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HomeMy WebLinkAboutB17-1204 047-250-208BUTTE COUNTY AREA-. ` _'DEPARTMENT OF DEVELOPMENT SERVICES ; INSPECTION'CARD'MUST BE ON JOB SITE _ 4 e 24 Hour Inspection Line(IVR) 530.538.4365 Cut oftime for',: i3ns ections is m j Development Services cannot guarantee inspections on the date requested DEVELOPMENT SFRYICES ' Office: 530.538.7601, Fax: 5 - ' I i • A , f K v " 1 ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE�PROCEEDING _ Inspection Te- IVR INSP .DATE, Setbacks 131 ' Foundations / Footings. 111 Pier/Column Footings 122 . . Eufer,Ground 216 Masonry Grout 120' Setbacks_ 131 Do Not Pour Concrete Until Above are Signed - Pre -Slab a " • 124 • Gas Test Underground/floor 404 Gas Piping Underground/floor -403 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 -Under Floor Plumbing 412-'" - -f Under Slab Plumbing _ 411 Bloc kin nde inin 612•'. - Tiedown/Soft Set S stem,f 611 Do Not Install Floor Sheathing or Slab Until Above Signed ShearwallB.W.P.-Interior 134 - Shearwall/B.W.P:=Exterior Sewer Roof Nail/Drag Trusses -129 '417 ' 'Manometer Test Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing. -- 153 Rough Plumbing 406 ' Rough Mechanical 316. - 4 Rough Electrical r + 208 = 4 -Way Rough Framing _ 128 Gas Piping House_ a . 403 Gas Test House - r ;- ,-,j• -..404 Shower Pan/Tub Test 408 ` •'Do Not Insulate Until Above Signed _ ,A • . . f- Inspection Type, ' ',• IVR INSP. DATE T -Bar Ceiling i 145 Stucco Lath ,'`. 142 Plumbing Final _ 813 Fire Sprinkler Test or Final 702 Swimming Pools Setbacks_ 131 Pool Plumbing Test 504 Gas Test 404 ;. Pre-Gunite -506 Pre -Deck 505 Pool Fencing/Alarms/Barriers 503 •Pie -Plaster 507 ' ' Manufactured Homes Setbacks 131 Bloc kin nde inin 612•'. - Tiedown/Soft Set S stem,f 611 ,,Permanent Foundation System 613 Underground Electric- 218 Sewer 407 ' Underground Water '417 ' 'Manometer Test 605 Continuity Test + "602 Skirtin Ste s/Landin' s 610 F :Coach Info Manufactures Name:'. Date of Manufacture: .Model Name/Number: Serial�Numbers: Length x Width:' Insi. nia: _ •5 • Final Permit Final.'- 802 Electrical Final 803' . Mechanical Final 809 Plumbing Final _ 813 Fire Sprinkler Test or Final 702 Public Works,Final x 538.7681 'Fire De artment/CDF - 538.6226 -Env'. Health"Final 538.7281 ' Sewer District Final' .. ' **PROJECT FINAL *Project Final is a Certificate of Occupancy, for -(Residential Only)" PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. 1F WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION is a ,. .. ,+ ,. .. _. `rte ,y a ♦ .. . - CUSTOMER INFORMATION CLIENT NAME Todd Kinney ADDRESS: 87 Talon Dr CITY: Chico, CA 95928 PHONE: 530-864-7831 AHJ: Butte County APN # 047-250-208 + i �9 0 0 Cz Dw 'A � S E Ln 0 0 0 CE U 0 ID Y m � Z G s N 8 i + Cover Page APPLICABLE CODES • 2014 NATIONAL ELECTRICAL CODE (NEC) • 2016 CALIFORNIA ELECTRICAL CODE (CEC) - • 2016 CALIFORNIA BUIDLING CODE (CBC) General Solar Specs - • 2016 INTERNATIONAL BUIDLING CODE (IBC) . THE PV MODULES ARE CONSIDERED NONCOMBUSTIBLE AND THIS SYSTEM IS AN UTILITY INTERACTIVE SYSTEM WITH NO STORAGE BATTERIES. SCOPE OF WORK PER NEC, GROUNDING ELECTRODE SYSTEM OF EXISTING BUILDING MAY BE USED ANDEIONDED TO AT THE SERVICE ENTRANCE. IF EXISTING SYSTEM IS 2.56kW Roof Mount with 8 LG LG320NIK-G4 modules and SolarEdge INACCESSIBLE, OR INADEQUATE, OR IS ONLY METALLIC WATER PIPING, A SUPPLEMENTAL GROUNDING' ELECTRODE WILL BE USED AT THE INVERTER inverters - - - LOCATION CONSISTING OF A UL LISTED BFT GROUND ROD WITH ACORN CLAMP. GROUNDING ELECTRODE CONDUCTORS SHALL BE NO LESS THAN #10 AWG - AND NO GREATER THAN 96 AWG COPPER AND BONDED TO THE EXISTING GROUNDING ELECTRODE TO PROVIDE FOR A COMPLETE SYSTEM. SYSTEM INFORMATION • EACH MODULE WILL BE GROUNDED USING AN INTEGRATING GROUND SYSTEM. SYSTEM SIZE: 2.56kW • EXPOSED NONCURRENT CARRYING METAL PARTS OF MODULE FRAMES, EQUIPMENTS, AND CONDUCTOR ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH 250.134 OR 250.136(A) REGARDLESS OF VOLTAGE. • PV MODULE: LG LG320N1K-G4 PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED AS PER SECTION 110.26 NEC. RACKING: IronRidge ALL PLAQUES AND SIGNAGE WILL BE INSTALLED AS REQUIRED BY 2014 NEC. INVERTER(S): SolarEdge HEIGHT OF INTEGRATED AC/DC DISCONNECT SHALL NOT EXCEED 6-7" PER NEC 240.24 AZIMUTH: 145-,235- . THE GROUNDING ELECTRODE CONDUCTOR SHALL BE PROTECTED FROM PHYSICAL DAMAGE BETWEEN THE GROUNDING ELECTRODE AND THE PANEL (OR TILT: 26' INVERTER)IF SMALLER THAN #6 AWG COPPER WIRE PER NEC 250.64(8). THE GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS, EXCEPT FOR MODULE COUNT: 8 SPLICES OR JOINTS AT BUSBARS WITHIN LISTED EQUIPMENT PER NEC 250.649(C). MOUNTING: Roof Mount + ROOF: Composition Shingle , TYPE: Truss METER # 1009002050 i �9 0 0 Cz Dw 'A � S E Ln 0 0 0 CE U 0 ID Y m � Z G s N 8 i + Cover Page / 180• True * r , \ (E) PV ARRAY (E) MAIN SERVICE PANEL / \ INTERCONNECTION POINT XE) PV ARRAY \ (E) PV ARRAY / (E) HOUSE / (N) PV ARRAY / r (N) PV ARRAY _ 9 40 80' ` NOTE: Attachments not to exceed 72" ' IN SERIES . I i PLAN LEGEND - i DC/AC INVERTER wa AC PANELBOARD e AC DISCONNECT DC DISCONNECT (E) UTILITY METER v PV REVENUE METER r COMBINER BOX , JUNCTION BOX �n MAIN ELECTRICAL PANEL IN SERIES 0 0 rz N_w t! sE N u af°+ O O O • L U t] Y l0 N a s Electrical Plan 26 (E) SUNIVA 13'i -- ----_ --_—� -- OPT -270-60-4-1 B0 I +mi + + 8 (N) LG 320N1K-G4 13-- ---- — —. -- - 1 ye°' 2 I + — �F+ --_-8 I+ + - L ---------------------------J E760OA-US c Inverter ct 200A 3 40A/2P Ex. L -d. —�_— --� 200A Main Service Panel 120/240V 1�, 3W NOTE: SEE NEXT SHEET FOR WIRE/ITEM CALLOUTS a H 0 a L U O 3 m u? N - s 8 5 i Single Line Diagram DC SOURCE INFORMATION Manufacturer MODULES CONNECTED TO INVERTER 1 8 MODULES Model# Lowest Expected Temperature SE760OA-US Nominal AC Power - 7600 W Nominal Output Voltage 240 VAC Number of Phases 1 PH Nominal Output Current 31.66 A AC OCP Rating Total number of PV Modules 8 MODULES Number of modules in largest string 8 MODULES TOTAL CEC RATING OF SYSTEM 2.33 kW MAXIMUM NUMBER OF MODULES PER STRING VMAX = VOC + ((T_low-TREF) x aVOC) MPPT Max at Full Power VOC 40.8 V T_low (ASHRAE Low Design Temp.) .3 •C TREF (Cell Temperature at STC) 20 •C oVOC (Temp. Coeffeclent of Voc) -0.003 %/•C VMAX Per Module 43.62 V Number of modules in largest string .18 1 MODULES VSTRING MAX = NMAX x VMAX %/ °C Voltage of Maximum String Size 350 1 V INVERTER 1 SPECIFICATIONS Manufacturer Quantity • ' SolarEdge Model# Lowest Expected Temperature SE760OA-US Nominal AC Power - 7600 W Nominal Output Voltage 240 VAC Number of Phases 1 PH Nominal Output Current 31.66 A AC OCP Rating 40 A Max. Array Input Voltage 500 VDC MPPT Min at Full Power 350 VDC MPPT Max at Full Power 350 VDC Inverter Efficiency 97.5 % Number of Modules Connected to Inverter 8 MODULES CEC Rating of Modules Connected to Inverter 2.33 kW CONDUCTOR AND CONDUIT SCHEDULE (COPPER) DESIGN TEMPERATURES Part Number Quantity • ' ASHRAE DATA XR-100-1688 Lowest Expected Temperature Kit, 4pcs, Universal Module Clamp, Black -3 g 1 •C Average High Temperature 8' 141 RS -LFT -001B •C PV MODULE SPECIFICATIONS XR-100-SPLC Manufacturer 2pcs, Grounding Strap LG Model# LG320N1K-G4 PMAX (Nominal Output) 320 W VMP(Voltage at Pmax) 33.3 V IMP ( Current at Pmax) 9.62 A VOC (Open Circuit Voltage) 40.8 V ISC(Short Circuit Current) 10.19 A NOTC 20 °C Temperature Coefficient of Pmax .0,37 %/ °C Temperature Coefficient of Voc -0.003 %/ °C Temperature Coefficient of Isc 0,03 %/ °C MAXIMUM SYSTEM VOLTAGE 1000 VOLTS Module PTC Rating 299 W Description • Part Number Quantity • ' XR100, Rail 168"(14 Feet) Black XR-100-1688 16 Kit, 4pcs, Universal Module Clamp, Black RS -GD -MCL -225 g g 4 -pack, Stopper Sleeve 40MM, Black 29-7000.1578 8' Kit, 4pcs, Slotted L -Foot, Black RS -LFT -001B 4 Kit, Splice XR300, Mill (1) XR-100-SPLC 11 2pcs, Grounding Strap RS-GDST-001 3 2pcs, Grounding Lug T -Bolt RS-GDLG-002 1 4 Quick Mount Bronze1 1 16 VDROPSCHEDULE ID# Circ Name Circ Voltage(V) Load(A) Ampacity for OCP (A) (Load Tamb Raceway Conductor Required Conductor Size & Type # of Runs Conductor Co CONDUIT Voltage(V) AmpA,age( H LENGTH Voltage Drop Conductor x 1.25) Ampactty (A) per Phase AmDacity E.GPCr (%) 1 PV -1 String PV+/- 350.0 15.00 18.75 0.82 1.0 18.75 #30 PV Wire 1 35. #10 N/A 350.0 7.31 115 approx 0.60 2 PV -1 PV -1 +/- 350.0 15.00 18.75 0.82 1.0 18.75 #10 THWN-2 1 35 #10 MC Cable 350.0 7.31 115 approx 0.60 3 INV 1 L1,L2,N 240.0 31.66 39.58 0.82 1.0 39.58 #8 THWN-2 1 50 #30 3/4" EMT 240.0 31.66 10 approx 0.19 I _SOLAREDGE SE160OA-US CAUTION: SQLAR ELECTRIC; � JOT°°°�T^IG°m�RS°�R° RaiERPERI°�Ei�TER NEC OPF.R^TI3IG CURREIJT( 26871'mdPG CAUTION- S:O:LAR� CIRCUIT SYSTEM CONNECT -'TED OPHRATUi°°GITAG: 5G VpG FWI(I'AUFl SYSTEF7 VOLTAGE: 500 yx: 90 • SHORI'CIRCUIT CURFIENT:. 30 n-uP5 All interior and exterior ndull. raceways, enclosures, and cable assemblies attuars above =d/or below penetrations to be labeled eve7 10'. MAIN SERVICE PANEL NEC •1. .53 DC DISCONNECT/ INVERTER ®WA N NG�m, DOAUPOWER SUPPLY SOURCES; UTILITY�GRID;AND.. NEC PV SOLAR ELECTRIC SYSTEM 690.64, 705.12(4) MAIN SERVICE PANEL PHOTOVOLTAICSYSTEM AC DISCONNECT OPERATING CURRENT: 3L66'AMP S OPERATING VOLTAGE:240 VOLTS: a _ s • NEC 690.17(4) t MAIN SERVICE; SUB PANEL(S), AC DISC. NEC 690.14(2) LOCATED ON J -BOX /COMBINER BOX AC DISCONNECT t 1.01 •mot s s �. • a ?' NEC 690.12, NEC 690.56, SOLAR LOAD CENTER MAIN SERVICE PANEL- 2 NEC 705,12(7) NEXT TO ALL SOLAR BREAKERS _E ..a • m 0 0 O a U O .m 3 N 8 i Placards i , i _ s • NEC 690.17(4) t MAIN SERVICE; SUB PANEL(S), AC DISC. NEC 690.14(2) LOCATED ON J -BOX /COMBINER BOX AC DISCONNECT t 1.01 •mot s s �. • a ?' NEC 690.12, NEC 690.56, SOLAR LOAD CENTER MAIN SERVICE PANEL- 2 NEC 705,12(7) NEXT TO ALL SOLAR BREAKERS _E ..a • m 0 0 O a U O .m 3 N 8 i Placards i , i E N N U O O O t a U O 3 8 i z i Moduta Datasheei ® LG LG NeONaze/ack UW, C a Better Life Mechanical PropDrcies Electrical Properties (STC ") ..____......__.—___....._..._._ 4. t0._..............^._ ............._.._ NN ._.—_._.—._—.._. W ._.—_._. l:.lil4nder tl: MDPW . - ..............................m - k".«uvL.lbu/N.:nyr _.___— qpr Gut¢rt lbtl.4.1........................................... 9,1G. .................. G4 D'mmtiemIS6.rs. 1$171-1—OfmCbvit .NBmbsv ................................. �3.(rdW.�NR!k-...i.0.................. Sort Ci<W Mnru li 1 9.i0 Gmoolom R`w•NI Ibca•I000.4emn _.___ AludeY la+imrryl>'•) _ :4? __ ._...._.....—_.�__•__ppagpa} .GO-•i0— . .... rm .........._.._..........................._aeuoc.r;smr o a.,w,r,a tr.m. vatw. rv) fa'vut) e.v laWm. 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E N N U O O O t a U O 3 8 i z i Moduta Datasheei solar' • • SolarEdge Single Phase Inverters For North America SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US / SE760OA-US / SE1000OA-US / SE11400A-US 9 • arra bit 1 yr ±Fa iR N. Ab t,a r, 14 r 1 i 1®t / jiI y b Y 01 o} +. n 0L.r i e a !r - w • �;. The best �holce for 5olarEdge enabled_ systems` z Integrated arc fault protection(Type. 1) for NEC1162090.13 compliance., _ h SuPerlorefficiency(989611" y Small, lightvielght and easy to Install on. provided bracket J I s ;..�.. Built-in module•lewel rnonitorilig> J net connection through Ethernet or Wireless L4.. Inter... - :.. r :tii�r r• Outdoor and'fndoor insteilation -Figed voltageinverter DC/AC conversion only F Pre assembled Safety Switch for faster installadon y t4 d o I'- revenue gratle;Aata aNstci2.3 USA -GERMANY - ITALY -FRANCE -JAPAN-CHINA- AUSTRALIA- THE NETHERLANDS- ISRAEL - WWW.SOIaredge.Us U O O O t CL U zo LO N `mss `u f i Inverter Datasheet solar=ee Single Phase Inverters for North America SE3000A-US/SE3800A•US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-USI SE11400A-US - SE3000a-US SE3800A-US SESOOOA-US' SE6000A-US SE7—;US I SEIOOWA• U$ y SEII400A•US - n IAC Pow Output—_-� 3000 @ )08V 3800 ' SOOD 600D 7600 11400.... \A I /OQDD @7,40V \ 5400 @ 308V 10800 @ 208V M AC Ppty¢ Outp t .. I 3300. ...150 V Xy0 @.2gpV. I... 6000... I .8350.. .. I.10950 111200 - ..... I VA - AC Output VolUge Min: Nom: Max.u' I I / I I �... 183. 208. 2M VM .......... ............'................ ..... ............ ... � � � AC Output Vohage Min.-NomsMax.b" 211.240-264 Vac / I J J I AC fr ue Min: Nom -Ma.!\' w...^ ....................................... I ............................................................................................. 59.3-W-60.5 ilh Nltwmrysetnn 57 (LI.60;5 w. ..................... ( o....:. 1............ .......... i Nx Max. Contim—, Output Cunent 12.5 I 16 24@206V 25 37. @208Y 4].5 I (............ i I.. A I......... ...... ............. ............!.. 21,E 240V. .... ..... 41. L? 1,OQ1... .............. Gf DI Th h b I 1 I A UtlOry M n �aR 1 1 d g P of ltlo CC n1IRu W Th Mhold Y Y i1NPUT .. ., .. .. '.. M OCPo ISTCJ 8050 5100 6750 8100 10)50 13500 I ISM W T sl -le U pro dal I Yes I Max. in ut Volu P ............... .. .. I SW I V d< Nom. DC In ulV Ila p I 325 20.3V 350 z4UV @ 1 @ I Vtic Max InPutCwrcndu ...................................................�.. 9.5 ie.i 208V3i 708V 13 ...155@240V 18 2.3 305® 2AOV lA'S I............. l .....................- I...................:...0@b........ I......... Adc ...... Max. Input 5lrort Orcuit Cunent I .............. 45 - --...-I...... ... Reverse-Poladry Pmtectbn I ,.......... .. Yes Ground-Fauh l.oladon 0e, Aon .....................................!............... Sen IUviy. .•...•..........••...••...• •...••....•.... ............................. 60011 ...? ry I.......... - Maxlrtwm inveNr Eflkienry.. 97:..... I.....9A.I..... 98.3...., I.....98?..... I...... 98...... I....... �8....... I....... n8.Is I CEC Welgh[ed Edxl ry ..... I 973 ..... ...... 97 5 I 98 197, 97 5915 ......... % ............... @ OV, 2q� wlpnthmP Pam. cA otwn z s 1 4 � w t ADDITIONAL FEATURES- __ SUPPOned Can Mratlonl teN 85485 f5232.EN 7188 IooN II R G de 030, ANL CIL] I Optb p' - .. RaVdSh ldavm-NEC 201469012 Ir ,.i do I.. ded vih S0 Ed6 apdsh tl vn Rn sul d STANDARD COMPLIANCE' ... �- -.-- -- S5'ety ............. ............ UL1741 VLIG99B UL1998 CSA 22 2 I ......... GM Cp ecb ScarMaNs I IEEElv4] .................. E _ FCCp n15 I uB Jit fALLATION-SPECIFICATIONS ........_..-.-._....... AC p t dun site/AWG mng 13/4 I 1 /166AVIG 3l4 I /83AWG . OC at d,lt&lie/Yol vin / I awG. ..0 ................... .. .... ... ..... 3/A /12 t / .. 3/4 I I m112 figs/16.6 AWG 1 C ... ........ ... ... ...... ... ......... .. tn4AWG ............ ..I....- Dimens�Ons Wth Sakry SwitN � 30.Sx 12.Sx v/ 30.Sx125x).2/775x315x]BA x, 315 x, 240..... mrn. .tHx\Y%0) ...................... .......... ........ .... .775 .! ...............98:4 . �aeCrai - N0 Cog N I Cunvecnon nd l m I I F 1.5" "plat"W') t 1 .......... ..r..b......n... ............................(( ............... 1 ......II. ................................ .............e..s........................................................... ..,.. .. ... .-fdam/' .s.o. .... I Min.-MM.Opemdng TemrMure ...R...a...d....n.g .....R. ....e....b...l ..i........... ..... 60 (40 to60v' naAoblen'I Cc................-13o140/z510 ....... ..............�. ....... 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Date: March 281, 2017 Re: Structural Certification and Span Tables for IronRidge Flush Mount System 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 fronRidge 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: • ASCEISEI 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. 8 D. roof zones 1, 2 8 3, and roof slopes from 0° to 45°. The span tables are applicable provided that the following conditions are met 1. Span is the distance between Iwo 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 45° 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. 6 2017 hoiRkip, 1- CA Flints Mwnl Syaian CerliflWkA, Lever - 1 /%� IRONRIDGE tZephyr .CA9 544 Haywardenue .800.22 CA 84544 . � 11.800.227.9523. ImnRidge.com The span tables provided in this letter are certified based on the structural performance of IronRidge XR Rails only with no . consideration of the structural adequacy of the chosen roof attachments, PV modules. or the underlying roof supporting members. It the responsibility of the installer or system designer to verify the structural capacity and adequacy of the - aforementioned system components in regards to the applied or resultant loads of any chosen army configuration. Sincerely, ppAOFE8� - C8*9 CALVI "Gang .Xuan,.PE„LEED'AP-- Senior Structural Engineer u ro O O 0 L CL U 0 3 10 10 m � a N 8 � — `u i t Engineering Datasheet Alp alituni 3 -SP Wals S 31eIIOAO104d DO M19S'Z "-E mN =N , "inl 71, eoZ'OSZ't#O :NdV ME m "ID Uuo1e1LH ;Quulx ppol 'I ;L ^!! " II �: : "-E _,_�_-1_ , "inl 71, 11. ',F ' 'I ;L ^!! " II ' "-!h .iai^.!I 1 "' ^"I�I _r!'te ",i' ::o"I;: SIP I,a`s SM -;:'j." "g�'i ! !'"o z 25; 1. - i of HT .0 1 W a.pl:" IN AS it ar'! i xy G =640 A alp I J LI'la lo 't I i ! 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Ir y0b,"IF - '9'R 7161 TI f T 911 ky, 1 "OH!"IG 00b 8 gill EF -k+ BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 5 INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line (IVR) :530.538.4365 (Cut off time for inspections is 3pm) Development Services cannot guarantee inspections on the date requested Office: 530.538.7601 Fax: 530 PerinitNo: B17-1293 Issued: 6/27/2017 APN: 043-720-029 Address: 1872 BIDWELL AVE, CHICO Owner: MOORE PAUL L & LAURIE J Permit Type: AC UNIT RESIDENTIAL Description: CHANGE OUT SPLIT -SYSTEM ass. i is.) www.tsutteuounty.net/aas Flood Zone: None SRA'Area: No Front: Centerline of Road: Rear: SRA: Street: AG: Interior Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Insnection Type IVR I DATE Setbacks 131 Foundations / Footings 111 Pier/Column Footings 122 Eufer Ground 216 Masonry Grout 120 Setbacks 131 Do Not Pour Concrete Until Above are Sign d 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 Blockin nder inin 612 Tiedown/Soft Set System 611 Do Not Install Floor Sheathing or Slab Until Above Signed Shearwall/B.W.P.-Interior 134 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Manometer Test 605 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 Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Fire Sprinkler Test or Final 702 Swimmin2 Pools Inspection Type IVR INSP DATE T -Bar Ceiling 145 Stucco Lath 142 Sewer District Final Swimmin2 Pools Setbacks 131 Pool Plumbing Test 504 Gas Test 404 Pre-Gunite 506 Pre -Deck 505 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 anufactured Homes Setbacks 131 Blockin nder inin 612 Tiedown/Soft Set System 611 Permanent Foundation System 613 Under round Electric 218 Sewer 407 Underground Water 417 Manometer Test 605 Continuity Test 602 Ski rtin Ste s/Landin s 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insi nia: Finals Public Works Final 538.7681 Fire De artment/CDF 538.6226 Env. Health Final 538.7281 Sewer District Final "PROJECT FINAL *Project Final is a Certificate of Occupancy for (Resil ential Onl ) 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 DAYS PRIOR TO EXPIRATION BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line (IVR) :530.538.4365 (Cut off time for inspections is 3pm) Development Services cannot guarantee inspections on the date requested Office: 530.538.7601 Fax: 530 Permit No: B 17-1293 Issued: 6/27/2017 APN: 043-720-029 Address: 1872 BIDWELL AVE, CHICO Owner: • MOORE PAUL L & LAURIE J Permit Type: AC UNIT RESIDENTIAL Description: CHANGE OUT SPLIT -SYSTEM' ass. i ia� www.tsutteuounty.nevaas AREA 5 Flood Zone: None SRA Area: No SETBACKS for Zon*ngr. AG. SRA. PW Front: Centerline of Road: Rear: SRA: Street: AG:, Interior Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Insipecti6n Tvne IVR INSP DATA Setbacks 131 Foundations / Footings 111 Pier/Column Footings 122 Eufer Ground . 216 Masonry Grout 120 Setbacks 131 Do Not Pour Concrete Until Above are Sign d 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• Blockin nder inin 612 Tiedown/Soft Set System 611 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 Manometer Test 605 Do Not Install Sidin Stucco or Roofing Until Above Signed Rough Framing 153 Rou h 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' Inspection Type IVR INSP DATE Electrical Final 803, Mechanical Final 809 Plumbing Final 813,. Fire Sprinkler Test or Final 702 Swimming Pools Inspection Type IVR INSP DATE T -Bar Ceiling 145 Stucco Lath 142 Sewer District Final ' Swimming Pools Setbacks 131 Pool Plumbing Test 504 Gas Test 404 Pre-Gunite 506 Pre -Deck 505 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 Manufactured homes Setbacks 131 Blockin nder inin 612 Tiedown/Soft Set System 611 Permanent Foundation S stem 613 Underground Electric 218 Sewer 407 Underground Water. 417 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 1 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: e Fire De artment/CDF 538.6226 Env. Health Final 538.7281 Sewer District Final ' "PROJECT FINAL Permit Final 802 Public Works Final538.7681 -rrolect rmai is a uernncate of uccupancy for ttcesmennai umyl PERMITS BECOME NULL AND VOID I YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 5 INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line (NR) :530.538.4365 (Cut off time for inspections is 3pm) Development Services cannot guarantee inspections on the date requested Office: 530.538.7601 Fax: 530 Permit No: B17-0433 Issued: 3/15/2017 APN: 005-382-009 Address: 972 MADISON ST, CHICO Owner: JONES MICHAEL D Permit Type: AC UNIT RESIDENTIAL Description: INSTALL SPLIT SYSTEM www.13utteCounty.net/aas Flood Zone: AO SRA Area: No Front: Centerline of Road: Rear: SRA: Street: AG: Interior Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Insipectillin Tyve 1VR I SP DATE Setbacks 131 Foundations / Footings 1 I 1 Pier/Column Footings 122 Eufer Ground 216 Masonry Grout 120 Setbacks 131 Do Not Pour Concrete Until Above are Sign it 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 Blockin nder inin 612 Tiedown/Soft Set System 611 Do Not Install Floor Sheathing or Slab Until Above Signed Shearwall/B.W.P.-Interior 134 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Manometer Test 605 Do Not Install Sidin 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 Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Fire Sprinkler Test or Final 702 Swimming Pools Inspection Tylpe IVR INSP DATE T -Bar Ceiling 145 Stucco Lath 142 Swimming Pools Setbacks 131 Pool Plumbing Test 504 Gas Test 404 Pre-Gunite 506 Pre -Deck 505 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 anufactured Homes Setbacks 131 Blockin nder inin 612 Tiedown/Soft Set System 611 Permanent Foundation System 613 Under round Electric 218 Sewer 407 Underground Water 417 Manometer Test 605 Continuity Test 602 Ski rtin Ste s/Landin s 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: '.Finals Public Works Final 538.7681 Fire De artment/CDF 538.6226 Env. Health Final 538.7281 Sewer District Final "PROJECT FINAL "Yroject 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 DAYS PRIOR TO EXPIRATION BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 5 INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line (IVR) :530.538.4365 (Cut off time for inspections is 3pm) Development Services cannot guarantee inspections on the date requested Office: 530.538.7601 Fax: 530 Permit No: B17-0433 Issued: 3/15/2017 APN: 005-382-009 Address: 972 MADISON ST, CHICO Owner: JONES MICHAEL D Permit Type: AC UNIT RESIDENTIAL Description: INSTALL SPLIT SYSTEM :)sts. i ia:) www. tsuttet;ounty.neuaas Flood Zone: AO . SRA Area: No Front: Centerline of Road: Rear: SRA: Street: AG: Interior Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Ins ection Type IVR INSP DATE Setbacks 131 Foundations / Footings 111 Pier/Column Footings 122 Eufer Ground 216 Masonry Grout 120 Setbacks 131 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 BlockingfUnderpining 612 Tiedown/Soft Set System 611 Do Not Install Floor Sheathing or Slab Until Above Signed Shearwall/B.W.P.-Interior 134 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Manometer Test 605 Do Not Install Sidin 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 Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Fire Sprinkler Test or Final 702 Swimming Pools Inspection Tyve IVR INSP DATE T -Bar Ceiling 145 Stucco Lath 142 Swimming Pools Setbacks 131 Pool Plumbing Test 504 Gas Test 404 Pre-Gunite 506 Pre -Deck 505 Pool Fencin Alarms/Barriers 503 Pre -Plaster 507 Manufactured Homes Setbacks 131 BlockingfUnderpining 612 Tiedown/Soft Set System 611 Permanent Foundation System 613 Underground Electric 218 Sewer 407 Underground Water 417 Manometer Test 605 Continuity Test 602 Ski rtin Ste s/Landin s 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: Finals Public Works Final 538.7681 Fire De artment/CDF 538.6226 Env. Health Final 538.7281 Sewer District Final "PROJECT FINAL -rrolect rmai is a s-ernncate of uccupancy for (tcesiaennat uniy) 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 DAYS PRIOR TO EXPIRATION Carbon monoxide alarms required by Sections R315.1 and R315.2 shall be installed in the following locations: 1. Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s). I • _ 2. On every level of a dwelling unit including basements. R315.1.5 Multiple -purpose alarms: Carbon monoxide alarms combined with smoke alarms shall comply with Section R315, all applicable standards, and requirements for listing and approval by the Office of the State Fire Marshal for smoke alarms. Butte County's Interpretation of 2013 CRC, Sections 314 & 315 for Smoke Alarms & Carbon Monoxide Alarms: Where alterations, repairs or additions exceeding $1,000 in valuation, existing dwellings shall be retrofitted with smoke alarms and those that have attached garages or fuel -burning appliances shall have carbon monoxide alarms installed. Existing smoke alarms can be replaced with dual function alarms for Smoke and Carbon Monoxide and in most cases will comply with the aforementioned code requirements for Carbon Monoxide Alarms. DECLARATION OF INSTALLATION UNDER THE PENALTY OF PERJURY As Owner/Contractor, I/we affirm and declare under the penalty of perjury, under the laws of the State of California, by our signatures below as Owner/Contractor; that Itwe will comply prior to final inspection with Items A & B as specified. herein: A. Both Owner/Contractor have read and clearly understand the aforementioned 2010 California Residential Code (CRC) Carbon Monoxide Alarm requirements. B. Both Owner/Contractor are responsible for installing Carbon Monoxide Alarms prior to final inspection as, per the aforementioned building code and maintaining such installation. Smoke Alarms will also be installed prior to final inspection as per the 2010 CRC. Smoke and Carbon Monoxide alarms are now installed in the. following locations: M i r.. Owner's name (print): Gt.0 1 S� Owner's signature: c j o J^ ' Date: l 1�'l Contractor's name (print): 0 CSLB License: `o G 9 Contractor's signature: A Date: Project Address: �J� SQ (`S CW CaE- Permit #: K:\NEW_WEBSITE\Building\Building Forms & Documents\2014\2014 Forms - Completed\DBI\DBI- - 01 Declaration for Smoke & Carbon Monoxide Detectors REV'D 3.4.14.doc •— — .— .Page 2of2