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Home My WebLink About042-010-091BUTCH MEESTER �b Bell estates Dr, Chic ContR: Stornetta Const PErmit#3453-88B,P,E,M(new single family' 042-oio-091•05-1741 MEESTER, MARTIN 3580 BELL ESTATES DR.ICHICO M 0 3 4 -EE 0 580 S I T B- 0 E BELL 0 R LL E -Cont: ROBERT T. HILL POOL (MSTR 01-506) -Jt�, 042-0 -0 1 10 011 -05-w174;1p MEESTER, MARTIN r i 3580-BELL-,ESTAT8-S DR.ICHICO Cont: ROBERT, T HIL El' CABANA'&,C� .LJ R. B08-2514 042-010-091 MISCELLANEOUS Phtovtaic Sys Roof ROOF MOUNT SOLAR ARRAY SYSTI 3580 BELL ESTATES DR LMEESTER, FAMILY TRUST usr� "I DU 1 I Z %_VUl11 I DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): - (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds Site Address: 3580 BELL ESTATES DR Owner: Permit N0: $0$-2514 APN: 042-010-091 MEESTER, FAMILY TRUST Issued Date: -11/31/2008 BY GLB Permit type: MISCELLANEOUS 3580 BELL ESTATES DR Subtype: Phtovtaie Sys Roof CHICO, CA 95973 Expiration Date:• 1.2/3:1/2009 Description: ROOF MOUNT SOLAR -ARRAY SY! Occupancy: Zoning: A5 Contractor Applicant: Square Footage: ALTERNATIVE ENERGY, SYSTEMS INC ALTERNATIVE ENERGY SYS Building'- Garage Remdl/Addn P O.BOX 9231 P O BOX 9231 CHICO, CA 959279231 CHICO, CA 959279231 Other Porch/Patio Total , (530) 345-6980 (530) 345-6980 t..�. ,b - «nom FEE _ , ; ®RMAT$I®1�i DBMSC Photovoltaic System $421.93 A Total Charged: $421.93 Fees Paid: $421.93 , Balance Due: $0.00 Receipt No: . B9444 Contractor (Name) State Contractors License No. /Class /Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License ALTERNATIVE ENERGY SYSTE 853351, / C10 / 1/31/2009 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, I HEREBY AFFIRM UNDER PENALTY OF PERJURY that 1 am licensed under provisions of Chapter 9 also requires the applicant for such"permit to file a signed statement that he or she is licensed (com encing 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 ifel force and effe 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 L 12/31/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; .Contractors Signature Date Please check one of the following: - . ,� I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE WORKERCOvMPENSATION DECLARAT 0'i . COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR " "�7 OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: STATE FUND Policy Number: 713-0019419 Exp. Date:5/112009 (This section need not a completed if the permit is or one hundre dollars ($100) or ass. 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' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own,employees, provided lhat'such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion; the owner -builder will have the burden of proof that he or she did not build or improve for the purpose,of sale.). I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT.(Sec. 7044, Business and Professions Code:' The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). - I AM EXEMPT under Section B. & P.C. for this reason: 12/31/2008 'Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE .HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. I HEREBY AFFIRM UNDER PENALTY OF PERJURY'that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lenders Address City State Zip Owners Signature 12/31/2008 Date 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 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 injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use oro pancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte'' County to enter the above mention d p5tharerty rty 96 inspection purposes. I hereby certify that I am lhe', property wner or am authoriz ii �j'd owner's behalf�{�GP� �L( 2/31/2008, Name of Permi,,,--tt---ee [SIGN] Print . ate Owner . ), (I Contractor OR; Agent for Owner Agent for Contractor FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* OFFICE #: (530) 538-7541 FAX.#: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION.. Website: www.buttecounty.netldds . PLEASE PRINT CLEARLY PERMIT NO. BINN "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. . OWNER INFORMATION Last NameAlG`s e _ I � First Na rpg J`'t A Mailing Address 3l f Ilk S City �, State Zips 3 Phone Fax E-mail APPLICANT SIGNATURE PROJECT LOCATION Property Address City WORKER'S COMPENSATION Policy Number Carrier if hiring anyone other than licensed 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: CONTRACTOR Name /� i (Grwtir t S 4 Address PO 5dX g2 1 City C h �`� o State C-& Zip J_72,7 Phone 3 Yf�_q (f0 Fax �y3 _I V77 E-mail E-mail Lic. # !?'Y3 35 1 Class C;-1 0 APPLICANT SIGNATURE PROJECT LOCATION Property Address City WORKER'S COMPENSATION Policy Number Carrier if hiring anyone other than licensed 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: ARCHITECT/ENGINEER Name 1l - Address S 1 -tom QV 2 re, I*ft� 1 City No State Zip Phone Fax E-mail Open Cov State License Number APPLICANT SIGNATURE PROJECT LOCATION Property Address City WORKER'S COMPENSATION Policy Number Carrier if hiring anyone other than licensed 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: APPLICANT INFORMATION Name (, of ti t,L M - 'G t t Address S 1 -tom QV 2 re, I*ft� 1 City No State Zip Phone Fax E-mail. Open Cov APPLICANT SIGNATURE PROJECT LOCATION Property Address City WORKER'S COMPENSATION Policy Number Carrier if hiring anyone other than licensed 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: PV. Aa z� S� �Y T a MJ Flood Zone SRA Yes No Occ.Type Const.w. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): 47( �. For office use only: Zoning Flood Zone SRA Yes No Occ.Type Const.w. 1 -5 dA ` EXISTING • HOUSE/ � GARAGE EXISTING E POOL HOUSE/ ' POOL ' s ARRAY LOCATION FLUSH ` MOUNTED TO TRUSSES PER MANUFACTURERS INSTRUCTIONS L PGE MAIN METER. --------------------------------- BELL ESTATES.ROAD DRIVEWAY INVERTER ------=-----------------------=-- ..-.-....... ...... _ _ C N GARAGE LOCATION/SITE: DESIGNED AND INSTALLED BY PHOTOVOLTAIC SOLAR SYSTEM MARTIN MEESTER ALTERNATIVE ENERGY SYSTEMS.INC. DRAWING SCALE .O1 =1' PLOT PLAN N 3580 BELL ESTATES ROAD x PO BOX 9231, CHICO, CA 95927 CHICO, CA 95973 LANCE MCCLLING; C-10, 853351 12-23-2008 T. 22N. R. PF. M. D. B. & I , , I I I ANGELENA WAY ----------------- ------------------------ -------------------------------- WOOD 4 3 tl9.5lAc / 9 8 ' 10.20Ac 9.92Ac 10.00Ac 10.08Ac 10.15Ac--------; --- 10 , 9 10 11 1 16 ��' 10.34Ac 10.00Ac 10.00Ac 10.00Ac 13.17 O 8__JSEl91H6- _VyAY------ ---------- --------------'------- 1---------- \ 47-19 ---------- ---------- ---------- ----------,--- ---, ---------T----------;--------- IQ _ 24 2J 22 21 ; Is l8 17 113.11Ac 117 116 110 109 '� �/ i O i 2. �` 12 10.38Ac 10.00Ac 10.00Ac 13.86Ac-' I IJl I ` c25 26 27 28 29 30 JI i 32 50 g 118 119 111 ' 5.89Ac 13 110.42Ac 10.00Ac 18.38Ac S�� N90WI00 E ; CHI P�dNE ORCURD� 66aw I BELL---- �� 13 axs. PAIVA /?TILL VISION .Fa asr.66 SI�.Io 1 2 i 3 �,15. Lot A��97121 00 Tt 60 Lot 9 9 45Ac 3.60AC 58Ac 120 - :20.39Ac ti° 96 lam° 11.78Ac ; ',. °9941, 69.18 AC �S2 Ip'• �7 9 ------ `gi ,. e 101 M1 2 6 68 w° s �isPs 15.24Ac p S6y7B� 67 • 47-19 s, 50 55 ❑ i Aqn 38Ac 93 86 ) P 29 ; ti � 50.94AC � 'f6�° yg6 87 -- A ,�TOq I I ' 30 PAIVA BERRYNILL SUBDIVISION 118 Y.O.R. 40/42 6-22-1990 LOTS 1/5 CHICO PRUNE ORCHARD 7 M.O.R. 27 BIDNELL JRD SUBDIWS+ON 5 M.O.R. 8 02 42-01 1'=800' \ Butte County Assessor's Map Book 42, Page 01 [CREATED 6Y SOT CREATED ON 2-25-2003 �. RtFaRrj". nw Srow, a ASSE:SS011 REVISED BY SDT REVISED ON 2-25-2003 �vs ARE HDR ti•s OFFICE USE ME NAME 42-01 JEFFEVIVE 2003-04 ROLL NOT NECESSARILY rA161mm IEaAL Previous Book .Pardon Of P NO L AlII1YY IS ASSUMED FOR 11E )CURACY OF CmUfHad By The Butte Count Assessors ORlce \/w �'/z ST (11)SPR-225-BLK-U 0 1) SPR-225-BLK-U SOLAR PV PANELS SOLAR PV PANELS 0 10GA ) SPR-225-BLK-UI I (11) SPR -225-B LK -U I I (11) SPR-225-BLK-U LAR PV PANELS SOLAR PV PANELS SOLAR PV PANELS NOTE: All systems installed in accordance with the NEC 2005, California Building Code. SUNPOWER SPR7000M-240 INVERTER WITH INTEGRATED DC DISCONNECT DC IN I AC OUT SUNPOWER SPR7000M-240 INVERTER WITH INTEGRATED DC DISCONNECT DC IN AC OUT 10GA LOCATION/SITE: _ DESIGNED AND INSTALLED BY PHOTOVOLTAIC SOLAR SYSTEM MARTIN.MEESTER ALTERNATIVE ENERGY SYSTEMS INC. 358.0 BELL ESTATES ROAD PO BOX 9231, CHICO, CA 95927 DRAWING SCALE .01 "=1' CHICO, CA 95973 LANCE MCCLUNG, C-10, 853351 12-23-2008 LINE ITEM DIAGRAM MAIN DISC. CB40 CB CB40 CB CB CB CB CB CB CB CB CB CB CB CB CB LINE ITEM DIAGRAM ARRAY DEAD LOAD CALCULATION ITEM PANEL RAIL STRUT TILT LEGS # EA 55 16 0 0 LENGTH (FT) 17' 16 WEIGHT/FT (LB) 1 1.9 WEIGHT EA (LB) 33 5 WEIGHT/ITEM (LB) 1815 272 - 0 SUM 2,087 LB AREA 757 FT"2 WEIGHT/FT" 2 2.8 PSF Location Designed & Installed by: MARTIN MEESTER ALTERNATIVE ENERGY SYSTEMS INC 3580 BELL ESTATES DRIVE PO Box 9231 CHICO, CA 95973 Chico, CA 95927 LBS PANEL WEIGHT 33 RAIL WEIGHT PER FOOT 1 BENEFITS Highest Efficiency Panel efficiency of 18.1 % is the highest commercially available for residential applications Attractive Design Unique design combines high efficiency and an elegant, all -black appearance More Power Delivers up to 50% more power per unit area than conventional solar panels Reliable and Robust Design Proven materials, tempered front glass, and a sturdy anodized frame allow panel to operate reliably in multiple mounting configurations 225 SOLAR PANEL EXCEPTIONAL EFFICIENCY AND APPEARANCE The SunPower 225 Solar Panel provides a revolutionary combination of high efficiency and attractive, uniform appearance. Utilizing 72 next generation SunPower all back -contact solar cells and an all -black backsheet, the SunPower 225 elegantly delivers an unprecedented total panel conversion efficiency of 18.1 %. The panel's reduced voltage -temperature coefficient and exceptional low -light performance attributes provide far higher energy delivery per peak power than conventional panels. SunPower's High Efficiency Advantage - up to 50% More Power Comparable systems covering 25 M2/ 270 W Conventional SunPower Watts / Panel 165 225 Efficiency 12.0% 18.1% kWs 3.0 4.5 sP� SPR-225-BLK ;= C E c .l us G us 1W 225 SOLAR PANEL EXCEPTIONAL EFFICIENCY AND APPEARANCE Electrical Data Mechanical Data Measured at Standard Test Conditions (STC): imcKrionce of 1000/312, air mass 1.5g, and cell temperature 25° C Peak Power (+/-5a/a) Pmax 225 W Rated Voltage Vmp 41.0 V Rated Current Imp 5.49 A Open Circuit Voltage Voc 48.5 V Short Circuit Current Isc 5.87 A Maximum System Voltage IEC, UL 1000 V, 600 V Temperature Coefficients Power -0.38% /aC Voltage (Voc) -132.5 mV/aC Current (Isc) 3.5 mA/aC Series Fuse Rating 20 A Peak Power per Unit Area 181 W/m2, 16.8 W/ft2 CEC PTC Rating 207.1 W IV Curve 7.0 6.0 5.0 1000 W, "e g 4.0 800 W/ 12 3.0 500 W/ V 2.0 1.0 1000 WT; Ic 0.0 0 10 20 30 40 50 60 Voltage M Current/voltage characteristics with dependence on irradiance and module temperature. Tested Operating Conditions Temperature -404 C to +854 C (-40aF to +l 85aF) Max load 50 psf (2400 Pascals) front and back Impact Resistance Hail - 25mm (1 in) at 23 m/s (52 mph) Warranty and Certifications Warranty 25 year limited power warranty 10 year limited product warranty Certifications IEC 61215, Safety tested IEC 61730 Tested to UL 1703 by UL or CSA, Class C Fire Rating Dimensions rpt 1B0200 04.21161 1.04) '4-7-N) 1G..dj 2104.2 1.161 (am.dl ]Sa 798 129.691 31.42) I915 222 J 1559 46 —' I 1106,61.261 P6.a-0 112.691 1 161..10) II.111 0 4.2116) Ica.dl CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Go to www.sunpowercorp.com/panels for details About SunPower SunPower designs, manufactures and delivers high-performance solar electric technology worldwide. Our high -efficiency solar cells generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels, roof tiles and trackers deliver significantly more energy than competing systems. ® March 2008 SunPower Corporation. All rights reserved. Specifications included in this dotasheet are subject to change without notice. Document #001-42188 Rev •A b,p Printed on paper ae l c rec d Y P P sunpowercorp.com Mechanical Data Solar Cells 72 SunPower all -back contact monocrystalline Front Glass 3.2 mm (1/8 in) tempered Junction Box IP -65 rated with 3 bypass diodes Output Cables 900mm length cable / Multi -Contact connectors Frame Anodized aluminum alloy type 6063 Weight 15 kg, 33 lbs IV Curve 7.0 6.0 5.0 1000 W, "e g 4.0 800 W/ 12 3.0 500 W/ V 2.0 1.0 1000 WT; Ic 0.0 0 10 20 30 40 50 60 Voltage M Current/voltage characteristics with dependence on irradiance and module temperature. Tested Operating Conditions Temperature -404 C to +854 C (-40aF to +l 85aF) Max load 50 psf (2400 Pascals) front and back Impact Resistance Hail - 25mm (1 in) at 23 m/s (52 mph) Warranty and Certifications Warranty 25 year limited power warranty 10 year limited product warranty Certifications IEC 61215, Safety tested IEC 61730 Tested to UL 1703 by UL or CSA, Class C Fire Rating Dimensions rpt 1B0200 04.21161 1.04) '4-7-N) 1G..dj 2104.2 1.161 (am.dl ]Sa 798 129.691 31.42) I915 222 J 1559 46 —' I 1106,61.261 P6.a-0 112.691 1 161..10) II.111 0 4.2116) Ica.dl CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Go to www.sunpowercorp.com/panels for details About SunPower SunPower designs, manufactures and delivers high-performance solar electric technology worldwide. Our high -efficiency solar cells generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels, roof tiles and trackers deliver significantly more energy than competing systems. ® March 2008 SunPower Corporation. All rights reserved. Specifications included in this dotasheet are subject to change without notice. Document #001-42188 Rev •A b,p Printed on paper ae l c rec d Y P P sunpowercorp.com BENEFITS Reliable and Robust Design, Proven track record for durability and longevity Effective Power Range Enables most systems to use a single inverter rather then multiple units Commercial Use Flexible AC voltage output and scalable building blocks create an easy solution for commercial applications High Efficiency Weighted CEC eFiciency over 95.5% and peak efficiency over 97% Reduced Installation Cost Integrated AC -DC disconnect with fuses lowers material costs and labor requirements Attractive Aesthetics Integrated disconnect eliminates need for visible conduits to inverter 5000m, 6000m & 7000m INVERTERS EXCEPTIONAL RELIABILITY AND PERFORMANCE The SunPower inverters 5000m, 6000m & 7000m provide exceptional reliability and market -leading design flexibility. The SPRm line of Solar Inverters can be easily applied in residential or commercial installations. All models come with a 10 -year warranty. SPR -5000m, SPR -6000m & SPR -7000m I www.sunpowercorp.com 5000m, 6000m & 7000m INVERTERS EXCEPTIONAL RELIABILITY AND PERFORMANCE 0 C SPRm Efficiency Curves Electrical Data 23.5' x 31.0' x 16.0" Unit Dimensions W x H x D inches SPR -5000m SPR -6000m SPR -7000m AC Power 5000 W 6000 W 7000 W AC Max Output NEMA 3R Mounting Wall Mount Bracket Standard Current (@ 208V, 24A, 20.8A, 18A 29A, 25A, 21.6A 34A, 29A, 25.3A 240V, 277V): 183 - 229 V @ 208 VAC 183 - 229 V @ 208 VAC 183 - 229 V @ 208 VAC AC Nominal 211-264V®240 VAC 211-264V@240 VAC 211-264V@240 VAC Voltage/ Range 244 - 305 V @ 277 VAC 244 - 305 V @ 277 VAC 244 - 305 V @ 277 VAC 60 Hz / 59.3 Hz - 60 Hz / 59.3 Hz - 60 Hz / 59.3 Hz - AC Freq / Range 60.5 Hz 60.5 Hz 60.5 Hz Power Fador 1 1 1 Peak Inverter 96.8% 97.0% 97.1% Efficiency 95.5 % @ 208 V 95.5 % @ 208 V 96.0 % @ 208 V CEC Weighted 95.5 % @ 240 V 95.5 % @ 240 V 96.0 % @ 240 V Efficiency 95.5 % @ 277 V 96.0 % @ 277 V 96.0 % @ 240V Recommended Array Input Power 5300 W 6400 W 7500 W (DC @ STC) DC Input Voltage Range 250 - 600 V 250 - 600 V 250 - 600 V Peak Power 250 - 480 V 250 - 480 V 250 - 480 V Tracking Voltage DC Max- 21A 25 A 30A Input Current DC Voltage Ripple <5% No. of Fused 4 String Inputs . Power Consump: Standby / < 7 w / 0.25 w Nighttime Fused DC & AC Standard; Complies with NEC Standards Disconnect Grounding Positive Ground 0 C SPRm Efficiency Curves 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% % of Rated Output Power Mechanical Data Shipping Dimensions W x H x D inches 23.5' x 31.0' x 16.0" Unit Dimensions W x H x D inches 18.4' x 24.1' x 9.5' Inverter Weight 143 lbs Shipping Weight 154 lbs Cooling ■■■■■■■■■■ Enclosure NEMA 3R Mounting Wall Mount Bracket Standard 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% % of Rated Output Power Mechanical Data Shipping Dimensions W x H x D inches 23.5' x 31.0' x 16.0" Unit Dimensions W x H x D inches 18.4' x 24.1' x 9.5' Inverter Weight 143 lbs Shipping Weight 154 lbs Cooling Forced Air / Sealed Electronics Enclosure Enclosure NEMA 3R Mounting Wall Mount Bracket Standard Ambient Temperature Range -13 to +113'F Warranty and Certifications Warranty 10 year limited warranty Certifications Compliance: IEEE -929, IEEE -1547, UL 1741-2005, UL 1998, FCC Part 15 A & 8 -;kbout SunPower Su:nPower designs, manufactures and delivers high-performance solar electric technology worldwide. Our high -efficiency solar cells generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels, roof tiles and trackers deliver significantly more energy than competing systems. ®June 2007 Su,Powm Corporation. All rights reserved. Specifications included in this datasheet are subject to charge without notice. Document p 001-16967 Rev www.sunpowercorp.com 70qyA�,o SPRx INVERTERS BENEFITS Choice of Power Range • Units range from 3.3 kW to 5.0 kW • Ideal for use in residential or commercial systems Easy and Quick to Install • Lightweight, versatile mounting bracket • Wiring box is separate from the sealed inverter; can be used as a wiring raceway • Easy access DC and AC terminal block simplifies wiring • Rugged enclosure allows reliable indoor/outdoor installation High Efficiency • Best -in -class weighted CEC efficiency, between 95.0% and 96.0% • Accurate MPPT tracking ensures maximum energy harvest • Minimal external electronic interference Attractive Design • Sleek silver look & integrated disconnect eliminates the need for visible conduit to inverter • Customizable LCD display provides instantaneous information on power level & energy production SPR -3300x, SPR -4000x, SPR -5000x SUPERIOR DESIGN AND VALUE SPR 3300x, SPR 4000x, SPR 5000x I i The SunPower SPRx inverter series is designed to convert electricity produced by solar PV modules into utility -grade power that can be used by the home or fed back into the local electrical utility grid. Offering high efficiency (up to 96.0%), clean aesthetics, and a low installed cost through ease of installation and integrated features, the SPRx Series integrates a high - frequency design in a compact enclosure. SPRx inverters may be installed individually with smaller PV arrays, or in a multiple -inverter configuration for larger PV arrays. All models come with a standard 10 -year warranty. sunpowercorp.com wo:)•d1oojannoduns Jadod pah/DaL uo paluud t4 QP S. 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All rights reserved. XH U N I RAC Unirac Code -Compliant Installation Manual SunFrame i. Installer's Responsibilities Please review this manual thoroughly before installing your SunFrame system. This manual provides (1) supporting documentation for building permit applications relating to Unirac's SunFrame Universal PV Module Mounting system, and (2) planning and assembly instructions for SunFrame SunFrame products, when installed in accordance with this bulletin, will be structurally adequate and will meet the structural requirements of the IBC 2006, IBC 2003, ASCE 7- 02, ASCE 7-05 and California Building Code 2007 (collectively referred to as "the Code"). Unirac also provides a limited warranty on SunFrame products (page 24). PW 2 SunFrame offers finish choices and low, clean lines that become as natural a part of a home as a skylight. It delivers the installation ease you've come to expect from Unirac. Whether for pitched roofs or parking roof structures, SunFrame was designed from the outset to promote superior aesthetics. Modules are flush mounted in low, gap -free rows, and visible components match clear or dark module frames. A The installer is solely responsible for: • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only Unirac parts and installer -supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof, including selection of appropriate flashing; • Ensuring safe installation of all electrical aspects of the PV array; and • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading, wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. SunFrame Unirac Code -Compliant Installation Manual dF U N I RAC Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method - ASCE 7-05 The procedure to determine Design Wind Load is specified by the American Society of Civil Engineers and referenced in the International Building Code 2006. For purposes of this document, the values, equations and procedures used in this document reference ASCE 7-05, Minimum Design Loads for Buildings and Other Structures. Please refer to ASCE 7-05 if you have any questions about the definitions or procedures presented in this manual. Unirac uses Method 1, the Simplified Method, for calculating the Design Wind Load for pressures on components and cladding in this document. The method described in this document is valid for flush, no tilt, SunFrame Series applications on either roofs or walls. Flush is defined as panels parallel to the surface (or with no more than 3" difference between ends of assembly) with no more than 10" space between the roof surface, and the bottom of the PV panels. This method is not approved for open structure calculations. Applications of these procedures is subject to the following ASCE 7-05 limitations: 1. The building height must be less than 60 feet, h < 60. See note for determining h in the next section. For installations on structures greater than 60 feet, contact your local Unirac Distributor. 2. The building must be enclosed, not an open or partially enclosed structure, for example a carport. 3. The building is regular shaped with no unusual geometrical irregularity in spatial form, for example a geodesic dome. 4. The building is not in an extreme geographic location such as a narrow canyon or steep cliff. S. The building has a flat or gable roof with a pitch less than 45 degrees or a hip roof with a pitch less than 27 degrees. 6. If your installation does not conform to these requirements please contact your local Unirac distributor, a local professional engineer or Unirac If your installation is outside the United States or does not meet all of these limitations, consult a local professional engineer or your local building authority. Consult ASCE 7-05 for more clarification on the use of Method I. Lower design wind loads may be obtained by applying Method II from ASCE 7-05. Consult with a licensed engineer if you want to use Method II procedures. The equation for determining the Design Wind Load for components and cladding is: pnet (Ps)) _ AKzd pnet30 pnet (psf) = Design Wind Load A = adjustment factor for height and exposure category Kzt = Topographic Factor at mean roof height, h (ft) I = Importance Factor pnet3o (psf) = net design wind pressure for Exposure B, at height =30,1=1 You will also need to know the following information: Basic Wind Speed = V (mph), the largest 3 second gust of wind in the last 50 years. h (ft) = total roof height for flat roof buildings or mean roof heightfor pitched roof buildings Effective Wind Area (sf) = minimum total continuous area of modules being installed Roof Zone = the area of the roof you are installing the pv system according to Figure 2, page 5. -Roof Zone Setback Length = a (ft) Roof Pitch (degrees) Exposure Category [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2: Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different cables. be installing. This is the smallest area tributary (contributing load) to a support or to a simple -span of rail. That area is the Step 1: Determine Basic Wind Speed, V (mph) Effective Wind Area. Determine the Basic Wind Speed, V (mph) by consulting your local building department or locating your installation on the maps in Figure 1, page 4. Page 3 MUNIme RAC Unirac Code -Compliant Installation Manual SunFrame mph Figure 1. Basic Wind Speeds. Adapted and applicable to ASCE 7-05. Values are nominal design 3 -second gust wind speeds at 33 feet above ground for Exposure Category C. 90(40) 100(45) 130(58) 110(49) 120(54) Step 3: Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1, determine the Roof Zone Setback Length, a (ft), according to the width and height of the building on which you are installing the pv system. e mp 140(63) i1 j?.L Spada) wind Raglon 90(40) 100(45) 130(58) .140(63) Miles per hour (meters per second) 130(58) 140(63) 1150(67) Table 1. Determine Roof/Wall Zone, length (a) according to building width and height a = 10 percent of the least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension (ft) Height (ft) 10 15 20 25 30 40 50 60 70 80 90 100 125 150 175 200 300 400 500 10 3 3 3 3 3 4 4 4 .4 4 4 4 5 6 7 8 12 16 20 15 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 20 3 3 3 3 3 4 5 6 7 8 8 8 8 8 8 8 12 16 20 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 30 3 3 3 3 3 4 5 6 7 8 9 10 12 12 12 12 12 16 20 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 40 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 16 16 16 16 20 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 sO 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 20 20 20 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 41. ftp 4 SunFrame Unirac Code -Compliant Installation Manual :F U N I RAC Step 3: Determine Roof Zone (continued) Using Roof Zone Setback Length, a, determine the roof zone ' locations according to your roof type, gable, hip or monoslope. Determine in which roof zone your pv system is located, Zone 1, 2, or 3 according to Figure 2. Figure 2. Enclosed buildings, wall and roofs Flat Roof Hid I h y Baa CSF' Gab' h I .y ' a,<,, 'ate .� Interior Zones End Zones Corner Zones Roofs -Zone I[Walls -Zone 4 Roofs - Zone 2/Walls - Zone 5 ® Roofs - Zone 3 Source: ASCE/SE1 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 41. x Step 4: Determine Net Design Wind Pressure, pnet3o Both downforce and uplift pressures must be considered (p SO in overall design. Refer to Section II, Step 1 for applying Using the Effective Wind Area (Step 2), Roof Zone Location downforce and uplift pressures. Positive values are acting (Step 3), and Basic Wind Speed (Step 1), lookup the toward the surface. Negative values are acting away from the surface. appropriate Net Design Wind Pressure in Table 2, page 6. Use the Effective Wind Area value in the table which is smaller than the value calculated in Step 2. If the installation is located on a roof overhang, use Table 3, page 7. ' S , MH U N I RAC Unirac Code -Compliant Installation Manual SunFrame Table 2. pnet30 (pso Roof and Wall Bask Wind SpeW (mph) Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 42-43. Page 6 EJjectwe 90 100 110 120 130 140 150 170 WindArea Zone (SO Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift 1 10 5.9 -14.6 7.3 -18.0 8.9 -21.8 10.5 -25.9 12.4 -30.4 14.3 -35.3 16.5 -40.5 21.1 -52.0 1 20 5.6 -14.2 6.9 -17.5 8.3 -21.2 9.9 -25.2 11.6 -29.6 13.4 -34.4 15.4 -39.4 19.8 -50.7 0 1 50 5.1 -13.7 6.3 -16.9 7.6 -20.5 9.0 -24.4 10.6 -28.6 12.3 -33.2 14.1 -38.1 18.1 -48.9 L 0o 1 100 1 4.7 -13.3 5.8 -16.5 7.0 -19.9 8.3 -23.7 9.8 -27.8 11.4 -32.3 13.0 -37.0 16.7 -47.6 -0 2 10 5.9 -24.4 7.3 -30.2 8.9 -36.5 10.5 -43.5 12.4 -51.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 0 2 20 5.6 -21.8 6.9 -27.0 8.3 -32.6 9.9 -38.8 11.6 -45.6 13.4 -52.9 15.4 -60.7 19.8 -78.0 c 2 50 5.1 -18.4 6.3 -22.7 7.6 -27.5 9.0 -32.7 10.6 -38.4 12.3 -44.5 14.1 -51.1 18.1 -65.7 c 2 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 0 0: 3 10 5.9 -36.8 7.3 -45.4 8.9 -55.0 10.5 -65.4 12.4 -76.8 14.3 -89.0 16.5 -102.2 21.1 -131.3 3 20 5.6 -30.5 6.9 -37.6 8.3 -45.5 9.9 -54.2 11.6 -63.6 13.4 -73.8 15.4 -84.7 19.8 -108.7 3 50 5.1 -22.1 6.3 -27.3 7.6 -33.1 9.0 -39.3 10.6 -46.2 12.3 -53.5 14.1 -61.5 18.1 -78.9 3 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 1 10 8.4 -13.3 10.4 -16.5 12.5 -19.9 14.9 -23.7 17.5 -27.8 20.3 -32.3 23.3 -37.0 30.0 -47.6 1 20 7.7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -36.0 27.3 -46.3 0 1 50 6.7 -12.5 8.2 -15.4 10.0 -18.6 11.9 -22.2 13.9 -26.0 16.1 -30.2 18.5 -34.6 23.8 -44.5 1 100 5.9 -12.1 7.3 -14.9 8.9 -18.1 10.5 -21.5 12.4 -25.2 14.3 -29.3 16.5 -33.6 21.1 -43.2 as 2 10 8.4 -23.2 10.4 -28.7 12.5 -34.7 14.9 -41.3 17.5 -48.4 20.3 -56.2 23.3 -64.5 30.0 -82.8 N 2 20 7.7 -21.4 9.4 -26.4 11.4 -31.9 13.6 -38.0 16.0 -44.6 18.5 -51.7 21.3 -59.3 27.3 -76.2 $ 2 50 6.7 -18.9 8.2 -23.3 10.0 -28.2 11.9 -33.6 13.9 -39.4 16.1 -45.7 18.5 -52.5 23.8 -67.4 P% 0 2 100 5.9 -17.0 7.3 -21.0 8.9 -25.5 10.5 -30.3 12.4 -35.6 14.3 -41.2 16.5 -47.3 21.1 -60.8 o0C 3 10 8.4 -34.3 10.4 -42.4 12.5 -51.3 14.9 -61.0 17.5 -71.6 20.3 -83.1 23.3 -95.4 30.0 -122.5 3 20 7.7 -32.1 9.4 -39.6 11.4 -47.9 13.6 -57.1 16.0 -67.0 18.5 -77.7 21.3 -89.2 27.3 -114.5 3 50 6.7 -29.1 8.2 -36.0 10.0 -43.5 11.9 -51.8 13.9 -60.8 16.1 -70.5 18.5 -81.0 23.8 -104.0 3 100 5.9 -26.9 7.3 -33.2 8.9 -40.2 10.5 -47.9 12.4 -56.2 14.3 -65.1 16.5 -74.8 21.1 -96.0 1 10 13.3 -14.6 16.5 -18.0 19.9 -21.8 23.7 -25.9 27.8 -30.4 32.3 -35.3 37.0 -40.5 47.6 -52.0 1 20 13.0 -13.8 16.0 -17.1 19.4 -20.7 23.0 -24.6 27.0 -28.9 31.4 -33.5 36.0 -38.4 46.3 -49.3 y 1 50 12.5 -12.8 15.4 -15.9 18.6 -19.2 22.2 -22.8 26.0 -26.8 30.2 -31.1 34.6 -35.7 44.5 -45.8 1 100 12.1 -12.1 14.9 -14.9 18.1 -18.1 21.5 -21.5 25.2 -25.2 29.3 -29.3 33.6 -33.6 43.2 -43.2 1 2 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 e 2 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 0 2 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 1% 2 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 40.5 43.2 -52.0 w 0 3 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 W 3 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 3 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 3 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 -40.5 43.2 -52.0 4 10 14.6 -15.8 18.0 -19.5 21.8 -23.6 25.9 -28.1 30.4 -33.0 35.3 -38.2 40.5 -43.9 52.0 -56.4 4 20 13.9 -15.1 17.2 -18.7 20.8 -22.6 24.7 -26.9 29.0 -31.6 33.7 -36.7 38.7 -42.1 49.6 -54.1 4 50 13.0 -14.3 16.1 -17.6 19.5 -21.3 23.2 -25.4 27.2 -29.8 31.6 -34.6 36.2 -39.7 46.6 -51.0 4 100 12.4 -13.6 15.3 -16.8 18.5 -20.4 22.0 -24.2 25.9 -28.4 30.0 -33.0 34.4 -37.8 44.2 -48.6 4 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 3 5 10 14.6 -19.5 18.0 -24.1 21.8 -29.1 25.9 -34.7 30.4 -40.7 35.3 -47.2 40.5 -54.2 52.0 -69.6 5 20 13.9 -18.2 17.2 -22.5 20.8 -27.2 24.7 -32.4 29.0 -38.0 33.7 -44.0 38.7 -50.5 49.6 -64.9 5 50 13.0 -16.5 16.1 -20.3 19.5 -24.6 23.2 -29.3 27.2 -34.3 31.6 -39.8 36.2 -45.7 46.6 -58.7 5 100 12.4 -15.1 15.3 -18.7 18.5 -22.6 22.0 -26.9 25.9 -31.6 30.0 -36.7 34.4 -42.1 44.2 -54.1 5 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 42-43. Page 6 w SunFrame Unirac Code -Compliant Installation Manual 18F U N I RAC Table 3. pnec30 (psf Roof Overhang Source: ASCE/SEI 1-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, Kat For the purposes of this code compliance document, the Topographic Factor, KZt, is taken as equal to one (1), meaning, the installation is on level ground (less than 10% slope). If the installation is not on level ground, please consult ASCE 7-05, Section 6.5.7 and the local building authority to determine the Topographic Factor. Step 6: Determine Exposure Category (B, C, D) Determine the Exposure Category by using the following definitions for Exposure Categories. The ASCE/SEI7-05* defines wind exposure categories as follows: EXPOSURE B is urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings. 4 EXPOSURE c has open terrain with scattered obstruc- tions having heights generally less than 30 feet. This category includes flat open country, grasslands, and all water surfaces in hurricane prone regions. EXPOSURE D has flat; unobstructed areas and water surfaces outside hurricane prone regions. This catego- ry includes smooth mud flats, salt flats, and unbroken ice. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs, and confirm your selection with the local building authority. Pose 7 Ejjec-e Bash Wind Speed (mph) WjndArea 90 100 110 120 130 1 140 150 170 Zone (5() 2 10 -21.0 -25.9 -31.4 -37.3 -43.8 -50.8 -58.3 1 -74.9 2 20 -20.6 -25.5 -30.8 -36.7 -43.0 1 -49.9 -57.3 -73.6 50 -20.1 -24.9 -30.1. { -35.8 -42.0 -48.7 -55.9 -71.8 02 2 100 -19.8 -24.4 -29.5 -35.1 -41.2 -47.8 i -54.9 j -70.5 n 0 3 10 -34.6 -42.7 -51.6 -61.5 -72.1 T -83.7 -96.0 - - 123.4 - c 3 20 -27.1 -33.5 -40.5 -48.3 -56.6 ? -65.7 -75.4 -96.8 0 3 50 -17.3 -21.4 -25.9 -30.8 -36.1 -41.9 1 -48.1 -61.8 19 3 100 -10.0 -12.2 14.8 17.6 -20.6 -23.9 1 -27.4 ; -35.2 2 10 -27.2 -33.5 -40.6 -48.3 56.7 -65.7 -75.5 -96.9 d i 2 20 -27.2 -33.5 -40.6 -48.3 j . 56.7 65.7 t -75.5 I -96.9 GOP 2 50 -27.2 33.5 -40.6 , -48.3 j -56.7 -65.7 I -75.5 96.9 n 2 100 -27.2 -33.5 -40.6 -48.3 -56.7 65.7 -75.5 96.9 N s 40 3 10 -45.7 1 -56.4 ' -68.3 -81.2 4 -95.3 1 -110.6 i-126.9 -163.0 � 3 20 -41.2 -50.9 -61.6 -73.3 -86.0 I -99.8 • -114.5 -147.1 w 3 50 -35.3 -43.6 -52.8 -62.8 C -73.7 j -85.5 1 -98.1 i I -126.1 1Z 3 100 -30.9 -38.1 -46.1 I -54.9 -64.4 -74.7 -85.8 -110.1 FA 2 10 -24.7 , -30.5 -36.9 t -43.9 -51.5 -59.8 ; -68.6 j 88.1 2 20 -24.0 29.6 -35.8 -42.6 -50.0 -58.0 i -66.5 I -85.5 9 2 50 -23.0 -28.4 + 1 -34.3 i -40.8 t -47.9 -55.6 I -63.8 -82.0 Ln 2 100 -22.2 -27.4 -33.2 -39.5 -46.4 ; -53.8 -61.7 -79.3 3 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 r 3 20 -24.0 F -29.6 i -35.8 -42.6 -50.0 I -58.0 -66.5 -85.5 `0 3 50 -23.0 ! -28.4 -34.3 f -40.8 -47.9 -55.6 -63.8 -82.0 = 3 100 -22.2 ! -27.4 i -33.2 i -39.5 I -46.4 -53.8 -61.7 -79.3 Source: ASCE/SEI 1-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, Kat For the purposes of this code compliance document, the Topographic Factor, KZt, is taken as equal to one (1), meaning, the installation is on level ground (less than 10% slope). If the installation is not on level ground, please consult ASCE 7-05, Section 6.5.7 and the local building authority to determine the Topographic Factor. Step 6: Determine Exposure Category (B, C, D) Determine the Exposure Category by using the following definitions for Exposure Categories. The ASCE/SEI7-05* defines wind exposure categories as follows: EXPOSURE B is urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings. 4 EXPOSURE c has open terrain with scattered obstruc- tions having heights generally less than 30 feet. This category includes flat open country, grasslands, and all water surfaces in hurricane prone regions. EXPOSURE D has flat; unobstructed areas and water surfaces outside hurricane prone regions. This catego- ry includes smooth mud flats, salt flats, and unbroken ice. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs, and confirm your selection with the local building authority. Pose 7 an X U N I RAC Unirac Code -Compliant Installation Manual SunFrame Step 7: Determine adjustmentfactorfor height and Table 4.Adjustment Factor for Roof Height & exposure category, A Exposure Category Using the Exposure Category (Step 6) and the roof height h 2 Exposure Roof Zone Setback Length (ft), look up the adjustment factor for height and exposure in Mean mof Table I Roof Zone Location Table 4. height fR1 B C D Table 2,3 5 1.00 1.21 1.47 Step 8: Determine the Importance Factor, I 20 1.00 1.29 1.55 I x 25 1.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 1.00 1.40 1.66 Look up the Importance Factor, 1, Table 6, page 9, using the 35 1.05 1.45 1.70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 45 1.12 1.53 1.78 SO 1.16 1.56 1.81 SS 1.19 1.59 1.84 Step 9: Calculate the Design Wind Load, pnec (psf) 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure, Pnet3o (psf) (Step 4) by Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other the adjustment factor for height and exposure, A (Step 7),the Structures, Chapter 6, Figure 6-3, p. 44. Topographic Factor, Kzt (Step 5), and the Importance Factor, I (Step 8) using the following equation: Pnet (Psf) = AKztlpnet30 Pnet (psf) = Design Wind Load (10 psf minimum) A = adjustment factor for height and exposure category (Step 7) Kzt = Topographic Factor at mean roof height, It (ft) (Step 5) 1= Importance Factor (Step 8) Pnet3o (psf) = net design wind pressure for Exposure B, at height = 30,1= I (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SunFrame Series rail, rail span and foot spacing. Table S.Worksheet for Components and Cladding Wind Load Calculation: IBC 2006,ASCE 7-05 Variable Description Symbol Value Unit Step Relemnce Building Height h ft Building, Least Horizontal Dimension ft Roof Pitch degrees Exposure Category 6 Basic Wind Speed V mph I Figure I Effective Roof Area sf 2 Roof Zone Setback Length a ft 3 Table I Roof Zone Location 3 Figure 2 Net Design Wind Pressure Pnet3o psf 4 Table 2,3 Topographic Factor Kzt x 5 adjustment factor for height and exposure category A x 7 Table 4 Importance Factor I x 8 Table 5 Total Design Wind Load Pnet psf 9 SunFrame Unirac Code -Compliant Installation Manual :-P U N I RAC Table 6. Occupancy Category Importance Factor Source: IBC 2006,Table 1604.5, Occupancy Category of Buildings and other structures, p. 281; ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Table 6-1, p. 77 u Non,Hurricane Prone Regions and. Hurricane Prone Regions Hurricane Prone Re - with Basic Wind Speed,V = gions with Basic Wind Category CategoryDesicription Building Type Examples 85-100 mph, and Noska Speed V> 100mph Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life in the event of failure, including, but limited to: All buildings and other II structures except those I I listed in Occupancy Categories I, III, and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including, but not limited resident patient to: Jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacutre or house hazardous materials . Buildings and other Hospitals and other health care facilities having surgery or 1.15 1.15 structures designated emergency treatment IV as essential facilities, Fire, rescue, ambulance and police stations including, but not limited Designated earthquake, hurricane, or other emergency to: shelters Designated emergency preparedness communication, and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers, air traffic control centers, and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source: IBC 2006,Table 1604.5, Occupancy Category of Buildings and other structures, p. 281; ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Table 6-1, p. 77 u MH U N I RAC Unirac Code -Compliant Installation Manual SunFrame Part H. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SunFrame series rail type and rail span uses standard beam calculations and structural engineering methodology. The beam calculations are based on a simply supported beam conservatively, ignoring the reductions allowed for supports of continuous beams over multiple supports. Please refer to Part I for more information on beam calculations, equations and assumptions. In using this document, obtaining correct results is dependent upon the following: 1. Obtain the Snow Load for your area from your local building official. 2. Obtain the Design Wind Load, pnet. See Part I (Procedure to Determine the Design Wind Load) for more information on calculating the Design Wind Load. 3. Please Note: The terms rail span and footing spacing are interchangeable in this document. See Figure 3 for illustrations. 4. To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf, including modules and Unirac racking systems. If the Dead Load is greater than 5 psf, see your Unirac distributor, a local structural engineer or contact Unirac. The following procedure will guide you in selecting a Unirac rail for a flush mount installation. It will also help determine the design loading imposed by the Unirac PV Mounting Assembly that the building structure must be capable of supporting. Step 1: Determine the Total Design Load The Total Design Load, P (psf) is determined using ASCE 7-05 2.4.1 (ASD Method equations 3,5,6 and 7) by adding the Snow Loadl, S (psf), Design Wind Load, pnet (psf) from Part I, Step 9 and the Dead Load (psf). Both Uplift and Downforce Wind Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. Use the maximum absolute value of the three downforce cases and the uplift case for sizing the rail. Use the uplift case only for sizing lag bolts pull out capacities (Part II, Step 6). P (psf) = 1.01) + LOS' (downforce case 1) P (psf) = LOD + LOpnet (downforce case 2) P (psf) = LOD + 0.7551 + 0.75pnet (downforce case 3) P (psf) = 0.61) + LOpnet (uplift) D = Dead Load (psf) S = Snow Load (psf) pnet = Design Wind Load (psf) (Positive for downforce, negative for uplift) The maximum Dead Load, D (psf), is 5 psf based on market research and internal data. 1 Snow Load Reduction - The snow load can be reduced according to Chapter 7 of ASCE 7-05. The reduction is a function of the roof slope, Exposure Factor, Importance Factor and Thermal Factor. VOY '[V - Note: Modules must be centered symmetrically on ftV the rails (+/- 2*), as shown in Figure 3. If this is 10 not the case, call Unirac for assistance. SunFrame Unirac Code -Compliant Installation Manual :F U N I RAC Table 7. ASCE 7 ASD Load Combinations Description Variable Down(orce Case I Downjorce Case 2 I Downfmce Case 3 1 Uplift units Dead Load D I 1.0 x 1.0 x 1.0 x 0.6 x psf Snow Load S 1.0 x + 60 0.75 x + 100 120 psf Design Wind Load Pnet 1.0 x + 0.75 x + 1.0 x - psf Total Design Load P } psf . Note: Table to be filled out or attached for evaluation. Step 2: Determine the Distributed Load on the rail, Step 3: Determine Rail Span/L-Foot Spacing W (AD Using the distributed load, w, from Part II, Step 2, look up the Determine the Distributed Load, w (plf), by multiplying the allowable spans, L, for SunFrame. 1 a module length, B (ft), by the Total Design Load, P (psf) and dividing by two. Use the maximum absolute value of the three There are two tables, L Foot SunFrame Series Rail Span Table downcases and the Uplift Case. We assume each module and Double L -Foot SunFrame Series Rail Span Table. The is supported orted by two rails. L -Foot SunFrame Series Rail Span Table uses a single L -foot w = PB connection to the roof, wall or stand-off. The point load connection from the rail to the L -foot can be increased by using a double L -foot in the installation. Please refer to the w = Distributed Load (pounds per linear foot, p1f) part III for more installation information. •. B = Module Length Perpendicular to Rails (ft) P = Total Design Pressure (pounds per square foot, ps)) Table 8. L -Foot SunFrame Series Rail Span Span w = Disvibuted Load rola (f) 20 25 30 40 50 60 80 100 120 140" 160 180 200 220 240- 260, 280 300 400 500 600 700 2__ _SF_SF_,SF_ _.•SF.—SF—,SF_-_SF—SF--SF__SF—SF—_SF--SF_—SF—SF—SF—SF—SF—SF„ _ 2.5 _ SF SF _SF_SF _.SF _ SF _ SF, SFS SF SF_ SF_ SF SF,� SF __SFS«SF SF-• _SF_,,,,, 3.0 .SF._SF_SF__._SF _SF___SF. __SF, SF ,SF,-SF—SF—SF-_SF..---SF_-SF—SFS 3.5 _ SF_ SF. __SO _•_SF_ ,SF SF SF _ SF_ .-.SF• _ _SF, --SF MSF_ _SF,_,_SF-- 4 — _ SF_ SF____ SF__ SF_ _ SF SF_~ SF__ SF_ _ SF_ _ SF_ _ SF_-„__ SF_ SF_ 4.5 SF SF SF SF SF _ SF SF_SF _ SF SF 5 M �SF SFSF_—SFT JSf�~SFYSO" SF _SF SF �SF�SF�SF�SFW �SF _SF SF _ SF � �SF SO —` 5.5 SFT SF 6 �SF 7SF- -SF� �_SFSO' 7SF_ SF SF. !SF SF _ - SFS SF�_� 6.5 SF • SF_ SF,-_SF SF SF_ 7 SF_SF�SF.___._SF�SF_ ^SF__,SF_ �SO-- 7.5 SF_ ASF SFS SF, _ SF__ =SF _SF SF _.SF7_SF�SF__.. _ SF _ 6 _ SF SO= SF'—SF SF _SF _,_ - . _�,,• �. _�,� _ _ ��- 8.5_ SF_ SF SF_ SF_- SF� _ SF .9- _ _�SF�SF___ SF__SF�_ SF ,SF~ _V_ 9.5 SF �SF'� SF SF SF` � SF _ 10� SF - SF SF_ _ _SF SF 10.5 SF SF "SF SF�SF _SF Al SF-_ - -SO--- - - --- _ _ -. -- ---• --�_ ._ °_ —�_ 11.5 SF_ SF SF - 12 _ 'SF SF SFW _ _ j_ 12.5 SF SF 13�.SF_ _.�� _SF 13.5 ySF G- 11' MH U N I RAC Unirac Code -Compliant Installation Manual SunFrame Ln Table 9. Double L -Foot SunFrame Series Rail Span Spun W = Distributed Load IWO (fU 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 2.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 5.5 SF SF SF SF SF SF SF SF SF SF SF SF SF 6 SF SF SF SF SF SF SF SF SF SF SF SF 6.5 SF SF SF SF SF SF SF SF SF SF 7 SF SF SF SF SF SF SF SF SF 7.5 SF SF SF SF SF SF SF SF 8 SF SF SF SF SF SF SF SF 8.5 SF SF SF SF SF SF SF 9 SF SF SF SF SF SF 9.5 SF SF SF SF SF SF 10 SF SF SF SF SF 10.5 SF SF SF SF II SF SF SF SF 11.5 SF SF SF 12 SF SF SF 12.5 SF SF 13 SF SF 13.5 SF 14 SF Step 4: Select Rail Type Selecting a span affects the price of your installation. Longer spans produce fewer wall or roof penetrations. However, longer spans create higher point load forces on the building structure. A point load force is the amount of force transferred to the building structure at each connection. It is the installer's responsibility to verifv that the buildin structure is strong enough to su000rt the aoint load forces. pap 1 Step 5: Determine the Downforce Point Load, R (lbs), at each connection based on rail span When designing the Unirac Flush Mount Installation, you must consider the downforce Point Load, R (Ibs) on the roof structure. The Downforce, Point Load, R (lbs), is determined by multiplying the Total Design Load, P (psD (Step 1) by the Rail Span, L (ft) (Step 3) and the Module Length Perpendicular to the Rails, B (ft). R (lbs) = PLB R = Point Load (lbs) P = Total Design Load (psf) L = Rail Span (ft) B = Module Length Perpendicular to Rails (ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. o SunFrame Unirac Code -Compliant Installation Manual :F U N I RAC Table 10. Downforce Point Load Calculation Total Design Load (downforce) (max of case 1, 2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Downforce Point Load R lbs Step 6: Determine the Uplift Point Load, R (lbs), at each connection based on rail span You must also consider the Uplift Point Load, R (lbs), to determine the required lag bolt attachment to the roof (building) structure. Table 11. Uplift Point Load Calculation Total Design Load (uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Uplift Point Load R lbs Table 12. Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load SForce, R (lbs), requirements. Specific /6'• shaft,* gravity per inch thread depth It is the installer's responsibility Douglas Fir, Larch 0.50 266 to verify that the substructure and attachment method is strong Douglas Fir, South 0.46 235 enough to support the maximum Engelmann Spruce, Lodgepole Pine "t point loads calculated according to (MSR 1650 f & higher) 0.46 235Step `F. 5 and Step 6. Hem, Fir, Redwood (close grain) 0.43 212 Hem, Fir (North) 0.46 235 f Southern Pine 0.55 307 Thread depth Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir " (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 A Sources.•Americon Wood Council, NDS 2005, Table 11.2A, 11.3.2A. Notes: (I) Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2) Lag bolts must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities.'If necessary, contact a local engineer to specifty lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do not over -torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 10.3.1 in the American Wood Council NDS for Wood Construction. Po8. *Use fiat washers with lag screws. 13 ON U N I RAC Unirac Code -Compliant Installation Manual SunFrame Part III. Installing SunFrame The Unirac Code -Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SunFrame Rail Planning and Assembly, governs installations using the SunFrame systems. [3.1.] SunFrame® rail components LJ ftse 14 To Figure 4.SunFrame components. Figure 5. SunFrame threaded slot rail, cross section, actual size. SunFrame Unirac Code -Compliant Installation Manual dF U N I RAC' ORail—Supports PV modules. Use one per row of modules plus one. Shipped in 8- or 16 -foot lengths. 6105-T5 alumi- num extrusion, anodized (clear or dark bronze) to match PV module frame. © Cap strip -Secures PV modules to rails and neatly frames top of array. Lengths equals rail lengths. Cap strips are sized for specific PV modules. Shipped in 8- or 16 -foot lenghs. Predrilled every 8 inches. 6105-T5 aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. © Cap strip screw (1/4-20 x 1, Type F thread cutting)—Use to secure each cap strip (and PV modules) to rail, one per predrilled hole. Use an additional end screw wherever a predrilled hole does not fall within 4 inches of the end of any cap strip segment. 18-8 stainless steel, clear or black to match cap strip. ORail splice—Joins rail sections into single length of rail. It can form either a rigid or thermal expansion joint. 8, inches long, predrilled. 6105-T5 aluminum extrusion, an- odized (clear or dark bronze) to match PV module frame. © Self -drilling screw (No. 10 x 3/a') —Use 4 per rigid splice or 2 per expansion joint. Galvanized steel. OEnd caps—Use one to neatly close each rail end. UV resistant black plastic. OTruss -head sheet metal screw (No. 8 x s/s")—Use 2 per end cap to secure end cap to rail. 18-8 stainless steel; with black oxide coating to match end caps. OL-foot—Use to secure rails either through roofing mate- rial to rafters, to L -foot adjusting sliders, or to standoffs. 6105-T5 aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. Double L -foot is also available. OL -foot bolt CA" x I W') —Use one per L -foot to secure rail to L -foot. 304 stainless steel. Flange nut (3/a" ) —Use one per L -foot bolt. 304 stainless steel. Required torque: 30 to 35 foot-pounds. QStainless steel hardware can seize up, a process ' called galling. To significantly reduce its likelihood, (1) apply lubricant to bolts, preferably an anti -seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling and Its Prevention, at www.unirac.com. 40 L -foot adjusting slider (optional) —Use one beneath each L -foot or aluminum two-piece standoff, except in lowest row. 6105-T5 aluminum extrusion. Sliders allow easier alignment of rails and better snugging of PV mod- ules between rails. Includes 3/e" x I W' bolt with flange nut for attaching L -foot or standoff shaft, and two 5/0 x 21/2""lag bolts with flat washers for securing sliders to rafters. ® Flattop standoff (optional) —Use if L -foot cannot be secured directly to rafter (with tile or shake roofs, for example). Use one per L -foot. 'levo -piece (pictured): 6105-T5 aluminum extrusion. Includes 3d' x Sia' serrated flange bolt with EPDM washer for attaching L -foot, and two snb" x 312" lag bolts. One-piece: Service Condition 4 (very severe) zinc -plated welded steel. Includes 3/e" x 11/4' bolt with lock washer for attaching L -foot. Flashings: Use one per standoff. Unirac offers appropriate flashings for both standoff types. Installer supplied materials: Lag screw for L-foot—Attaches L -foot or standoff to rafter. Determine length and diameter based on pull-out values in Table 3 (page 8). If lag screw head is exposed to elements, use stainless steel. Under flashings, zinc plated hardware is adequate. Note: Lag screws are provided with L foot adjusting sliders and standoffs. Waterproof roofing sealant—Use a sealant appropriate to your roofing material. Clamps for standing seam metal roof—See "Frequently Asked Questions..." (p. 16). k9. 15 An U N I RAC Unirac Code -Compliant Installation Manual SunFrame Le Installing the array Safe, efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails, beginning with the lowest row and moving up the roof. C. Placing modules and cap strips, beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail. Before beginning, please note these important considerations. Footings must be lagged into structural members. Never attach them to the decking alone, which leaves both the array and roof susceptible to severe damage. For array widths or lengths greater than 45 feet, see instruction manual 908.1 concerning thermal expansion issues. Sample layout, illustrated in Figure 4 Assumptions: 12 modules (60'x 36"), arranged in 3 rows of 4 modules Array width = 144" (36" module width x 4 modules per row) Array length = 180" (60" module length x 3 rows) + 3" (11/2" end rail width x 2 rails) + 11/2" (3/4" between -module rail width x 2 rails) = 1841/2" 1. Laying out the installation area Always install SunFrame rails perpendicular to rafters. (These instructions assume typical rafters that run from the gutter to the peak of the roof. If this is not the case, contact Unirac.) Rails are typically mounted horizontally (parallel to the lower edge of the roof), and must be mounted within 10 degrees of horizontal. Leave adequate room to move safely around the array during installation. During module installation, you will need to slide one module in each row about a foot beyond the end of the rails on one side. Using the number of rows and the number of modules per row in your installation, determine the size of your array area following Figure 6. Page 16 Array width 01 (module width times modules per row) Figure 6. Installation area layout. Note: Module length is not neces- sarily measured from the edges of the frame. Some frames have lips. Others are assembled with pan -head screws. All such features must be included in module length. 1'/2- at each end of array Roof peak 3/— space between module rows Array r I length Module Rails length (see 3/a" caption) Module width ~ 1'/2" Array width 01 (module width times modules per row) Figure 6. Installation area layout. Note: Module length is not neces- sarily measured from the edges of the frame. Some frames have lips. Others are assembled with pan -head screws. All such features must be included in module length. SunFrame Unirac Code -Compliant Installation Manual ::'UNI RAC 2. Installing the lowest row of L -feet and rail In the lowest row, it is not necessary to use L -foot adjusting sliders, even if you plan to use them in subsequent rows. Install L -feet directly onto low profile roofing material such as asphalt shingles or sheet metal. (For high profile roofs, such as tile or shake, use optional standoffs with flashing to raise L -feet. L -feet must be flush with or above the highest point of the roof surface.) L -feet can be placed with the double -slotted side against the roof surface (as in Fig. 7) or with the single -slotted side against the roof (which increases air circulation beneath modules). Module -to -roof dimensions are listed on page 15 for both ar- rangements. QIf you are using L foot adjusting sliders, you must use the short side of the the L foot against the roof in the • first row. See Figure 9 below. If you are using both L foot adjusting sliders and standoffs, see the upper box on page 11. Install the first row of L -feet at the lower edge of the instal- lation area (Fig. 8). Ensure feet are aligned by using a chalk line. (A SunFrame rail can also be used as a straight edge.) Position the L -feet with respect to the lower edge of the roof as illustrated in Figures 7 and 8. ,Be, .. a ,Bei 41/ ,e1i � e°i /esu ,e1i ,®oi L feet Lag screw / / Always lag into slot ® nearest the bend a in the L -foot 23/4 Lower edge of installation area Figure 7. Placement of first L foot row. Drill a pilot hole through roof into the center of the rafier at each L -foot lag screw hole location. Apply weatherproof sealant into the hole and onto shafts of the lag screws. Seal the underside of the L -feet with a suitable weatherproof sealant. Fasten the L -feet to the roof with the lag screws. If the double slotted sides of the L feet are against the roof, lag through the slot nearest the bend in the L foot (Figs. 7 and 8). Utility slot for No. 10 screw Utility spboltSlot hexhefor /s" oting boll Roof peak Cut the rails to your array width, being sure to keep rail slots free of roofing grit or other Roof peak debris. If your instal lation requires splices, Figure 8. L -Foot t assemble them prior to orientation. attaching L -feet (see "Footing and splicing require- ments," p. 11, and "Material planning for rails and cap strips," p.13). Slide the 3/8 -inch mounting bolts into the footing slots. If more than one splice is used on a rail, slide L foot bolt(s) into the footing slot(s) of the interior rail segment(s) before splicing. Loosely attach the rails to the L -feet with the flange nuts. Ensure that rails are oriented with respect to the L -feet as shown in Figure 9. Align the ends of the rail to the edge of the installation area. Ensure that the rail is straight and parallel to the edge of the roof. Then tighten the lag screws. Figure 9. L foot orientation in conjunction with L foot adjusting sliders. The sliders include two utility slots to secure module wiring, combiner boxes, and other system components. Ns. 17 SH UNI RAC Unirac Code -Compliant Installation Manual SunFrame Using standoffs with L -foot adjusting sliders Two-piece aluminum standoffs may be used with footing sliders, although flashings may not be available to cover the entire length of the slider. Use the bases of the standoffs only in the lowest row. In subsequent rows, attach the shaft 't 1 With standoffs of equal length, orient L foot to compensate for height difference. This example assumes a rail seven times the length of the footing spacing (A). A splice may be located in any of the of each standoff to the slider using the slider's 3/e -inch hex - head bolt. Note that L -feet are positioned long side up on the lowest rows and with long side down in subsequent rows— in the same manner as an installation with no standoffs. If the standoff supporting the lowest rail is 1 inch taller than the standoffs on the footing sliders, place both L feet in the same orientation—either both long side up or both short side up. L -foot shaded areas. If more than one splice is used, be sure the combination does not violate Requirements 5, 6, or 7. Footing and splicing requirements The following criteria are required for sound installations. 3. Do not locate a splice in the center third of the span While short sections of rail are structurally permissible, they between two adjacent feet. can usually be avoided by effective planning, which also pro- 4. In a spliced length of rail, all end sections must be sup - motes superior aesthetics. See "Material planning for rails ported by no less than two L -feet. and cap strips" (p. 13). S. All interior rail sections must be supported by no less The installer is solely responsible for ensuring that the roof and than one L -foot. its structural members can support the array and its live loads. For rail lengths exceeding 48 feet thermal expansion joints may be necessary. Please contact Unirac. 1. Footing spacing along the rail (A in illustration above) is determined by wind loading (see pp. 5-8, especially step 4). Foot spacing must never exceed 48 inches. 2. Overhang (B) must be no more than half the length of the maximum footing spacing (A). For example, if Span A is 32 inches, Overhang B should not exceed 16 inches. ftz, 18 6. Interior rail sections supported by only one L -foot must be adjacent, on at least one side, to a rail section sup- ported by no less than two L -feet. 7. Rail sections longer than half the footing spacing re- quire no fewer than two L -feet. Modules should always be fully supported by rails. In other words, modules should never overhang rails. This is especially critical when supporting the short side of a non -rectangular module. When a rail supports a pair of non- rectangular modules by themselves (right), it must be supported by at least two L feet. The rail should be at least 14 and no more than 24 inches long, which will likely require a stringer between rafters to ensure proper footings. / Rafters Non -rectangular modules Rail SunFrame Unirac Code -Compliant Installation Manual H" U N I RAC 3. Laying out and installing the next row of L -feet With L -feet only: Position the second row of L -feet in accor- dance with Figure 10. Ensure that you measure between the lower bolt hole centers of each row of L -feet. Install the second row of L -feet in the same manner and orientation as the first row, but leave the lag screws a half turn loose. Be aware of the set-up time of your sealant; the L -feet will not be fully tight- ened until Step. 4. With L -foot adjusting sliders: Use a chalk line to mark the position of the slider center holes of the next row. The illustra- tion below provides spacing guidelines. The length of the module (A in Fig. 11) includes any protrusions, such as lips or pan -head screws in its frame. Attach and seal L -foot adjusting slider: Install lower lag first, footing bolt next, and upper lag last. Attach an L -foot with its short side up to each slider. Roof peak —� A = module length A Lowest row of L -feet (no footing sliders) A+ 1 3/16" A + 2 '/4" 4. Installing the second rail With L -feet only (Fig. 12): Install and align the second rail in the same manner and orientation as the first rail. After rail alignment, tighten the rail mounting bolts to between 30 and 35 foot-pounds. Lay one module in place at one end of the rails, and snug the upper rail (Fig. 12) toward the lower rail, leaving no gap between the ends of the modules and either rail. (If pan -head screw heads represent the true end of the modules, be sure the screw heads touch the rails on both ends.) Tighten the lag screw on that end. Slide the module down the rails, snugging the rails and tightening the remaining lag screws as you go. With L -foot adjusting sliders: Install rails on first and second rows of L -feet. Verify spacing by placing a module onto the rails at several points along the row. Adjust L -foot positions as needed. 5. Installing remaining L -feet and rails Install the L -feet and the rails for the remaining rows, follow- ing Steps 3 and 4. You may use the same module to space all the rows. When complete, confirm that: Module length +'/." (hole to hole) Figure 10. L foot separation. See the note on module length in the caption of Figure 4 (p. 9). Ate. V"L Align slider center hole to chalk line A + 3/4„ -- — ----- Align slider A - 3 114" center hole to chalk line Figure 11. If you are using L foot adjusting sliders, this spacing between rows places L feet at the center of their adjustment range. Snug Module Lag screw Lag screw (half turn loose) (tight) Figure 12. Position and secure top rail. • All rails are fitted and aligned. • All footing bolts and lag screws are secure. • The module used for fitting is resting (but not se- cured) in the highest row. fts, 19 0" U N I RAC Unirac Code -Compliant Installation Manual SunFrame Lo Material planning for rails and cap strips Preplanning material use for your particular array can prevent assemblies and cap strip assemblies need to be cut and structural or aesthetic problems, particularly those caused by spliced from 192 -inch sections of rail and cap strip. The very short lengths of rail or cap strip. This example illustrates example illustrates one means of doing so, without violating one approach. structural requirements or aesthetic goals. Structural requirements for rails are detailed in "Footing Rail segments come from five 192 -inch lengths, lettered A and splicing requirements" (p.11). Structurally, cap strips thru E. Rail A, for example, is cut into two 96 -inch segments, require: with one segment spliced into each of the first two rails. • A screw in every prepunched hole (which occur Similarly, five 192 -inch cap strips are designated V through every 8 inches, beginning 4 inches from the ends of Z. the rails). All cap strip segments are cut at the midpoint between • One screw 4 inches or less from the each end prepunched screw holes. For each rail, start with the cap of every rail segment. Wherever there is no strip segment that crosses the array center line, and position prepunched hole within 4 inches of an end of a over the center line so that the appropriate holes are spaced segment, drill a 1i4 -inch hole 2 inches from the end equally on either side. of the segment and install a cap strip screw. (In Position each cap strip onto its rail and mark its trim point. most cases, you can avoid this situation with good Remove and trim before final mounting. material planning.) Preliminaryfooting and splice positions must be Structural requirements always take precedence, but usually checked against structural requirements in "Footing good planning can also achieve both material conservation and splicing requirements" (p.11). In this example, and superior aesthetics. This example conserves material the center of the array is offset 2 inches from the center A and achieves two specific aesthetic goals: rafter. This prevents rail splices BD (3rd rail) and CE • Cap strip screws must align across the rails. (4th rail) from falling too close to the center of the spans between footings (Requirement 3, p. 11). Because foot- • End screws must be equidistant from both sides of ings are not visible from ground level, there is negligible the array. aesthetic loss. The example assumes an array of three rows, each holding five modules 41 inches wide. Thus, four 205 -inch rail Array center line II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II Trim line (array edge) I II II II II II II II II II II II II Trim line (array edge} -►� • V 112" • I • II II II ; ; X 96" 1 st cap strip II II C 83" ; ; ; ; ; ; E 122" ; ; 4th rail I II 11 III • • W 1 12" • ; ; ; II II II II II •; ; X 96" ; 2nd cap strip II I. B 83" II II II D 122" {I 11 II 3rd rail II • V II II .I 80^ .� .I : �� II . .I Y 128" 3rd cap strip A 96" C 109" ; ; 2nd rail 11 II LLf f II I I I I y/ 80" •; ; l� �' -rU� I I ,J f .I I � I I Z 128" 4th cap strip A 96" ;; ;; ;; B 109" ;; 1st rail II II III II �� I 11 I II II Usable remainder: D, 70"; E, 70"; Y, 64'; Z, 64" fts• 20 ki o SunFrame Unirac Code -Compliant Installation Manual 9:' U N I RAC 6. Securing the first module Gather sufficient lengths of cap strip to cover the length of the first rail. For maximum visual appeal and material conservation see "Material planning for rails and cap strips" (p.13). Slide the first module into final position at one end of the array. Lay the remaining modules in the top row, leaving a gap about a foot wide between the first and second modules (Fig. 13). The temporary gap allows the installer to place one of his feet between modules. He can access the section of the cap strip he needs to secure while leaning toward the peak of the roof. For the time being, the last module may overhang the rail by up to one third its width. Attach the end of the cap strip with the cap strip screws (Fig. 13, inset), so that the upper end of the first module is secure. strip screws 1/3 module width Do not install second cap strip until lower modules are placed Figure 13. Begin cap strip installation. QThe structural integrity of your array requires that cap ' strip screws fully engage the threaded rail. Use the cap strip screws supplied with your cap strips. Any substitute screws must be 1/4-20 Type F thread cutting (18-8 stainless steel) and the correct length. See Table 4 (pg. 15) to match screw length to the size cap strip in your installation. QEvery cap strip segment must have a cap strip screw 4 inches or less from each end. If the nearest predrilled ' hole falls more than 4 inches from any end, drill a 1/4 -inch hole 2 inches from the end and install an additional screw. QWherever it is necessary to make a new cap strip hole, drill a 1/4 -inch hole before installing the cap strip screw. 7. Installing the remaining modules in the top row Slide the next module into final position and install the screws to secure it (Fig. 14). For a neat installation, use cable ties to attach excess wiring to the rail beneath the flanges. Unirac's cable ties can be attached to the SunFrame rail by drilling a 1/4 -inch hole in the rail and pushing the end of the tie into the hole. Continue the process until all modules in the top row are in final place and secured from the top. When complete, every prepunched hole in the cap strip will be secured by a screw, and the top end of the first row of modules will be secure. 8. Installing the remaining modules row by row Repeat Steps 6 and 7 for the remaining rows (Fig. 15). Each subsequent cap strip will secure the tops to the modules being installed and the bottoms of the modules in the row above. Place the final cap strip in the lowest rail, securing the bottom of the lowest module row. 1. Slide Figure 14. Position and secure modules one by one. NEWE9-1 — Figure 15. As modules slide into place, the stepping gap shifts, always allowing access to the section of cap strip being secured. fts< 21 ::°UNI RAC Unirac Code -Compliant Installation Manual SunFrame 9. Installing the end caps Attach the end caps to the ends of the rails by securing with the truss head sheet metal screws provided (Fig. 16). Figure 16. End cap installation. Table 4: PV module, cap strip, and cap strip screw compatibility To ensure code compliance and a structurally sound array, cap strip sizes and cap strip screw lengths must be compatible with the PV modules in your installation. All cap strip screws must be A-20Type F thread cutting (18-8 stainless steel). Module thickness or type inches mm Cap strip cross section Cap strip size Required screw length (inches) 1.34-1.42 34-36 C W, 1.50-1.57 38-40 D %11 1.77-1.85 45-47 IT F I,, 1.93-2.01 49-51 7T E I A Sharp lipped modules G I,, Sanyo lipped modules 1 1 H %," 22 SunFrame Unirac Code -Compliant Installation Manual dF U N I RAC Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? SunFrame L -feet will mount to the top of the S-5! clamps The answer depends on the orientation of your L -feet and with the 3/8 -inch stainless steel bolt provided with the S-5! the length of your standoffs, if used. See the illustration ap- See www.s-5solutions.com for different clamp models and propriate to your installation. details regarding installation. How can I seal the roof penetration required when When using S-5! clamps, make sure that there are enough standoffs are lagged below the roofing material? clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers' and MRI specifications regarding Many types and brands of flashing can be used with Sun- wind loads, etc. Frame. Unirac offers an Oatey® "No -Calk" flashings for its steel standoffs and Oatey® or Unirac flashings for its Module thickness aluminum two-piece standoffs. See our SunFrame Pro -Pak varies Price List. I How do I attach SunFrame to a standing -seam metal 2'/4-+ i/8 - roof? �= + A good solution comes from Metal Roof Innovations, Ltd. o (MRI). They manufacture the S-5! ' clamp, designed to at- —� tach a wide variety of products to most standing -seam metal roofs. It is an elegant solution that eliminates flashings and Module thickness penetrations altogether. varies 21/4"+'/8" Module + thickness varies - - 7/8 ± 1/8 f I Standoff height 3i/8-+ i/8" f (3 4 b or 7 6 all ± /a") 13/4-± i/8- . L Pos, 23' .. M UNI RAC Unirac Code -Compliant Installation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac, Inc., warrants to the original purchaser ("Purchaser") of product(s) that it manufactures ("Product") at the original installation site that the Product shall be free from defects in material and workmanship for a period of ten (10) years, except for the anodized finish, which finish shall be free from visible peeling, or cracking or chalking under normal atmospheric conditions for a period of five (5) years, from the earlier of 1) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty"). The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded.The Finish Warranty isVOID if the practices specified byAAMA 609 & 610-02 —"Cleaning and Maintenance for Architecturally Finished Aluminum" (www.aamanet.org) are not followed by Purchaser. This Warranty does not cover damage to the Product that occurs during its shipment, storage, or installation. This Warranty shall beVOID if installation of the Product is not performed in accordance with Unirac's written installation instructions, or if the Product has been modified, repaired, or reworked in a manner not previously authorized by Unirac IN WRITING, or if the Product is installed in an environment for which it was not designed. Unirac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by Purchaser under any circumstances. If within the specified Warranty periods the Product shall be reasonably proven to be defective, then Unirac shall repair or replace the defective Product, or any part thereof, in Unirac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of Unirac's liability with respect to this limited Warranty. Under no circumstances shall Unirac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product Manufacturers of related items, such as PV modules and flashings, may provide written warranties of their own. Unirac's limited Warranty covers only its Product, and not any related items. wog U N I RAC 1411 Broadway Boulevard NE „� ME Albuquerque NM 87102-1545 USA 24 0 ' NOTES RESIDENTIAL C, ✓`P i�i^�' PERMIT NO. 042-010-091 05-1749;-- MEESTER, MARTIN 3580 BELL ESTATES DR.,CHICO Cont: ROBERT T. HILL ;CABANA & CELAR ! �.� r'c-z- i. i t k j' SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER a 1 1 1 � , • � � -23 -OCA JOB FINALED (Date) i ' '-.Signature �i • t f 1` SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER a 1 1 1 � , • � � -23 -OCA JOB FINALED (Date) i ' '-.Signature 4=OK 0= Not OK • = NotReady Applicable . =Not Re ' MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L'ftJ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test-Regulator-Connectoi` 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses . 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B- Date Card B-1 Date POO lans) OK except #'s et -Easements s; Compaction -Structure Stability Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Box Enclosures-Panelboards-Ins. to Main Conduit 9. PPft Department Approval lumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date �-Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 CP E, P 50M S//ice OK Not OK Not Applicable Not Heady RESIDENTIAL (Single & Duplex) Date MpEfiFLOOR (Plans) OK except #'s ing-Setbacks-Easements-Flood-Slope ke"Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped d Downs and Special Anchors Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel ' ) D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 10 r , 65 Card B-1 12. Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. ent-Access-Combustion Air Baffle �tsr-Pipe• Test & Anchor -Nail Protection D. Test Fittings & Anchor -Nail Protection 21 c 6 bxb .,Shower Pan; Test, First Floor -Tub Access - T ub & Shower, Second Floor -Tub Access Ipe; Sixe & Anchors 23_.F.tr�nkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 4. Fe-& Transformer Clearance -Ins. Protection 25 1 . Receptacles Sr)acinq-Lights & Switches at Doors Sze B . es & No. of Conductors Stapled omexJnstalled Close to Edqe of Studs & C.J. Ip. round made up w/Mech Fasteners -Bond Gas & Water 222 ianc ircuits in Kitchen & Conductor Size GFI 30 Sub eed Wire Size/ /aa. Cu or AI -AC. Wire Size/ /qa Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral 0 Yes 0 No T2 -Riser Conductors & Ground Main Disconnect 33-fa--uio. Clearances Panels-Motors-Mech. Equip. Detector Date 4 ;LA 4 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s a6-kC-Ducts Insulation & Support ent Fan, Exhaust above insulation .38-Gandensate Drain & Overflow, Size & Grade 3&. -Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet is Access & Platform if Furnace in Attic D Card B-1 Date Card B-1 Date Card B-1 Date Card B -1i, Date FRAMING (Permit) OK except #'s 4&_,8itrProper Materials & Anchors s Studs -Nailing Spacing & Braces -Plates -Sound Barin ails over Girders & Floor Nailing 4 raft in Walls (rat proof) it t ps, Furred Ceilings -Stairs -Chasers -Tubs 4 .,Headers & Beams -Size & Bearing Date FRAMING (Continued) 4L_kiangers-Rost Caps -Anchors -Connectors S�k'aQ-Joist-Rftr. Ties- Purlin-Roll Brac: Truss-Shting: Rtng. 49,-Fi e -p -ace Ties or Type AFlue-Fireplace Throat Clearance 4Q- tfic- -ccess; Size & Romex Protection -Draft Stop -Ins. Baffles _58dRn-iAlindows or Exiting Doors -Sill Ht. & Dimensions _ 52-,-GmsgT ite Protection Framing -RC Channel et Line Firewall & Openings 54e-EZ-06ors-One 3' -Check Garage 3rd Story, 2 Exits 55-Staim, Width -Headroom -Rise -Run -Landing -Fire Protection 56,44ywood on Roof Overhang -Attic Vents -Rafter Outriggers _ iding-Nailing Veneer _ o Mesh -Drip Screed -Fd. Vents-Underflr. Access 5'9. Glazin -Glass Pr ctio lights -Plastic ear Walls; NaUiR-8 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Cana B-1 Date Card B-1 Dat Card B-1 Date Card B-1 Date FINA tans) OK except #'s 600"Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - Above Floor-Ducts-Mech. Protection 68. GIRL & Bath Fixtures & Tub Access-Soa / G9! Elec Trim & Subpanel, BreakefSizes & LhWs )j/j) Stairs & Rails 5C0?0lf1 _ 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. skit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter _ 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. jo-Garage; Above Floor-Mech. Protection Plb.; Elec. & Mech. Equip. Listed for Location _ 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps _ 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following InstldJDrive D Yes D No/Walks D Yes O NO/Planters O Yes D No 84. §Iucco Brown -Finish ,JeA.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date 5 - 1?,O p Card B-1 ( $- Date Card B-1 Date Cy 23_OG Card B-1 �t�] S Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ..s-•,-, .� ..r,y� � ; 5-.. 9 r l '_....-tom.-...-.-._- _„^-..ter"v. �-�r 7.- ��;�r4-�.-.: ~ ' COUNTY OF BUTTE' ' . . F=° BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ' 7 County Center Drive • Oroville, CA • (530) 538-7541 ` CORRECTION NOTICE �a OWNER PERMIT N0: e', h2 A routine inspection indicates that the following violations of Butte County Ordinances exist at t the above address *and should be corrected. Please call for re -inspection when correction of '": work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. S — 1'7 - O I M NDate REV 4/05 Phone.#�`�` FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 th. . ku, COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE k:4 . �- OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional ' explanation, please contact the Building Inspector as indicated below. ay,'FI• IJa.a. rr TV.. . Date J - W L(�e Inspector REV 4/05 Phone # 5 n Z Er_ FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 01. r COUNTY OF BUTTE - BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. �A routine inspection indicates that the following violations of Butte County Ordinances exist at << the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Zq e"44 Date / Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 A COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 Y. F: CORRECTION NOTICE _4:: OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. ` ! ( n 5 1&1 P'l . Q e k. en 1, t bra d � .0 � �-� � • l r �¢ s a--�--5 .L� . .a0_ r �54 rxl . r .o- I `S , r3• 0 Ab,,,/ )'�� Date `� Inspector— EY nspector k.REV 4/05 Phone # q, ; 'FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 r: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE � 7 OWNER PERMIT NO. „. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of/ work is completed. If you have any questions pertaining to this matter, or need additional y explanation, please contact the Building' Inspector as indicated below. ,z. � to �/►! / Lam. - v G - .7 G � + y3 - 'Y DateInsP actor REV 4/05 Phone # §. FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 4 y3 - 'Y DateInsP actor REV 4/05 Phone # §. FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 1 January 20, 2006 Butch Meester 3580 Bell Estates Drive Chico, CA S Re: New pool cabana Owner: Butch Meester Location: 3580 Bell Estates Drive, Chico iF To Whom It May. Concern: t This letter is regarding the shearwalls that at *require 3x framing at vertical joints for the new cabana at the above location. With this letter the 3x framing can be replaced with 2-2x studs nailed together with 2 rows of;'46d sinkers at 12" on center. The edge nailing at the vertical joints shall be centered on each doubled stud. This nailing is typical for the full height of the stud. 3! r j+ Please contact me if you have any questions at 892-1100. { Sincerely, Jeff Richelieu, PE Streamline Engineering= & Building Design . rt Page 1 of 1 i • 60 INDEPENDENCE CIRCLE, SUITE 201 CHICO, CALIFORNIA 95973 • PHONE: (530) 892-1100 • FAX: (530) 892-1115 • .� NOTES RESIDENTIAL PERMIT NO. 042-0 l 0-091 05 1741- _ MEESTER, MARTIN M 3580 BELL ESTATES DR.,CHICO Cont: ROBERT T. HILL �- POOL (MSTR 01-506) i C P�c, k t SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. .� " a• SPECIAL INSPECTION ITEMS �.. VERIFY USE PERMIT CONDITIONS', SUB -STANDARD HOUSING LETTER i Y JOB FINALED (Date) w ,Signature \ C�`'�"'�.1 ► ��.`�� J=OK 0 = Not OK p Not Appli . = Not Readcable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) S. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ P' L "ft1 P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connect& 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOL1pns) OK except #'s 1 cks-Easements 2 Compaction -Structure Stability Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Sec.; Pool Lighting; 15 Voles-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. Bo -Enclosures-Panelboards-Ins. to Main Conduit 9. Department Approval P b.; Cir. Test -Water Suppl st Niche nclosure; Fencing- arms Dat Z .(f Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 3 60;Yvf cffl_r 4=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Gmd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Meth Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Aft -Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Botts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following InstldJDrive 0 Yes 0 No/Walks O Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: L tJ At \ IS ✓? 5 :jt PERMIT NO. 3453-88B,P,E,M .' PERMIT EXPIRES O �q / OWNER BUTCH MEESTER n CONTR. Stornetta Const r'-1" ia5 oar '{ ASSESSOR PARCEL 42-01j2port N.Bell Estates Dr, Chico LOCATION R.. r- /� .. I Ali a /fit Jn L��• •\ - 4 �,� C��/�• "jr � rill ..(J I+►y; .. S, Temp. Power Pole I Called PG&E .d ..Temp. Elec. Service ^ —Y9 Called PG&E '.Temp. Gas Servicenf/� GC, lens 0�✓% l% -g • �S Called PG&E JOB FINALED (Date) /I — O`` - D r, i Signature ' = OK 0 = Not OK - =-Not Applicable = Not Ready MOBILE HOMES ' MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch If 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / P1 ft. / /"Nat. or/ PV ft./ /"LPG 7. Utilitv Clearance Card -131 Date Card -131 Date Card -81 Date Card -61 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/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Card -131 Date Card -131 Date Card -B1 Date Card -61 Date t Date • DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms-Rftrs.-Connec.-' Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -,Decal -Enclosures 6. Carports; Windows -Doors 1 7. Elec. _ 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses4 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings , SI 1 1 Card -131 Date Card -131 Date Card -131 Date Card -131 Date 1 Date POOLS (Plans) OK except #'s 1, 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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -81 Date Card -B1 Date Card -B1 Date Card -131 Date ' r = OK O=NotCN, = Not Abp,tca4oJg RESIDENTIAL (S,�ngle9and Duplex) , . = Not Rudy Date. UN FLOOR (Plans) OK except #'s cN ? C Date MAMING (Continued) Zoni g -Setbacks; -Easements -Flood -Slope 4 . angers -Post Caps -Anchors -Connectors t . Main; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth I . C g. Joi tr ie Purlin-Roof Bra ng. Rfng Ties or Type A Flue-Firkface T at Clearance Ftg. arage; Soils -Steel-/ /" Ftg. DepthQDFireplace g. Porches &Decks; Soils -Steel-/ Ftg. Depth 48. AtticAccess; Si"Ro0i15'x ProtectiorCDraft Sto n Baffles temwalls, Main; Steel- Bloc kouts-Wrapped drm. Windows or Exiting Doors -Sill Hgt. & Dimensions P-It-ernwalls, Garage; Steel- Blockouts-Wrapped 5 arage Fire Protection Framing 7. SI •; Steel -Wrapped 5 perty Line Firewall & Openings Pie Fireplace Ftg.-Steel . Ext. Doors -One 3' -Check Garage -3rd story' 2 exits W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test3. St , W dd*--HeaWocm-f;iiw--R Landing -Fire Protection i_oedv Pipe; Size -Anchors ywood on Roof Overhang -Attic Vents -Rafter Outriggers je%api'Pipe; Test -Anchors -Regulator -Service Test 60 Siding -Nailing Veneer 1 e trfc; lfad�dv 56. - . Vents- Und r. Access' Hums & Ducts; Clearance-Material-Supprt-Ins. Glazing Ay-GlassZotection-Skylights-Plastic ders-Sills-Anchor Bolts-Joists-Vents-Cripples51&-thea ails; N ng -Bolts 5 --30 -99 111 Insulation 9 Insulation-Walls-Clg. !filtration-Walls-Wndws Card -B1, Dat L Card -B1 , Date - /9- S ; Card -B1 Z,5- Date -19--? Card -B1 %Z/S , Date V-,.) 0-o- j Card -B1 / 14 Date I -JZ -$ Card -B1 Date Card -81 Date Card -B1 Date Date PLUMBING (Per • 0 xce t #'s. 16. Water Ht. V t -A ess- ombustion Ai a e Date FINAL OK except #'s ater Pipe; 0t 9Eo Nail ion 6.1.E oor & Sidelight Protection -Landings oke etector W.V.; es F s c o -Nail P ction 19. Shower Pan; Test, First Floor -Tub Accessnace; Vents -Clearance -Comb. Air-Connector- In ge; Above Floor -Ducts -Meeh. Protection e�Tub & Shower, 2nd Floor -Tub Access 2"as Pipe; Size & Anchors !e om xiting ath Fixtures & Tub Access -Spa Ele Trim• & Subpanel; Breaker Sizes -Labels .7, Card -61 �_ Date��S''$ and -B1. Date ails Card -61 Date Card -131 Date r ace or Stove; Clearances -Hearth 9 utlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s • " it. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 2 Fixture & Transformer Clearance -Ins. Protection . lec. Outlets & Receptacles at Kit. Counter 3. Elec. Receptacles Spacing -Lights &Switches at Doors 4 72„�+age Fire Door; Swing -Landing -Closer ize Boxes & No. of Conductors -Stapled iC. ct in Garage -Damper Amex Installed Close to Edge of Studs & C.J. 7 r. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection quip. Ground made up w/Mech. Fasteners -Bond Gas &Water 2 2 Appliance Circuts in Kitchen & onductor Size/G.F.I.Ib., ec. &Mech. Equip. Listed for Location or Au or AI feecl Wire Size / / ga. Cu o C. Wire Size / /ga. CuC 7 e . Receptacles in Garage; (G.F.I.)-Romex Protec. ga. Cu or Al. Insulated Neutral Yes No P. nsulation-Foam-Looked in Attic es uard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect n. Vents & Crawl Hole Door -Dr ainayyEE & Wood -Earth' arance Looked under Floor i�Yes 34--1I5q'uip. Clearances Panels-Motors-Mech. Equip. 32 9pthes Closet Light -Shower Light -Spa Light Following instld.; Drive es ❑ No; Walks ❑ s ❑ No; Planters ❑ Yes CrNo moke Detector etT7SMt.7;4'-Brown-Finish Card -81 \J, -';S, Date'"l- ft-MCard-B1 Date C. Unit; Disconnect, Electrical, Plumbing Card -131 Date Card -B1 Date nts Above Roof; PIbg.-Appliance-Firep I. -Clearance to Openings. Date MEC NICAL (Permit) OK except #'s 8iVdter Well; Disconnect, Electrical, Plumbing 3W.C. Ducts Insulation & Support 8 erior Elec. Trim; G.F.I. Receptacle -Underground 3 Vent Fan; Exhaust above insulation 8a,*gntilaeon throughout House 3 Condensate Drain & Overflow; Size & Grade 84.6Ws Protection 7 Fur ce-Vent; Access -Comb. Air -Return Air Vent -115 outlet orrections from Previous Inpections /i.. 15 -¢s Ggi ttic Access & Platform if Furnace in Attic 89. Gas T_01 -Meters Tagged; Gas- is 5- /o-8946 ft -Water & Sewer Connected -C/O to Grade -HD Approval Pelifnergy Compliance Certificate -Other Certificates Card-B1T21P U Date Card -B1 Date 9 800fing Certificate Card -131 Date Card -B1 Date Card - Date /-_T0and-B1 Date Card -8 AA ate A Card -131 Date Card- 1 at " _ Card -131 Date Commen s at Final: Date FRA ING (Plans) OK except #'s jJls, Proper Material & Anchors Walls Studs -Nailing, Spacing & Bracing—Plates-Sound Baring Walls over Girders & Floor Nailing 4.2 Draft Stop in Walls (rat proof) C422kre Stops; Furred Ceilings -Stairs -Chases -Tub 44"HeAdpw & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) t o - IT -1 Z �. F C 0 N. F 0 R M N C. E ,. NE UNDERSIGNED MANUFACTURER HEREB Y " CER TIF/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in S PR T Nr.F T F1 n nR Fr nN , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. J08 NAME: KELLER LUMBER SALES JOB LOCATION: REDDING, CA CUSTOMER'S ORDER NO. 1 9 1 5�,7/27/81 2616—C DATE MFGR'S ORDER NO. TITLE QUAL I TY - CONTROL ADDRESS_ PROOF LOADED END JOINTS -DMPANV ROSBORO LUMBER CO SO 22ND ST DATE 8/22/88 A/TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in. respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC Certificate No. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION RECEIVES Eatte, Count _ _ LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE # OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7541 October 31, 1989 RONALD D. McELROY Deputy Director Butch Meester RE: Building Permit No. 3453-88 831 Greenwich Drive Expiration Date: 11-10-89 Chico, CA 95926 (A.P. No. 42-01-91 ) Dear Mr. Meester: With reference to the above subject, our records indicate that your Building Permit. expires on the above date. Building permits are valid for one year and should construction be started but not completed by the expiration date of the permit, the permit shall be renewed for 1/2 the ;original Building Permit fee (plus a $10.00 "Filing Fee"). The renewal permit will extend the Building Permit for an additional year from the original expiration date. Should you not.renew.your permit in a timely manner, it cannot be renewed and all work must ceaseuntil a new building permit. is -issued. If your construction is'completed or should you have any questions concerning this _ matter, please 'contact the. Chico office. For your convenience we are enclosing a renewal application. form and an owner -builder form to be completed and signed.by you where indicated and returned to this office together with the fee shown. Please return all copies -of the application form. Thank you for your prompt attention concerning this matter. Yours very truly, William Cheff Director of Public Work J.F. Glander Chief Building Inspector JFG:ahb Attachments: Permit Application ,-- Owner-Builder Information Owner -Builder Verification: cc: Building Inspector- Chico Chico - 196 Memorial-Way/891-2751 Paradise - 747 Elliott Road/872-6307 y``4 OF TIM�� y V C W ti AIT -C CERilFICATE OF z CONFORMANCE IHE'UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of ,the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, bt yjhura4lued Laminated Timber, and that such manufacture has been at our plant in ' , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: Keller Lumber Sales for Stock'.... JOB LOCATION: Redding, CA CUSTOMER'S ORDER NO. PO#356 DATE 10-17M 88 ORDER NO. 4852-D 24F -V4, WP Glue, Arch. App., Indy. Wrap SIGNATURE -1.✓ �� /Yt{' COMPANY DmO-MITI TITLE Quality Control ADDRESS POB 297, Drain, OR DATE 10-31-88 AITC HEREBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of. said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC Certificate No. 4 8- 4 6 2"A AMERICAN -INSTITUTE OF TIMBER CONSTRUCTION RECEIVED ..1!.) .. r .. '` [. •' .. n[ tel: s.�.' -i, {r ^=r, KELLER LBR. SALES - . ® 1983 AMI FORM IBCA RICAN INSTITUTE OF TIMBER CONST .i _ AIT -C: CER IFICATE OF CONFORMANCE /HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in 4rv;cchrme�_ j)g , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: Keller Lumber Sales for Stock JOB LOCATION Redding, CA CUSTOMER'S ORDER NO, PO#370 24F -V42 WP Glue, SIGNATURE DATE 10-191&S &S ORDER NO . App., Indv. Wrap 4860-A COMPANY American Laminators TITLE Quality Control ADDRESS POB 99, SWiSSr10meI ORATE 11-1-88 AITC HEREBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said 'Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC Certificate No. 484813 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ECEIVED [OV - 119.88 _LER LP. SALES AITC FORM IBCA ® 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION Owner: i. Permit No. ENERGY C'ERTIFIC'ATION Bell Estates Drive, Chi rn, ('A- LOCATION aLOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material -Brand Name Thickness(inches) Thermal Resistance (R Value) EXTERIOR WALL MaterialFiberglass batts Brand Name Owens-Corning Thickness(inches) 671L" Thermal Resistance(R Value) E19 CEILING Batt or Blanket Type Thickness(inches) Loose Fill Type FihPrglags Minimum Thicknesi(Inches) 151" Area covered(ft: )°- - -"-1527- FLOOR, "-1527•FLOOR, ELEVATED .Material Fi hPrgla,_q hat-ta Thickness(inches) 61" FLOOR, SLAB Material Thickness(inches) W idth(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance(R Value) Brand Namenmyc=Cnrnin9 Number of Bags 3_ Wt. .per bag 31 -lb. Thermal Resistance(R Vaiise)''_g_ -Brand Name Owens-Corning. Thermal Resistance(R Value) R19 Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. Loerke Insulation Co. 499150 FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. !� September 15, 1989 SIGNAtME OF INSTALLATION APPLICATOR DATE I.hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as - required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. FIRM NAME/OWNER (Please print) STATE CONTRACTOR'S, LICENSE NO. SIGNATU F (IE.NERAL CONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. 1 January 1984 t .1 OWNER COUNTY OF BUTTE DEPARTMFENT 0P PUBLIC.WORKS 196 Memorial Way, Chico - Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE 5: - 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. s- Inspector- Date / / 2 �1 "i�-f�i�+"'+:.FK'F�l, h,++�yr�=�`^•��r"r:"y`'it"'"t"+�:4 �I, s`'�•'�;�{'�iwµls�*S�'3tiec Z COUNTY OF 19UTTE �• DEPARTMENT OF PUBLIC WORKS + 196 Memorial Way, Chico —'Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872.-6307 CORRECTION NOTICE 3 —Fd11- OWNER 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 cor ction of work is completed. If you have any question pertaining to this matter or need additional explanation, please contact this office immediately. ;S -&- -. 1 // A _ A . Inspector_ Date COUNTY OF 19UTTE DEPARTMENT'OF PUBLIC WORKS 196 Memorial Way, Chico — ,'hone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872.-6307 CORRECTION NOTICE OWNER PERMIT NO. .i 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, oT need additional explanation, please contact this office immediately. � 1 F p9Inspector Date — If ^ o h. { COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS j 196 Memorial Way, Chico - Phone: 891-2751 7 County Center Drive, Oroville - Phone: 538-7541 747 Elliott Road, Paradise- Phone: 872-6307 CORRECTION NOTICE n OWNER T 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. rn rz v -P r' 0 I P u -C4 c -2 �3 Or P. 4- C1 v QuC7� /PG � a - c ,P s -7- C, / 1,A B Inspector , L1,2 Date / v i ` COUNTY OF BUTTE ri DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 3Ll5-'� - 8 � WNER 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 — I � - �� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico'— Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 '" t 747 Elliott Road, Paradise— Phone: 872-6307 t , CORRECTION NOTICE IIS QQ��In� �� -)—?d) OWNER � _ � � _ ��/ 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. Iq� Inspector�A Date `� C 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 OWNERPERMIT 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, r need additional explanation, please contact this office immediately. I A Lo; U I VOW, L r �Mll � M ��R - Mw A —a QW-0AVW-,MAWW-A-.-R 0 a MIA FA VA M WA OVER XTH �MAWniff:11111WA- Gp-� - 16.k( r COUNTY OF BUTTE • DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 -• r CORRECTION NOTICE OWNER ; .!' PERMIT NO. rw A routine inspection indicates that Ithe following violations of County Ordinance exist at the above address and shoulebe corrected. Please notify this office when corre tion of work is completed. If you have any. question pertaining to this matter, need additional explanation, ,please, contact this�office, immediately _ in _ A n ,11111, Kim- F ^ ��- �_ Inspector- /V�1L�X Date �R`r•.y,,.. r v----"'�.-�r-...r�- 1c-:..�.-n-...s...,.rr=•z.�Yar.-..-,..'..y,....-r•- ,,�"y F .3 .y 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 3 -�Y T 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. e rbo J4 ��%nu-)en— --< .4 4,P<4 ( :.o . I.' [IPLA�C -in 4:2rA 'n/ barT irI 'q'. n nn� k Ct. 11 Gt 5 knr Inspectors !�3 e e Date ;n•L-�.7+sw...�;. �-+--.r�,+...�--h-.-rw�+'s..�-.�tiW"b-''c;.-ate "iir},•r= � �..,..: .. .�..... s...w.w--.v.ry�r-+�.'-�t.'t+%-N COUNTY OF BUTTE bEPARTMENT 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 OWNER 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 wheh correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. _Z .Y A) rte.2 11,1, f AP t", Y, G /- eh x t Inspector -RAI :5 S lT7 Dateg'— +.`.,�i"+i�::•i%g,S''�-7�„L''c"'•'^*�:.iv}s�.�:.�'x''*y`�;�,Y,�,-;�"i��1.'.rRT•:•vs.wo:'3rWas•�`.xa+•a:.c«��s:v.w...r..- �`; • w COUNTY OF BUTTE �"R y 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 �u c(q___ A e e54Pi -315 3—"—Kg' OWNER 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, need additional explanation,, please contact this office immediately. ti • Y 4� ..4 ER COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico - Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise - Phone: 872-6307 CORRECTION NOTICE 53- RMIT 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 ne additional explanation, please contact this office immediately. S 3) 1 n9ci ! Jk a A, c r! G Inspector -L 5�:e �� Date�� o� I IS- .r„�,,.�.,�,,yii�P�-^�'.,,.t-T..x�in�'t ��•�'}�.�irti•� ,1, L 'COUNTY OF BUTTE DEPARTMENT OR 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 ri CORRECTION NOTICE eCo54c OWNER am 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. �Cra U 1d x- pf-.9 s5 u+r-e %c 5-1- fv r - a // - OW o .0i D,e- Aa 5'5;.j 4; Al r V InspectorQ � Li 5 e' 1 Date CIT / COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PER 0. 7 County Center Drive - Oroville, 9al?fornia 95965 - Telephone: 916/538-754. 6a APPLICATrON Alb PERMIT ASSESSOR PAR EMBER c{ Z ,C P ZON 5 BUILDING PERMIT WNER 15 VTr-" Mee-M--.� TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 83 i �P�.-��%t c.L* oa • wt CONTRACTOR'S NAME TELEPHONE 13 -&G -S6 q o VU CONTRACTOR'S MAILING ADDRESS Fireplace 1 14 Is -do." CONSTRUCTION LENDER UNKNOWN Total Valuation is a Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 00 ARCHITECT OR ENGINEEP, c.oL.0eft" LICENSE NO. Plan Checking Fee ,$ ' ` IV Energy Plan Checking'Fee $ 0 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING D gqAD SS ^ V.. CO Ijrt_� Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 • Solar or heat pump water heater20.0 LOT O. SUBDIVISION NAME PARCEL MAP Water piping 5.00 a 1, Each qas water heater or vent a 5.00 USE OF STRUCTURE SF;K Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 g vU Building sewer 5.00 S, QA Mobile Home JSFG W V0.00ea TYPE OF WORK New � . Addition ❑ Remodel ❑ Utilities ❑ Installatio EJ Other ❑ Describe work: s, ��, D. -of w aC. 2 CQ.nrir�r_ cL�,- , e goal,,— i s f"-•%�trS , Permit Fee 7/. $ 0 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORSLESS 10.00 b 100 Main service EA. ADD'L 100 AMP 2.50 !N LICENSE LAW I declare under en t�ofer'ur p l y (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 camper- 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 CONST. DWELLING OCC N� OR ADDNS. ACC.LGS `ft .S , 3 U NEW CONSTR U TI.OUTL T NON.RESIO .BRA CH CIRC ITS 2.50 ea (POWER APPARATUS eI SINGLE OUTLET CIR. Ex. OCCup(OUTLETS OR FIXTURES 20050t SALoso FIXED Ex. Occup. OUTLETS P(RESID )REAJ 2.00 Temporary servic Q+sQ 10.00 /Q em Mobile Home Facilities 15.00 ' Misc. Wiring 15.00 ! DU Permit Fee $ /70. Contractor ORKMEN'S COMPENSATION INSURANCE I declare unde#6alty 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. X71 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 shal I be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating ,,5 6 • Cooling 00 j ;oa Hood 3.00 , 00 Ventilation 115 ev Permit Fee $ Contractor I certify Shat 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. 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 County in consequence of the granting of this permit. X Date 1O •Z%'" 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 stories In height. Mobile Home Installation Fee $ Energy Inspection Fee $ Q, TOTAL PERMIT FEE $ ,jI i gseuP. CON9T.TtPC 41\x, 9cHao Loop°' PD/1 IV/ HD 3 This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By. PER XPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. y WHITE-D.P.W.. YELLOW -ASSESSOR, PINR-INSPECTOR. GOLDENROD -APPLICANT i r r y �r u � R a , f lfr '. � 1 Lv€ .�„ ,r . t .�. ,. z,Y �. ,:_ .. .__ �,• 7. � � r�. R, �* , i COUNTY OF BUTTE - DEPARTMENT GF PUBLIC WORKS - BUILDING,DIVISION- • yw�. r `• 7 COUNTY CENTER DRIVE - OROVILLE, 6'XQF6NIA 95965 -TELEPHONE: 916/538-7541,-"_,,,,-,,...— PERMIT APPLICATION DATA SHEET Permit No. OWNERc.�lc�� l��tS�r S" A. P. Novi' Proposed Building Use Building Inspector t- Date/o a-1 Qd 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 be�n-s itted. . . . . . . . . . . . �2. Plot plans i duplicate.Ze licate, signed by preparer of plans. 3. Complete plans I -rials %/triplicate, signed by preparer of plans. . 4. Complete engineered yar�s�and calcs, with wet signature on plans. 5. PI a with Energy Design Compliance Statement. . . . School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . �• 9. Letter of signature authorizatio 1 Sanitation approval from GL U. Health Dept.dew t. r 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. Mobi lehome Installation Data. . . . . . . . t' Pre-Inspec. request to (Date) 7. Pre -Inspection for Required. Building Inspector . Recorded copy of Agricultural Acknowledgment Statement. - - Driveway Permit. 20. Plot plan approval from city of 21. Engineered trusses'in duplicate (required prior to plan check). 22, CUA FEES RECEIPT When you issue the permit, process as follows: Mail to owner, Mail Ato contractor. ---Velephone S- and hold for pickup �L'_ office, Deliver w/inspector. ✓ Other co Or Applicant ate_ Cy 1�' —1' -.t Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior t per it issuance: (Circle neA item not checked above). 1. Index permit for above items No. AM Aw 2. Additional items required: , Contractor, designer, owner, was advised of above required data by_pfrone___rnail—counter by -00— da 1113 Contractor, designer, owner, was advised of above required data by phone—mall—counter by(P date Plans checked by Date Plans approved by Date //Z> JW—Sets of plans on hold in4WFile cabinet AP folder Copy—DFW TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner. Location AP# Plan Approved for: Sewage Disposal 'Water Supply Hold final for: Water Supply / Final clearance O.R. for: Water Supplyy Clearance for bedroom mobile ome Other NOTE Sanitarian Date r TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner dells` 0,/-�� location AP # Driveway permit lire g eedle ` has been issued for the above property. -RI si ature date . `s""yw � 'Yl':�.i� t. +...,Y-.vay* .. _ r � y �.r ..�r••.r ..r�% „ " ' � � _: y ' t;.�" A .. ,.! i � yt� "/� SI�cT.�,. M.�.......,.J\•f.exti` '�Y. •fes.. ..s.. _�'�i^`��v' l...i•`I.,Y:;f7:^'''Y`'tYf^.M�'r.y�n.f'•.+�t�,{'�a�i^�-1'3'n=T.v '�''`�i '?.�:'a•.rr- .' i BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A. P. Number Yd- UI - 9'0 ` rGr� Building Department No. School District C6L,'GU City Q County Jurisdiction Property Owner e� fC� r_ C' Project Location/Address Subdivision Lot Number .",.-Residential Development: L � I Sq. Footage # of Living MHI Addition (Group R) Units `; Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) r Building Departme t Representative ry a.i _� ka 4 ******************************************************************* 'District Id No. ce School Districtr,�certifies ,tli t' c_ (Applicant Name) (Phone Number) (Street Address),. (City) (State) (Zip Code) has complied with the requirements of Resolution No. r by the paym nt of $ representing D square feet. School Distri t epresbntative Dat PAID BY CHECK NO. REMARKS BANK NOnJ(j PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL . FEE (5/88) Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTTAL DEVELOPMENT 2{D Section 26-8.1 of. the Butte County Code- requires oderequires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to incon- BUTTE COUNTY RECORDER veniences or discomfort arising from the SERIALNO. Q8 3 7o5(cc- use of agricultural chemicals, including, RECORDED AT THE REQUEST OF but not limited to herbicides, pesticides, MID VALLEY-TM■ECOMPANY and fertilizers; and from the pursuit DATE RECORDED: 'DOT 3 1 O a TIME: A M of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agr i (•II I Lural zones which have as a priority use for productive agricultural purposes, ;IIIA rvsidvt,i r: within said zones and on adjacent property should be prepared to accept such i nconvrn i once or discoliform from normal, necessary farm operations. _ All that real property situate in the County of Butte, State of California, dcscribed :Is follows: Parcel 2, as shown on that certain Parcel Map recorded October 25, 1988, in Book 113 of Parcel Maps, at pages 22 and 23. V • OFFICIAL SEAL W. J. GOLLING ' Od• NOTARY PUBLIC —CALIFORNIA ' PRINCIPAL OFFICE IN ' BUTTE COUNTY -- • August 26, 1992 • My Commission Expires ug ■ ■.N N•••••M! Date: October 28, 1988 PROPERTY OWNERS: MARTIN D. MEESTER State of Calif. ) On this the 28th day of October 1988 before- mei, SS. the undersigned Notary Public, personally appeared County of Butte ) Martin D.`Meester x� Personally known to me. E] Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) is _ subscribed to the within instrument and cknowledged 01;11 _ he executed the same for the purposes tt rein contained. IN WI'I'NI?tis WHEREOF, I hereunto set my hand and ,,Atyci.a) seal.. Present A.P. No. 42-01-82 pt -n. Notary Public r� kT RRIN L. WARD ARCHITECT -ENGINEER 341 WEST FOURTH STREET CHICO, CALIFORNIA 95926 November 4, 1988 Butte County Department of Public Works 7 County Center Drive Orov,ille, CA 95965 SUBJECT: Meester Residence Dear Dave: It has been brought to my attention that Mr. Meester plans to build the subject residence off of Bell Rd,,No,rth of East Avenue:in lieu of Marshall Court. I have no objection to - — -—th-e- -c h a n g -e -o-f 1 o -ca t i -o n . Find enclosed Doe copy of the original calculations. Please contact me if further information is required. Sincerely, Lorrin L. Ward LORRIN L. WARD ARCHICTEC, INC. LLW/jm cc. Butch Meester BUM COMy s".oaNG DEPARrT. APPO^nVVED: LORRIN L. WARD ARCHITECT, INC. C-2181 0 CIVIL ENGINEER 7701 916-342-4265 File No BUTTE COUNTY (For Action 1, 2, 31) Public Works Dept. (For Information �I ) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. Design Eng,. Bridge Engr. Constr. Engr. Surveys - Mopping Tran s p. Land Dev. - Drng. /S.I. Sub, & Pc 1. Mas P Permits Addr. w .10 4 .5 . let Af 73.2 /a.5 /, 2.5) l��TC= .�cE sir: S Foe su LE/j')EN �2y �„4Gcs, a .10 4 .5 . let Af 73.2 /a.5 /, 2.5) l��TC= .�cE sir: S Foe su LE/j')EN �2y �„4Gcs, 74; ..- f716 f _ f 6,- 1J,5 (i35 — -- - - _ ---4d779- 76-0 -44772_76-0 3 f 2No- 9 79 .. _.__. _ �� l� "G�� .��, war _._ _.___ ____..___._.--.----_______..-----•--------__-_-- _ 7 . Llo C: _ 240 r � c 1, 17d • Nrn 8 7 04 OY . 7 l G,�, �/sn-� • sv�0,002�i�/Gr. __2��_. _.__lav sc. ,t/zt' 0181^46.) S .._ ...---•--3�� -� � 0-37_-..--- _. _____--- =tl �l x��©y2 � Dry 7 . , I 2. wipe, I , i j ( I 1 4.4 16 STOILY x Jt t IF — -. _..-._ .;�,:. - .'i� 3'f`"•',iti-[ �' 1111 - - I ., ( i °iLDll SPAR MEfi', Her r '4o �'' �. -� °�� : '`��..._..._ '�: �fo•.n•;c�� ".tr"�'.�,:�iw:d'i A. 7?a�),i!t; ,t;;`�s;.i.i - •. .�: a A L PP� I +1ION �`. Ni 4-' i�� _. J �oi•IL fo Nili..�.JG _ IJG, f�T►Nt • + + I' i tx: fi` �1,:, 6 ' � 5Y. � +�E►::_};I of 3 � � � y $ , I � , � ; . � _-�.2�U�b�a'� F•t� a r r I I TYPi6�ty lcj ry 1 f L J p_.c 1 to v P . 4: ri ,i j ' � ,DP•,,:�... y -:: JPU ' �; � I ... ,. ... ...._..-. t ..._ . ` f •�}' � a-.�..... �n��j. _ -y._•: �! t. ��wY... '(-'..Y �!I. •A�`y:/a � ; :t-411•x:+'�' � �. � • 1 -,y. ' � _ ___ •:aty .. .. "� i�iv. T.`, � •tM1',_ 1 :t•'! ! �. Y' - •.• i �':,. •t�:�.4 ..-� = :� .� 7th .t:� '� ,y,, •.. , COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS p RMI ,NO. 7 County Center Drive - Oroville, Calitorlia 95965.- Telephone: 916/538-7541 I APPLICATION AND PERMIT :AS ESS 0 R.CEL=NUMBER z°"'NG - BUILDING PERMIT ZRE TELEPHONE SO. FT. OCC. BUILDING VALUATION 'S MAI G ADOR S R CTOR'S A TEL E CO R CTOR S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fe $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking ree $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS ,Permit fee $ 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 SF L,� Duplex❑ Mobilehome❑ Other /T SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00e TYPE OF WORK New[] Addition[] Remodel[] Utilities❑ Installation❑ 0th Describe work: �� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): El am licensed under provisions of Chapt. 9, Div. 3 of the BUSines$ 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 OR ADDNS. CONST. ACC. BLOGS. DWELLING OCCUP.8+ , 20sgft NEW CONSTR. MULTI -OUTLET NON.RESID BRANCH CIC ITS 2.50 ea POWER APPARRATUS S SINGLE OUTLET CIR. Ex. OCcup(OUTLETS OR FIXTURES e 2ALO30 Ex. Occup. OUTLETS FIXED P(RESID 1REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor 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. MECHANICAL PERMIT Filing Fee 10.00 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 against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑Contractor ❑ Agent 1:1work 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 $ E, Energy Inspection Fee $ Occ CONST TYPE TOTAL FEE $ _3Z � HAz CUA PARK SCHL FLD PAR PD HD ISSUE This permit is hereby issued under sions of the Butte County. Code and/or indicated above for which fees DIRECTOR OF PUBLIC By OMMA01 r cvptocc n�.e the applicable provi- resolutions to do have been paid. WORKS Date ori' "� . Receipt No. When recorded return to: r . County of Butte Department of ' . Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 d `005-0044643 Recorded I REC FEE 28.00 Official Records i County of I Butte I Cuiuur L J. 6CUBBS i County Clerk-Recorderl I I LV 63:33PM 28-Jul-I2+DiilS I Page 1 of 8 Space above for Recorder's Use (rev.5/04) Owner Name: Martin Meester Building Permit No: 05-17.42 (Cabana, pool bath, wine cellar) DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 12th day of July , 2005, 1vi-LTTI4. Mww hereinafter referred to as owner(s), is the record owner of the following real property: 3580 Bell Estates Dr., Chico, CA 95973 and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, .hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 05-1742 was applied for on July 1, 2005 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 05-1742 has been reviewed and approved for only the limited purposes set forth below; and ' VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in .effect until a change in use or character of use has been approved by the Butte County Building Official or a change in law has occurred, either of which change allows the uses otherwise restricted herein to be conducted on the real property described herein. Under either circumstance allowing such change in use, Owner shall be entitled to have this Deed Restriction and Notice of Limited Use Facility rescinded by the execution of a subsequent document entitled Rescission of Deed Restriction and Notice of Limited Use Facility by the Director of Development Services; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 05-1742 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building'Permit No. 05-1742 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: no sleeping. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged Yvonne Crs411 �DirectorDDs�; and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building. Permit No. 05-1742_. DATE: 05 120 Owner Signature: � Print or Type Name of Above Owner Signature: Print or Type Name of Above Yvonne C ris`top,eW .A Director, DS '•' ��r 0 NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE On Public, personally L. AANESTAD PubliC , Notary , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. . L. AANEST WITNESS my hand and official seal. COMM. # 1443699 NOTARY PUBLI"ALIFORNIA Ew COUNTY Of BUTTE COMM. Expires Oct. 21, 2007 Signat re (Seal) STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) On before me, , Notary Public, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature (Seal) Yvonne Chr' oph r ) j Director, S 9 This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. ed: Yvon Chris Phej, Director Depart ent Development Services STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) On JL4 L -y 13, before me, f -e► M t f- t1i L-L'6"j- , Notary. Public, personally appeared YV0 k1 k1 e< ef-- H Q Isrc)Dr-i•c-rgz personally known to me ( ) to be the person,(61 whose name* is/are-subscribed to the within instrument and acknowledged to me that hetshe/fey executed the same inti her/tom authorized capacity(i&s; and that by. /her/tbeir signatures -on the instrument the person; or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. . re LuM► to Ca�bibH • 136MS1 WMV Nft • CaM da ttCMMV Comm►. �� I �x 6. (Seal) E RECORDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL TO: Martin D. Meester T. 3580 Bell Estate Dr. Chico, CA 95973 A.P.N.: 042-010-091-000 GRANT DEED Recorded Official Records CoBUyyTTEty Of CANDACE J. GRUBBS Recorder ROSEMARY DICKSGN Assistant 09:00AM 06 -Jan -2005 I REC FEE 13.60 j I f I Cheryl I Rage i of 3 Above This Line for Recorder's Use only File No.: 0401-1682303 (DMP) The Undersigned Grantors] Dedare(s]: DOCUMENTARY TRANSFER TAX $0.00; CITY TRANSFER TAX $0.00; SURVEY MONUMENT FEE $-0- X computed on the consideration or full value of property conveyed, OR computed on the consideration or full value less value of flens and/or encumbrances remaining at time of sale, j X unincorporated area; [ ] city of Chico, and X Exempt from transfer tax; Reason: Changing the manner title is held 0q - FOR A q- FORA VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Martin D. Meester, an unmarried man who acquired title as Martin D. Meester, also known as Butch Meester, as his sole and separate property hereby GRANT(s) to Martin D. Meester, an unmarried man the following described property in the unincorporated area of Chico, County of Butte, State of California: PARCEL I: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF•THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 25,1988, IN BOOK 113 OF MAPS, AT PAGE(S) 22 AND 23. PARCEL II: AN EASEMENT FOR INGRESS AND EGRESS ON, OVER AND ACROSS A PARCEL OF LAND LYING WITHIN SECTION 17, TOWNSHIP 22 NORTH, RANGE 1 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: Mail Tax Statements To: SAME AS ABOVE A.P.N.: 042-010-091-000 Grant Deed - continued File No.: 0401- 1682303 (DMP) Date: 12/28/2004 COMMENCING AT THE MOST WESTERLY CORNER OF THAT CERTAIN PARCEL CONVEYED BY DEED FROM I.W. BELL, TO RAY W. HEAD AND HELEN L. HEAD, RECORDED IN BOOK 856, PAGE 579, OFFICIAL RECORDS; THENCE ALONG THE SOUTHWESTERLY LINE OF SAID PARCEL SOUTH 370 51' 03" EAST, 401.79 FEET TO THE TRUE POINT OF BEGINNING FOR THE EASEMENT HEREIN DESCRIBED; THENCE CONTINUING ALONG SAID SOUTHWESTERLY LINE SOUTH 370 51'03" EAST, 808.32 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF BELL ROAD; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY NORTH 890 01' 54" EAST, 37.51 FEET,' THENCE LEAVING SAID RIGHT-OF-WAY AND PARALLEL WITH THE AFOREMENTIONED SOUTHWESTERLY LINE NORTH 370 51' 03" WEST, 721.76 FEET; THENCE ALONG A 20.00 FOOT RADIUS CURVE, CONCAVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 640 37'23", AN ARC DISTANCE OF 22.56 FEET; THENCE ALONG A 50.00 FOOT RADIUS CURVE, CONCAVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 178° 12' 04"1 AN ARC DISTANCE OF 155.51 FEET TO A POINT ON SAID SOUTHWESTERLY LINE AND THE POINT OF BEGINNING. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS ON, OVER AND ACROSS A PARCEL OF LAND LYING WITHIN SECTION 17, TOWNSHIP 22 NORTH, RANGE 1 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST WESTERLY CORNER OF THAT CERTAIN PARCEL CONVEYED BY DEED FROM I.W. BELL, TO RAY W. HEAD AND HELEN L. HEAD, RECORDED IN BOOK 856, AT PAGE 579, BUTTE COUNTY OFFICIAL RECORDS; THENCE ALONG THE SOUTHWESTERLY LINE OF SAID PARCEL SOUTH 370 51' 03" EAST, 401.79 FEET TO THE TRUE POINT OF BEGINNING FOR THE EASEMENT HEREIN DESCRIBED; THENCE CONTINUED PARCEL III: CONTINUED CONTINUING ALONG SAID SOUTHWESTERLY LINE SOUTH 370 51'03" EAST, 808.32 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF BELL ROAD; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY SOUTH 890 01'54n WEST, 37.51 FEET; THENCE LEAVING SAID RIGHT-OF-WAY AND PARALLEL WITH THE AFOREMENTIONED SOUTHWESTERLY LINE NORTH 370 51'03" WEST, 739.98 FEET; THENCE ALONG A 50.00 FOOT RADIUS CURVE, CONCAVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 660 25'19", AN ARC DISTANCE OF 57.96 FEET TO A POINT ON SAID SOUTHWESTERLY LINE AND THE POINT OF BEGINNING. PARCEL IV: A RIGHT OF WAY AND EASEMENT FOR INGRESS AND EGRESS, AND PUBLIC UTILITY PURPOSES, 60 FEET IN WIDTH OVER PARCEL 1 AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED OCTOBER 25, 1988, IN BOOK 113 OF MAPS, AT PAGE(S) 22 AND 23. Dated: 12/28/2004 Page 2 of 3 E A.P.N.: 042-010-091-000 Martin D. Meester Grant Deed - continued File No.: 0401- 1682303 (DMP) Date: 12/27/2004 STATE OF )SS COUNTY OF On 1 - a- ' U`( , before me, Q e4L, ks-e P('k cP v L, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same' in his/her/their authorized capacity(les) and that his/her/their signatures) on the instrument the person(s) or the entity upon behalf of which the persons), acted ecuted the instrument. WITNESS my hand and official 1. _ This area for o>f'dal notarial seal Signature My Commission Expires: Up -ii 15e—Yj?-tG-e— Notary Name: Notary Phone: Notary Registration Number: County of Principal Place of Business: Page 3 of 3 LUDENISE M. PRICE COIWuI. r13412eo NOTARY R3X a CdLLiFM C0LVM OP 0 JTTE %rcomminin Expw Jan. 24.20 i' E.H. USE ONLY Plot Plan Attached Raw Plan Attached Sent to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Seo All r Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Cleara ce for dwelling. Other � �� Hold final for: Final clearance O.K. for: NOTE: v j E Environmental Health Specialist Date G� 8/96 - 7 Did 0`1 � R When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 (rev.5/04) Owner Name: Martin Meester 2005-004464-x. I Recorded I REC FEE 28.00 Official Records I County of I I Butte I CAMU J. GRUBB5 I County Clerk-Recorderl Lu 03:33M 29 -Jul -2M I Page 1 of 8 II III I�I II�'11�� I III"I (I' I'I I'I"1 r. Space above for Recorder's Use Building Permit No: 05-1742 (Cabana, pool bath, wine cellar) DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY 1. WHEREAS, on this 12th day of July , 2005, hereinafter referred to as owner(s), is the record owner of the following real property: 3580 Bell Estates Dr., Chico, CA 95973 , and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. '05-1742 was applied for on July 1,.- 2005 , 2005 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 05-1742 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a change in use or character of use has been approved by the Butte County Building Official or a change in law has occurred, either of which change allows the uses otherwise restricted herein to be conducted on the real property described herein. Under either circumstance allowing such change in use, Owner shall be entitled to have this Deed Restriction and Notice of Limited Use Facility rescinded by the execution of a subsequent document entitled Rescission of Deed Restriction and Notice of Limited Use Facility by.the Director of Development Services; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 05-1742 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 05-1742 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the .. building official, except the following uses are not allowed: �no sleeping. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged ' Yvonne C stop e Director, DS and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited .Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 05-1742 DATE: �� 120 F Owner Signature: Print or Type Name of Above Owner Signature: Yvonne C Sto Director, DS Print or Type Name of Above NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat . (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) On b for e, L. AANESTAD, Notary Public , Notary Public, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and:that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. �. L. AA EST WITNESS my hand and official seal. COMM. +F 1443699 ROTARY PUBt1C-CAUFORNIA COUNTY OF BUTTE Comm. Explrea Oct. 21, 2007 Signat re STATE OF CALIFORNIA * COUNTY OF BUTTE On Public, personally appeared (Seal) SS. before me, , Notary personally known to me (or proved" -to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the -same in his/her/their. authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature (Seal) Yvonne Chr' op r /► Director, S (� 0 This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. YvonhgChris�pher, Director Departent Development Services STATE OF CALIFORNIA ) SS. COUNTY OF'BUT T E On .1y Ly 13, Zoo 5 before me, �► M , Notary Public, personally appeared YVO E GH Q (STOP)-+C—AZ personally known to me (1WV) to be the personal whose name(s�is/arersubscribed to the within instrument and acknowledged to me that -hetshe/tey executed the same inbis/her/tbaif authorized capacity( and that by ' .W.9/her/tb& signatures -on the instrument the person; or the entity upon behalf of which the person.(,.,�-acted, executed the instrument. MM WITNESS my hand and official seal. C;Z�Calvl n• gee � Notory Arc - CoRpomo ', , suft Carer ur comm. Ape. ig ture (Seal) RECORDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL TO: Martin D. Meester 3580 Bell Estate Dr. Chico, CA 95973 A.P.N.: 042-010-091-000 FA- a1dt112)Z5 0Q.D10Qiic363 Recorded I REC FEE 13.00 Official Records I cu�ueaf CANDACE J. GRUBBS I Recorder 1 ftl:?SENARY DICX90N I Assistant I Cheryl 09:00AM 06 -Jan -2005 I Rage 1 of 3 Above This Line for Recorder's Use Only File No,: 0401-1682303 (DMP) s GRANT DEED The Undersigned Grantor(s) Dedare(s): DOCUMENTARY TRANSFER TAX $0.00; CITY TRANSFER TAX $0.00; 3 SURVEY MONUMENT FEE $-0- x computed on the consideration or full value of property conveyed, OR computed on the consideration or full value less value of liens andfor encumbrances remaining at time of sale, x unincorporated area; [ ] City of Chico, and X Exempt from transfer tax; Reason: Changing the manner title is held owl / f FORA VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Martin D. Meester, an unmarried man who acquired title as Martin D. Meester, also known as Butch Meester, as his sole and separate property hereby GRANT(s) to Martin D. Meester, an unmarried man the following described property in the unincorporated area of Chico, County of Butte, State of California: PARCEL I: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY, OF BUTTE, STATE -OF CALIFORNIA, ON OCTOBER 25,1988, IN BOOK 113 OF MAPS, AT PAGE(S) 22 AND 23. PARCEL II: AN EASEMENT FOR INGRESS AND EGRESS ON, OVER AND ACROSS A PARCEL OF LAND LYING WITHIN SECTION 17, TOWNSHIP 22 NORTH, RANGE 1 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:. Mail Tax Statements To: SAME AS ABOVE ' A.P.N.: 042-010-091-000 Grant Deed - continued File No.: 0401- 1682303 (DMP) Date: 12/28/2004 COMMENCING AT THE MOST WESTERLY CORNER OF THAT CERTAIN PARCEL CONVEYED BY DEED FROM I.W. BELL, TO RAY W. HEAD AND HELEN L. HEAD, RECORDED IN BOOK 856, PAGE 579, OFFICIAL RECORDS; THENCE ALONG THE SOUTHWESTERLY LINE OF SAID PARCEL SOUTH 370 51' 03" EAST, 401.79 FEET TO THE TRUE POINT OF BEGINNING FOR THE EASEMENT HEREIN DESCRIBED; THENCE CONTINUING ALONG SAID SOUTHWESTERLY LINE SOUTH 370 51'03" EAST, 808.32 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF BELL ROAD; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY NORTH 890 01'54" EAST, 37.51 FEET; THENCE LEAVING SAID RIGHT-OF-WAY AND PARALLEL WITH THE AFOREMENTIONED SOUTHWESTERLY LINE NORTH 370 51'03- WEST, 721.76 FEET; THENCE ALONG A 20.00 FOOT RADIUS CURVE, CONCAVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 640 37'23", AN ARC DISTANCE OF 22.56 FEET; THENCE ALONG A 50.00 FOOT RADIUS CURVE, CONCAVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 1780 12'04-1 AN ARC DISTANCE OF 155.51 FEET TO A POINT ON SAID SOUTHWESTERLY LINE AND THE POINT OF BEGINNING. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS ON, OVER AND ACROSS A PARCEL OF LAND LYING WITHIN SECTION 17, TOWNSHIP 22 NORTH, RANGE 1 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST WESTERLY CORNER OF THAT CERTAIN PARCEL CONVEYED BY DEED FROM I.W. BELL, TO RAY W. HEAD AND HELEN L. HEAD, RECORDED IN BOOK 8560' AT PAGE 579, BUTTE COUNTY OFFICIAL RECORDS; THENCE ALONG THE SOUTHWESTERLY LINE OF SAID PARCEL SOUTH 370 51' 03" EAST, 401.79 FEET TO THE TRUE POINT OF BEGINNING FOR THE EASEMENT HEREIN DESCRIBED; THENCE CONTINUED PARCEL III: CONTINUED CONTINUING ALONG SAID SOUTHWESTERLY LINE SOUTH 370 51'03" EAST, 808.32 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF BELL ROAD; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY SOUTH 890 01'54n WEST, 37.51 FEET; THENCE LEAVING SAID RIGHT-OF-WAY AND PARALLEL WITH THE AFOREMENTIONED SOUTHWESTERLY LINE NORTH 370 51'03n WEST, 739.98 FEET; THENCE ALONG A 50.00 FOOT RADIUS CURVE, CONCAVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 660 25' 19", AN ARC DISTANCE OF 57.96 FEET TO A POINT ON SAID SOUTHWESTERLY LINE AND THE POINT OF BEGINNING. PARCEL IV: A RIGHT OF WAY AND EASEMENT FOR INGRESS AND EGRESS, AND PUBLIC UTILITY PURPOSES, 60 FEET IN WIDTH OVER PARCEL 1 AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED OCTOBER 25, 1988, IN BOOK 113 OF MAPS, AT PAGE(S) 22 AND 23. Dated: 12/28/2004 Page 2 of 3 A.P.N.: 042-010-491-030 111 Martin D. Meester Grant Deed - continued File No.: 0401- 1682303 (DMP) Date: 12/27/2004 STATE OF )SS COUNTYlti'�� ) OF On before me, Q e&ti ,s -e 1-r, ('f't cP E KD �-av V personally appeared t r\ crV • v. personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(les) and that his/her/their signatures) on the instrument the person(s) or the entity upon behalf of which the persons), acted ecuted the instrument. r WITNESS my hand and official seal. This area for offldal notarial seal Signature My Commission Expires: D,a,o1 S e.AVI? V---e- Notary Name: Notary Phone: Notary Registration Number: County of Principal Place of Business: Page 3 of 3 M. PRICE MOM IC • C UFORM & IOFMJM ee Jm 24.2W Butte County Department ofDevelopment SerwCes TrF 7 County Center Drive \ � ' ° Oroville, CA 959650°-_`r o (530) 538.7601 Telephone 00UN�y (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: O I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site play: and approved sanitation clearance to the Building Division as soon as clearance is obtained • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. ` The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination' fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to, all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: APN: 64-2— Building site address: O i�fa'►cS, j1 Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submi ion of the above -referenced building permit application and my signature below: Ld� SIGNA URE OF APPLIC NT DATE Copy to Applicant/EH/File K:Forms/BldgPennitwithoutClearances 020705 o �'rytE��T �i 60T 0 0F ° ° i o �%� o 1° ° \\\ o 0 �AcQUN(y�, �LIc WO Department of Public Works C' o u n t y o f B u t t e J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville• CA 95965 (530) 538.7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase li Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement LLESS THAN 1 ACRE] Project Descrirtion: 6� Project Location andlor Parcel Number: l� 014et, - By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that 1, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Title: Date: / 0 Ids than I Acr: MPDES & SWPPP Compliance Certification Butt: County Storm Water Management Program COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buftecounty.net/dds OWNER jc_[� , A.P. # !J q2 _ 61C) _0 /' PROPROSED BUILDING USE ii�%� /�1��-'��- DATE RECEIPT # 1, BUILDING PERMIT FEES L�� _ ^ l --- Balance Due ..................... $`'� l --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)... 3q. r rg. X $0.03 = $ 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per. dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER -TENDER FEES BATTALION # 00 (paid at Building ggDiDivision) 8. SMIP ` 9. OTHER 10. OTHER 11. OTHER DATE,REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed dypzxg the plan chec"ng process. APPLICANT DATE 7//Z� j Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) BUTTE COUNTY DEPARTMENT -OF' DEVELOPMENT SERVICES BUILDING PERMIT .:24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT. N0: BPO51742 PERMITS BECOME NULCAND•VOID'1,.YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS•DECLARATION, I Hereby affirm under pertal(y- of perjury. that I am licensed under provisions of Chapter 9 (commencing with Section 7060) of Division 3 of " Issued Date: 08/01/2005 APN: 042-010-091-000 the Business}and Prof ' sions Code and my license is in full force and effect. � 3� �(,,� License Class : L/r W. ' _ ;Lice se Number: 4q Site Address: 3580 BELL ESTATES DR CHI �� "�� ,'�� Date: Contractor;, 17 Map Index: Description: cabana (441), basement (475) OWNER -BUILDER DECLARATION I hereby affirm under penally1of"perjury that I am exempt from the Contractors' State License Law, for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MEESTER MARTIN D permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the'applicant for such permit; to file a 3580 BELL ESTATES DR signed statement that he or she is licensed pursuant tolhe provisions of CHICO, CA the Contractor's Stale License Law (Chapter 9 commencing with Section 95926 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ l,'as owner of the properly,'or my employees with wages,as their sole. compensation, will -do the work,, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: HILL & ASSOCIATES, ROBERT T. Code: The Contractors' State License Law does nDt apply to an owner of property who builds or improves thereon, and who does Fey such work himself or herself or through his or her, own employees, . 199 E. SHASTA AVE provided lhat,such improvements are not intended or offered for CHICO, CA 95973 sale. If however, the building or improvements are sold within one 530-891-4280 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of RHill@Sunset.net sale.): 4 ;, ❑ I; as owner of the properly,' am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' Slate License Law does Contractor: HILL & ASSOCIATES, ROBERT T. not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed 199 E. SHASTA AVE pursuant to the Contractors' Stale License Law.). CHICO, CA 95973 ❑ 1 am Exempt under Article 3 of the Business and Professions Code 530-891-4280 Date: owner: RHill@Sunset.net License #: 377409 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have'and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers'.,compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance and policy number are: carrier Carrier: 6rA7e-a/67,b Total Square Ft: 475 S.F. Valuation: $6,650.00 Policy #: y / Census Code: ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one('/? hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This perr!_2reby issued under the applicable provisions of the Butte Cou ly C de and/or I hereby affirm that there is a construction lending agency for the R s •do work i dicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: Date: Address: PERMIT EXP )ON: J 1C! ,E (Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safely Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read This application, that the above information is correct, and that I am theowner or the ul authorized agent of the owner. I agree to comply with all county and slate laws relating to building construction. I acknowledge it is unlawful to alter the substance of an ffi at form or document of Butte County. I hereby authorize repres lives of Butte C unly to enter upon the above mentioned property for inspection purposes. Print Name: eAr%— Signature: �l /QC) Date: • ❑ Owner ❑ Contractor ❑ Agent for Owner Q gent for Contractor B. C. Building Permit 01.16-04 pq 1 T BUTTE COUNTY 0 0PEPARTMENT OF DEVELOPMENT SERVICES 0. .BUILDING PERMIT 24 HOUR INSPECTION (60) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) kr 0 OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WE,BSITE- www.buttecounty.netldds , PERMIT NO: BPO51741 .. LICENSED CONTRACTORS DECLARATbN I hereby affirimunde"r.- "penalty ofury that I am licensed under , peg provisions of Chapter 9 (commencing with Section 7000) of Division 3 of, Issued Date: 08/01/2005 APN: 042-010-091-000 the Business and Professions Code,, and my license is in full force and effect.' License C ass t e.N bbr: s' Site Address: 3580 BELL ESTATES DR CHI Date: INA- 6ontratto�., cm 4CLL,4 Map Index: Description: pool master #506-01 OWNER43UILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a `or Owner: MEESTER MARTIN D permit to construct, alter, improve, demolish, repair any structure, ph ' or to � its issuance, also requires the applicant for such permit to file a 3580 BELL ESTATES DR signed statement that he or she is licensed pursuant to the provisions of CHICO, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95926 she is exempt therefrorii and the basis for the alleged exemption. 'Any violation of Section 7031.5 by any,.appli.cant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): U 1, as owner of the property, or my employees with wages,as their sole compensation, will do the work,.and the structure is nbt intended or offered for sale (Sec. 7044, Business and Professions Applicant: HILL& ASSOCIATES, ROBERT T. Code: The Contractors' State License Law dods not apply'to an owner of property who builds or improves thereon, and who does such work himself or herself -or through his or her own employees, 199 E. SHASTA AVE provided that such improvements are' not intended or offered for CHICO, CA 95973 tale. If h6wever.-the building or improvements are sold within one year of completion, the owner -builder will have the• burden of 530-891-4280 proving.jthat' he 'or she did not, build or improve for the purpose of RHill@Sunset.net sale.). Q 1, as owner of 'the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: HILL & ASSOCIATES, ROBERT T. not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed. pursuant to the Contractors' State License Law.). 199 E. SHASTA AVE EI I am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95973 530-891-4280 Date: Owner: RHill@Sunset.net License #: 377409 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 0 1 have and will maintain a certificate of consent to se�lf-insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the,w'ork for which,,this permit Architect: is issued. Engineer: I have and will maintain workers' compensation insurance, as required by Section.3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: Policy#:_ Ell 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' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: -7/116117 Applicant: Nte_nu &Vei� WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. L P -A CONSTRUCTION LENDING AGENCY This permit is he;eby issved under the applicable provisions of the Butte County 9odpiprict/or , I hereby affirm that there is a construction lending agency for the Resolutios to d work in icated above forwhich fees have'b_ddn paid. performance of the work for which this permit is issued (Sec 3097 Civ.) [Address: N Name: By: Date: I I I PERMIT EXPIR IKI \ (Dale) 13 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. 0 Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. El Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner ort nduly rized agent of the owner. I agree to comply with of,�, all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substanceffical form or document of Butte County. I hereby authorize reprep.9tatives of Bu County to enter upon the above mentioned property for inspection purposes. Print Name: Signature: Date: 0 Owner EI Contractor C] Agent for Owner ErAgent for Contractor k C: _). —1 �_ SC — BUTTE COUNTY DEPARTivIENT OF DEVELOPMENT SERVICES BUILDING PERNMIT APPLICATION AND SUMMITTAL REQUIREMENTS 24 HOUR NSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 591-2833 OFFICE #: (530) 538-1541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** CONTRACTOR Name Address / 00N�� aS , City 1 Phone [ _ �� Fax / J- E -mail �, jT� � A OWNER Last N City State irsme Phone Fax Addre �T city I�� Zip S Phone e%✓_(� �/ © / � Fax Fax E-mail State License Number CONTRACTOR Name Address / 00N�� aS , City 1 Phone [ _ �� Fax / J- E -mail �, jT� � A APPLICANT NAME ARCHITECT/ENGINEER Name City State Address Phone Fax City No State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Name azncz: avzw Address , � Af awr4dCrae-) City State ip Phone Fax E-mail APPLIgANT SIGNATURE X For office use only: Zoning Property Address ' Flood Zone —)K- SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMI I I AL KtUUlMt1V1r_N 10 KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BIN LOCATION AP# 000— ©/Qa 017/ Property Address ' Ci C oss Strut r, . .�OOA YORKER'S COMPENSATION .1uo:� �ySgi�7 Ly�3°I3a°$32 � ys3As o-Z�°- eone other than license contractors, a certificate of worker's ,,jpensation must be shown at the time of permit issuance. LENDING AGENCY Name B �J /A Address EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan. check fees for work plan checked and other department costs are not refundable. Page 1 of 2 Received by: Amount: Bldg C(,,"7 SRA Receipt #:\__SMIP Sheriff Other Date:� Total REV 2-24-05 T CO UNTY.OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: G�' ` ��= /.' � ASSESSOR PARCEL NUMBER p^�� Proposed Building Use: Permit Technician: cL� Date: -7- Item required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. I 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other �arnalnihg items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable 16. Fire Sprinklers............................................................................................ 0 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by C118. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required........................................................................ ❑ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23. California Department of Forestry Ian approval ❑ p Sent by: 24. Planning approval for (A) Use: �B)Parking: V (C) Parcel Check:..✓ .... \025. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form...........,.................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization..............................:.................................:... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... Cl34. Deed Restriction.......................................................................................... El 35, ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone t -A 13&YOF 0 � I k -t 2 f3 and hold for pickup. I have been,in ormed of the above items and requirements for obtaining a building permit. /4 Applicant: g� Date: I/ / 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: -Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: ate:/ ZZZIf Note transfer by: Date: Yellow: Building Division Butte CountyDepartmelitof-DevelopinelitSelvices °�u,TrFo 7 County Center Drive ` " Oroville, CA 95965 ° d` ° (530) 538.7601 Telephone °�,may° (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. thereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. • I am responsible for notifying Development Services, in writing, to stop processing of the . application and to arrange for disposition of plans. ` The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: MAA -M k"reL APN: 04-2-- 616 — 0 q Building site address: 3GSo Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submi ion of the abo e -referenced building permit application and my signature below: 7/yds SI NATURE OF APPLICANT DATE Copy to Applicant/EH/File K:Forms/BldgPennitwithoutClearances 020705 Off? is`T'�1 car � le)\3 T rF o� ° i ° r ° 1 ° ° \\\ 0 0 � cQ U t4 LIC vAroF�s Department of Public .0 o u n t y o f B u t J. Michael Crump, Director �Iorks t e LAND DEVELOPMENT DIVISION Siorm Water Management Program 7 Count' Center Drive, Oroville. CA 95965 (530) 538.7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water. Pollution Prevention. Plan (SWPPP) Acknowledgement LLESS THAN 1 ACRE Project Description: ect Location and/or Parcel Number: G - �i4 I-� ProLA:2 '� By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 therefore, do not reed to apply for a Construction Storm Water Permit acre or more of land and that I, th from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Sided: Title: Date: 7ao L.Ss than l Acr-. b -? DES & SW?PP Compliance Certirieation Butte County Storm Water Managem:nt Program �UTTF BUTTE COUNTY o \Ili;jr/� ., o DEPARTMENT OF DEVELOPINIENT SERVICES o \/\ , it lei,%i o BUILDING PERMIT APPLICATION o — o AND SUBMITTAL REQUIREMENTS 0o 24 HOUR f\NSPECTIO: OROVILLE: (30) 538-7636 • CHICO: (530) S91-2834 o o OFFICE 9: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATMN' c0(fN't� Website: ww•w.buttecounty.net/dds ''*PLEASE PRINT CLEARLY" OWNER Last Nam n irsta 1 9V Address a 00-1 City State C4c Zip Phone �, Fax E-mail ARCHITECT/ENGINEER Name Address City State Zip Phone Fax E-mail State License Number r— APPLICANT NAME Name Address ; C ` City State Zip Phone Fax E-mail APPLICANT SIGNATURE X PERMIT NO. 05-/ BIN 0 LOCATION CONTRACTOR Name City ii�CEO Address chct EkT– City Policy Number off State c Zip � -qj 7 Phone 1_4?A0 Fax 3et E-mail Planner Lic. R31i40 Class ARCHITECT/ENGINEER Name Address City State Zip Phone Fax E-mail State License Number r— APPLICANT NAME Name Address ; C ` City State Zip Phone Fax E-mail APPLICANT SIGNATURE X PERMIT NO. 05-/ BIN 0 LOCATION AP# Property Address nn U I'at�(.. City ii�CEO r�70SSStreets 1� SRA WORKER'S COMPENSATION Policy Number off Carrier 5��,; If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Subdivision Name Map LENDING AGENCY Name Address F400 Description or Scope of Work: SQ FF WAAl,A- 4-Z*x a4— '�ture Built with Permits io� . �d �riiposed Change of Occupancy ►v ��s (Note previous use): C) co EXPIRATION OF APPLICATION `' Applications for which a permit has not been issued will expire one year 'after the date of application. In order to renew action on an / 1 application after expiration, a new application, plans and fee will be For office use only: Zoning Flood Zone SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other depa` ment costs are not refundable. 1 — ,-1 /� OVER FOR SUBMITTAL_ Vtk:UUlKtrntN 11,Z) P- KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by:' Amount: Ct-"7 Receipt #: " oj Date: 1� SRA Sheriff SHIP Total REV 2-24-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS►ON 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: t�('� 1 ASSESSOR PARCEL NUMBER Proposed Building Use: �% % Permit Technician: Ce Date: ( /� ��ltf ms required in order to apply for a pefmit. All boxes MUST be checked OR marked NA in order to apply. \�N 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑► /v 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. \�❑ ra 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings \ ❑ 12. Hazardous Material Form 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ .0 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... 0 1 rosion Control Plan Required........................................................................ �❑ 20. ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ ( . City of Chico Plumbing permit........................................................................ i_ .❑, :?.ce ` 22. Site plan and business license approval from the City of Biggs .............................. \ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. `❑ 24. Planning approval for (A) Use: UK (B)Parking: (C) Parcel Check: .... 05 25. Contact Land Development about -Improvements, -Drainage ........................ ►�-� 26. NPDES Form.............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... 1128. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33 Existing violations and/or expired permits......................................................... C"Xp�eed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone '� �l rt 1 '21 F3 and hold for pickup. I have been riformed of the abgve items and requirements for obtaining a building permit. Applicant: Date. / a 5 1. Index permit application for the above items numbered: Plan Check Letter %�.2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: 7 144 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division 1 .Certificate of Compliance: Residential Climate Zone 11 -- --- Mandatory Measures Checklist: Residential _ MF-IR M ee &+*-r L NOTE: Lowrise residential buildings subject Loft Standards must contain these meaatrea regardless of the compliance Item Project Title S� approach used. marked with an asterisk (•) may be superseded by more stringent compliance requirements listed S on the Certificate of Compliance. when this checklist is incorporated into the permit documertts, the features rated shall `` !� BYlldin Ixrnit k_Z& be considered by all parties as binding minimum component performance specifications for the mandatory measures Project Address �� whether they are shown elsewhere in the documents or on this checklist only. Checked By / DrA Documentation Author Telephone Fnforcentent A Up� DestwvnoN DFstcNEt ENFORCEMENT s 8 cYse Y .. Building Envelope Measures 5 Glass Area % Glass §2.5352(a): Minimum ceiling insulation R•19 weighted average. - BUII.DING DATA North j/4• S 33 : r y §2.5352(e)- Loose fill insulation manufacturer':labeled R•Value. .- Conditioned Floor Area Is- Number of Stories Z - East /S� S .y 4 42 5332(e): Minimum wall insulation in fumed walls R-I 1 weighted average (doer not apply W exterior mass walls). Slab/Raised Floor w, Number of •Units South �? ted• G r`• 62.5352(k)- Slab edge insulation - water absorption rue no greater than 03%. waw vapor [t/j Single Family Detached (SFD) N [ ] 'Addition Alone West jL • 7 3 ,q transmission me no greater than 2.0 permfutch. (] Single Family Attached (SFA) r [ ] Existing Building Skylight / , ,� 62-5311: Insulation specified or installed meets California Energy Commission (CEC) quality o. ,.. ` �_._,,` standards. Indicate type and form. . [ ] Multi-Family(NM [ ] Existing-Plus-Addition Tom�Z 52-5352(!)- Vapor barriers mandatory in Climate Zones 14 and 16 only. i i ,''' ti"• sir' §2.5317: lnfilttauon/Exfiltrauon Controls t a. Doors and windows between conditioned and unconditioned spaces designed to Limit au BUII.DING SHELL iINSULATION _ leakage- 8.! i : E : ' x + b. Doors and windows certified. rr Component Insulation .- �.. Loeation/CommentS • „ �_ . ,� y „ A c. Docrs and windows weatherstripped: all joints and penetrations caulked and sealed t ......-� Type R-Values (f1tQQ to F�afa$E. LyplCal, etc.) '' w «�« «� •- +rte U + t _ i v `•" 62-5352(c): stands. Special infiltration barrier installed to comply with §2-5351 mom CEC quality i :: •:: V Wall .............. -• . _ __ -_ _ — --_ j j _(�- _ '^-�� k 3 §2-5352(d): Installation of Fireplaces ; wall...... ... =LI iLl.f1' M - 1. Masonry and factory-built fireplaces have r • " �— - DERR7'It��T t ': a. Tight fitting. closeable metal or glass door Roof ............. - t b. outside sit intake with damper and control a Roof ............ - APPROVE = "� ! _ .. c Flue darnpa and control �, Y � N • -, i iP2. No continuous burning gas pilots allowed. ' Floor, ••... HVAC and Plumbing System Measures 12-5352(8) and 2-5303: Space conditioning equipment siring: attach calculati Floor........,•..• §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. SIab Edge....: �- m. GLAZING.__ r • §2-5316(a): Ducts constructed, installed and insulated per chapter 10, 1976 UMC. s ti . S �% _ z §2-5316(b): Exhaust systems have damper controls. Shading DeVtltS i §2-5314(c): Gas-rued space heating equipment has intermittent ignition devices. Glazing Area Glass Type Interior Exterior Overhang Framing Type '2-5314: HVAC equipment. water heaters, showerheads and faucets certified by the CEC. - Orientation -- (sf) 1% etc.)+Jtyegw) e,� (netal/wood)(gingle. double) (�olletblind, etc.) I. §2-5352(1,: Water heatcinsulation blanket R-12or greater) or combined inerorkxterior - ' ----7—, :sc4al.«L,i insulation (R-16or greater). fust 5 feet of pipes closest to tank insulated (R-3 orgreater). North \ ) f %�� _ ' r 42.5312(Exception I): Pipe insulation on steam and steam condensate return do recirculating piping. err Z7%North §2-5318(d): Swimming Pool Heating East 1. System has:a. East °r`~ ( ) — :r ;+ « i a. OtVoff switch on heater. South , 3 ( ) IST b. Weatherproof instruction plate on heater, r t, s• c. Plumbed to allow for solar. . c ! ...� , P #.».•„`F. Sou Ch ( ) '!.. ” d 1 2.75 percent thermal efficiency. 3. Tookc Time West ( ) 13y.s 4 , z, ( ) i 4. me clock. West _ S. Directional water inter I .F :. is 'Y .t+ ^• . � v � k- -My' Skylight...:.:_ Lighting and Appliance Measures • - - - - ___.._- - __ _ � � _ J r '-' §2-5352(j): Lighting .25 lumens/watt or greater for general lighting in kitchens and bathrooms. _ ') THERMAL MASS - §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. =s-' Type/Covering Area - -' Thickness 12-5314(a): Refrigerators, refrigerator-freezers, freezers and fluorescent lamp ballasts certified - (slab/exposed, tile, etc.) - (Sf) (inches) LOCatiOn/DCSCtIptiOn (kitchen, bath, ere.) 1 by the CEC. Indicate make and model number. i N� t�tC j COMIPL1ANCE STATEMENT - ri This certificate of compliance lists the building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Chapter2. Subchapter 4. Article I of the California Administrative code. This Certificate has been signed by the individual with overall design responsibility and the building owner. who shall HVAC SYSTEMS MinimumDuct { retain a copy of it and transmit the certificate aro any subsequent purchaser of the building. Type (fumace, air Efficiency _ Location Duct . Output Manufacturer / Model # ; Designer _ Building Owner conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R-Valle (Btuh) (or approved equal) Namiez ` 1 • - . _��ZL.L . ..•. T-ukffimnFLiausei i-,n, Y, Flwa,- 2, t Address: ` • IJmss• _Ii i. •l f ) Telephone Tckphonr Maximum Fumace Heating Output: i o Btuh - : _ ? b• N: HOT WATER SYSTEMS Tank Manufacturer/Model # \O.1� • •g$ System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) (signantr+e) (date) (signature) (date) Documentation Author - Enforcement Agency SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) . Name: Name: - Tildc/Ftt n: Agencr. Address: Tckdtonc 1. Ceiling Insulation 2. Wall Insulation Single- Single - Family Family Multi - R -value Detached Attached Number of stories ' R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 -2 R-30 .2 -1 -1 R-38 0 0 0 U -value -47 36 -24 0.10 0.50 -176 -84 -54 0.30 -102 -49 .92 0.10 -26 -13 -8 0.08 -18 -9 -6 . 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation Single- Single - Family Family Multi - R -value Detached Attached Family R-0 -68 -51 34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 0.30 -69 0.80 -153 -114 + -76 0.50 -91 -68 -46 0.30 -47 36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 .14 10 0.00 24 18 12 6 0.02 4 3. Ikaised Floor Insulation 1 f - Insulation In Floor 10 5 Number of stories 0.80 R -value One Two Three R-0 -17 -8 -5 R-11 3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value --- 0.60 . -144 -70 -46 R -value 0.50 -120 -58 38 -11 0.40 -95 -46 30 -4 0.30 -69 34 -22 -2 0.20 -43 -21 -14 4. Slab Edge Insulation 0.10 -17 -8 -5 -26 0.08 -11 -6 -4 R-0 0.06 -6, -3 -2 8 0.04 -1 0 01 6 0.02 4 2 1 -20 0.00 10 5 3 Controlled Ventilation Crawlspace Exterior Wall Slab Floor Number of stories Mass R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 .2 -2 -2 R-19 -1 a -2 .2 4. Slab Edge Insulation 4 ` - Number of Stories -26 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 29 -58 -20 0.90 -4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Infiltration (Air Leakage) Specification Points Standard - • 0 6. Glass Heat Loss Total Exterior Wall Slab Floor E feetite Percent Glass Mass II -value (percent glass x SC) Percent Eftectin '-_ .51 to At to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 i. 23 -40 -11 -4 - 2 8 15 22 37 -9 3 3 9 15 21 34 -7 -2 4 10 1 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 f 17 -23 -1 3 8 12 17 16 -20 0- 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 1 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15, 17 20 8 2 12 14 16 18 20 ' 7. Shading (Shade Open) Exterior Wall Slab Floor E feetite Percent Glass Mass Family Family (percent glass x SC) Mass Eftectin '-_ Weedve Perces t Gla ss t %Glass (percent glass x SC) East • Effective ' Skylight 18 14 %Glass ' North East South West Skylight 18 -5 1 _ 4 1 na ' 16 4 2 5 1 na 14 4 2 5 1 na_ 12 3 3 5 2 na - 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 ; 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 i 2 0 0 1 0 3 1 -1 -1 -1 -1 2 I 0 -1 -2 -4 -2 0 na = not allowed 1 1 -4 IB. Shading (Shade Closed) Exterior Wall Slab Floor E feetite Percent Glass Mass Family Family (percent glass x SC) Mass Eftectin Stories 0.00 /CFA One Two %Glass NoAt East South West Skylight 18 14 .48 -69 -64 na 16 -12 -42 39 -55 na 14 -10 35 -50 -46 na 12 -8 .29 -40 37 na 11. -7 -26 36 33 na 10 3 -23 31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21.. -56 7 -4 -14 -19 -18 -4T 6 3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 ra . rot fid 3 7 8 10 9. Interior Thermal Mass Interior Exterior Wall Slab Floor Raised Floor Mass Family Family Stories Mass Detached Attached Stories 0.00 /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 .1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5, 5 8 9 11 12 12 t' 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 - 10 12 13 14 _ 15 10. Exterior Wall Thermal Mass Exterior Wall Single- :. Single - SEER SCORE CARD Family Family Multi Mass Detached Attached Family 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 I 1.00 13 10 7 4 1.20 13 12 8 1.40 12 13 9 f 1.60 10 13 11 -1.80 10 12 12 -4 200 10 11 -I 13 -4 -4 3 11. Heating System J -2 9.0 SE or 11ISPF 3 -3 (assumes ducts In attic) -2 -1 Sum of 1.6 0 - 25 or -24 to -14 to -4 to +6 lot 16 or SE HSPF less -15 -5 +5 ' +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 *5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18- 15 13 11 8 6 Sum of 1.6 3 Effective -25 or -24 to -14 b -4 to +61016 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 •38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 115 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System Interior Mass/CFA s TITS I PAS SC Eff. % Glass SEER SCORE CARD • 178' �!. y X = (assumes ducts In attic) " Sum of 7-10 - Measures --- -- -=-- - - ,25 or -24 b -14 In -4 b +6 to 16 or SEER less -15 -6 +5 +15 more 8.0 -14 -12 -10 -8 3 -4 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 -4 -4 3 -2 -2 9.0 d 3 -3 -2 -2 -1 9.5 0 0 0 0 0 0' 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 120 15 13 11 9 7 5 13.0 20 17 14 12- 9_6 55 3 10% Effective SEER 0.4 0.6 0.0 (SEER x dud efficiency) 1.4 1.6 1.9 Sum of 7-10 23 25 Effective -25 or -24to -1410 4b +6 to 16 or SEER lost -15 -6 +5 +15 more 5.0 30 -25 -21 -17 43 -9 6.0 -12 -It -9 -7 -6 4 6.6 -5 4 4 •3 -2 2 7.0 0 0 0 0 0 0' 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 ' 120 30 26 22 18 14 9 13.0 33 24 24 20 15 10 3.4 Zonal Control Adjustment 3.8 4 4.3 10 8 7 6 4 3, 5.7 No Cooling System Installed 1.1 } Stories 15 1.7 1.9 21 23 25 One ' .5 -4 4 3 -2 -2 Two +. 3 3 2 2 2 1 5.7 5.9 6.1 5S% 0.9 1.1 1.4 Single -Family Detached and Attached 2 2.2 24 UM Size (sf) 20 Water 32 1199 1200 1700 2200 2700 Heater Credit or b to to or Type_ Type less_ 1699 2199 2699 more SG None 0 0 0. 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 63 WSB 5 3 3 2 2 22 POU 8 5 4 3 3 SE None -37 -24 -18 -15 -12 5.1 Solar -1 .1 -1 0 0 70% HWR -18 -12 -9 -7 -6 , 25 WSB -25 -16 -12 -10 -8 3.9 POU --1-8 _-12 -9 -7 -6 . IG None -5 -3 -2 -2 -2 1.3 Solar 7 5 4 3 2 27 POU 3_ 2 1 1 1 IE None -28 -19 -14 -11 .9 5.7 Solar 8 5 4 3 3 1.6 POU -10 -6 -5 -4 -3 i 3 Multi -Family (individual units) 3.9 4.1 4.3 4.5 Unit size (sQ 4.0 5.1 Water 5.6 699 700 1200 1700 2200 Heater Credit or b b b or TYPO Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 3 WSB 9 4 3 2 2 4.5 POU 9 5 3 22 5.7 SE None 45 -23 -15 -11 -9 1.8 Solar 2 1 1 0 0 33 HWR -23 -12 -8 3 '-5 4.8 WSB -25 -13 -8 3 -5 __Qu_z3._12 6.4 6.7 _8 __3 -5 IG None -8 4 -3 -2 -2 3.4 Solar 6 3 2 1 1 _ POU 1 0 0 0 0 E None 30 -15 -10 -8 -6�' 22 Solar 18 9 6 4 4 3.7 POU -8 -4 -3 -2 -2 Interior Mass/CFA s TITS I PAS SC Eff. % Glass SCORE CARD • 178' �!. y X = • qa y " . - -- - Measures --- -- -=-- - - --- -- Point Scores - 1. Ceiling Insulation _ _ or FLOOR AREA it.7-U 1 "C:6.21 (it-ew ant R -value [38] AREA _ $ U -value [0.030] Exterior Wall Mass ND. OR 2. Wall Insulation 4 -erre 1 nJC83 (U1NC • 4.2. tet e: posed slab) [iI) 07• < U -value [0.098] I Raised Floor Insulation" 0% 5% 10% 1S% 20% 2S% 30% 35% 40% 4SY. 50% 55% 60% 66it, 70% 75% 00% 85% 90% 05% 100% 105% 110% 115% 120% 125- 0% 0 0.2 0.4 0.6 0.0 1.1 1.3 1.5 1.7 1.9 21 23 25 2.7 2.9 3.2 3.4 3.6 3.6 4 4.2 4.4 4.6 4.6 55 3 10% 0.2 0.4 0.6 0.0 1 1.2 1.4 1.6 1.9 21 23 25 27 2.9 3.1 3.3 3.5 3.1 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.0 1 1.2 1.4 1.6 1.6 2 2.2 24 27 29 3.1 3.3 3.S 17 3.9 4.1 4.3 4.5 4.8 5 52 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.6 2 22 24 26 2.0 3 3.2 3.5 3.7 39 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 58 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 22 24 26 2.0 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50% 0.9 1.1 1.3 15 1.7 1.9 21 23 25 27 3 32 3.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 5S% 0.9 1.1 1.4 1.5 1.0 2 2.2 24 2.6 20 3 32 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 53 5.6 5.8 6 62 60% 1 1.2 1.4 1.7 1.9 21 2.3 25 2.7 29 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 22 24 2.6 2.8 3 3.2 34 3.6 3.0 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 22 25 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.0 5 52 5.4 5.6 58 6 6.2 64 75% 1.3 15 1.7 1.9 21 23 25 27 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 ' 5.7 : 5.9 5.1 6.3 65 60% 1.4 1.6 1.0 2 22 2.4 26 2.0 3 3.3 9.S 3.7 3.9 4.1 4.3 4.5 4.7 4.0 5.1 5.4 5.6 5.0 -6 62 64 66 85% 1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.6 5 52 54 5.6 S9 6.1 63 6S 67 90% 1.5 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.2 6.4 66 68 95Y. _ 1.6 1.8 2 22 25 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 69 100% 1.7 1.9 21 2.3 25 28 3 3.2 3.4 9.6 a8 4 4.2 4.4 4.6 4.9 5.1 5.3 53 5.7 5.9 6.1 6.3 6.5 6.1 7 105% 1.8 2 22 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 21 2.3 2.5 27 29 9.1 3.3 3.6 3.6 4 4.2 4.4 4.6 4.6 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 24 2.6 2.8 3 3.2 3.4 3.6 3.0 4.1 4.3 4.5 4.7 4.9 5,1 5.3 5.5 5.7 5.9 6.2 6.4 '6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 50 6 6.2 6.S 6.7 6.9 7.1 -' 7.3 M% 21 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SC Eff. % Glass SCORE CARD • 178' �!. y X = • qa y " . - -- - Measures --- -- -=-- - - --- -- Point Scores - 1. Ceiling Insulation _ _ or FLOOR AREA R -value [38] AREA _ $ U -value [0.030] Exterior Wall Mass ND. OR 2. Wall Insulation _ � Or SE or HSPF Effective SE or [0.72/6.6] [iI) 07• < U -value [0.098] 3. Raised Floor Insulation" Duct Efficiency [0.74) or Sir., Credit [none] �V - _ R -value [ 19] U -value [0.037]- 4. ;Slab Edge Insulation , , _ `�Or .- A R -value [0] F2 factor [0.77] -, _ • - �' : » _ . _ _ _ . _ _ _- .. _ 5. Infiltration Standard __ _ .._ , _ ___ _ _ _ p { 1. .r: 6. Glass Heat Loss 7W oublel - 4U -value [0.65] %Total Glass [16] Sum 13 7. Shading (Shade Open) �- _ % Glass _.... _ SC _ _ Eff. % Glass - a. - North - 3.3 X 7-7 - b. East X = 3 .3 $ ' 1 a - - - - c. - South moi'. L X t 3 d. West S.q x 3 .- e. Skylight 0-jr, = .3 SS 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating % Glass SC Eff. % Glass 03.3 X _ • 178' �!. y X = • qa y X X _ TYPE 1 MASS AREA A o COND. InteriorMass/CFA FLOOR AREA TYPE 2 MASS AREA _ $ Exterior Wall Mass ND. OR AREA '715 0, X • 7 Y = S8. SE or HSPF Duct Efficiency [0.78] Effective SE or [0.72/6.6] HSPF [0.56/5.15] 07• < / X • p'' SEER [9.5] Duct Efficiency [0.74) Effective SEER [7.03] Sir., Credit [none] Type [SG] Sum 7-10 4160 O PnPubTntni• 47. Certificate of Compliance: Residential S,61 Documentation Author Telephone r -- Climate Zone 11 Building _gPrpmit�# Checked By / DatE Enforcement Agency Use only BUILDING DATAGlass Conditioned Floor Area Slab sed Floor [ Single Family Detached (SFD) [ ] Single Family Attached (SFA) [ ] Multi -Family (NM Number of Stories Z Number of -Units [ ] Addition Alone [ ] Existing Building [ ] Existing Plus -Addition North East South West Skylight Total Area % Glass 9 1.5 A3, s 3.1 Cl . f" 2A y o BUILDING SHELL INSULATION HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Component Insulation Location/Comments Duct -Output Manufacturer / Model # Type R -Value (attic, to garage, typical, etc.)( R -Value TT ,w• � Wall. q< It Wall .............. -- No ovc- BUIL o P "ITMENT Roof ............. Q 'fib Roof ............. — ' APP%V=-n Floor ............. Floor ............. Slab Edge..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (Sn (single. double) (roller blind. etc.) (shadescreen, etc.) (yes/no) (metal(Wvood) North North ( ) _ East ( ) a3• East ( ) '— South South ( ) -- West West ( ) Skylight....... THERMAL MASS Type/Covering_ Area Thickness (slab/exposed, tile, etc.) (sf) (inches) LOCadon/DCSCription (kitchen. bath. etc.) M N 18�iyp Maximum Furnace Heating Output: ?2034 Btuh HOT WATER SYSTEMS Tank . Manufacturer/Model # System Type (storage gas, etc.) Capacity. (or approved equal) Special Feature(s) . SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these meanues regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by mon: stringent compliance requawnens listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they arc shown elsewhere in the documents or on this checklist only. DESCUP ION Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R• 19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. • §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2-5352(k): Slab edge insulation . water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 penVinch. §2-5311: Insulation specified or installed mats Califomia Energy Commission (CECT quality standards. Indicate type and form. §2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. e. Doors and windows weatherstripped: all joints and penetrations caulked and sealed 42-5352(e): Special infiltration barrier installed to comply with 42-5351 meets CEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a Tight fitting, closeable metal or glass door b. Outside air intake with damper and control e. Fluc damper and control 2. No continuous burning gas pilots allowed. t HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sir ng: attach calculations. t §2-5352(h) and 2-5315: Setback thetnosuat on all applicable heating systems. ' 112-5316(a): Ducts constructed, installed. and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2-5314(c): Gas -rued space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R.12 or greater) or combined interior/exterior insulation (R-16 or greater): fust 5 feu of pipes closest to tank insulated (R-3 or greater). §2.5312(Exception 1): Pipe insulation on steam and steam condensate return & recirculating piping. §2-53 18(d): Swimming Pool Heating 1. System has: a.On/off switch on heater. b. Weatherproof instruction plate on heater: c. Plumbed to allow for solar. 2. 75 percent thermal cfrociency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures ` §2-5352(j): Lighting - 25 lumcns/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators, refrigerator -freezers, freezes and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT DESIGNER I ENFORCEMENT This certificate of oomplia= lists the building features and peiformattce specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Chapter 2. Subc h3pter4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shaU retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Name: TitklFum: Addren: Telephoner Lic. N: (signanut) (date) Documentation Author Titic/Ftrrn: ' Addr,css: Building Owner Mame: Address: Telephoner (signature) Enforcement Agency Name: Agency: Tckowtte (dater) - HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct -Output Manufacturer / Model # conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) �ut.trt�I 7 2- No ovc- . Q0 M N 18�iyp Maximum Furnace Heating Output: ?2034 Btuh HOT WATER SYSTEMS Tank . Manufacturer/Model # System Type (storage gas, etc.) Capacity. (or approved equal) Special Feature(s) . SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these meanues regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by mon: stringent compliance requawnens listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they arc shown elsewhere in the documents or on this checklist only. DESCUP ION Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R• 19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. • §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2-5352(k): Slab edge insulation . water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 penVinch. §2-5311: Insulation specified or installed mats Califomia Energy Commission (CECT quality standards. Indicate type and form. §2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. e. Doors and windows weatherstripped: all joints and penetrations caulked and sealed 42-5352(e): Special infiltration barrier installed to comply with 42-5351 meets CEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a Tight fitting, closeable metal or glass door b. Outside air intake with damper and control e. Fluc damper and control 2. No continuous burning gas pilots allowed. t HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sir ng: attach calculations. t §2-5352(h) and 2-5315: Setback thetnosuat on all applicable heating systems. ' 112-5316(a): Ducts constructed, installed. and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2-5314(c): Gas -rued space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R.12 or greater) or combined interior/exterior insulation (R-16 or greater): fust 5 feu of pipes closest to tank insulated (R-3 or greater). §2.5312(Exception 1): Pipe insulation on steam and steam condensate return & recirculating piping. §2-53 18(d): Swimming Pool Heating 1. System has: a.On/off switch on heater. b. Weatherproof instruction plate on heater: c. Plumbed to allow for solar. 2. 75 percent thermal cfrociency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures ` §2-5352(j): Lighting - 25 lumcns/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators, refrigerator -freezers, freezes and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT DESIGNER I ENFORCEMENT This certificate of oomplia= lists the building features and peiformattce specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Chapter 2. Subc h3pter4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shaU retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Name: TitklFum: Addren: Telephoner Lic. N: (signanut) (date) Documentation Author Titic/Ftrrn: ' Addr,css: Building Owner Mame: Address: Telephoner (signature) Enforcement Agency Name: Agency: Tckowtte (dater) 1. Ceiling Insulation 2. Wall Insulation -4 Number of stories 0.80 R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 -2 R-30 -2 -1 -1 R-38 0 0 0 U -value 1 R-19 8 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6 . 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation -4 j 0.80 Single- Single - 0.70 2 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -14 3 8 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 -49 -15 -8 -1 3. Raised Floor Insulation 14 25 Insulation In Floor -14 -7 0 Number of stories 14 R -value One Two Three R-0 -17 -8 -5 R-11 3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 21 34 -7 0.60 -144 -70 -46 0.50 -120 -58 -38 0.40 -95 -46 -30 0.30 -69 -34 -22 0.20 -43 -21 .-14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -14 3 Number of stories 10 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -0 3 R-11 -2 -2 -2 R-19 -1 -2 -2 4. Slab Edge Insulation 16 - 10 Number of Stories 9 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Inriltration (Air Leakage) Specifimbon Points Standard ' Cr 6. Glass Heat Loss Total North East South West Skylight 18 U -value 1 4 1 Percent 16 4 .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 34 -7 -2 • 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 :26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 3 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) Effective Percent Glass (percent Stan x SC) ffective %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 )a = not allowed -8 -7 IB. Shading (Shade Closed) 3 0 -4 Effective Pei ca It Glass -4 -16 2 (percent glass x SC) -1 Effective %Glass North Em South West SIAM 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 -26 -36 -33 na 10 -6 -23 -31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21.. -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 na . not allowed 9. Interior Thermal Mass SCORE CARD Interior Slab Floor Raised Floor Mass Stories Stories 1200 /CFA One Two Three One Two Three 0.0 -8 -5 -4 .2 -1 -1 0.1 -8 -5 -3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass 7 Exterior Single- Single - +6b 16 or Wall Family Family Multi Mass Detached Attached Family 0.00 0 0 0 -17 0.20 3 2 1 -12 0.40 5 4 3 4 j 0.60 8 6 4 3 0.80 10 8 5 0 1.00 13 10 7 0 1.20 13 12 8 5 1.40 12 13 9 16 1.60 10 13 11 5 1.80 10 12 12 13 200 10 11 13 26 11. Heating System 15 12 8 SE or IT.SPF 30 26 22 18 (assumes ducts In attic) 9 13.0 _ Sum of 1.6 29 • 24 20 15 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 2 Etrective SE or HSPF 1 -15 (SE or HSPF x duct efficiency) -9 Effective -25 or -24 to -1410 -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment 0 0 System Type IE None 30 Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System SCORE CARD Unit Size (sl) Water SEER 1199 1200 1700 2200 2700 (assumes ducts In attic) or In to St'm of 7-10 or Type Type less -2S or -24 to -14 to -4b +6 to 16 or SEER less -15 3 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 .5 -4 -3 8.9 -5 -4 -4 3 -2 -2 9.0 -4 -3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 12.0 15 13 11 9 7 5 J3.0 20 17 14 12 9 6 -12 -9 Effective SEER -6 IG None (SEER x dud efficiency) -3 -2 .2 Sum of 7-10 1.2 Solar 7 Effective -25 or -24 to -1410 -4 to +6b 16 or SEER less -15 -5 +5 +15 more 5.0 30 -25 -21 -17 -13 -9 ; 6.0 -12 -11. -9 -7 -6 4 j 6.6 -5 -4 -4 3 -2 -2 �. 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 • 24 20 15 10 or Zonal Control Adjustment 7 5 10 8 7 6 4 3 5 No (tooling System Installed 2 2 Stories - 9 4 3 2 One -5 -4 4 -3 -2 -2 Two+ 3 3 2 2 2 1 Single -Family Detached and Attached Interior Mass/CFA . rrve I "AS$ SCORE CARD Unit Size (sl) Water 1199 1200 1700 2200 2700 Heater Credit or In to to or Type Type less 1699 2199 2699 more SG None 0 0 0 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 WSB 5 3 3 2 2 20% POU 8 5 4 3 3 SE None -37 -24 -18 -15 -12 95% .Solar -1 -1 -1 0 0 0.6 HWR -18 -12 -9 -7 -6 23 WSB -25 -16 -12 -10 -8 3.8 POU 718 -12 -9 -7_ -6 IG None -5 -3 -2 .2 -2 1.2 Solar 7 5 4 3 2 2.7 POU 3 2 1 1 1 IE None -28 .19 _ -14 -11 -9 20% Solar 8 5 4 3 3 1.6 POU -10 3 -5 -4 -3 3.1 Multi -.Family (individual units) 3.9 4.1 4.3 4.5 UnitSize (61700 5 Water 5.4 699 700 1200 0.7 2200 Heater Credit or b to to, or Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 3 WSB 9 4 3 2 2 4.5 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 1.9 Solar 2 1 1 0 6 3.4 HWR -23 -12 -8 -6 -5 4.8 WSB -25 -13 -8 -6 -5 ---MU. 0.9 _23 =12 _-8 -8 3 -5 IG None -8 -4 .3 -2 i -2 3.7 Solar 6 3 2 1 1 5.1 POU 1 0 0 0 0 IE None 30 -15 -10 -8 -6 2.5 Solar 18 9 6 4 4 4 POU -8 -4 -3 -2 -2 Interior Mass/CFA . rrve I "AS$ SCORE CARD Measures - Point Scores 1. Ceiling Insulation n or Z R -value [38] U -value [0.030] 2. Wall Insulation e 113 or 4 21 It.i•utxc•..b et.d .I6b Ic6rv1 R -value [11] U -value [0.098] 3. Raised Floor Insulation or - I TYPE 1 MASS IM (UC • 4.2• ie: exposed slab) 46 Slab Edge Insulation or R -value (0) F2 factor [0.77] 0% 5% 101. 15% 20% 25% 30% 35% 40% 45Y. 50% 55% 60% 652/. 70% 75% 80% 85% 90% 95% 100% 105% 1101/6115% 120% 125• 01/. 0 0.2 0.4 0.6 0.6 1.1 1.3 1.5 1.7 1.9 2.1 23 25 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10% 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 2.3 2S 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 21 29 3.1 3.3 3.5 3.1 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 58 4011. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 507E 0.9 1.1 1.3 1S 1.7 1.9 21 23 Z5 27 3 3.2 3.4 3.5 3.8 4 42 4.4 4.6 4.8 S.1 5.3 5.5 5.7 5.9 6.1 '55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 29 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 6.3 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6.4 701/6 1.2 1.4 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 52 5.4 5.6 58 6 62 64 75% 1.3 1.5 1.7 1.9 21 2.3 25 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 BOY. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 62 64 66 85% 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.6 5 52 54 5.6 5.9 6.1 63 65 67 90% 1.5 1.7 2 2.2 2.4 262.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 2.5 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 25 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 so 7 110*/. 1.9 2.1 2.3 2.5 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 S.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 21 2.3 25 2.8 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD Measures Point Scores 1. Ceiling Insulation n or Z R -value [38] U -value [0.030] 2. Wall Insulation e 113 or 4 21 R -value [11] U -value [0.098] 3. Raised Floor Insulation or R -value [ 191 U -value [0.037] 46 Slab Edge Insulation or R -value (0) F2 factor [0.77] S. Infiltration Standard 0 6. Glass Heat Loss Q b / (). 3 + 8 +to Type [double) U-value[0.65] % Total Glass (16] Sum 1-6 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating % Glass SC Eff. % Glass A I' X i% _ �•� S� X = 3 /. tr X X t� X = O % Glass SC Eff. % Glass _1 V, X 69 = 099 2.1 X = :24 57 X = •C1 J 3. �l X = •illy D X = O TYPE 1 MASS AREA % Interior7,,s/CFA COND. FLOOR AREA TYPE 2 MASS AREA $ Exterior Wall Mass ND . FL OR AREA % X SE or HSPF Duct Efficiency [0.78] Effective SE or [0.72/6.6] HSPF [0.5615.15] SEER [9.5] Duct Efficiency [0.74] Effective SEER [7.03] Type [SG] Credit [none] 0 t� Sum 7-10 Point Total: + 15 50 W :.., -:.,.. d • .� .::f' . �'.:,.. ,. ,.,:., n :.. �,y:�..� S s -zk}<k . , ti i s. k.': -:'�. M. �. }.. y �y 1, / �. Za, r� , n ELECTRICALI NTE RIORAT , ,:.. y ... r.- -. : :+ : moi. , , ,: ,. .,. µ t`♦ r. ti x .w. w . •`,�' ... ,. .. a �-.. ,. f r F , _. >. ,- 3 vv� A-3 DEWATERING FLAN DETAIL5 fie... ... .,, ,..: .. Zr DPJVE f ... # JQ v5-0 �tir i , _ 34, /� _ �. 9 -ti Jl ENGINEER .. ._ .. ._.. j .. , , ..... �`^'`� t j } r r ATE5 DRIVE w Tl fEN�,T\iLT� 8,1 ' 51TE PLAN Aja : j V � j 2-(V -✓ 10Q I 17T' NORTH 5C LE 40,00' ;A� Yfyi,e >�VY� KTH 0, ATC 03/10/05 IF _ JB NO v, 1i c :err► r-' > t-- L -L U')CD114,-j 00 cis -s 0) w cr� .� M 0 00 00 Fo �: c,s ca or) cn C7 sI1' I c Ln o" w w c0a :E t3._ .> Z_ - LL m E u3 « crw an m v cd z } ?^ u,; �n 50 W :.., -:.,.. d • .� .::f' . �'.:,.. ,. ,.,:., n :.. �,y:�..� S s -zk}<k . , ti i s. k.': -:'�. M. �. }.. y �y 1, / �. Za, r� , n ELECTRICALI NTE RIORAT , ,:.. y ... r.- -. : :+ : moi. , , ,: ,. .,. µ t`♦ r. ti x .w. w . •`,�' ... ,. .. a �-.. ,. f r F , _. >. ,- 3 vv� A-3 DEWATERING FLAN DETAIL5 fie... ... .,, ,..: .. Zr DPJVE f ... # JQ v5-0 �tir i , _ 34, /� _ �. 9 -ti Jl ENGINEER .. ._ .. ._.. j .. , , ..... �`^'`� t j } r r ATE5 DRIVE w Tl fEN�,T\iLT� 8,1 ' 51TE PLAN Aja : j V � j 2-(V -✓ 10Q I 17T' NORTH 5C LE 40,00' ;A� Yfyi,e >�VY� KTH 0, ATC 03/10/05 IF _ JB NO v, 1i c :err► STRUCTURAL INf OKMATIONIKIfQUIKEMENTS, PLAN t SUMP LOCATION. z x ItWl , t 'z w C L A { E A PLAN (LOWER LEVEL) K Yl 4 LLAK W �/ ,... NORTH SCALE. -Q :+ 3 y 12 1, 2- C. M. U, BLK. WALL5 FOR BAR 5UPPT. TYPICA .' Ln +w .4 3 4 "Y S. r�5 "x�r� tx- 1 RSC 55 CO �I FOR TIL NLS TIM a Y +z CABANA EXTFKIOIC.-fLfVATIoI ::.'.Y?��.'#E� � ..�:.... .,�� .a ., '..: �•,;��: k.k ,_ � .x«�. .i"'" �.�� .,� aX .;;c�x,�.�` = w.. `�-.�. ,�.�;. �i.�'ra �. �.. � --CA5T CON. BAR TOP W{ POOL -EDGE DE -TYPICAL ---WOODEN FACL-FRAM FOR CA1575, A171 ACHED t" . 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