. BOV E COUNTY �R _ Z'� U.)..4 JgANd 2All �GiYr( roe 5 -re p Ti j, -T--;76e. llj4zil 3 Z/ rrAoud b 4 w692n/ocl� %�� 7-6 i' i i 0 n COUNTY OF BU1TE--1)r ARTMENT OF F)UBLIC WORKS PERMIT NO. County Center Drive - Oroville, California 95965 - Telephone 91e/534-4541 APPLICATION AND PERMIT PARC' -L NUMBER _ �� /cw ZONING c BUILDING PERMIT ~--�'— °Y� t ! . z / r TE EPHON�_ SO. FT. OCC. BUILDING VALUATION "7. WNF.-:P'S M. A 1 Li NG ADDRESS y'�J Oil (/� Ci. p �l/ '! r_ .N TRACTOR'S NAME t o �! r r TELEPq ONE - .1)ti'AC•i OR'S MAILING ADDRESS Fireplace AOc7Ca •ry j COtJS7F?UC'•.'C`h LENDcR,UNKNOWN Total Valuation $ /C'( �o Filing Fee $ 10.00 12—l'S MAILING ADDRESS Permit Fee $ -,!? ul-FC7 0:7 ENGIN F_!=R LICENSE NO. Plan Checking Fee $ Penalty $ .i AR:.nI i -CT OR ENGINcER' ' MAILING ADDRESS S BUILUiNBj.DiiESS oz. J Vie (7,i Permit fee $. PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 —� Solar Water Heatar 20.00 .. _ I ' 04VVIZI Water piping 5.00 F,NO.su6DIVISION (( � M NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system stem 1 - 5 outlets g 5.00 USE OF STRUCTURE SF Duplex[❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home S G W 0.00 e TYPE OF WORT( i`:e t1 Addition Remodel[] Utilities ❑ Installation❑ Other f ' T1g1& GJ00D 01146 ld 6 i Describe work: � -S70VE Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 00V OR Main service 100 AMP ORSLESS 10.00 I - -� -- Main service EA. ADD -L too AMP 2.50 NEW CONST. ( DWELLING OCCUP.&) OR ADDNS. l ACC. BLDG5. 21�20sq It CONTRACTORS LICENSE LAW ! I declare under penalty of perjury (check One): FL I em licensed under provisions of Chapt. 9, Div. 3 of the Business =g and Professions Code and my license is in full force and effect. 1 License No. Classification _ I, as the owner, or my employees with wages as their sole compen- 1 sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I ❑ I, as the owner, am exclusively contracting with licensed contract- ors. ('Sec. 7044) I am exempt under Sec. , Business and Professions Code for this reason _ NEW CONSTR U TI-OUTLET2.50 NON-RESID BRANCH CIRC UIS ea NEW CONSTR (POWER APPARATUS &•) NON•RESID. (SINGLE OUTLET CIR. i Ex. Occup(OUTLETS OR FIXTURES e0 '33 s FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.OU (valuation) or less. j ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to ;he W. C. provisions of the Labor Code, you must forthwith comply with such P provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte (o enter upon the above-mentioned property for inspection purposes. 131so agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and epeLhich may in any way accrue ay�.inst id COUn rf in copse ce of a of this permit. , ;- g r „�� l ,�,.r!✓ Date Si,InarUr, of Aaplicont Owner Contractor ❑ Agent El An 05HA permit is r_quired- for excavations over 5'0" deep and demolition or construct- n1n cf st,,cwras over 3 stories in height. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 2Jr C,1) occuP. E7 TYPE DP CONST. PARCEL PD I ND I ISSUE This permit is hereby issued under siq s of the Buttq County Code and/or rk i di atjed `�ove for which fees / /� /�DI ECTOR OF PUBLIC r //,, B •�GG�✓ ' PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. W0R9CS Date ,./', i receipt No.___�.[_ v 11:11T.-ID.P-W .. 1ELLOW-AS8Q930 R, PINK -INSPECTOR. COLD EN ROD -APPLICANT COUNTY OF BUTTE- D'EP'ARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION ANQ PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT O WNE_j3.� TELEPHONE SQ.FT. OCC, BUILDING VALUATION OWNER'S MAILING ADDRESS / v C LAT � �L CONTRACTOR'SNAME �" TELEPHONE CONTRACTOR'S MAILING ADDRESS ` Fireplace CONSTRUCTION LENDER,,/ n UNKNOWN Total Valuation $ /(i LC, Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ / S• ARCHITECT OR ENGINEER / LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEERS MAILING ADDRESS Permit fee $ BUILDIN9,,rADDRESS �� , C% �t, 55 o/t/ GL I ►✓ f� PLUMBING PERMIT FilingFee 10.00 Each Trap 2.00 Solar Water Heater 20.00 ole,&V/LLQ Water piping 5.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF K Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home S I G I W 10.00 e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other �+ Describe work: /!!f: 111l. 6UC'C' 6("I S!%�Vr Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 500V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS. 2I/20Sgit CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F -1I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑�.� I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULTI NON.RESID. BRANCH CIRC ITS NEW CONSTR POWER APPARATUS & NON.RESID. SINGLE OUTLET CIR. 20@500 Ex. Occup(o OR FIXTURES BAL@30Q FIXED A PLNS Ex. OCCUp. OUTLETS PRESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Counntty'in consequence of the granting of this permit. XDate 1/�' Signature of Applicant �� Owner El Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST, I PARCEL PD I ND I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which I /,f. (DIRECTOR OF PUBLIC BYE _ , PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. WHITE-D.P.W.• YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT r PERMIT NO. 3121-83B,E PERMIT EXPIRES 2A/9 OWNER ANTHONY COLACI CONTR. Gary Soudan ASSESSOR PARCEL 28-19"101 LOCATION 33 Mission Olive Oro 1 F Temp. Power Pole_ Called PG&E 4 Temp. Elec. Service Called PG&E Temp. Gas Servici Cal led PG& E JOB FINALED (Date) Signature J = OK 0 = Not OK = Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete _ 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing_ 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card - BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date _ POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.: Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval 7, Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card 3-1 Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date = OK = Not OK Not Applicable = Not Ready RESIDENTIAL Single and Duplex) Date UNDE LOOR (Plans) OK except N's Date FRA I G Continued Zoning requirements -Setbacks -Easements 4 roperty Line Firewall & Openings 2 - ec. Grnd.- / /" Ftg. Depth 4®fExt. Doors -One 3' -Check Garage -3rd story, 2 exits arage; Soils -Steel- I' W- Ftg. Depth 50. Sta' s; Width -Headroom -Rise -Run -Landing -Fire Protection 4. _E1q,-Retches & Decks; Soils -Steel- / /" Ftg. DepthJywood on Roof Overhang -Attic Vents -Rafter Outriggers i _ee -Blockouts-Wrapped-S+eb Siding -Nailing -Veneer mwalls, Garage; Steel-Blockouts-Wrapped-S 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test W -Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test _ 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples C -BI �� Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL Plans) OK except q's Card -BI Date Card -BI Date Date _ PLUMBING (Permit) OK except q's 14_. Water r Ht.; Vent -Access -Combustion Air xt. Steps -Door & Sidelight Protection -Landings 5 58. Furnace: rance-Comb. Air -Connector - InVents-�Laaove Floor -Ducts -Meth. Protection 1 'Water Pipe; Test & Anchors -Nail Protection Test-Fttngs & Anchors -Nail Protection 5% Rarirnnm Exiting -�--IS0r-1577-KBath 17. Pan; Test, First Floor -Tub Access Fixtures & Tub Access _Shower 18. Test Tub & Shower, 2nd Floor -Tub Access ec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62 _ 63-- Ffrenlace or Stove: Clearances -Hearth 64 Panel; Int. & Ext. and -BI ate Card -BI Date 65 e; Grnd.-Air Gap -Cooking Clearance Card -BI Date _ Date Card -BI Date ELECTRICAL Permit OK except N's 66. E4%_8at�eceptacles at Kit. Counter 64-:191-rag_e Fire Door; Swing -Landing -Closer 68. arag -Damper -- - Fixture & Transformer Clearance -Ins. Protection -- lec. Receptacles Spacing -Lights & Switches at Doors 2� . 22_ Si ie Boxes & No. of Conductors -Stapled 69. - ce-Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 70. uip. Listed for Location rage; (G.F.I.)-Fomex Protec. �---- 2 hom�-Installed Close to Edge of Studs & C.J. -- -- 20,-IEquip. Ground made up w/Mech. Fasteners -Bond Gas & Water 25. 2 Appliance Circuits in Kitchen & Conductor Size 72 jpgulatlnn Eaaa coked in Attic EJ Yes 73. struction-Post Caps 74. 75. Fdn. Door -Drainage & Wood -Earth Clearance ooked under Floor ❑ Yes Fo instld.: Drive ❑Yes ❑ No; Walks [ Yes ❑ No; lanters El, Yes ❑No - 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ._ Yes DNo 28. _Service -Riser Conductors & Ground -Main Disconnect 76 77. - Irnces-Brkr. & Cond. Size -115V Outlet -_ 29. Equip. Clearances; Pane ls-Motors-Mech_ Equip. _ 30. Clothes Closet Light -Shower Light _ - - .-Appliance-Firepl.-Clearance to Opngs. Card B -I Date l Card -BI Date -.___at� C� Date Card -BI Date 7;-warorw_a__it n nnect, Electrical, Plumbing . Trim; G.F.I. Receptacle -Underground 82.-G4ase•41rotec ughout House t i on Date MECHANICAL (Permit) OK except It's 8'g CnrrPntFonq from Previous Inspections 84_ 85. as T -e ` eters Tagged; Gas -Electric Tmrr-&-Sewer Connected -C/0 to Grade -HD Approval Card -BI Card -BI 31. A.C. Ducts; Insulation & S rt - - 32. Vent Fan; Exhaust a Insulation_ - 33. Condensate Or ' _ Overilow; Size & Grade _ 34. Furnace- t; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic A,,cess & Platform if Furnace in Attic -. - - -- - - - - - -- - - Date - _Card -BI _ Dateand-BI Date Card -BI Date 86 ce Certificate -Other Certificates rd at _- Card -B Date Date Card -B Date Card -BI Date Card -B Date Date FR ING(Plans) OK except N's Comments at Final: - -S' Proper Material & Anchors 3y /�{s tu_ds_-Nailing, Spacing & Bracing-Plates-Sound--- 38fwring Walls_over Girders &_F_lo_o_r Nailing --_ ,raft Stop in W_alls_(rat proof) _ 4 _ie Stops; Furred Ceilings -Stairs -Chases -Tub Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 4n ---fig. Joist-Rttr. Ties-Purlin-Roof Brac.-Truss-Shlhnq.-Rfnq. 44. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access: Size_& Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing - --- ---- ---- - R (NOTE: Anentry must be made each time you visit job site) i COUNTY OF BUTTE-- DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMINJ., ASSESSOR PARCEL NUMBER ZONING IV BUILDING PERMIT 0 wV owN 1T1kA1Y e0bleJ E EPHONE— TELEPHONE -- SO. FT. OCC. BUILDING VALUATION OWNER'S MANG ADDRESS '/SS/DAI01-IVE CT, 4/U_ CONTRACTORR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace OoO► eDv CONSTRUCTION LENDER UNKNOWN Total Valuation $ /0 Filing Fee $ 10,00 LENDER'S MAILING ADDRMSS Permit Fee � $ .off ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDIN✓DRE55 r/lpy "ISSIOAlOZ-1, V E a- PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20,00 Qv�L Water piping 5.00 LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF)KL Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home S I G I W 1 1 110-00 e TYPE OF WORK New AdditionRemodel❑ Utilities❑ Installation❑ Other Describe work: 7ALL i9OD 84146*41 STOVe Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADONS. ACC. BLDGS. 1 2 0sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. y License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULT' -OUTLET 2,50 ea NON-RESID BRANCH CIRC ITS NEW CONSTR. POWER APPARATUS &'\\ NON-RESID. %SINGLE OUTLET CIR. 1 Ex. Occu / 20@50e P\o OR FIXTURES 3ALO 30 FIXED APP LNS, OR IXED_A EX. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expense which may in any way accrue against id Coun in conse ce o e gr ing�of this permit. X Date Signature of Applicant Owner El Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 05;1 O -C) OCCUP. GROUP I TYPE OF CONST, PARCEL PD HD 1550E This permit is hereby issued under si s of the Butt County Code and/or w rk di d ove for which 1 CTOR OF PUBLIC B , PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date �/ Z S3 (p t-2 _ Receipt No. ����� WHITE-D.P.W., YELLOW-ASSFSSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT N , . ASSESSOR,F &RCEI, �UMB%R % �l // P ZONING BUILDING PERMIT owN R i 174 P. C�V T LEPHONE i SQ. FT. OCC. BUILDING VALUATION n OWt✓/ MAI I/OV©,//5 lV CONTR/TME IN0_DTIv TyV�E9/LEPc�HoONsE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTIO LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OVIENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDIyf $DRESS • , S,9O Q�1 /� A „� '/v// V l/N/) PLUMBING PERMIT Filing Fee 10.00 ,//j `�j/� Each Trap 2.00 -,0,0 Solar Water Heater 20.00 Que Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF�Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home S G W 10.00 e TYPE OF WORK New Addition [/❑� Remodel❑ Utilitie�j❑ Installa�tiPn❑ Other Describe work: /TU1D� / Permit Fee $ , od Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100v OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS. 2t/20sgIt CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR MULTI -OUTLET 2,50 ea NO N.RESID BRANCH CIRC ITS, NEW CONSTR I POWER APPARATUS &'\ NON-RESID. %SINGLE OUTLET CIR. / Ex. Occu BAL@30 BAL030 p�OF`IXED APPLN5xORRES Ex. OCCUp- OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai , sa2 C my in p22o f the granting of this permit. X Date Signature of Appl' nt — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ /%,&e, OCCUP. GROUP TYPE OF CONST. I PARCEL PD I HD I ISSUE This p it is hereby issued under sion of the Butte C my Code and/or wor i cat abo a Yepr which E OR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date _ Ito r 8 Receipt No. oqzo WHITE-D.P.W., YELLOW-ASSFSSO , PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE : DEPAMYMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICAT1,10N AND PERMIT PERMIT N0. l - ASSESSOR PARCEL NUMBER ZONING t. BUILDING PERMIT OWNER JJ j• T PHONE on SQ. FT. OCC, BUIL//DING VALUAWIdK OWNER'S MAILING ADDRESS 3 IOX) CONWCTOR'S AME �f> TELEPHONE CONTRACTOR'S MAILING ADDRESS OU S Fireplace CONS RUCTIOIZALEND U KNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 7'7,S BUILDING ADDRESS -` a��C � ,� PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 (f� Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF-] Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home S G W 10.00 e TYPE OF WORK New F-1 Addition] Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: __,_� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELING OR ADDNS. ACCLBLDGS.0 21h2sgft IZ,,961 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. MULTI -OUT LET 2.50 ea NON.RESID BRANCH CIRC ITS NEW CONSTR. (POWER APPARATUS &' NON.R ESID, (SINGLE OUTLET CIR. Ex. Occu 20es0a P�o OR FIXTURES eALeao IXEDT3 Ex. Occup. OUTLETS P(RESID.)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and pixpenses which may in any way accrue aga�saiunt�yinpeq ahe granting of this permit.Pa. _ _ Date Signature of Applic nt — OwnerX Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 5P, 0 OCCUP, GROUP I TYPE OF CONST. PARCEL PD HD issu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIREC OF PUBLIC By P XPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date / Receipt No.eZZ-) WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT RES IDENi' IAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT Mission Olive Ct Orovmlle (location) BUILDING PERMIT NO. J A. P. NO. e2�"'�� %0-I THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if not applicable) INSULATION: GLAZING: - Slab Edge NA Single Glazed NA Fdn. Walls NA Special (Insulated) NA Floors NA CERT..& LABELED WDS. Walls R-11 !- '^ & SLIDING. DRS. NA Ceiling/RoofR=30•• WEATHERSTRIPPED DRS. NA Ducts r NA BACK DAMPERED FANS NA Circulating Pipes INTERMITTENT IGNITION DEVICES NA APPROVED HEATER— CERT. APPLIANCES NA APPROVED WTR.HTR. NA I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREME-NTS AND AGREE TO ° THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED, Insulation Applicator Name Hawkine Inaulation Co Inc Signature of T (please -print) Insulation Applicator State Contractors License No. 378407 General Contractor/Owner Name (' 1 ase 'nt) Signature of General Con tractor/OwnerDate State Contractors License No. ;11 THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPAR'T'MENT PRIOR TO ,. REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. 1-1 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional planation, please contact this office immediately. r Inspector, r� %- Date 2 i�r 4rZ- PERMIT NO. 3212-81B,Pjq PERMIT EXPIRES -A �� OWNER Anthony P. Colaci CONTR. Soudan Const., Oroville ASSESSOR PARCEL 28-19-101 LOCATION SE/S @ end of Mission Olive ct/ 1 r app.425'E.of Mission Olive Rd Oro. 11 I 0 Temp. Power Pole Called PG&E Lr r Temp. Elec. Service Iled PG&E� LW as Service Cal led PZE w `� JO F ALED (Date) Signature i J = OK 0 = Not OK = Not Applicable MOB.ILEHOMES = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except k's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2, Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg. Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance _ 7. Elec. Card -BI Date Card - BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date 'k MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date _ POOLS (Plans) OK except H's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances- 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4, Elec.; Receptacles and Lighting; Distances-GFI S. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10, Cert. of Occupancy �'_t 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B-1 Date Card -BI Date 4 Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date 14` ` f .f i = OK'' t = Not OK = Not Applicable = Not Ready RESIDENTIAL )Single and Duplex) Date UNDERFLOOR(P OK except #'s Date FRAMING (Continued) oning requirements -Setbacks -Easements 4%e-flroperty Line Firewall & Openings ZooMg., Main; Soils -Steel- d.- / ,i./" Ftg. Depth 40-5xt. Doors -One 3' -Check Garage -3rd story, 2 exits tg., Garage; Soils -Steel- / /" Ftg. Depth 5D-,Stefrs+-Wlidth-Headroom-Rise-Run-Landing-Fire Protection Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth wood on Roof Overhang -Attic Vents -Rafter Outriggers _ 5Lf4emwalls, Main; Steel-Blockouts-Wrapped-Slab Siding -Nailing -Veneer itta2±IIs, Garage; Steel -B lockouts -Wrapped -Slab 59_44aeee-Meo-Drip Screed-Fdn. Vents-Underflr. Access r Fireplace Ftg.-Steel 5VPlazing Area -Glass Protection -Skylights -Plastic 8 . .V.: Fall -Fittings -Test -2 way C/0 -Sewer Test Shear Walls; Nailing -Bolts 9 s Pipe; Size Anchors igWalter Pipe; Test -Anchors -Regulator -Service Test 11. Elec ric; Underground 1 enums & Ducts; Clearance -Material -Support -Ins. ders-Sills-Anchor Bolts -Joists -Vents -Cripples Card -BI ate Card -BI Date C d -BI Date and -BI Date Card -BI Date Card -BI Date Card -0I Date Card -BI Date Date FINAL s) OK except q's C -BIX—lezate/0-Card-BI Date Date PLUMB G Vol'except q's xt. Steps -Door & Sidelight Protection -Landings moke Detector __ alter Ht. Access -Combustion Air e; Vents -Clearance -Comb. Air -Connector - I Garage; Above Floor-Ducts-Mech. Protection Water Pipe; Test & Anchors -Nail Protection D.W.V.; Test-Fttngs & Anchors -Nail Protection Bedroom Exiting ow Pan; Test, First Floor -Tub Access I. & Bath Fixtures & Tub Access i87--T-e3tTub & Shower, 2nd Floor -Tub Access . Trim & Subpanel; Breaker Sizes -Labels _ 1 Gas Pipe; Size & Anchors Mylst5wej Rails fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. Card- I Date Card -BI Date Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance C08-131 4W Date /,'2 - Vq and -BI Date 6QiE1ec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL P t OK except H's ff-e-Fire Door; Swing -Landing -Closer ct 6&,-AvGv-0Tin Garage -Damper Fixture &Transformer Clearance -Ins. Protection Htr.; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Mech. Protection 2�Elec. Receptacles Spacing -Lights & Switches at Doors 7 Ib., Elec. & Mech. Equip. Listed for Location • 2 ize Boxes & No. of Conductors -Stapled 23. R ex Installed Close to Edge of Studs & C.J. ceptacles in Garage; (G.F.I.)-Rcmex Protec. _ quip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72• Insulation -Foam -Looked in Attic P s uard Rails & Deck Construction -Post Caps 74. Fdn. Vents & Crawl Hole oor-Drainage & Wood -Earth Clearance Looked under Floor Yes Appliance Circuits in Kitchen &Conductor Size 26. Subfeed Wire Size /—/ ga. Cu or AI-A.C. Wire Size / / ga. Cu onM 27. Range Circ.,4--t-ga. Cu or AI -Oven Circ. /---f-ga. Cu or AI, Insulated Neutral '_]'Yes El No 75. Following instl : Drive es No; Walks ee s C] No; Planters RYes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect _grown -Finish 2te"Fquip. Clearances; Panels-Motors-Mech. Equip. . A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet lothes CI set Light -Shower Light Vents Above Roof; Plbg.-Appliance-F ire pl.-Clearance to Opngs. alter Well; Disconnect, Electrical; Plumbing terior Elec. Trim; G.F.I. Receptacle-Uiderground Card B -I Date - - and -BI Date . V ilation throughout House C B I Date and -BI Date Glass Protection DateMEC NICAL (Permit) OK except p's _ 8S Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric _A.C. Ducts; Insulation &Support ter & Sewer Connected -C/O to Grade -HD Approval _ int Fan; Exhaust above Insulation Energy Compliance Certificate -Other Certificates _ *ea4ens7ffte Drain & Overflow; Size & Grade 3i. --FE- -Vent; Access -Comb. Air -Return Air Vent -115V outlet 31!&. yAccess & Platform if Furnace in Attic C BI Date /Card -BI Date _ _�"a L Card -BI Date Card -BI Date Card -BI Date rd -BI Date rd -BI Date i -BI Date Card -BI Date Card -BI Date Date FRA ING(P ns) OK except H's Comments at Final: Si s; Proper Material & Anchors _ _ 3i -Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 3 Bearing_W_alls over Girders& Floor Nailing _ 3 t Stop in Walls (rat proof) 4 Fire Stops; Furred Ceilings-Stai sk,tt44Tub _ 4L/Re der & Beam -Size & Bearing - 4l�gers-Post Caps -Anchors -Connectors Joist-Rftr. Tie �in Roof Brac.-Truss-Shthng.-Rfng. Fireplace Ties or y ue Fireplace Throat 4 Access; Size & omex Protection -Draft Stop -Ins. Baffles %%Bdrrm�m. _ Windows or Exiling Doors -Sill Hgt. & Dimensions — T' —_----- -- -- qpr we Protection Framing (NOTE:Anentrymust be made each time you visit jobsite) COUNTY OF BUTTE - DEPARTME0 OF PUBLIC WORKS PERMIT NO. 7 County Center Drive--Oroville; California 95965 - Telephone 916/534-45L/"/,�� /��LAPPLICATION AND'PERMIT! AA M /, ASSESSOR PARCEL NU BER ZONI BUILDING PERMIT owN- /� /�, l� P. ��� TELEPHONE SQ. FT. OCC. BUILDIN VA ATION / / ' F✓t✓ OWNER'S MAILING ADDRESS OD. V �] �/ �t�J /� /�f/D�,/�// CON II/ tl IAM d0 �/ ,57_e 67/ - 01 T E _F9,� ®� J(�V / / / f1� CO T ACTOR'S M I ING ADD//R11 "EJj�� '(/��j/j/�' Ll fries ��WO�_ j Fireplace _��11<� CONSTRUCTION LENDS UNKNOWN Total Valuation $ .Op Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ , 00 ARCHITECT OR ENGI EER LICENSE NO. Plan Checking Fee .$ O v Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS ^ADDRESS Permit fee $ .-00 BU DIN �1/ '� PLUMBING PERMIT Filing Fee 10.00 Each Trap U&I 2.00 ao� 00 Repair drainage or vent piping 5.00 O IOVlZZr_— Water piping -5-00 LOT IN SUBDIVISION NAME PARCEL MAP b qD Each qas water heater or vent 5.00 5,0,0 Gas piping system 1 - 5 outlets 15100 ,--,� USE OF STRUCTURE SF LiJ' Duplex❑ Mobilehome❑ Other SPECIFY Building sewer , 00 Lawn sprinkler system 5.00 TYPE OF WORK New P -"Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $ ,sO-00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service DooV OR LESS 100 AMP OR LESS 5•00 rOv Main service EA. ADD'L 100 AMP 2.50 'Z NEW CONST. DWELLING OR ADONS. ACC. BLDG 2Q sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): Dam licensed under provisions of Chapt. 9, Div. 3 of the Business50 and Professions Code a d m license is in full force and effect. y License No. 3.3 GIST Classification II— 1 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR [-OUTLET 2.50 ea NON.RESID BRANCH CIRCUITS) NEW CONSTR POWER APPARATUS p 1 NON.RESID. SINGLE OUTLET CIR. / @ ase Ex. Occup OUTLETS OR FIXTURES IBAL@100 FIXED APPLNS. oR \ EX. Occup.(OUT LETS (RESID.) EA./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate FT 0 -Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating (jej.0 _Op 14VAE Cooling 2 T 5a9 Hood 3.00 3, 0C) Ventilation permit Fee $'�. OCA Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgment costs, and expenses which may in any way accrue against s County in c nsequenc the granting of this permit. X Date li — Z�—'k/ Signature of Appy t - Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ t �j occUP. GROUP I TYPE OF CONST. jI PAR L P ND I9 E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIREC R OF PUBLIC By. P IT EXPIRES Date�V the applicable pr vi- resolutions to do fees have been paid. WORKS Date / �V Receipt NO. Z_ WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT i COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovihle, California 95965 - Telephone 916/534-4541 �/x APPLICATION AND'PERMITArt ASSESSOR PARCEL NUMBER Z9. _ /O/ ZONING BUILDING PERMIT JIN OWNER AA _� w'Y P 601,461 TE�O�OjlE �N/ 'Cd.. SO. FT. OCC. BUILDING VALUA ION O Wfj�F€��Rv�/S/M/AIJ 0) AD ESS/ O�U/L� � CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS _ Fireplace CONSTRUCTION LENDE CONSTRUCTION LEN�� UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGI R LICENSE NO. .Plan Checking Fee $ Penalty $_ ARCHITECT OR EN INEER'S MAILING ADDRESS Permit fee $ Bulsl G ADD S C�D Q "ISSICAJ PLUMBING PERMIT Filing Fee 10.00 OL'I UE 0— Each Trap 2.00 Repair drainage or vent piping 5.00 OROV/GLE Water piping LOT4. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other 9 PQGc)6L 6®�- SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe work: &L�7_ , 760VACE Fat- 411LE .L Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 OR Main service soov OR LESS OR LESS 5.00 _,9,_00100 • Main service EA. ADD'L 100 AMP 2.50 NEW CONST. 1 DWELLING OCCUP.EI) OR ADDNS. ACC. BLDGS. 22 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): Q I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. Y License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR.-OUTLET 2.50 ea NON-RESID BRA CH CIRC 5 NEW CONSTR. NON-RESID. ( SINGLE OUTLET CIR, POWER APPARATUS 6) so a asa Ex. OCCUp OUTLETS OR FIXTURES BAL.�1 EXIXED APPLNS. OR , . Occup. (RESID•) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 0 3 UN1p "00 Permit Fee $jr v Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ` 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee 3 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against s •d Coun in copse nc of granting of this permit. X Date Signature of Applicant Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 storiesinheight. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST. PARCEL PD FD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIR OR OF BLIC Y BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date (/ Receipt No. / WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Return to. DPWc-1fftp AGRICULTURAL STATEYMNT OF ACKNOWLEDGEMENT n 4 %/�'C'i�%iri-;}n.. FLrc'1j2ily FOR RESIDENTIAL DEVELOPMENT . e � i•";1 Ri Section 26-$1 of the'Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. 81_28334 29 1 The property described herein is adjacent to land or included �1•�.�aPl; within an area zoned for agricultural purposes, and residents of °C"''RZO this property may be subject to inconveniences or discomfort arising _ ,FEE from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occa- sionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: h: /94 -701�l n lam -0-7 / w e a. 01 Date: ��� �- PROPERTY OWNERS : State of California ) ) SS. County of Butte ) On this the 25th day of August , 19 81 before me, the undersigned Notary Public, personally appeared Anthony P. CO3ACi known to me to be the persons) whose names) is 0. OFFICIAL SEAL subscribed to the within instrument and acknowledged ELMA S:GEDDIS that be executed the 'same for the purposes NOTARY PUBLIC . CALIFORNIA • vJY'" BUTTE COUNTY therein contained. i C4k, Rolf MY COMMISSION EXPIRES JAN. 22, 1985 IN WITNESS WHEREOF, .I hereunto set my hand ' and official seal. Notary Public tNn OF DCCUMEN1 RESIDENTIAL; PLAN CHECKING GUIDE (S.F., DUPLEX, & MISC. ONLY) Bldg. Permit # A. P. #=_ - 4_, - OWNER A. GENERAL ,Y Zoning requirements (sideyards and parking). ,V. Valuation. �� �G Signature by R.C.E. or Architect (if required). J B. PLOT PLAN Complete parcel size and dimensions. Setbackq, sideyards, easements, etc. ,Sr. Other buildings or structures. .FFG Grading, fills, drainage. C. FLOOR PLAN 2.. Complete to scale plan with dimensions. " Required windows for light and ventilation (Sec. 1405). ,3' Required windows for second exit (Sec. 1404). 1+! Allowable glazing for energy requirements (20% max. per.State law). f8' Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1407). �! G.F.C.I.'s in baths and exterior outlets (Sec. 210-8). .8' Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. A: Locations of water heater, heating & cooling equipment, other electrical or gas equipment, and plumbing fixtures. j2, Garage firewall, door size, and closer (Sec. 503(d)(4)). 1.1' 1 - 3'0" exterior exit door (Sec. 3303d). .1-2: Fireplace location. J,3-. Smoke detectors (Sec. 1413). D. STRUCTURAL DETAILS Foundation plan complete enough to construct building. .2: Floor construction details complete enough to construct building. ,3. Elevations and wall construction details complete enough to construct building. ,4' Roof construction details complete enough to construct building. ;9,. Fireplace construction details and calcs if over one-story in height. k! Sufficient data and details to satisfy energy insulation requirements (State law). E. MISCELLANEOUS ITEMS TO LOOK OUT FOR A' CCX plywood on exposed locations and overhangs.- _ik Stairway details (Sec. 3305). .Se- Guardrail details (Sec. 1716). A, Brick or stone veneer (Chapter 30). ,5 -.'-Exterior plaster - weep screeds (Sec. 4706 & 4708). .6! Proper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. .B -.-'Garage door or porch header sizes. ,S! -Adequate bracing. )Al: Living area over garage - complete 1 -hour separation required including supporting walls and posts, etc. Two (2) exits on three-story dwellings (Sec. 3302). Migallm- 17-� v - 1 , COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 530541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE IT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact tfais office immediately. Inspector (I '___. Date 91— COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector /�" > Date W A Darnhart ~�roon- &0MOC147tei - Alan G. Brown CE 20570 California Corporation Richard Barnhart LS 4202 /881 A Robinson Street Pa Box /576 Orovil/e, CA 95965 916/534-191/ Thomas odekirk Ls 3991 Michael Evans VP _.. CIVIL ENGINEERS • LAND- SURVEYORS Thomas Finlayson LS 2900 September 8, 1987 Jim Glander Chief Building Inspector Butte County Building Department - 7 County Center Drive Oroville, CA 95965 r Attention: Tom Jennings _ Gentlemen: With reference to the spa enclosure design foToni Colaci - and our supporting structural design, the plans in en y specified a 2" x 6" stud wall rather than the 2" x 4" intended. This revision will not affect our structural design. If you have any questions, please contact our office. Very truly yours, B RN T—BROWN & ASSOCIATES KOM Alan G. Brown. Civil Engineer AGB/cj _ 87-115 25!5;77-S7 - ! 3UILDING DEPAR'1l"Oh 4PP"RO ED . i . 11 PERMIT NO. 2551-87B , E PERMIT EXPIRES a! i o OWNER ANTHONY COLACI CONTR. OWner ASSESSOR PARCEL 28-1 Q---9} ti LOCATION 32 Mission Olive Ct, Oroville r i Y A -- Orn LAJ fT o -c-\ r r r Temp. Power Pole Called ' Temp. Elec Called Temp. Gas Called 0 i JOB FINAL Slynatu = OK, 0 = Not OK Not = Not Readyable MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements j,26ning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Fo ffiigs; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete ecks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) �4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete Shthg.-Rfg.-Bracing 6. Gas; Location -Test -Wrap: / /"L"ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures. / /"Nat. or/ /"L"ft./ /"LPG Carg s; Windows -Doors 7. Utilitv Clearance , j�-Vev Card -B1 Date Card -131 Date Card -81 Date Card -B1 Date Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Card -B1 Data Card -131 Date Card -B1 Date Card -131 Date ` �mg; Sills-Anchors-Studs-Rftrs-Trusses . Sidi _ , Nailinq-Veneer-Stucco-Mesh Uf-Sxt.; Steps -Doors -Landings Card-B1-)Date-//� and -B1 Date Card -B1 Date Card -B1 Date 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, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test ICard -81 Date Card -B1 Date Card -131 Date Card -B1. Date = OK o = NotOK - =Not Applicable RESIDENTIAL (Single and Duplex) ' = Not Rea4y Date 11AIDEFIFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1/1._Z,oning requirements-Setbacks-Easements 44. Hangers-Post Caps-Anchors-Connectors Ftg., Main; Soils-Steel-Elec. Grnd.-/ j /" Ftg. Depth 45. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils-Steel-/ /" Ftg. Depth 46. Fireplace Ties or Type A Flue-Fireplace Throat 4. F ., Porches & Decks; Soils-Steel-/ /"Ftg. Depth 47. Attic Access; Size & Romex Protection-Draft Stop-Ins. Baffles 402§temwalls, Main; Steel-Blockout 48. Bdrm. Windows or Exiting Doors-Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 49. Garage Fire Protection Framing 7. Slab; Steel-Wrapped 50. Property Line Firewall & Openings 8. Piers-Fireplace Ftg.-Steel 51. Ext. Doors-One 3'-Check Garage-3rd story, 2 exits 9. D.W.V.; Fall-Fittings-Test-2 way C/O-Sewer Test 52. Stairs; Width-Headroom-Rise-Run-Landing-Fire Protection 10. Gas Pipe; Size-Anchors 53. Plywood on Roof Overhang-Attic Vents-Rafter Outriggers 11. Water Pipe; Test-Anchors-Regulator-Service Test 54. Siding-Nailing Veneer 12. Electric; Underground 55. Stucco Mesh-Drip Screed-Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 56. Glazing Area-Glass Protection-Skylights-Plastic 14. Girders-Sills-Anchor Bolts-Joists-Vents-Cripples 57. Shear Walls; Nailing-Bolts 15. Insulation 58. Insulation-Walls-Clg. 59. Infiltration-Walls-Wndws Card-131 Date and-B1 Date Card-B1 Da /7 Card-131 Date Card-B1 Date Card-B1 Date Card-131 Date Card-B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent-Access-Combustion Air Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors-Nail Protection 60. Ext. Steps-Door & Sidelight Protection-Landings 18. D.W.V.; Test-Fttngs & Anchors-Nail Protection 61. Smoke Detector 19. Shower Pan; Test, First Floor-Tub Access 62. Furnace; Vents-Clearance-Comb. Air-Connector- 20. Test Tub & Shower, 2nd Floor-Tub Access In Garage; Above Floor-Ducts-Mech. Protection 21. Gas Pipe; Size & Anchors 63. Bedroom Exiting 64. G.F.I. & Bath Fixtures & Tub Access-Spa 65. Elec. Trim & Subpanel; Breaker Sizes-Labels Card-B1 Date Card-B1 Date 66. Stairs & Rails Card-131 Date Card-61 Date 67. Fireplace or Stove; Clearances-Hearth Date ELECTRICAL (Permit) OK except #'s 68. Elec. Outlets at Wood Panel; Int. & Ext. 22. Fixture & Transformer Clearance-Ins. Protection 69. Kit. Fixt. & Appliance; Grnd. -Air Gap-Cooking Clearance 23. Elec. Receptacles Spacing-Lights & Switches at Doors 70. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors-Stapled 71. Garage Fire Door; Swing-Landing-Closer 25. Romex Installed Close to Edge of Studs & C.J. 72• A.C. Duct in Garage-Damper 26. Equip. Ground made up w/Mech. Fasteners-Bond Gas & Water 73. Wtr. Htr.; Vents-Clearance-Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 27. 2 Appliance Circuits in Kitchen &Conductor Size 74. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 75. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI-Oven Circ. / / ga. Cu or Al. 76. Insulation-Foam-Looked in Attic Cl Yes Insulated Neutral Yes No 77. Guard Rails & Deck Construction-Post Caps 30. Service-Riser Conductors & Ground-Main Disconnect 78. Fdn. Vents & Crawl Hole Door-Drainage & Wood-Earth 31. Equip. Clearances Panels-Motors-Mech. Equip. Clearance Looked under Floor O Yes 32. Clothes Closet Light-Shower Light-Spa Light 79. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 80. Stucco; Brown-Finish Card-B1 Date Card-131 Date 81. A.C. Unit; Disconnect, Electrical, Plumbing Card-131 Date Card-131 Date 82. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 83. Water Well; Disconnect, Electrical, Plumbing 33. A.C. Ducts Insulation & Support 84. Exterior Elec. Trim; G.F.I. Receptacle-Underground 34. Vent Fan; Exhaust above insulation 85. Ventilation throughout House 35. Condensate Drain & Overflow; Size & Grade 86. Glass Protection 36. Furnace-Vent; Access-Comb. Air-Return Air Vent-115 outlet 87. Corrections from Previous Inpections 37. Attic Access & Platform if Furnace in Attic 88. Gas Test-Meters Tagged; Gas-Electric 89. Water & Sewer Connected-C/O to Grade-HD Approval Card-131 Date Card-131 Date , 90. Energy Compliance Certificate-Other Certificates Card-131 Date Card-131 Date Card-131 Date Card-B1 Date Date FRAMING (Plans) OK except #'s Card-B1 Date Card-131 Date 38. Sills, Proper Material & Anchors Card-131 Date Card-B1 Date 39. Walls Studs-Nailing, Spacing & Bracing-Plates-Sound Comments at Final: 40. Bearing Walls over Girders & Floor Nailing 41. Draft Stop in Walls (rht proof) 42. Fire Stops; Furred Ceilings-Stairs-Chases-Tub 43. Header & Beam-Size & Bearing (NOTE: An entry must be made each time you visit job site) I M� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PEUMIT NO 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR7 E L17 IBZE RZ IZONING ✓ BUILDING PERM OWNER TELE HONE Q.5 S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRAC TOR'S NAME LEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS . Penalty $ BUILDING ADD7 C Permit fee $ 00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 SF'k Duplex❑ Mobilehome❑ Other Building sewer 5.00 SPECIFY Mobile Home S I G I W 10.00 ea TYPE OF WORK on New ❑ AdditiRemodel ❑ Utilities ❑ InstallationOther' Permit Fee $ Describe work: _ Contractor ELECTRICAL PERMIT Filing Fee 10.00 n Main service 100 100 DR LESS AMP OR LESS 10.00 Main Service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW NEW CONST. DWELLING OCCUP.& ( � , w� /zQSQft I declare under penalty of perjury (check.one): OR ADDNS. ACC. BLDGS. NEW CONSTR.MULTI-OUTLET � JQ 2.50 ea ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business NON.RESID BRANCH CIRC ITS POWER APPARATUS & and Professions Code and my license is in full force and effect. SINGLE OUTLET cIR. License No. Classification / Ex. Occup\OUTLETS OR FIXTURES 200501 SAL930 Rr 1, as the owner, Or my employees with wages as their Sole compen- FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 sation, will do the work,and the structure is not intended or offered Temporary service 10.00 for sale. (Sec. 7044) Mobile Home Facilities 15.00 ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) Misc. Wiring g 15.00 ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT FiIingFee 10.00 ❑ The permit is for $100.00 (valuation) or less. Heating ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Cooling g I shall not employ any person in any manner so as to become subject Hood 3.00 to the W. C. laws of California. Ventilation Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such permit Fee $ provisions or this permit shall be deemed revoked. Contractor 1 certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating Energy Inspection Fee $ to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. TOTAL PERMIT FEE s' Q $ I also agree to save, indemnify and keep harmless the County of Butte against OCct) CONST.TYP! FLOOD PARCEL PD NO ISSUE all liabilities, judgments, costs, and expenses which may in any way accrue againAlt said County in conseq nce of the granting of this permit. G`7 %� / This permit is hereby issued under the applicable provi- Date—O sions of the Butte County. Code and/or resolutions to do Signature of App cant – Owner❑ Contractor ❑ Agent ❑ work indicated above for which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and��go't' construct- IRECT R OF PUBLIC WORKS ion of structures over 3 stories in height. CC//p 60 YZ 4P, By Receipt NO. 7 WNIT!-D.P.W.. YELLOW -ASSESSOR. PINK-INSCTO., — DE OD -APPLICANT PER EXPIRES Date ;1.4,:.. t" r�iY'.arb-r.�.:f"�-•�{;�'"'.. !'4�''`"�-•�,.,;i,; .. :.•:'�i,'f;',����' �+ra�.' i,..+'rfy;Y;:' .+1,, •� r ! '� � r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE.- OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 �i PERMIT APPUCATI"6�_V DATA SHEET Permit No.— OWNER o. OWNER Li�/?��j �Cl �i A. P No. Proposed Building Used - Gu'1�%� 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 APPROVED 1. All items have been submitted. . . . . . . . . . . . — 2. Plot plans in duplicate/tr' icate, signed by preparer of plans. _ (560 Complete plans i uplicate riplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District ''Fees Paid" Stamp on Floor Plan. :,,tatement of Intent for on -He ted and AC Buildings. etter of signature authorization. 10. Sanitation approval from _ Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information, (no., name style, classif.) -14. Owner -Builder Verification (Given to owner[], Mail to owner[] ) _.._..._15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . Pre•Inspec. request to (Dotel 17. Pre -Inspection for_._ .__ _ _. _ Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. — 20. Plot plan approval from city of 21. — — — 22. Ven� -- you issue the permit, process as follows: M 'I to, owner, Mail to contractor. /_ Telephone �y9,io S� and hold for pickuW_>�-�office, Deliver w/inspector. Other _ —_- 151 Applicant—��� Copy of plans sent Health Dept.; Fire Dept., Other Date The following data must be submitted prior o permit issuance: (Circle new item not checked above). 1 1. Index permit for above items No. --_ 2. Additional items required: Contractor, designerowner as advised of above required data by_phone-1nai1_counter by dateS — Contractor, designer, owner, was advised c9 above required data by—phone _mail—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW COUNTY OF BUTTE - Department of Public Works 7 County Center Drive,.Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will*be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) )es 2. I (have/have not) hayy signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed-, construction: Name Address City Phone Contractors 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 Contractors 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 Number0 - - Date - ? 9,- 6 NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. —�-� cz)�&mi C . %Pikcaown,�; pWt CIK NNN nNN NNN � 1 SSS NNN 000 NOS F J .NPS � NVlPI f LYNN i � 2 :. 3Y IOWG�O , C44CA& wuo� 07 Hv � INsunic.0- kerafis i OJ"iNtrN�� , ?LsWr UP L .Or, ESSIO'6 je germ Zs"Sl �� rm M 5778 gum 4 WILDING DEPAR . APPROVED;For CNLoF°� ��' - r 14.181 11 SHEETS S SQUARE AW_ 111.784 100 SHEETS SSOUARE A t4-189 100 SHEETS S SOUARE wra rioiva� +•�-•+ 0 W 0 r Z G i v 0 W i" 0 G CA -P top `A vA - N i" G CA -P top `A vA - N Q ✓ ^✓ `/ Sii'wu'uliM. �EsIGt� TNY Co�,o�c-► SPAS 1►rtJGASut1e`: soypuvt�,— 'R;� ?AQ% i3y WiN►� �Es�► �vun� . Cc C<� C6 T �. Z 0.1) (1 LIJO) t trsF I SF OT1{ti.�iiS FlvTkt,.: E)l 5*, .ZO.�� /77/ 0' S R,'r l 2"A Z3'1 by 2,2o ItJ3 - 66 F Opp l b Z1516v �s f 1 = 2lip 8 N3 �S� x Z l�►JC,�: �L U� , $ rim r VD 7;tf • V �s� � , S, qsoy,;, [ 4 3 40MICAO�s Aq*�U-*�L ovt boo 'OL, •- 2oesF 00)t_ !Gov .bno z DT � L ►�o Lo •a r 200 NNN ✓/ xxx tbd WT S S/p •c 4 ' D �t '► 0 Geor e �'�!� ' Irl t V m —1 ~isL.. -- a VI Cl, f f 1 ' l t + N aa -./? lfil 0A41W arnhart — roon & Oijaciatei Alan G. Brown CE 24578 ANEW) A California Corporation Richard Barnhart LS 4202 /88/ A Robinson Street Q Box /576 Orovi//e, CA 95965 9/6/534- /9// Thornes Odeklrk Ls ass, R. y Michael Evans VP CIVIL ENG//VEERS • LAND SURVEYORS Thomas Finlayson LS 2900 'September 1, 1987 Tom Jennings Butte County Building Department 7 County Center Drive Oroville, CA 95965 RE: Tony Colaci Spa Enclosure 0 Dear Tom: Further to our conversation last Friday, we recommend add.ing two (?) Simpson A35 Framing Anchors at the end of each of -the four (4) spa enclosure headers. The long portion should be placed on the trimmer and the short portion on the header. If you have any questions please contact our office. AGB/Ci 87-115 Very truly yours, BARNHART-BROWN & ASSOCIATES A lett n G ."B r own Civil Engineer 7i e 7 t `sWiLDING DEPAR M -W .APPROVED 0A D c B A 5 I 4 KYOCERA KC20OGT MODULE PER MODULE: MAXIMUM POWER: 20OW OLIVE TREE TO BE CUT DOWN BY MAX POWER VOLTAGE: 26.3 V CLIENT. OPEN CIRCUIT VOLTAGE: 32.9V MAX POWER CURRENT: 7.61A SHORT CIRCUIT CURRENT: 8.21A rF--so, — 3'-311 _ 41-811 2.63 Ibsl sq foot 9 37'-10" E 1 D c l k A BUILDIW DIVISION SPG SOLAR 20 Leveroni Court PROPERTY HSDR�G`ML'"F CONFIDENTW..TNI9 DRAWING AND ANY DATA. DES"Up"'ON.ANDOTHER(/FORWTIONCONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE DEwsloOs REV DATE DESCRIPTION BY CH'D APP'D ANTHONY COLORO HOME 32 MISSION OLIVE COURT OROVILLE, CA 95966 A Mr -100A ft -ft FN ARR L UT Navato, CA 94949 EXCLUSIVE PROPERTY OF SPG SOLAR INC. AND SHALL BE °� ° : JASON DUE __ �. - •rz: JASONDUENSINGsso979-6060 °. 1/4" = 1'-0" OI � CA LIC. #759086 (415) 883-7657 pSCLOSED.OR USED. IN WHOLE OR IN PART. FOR ANY PUROSEWIHOUTTEE)WREED,COPEND. SSIONOFADULY UTH ERRE EWRI1lEN PERAOSSNNI OF A DULY AUTHORIZED REPRESENTATNE OF SPO SOLAR INC. ALL RIGHTS RESERVED. SPO SOLAR "T—EWAD: 20405 CO19TR1CIDNLwwaER: DATE, BUILDING DEPARTMENT SUBMITTAL TAL A L 5 4 8 2 1 1 t ' >a 4 i 1 { 1 f 7 ` 4 f t •r i fi 1 1 w t ' 1 ' 4 i 1 { 1 f 7 1 w � { (24) KC 20OGT MODULES ON (1) FRONIUS IG 4000 (24) (177.2CEC) (94%) =31997.63W AC TOTAL SYSTEM SIZE = 3997.63W AC REVISIONS DATE DESCRIPTION INVERTER MOUNTED ON WALL NEXT TO SERVICE 10' AC CONDIUT RUN TO SERVICE (2) #10THWN-2 CONDUCTORS (10' MAX = 0.3% VD) (1) #10THWN-2 CONDUCTOR(NEUTRAL) (1) #10 THWN-2 GROUND ANTHONY COLACI HOME .32 MISSION OLIVE COURT OROVILLE, CA 95966 JASON DUENSING JASON DUENSING 530979 -MM a c SPG SOLAR^ w a: DATED"AECgiP: caerRA.Ton.wNAaEn: DATE: aWOB E 1 D METER # 83851-17 METER C Z 200AMP IN SERVICE W / 200A MAIN 25 A B 13UTTE CWVNTY 6UlLDING DIVISIpI,� APPROVED SINGLE LINE NTS BUILDING DEPARTMENT SUSMmAL E-1 1 A T 5 4 2. ALL DISCONNECTS TO BE CLEARLY LABELED 9 E AND WITHIN SIGHT OF EACH OTHER FRONIUS IG 4000 INVERTER: D 3. INSTALL A PERMANENT, RED -ON -WHITE, SIGN PEAK EFFICIENCY: 94.0% • ON OR ADJACENT TO THE MAIN SERVICE PANEL MAX DC CURRENT: 26.1A (12) STRING TOTAL: POINT OF CONNECTIOWTHE OUTPUT OF A MAX AC CURRENT: 16.7A A TOTAL OPEN CIRCUIT VOLTAGE: 394.8 VOLTS PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 690.64(A) OR (B). TOTAL MAX POWER VOLTAGE: 315.6 VOLTS WARNINGII ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS ON BOTH LINE AND LOAD SIDES. r 12) 20 GT V M DUL S (IN SER ES) MAY BE ENERGIZED. FRONIUS 30 AMP SPG SOLAR 20 Leveroni Court IG 4000 PROPERTY C. R AND OTHER WOSOLAR CONFIDENTIAL TMS DRAWING AND ANY DATA, CONTAINED DESCRIPTION, AND OTTER SPROUIETARYANDTHE E ARE A9 PROPRIETARY ARD THE 12 20 GT V M DUL S IN SERIES ( ) CDISCONNEC H361 RB 4.OKW INVERTER PROPERTY OF ExCLNOTBPROPERTYD. EP SOLARINC.AND SHAM CLUB INC. A REPRODUCED. IN RT. FOR NEED. OR USED. aSCLOSED,OE USED.IT WHOLE OR p/ WRITTEN ANY PURPOSE WITHOUT THE EI�REB9 WRITTEN PERMSSION OF A DULY AUTHORIZED REPRESENTATIVE OF BPO SOLAR INC. ALL RIGHTS RESERVED. SQUARE D 240 VAC C ALL PANELS USABLE W / (2 BONDED TO RACK 5 A DC FUSES UL#1741 W / (1) #12 BARE COPPER LOCKABLE 3R 3 -POLE INTERNAL AC/DC DISCS 50' DC TRENCH TO HOUSE 1" SCH 80 PVC (MIN) 18" OF COVER FILL (MIN) GFP (4) #10THWN•2 CONDUCTORS (50' MAX = 0.3% VD) . (1) #10 THWN-2 GROUND 4 #10 RHW-2 CONDUCTORS 100' MAX = 0.5% VD (1) #10 GROUND ( BONDED TO RACK) PER MODULE: MAXIMUM POWER: 20OW MAX POWER VOLTAGE: 26.3 V OPEN CIRCUIT VOLTAGE: 32.9V D MAX POWER CURRENT: 7.61A SHORT CIRCUIT CURRENT: 8.21A (24) KC 20OGT MODULES ON (1) FRONIUS IG 4000 (24) (177.2CEC) (94%) =31997.63W AC TOTAL SYSTEM SIZE = 3997.63W AC REVISIONS DATE DESCRIPTION INVERTER MOUNTED ON WALL NEXT TO SERVICE 10' AC CONDIUT RUN TO SERVICE (2) #10THWN-2 CONDUCTORS (10' MAX = 0.3% VD) (1) #10THWN-2 CONDUCTOR(NEUTRAL) (1) #10 THWN-2 GROUND ANTHONY COLACI HOME .32 MISSION OLIVE COURT OROVILLE, CA 95966 JASON DUENSING JASON DUENSING 530979 -MM a c SPG SOLAR^ w a: DATED"AECgiP: caerRA.Ton.wNAaEn: DATE: aWOB E 1 D METER # 83851-17 METER C Z 200AMP IN SERVICE W / 200A MAIN 25 A B 13UTTE CWVNTY 6UlLDING DIVISIpI,� APPROVED SINGLE LINE NTS BUILDING DEPARTMENT SUSMmAL E-1 1 A 1, ALL WORK PER CEC 690 2. ALL DISCONNECTS TO BE CLEARLY LABELED AND WITHIN SIGHT OF EACH OTHER 3. INSTALL A PERMANENT, RED -ON -WHITE, SIGN ON OR ADJACENT TO THE MAIN SERVICE PANEL POINT OF CONNECTIOWTHE OUTPUT OF A A PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 690.64(A) OR (B). WARNINGII ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS ON BOTH LINE AND LOAD SIDES. MAY BE ENERGIZED. SPG SOLAR 20 Leveroni Court PROPERTY C. R AND OTHER WOSOLAR CONFIDENTIAL TMS DRAWING AND ANY DATA, CONTAINED DESCRIPTION, AND OTTER SPROUIETARYANDTHE E ARE A9 PROPRIETARY ARD THE f;As0 � Navato, CA 94949 CA Lic. #759086 (41 5) 883-7657 PROPERTY OF ExCLNOTBPROPERTYD. EP SOLARINC.AND SHAM CLUB INC. A REPRODUCED. IN RT. FOR NEED. OR USED. aSCLOSED,OE USED.IT WHOLE OR p/ WRITTEN ANY PURPOSE WITHOUT THE EI�REB9 WRITTEN PERMSSION OF A DULY AUTHORIZED REPRESENTATIVE OF BPO SOLAR INC. ALL RIGHTS RESERVED. 5 4 (24) KC 20OGT MODULES ON (1) FRONIUS IG 4000 (24) (177.2CEC) (94%) =31997.63W AC TOTAL SYSTEM SIZE = 3997.63W AC REVISIONS DATE DESCRIPTION INVERTER MOUNTED ON WALL NEXT TO SERVICE 10' AC CONDIUT RUN TO SERVICE (2) #10THWN-2 CONDUCTORS (10' MAX = 0.3% VD) (1) #10THWN-2 CONDUCTOR(NEUTRAL) (1) #10 THWN-2 GROUND ANTHONY COLACI HOME .32 MISSION OLIVE COURT OROVILLE, CA 95966 JASON DUENSING JASON DUENSING 530979 -MM a c SPG SOLAR^ w a: DATED"AECgiP: caerRA.Ton.wNAaEn: DATE: aWOB E 1 D METER # 83851-17 METER C Z 200AMP IN SERVICE W / 200A MAIN 25 A B 13UTTE CWVNTY 6UlLDING DIVISIpI,� APPROVED SINGLE LINE NTS BUILDING DEPARTMENT SUSMmAL E-1 1 A .i• , f F r MOM ..bY, N �� ' � c Ovrt .i• , f F MOM ..bY, N �� Ovrt F MOM ..bY, N �� Ovrt �. 1 t ' ' r i aq+. s i MOM ..bY, N �� Ovrt �. •e 4 7 4 aq+. s 22 4 U k; �T r U 91M X S.1 1 •1 .1 IFIROMOUO okRfl GRID -TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS Light Weight At 42 lbs, the FRONIUS IG inverters are the lightest grid -connected inverters making them both easy and cost-effective to install. More Energy MIX "' Concept allows your system to output more energy under part -load conditions. Lower Cost Integrated UL approved DC & AC disconnects which reduce installation time and complexity - often eliminating the need for additional disconnects. LCD Display User-friendly and comes standard with every FRONIUS IG; tracks more than 20 critical system performance parameters. Powerful At 4000, 4500 and 5100 watts, these inverters deliver more power output for higher performance installations. Reliable Fronius has been in business for over 60 years and has more than 200,000 FRONIUS IG inverters installed worldwide. Warranty 10 year Premium Warranty. (Z C-7 POWERING YOUR FUTURE 1 DC Input Data FRONIUS IG 4000 FRONIUS IG 5100 FRONIUS IG 4500 -LV Recommended PV power 3000 - 5000 Wp 4000 - 6300 Wp 3600 - 5500 Wp Max. DC input voltage 500 V 500 V 500 V Operating DC voltage range 150 - 450 V 150 - 450 V 150 - 450 V Max. usable DC input current 26.1 A 33.2 A 29.3 A 'AC Output Data FRONIUS IG 4000 FRONIUS IG 5100 FRONIUS IG 4500 -LV Maximum output power @40° C 4000 W 5100 W 4500 W Nominal AC output voltage 240 V 208 V Utility AC voltage range 212 - 264 V (240 V +10%/-12%) 183 - 227 V Maximum AC current 16.7 A 21.3 A 21.6 A Maximum utility back feed current 0.0 A 0.0 A 0.0 A Operating frequency range 59.3 - 60.5 Hz (60 Hz nom) Total harmonic distortion <5% Power Factor (cos phi) 1 General Data FRONIUS IG 4000 RRONIUS IG 5100_ _ FRONIUS IG 4500 -LV Max. efficiency 95.2 % 95.2 % 94.4% Consumption in stand-by < 0.15 W (night) Consumption during operation 15 W Enclosure NEMA 3R Size (Ixwxh) 28.4 x 16.5 x 8.8 in (720 x 418 x 223 mm) Weight 42 lbs. (19 kg) Ambient temperature range -5 to 122 °F (-20 to +50 °C) Cooling controlled forced ventilation Integrated DC and AC disconnects standard UL approved DC & AC disconnects Protections Ground fault protection Internal GFDI, in accordance with UL 1741 DC reverse polarity protection Internal diode Islanding protection Internal, in accordance with UL 1741, IEEE 1547 Over temperature Output power derating Surge Protection Internal DC & AC protection, Tested to 6 kV Compliance Safety UL 1741 EMI FCC Part 15; Class A & B Anti-Islanding protection UL 1741, IEEE 1547 Ground fault detector and interrupter Compliant with NEC Art. 690 requirements, UL 1741 Miscellaneous Maximum AC over current protection Two -pole, 30 A circuit breaker AC wire sizing Use maximum AWG 6 194°F (90 °C) copper wire DC wire sizing Use maximum AWG 6 194°F (90 °C) copper wire AC disconnect 32 A DC disconnect 40 A Warranty 10 year Premium Warranty is Standard Distributed by gE C S_�r7' gUlLp1�G U�Ty 'VjSjpj� (Z v Fronius USA LLC Solar Electronic Division 10421 Citation Drive Suite 1100 Brighton, Mi 48116 Phone: 810-220-4414 Fax: 810-220-4424 E -Mail: pv-us@fronius.com www.fronius-usa.com f SPECIFICATIONS c KC20OGT ■ Physical Specifications Unit: mm(in.) 990 (39:Oin.) 36 (1.4in.) 946 (37.2in.) 22 (0.9in.) 22 (0.9in) c vin N cri _ m ❑ In C _ N -^ n E.F cm 36 6'.-4 in.) ■ Specifications Electrical Performance under Standard Test Conditions (`STC) Maximum Power (Pmax) 20OW (+10%/-5%) Maximum Power Voltage (Vmpp) 26.3V Maximum Power Current (Impp) 7.61A Open Circuit Voltage (Voc) 32.9V Short Circuit Current 0sc) 8.21A Max Svstem Voltage 600V Temperature Coefficient of Voc I —1.23x10.1 WC Temperature Coefficient of Isc I 3.18x10-3 A/C I ,■ Cells ) Number per Module 154 *STC: InadianM 1000W/mr, AM 1.5 apecnum, module tempeMM 25t IN Electrical Performance at 800W/m2, NOCT, AM1.5 I Maximum Power (Pmax) 142W Maximum Power Voltage (Vmpp) 23.2V Maximum Power Current (Impp) 6.13A Open Circuit Voltage (Voc) 29.9V Short Circuit Current (Isc) 6.62A NOCT (Nominal Opemung Cel Tempemtum) : 47t KHOCERa KYOCERA Corporation ■ KYOCERA Corporation Headquarters CORPORATE SOLAR ENERGY DIVISION 6 Takeda Tobadono-cho ' Fushimi-ku, Kyoto " 612-8501. Japan TEL:(81)75-6043476 FAX:(81)75-604-3475 hn pJ/www. kyocera, com • KYOCERA Solar, Inc. 7812 East Acoma Drive Scottsdale, AZ 85260, USA TEL:(1)480-948-8003 or(800)223-9580 FAX:(1)480-483-6431 http://www.kyocerasolar.com • KYOCERA Solar do Brasil Ltda. Av. Guignard 661, Loja A 22790-200, Recreio dos Bandeirantes, Rio de Janeiro, Brazil TEL:(55)21.2437-8525 FAX:(55)21-2437-2338 http://www.kyocemsolar.com.br • KYOCERA Solar Pty Ltd. Level 3, 6-10 Talavera Road, North Ryde N.S.W. 2113, Australia ' TEL:(61)2-9870-3948 FAX:(61)2-9888-9588 http://www.kyocerasolar.com.au/ • KYOCERA Fineceramics GmbH Fritz Muller strasse 107, D-73730 Esslingen, Germany TEL:(49)711-93934-917 FAX: (49)711-93934-950 hftp://www.kyocerasolar.de/ . ■ Module Characteristics j Length X Width X Depth 1425mm(S61*90fm(39.0446*10 Weight 18.5kg(40.7lbs.) Cable(+)720mm(28.3in),(')1800mm(70.9in) '■ Junction Box Characteristics I Length X Width X Depth 113.6mm(4.5e)x76mm(3.b)x9mm(0.6) IP Code 1 IP65 V Reduction of Efficiency under Low Irradlance ) Reduction 17.8% Reduction of efficiency from an irrandiance of 1000W/m2 to 20OW/m2 (module temperature 251C) Please contact our office for further information • KYOCERA Asia Pacific Pte. Ltd 298 Tiong Bahru Road, #13-03/05 Central Plaza, Singapore 168730 TEL:(65)6271-0500 FAX:(65)6271-0600 • KYOCERA Asia Pacific Ltd. Room 801-802, Tower 1 South Seas Centre, 75 Mody Road, Tsimshatsui East, Kowloon, Hong Kong TEL:(652)2-7237183 FAX:(852)2-7244501 • KYOCERA Asia Pacific Ltd. Taipei Office 10 Fl., No.66, Nanking West Road, Taipei, Taiwan TEL:(886)2-2555-3609 FAX:(886)2-2559-4131 0 KYOCERA(Tianjin) Sales & Trading Corporation 19F, Tower C HeOiao Building SA GuangHua Rd., Chao Yang District, Beijing 100026, China TEL:(86)10-8583-2270 FAX:(86)10-6583.2250 Kyocera reserves the right to modify these specifications without notice LIE/109M0703-SAGKM KC20OGT HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE U� LD;TED HIGHLIGHTS OF THE NEW VALUE FRONTIER KYOCERa KYOCERA PHOTOVOLTAIC MODULES Kyocera's advanced cell processing technology and automated production facilities produce a highly efficient multicrystal photovoltaic module. The conversion efficiency of the Kyocera solar cell is over 16%. These cells are encapsulated between a tempered glass cover and a pottant with back sheet to provide efficient protection from the severest environmental conditions. The entire laminate is installed in an anodized aluminum frame to provide structural strength and ease of installation. Equipped with plug-in connectors. APPLICATIONS KC200GT is ideal for grid tie system applications. Residential roof top systems 0 Water Pumping systems • Large commercial grid tie systems • High Voltage stand alone systems • etc. QUALIFICATIONS 0 MODULE: UL1703 certified 0 FACTORY: IS09001 and ISO 14001 QUALITY ASSURANCE Kyocera multicrystal photovoltaic modules have passed the following tests. 0 Thermal cycling test • Thermal shock test • Thermal / Freezing and high humidity cycling test • Electrical isolation test • Hail impact test • Mechanical, wind and twist loading test • Salt mist test 0 Light and water -exposure test 0 Field exposure test LIMITED WARRANTY 1 year limited warranty on material and workmanship X20 years limited warranty on power output: For detail, please refer to'category IV' in Warranty issued by Kyocera (Long tern output warranty shall warrant if PV Module(s) exhibits power output of less than 905/6 of the original minimum rated power sp99 10 years and less than 805/6 within 20 years after the date of sale to the Customer. The power output values shall be those measurf -1 ,. measurement conditions. Regarding the warranty conditions in detail, please refer to warranty issued by Kyocera) ELECTRICAL CHARACTERISTICS Current -Voltage characteristics of Photovoltaic Current -Voltage chaacteristicsot Module KC200GT at various cell temperatures Module KC200GT at various irrad Vouepu M Is .6 4-7 aDJUSTaBLe-TILT GpounD m04. nT The 717: Ur justahle-7711 Ground i1'loura Sllsaem maxiinkes PV .s«uface arca _ perpilin , ter rstica h/ retitle tr%; , lJv�ltr ltt ,, tints �itttt�, f(Itt/Jl1ClI1CItJ rL'l�ll7lCrlJCltlJ''`�1'lICl `" '•.� tobor cosm h-a-rlrilledJh;r?(1, 302 0ftree 41010- t«ul of tht1. flfn '' trlttud ii'r ittt1r11' and ln11go, e'«J L'• tni«ur7t1-ltt� « arthtlil�€� � TF . _ v P, 11F-_.... F, . Maximising PV RW �F IAI r 0. o � c t w r _AID. •XIW• f u O a hw Ck d1 -Tube a&w for4 k19m d 1w4 i - dlaWd a bRy Ciao" MO&MB lZinho f1d8f1tOft