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HomeMy WebLinkAbout007-200-069COUNTY. AREA DEPARTMENT OF DE ":,LOPMENT SERVICES 4<a� NSPECTION CARD 9,1UST.BE ON JOB SITE 24 Hour Inspection Line (IVR) : 530:}38.4365 (Cut off time for inspections is 3pm) Development Services cannot 2-4antee inspections on the date requested Office: 530.538.7601 Fax: 5:538.7785 www.ButteCounty.net/dds i' Issued: 8/25/2017 Flood Zone: None SRA Area: No SETBACKS for Zon*hg- AG, SRA, J ICO ` ' Front: Centerline of Road: Rear: SRA: Street: AG: S j Interior iT (10.2KW) Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 131 Foundations / Footings 111 Pier/Column Footings 122 Eufer Ground 216 Masonry Grout 120 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 - Gas Test Underground/floor 404 Gas Piping Underground/floor 403 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Do Not Install Floor Sheathing or Slab Until Above Signed ShearwallB.W.P.-Interior 134 ShearwallB.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 153 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 4 -Way Rough Framing 128 Gas Piping House 403 Gas Test House 404 Shower Pan/Tub Test 408 Do Not Insulate Until Above Signed u -Inspection Type IVR INSP DATE T -Bar Ceiling ;145 Stucco Lath 1142 Swimmin ;Pools Setbacks , : 131 - Pool Plumbing Test .504 Gas Test ; 404 Pre-Gunite ! 506 ' Rre=Deck; 505 �! J-091 Fencing/Alarms/Barriers.' 503 1 c=Plaster ,1507 Se'?t y OFFICE COPY 1M r t Bldg Permit e ,'�`i: Address:f, . ,, t Zviv �S .I SF�4GAS By: * r, . r� ;Date - 4 ,...., ,,.,;• � Y Electric By" Dat . rpt �Y J ii11_ . _s - . ��•. CI,'fi� Skirting/Steps/Landings C610 - Coach Info Manufactures,Name: Date of Manufacture: Model Name/Number: 'Serial Numbers: Length x Width: ' Insignia: ..F• d. 1 7 Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Fire Sprinkler Test or Final 702 Public Works Final 538.7681 ` Fire De artment/CDF '538.6226 Env. Health Final 538.7281 Sewer District Final "PROJECT FINAL li - 2c' I*Project Final is a Certificate of Occupancy for Residential Only) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED,'YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYSPRIORTO EXPIRATION (24 unread) - jjobush@att.net - att.net Mail Page 1 of I. to AT&T - Mail att.netMobile. DIRECTV U -verse att.com • En Espanol " I , ( All FJohn Bush, search your mailbox Search Mail' r Search Web Home John { .~ 13, nn la Compose 4% Ok ♦ , p Archive ® Move ® Delete Q Spam •• More i. ♦ X Inbox(24) Drafts (23) f Sent, - r ' I Archive. ( . Spam (4) r.. '�' L TransferWise Trash (20) - f Smart Views Important - f Unread Starredto t send money People F}internationally. • Social. Shopping i Travel 4 t Finance r "Folders •. a Amber house pictures > Recent• • • _- i - t > , fj r r , .. F -! 14 1 ' httpsi//mail.yahoo.com/ ' 12/13/2017 9 i -"..J -V Did IRQNRIDGE Attn: David F. Taggart, VP Products, IronRidge Inc. Date: March 2811, 2017 Re: Structural Certification and Span Tables for IronRidge Flush Mount System 1495 Zephyr Avenue Hayward, CA 94544 1-800-227-9523 IronRidge.com This letter addresses the structural performance and code compliance of IronRidge's Flush Mount System. The Flush Mount System is a proprietary rooftop mounting system used to support photovoltaic (PV) modules installed in portrait or landscape orientation and set parallel to the underlying roof surface. PV modules are supported by extruded aluminum XR Rails and secured to the rails with IronRidge mounting clamps. The XR Rails are side mounted to a selected roof attachment with 3/8" stainless steel bonding hardware and then attached directly to the roof structure or to a stanchion that is fastened to the underlying roof structure. Assembly details of a typical Flush Mount installation and its core components are shown in Exhibit EX -0015. The IronRidge Flush Mount System is designed and certified to the structural requirements of the following reference standards for the load conditions and configurations tabulated in the attached span tables: • ASCE/SEI 7-10 Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) • 2015 International Building Code (IBC -2015) • 2016 California Building Code (CBC -2016) • 2015 Aluminum Design Manual (ADM -2015) The tables included in this letter provide the maximum allowable spans of XR Rails in the Flush Mount System for the respective loads and configurations listed, covering wind exposure categories B, C, & D, roof zones 1, 2 & 3, and roof slopes from 00 to 450. The span tables are applicable provided that the following conditions are met: 1. Span is the distance between two adjacent roof attachment points (measured at the center of the attachment fastener) 2. The underlying roof pitch, measured between roof surface and horizontal plane, is 450 or less. 3. The mean roof height, defined as the average of the roof eave height and the roof ridge height measured from grade, does not exceed 30 feet. 4. Module length shall not exceed the listed maximum dimension provided for the respective span table and module width shall not exceed 40". 5. All Flush Mount components shall be installed in a professional workmanlike manner per IronRidge's Flush Mount installation manual and other applicable standards for general roof construction practice. © 2017 IronRidge, Inc. CA Flush Mount System Certification Letter -1 Llorez'eo 'ar :A6 o3N33N3 x'3:Ae D3wd3aa 'A331ww SNOLLVM3a 03N IIM 01 oM0n033tl ONV NMONSSYW315ASi0 3215 n03 63215 LOONO3 ONY m. WnWIMW ONtl v3MS 113)IV3a813mn SNOLLVION WYSOMO 'NOW'11OSNOr ONNMI AlR10Nllltl T/JOl ONVS3Nn3 33NN11M AldW031SfIW DNOfIMTItl 3tl SdWV LB'lt 3Y 611YM mu 3tlA OtZ lndaW %VW 3V 00WW" ddWl 00AWSI 30A 00A00'OSO ddWA G—OOr04%YWd L dNl 0435 9 3903 D03lN1O5 O tl31lIiAN1 DoVa", ddWl 30A0051 30A 30A00'OSC ddWA S11YM001'S —d 6a3 SI DNO11S a3DWlldp'.-Ol Ad O o0V888 051 30V106 ddWl 3oA 09'Lt o0A DOA 00'SC ddYll. S1IVM OK % d ONOW lV OKMS QOlOMN S311100W Ad W105 O F£� F1 p� �® 'NnV LnoN031W3 L1M / ONrotriJ O38D• 4 .� ro Z-NMLLL 610 - t 03aNN3NM1W3 j Ol NOWSNYn!0 1X 03dnsd3SA ' ONnoao no ro AOOOL Ad ola- t I:LOZS 03N NMOOWIS.— Y'NO aOndlVlVi 0— V133 -0351a Do 'Odi9:NF1lIOB 5531a3WSOi5NVn1 3VA OK ®SILVM OOObI N31a3N113LLa31Nl AlLlllll 6nNW W L3S 3D03 i1tl10S 03a 3OWd5 31StlStl3A3Wl I r wNw m3.WZNI G.NOSS w,. I roZ1U ".c 0311ddO4 n3sn G 14 ONO" O O O Qa Sl iODNn11S O O O Qs 6a3Z1WLL MUD 631 / ltl NIONnDn9 031511NVAO OVi0111Vd 3916TW 30OW313 ONIONnoso –_ n3EIWLLdO 00 X08 n3MOd lnda1011ndNl t3W/t3W 11YM 00t WWYN1400td 3903 W10S 'NOWSOd n3NVia816V, N,., 33Wf3S NNW 10 3LISOddO a3f 9 3U-OM031V30103NH ZML-Z1-1 n S31tSM— 'WVNOVIOa0W31SA6SIN MOSVSNDMUn0 a03 NM3INN331 s3 anOA 13V1N0336Y 'U3M3WWO33a M ONT M n3AO d0a03OV110A x NVN13NOW ON 3215 LACN00 CNV3 W133—A"33Ntl1S10 NIW3 M V301AOnd ALI iO NAON Ol 133x611535 AVW 1N3 &M3 40 wuLL l3 "O '6NOLLV301 NOLLtlNIWn31 ON NOi Sl38V,1 "dlno3 oNVS1MINVWOla3i3a 'S novxo3 nOi 1NOd3a oN0r3Vn 11nSNO3'AWAAMY 1110AV, MIS.OId A4q ONOOM aoi 1 AV, S131d30 WHOM SINL 'mn033OW NOI1tl OOW 'SVMLL S1N3NO W'S33N 3SNOUV ISNI 'NOLLtlWn 00 MSAS ltl0LLM0 NI 01NONY S1N3NOdWp3 W316AS d0 NOLLYIIVlbYll Ol nOnfd A13131dW03 S1V11NtlW lNOV3a %NMaOdWI N l l I I I I I I I I 103NNW IGN NVN I I I I I 3tlA OK /3W 00 I I SRMro 03WI10S I I I I J L313 Ad Y0B NLM NOmoNn M03 NI mN, 0NOl3NYd Sn5 M dlMlL nOi ONI1Vtl n010110N00M Ino %OZl 33N NNINNW O1 YSLl O1 n3NV3a8 33W135 tl00Z 3N131Yn30 3NNW YOOZ i03ldWYX3 so a3O3W ,nln TM01133alO1B n3EIWLLdO 00 X08 n3MOd lnda1011ndNl t3W/t3W 11YM 00t WWYN1400td 3903 W10S 'NOWSOd n3NVia816V, N,., 33Wf3S NNW 10 3LISOddO a3f 9 3U-OM031V30103NH ZML-Z1-1 n S31tSM— 'WVNOVIOa0W31SA6SIN MOSVSNDMUn0 a03 NM3INN331 s3 anOA 13V1N0336Y 'U3M3WWO33a M ONT M n3AO d0a03OV110A x NVN13NOW ON 3215 LACN00 CNV3 W133—A"33Ntl1S10 NIW3 M V301AOnd ALI iO NAON Ol 133x611535 AVW 1N3 &M3 40 wuLL l3 "O '6NOLLV301 NOLLtlNIWn31 ON NOi Sl38V,1 "dlno3 oNVS1MINVWOla3i3a 'S novxo3 nOi 1NOd3a oN0r3Vn 11nSNO3'AWAAMY 1110AV, MIS.OId A4q ONOOM aoi 1 AV, S131d30 WHOM SINL 'mn033OW NOI1tl OOW 'SVMLL S1N3NO W'S33N 3SNOUV ISNI 'NOLLtlWn 00 MSAS ltl0LLM0 NI 01NONY S1N3NOdWp3 W316AS d0 NOLLYIIVlbYll Ol nOnfd A13131dW03 S1V11NtlW lNOV3a %NMaOdWI Engineering XR100 SPAN DETAILS (Portrait) MAXIMUM REACTION FORCES (Portrait) Roof Zone Max Span /IdIRONRIDGE Bush 152746 8.101. 1495 ZEPHYR AVE, HAYWARD, CA 94544 PITCHED ROOF 8'5" 3'4" Project Details 6' 10" 2'9" NAME Bush 152746 DATE 2017-08-24 LOCATION Chico, CA, 95973 TOTAL MODULES 30 MODULE Solarworld:SW 340 XL MONO (33mm) TOTAL WATTS 10,200 DIMENSIONS 78.5" x 39.4" x 1.3" (1 mm x 1 mm x 33mm) ATTACHMENT PTS 52 Load Assumptions Building Details WIND EXPOSURE B ROOF SLOPE 20 deg WIND SPEED 100 mph BUILDING HEIGHT 30 ft GROUND SNOW LOAD 0 psf RISK CATEGORY I ATTACHMENT SPACING 6.0 ft Engineering XR100 SPAN DETAILS (Portrait) MAXIMUM REACTION FORCES (Portrait) Roof Zone Max Span Max Cantilever 1 8.101. 3'6" 2 8'5" 3'4" 3 6' 10" 2'9" XR100 SPAN DETAILS (Landscape) Roof Zone Max Span Max Cantilever 1 12-5" 5' 2 11'6" 4'7" 3 9' 4" 3'9" System Weight Down TOTAL WEIGHT 1644 lbs WEIGHT/ATTACHMENT 31.6 lbs DISTRIBUTED WEIGHT 2.5 psf RACKING WEIGHT 215.4 lbs Roof Zone Down Uplift Lateral 1 242.00 -154.00 20.00 2 242.00 -270.00 20.00 3 242.00 -431.00 20.00 MAXIMUM REACTION FORCES (Landscape) Roof Zone Down Uplift Lateral 1 124.00 -79.00 10.00 2 124.00 -139.00 10.00 3 124.00 -221.00 10.00 Last updated by Alden Silber on 2017-08-24 16:27:45 -0700 Page 1 of 14 .. ' r� - - i �, *• J , F a :f'f .. T s' - - - - , i solar 0=09 o va. SolarEdge Single Phase :Inverters +�r T .r »f ,ForeNorth America + , +�y,• F p. t F SE3000A-US / SE3800A-US / SE5000A-US % SE6000A-US SE7600A-US-/ SE10000A-US / SE11400A-US r r_ a • Z3 , y �Jil i x . ver a im 12- 5 71 ^?L - � yr if ai •N , i F . f �•a f _Yr '. PP .Iip R % 1 xt USA -CANADA - GERMANY -ITALY -FRANCE-JAPAN-CHINA -AUSTRALIA -THE NETHERLANDS -UK - ISRAEL - TURKEY -SOUTH AFRICA! BULGARIA •,WWW.SO18fECIg2.US ' _' i'':� , };- ,-rTMte Tiy a t2a y 'k .;•r 'L. .i � � p•'J' stn � * fir, . ~ USA -CANADA -GERMANY -ITALY-FRANCE -JAPAN-CHINA -AUSTRALIA -THE NETHERLANDS-UK-ISRAEL -TURKEY -SOUTH AFRICA-BULGARIA-INDIAI WWW.5018fedge.US QUALITY BY SOLARWORLD SolarWorld's foundation is built on more than 40 years of ongoing innovation, continuous optimization and technology expertise. All production steps from silicon to module are established at our production sites ensuring the highest possible quality for our customers. Our modules come in a variety of different sizes and power, making them suitable for all global applications—from residential solar systems to large-scale power plants. fD Elegant aesthetic design—entirely black solar module, from the cells and frame to the module corners M Extremely tough and stable, despite its lightweight—able to handle loads up to 178 psi (8.5 kN/m2) M Tested in extreme weather conditions — hail -impact tested and resistant to salt spray, foost, ammonia, dust and sand m Proven guarantee against hctspots and PID -free to IEC 62804-1 puallty lasted MADE IN USA,, p OF US & IMPORTED PARTS ID. 4004-5048 M SolarWorld Efficells- for the highest possible energy yields M Patented corner design with integrated drainage for optimized self-cleaning M High -transmissive glass with anti -reflective coating M Long-term safety and guaranteed top performance - 25 -year linear performance warranty; 20 -year product warranty www.solarworld.com te � ®Id IPON RIDGE Flush Mount System Sii Built forSolar's'toughest roofs. IronRidge builds the strongest mounting.system for pitched roofs in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 20 -year warranty. ' fi Strength Tested PE Certified All components evaluated for superior^ Pre -stamped engineering letters structural performance. available in most states. Class A Fire Rating - Design Assistant Certified to maintain the fire resistance ® Online software makes it'simple to rating of the existing roof. create, share, and price projects. UL 2703 Listed System 20 -Year Warranty ® Entire system and components meet O Twice the protection offered by newest effective UL 2703 standard. competitors. solar-.. - - .. ... :{; • � • ... • t, + r Voc and Isc in SolarEdge System's - Technical Note- Modules short circuit current (Isc) and the open circuit voltage (Voc) are fundamental figures in the design of solar systems. The Voc is - determining the maximum string length (number of modules in one string), and Isc is required for calculating the maximum current in the string. In SolarEdge systems, due to the addition of power optimizers between the PV modules and the inverter, Voc and Isc hold different meanings from those in traditional systems. This document describes these differences, in Isc and Voc in SolarEdge system compared to their, traditional meanings. _ String Current and Voltage `In traditional systems (string inverters), the string Voc is the sum of the Vac of all modules in the string and the Vmpp is the sum of all modules ' Vmpp. As such, the total Voc voltage must be below the inverter's maximum input voltage (Max absolute rating) and the minimal string Vmpp must be above inverter's lowest MPPT point. SolarEdge inverters are operating in a fixed string voltage point (seethe SolarEdge Fixed String Voltage Application Note on the SolarEdge 3 website), therefore the string voltage is always the same, regardless of the number of modules connected in the string or the irradiance power' or modules temperature. : The power optimizers serve as power sources and since all optimizers in the string share the same output current, each optimizer's output voltage is proportional to its module power, out of the string power: ' - Module MPP power , n Vout = total string power - fixed string voltage The power optimizer output current equals the string current: _ total string power bout = string = fixed string voltage • ' In any case, if SolarEdge inverter connected to a string of power optimizers, the string voltage will not exceed the maximum voltage specified. •, in the inverter datasheet. s K The instantanuse powert.voltage/current can be seen on the inverter. LCD screen (in case regulatory, inspection requires actual measurements Voc The SafeDem mechanism (see the SolarEdge SafeDCApplication Note on the SolarEdge website) assures that whenever an optimizer.is�-- 'disconnected from the inverter or when there is no AC in the system (due to inverter shutdown or grid fault), it will output only 1V.(±O.1V). `_ ; . This ensures safe voltage when installing and maintaining the system, and easy validation of installation since the string open circuit voltage equals the number of modules connected expressed in volts, e.g. a 16-module string has a Voc of —16V. The string Voc is dependent only on the number of optimizers in the string x1V and not on the module specifications. Once the string is connected to an operating inverter, and there is enough light, the string voltage will rise to the fixed string voltage operating point. - ISC Short circuit current is measured when the string is disconnected from the inverter. In this state, the optimizers are at SafeDC mode (see above)., and output 1V. The output current in this state is limited to 300-600 mA, dependent on temperature and module voltage, both positively correlated. - For cablingcalculations related,to;maximum:current (r e.°wirelgauges), use the maximum output current-as appearin the powers ;. optimizerdatasheet A BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR)#:530.538.4365 OFFICE #: 530.538.7601 - FAX#:530.538.7785 www.BxitteCounty.net/dds EJECT INFORMATION Owner: Permit No: B17-1954. 7 JOHN,BUSH 656 VILLA DR Issued Date: 8/25/2017 By- DAH CHICO, CA 95973 Exp'iratiofi' Date: 8/25/2018 5303421737 Occupancy: Zoning: ki OWNER BUILDER sation rovisions of JOHN BUSH Site Address: 656 VILLA DR APN: 007-200-069 Permit type: MISCELLANEOUS Subtype: SOLAR ROOF -RES Description: SOLAR ROOF MNI EJECT INFORMATION Owner: Permit No: B17-1954. 7 JOHN,BUSH 656 VILLA DR Issued Date: 8/25/2017 By- DAH CHICO, CA 95973 Exp'iratiofi' Date: 8/25/2018 5303421737 Occupancy: Zoning: ki OWNER BUILDER sation rovisions of JOHN BUSH Building Garage Remdl/A ddn 0i 0 0 656 VILLA DR CHICO, CA 95973 Other i Porch/Patio Total 53034 1737 0 0 0 LICENSED CONTRACTOR'S DECLARATIONOWNER BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class Expires I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for OWNER BUILDER the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 Improve, demolish, or repair any structure. prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed: pursuant to the provisions of the Contractors' (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license ii State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and in full force and effect. Professions Code) or that he or she is exempt from licensbre and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a perkt subjects the applicant to a civil penalty of X not more than five hundred dollars ($500).): Contractors Signature Date 1, as owner of the property, or my employees with wages as their sole compensation, will ❑ do U all of orU portions of the work, and the structure is not intended or offered for sale °' WORKERS'. COMPENSATION DECLARATION (Section 7044, Business and Professions Code: The Contractors' State License Law does not • apply to an owner of property who, through employees' or personal effort, builds or improves the I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations; property, provided that the 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 I have and will maintain a certificate of consent to self -insure for workers' burden of proving that it was not built or compensation, issued by the Director of Industrial Relations as provided for by Section improved for the purpose of sale.). 3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy No. I as owner of the property, am exclusively contracting with licensed Contractors to the project (Section 7044, Business and:Professions Code: The Contractors' State ❑construct 1have and will maintain workers' compensation insurance, as required by Section 3700 of License Law does not apply to an owner of property who builds or improves thereon, and who the Labor Code, for the performance of the work for which this permit is issued. My workers' contracts for the projects with a licensed Contractor pursuant to the Contractors' State License compensation insurance carrier and policy number are: Law.). i Carrier. Policy Number— • Exp. Date: I am exempt from licensure under the Contracto : rs' State License Law for the following. 1:1 certify that, in the performance of the work for which this permit is issued, I shall not reason: 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' Section 3700 of the Labor Code I shall forthwith com I with those X compen P r y provisions. Owners Signature Date Xshl.;PERMIT APPLICANT DECLARATION, Signature Date By my signature below, I certify to each of the following: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS I am L) a California licensed contractor or L) the property owner* or L) authorized to UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES act on the property owner's behalf**. AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN I have read this construction permit application and the information I have provided is correct. I ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN I agree to comply with all applicable city and cou i hty ordinances and state laws relating SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. to building construction. I authorize representatives of this city or county to enter the above -identified property CONSTRUCTIOWLEN DING AGENCY DECLARATION.' for inspection purposes. California Licensed Contractor, Property Owner* or Authorized Agent**: *requires separate verificatidn form **requires separate I hereby affirm under penalty of perjury that there is a construction lending agency for the authorization form performance of the work for which this permit is issued (Section 3097, Civil Code). Lender's Name and Address X Name of Permittee rsIGNI Print Date Lender's Name & Address tT City State Zip I PFEE INFORMATION"I Total Fees: $445.00 Fees Paid: Balance Due: (None) Job Value: $445.00 $20,000.00