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Home My WebLink About024-080-124N 24-01 1 '024-'080-.124: PERMIT#9 "-'8,'2'AG,,, Wheeler Orchards, Inc SIS Sheldon Ave.,app. of.Larkin WHEELER'ORCHARDS'INC. 532 Sheldbn'Ave., Gridley Rd., Gridley Ag EXempt Permit-Stg Farm�Eqi iip� Permit #5255-77B(demolition/SF). 24-08- 'P�rmVl t,#'qa25 -77P,,E(util.,MH) ELE GAS /7-A-YA-7-0j,� /'�" 70 SUPPOAT STRUCTURE REQ. AJO COMPACTION TEST REQ. ,Ul) 24 -08 -ft Contr: Ge,Ae S'_cl�mitt MH Service Permit #6799-77MH Issued 10, 24-08-39/3 contr: Northstate Aluminum, Xco- Permit #2950-78B(new awning -attache MH) MATERIAL I FINISH EXHIBIT: EX -0001 DESIGN CRITERIA & MATERIAL SPECIFICATIONS: PER ASCE 7-10/WIND LOADING MAXIMUM MODULE WEIGHT IS 3 psf ALUMINUM XR1000 RAIL MODULE HARDWARE 300 SERIES OR 18-8 STAINLESS STEEL APPROVED PIPE: - ASTM A53 GR B, GALV. SCHD 40 - ALLIED MECHANICAL TUBING, 50 KSI, 12 GA, GALV P., 6" MAX FINAL GRADE -1-IL � SCALE 1 :6 DO NOT --- NWWM=INMM�lSNEWUR0MTY0F SCALE DRAWING Ml�EM—REPRQMMN—MTO MA�IXWHOMNEWW� I I �� QF R�E RX. IS �M 4 MODULE ROWS, 2" PIPE 7-6" XR 1000 RAIL CONNECTION DETAIL TO HORIZONTAL CROSS PIPE (CONNECTOR, RAIPOMIT"f5u I—Kun rirt ul XR 1000 RAIL 6" MAX D14- - 2jo B�!) ITY DEVELOPM MID CLAMP— MODULE CONNECTION TO XR 1000 RAIL DETAIL B SCALE 1 :4 IND (�LAMF iODULE CONNECTION D XR1000 RAIL DETAIL A SCALE 1 :4 ALLIED MECHANICAL TUBING 50 ksi YIELD STRENGTH GALVANIZED (ALLIED FLOCOAT. GATORSHIELD. OR HOT DIPPED) ID9 in TOP CAP SET SCREW INSTALL TORQUE: 11 ft*lbs VwAep x Q2.375 in SCHD. 40 PIPE ASTM A53 GR B 35 ksi YIELD STRENGTH HOT DIPPED GALVANIZED .154 In TOP CAP SET SCREW INSTALL TORQUE: 20 ft*lbs Q2.375 In DPAWN So 04/10/201S CHECKED - - ENG APPR. - - IRONRIDGE -MFG APPR. - - Q.A. - GROUND MOUNT SYSTEM 2" PIER, DIMENSIONS ARE IN INCHES 4 SOLAR MODULE ROWS TOLERAIN�ES: DWG. NO. I RaEV'. xx: +/-.030 EX -000 I XXX: +'-.- ANGLES: +/- P SCALEA:25 I WEIGGHT: SHEET I OF 5 MATERIAL EXHIBIT: EX -0001 FINISH DESIGN CRITERIA & MATERIAL SPECIFICATIONS: PER ASCE 7-10/WIND LOADING MAXIMUM MODULE WEIGHT IS 3 psf ALUMINUM XR1000 RAIL MODULE HARDWARE 300 SERIES OR 18-8 STAINLESS STEEL APPROVED PIPE: - ASTM A53 GR B, GALV. SCHD 40 - ALLIED MECHANICAL TUBING, 45 KSI, 8 GA, GALV EQ DISTANCE I --*- 6" MAX FINAL GRADE ROPRIETARY AND CONFIDENTIAL DO N2T T.p NMRMMNmw�w.13 13�WUMMTYOF SCALE DRAWING "a, YREPRQMMNIWPOTORAS��LE—MWNEM� PERM�OFIROWIWEW. ISR*HWM 4 MODULE ROWS, 3" PIPE I If- 14'MAX EQ DISTANCE XR 1000 RAIL TILT ANGLE VARIES VAR ESq a 2'-6'q 4— 1 1 ( 8 3" GALVANIZED PIPE 6" MAX — 7-6" DETAIL G 'SCALE 1 :6 XR1000 RAIL CONNECTION DETAIL TO HORIZONTAL CROSS PIPE (CONNECTOR, RAIL SGA 3") ;S PIPE MID CLAMP MODULE CONNECTION TO XR 1000 RAIL DETAIL F SCALE 1 : 4 'LAMP JLE CONNECTION 1000 RAIL I DETAIL E SCALE I : 4 DRAWN CHECKED ENG APPR. AdaklRONRIDGE 14FG APPR. Q.A. GROUND MOUNT SYSTEM 3" PIER, DIMENSIONS ARE IN INCHES. 4 SOLAR MODULE ROWS TOLERANCES: IIIE I REV .XX: +/-.030 _A_=Oool B xxx: +/-.010 ANGLES: +/- 1* SCALEJ:25 I WEIGHT: SHEEr20F5 �APPROVED 3"PIPE ALLIED MECHANICAL TUBING ING, 8 45 ksi YIELD STRENGTH GALVANIZED (ALLIED FLOCOAT, GATORSHIELD, OR HOT DIPPED) TOP CAP SET SCREW INSTALL TORQUE: 16 ft*lbs 3-%ooln ASTM A53 GRIB 35 ksi YIELD STRENGTH HOT DIPPED GALVANIZED .216 in TOP CAP SET SCREW INSTALL TORQUE: 20 ft*lbs I goo DRAWN CHECKED ENG APPR. AdaklRONRIDGE 14FG APPR. Q.A. GROUND MOUNT SYSTEM 3" PIER, DIMENSIONS ARE IN INCHES. 4 SOLAR MODULE ROWS TOLERANCES: IIIE I REV .XX: +/-.030 _A_=Oool B xxx: +/-.010 ANGLES: +/- 1* SCALEJ:25 I WEIGHT: SHEEr20F5 Starling Madison Lofquist, Inc. sm� 1 Consulting Structural and Forensic Engineers 5224 South 39" Street, Phoenix, Ariizona , 85040 tel: (602) 438-2500 fox: (602) 438-2505 ROC#291316 www.smleng.com North State Solar October 21, 2015 PO Box 899 Page I of 2 Forest Ranch, CA 95942 Attn: Mrs. Sheri Kidwell BUTTE COUNTY Subject: Ground Mountina System — Structural Analysis — 4 Module Wheeler PV Array OCT - 2 8 2015 532 Sheldon Ave. DEVELOPMENT Gridley, CA 95948 SERVICES SML Job# 956-1.5 8)5-A Dear Madam: L1�91 We have analyzed the subject ground mounted structure and determined that it is in compliance with the applicable sections of the following Reference Documents: Codes: ASCE/SEI 7- 10 Min. Design Loads for Buildings & Other Structures California Building Code, 2013 Edition Other:. AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV Modules, dated Effective November 1, 2012 by ICC -ES Aluminum Design Manual, 2010 Edition IronRidge Exhibit A The structure is a simple column (pier) and beam (cross pipe) system. The piers & cross pipes are 2 inch ASTM A53 Grade B standard weight (schedule 40) steel pipes. The tops of the piers are connected in the E -W direction by the cross pipes which cantilever over and extend past the end piers. The cross pipes are connected by proprietary IronRidge XR1000 Rails spanning up and down the slope which cantilever over and extend past the top and bottom cross pipes. The solar modules are attached to the rails with. IronRidge clamps. There are typically two rails per column of modules. Gravity loads are transferred to the piers and foundations by the rails and cross pipes acting as simple beams. For lateral loads the system is a cantilever structure. The effect of seismic loads (for all. design categories A -F) have been determined to be -less than the efTect due to wind loads in all load conditions and combinations. The pier spacing in the N -S direction is 7'-6". The pier spacing in the E -W direction is 12'-6" and is determined by the structural design for the specified design criteria. below. The governing criteria for the pier spacing is the cantilever capacity of the piers. The foundations shall be 12" diameter and shall have a depth below finished grade of 7" Starling Madison Lofquist, Inc. Cons -tilting Structural 90OWN-eWdEVELOPMENT SERVIGES REVIEWED FOR ID,E CO. CE- Sheri Kidwell Ground Mounting System — Sti uctural Analysis — 4 Module October 21, 2015 Page 2 of 2 I - Panel TiltAngle 23.5 degrees 2. Risk Category = 3. Wind Exposure = C 4� Wind ' Speed = 110 mph S. Snow Load = 0 psf 6. Dead Load (Weight) = 3 psf 7. Cross pipe splices not permitted in end spans or in middle 1/3 of interior spans 8. End cantilever span of pipe rails (max) = 5'-0" 9. Maximum PV Panel Dimension = 78" 10. Topographic (Wind) Factor = 1 .0 (n . o topographic effects) I I . Concrete Weight = 145 pcf / f c = 2500 psi 12. Skin Friction per 2013 CBC -1810.3.3.1.4 & 5 13. Top V-0" of soil neglected for Skin Friction 14. Resistance to corrosion and/or sulfate attack, along with possible adverse effects due to expansive soils has not been considered in these foundation recommendations. SML E - ngineers assumes no liability with regard to these items. 15. Soil conditions shall meet minimum requirements for Class 4 soil per 2013 CBC Table 1906.2. Soil classification is to be determined and verified by. the end user of this certification letter. The analysis assumes that the array,-Micluding the connections and associated hardware, are installed in a workmanlike manner in accordance with the Ironlbdge. Ground Mount installation Manual and generally accepted standards of construction practice. Verification of PV Module capacity *to support the loads associated with the given array shall be the responsibility of the Contractor or Owner and not IronRidge or Starling Madison. tofquist. Please feel free to contact me at your convenience if you have any questions. Respectfully yours, Tres Warner,.P.E. Design Division Manager C 7 -'-,! 0 7 3 AfUh kL'Z�C-r-C'-A 01 S-A tading Madison Lofquist, Inc. 6nsulting Structural and Forensic Engineers -2— FOUNDATION DEPTH -D 1 7'-0" TILT ANGLE 23.5 Deg. I Note: The spacing of this section in the East-West direction shall be 12'-6" max. . 2500 PSI CONCRETE FOUNDATION Al -EN IRON RIDGE BUTM CotNTY OCT 2 8 2015 DF'VELOPMOff SERVICES 81 S -a( :;'�t Mount on all terrains, in no time. Ground Mount System ; 'ER # — t' - C�' I U EC UNTY DEVELOPMENT VIRVICES .&-REVIEWED FOR Go COMP I E D 1E A.- py- The IronRidge Ground Mount System combines our XR1000 rails with locally -sourced steel pipes, or mechanical tubing, to create a cost-effective structure capable of handling any site or terrain challenge. Installation is simple with only a few structural components and no drilling, welding, or heavy machinery required. In addition, the system works with a variety of foundation options, including concrete piers and driven piles. Rugged Construction PE Certified Engineered steel and aluminum Pre -stamped engineering letters components ensure durability. available in most states. - Simple Assembly Design Software Just a few simple components Online tool generates engineering and no heavy equipment. values and bill of materials. Flexible Architecture 20 Year Warranty Multiple foundation and array Twice the protection offered by configuration options. 1W competitors. L 2 LNMA Substructure Top Caps a 0—A llua Connect vertical and cross pipes. Rail Assembly XR1000 Rails Rail Connectors Attach Rail Assembly to horizontal pipes. Top -Down Clamps Diagonal Braces igatasn 3600 Product Tour Visit ironridge.com Cross Pipe & Piers Optional Brace provides additional support. Under Clamps Steel pipes or mechanical tubing for substructure. Accessories Lim& Curved rails increase Secure modules to rails Alternative clamps for pre- Wire Clips and End Caps spanning capabilities. and substructure. attaching modules to rails. provide a finished look. Resources Design Assistant A NABCEP Certified Training Go from rough layout to fully 7 Earn free continuing education credits, 7— :711 engineered system. For free. 40b6 while learning more about our systems. Go to ironridge.com/gm V Go to ironridge.com/training 4 I llllllllllllllllll�(9�2014TI Fo—nRCd�e-inc—All—ri§�Lt�re��(�ry sit- �,f.ironridqe�., zt,.Iuz)zjjor�more.informationIVersionTlPl�2 md LV m Nh-I&-N-ftM=mdN AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: Wiley Electronics, LLC Manufacturer: Same as Applicant Address: 44 Peoples Rd Address: Augerties, NY 12477 Country: USA Country: Contact: Ms. Maggie Dulka or Mr. Brian Wiley Contact: Phone: (845) 247 4708 Phone: FAX: (845) 247 7438 FAX: Email: paul@we-llc.com Email: Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest, CA, USA Control Number: 3098177 Authorized by: C T us OTO Intertek William T. Starr, Certification Manager This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Authorization to Mark. Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety. Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek name for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 165 Main Street, Cortland, NY 13045 Telephone 800-345-3851 or 607-753-6711 Fax 607-756-6699 Standard(s): UL Standard for Safety for Grounding and Bonding Equipment, UL 467, 9th Edition, issued 2007/09/21 Grounding and Bonding Equipment, CSA 22.2 #41, 5th Edition, September 2007 Product: Bonding Devices Bonding Devices Model numbers WEEB-9.5, WEEB-9.5NL, WEEB-1 1.5, WEEB-1 5.8, WEEB-ATF, WEEB-CL, WEEB-CMC, WEEB-CSG, WEEB-DMC, WEEB-DPF, WEEB-JJR, WEEB-KMC, WEEB-KSR Models: , WEEB-PMC, WEEB-SCR, WEEB-SMC, WEEB-SCR, WEEB-SSF, WEEB-SSR, WEEB-UGC2, WEEB- UIR, WEEB-UMC, WEEB-WMC, WEEB-WMR1, WEEB-WMR2, Double Wedge Solar Giant, WEEBL- 6.7, Bonding Jumper 6.7, WEEBL-8.0, Bonding Jumper 8.0, WEEBL-8.2, Bonding Jumper 8.2, WEEBL- 15.8 ATM for Report 3096176-002 Page 1 of 1 ATM Issued: 18 -Aug -2011 ED 16.3.15 (8 -Jan -10) Mandatory 4 T sm. ;�:� V\IF IronRidge 1495 Zephyr Ave Hayward, CA 94544 Starling Madison Lofquist, Inc. .Consulting Structural and Forensic Engineers 5224 South 39' Street, Phoenix, Arizona 85040 tel: (602) 438-2500 fax: (602) 438-2505 ROC#291316 www.smleng.com Attn: Mr. David F. Taggart, Vice President Products Subject: Ground Mounting System — Structural Analysis — 4 Module Dear Sir: June 16, 2014 Page I of 51 We have analyzed the subject ground mounted structure and determined that it is in compliance with the applicable sections of the following Reference Documents: Codes: ASCE/SEI 7-10 Min. Design Loads for Buildings & Other Structures California Building Code, 2013 Edition Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV Modules, dated Effective November 1, 2012 by ICC -ES Aluminum Design Manual, 20 10 Edition IronRidge Exhibit A The structure is a simple column (pier) and beam (cross pipe) system. The piers & cross pipes are ASTM A53 Grade B standard weight (schedule 40) steel pipes or structural equivalent, with minimum geometry and material properties of OD 3.5", wall thickness 0.216", and 35ksi yield strength for 3" pipe and OD 2.38", wall thickness 0. 154", and 35ksi yield strength for 2" pipe. The tops of the piers are connected in the E -W direction by the cross pipes which cantilever over and extend'past the end piers. The cross pipes are connected by proprietary IronRidge XR1000 Rails spanning up and down the slope which cantilever over and extend past the top and bottom cross pipes. The solar modules are attached to the rails with TronRidge clamps. There are typically two rails per column of modules. Gravity loads are transferred to the piers and foundations by the rails and cross pipes acting as simple beams. For lateral loads the system is either a cantilever structure or, when diagonal braces are provided, a braced frame. The effect of seismic loads (for all design categories A -F) have been determined to be less than the effect due to wind loads in all load conditions and combinations. The pier spacing in the N -S direction is 7'-6". The pier spacing in the E -W direction is selected from load tables determined by the structural design for the specified slope, wind load, and snow load. The governing criteria for the pier spacing is either the spanning capacity of the cross pipes or the cantilever capacity of the pier. Simplified Load Tables I A -F & 2A -F are included herein for reference. More comprehensive' information covering all load combinations is available at the IronRidge website, lr6nRidge.com. - Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers IronRidge Mr.David F. Taggart Ground Mounting System — Structural Analysis — 4 Module June 16, 2014 Page 9 of 51 otes: see page 14 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -9— Table 2B - MAXIMUM PIER SPACING (in) E3_-Un��qiced� _fi_peFr�me I Snow Slope (deg) Wind Speed & Exposure Category psf 0 5 I 10 15 20 IM 30 35 40 45 100 mph Exposure C 0 212 217 186 181 171 163 139 117 100 85 1 10 191 194 176 174 170 163 139 117 100 85 20 165 167 155 154 153 153 139 117 100 85 30 155 156 147 146 146 147 139 117 100 85 - 40 142 143 136 135 137 139 139 117 100 85 50 131 131 127 127 129 131 134 117 100 85 60 121 121 120 119 122 125 129 117 100 85 105 mph Exposure C 0 204 178 162 148 137 134 126 107 91 77 10 186 1 178 162 1 148 137 134 126 107 91 77 20 162 164 152 148 137 134 126 107 91 77 30 152 154 144 143 137 134 126 107 91 77 40 140 141 134 133 134 134 126 107 91 77 50 130 131 125 125 126 129 126 107 91 77 60 121 121 118 118 120 123 126 107 91 77 ,0-� 196 202 171 166 157 r150"*J1 115 97 83 70 10 182 185 167 164 157 150 115 97 83 70 20 159 161 149 147 145 145 115 97 83 70 30 150 152 141 140 139 140 115 97 83 70 40 138 139 131 130 131 132 115 97 83 70 50 128 130 123 123 124 126 115 97 83 70 120 mph Exposure C 0 183 188 159 154 145 132 97 82 69 59 10 174 177 158 154 145 132 97 82 69 59 20 153 155 142 140 138 132 97 82 69 59 30 145 147 136 134 133 132 97 82 69 59 40 134 136 127 126 126 126 97 82 69 59 50 125 127 119 119 120 121 97 82 69 59 130 mph Ex6osure C 0 171 175 148 143 135 112 82 70 59 50 10 166 169 148 143 135 112 82 70 59 50 20 147 150 136 134 131 112 82 70 59 50 30 140 142 130 129 127 112 82 70 59 50 40 130 132 122 121 121 112 82 70 59 50 50 122 124 116 115 115 112 82 70 59 50 140 mph Exposure C 0 160 165 138 134 126 97 71 60 51 43 10 158 162 138 134 126 97 71 60 51 43 20 142 145 130 128 125 97 71 60 51 43 30 135 138 125 123 121 97 71 60 51 43 40 127 128 118 117 116 97 71 60 51 43 50 119 121 112 ill ill 97 71 60 51 43 150 mph Exposure C 0 150 155 130 126 118 84 62 52 44 38 10 150 154 130 126 118 84 62 52 44 38 20 137 140 125 123 118 84 62 52 44 38 30 131 133 120 118 116 84 62 52 44 38 40 123 125 114 113 Ill 84 62 52 44 38 160 mph Exposure C 0 142 146 122 118 107 74 54 46 39 33 10 142 146 122 118 107 74 54 46 39 33 20 132 135 120 117 107 74 54 46 39 33 30 127 129 116 114 107 74 54 46 39 33 40 119 1 121 110 108 107 74 54 46 39 33 170 mph Exposure C 0 134 138 116 112 95 66 48 41 35 29 10 134 138 116 112 95 1 66 48 41 35 29 20 127 130 115 112 95 66 48 41 35 29 30 122 125 ill 109 95 66 48 41 35 29 40 116 118 106 105 95 66 48 41 35 29 otes: see page 14 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -9— fronRidge Mr.David F. Taggart Ground Mounting System — Structural Analysis � 4 Module June 16, 2014 Page 14 of 51 Notes for Tables I & 2: 11. Shaded region denotes special requirements for XR1000 rails — contact IronRidge 2. Cross pipe splices not permitted in end spans or in middle 1/3 of interior spans 3. End cantilever span of pipe rails (max) = 0.40 x adjacent interior span length 4. When installations occur on a grade, the design slope of the array shall be determined as the slope relative to level ground. Code required topographic effects have not been considered. Topographic (Wind) Factor = 1.0 (no topographic effects) 5. Dead Load (Weight) = 3 psf 6. Maximum PV Module Dimension = 78" To avoid potential problems from the effects of thermal expansion, a maximum total continuous cross pipe length of 100 ft is recommended. Foundation Requirements The foundation requirements for a cast-in�place drilled concrete pier system and for each soil class 2, 3, & 4 may be obtained from the tables below. The soil class is noted at the top of the tables. For each soil class Tables 3A -3F and 4A -4F are provided for the 2in and 3in systems respectively. These tables are based on the piers being installed at their maximum allowable spacing. For spacing values less than maximum and for loads cases with snow > 0 psf, the requirements can be determined by using the online Design Assistant at IronRidge.com. Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -14— IronRidge Mr.David F. Taggart Ground Mounting System -- Structural Analysis - 4 Module June 16, 2014 Page 46 of 51 Notes- see page 51 Starling Madison Lofquist� Inc. Consulting Structural and Forensic Engineers MRS (Syi I---- Clasi-4—J Table 4B - MINIMUM FOUNDATION DEPTHS (in) ap�Fram ruiibraced Pier Dia (in) CS17op7(Oeg)__ Wind Speed & Exposure Category 0 5 10 15 20 25 30 35 40 I I 45 100 mph Exposure C 12 42 48 54 60 72 84 90 90 go go 16 36 36 42 54 66 72 78 78 78 78 20 36 36 42 48 60 66 72 72 72 72 24 36 36 36 48 54 60 66. 66 66 66 105 mpfi Exposure C 12 42 48 48 60 66 78 go go go go 16 36 36 42 54 60 72 78 78 78 78 20 36 36 42 48 54 66 72 72 72 72 24 36 36 36 42 54 60 66 66 66 66 mph u,��Elxlp7oo C:3 121 48 54 54 66 78 84 90 90 90 go 16 36 42_ 48 54 66 78 78 78 78 78 20 36 36 42 1 54 60 72 72 72 72 72 24 36 36 36 48 54 66 66 66 66 66 120 mph Exposure C 12 54 60 60 72 78 90 90 90 90 90 16 42 48 48 60 72 78 78 78 78 78 20 36 36 42 54 66 72 72 72 72 72 24 36 36 42 48 60 66 66 66 66 66 130 mph Exposure C 12 54 66 66 78 84 90 90 90 90 90 16 42 48 54 60 72 78 78 78 78 78 20 36 42 42 54 66 72 72 72 72 72 24 36 36_ 42 54 60 66 66 66 66 66 140 mph Exposure C 12 60 72 72 84 84 90 90 90 90 go 16 48 54 54 66 72 78 78 78 78 78 20 36 42 48 60 66 72 72 72 72 72 24 36 36 42 54 66 66 66 66 66 150 mph Exposure C 12 66 78 78 90 90 90 90 90 go go 16 48 60 60 66 78 78 78 78 78 78 20 42 48 48 60 72 72 72 72 72 24 36 42 42 54 66 66 66 66 160 mph Exposure C 12 72 84 84 96 96 90 90 90 go go 16 54 60 60 72 78 78 78 78 78 78 20 42 48 48 60 72 72 72 72 24 36 42 48 54 66 66 66 170 mph Exposure C 12 72 90 90 96 96 90 90 90 go go 16 54 66 66 72 78 78 78 78 78 .20 48 54 54 60 72 72 72 72 - 24 36 42 48 60 66 66 66 Notes- see page 51 Starling Madison Lofquist� Inc. Consulting Structural and Forensic Engineers MRS 'IronRidge June 16, 2014 Mr..David F. Taggart Page 51 of 51 Ground Mounting System — Structural Analysis — 4 Module Notes for Tables 3 & 4: 1 . Concrete Weight = 145 pcf / fc = 2500 psi I Skin Friction per 2012 IBC 1810.3.3.1.4 & 5 3. Top V-0" of soil neglected f6r Skin Friction 4. Snow Load = 0 psf — tabulated values are conservative for Snow Loads > 0 psf 5. * indicates special foundation required. Contact lronRidge 6. Resistance to corrosion and/or sulfate attack, along with possible adverse effects due to expansive soils has not been considered in these foundation recommendations. SML Engineers assumes no liability with regard to these items. 7. Soil classification is to be determined and verified by the end user of this certification letter. The analysis assumes that the array, including the connections and associated hardware, are installed in a workmanlike manner in accordance with the lronRidge Ground Mount Installation Manual and generally accepted standards of construction practice.. Verification of PV Module capacity to support the loads associated with the given array shall be the responsibility of the Contractor or Owner and not lronRidge or Starling Madison Lo1quist. Please feel free to contact me at your convenience if you have any questions. Respectfully yours, Tres� Warner, P.E. Design Division Manager S. C 71973 FXR 19 &1h V I I - Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -51— MATERIAL - -EXHIBIT-A FINISH DESIGN CRITERIA & MATERIAL SPECIFICATIONS: DIMENSIONS ARE IN INCHES PROPRIETARY AND CONFIDENTIAL TOLERANCES: .XX: 1- .030 THE INFORMATION CONTAINED IN THIS PAWING IS THE SOLE PROPERTY OF xxx: +/- .010 IRONRIOGE INC. ANY REPRODUCTION IN PART OR AS A MOLE WITHOUT THE MnTEN ANGLES: +/- 0.5* PENtSSION OF IRONRIME INC, 15 PROMMITED. PER ASCE 7-10/WIND LOADING MAXIMUM MODULE WEIGHT IS 3 psf XR1000 RAIL, ALUMINUM ALLOY 6105-T5\6005A-T6 MODULE HARDWARE 18-8 STAINLESS STEEL OR EQUIVALENT PIPE A53 GR B, (SCHEDULE -40) OR EQUIVALENT (GALVANIZED). EQ DISTANCE �1—� A 11 14'Max Q. TILT ANGLE VARIES 21511 q --'-��GALVANIZED PIP 7'6" I R 1000 RAIL CONNECTION DETAIL TO HORIZONTAL CROSS PIPE CROSS PIPE C VARIES i EQ DISTANCE A INITIAL RELEASE D6/D2/M]4 .1 END CLAMP 1ULE CONNECTION OXR1000 RAIL SYSTEM DETAIL A SCALE I : 4 Oat- -cy'ceeA 10 1 (vi MID CLAMP MODULE CONNECTION TOXR1000 RAILSYSTEM DETAIL B SCALE I : 4 DRAWN SO 105-30-2014 CHECKED ENG APPR. IRONRIDGE MFG APPR. G.A._ COMMENTS: Ground Mount System SIZE I DWG. NO. REV. DO NOT A ----F IA SCALE DRAWING SCALEA:96 I WEIGHT: SHEET I OF 4 PROPRIETARY AND CONFIDENTIAL THE INFOIDLATION CONTAINED IN TM DRAVYING IS THE SOLE PROPERTY OF IRCINJUDGEDIC, ANIY REPRODUCTION IN PART ORAS A "OLE WITHOUT THE WRITTEN PERRMION OF IRONIUDGE INC. IS PROHIBITED. CE PLAN VIEW (6 PIER LAYOUT SHOWN) CROSS PIPE /--XR1000 ALUMINUM MODULE SUPPORT SLOPE DOWN \---SOLARMODUIE 0.4 X L (MAX) ( L) PIER SPACING L) PIER SPACING 0.4 X L (MAX) EV DWG. NO. --7A DO NOT SCALE DRAWING SCALE:1:96 I WEIGHT: SHEET 2 OF 4 7'6" --a - 0 0 PLAN VIEW (6 PIER LAYOUT SHOWN) CROSS PIPE /--XR1000 ALUMINUM MODULE SUPPORT SLOPE DOWN \---SOLARMODUIE AZA -I& IRON RIDG Ground Mount System COMMENTS: EV DWG. NO. --7A DO NOT SCALE DRAWING SCALE:1:96 I WEIGHT: SHEET 2 OF 4 PROPRIETARY AND CONFIDENTIAL THE ENFORUTION CONTAUNED IN THIS DRAWING 85 ME SOLE PROPERTY OF IRONRIDGE INC. MY REPRODUCTION IN PAFIT OR AS A MOLE WITHOUT THE WRITTE PERMISSION OF UZONJUDGE INC. 13 PROWBITED. N NORTH VIEW r - U -BOLT 1 PIECE CAS� ALUMINUM MOUNTING C� PIER SPACING CE DETAIL E SCALE 1 :6 ALVANIZED PIPE )N BETWEEN VERTICAL PIER D17t-*AKIT I e -D/ -'%CC DIDC /-% 1 N L.J I I ZZA ML IRON RIDG COMMENTS: Ground Mount System EV SIZE I DwG. NO. DO NOT A SCALE DRAWING SCALE:1:96 I WEGHT: SHEET 3 OF 4 PROPRIETARY AND CONFIDENTIAL THE INFORIIIAMN CONTAINED IN M3 DRAIVING 13 ME SOLE PROPEM OF IRONRIDGE INC. MY REPROIRICTION IN PART OR AS A MOLE WRHOUT ME MITTEN PERUSSION OF IRCNRIOGE INC. 15 PROHIBITED. EXHIBIT�A' 14'Max EQ DISTANCE TILT ANGLE VARIES EQ DISTANCE GALVANIZED PIPE --L----_, Z/—WADD BRACE HEN REQUIRED . . . . . . ... ... ... ... ... ... ... ... ... ... ... ... ... ... FOUNDATION DEPTH -D D/3 lo Pier Dia. Note: The attached span tables are based using drilled cast -in-place concrete pier foundation system. Other foundation systems (eg. screw anchors, driven piers) are permissible but may require additional bracing and/or reduced span. Please contact lronRidge for more information. 2500 PSI CONCRETE FOUNDATION AMLIRONRIDG COMMENTS: Ground Mount System SIZE I DWG. NO. REV. DO NOT A SCALE DRAWING SCALE:1:96 I WEIGHT: SHEET 4 OF 4 Sunmodule;//Pro-Series SW 250 POLY (33mm frame) TUV Power controlled: aj Lowest measuring tolerance in industry Every component is tested to meet 3 times IEC requirements Designed to withstand heavy accumulations of snow and ice Sunmodule Plus: Positive performance tolerance V 25 -year linear performance warranty and 10 -year product warranty BUM COUNTY OCT - 2 8 2015 DEVELOPMENT SERVICES World-class quality Q,allfl,d. IEC 61215 Saf-ty tIlted, IEC 61730 Slowing sand r,s1%tam,,1FC 60068-�-68 Fully -automated production lines and seamless monitoring of the process and mate- , Ammonia —1sta—, IFC 62716 Sa1t.J1t1a,1.n,1EC61701 rial ensure the qualitythatthe company sets as its benchmark for its sites worldwide. kdodic Imp,otion C us IW, UL 1703 SolarWorld Plus -Sorting wecontrolkel Plus -Sorting guarantees highest system efficiency SolarWorld onlyclelivers modules Po that have greater than or equal to the nameplate rated power. L... [PRIMIN, M, Ell Homeinnovatian F 25 -year linear performance guarantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance digression of 0.7% p.a. in the course of 25 years, a significant added value compared to the two-phase warranties com- mon in the industry, along with our industry -first 10 -year product warranty.* '�Mcs? LGPJ *in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR Quality modules CODE COMPLIANCE made in Germany solarworld.com DA ti S_ 77� e1cf- COPY Sunmodule;,/'Pro-Series SW 250 POLY (33mm frame)'. PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)' Maximum power P... 250 Wp Open circuit voltage V. 37.6 V Maximum power point voltage V -PP 30.5 V Short circuit current ISC 8.81 A Maximum power point current I -pp 8.27 A Module efficiency n. 14.91% *STC: 1000 Wlml, 25*C, AM 1.5, 1) Measuring tolerance (P_,) traceable to TUV Rheinland: 2% (TUV Power Controlled). THERMAL CHARACTERISTICS NOCT Clear anodized aluminum 46 *C TC Isc SYSTEM INTEGRATION PARAMETERS 0.081 %/'C TC ., 1000 V -0.37 %/'C TC P�, Number oftyposs diodes -0.45 %/'C Operating temperature Two rail system 113 psf downward 64 psf upward -40*C to 85*C 1.1 1000W/M2 800 W/M2 600 W/M2 2 400 W/M2 200 W/M2 100 W/M2 4.20 (106.65) 7.12 (180.85) 11.32 (287.50) 1.30(33) Module voltage IV) V. All units provided are imperial. Sl units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. PERFORMANCE AT 800 W/M2, NOCT, AM 1.5 Maximum power P- 185.4 Wp Open circuit voltage V. 34.2 V Maximum power point voltage V -PP 27.8 V Short circuit current isc 7.24 A Maximum power point current I -pp 6.68 A Minor reduction in efficiency under partial load conditions at 25*C: at 200 W/m2, 100% (+/-2%) ofthe STC efficiency (1000 W/m�) is achieved. COMPONENT MATERIALS Cells per module 60 Cell type Poly crystalline Cell dimensions 6.14 in x 6.14 in (156 mm x 156 mm) Front Tempered glass (EN 12150) Frame Clear anodized aluminum Weight 39.7 lbs (18.0 kg) SYSTEM INTEGRATION PARAMETERS Maximum system voltage SCIIINEC 1000 V Maximum reverse current 25A Number oftyposs diodes 3 Design Loads* Two rail system 113 psf downward 64 psf upward Design Loads* Three rail system 178 psfdownward 64 psf upward Design Loads* Edge mounting 178 psf downward 41 psf u pwa rd Please refer to the Sunmodule installation instructions for the details associated with these load cases. ADDITIONALDATA Powersorting' -OWp/+5Wp J -Box I P65 Module leads PV wire per UL4703 with H4 connectors Module type (UL 1703) 1 Glass Low iron tempered with ARC Compatible with both "Top -Down" and "Bottom" mounting methods Grounding Locations: 4 locations along the length ofthe module in the extended flange. SW-01-7140US-G 01-2015 Enphaseo Microinverters Enphase@M250 BUTTE COUNTY OCT 2 8 2015 DEVELOPMENT SERVICES 86-a638 The Enphase" M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with its all -AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Engage" Cable, the Envoyo Communications Gatewaim, and Enlightene, Enphase's monitoring and analysis software. PRODUCTIVE SIMPLE RELIABLE - Optimized for higher -power - No GEC needed for microinverter - 4th -generation product modules - No DC design or string calculation - More than 1 million hours of testing - Maximizes energy production required and millions of units shipped - Minimizes imp ' act of shading, - Easy installation with Engage - Ind ustry- leading warranty, up to 25 dust, and debris Cable years PERMIT BUTTE COUNTY DEVELOPMEN r SERVICES REVIEWED FOR [e] enphase- CQDE COMPUANCE E N E R G Y DAlt �*- c us em-'- (-()Fy Enphasee M250 Microinverter // DATA I INPUT DATA (DC) M250-60-2LL-S22 .1 Recommended input power (STC) 210 - 310 W Communication Power line Maximum input DC voltage 48V NEC 690.35. Equipment ground is provided in the Engage Cable. No Peak power tracking voltage 27 V - 39 V integrated into the microinverter. Operating range 16 V - 48 V Compliance UL1741/IEEE1547, FCC Part 15 Class B, CAN/CSA-C22.2 NO. 0-M91, Min/Max start voltage 22V/48V Frequency ranges can be extended beyond nominal if required by the utility Max DC short circuit current 15 A OUTPUT DATA (AC) @208 VAC @240 VAC Peak output power 250 W 250 W Rated (continuous) output power 240 W 240 W No nal output current 1.15 A (A rms at nominal duration) 1.0 A (A rms at nominal duratioLn)] Nominal voltage/range 208 V 183-229 V 240 V / 211-264 V LNominal frequency/range 60.0 / 57-61 Hz 60.0 57-61 Hz Extended frequency range* 57-62.5 Hz 57-62.5 Hz Power factor ->0.95 >0.95 Maximum units per 20 A branch circuit 24 (three phase) 16 (single phase) [—aa mum output fault current 850 mA rms for 6 cycles 850 mA rms for 6 cycles ^ EFFICIENCY CEC weighted efficiency 96.5% Peak inverter efficiency 96.5% Static MPPT efficiency (weighted, reference EN50530) 99.4% Night time power consumption 65 mW max MECHANICAL DATA ,±mbient temperature range -40*C to +65'C Operating temperature range (internal) -40*C to +851C Dimensions (WxHxD) 171 mm x 173 mm x 30 mm (without mounting bracket) Weight 2.0 kg Cooling Natural convection - No fans Enclosure environmental rating Outdoor - NEMA 6 FEATURES. 1 Compatibility Compatible with 60 -cell PV modules Communication Power line Integrated ground The DC circuit meets the requirements for ungrounded PV arrays in NEC 690.35. Equipment ground is provided in the Engage Cable. No additional GEC; or ground is required. Ground fault protection (GFP) is integrated into the microinverter. Monitoring Free lifetime monitoring via Enlighten software Compliance UL1741/IEEE1547, FCC Part 15 Class B, CAN/CSA-C22.2 NO. 0-M91, 0.4-04, and 107.1-01 Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, visit enphase.com [e] enphase- E N E R G Y 0 2015 Enphase Energy. All rights reserved. Al trademarks or brands in this document are registered by their respective owner. ( MKT -00070 Rev 1.0 LABELING DIAGRAM ARRAY W/MICROINVERTERS LABEL # 1 0 1 PV SubPanel LABEL # 2 1, 1 AC Disconnect METER MAIN SERVICE LABEL # 3 PANEL BUTTE COUNTY OCT 2 8 2015 DEVELOPMENT SERVICES 91 06H -�-�u F� 1- Tr d - X0 LABEL # 3 PERMIT # REVIEWED FOR COQ�Comp :�:i E DAT�-(Jk H5 By..4�11 elce (LFY M+ -Do- Im- FINISH EXHIBIT: EX -0001 DESIGN CRITERIA & MATERIAL SPECIFICATIONS: PER ASCE 7-10/WIND LOADING MAXIMUM MODULE WEIGHT IS 3 psf ALUMINUM XR1000 RAIL MODULE HARDWARE 300 SERIES OR 18-8 STAINLESS STEEL APPROVED PIPE: - ASTM A53 GR B, GALV. SCHD 40 - ALLIED MECHANICAL TUBING, 50 KSI, 12 GA, GALV DO NOT wwmom ��M.MWMMTYOF MMMEMM RMO��IHPMTORASAMCUWMWNE� SCALE DR AWING �wm�m MMMMOFRONRIMEM. ISMOHWM 4 MODULE ROWS, 2" PIPE 1 _2" GALVANIZED PIPE— L — 7-6" I - )jfjj, &A ol A —1 -U-V- IG -1 SCALE I : 6 XR 1000 RAIL 6" MAX XR1000 RAIL CONNECTION DETAIL TO HORIZONTAL CROSS PIPE (CONNECTeSWIl I BLUJTTF OUNTY DEVELOPMENTASERVICES OSS PIPE - REVIEWED FOR CODE COMPLIAMCE ND CLAMP iODULE CONNECTION D XR1000 RAIL DETAIL A SCALE 1 :4 MID CLAMP MODULE CONNECTIC TO XR1000 R DET, SCAL - ALLIED MECHANICAL TUBING :50 ksi YIELD STRENGTH GALVANIZED (ALLIED FLOCOAT. GATORSHIELD. OR HOT DIPPED) 1 �0-49" I nnnn TOP CAP SET SCREW INSTALL TORQUE: 11 ftlbs 2.375 in ASTM A53 GR B 35 ksi YIELD STRENGTH 5 HOT DIPPED GALVANIZED .154 In OP CAP SET SCREW INSTALL ORQUE: 20 ft*lbs Q2.375 in DRAWNI SO 104110/2015 CHECKED ENG APPR. AlAkIRONRIDGE Q-A. I — I — — GROUND MOUNT SYSTEM 2" PIER DIMENSIONS ARE IN INCHES. 4 SOLAR MODULE ROWS TOLERANCES: 1; DWG. N . Xx: +/-.030 EX -0001 X)O( : +/-.010 SHEEI I OF 5 ANC,l Fq- +/_ I- I SCALE:1:2s I WEGHT: TINISH EXHIBIT: EX -0001 DESIGN CRITERIA & MATERIAL SPECIFICATIONS: PER ASCE 7-10/WIND LOADING MAXIMUM MODULE WEIGHT IS 3 psf ALUMINUM XR1000 RAIL MODULE HARDWARE 300 SERIES OR 18-8 STAINLESS STEEL APPROVED PIPE: - ASTM A53 GR B, GALV. SCHD 40 - ALLIED MECHANICAL TUBING, 45 KSI, 8 GA, GALV 6" MAX 1 DETAIL Q SCALE 1 :6 J UALVAINILtu rirr - 7'-6" — 'XR 1000 RAIL CONNECTION DETAIL TO HORIZONTAL CROSS PIPE (CONNECTOR, RAIL SGA 3") CROSS PIPE VDlnr%r% D 11 r% MID CLAMP MODULE CONNECTION TO XR 1000 RAIL 'LAMP JLE CONNECTION 1000 RAIL DETAIL E SCALE I : 4 DETAIL F SCALE I : 4 APPROVED*3"'PIPE BING, 815A ALLIED MECHANICAL TUBING 45 ksi YIELD STRENGTH GALVANIZED (ALLIED FLOCOAT. GATORSHIELD, OR HOT DIPPED) awn TOP CAP SET SCREW INSTALL TORQUE:'16 ft*lbs 35WO ASTM A83 GR B, 35 ksi YIELD STRENGTH HOT DIPPED GALVANIZED OP CAP SE T SCREW INSTALL ORQUE: 20 ft*lbs DRAWN SO 105-30-20141 CHECKED SM 06-02-2014 ENG APPR. _ IRONRIDGE MFG APPR. - - -- 1- - GROUND MOUNT SYSTEM 3" PIER, DIMENSIONS ARE IN 4 SOLAR MODULE ROWS - INCHES. TOLERANCES: =-000 1 REV .XX +/L-.030 B X)O(: +/-.010 SCALEA:25 WEIGHT: SHEET 20F 5 ANGLES: +/- V N I I PROPRIETARI AND CONFIDENTIAL DO NOT I I ---- SCALE DRAWING MMME(K. MyRMOMMNMPMTORA3AnOMMW..Z� MW=W OF RDNMOE WC. 13 PROKWM 4 MODULE ROWS, 3" PIPE 1\ J UALVAINILtu rirr - 7'-6" — 'XR 1000 RAIL CONNECTION DETAIL TO HORIZONTAL CROSS PIPE (CONNECTOR, RAIL SGA 3") CROSS PIPE VDlnr%r% D 11 r% MID CLAMP MODULE CONNECTION TO XR 1000 RAIL 'LAMP JLE CONNECTION 1000 RAIL DETAIL E SCALE I : 4 DETAIL F SCALE I : 4 APPROVED*3"'PIPE BING, 815A ALLIED MECHANICAL TUBING 45 ksi YIELD STRENGTH GALVANIZED (ALLIED FLOCOAT. GATORSHIELD, OR HOT DIPPED) awn TOP CAP SET SCREW INSTALL TORQUE:'16 ft*lbs 35WO ASTM A83 GR B, 35 ksi YIELD STRENGTH HOT DIPPED GALVANIZED OP CAP SE T SCREW INSTALL ORQUE: 20 ft*lbs DRAWN SO 105-30-20141 CHECKED SM 06-02-2014 ENG APPR. _ IRONRIDGE MFG APPR. - - -- 1- - GROUND MOUNT SYSTEM 3" PIER, DIMENSIONS ARE IN 4 SOLAR MODULE ROWS - INCHES. TOLERANCES: =-000 1 REV .XX +/L-.030 B X)O(: +/-.010 SCALEA:25 WEIGHT: SHEET 20F 5 ANGLES: +/- V N I I RECORDING REQUESTED BY: WHEN RECORDED MAIL TO: Kathleen Wheeler 532 Sheldon Ave Gridley, CA 95948 I- AP:024-080-124-000 and 024-080-123-000 COPY of Document Recorded 27 -Oct -2015 2015-0039124 Has not been compared with original BUTTE COUNTY RECORDER DOCUMENTARY TRANSFER TAX $ This is a conveyance of an easement and the consideration and value is less than $100. El Computed on the consideration of value of property conveyed; OR -computed on the consideration or valueless liens or encumbrances remaining at time of sale. Unincorporated area Town or City of Signature of Declarant or Agent determining tax -- Firm Name EASEMENT GRANT DEED ,FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, WHEELER ORCHARDS, INC., a California Corporation does hereby GRANT to KATHLEEN E. WHEELER, TRUSTEE OF THE WHEELER FAMILY TRUST dated January 9, 2015 a non-exclusive easement for the construction, installation, use, operation, inspection, repair, maintenance, replacement and removal of electric facilities and all necessary appurtenances thereto on, over, across and under all that real property situate in the County of Butte, State of California, as described in Exhibit "A," and depicted on Exhibit "B," attached hereto and incorporated herein. - Together with rights of ingress to, and egress from the easement granted herewith, over and across GRANTOR's real property as may be reasonably necessary in connection with the repair, replacement and maintenance of GRANTEE'S facilities, by means of any routes as shall occasion the least practical damage and inconvenience to Grantor. The grant and other provisions of this easement shall constitute a covenant running with the land for the benefit of the GRANTEE, its successors and assigns. Dated this 26 day of October -, 2015 (\Pw ,"'ON GRANTOR: WHEELER ORCHARDS, INC., SigInature pyo ��yr' (print name and title) PERMIT BUTrE COUNTY DEVELOPMENT -SERVICES REVIEWED FOR COD UWC E I � DA7 �9� BY -;r f�-'JLE_ Exhibit "A" I LEGAL DESCRIPTION FOR WHEELER ORCHARDS, INC WHEELER FAMILY TRUST, KATHLEEN E WHEELER A non-exclusive easement for the construction, installation, use, operation, inspection, repair, maintenance, replacement and removal of photovoltaic arrays and all necessary appurtenances thereto, on, over, under and across all the real property situate in the County of Butte, State of California, as described as follows: 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 May 25 th 1989, in Book 115 of Maps at page 53. Said Easement is for the benefit of Parcel #1, as shown on that certain Parcel Map, recorded in the Office of the Recorder of the County of Butte, State of California, on May 25th, 1989, in Book 115 of Maps at page 53. -.OWL S. M - North State Solar PO Box 899 ForestRanch, CA 95942 Attn: Mrs. Sheri Kidwell Starling Madison Lofquist, Inc. Structu C o n s u I t i n g ral and Forensic Engineers 5224 South 39" Street, Phoenix, Arizona 85040 tel: (602) 438-2500 fox: (602) 438-2505 ROC#291316 www.smleng.com Su ect: Ground Mounting Sys M —!Qtnu-fiira1 A- AAA A October 21, 2015 Page I of 2 BUTTE COUNTY Wheeler PV Array ya a — o ule OCT - 2 8 2015 532 Sheldon Ave.- PERMIT # 0115 - 2�os -V - DEVELOPMENT Gridley, CA 95948 BUTTE COUNTY DEVELOPMEW SERVICES SERVICES SML Job# 956-1.5 REVIEWED FOR 8)&-Q687 Dear Madam: CODE COMPUANCE DA -,(E We have analyzed the subject ground mounted structure and determii it iv in compliance with the applicable sections of the following Reference Documents: Codes: A , SCE/SEI 7-10 Min. Design Loads for Buildings & Other Structures California Building Code, 2013 Edition Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV Modules, dated Effective November 1, 2012 by ICC -ES Aluminum Design Manual, 2010 Edition IronRidge Exhibit A The structure is a simple column (pier) and beam (cross pipe) system. The piers & cross pipes are .2 inch ASTM A53 Grade B standard weight (schedule 40) steel pipes. The tops of the piers are connected in the E -W direction by the cross pipes which cantilever over and extend past the end piers. The cross pipes are connected by proprietary IronRidge XR1000 Rails spanning up and down the slope which cantilever over and extend past the top and bottom cross pipes. The solar modules are attached to the rails -with. IronRidge clamps. There are typically two rails per column of modules. Gravity loads are transferred to the piers and foundations by the rails and cross pipes acting as simple beams. For lateral loads the system is a cantilever structure. The effect of seismic loads (for all. design categories A -F) have been determined to be -less than the effect due to wind loads in all load conditions and combinations. The pier spacing in the N -S direction is 7'-6". The pier spacing in the E -W direction is 12'-6" and is determined by the structural design for the specified design criteria below. 'The governing criteria for the pier spacing is the cantilever capacity of the piers. The foundations shall be 12" diameter and shall have a depth below finished grade of 7'-0". Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers "I FRI-, LOW Sheri Kidwell Ground Mounting System — Structural Analysis — 4 Module October 21, 2015 Page 2 of 2 Design Criteria: I - Panel Tilt Angle 23.5 degrees 2. Risk Category = I Wind Exposure = C 4-- Wind Speed = I 10 mph 5. Snow Load = 0 psf 6. Dead Load (Weight) = 3 psf 7. Cross pipe splices not permitted in end spans or in middle 1/3 of interior spans 8. End cantilever span of pipe rails (max) = 5'-0" 9. Maximum PV Panel Dimension = 78" 10. Topographic (Wind) Factor = 1 .0 (no topographic effects) I I - Concrete Weight = 145 pcf / fc = 2500 psi 12. Skin Friction per 2013 CBC '1810.3.3.1.4 & 5 13. Top 1'-0" Of soil neglected for Skin Friction 14. Resistance to corrosion and/or sulfate attack, along with possible adverse effects due to expansive soils has not been considered in these foundatiOn recommendations. SML Engineers assumes no liability with regard to these items. 15. Soil conditions shall meet minimum requirements for Class 4 soil per 2013 CBC Table 1806.2. Soil classification is to be determined and vefified by the end user of this certification letter. - The analysis assumes that the array, including the c onnections and associated hardware, are installed in a workmanlike manner in accordance with the IronRidge. Ground Mount Installation Manual and generally accepted standards of'construction practice. Verification of PV Module capacity to support the loads associated with the given array shall be the responsibility of the Contractor or Owner and not IronRidge or Starling Madison.Lofquist. Please feel free to contact me at your convenience if you have any questions. Respectfully yours, Tres Warner, P.E. Design Division Manager Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -2— FOUNDATION f TILT ANGLE 23.5 Deg Note: The spacing of this section in the East-West direction shall be 12'-6" max. 2500 Psi CONCRETE FOUNDATION 14M4COO' V O�' Z1Z �IRONRIDGE BUM .-I,r%T MTrlr Ground Mount System REVIEWED FOR �ow mc CODECOMP CE mount on an terrains, in no time. Y DAVE The IronRidge Ground Mount System combines our XR1 000 rails with locally -sourced steel pipes, or mechanical tubing, to create a cost-effective structure capable of handling any site or terrain challenge. Installation is simple with only a few structural components and no drilling, welding, or heavy machinery required. In addition, the system works with a variety of foundation options, including concrete piers and driven piles. Rugged Construction PE Certified Engineered steel and aluminum Pre -stamped engineering letters components ensure durability. available in most states. Simple Assembly Design Software Just a few simple components Online tool generates engineering and no heavy equipment. values and bill of materials. Flexible Architecture 20 Year Warranty Multiple foundation and array Twice the protection offered by configuration options. competitors. M =0 LA Substructure Top Caps A Rail Connectors - Ev- J!, K.--, - �� - - 13UJ'TE COUV'4_1_''� I BUILj)ING DIVIS'of".' 1�9PFIOVED Diagonal Braces ,W#. 360* Product Tour Visit ironridge.com Cross Pipe & Piers Connect vertical and cross Attach Rail Assembly to Optional Brace provides Steel pipes or mechanical pipes. horizontal pipes. additional support. tubing for substructure. Rail Assembly XR1000 Rails Top -Down Clamps Under Clamps Accessories Curved rails increase Secure modules to rails Alternative clamps for pre- Wire Clips and End Caps spanning capabilities. and substructure. attaching modules to rails. provide a finished look. Resources Design Assistant A NABCEP Certified Training Go from rough layout to fully Iq V Earn free continuing education credits, engineered system. For free. 0J& while learning more about our systems. t* V 4 Go to ironridge.com/gm Go to ironridge.com/training lhtsLreserved.ILVisit,www.ironriage.- _orcaIjj1,zt500j22 7,av �informationliVersion 1=12 PF MR/A_� AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: Wiley Electronics, LLC Address: 44 Peoples Rd Phone: Augerties, NY 12477 Country: USA Contact: Ms. Maggie Dulka or Mr. Brian Wiley Phone: (845) 247 4708 FAX: (845) 247 7438 Email: paul@we-llc.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest, CA, USA Control Number: 3098177 Authorized by: Manufacturer: Same as Applicant Address: Country: BUTTE COUNT*�' Contact: Phone: BUILDING DIVISION FAX: Email: APPROVED-.* C T us 0TV Intertek OJQZ�C-OVI&11 William T. Starr This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Authorization to Mark. Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety. Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek name for the sale or advertisement ofthe tested material, product or service must first be approved in writing by Intertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 165 Main Street, Cortland, NY 13045 Telephone 800-345-3851 or 607-753-6711 Fax 607-756-6699 Standard(s): UL Standard for Safety for Grounding and Bonding Equipment, UL 467, 9th Edition, issued 2007/09/21 Grounding and Bonding Equipment, CSA 22.2 #41, 5th Edition, September 2007 lProduct: Bondinq Devices 1 Bonding Devices Model numbers WEEB-9.5, WEEB-9.5NL, WEEB-1 1.5, WEEB-1 5.8, WEEB-ATF, WEEB-CL, WEEB-CMC, WEEB-CSG, WEEB-DMC, WEEB-DPF, WEEB-JJR, WEEB-KMC, WEEB-KSR Models: , WEEB-PMC, WEEB-SCR, WEEB-SMC, WEEB-SCR, WEEB-SSF, WEEB-SSR, WEEB-UGC2, WEEB- UIR, WEEB-UMC, WEEB-WMC, WEEB-WMR1, WEEB-WMR2, Double Wedge Solar Giant, WEEBL- 6.7, Bonding Jumper 6.7, WEEBL-8.0, Bonding Jumper 8.0, WEEBL-8.2, Bonding Jumper 8.2, WEEBL- 15.8 ATM for Report 3096176-002 Page 1 of 1 ATM Issued: 18 -Aug -2011 ED 16.3.15 (8 -Jan -10) Mandatory SM Starling Madison Lofquist, Inc. Consulting StrLictural and Forensic Engineers 5224 South 39' Street, Phoenix, Arizona 85040 tel: (602) 438-2500 fax: (602) 438-2505 ROC#291316 www.smleng.com IronRidge June 16, 2014 1495 Zephyr Ave Page I of 51 Hayward, CA 94544 Attn: Mr. David F. Taggart, Vice President Products BUTTE COUNTY BUILDING DIViSION Subject: Ground Mounting System — Structural Analysis — 4 Module A PR410% 'ED A V V Dear Sir: We have analyzed the subject ground mounted structure and determined.that it is in compliance with the applicable sections of the following Reference Documents: Codes- ASCE/SEI 7-10 Min. Design Loads for Buildings & Other Structures California Building Code, 2013 Edition Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV Modules, dated Effective November 1, 2012 by ICC -ES Aluminum Design Manual, 20 10 Edition IronRidge Exhibit A - The structure is a simple column (pier) and beam (cross pipe) system. The piers & cross pipes are ASTM A53 Grade B standard weight (schedule 40) steel pipes or structural equivalent, with minimum geometry and material properties of OD IS", wall thickness 0.216", and 35ksi yield strength for 3" pipe and OD 2.38", wall thickness 0.154", and 35ksi yield strength for 2" pipe. The tops of the piers are connected in the E -W direction by the cross pipes which cantilever over and extend past the end piers. The cross pipes are connected by proprietary lronRldge XR1000 Rails spanning up and down the slope which cantilever over and extend past the top and bottom cross pipes. The solar modules are attached to the rails with IronRidge clamps. There are typically two rails per column of modules. Gravity loads are transferred to the piers and foundations by the rails and cross pipes acting as simple beams. For lateral loads the system is either a cantilever structure or, when diagonal braces are provided, a braced frame. The effect of seismic loads (for all design categories A -F) have been determined to be less than the effect due to wind loads in all load conditions and combinations. The pier spacing in the N -S direction is 7'-6". The pier spacing in the E -W direction is selected from load tables determined by the structural design for the specified slope, wind load, and snow load. The governing criteria for the pier spacing is either the spanning capacity of the cross pipes or the cantilever capacity of the pier. Simplified Load Tables IA -F & 2A -F are 'included herein for reference. More comprehensive information covering all I . oad combinations is available at the IronRidge website, IronRidge.com. Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers E lr6nRidge Mr.David F. Taggart Ground Mounting Svstem — Structural Analvsis — 4 Module June 16, 2014 Page 9 of 51 otes: see page 14 Starling Madison Lofquist, Inc. Consulting Table 2B - MAXIMUM PIER SPACING (in) 6t3"'Unbraced '00 ��'Trarn Pipe-- Snow Slope (deg) Wrd-l§p—eed & Exposure Category psf 0 5 10 15 20 Z��53 30 35 40 45 100 mph Exposure C 0 212 217 186 181 171 163 139 117 100 85 10 191 194 176 174 170 163 139 117 100 85 20 165 167 155 154 153 153 139 117 100 85 30 155 156 147 146 146 147 139 117 100 85 40 142 143 136 135 137 139 139 117 100 85 50 131 131 127 127 129 131 134 117 100 85 60 121 121 120 119 122 125 129 117 100 85 105 mph Exposure C 0 204 178 162 148 137 134 126 107 91 77 10 186 178 162 148 137 134 126 107 91 77 20 162 164 152 148 137 134 126 107 91 77 30 152 154 144 143 137 134 126 107 91 77 40 140 141 134 133 134 134 126 107 91 77 50 130 131 125 125 126 129 126 107 91 77 60 121 121 118 118 120 123 126 107 91 77 10 C7 1�u110 mph -3 re C" C �Ex p o sm7rpe 0 t 196 202 171 166 157 1 150 115 97 83 70 -- 10 182 185 167 164 157 150 115 97 83 70 20 159 161 149 147 145 145 115 97 83 70 30 150 152 141 140 139 140 115 97 83 70 40 138 139 131 130 131 132 115 97 83 70 50 128 130 123 123 124 126 115 97 83 70 120 mph Exposure C 0 183 188 159 154 145 132 97 82 69 59 10 174 177 158 154 145 132 97 82 69 59 20 153 155 142 140 138 132 97 82 69 59 30 145 147 136 134 133 132 97 82 69 59 40 134 136 127 126 126 126 97 82 69 59 50 125 127 119 119 120 121 97 82 69 59 130 mph Exposure C 0 171 175 148 143 135 112 82 70 59 50 10 166 169 148 143 135 112 82 70 59 —150 50 20 1-47 136 134 131 11-2 82 70 59 50 30 140 142 130 129 127 112 82 70 59 50 40 130 132 122 121 121 112 82 70 59 50 50 122 124 116 115 115 112 82 70 59 50 140 mph Exposure C 0 160 165 138 126 97 71 60 51 43 .134 10 158 162 138 134 126 97 71 60 51 43 20 142 145 130 128 125 97 71 60 51 43 30 135 138 125 123 121 97 71 60 51 43 40 127 128 118 1 117 116 97 71 60 51 43 50 119 121 112 1 111 ill 97 71 60 51 43 150 mph Exposure C 0 150 155 130 126 118 84 62 52 44 38 10 150 154 130 126 118 84 62 52 44 38 20 137 140 125 123 118 84 62 52 44 38 30 131 133 120 118 116 84 62 52 44 38 40 123 125 114 113 111 84 62 52 44 38 160 mph Exposure C 0 142 146 122 118 107 74 54 46 39 33 10 142 146 122 118 107 74 54 46 39 33 20 132 135 120 117 107 74 54 46 39 33 30 127 129 116 114 107 74 54 46 39 33 40 119 121 110 108 107 74 , 54 46 39 33 170 mph Exposure C 0 134 138 116 112 95 66 48 41 35 29 10 134 138 116 112 95 66 48 41 1 35 29 20 127 130 115 112 95 66 48 41 3 29 30 122 125 ill 109 95 66 48 41 35 29 1 40 116 118 106 105 95 , 66 48 41 35 29 otes: see page 14 Starling Madison Lofquist, Inc. Consulting lr6nRidge Mr.David F. Taggart Ground Mounting System — Structural Analysis — 4 Module June 16, 2014 Page 14 of 51 Notes for Tables I & 2: 1 . Shaded region denotes special requirements for XR 1000 rails — contact IronRidge 2. Cross pipe splices not permitted in end spans or 'in middle 1/3 of interior spans 3. End cantilever span of pipe rails (max) = 0.40 x adjacent interior span length 4. When installations occur on a grade, the design slope of the array shall be determined as the slope relative to level ground. Code required topographic effects have not been considered. Topographic (Wind) Factor = 1.0 (no topographic effects) 5. Dead Load (Weight) = 3 psf 6. Maximum PV Module Dimension = 78" To avoid potential problems from the effects of thermal expansion, a maximum total continuous cross pipe length of 100 ft is recommended. Foundation Requirements The foundation requirements for a cast -in-place drilled concrete pier system and for each soil class 2, 3, & 4 may be obtained from the tables below. The soil class is noted at the top of the tables. For each soil class Tables 3A -3F and 4A -4F are provided for the 2m' and 3in systems respectively. These tables are based on the piers being installed at their maximum allowable spacing. For spacing values less than maximum and for loads cases with snow > 0 psf, the requirements can be determined by using the onl mie Design Assistant at IronRidge.com. Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -14- IronRidge Mr.David F. Taggart Ground Mounting System - Structural Analysis - 4 Module June 16, 2014 Page 46 of 51 Notes: see page 51 Starling Madison.Lofquist� Inc. Consulting rS—i�ij CCIass-1-3 Table 4B - MINIMUM FOUNDATION DEPTHS (in) Pier Dia (in) Slope (deg) Wind Speed & Exposure Category 07 5 10 15 20 [3:5:) 30 35 40 45 100 mph Exposure C 12 42 48 54 60 72 84 90 90 90 90 16 36 36 42 54 66 72 78 78 78 78 20 36 36 42 48 60 66 72 72 72 72 24 36 36 36 48 54 60 66 66 66 66 105 mph Exposure C 12 42 1 48 48 60 66 78 90 90 90 90 16 36 36 42 54 60 72 78 78 78 78 20 36 36 42 48 54 66 72 72 72 72 24 36 36 36 1 42 54 60 66 66 66 66 mph q7smpr�' C�El:xlpo 'e 112 ,,-48 54 54 66 78 84 1 90 90 90 go 16 36 42 48 54 66 78 78 78 78 78 20 36 36 42 54 60 72 72 72 72 72 24 36 36 36 48 54 66 66 66 66 66 120 mph Exposure C 12 54 60 60 72 78 90 90 90 90 go 16 42 48 48 60 72 78 78 78 78 78 20 36 36 42 54 66 72 72 72 72 72 24 36 36 42 48 60 66 66 66 66 66 130 mph Exposure C 12 54 66 66 78 84 90 90 90 go go 16 42 48 54 60 72 78 78 78 78 78 20 36 42 42 54 66 72 72 72 72 72 24 36 36 42 54 60 66 66 66 66 66 140 mph Exposure C 12 60 72 72 84 84 90 90 90 90 go 16 48 54 54 66 72 78 78 78 78 78 20 36 1 42 48 60 66 72 72 72 72 72 24 36 36 42 54 66 66 66 66 66 - 150 mph Exposure C 12 66 78 78 90 90 90 90 90 90 90 16 48 60 60 66 78 78 78 78 78 78 20 42 48 48 60 72 72 72 72 72 24 36 42 42 54 66 66 66 66 160 mph Exposure C 12 72 84 84 96 96 90 90 90 go go 16 54 60 60 72 78 78 78 78 78 78 20 42 48 48 1 60 72 72 72 72 - 24 36 42 48 54 66 66 66 - 170 mph Exposure C 12 72 90 90 96 96 90 90 90 go go 16 54 66 66 72 78 78 78 78 78 20 u 48 54 54 60 72 72 72 72 24 1 '36 42 1 48 1 60 66 66 1 66 Notes: see page 51 Starling Madison.Lofquist� Inc. Consulting Ir6nRidge Mr.David F. Taggart Ground Mounting System — Structural Analysis — 4 Module June 16, 2014 Page 5l'of 51 Notes for Tables 3 & 4: .1. Concrete Weight = 145 pcf / f c = 2500 psi 2. Skin Friction per 2012 IBC 1810.3.3.1.4 & 5 3. Top V-0" of soil neglected for Skin Friction 4. Snow Load = 0 psf — tabulated values are conservative for Snow Loads > 0 psf 5. * indicates special foundationrequired. Contact IronRidge 6. Resistance to corrosion and/or sulfate attack, along with possible adverse effects due to expansive soils has not been considered in these foundation recommendations. SML Engineers assumes no liability with regard to these items. 7. Soil classification is to be determined and verified by the end user of this certification letter. The analysis assumes that the array, including the connections and associated hardware, are installed in a workmanlike manner in accordance with the IronRidge Ground Mount Installation Manual and generally accepted standards of construction practice. Verification of PV Module capacity to support the loads associated with the given array shall be the responsibility of the Contractor or Owner and not IronRidge or Starling Madison Lofquist. Please feel free to contact me at your convenience if you have any questions. Respectfully yours, Tres Warner, P.E. Design Division Manager S. j CC 7191 ��"PZX. 1_2b -I P CIVIL C.16.oe Eiu-TTE COUNTY jjL0jTqG [)NISION BI r -r% C. L J APPROV Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -51— PROPRIETARY AND CONFIDENTIAL THE INFORKATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF MONROGEIM ANY REPRODUCTION IN PARTOR ASA MOLE WITHOUT THE WRITTEN PERUSSION OF OWRIDGE INC. 15 PRONOTED, --- allm. 0.4 X L (MAX) PIER SPACING PIER SPACING 0.4 X L (MAX) SIZE DWG. NO. EV I zr, A I DO NOT SCALE DRAWING SCALE:1-96 I WEIGHT: SHEET 2 OF 4 7'6" to 1 ............ W . . ... BUTTE COU N VIEW (6 PIER LAYOUT SHOWN) IUILDING DIVISION APPROVED ,,,,.,--CROSS PIPE ,--XR 1000 ALUMINUM MODULE SUPPORT SLOPE DOWN \11 \-SOLARMODWE Z/E-2S, IRON RIDGE Ground Mount System COMMENTS: SIZE DWG. NO. EV A I DO NOT SCALE DRAWING SCALE:1-96 I WEIGHT: SHEET 2 OF 4 PROPRIETARY AND CONFIDENTIAL THE DIFORRIATION CONTAINED IN THIS ORAIVING 13 THE SOLE PROPERTY OF IRONRI)GEIRC. My REPRODUCTION IN PARTOR ASA WHOU WITHOUT THE WRITTEN PERNISSM OF 9MRIDGE INC. IS PROHIBITED. a NORTH VIEW r_ U -BOLT I PIECE CAS] ALUMINUM MOUNTING C) PIER SPACING ICE ck DETAIL E SCALE 1 :6 ALVANIZED PIPE )N BETWEEN VERTICAL PIER D17t-'AKIT I f-De"NIZ4Z DIDr- r,\ 1 14 L./ I I UTTE COUNTY '84'ADING DIVISION p NuvED ZZIN-WIRONRID(B COMMENTS: Ground Mount System Sk I ONG. NO. DO NOT SCALE DRAWING SCALE:1:96 I WEIGHT: SHEET 3 OF 4 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF IROHRIDGE INC. MY REEPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF IRONRIDGE INC. IS PROHIBITED. EXHIBIT -A 14'Max EQ DISTANCE EQ DISTANCE LVANIZED PI ADD BRACE WHEN REQUIRED FOUNDAHON DEPTH -D D/3 Pier Dia. Note: The attached span tables are based using drilled cast -in-place concrete pier foundation system. Other foundation systems (eg. screw anchors, driven piers) are permissible but may require additional bracing and/or reduced span. Please contact lronRidge for more information. I TILT ANGLE VARIES 2500 PSI CONCRETE FOUNDATION AM-& IRON RIM COMMENTS: Ground Mount System SIZE I DWG. NO. DO NOT A --T SCALE DRAWING SCALE:1:96 I WEIGHT: SHEET 4 OF 4 MATERIAL FINISH DIMENSIONS ARE IN INCHES TOLERANCES: .XX: /-.030 XXX: /-.010 ANGLES: +/- 0.5' -EXHIBIT.A DESIGN CRITERIA & MATERIAL SPECIFICATIONS: PER ASCE 7-10/WIND LOADING MAXIMUM MODULE WEIGHT IS 3 psf XRI'000 RAIL, ALUMINUM ALLOY 6105-T5\6005A-T6 MODULE HARDWARE 18-8 STAINLESS STEEL OR EQUIVALENT PIPE A53 GR B, (SCHEDULE -40) OR EQUIVALENT (GALVANIZED). DETAIL C SCALE 1 :6 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING 13 THE SOLE PROPERTY OF IROXIIJUGE INC. ANY REPRODUCTION IN PAW DR AS A MOLE WTHDUT THE WRITTEN PERMISSION OF IROWRIDGE DIC. 15 PROHIBITED. R 3 Qu I I t UOUNTY :JOILDING DIVISION A 'PROVED XR 1000 RAIL CONNECTION DETAIL TO HORIZONTAL CROSS PIPE CROSS PIPE A INITIAL RELEASE EQ DISTANCE A I . END CLAMP ULE CONNECTION OXR1000 RAIL SYSTEM DETAIL A SCALE I : 4 WO �)D-r a c ce-A e) " � v" - VS MID CLAMP MODULE CONNECTION TO XR 1000 RAIL SYSTEM DRAWN SO I 05-3D-201 CHECKED ENG APPR. MFG APPR. COMMENTS DETAIL B SCALE 1 :-4 IRONRI Ground Mount System DO NOT SCALE DRAWING SCALEJ.-96 I WEIGHT: REV. A COPY of Document Recorded 26 -Oct -2015 2015-0038953 Has not been compared with AND W . HEN RECORD E D M A I L TO: original BUTTE COUNTY RECORDER BUTTE COUNTY DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 DECLARATION ACKNOWLEDGING RIGHT TO FARM Section 35-8 of the Butte County Code requires this declaration of acknowledgement to be recorded prior to the issuance of a building permit. The undersigned do hereby certify to be the owner(s) of certain real property located in Butte County, California, and more particularly described in Exhibit "A", attached hereto and incorporated herein by this reference ("the subject property"). The undersigned do hereby acknowledge that the subject property is located on or adjacent to agricultural land, as defined in the Butte County Right to Farm Ordinance (Butte County Code, Chapter 35). The undersigned do hereby further acknowledge that the County of Butte permits the operation of properly conducted agricultural operations on agricultural land within the unincorporated area of Butte County and has declared it County policy in the Butte County Right to Farm Ordinance to conserve, protect, enhance, and encourage such operations. The undersigned do hereby further acknowledge that if the subject property is located near an agricultural operation on agricultural land, residents or users of subject property may at times be subject to inconvenience or discomfort arising from the operations, including, without limitation, noise, odors, fumes, dust, smoke, insects, operation of machinery during any time of day or night, storage and disposal of manure, and ground or aerial application of fertilizers, soil amendments, seeds, and pesticides. The undersigned do hereby. further acknowledge that one or more of these inconveniences or discomforts may occur as a result of any properly conducted agricultural operation on agricultural land. The undersigned do hereby further acknowledge that the County of Butte has determined in the Butte County Right to Farm Ordinance that inconveniences or discomfort aris . ing from a properly conducted agricultural oppration on agricultural land will not be considered a nuisance for purposes of the Butte County . Code or County- regulations, and that residents or users of nearby property should be prepared to accept such inconveniences or discomfort as a normal and neces'sary aspect of living in a county with a strong rural character and an active agricultural sector. This Declaration shall run with the subject property in perpetuity and shall be binding upon the undersigned and the undersigned's heirs, personal representatives, lessees, executors, successors, and assigns. This Declaration and the acknowledgements contained herein shall be disclosed to prospective transferees of any interest in the subject property, including, without fimitation, a leasehold interest, and prior to any such transfer. WITN SS WHEREOF, the undersigned has/have executed this Declaration this Z day of X9.*- .20 DECLARANT(S) Signature Date Signature "EXT BUTTE COUNTY DEVELOPMENT SERVICES Assessor's Pa,rcel Number: -0,�4 - 090 - J;�q - o REVIEWED FOR CODE C IMPLIANCE NOTE: ACKNOWLEDGMENTS MUST BE ATTACHED FOR AL RIES By, M 1, ri W, COFY A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of 0-r— CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT On -2Z (5 before me, —"?8mq A-oAms ldo'TPgq 'Pu&Qc- (here insert narnelland title of the offfcer) personally appeared Kp,-FH iEe_o 6- 04t�a_ who 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. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS m and and official seal. Signatu OPTIONAL INFORMATION PATTY ZA"M - - — (COMM. #2053806 z 0 Notary Public - Callfamis x 0 Bub — C c own n. i Jn26.2D181 (Seal) Although the information in this section is not required by law, it could prevent fraudulent removal and reattachment or this acknowledgment to an unauthorized document and may prove useful to persons relying on the attached document. Description of Attached Document The preceding Certificate of Acknowledgment is attached to a document titled/for the purpose of )4-dkAJd W L6,06 ) AJ6 —jj) )��w kyll containing pages, and dated /O/Z& /,9,0/ S - The signer(s) capacity or authority is/are as: El Individual(s) E] Attorney -in -Fact El Corporate Officer(s) Title(s) El Guardian/Conservator El Partner - Limited/General El Trustee(s) F1 Other: PERMIT # representing: Name(s) of Person(s) or Entity(ies) Signet is Representing F_% G Method of Siclner Identification Proved to me on the basis of satisfactory evidence: Lo form(s) of identification 0 credible witness(es) Notarial event is detailed in notary journal on: Page # Entry # Notary contact: Other Additional Signer(s) [] Signer(s) Thumbprint(s) NTY DEVELOPMENT SERVICES 'IEWED FOR COMPLIAKE 0 Copyright 2007-2014 Notary Rotary. Inc. PO Box 41400, Des Moines, IA 50311-0507. All Rights Reserved. Item Number 101772. Please contact your Authorized Reseller to purchase copies of this form. Exhibit "A" LEGAL DESCRIPTION FOR WHEELER ORCHARDS, INC WHEELER FAMILY TRUST, KATHLEEN E WHEELER A non-exclusive easement for the construction, installation, use, operation, inspection, repair, maintenance, replacement and removal of photovoltaic arrays and all necessary appurtenances thereto, on, over, under and across all the real property situate in the County of Butte, State of California, as described as follows: 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 May 25th 1989, in Book 115 of Maps at page 53. Said Easement is for the benefit of Parcel #1, as shown on that certain Parcel Map, recorded in the Office of the Recorder of the County of Butte, State of California, on May 25th, 1989, in Book 115 of Maps at page 53. PERMIT BUTTE COUNTY DEVELOPMEN r SERVICES REVIEWED FOR '&h'IC COD COMPLI E Sunmodule;,,/ Pro -Series SW 250 POLY (33mm frame) TUV Power controlled: Ij Lowest measuring tolerance in industry Ell111 Every component is tested to meet 3 times IEC requirements F41Designed to withstand heavy accumulations of snow and ice LAISunmodule Plus: Positive performance tolerance 25 -year linear performance warranty and 10 -year product warranty BUM COUNTY OCT - 2 8 2015 DEVELOPMENT RVICES World-class quality Qualified. IEC 6121S Safety tested. IEC 61730 Blowing %and 11111—ce, IEC 60068-2-69 Fully -automated production lines and seamless monitoring of the process and mate- Arnmonf, -ht-,, IEC 62716 & : Salt Mist ne,slon, IEC 61701 rial ensure the qualitythat the company sets as its benchmark for its sites worldwide. fldodic inspection C us � A � UL 1703 'P..,1.dl, insp.-I.sn SolarWorld Plus -Sorting couolled Plus -Sorting guarantees highest system efficiency SolarWorld only delivers modules that have greater than or equal to the nameplate rated power. L., ag-mg M., Fi�i Home Innovation 25 -year linear performance gua.rantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance digression of 0.7% p.a. in the course of 25 years, a significant added value compared to the two-phase warranties com- "Mc s mon in the industry, along with our inclustry-f irst 10 -year product warranty." 'in accordance with the applicable Solarworld Limited Warranty at purchase. www.solarworld.com/warranty PERMIT k— -2L 5:7: BUTTE COUNTY DEVELOPMEN'r SERVICES REVIEWED FOR CODE "OMPLIANCE solarworld.com DA -,,E Quality modules rnadem Germany �Jcf, ITVK LI -1 Sunmodule;-/ Pro -Series SW 250 POLY (33mm frame) PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)' Maximum power p— 250 Wp Open circuit voltage V. 37.6 V Maximum power point voltage V -PP 30.5 V Short circuit current ISC 8.81 A Maximum powerpoint current I -PP 8.27 A Module efficiency % 14.91% *STC: 1000 W/m�, 25'C, AM 1.5 ))Measuring tolerance (P_ . .) traceable to TUV Rheinland: +/- 2% (TUV Power Controlled) THERMAL CHARACTERISTICS NOCT 46 *C TC /,, 0.081 % /'C TIC v. -0.37 %/'C TC PD, -0.45 %/-C Operating temperature -40*C to 85*C 1000 W/M2 800 W/ml 600 W/m2 400 W/ml si 200 W/ml 100 W/M2 Module voltage M V. 4.20 (106.65) 7.12 00.26(6.6) (180.85) 00.35(9) 0 PERFORMANCE AT 800 W/m', NOCT, AM 1.5 Maximum power P... 185.4 Wp Open circuit voltage V. 34.2 V Maximum power point voltage V -PP 27.8 V Short circuit current isc 7.24 A Maximum power point current "DO 6.68 A Minor reduction in efficiency under partial load conditions at 25*C: at 200 W/m�, 100% (+/-2%) ofthe STC efficiency (1000 W/m�) is achieved. COMPONENT MATERIALS Cells per module 60 Cell type Poly crystalline Cell dimensions 6.14 in x 6.14 in (156 mm x 156 mm) Front Tempered glass (EN 12150) Frame Clear anodized aluminum Weight 39.7 lbs (18.0 kg) SYSTEM INTEGRATION PARAMETERS Maximum system voltageSCIIINEC 1000 V Maximum reverse current 25A Number oftyposs diodes 3 Design Loads* Two rail system 113 psf downward 64 psfupward Design Loads' Three rail system 178 psfdownward 64 psf upward Design Loads* Edge mounting 178 psf downward 41 psf u pwa rd Please referto the Sunmodule installation instructions for the details associated with these load cases. ADDITIONAL DATA 37.8(961) Powersorting' -OWp/+5Wp J -Box IP65 4x 0.35(9) 11.32 (287.50) 39.4(1001) 1.30(33) All units provided are imperial. S1 units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. Module leads PV wire per UL4703 with H4 connectors Module type (UL 7703) 1 Glass Low iron temDered with ARC Compatible with both "Top -Down" and "Bottom" mounting methods --L Grounding Locations: 4 locations along the length ofthe 1.30(33) module in the extended flange. z C On 1.14(29) CP SW-01-7140US-G 01-2015 EnphaseO Microinverters Enphase,,M250 BUTTE COUNTY OCT 2 8 2015 DEVELOPMENT SERVICES A)5-do�r The Enphase" M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with its all -AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Engage' Cable, the Envoy' Communications Gatewar, and Enlighten", Enphase's monitoring and analysis software. PRODUCTIVE - Optimized for higher -power modules - Maximizes energy production - Minimizes impact of shading, dust, and debris [e] enphase- E N E R G Y SIMPLE - No GEC needed for microinverter - No DC design or string calculation required - Easy installation with Engage Cable RELIABLE - 4th -generation product - More than 1 million hours of testing and millions of units shipped - Industry-leading warranty, up to 25 years PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODEQ DAA /I/ y c us -7 EnphaseO M250 Microinverter // DATA INPUT DATA (DC) M250-60-2LL-S22 LRecommencled input power (STC) 210 - 310 W ,maximum input DC voltage 48V Peak power trackin g voltage 27 V - 39 V Operating range 4 8V FMin/Max start voliage 22 V / 48 V 'Mak DC short circuit current 15 A OUTPUT DATA (AC) @208 VAC @240 VAC t Peak output power 250 W 250 W Rated (continuous) output pow�r 240W 240 W Nominal output current 1.15 A (A rms at nominal duration) 1.0 A (A rms at nominal duration) Nominal voltage/range 208 V 183-229 V 240 V / 211-264 V uency/range 60.0 / 57-6� Hz 60.0 / 57-61 Hz Extended frequency range* 57-62.d Hz 57-62.5 Hz or >0.95 >0.95 Maximum units per 20 A branch circuit 24 (three phase) 16 (single phase) T-Maximurn output fault current 850 mA rms for 6 cycles 850 mA rms for 6 cycles EFFICIENCY r Compliance UL1741/IEEE1547, FCC Part 15 Class B, CAN/CSA-C22.2 NO. 0-M91' CEC weighted efficiency 96.5% Peak inverter efficiency 96.5% Static MPPT efficiency (weighted, reference EN50530) 99.4% Night time power consumption 65 . mW max MECHANICAL DATA Natural convection - No fans Ambient temperature range -401C to +65*C Operating temperature range (internal) 401C to +851C LDimensions (WxHxD) 171 mm x 173 mm x 30 mm (without mounting bracket) Weight 2.0 kg, - i__�ooling Natural convection - No fans Enclosure environment6l rating Outdoor - NEMA 6 FEATURES Compatibility Compatible with 60 -cell PV modules Communication -Power line !ntegrated ground The DC circuit meets the requirements for ungrounded PV arrays in NEC 690.35. Equipment ground is provided in the Engage Cable. No additional GEC or ground is required. Ground fault protection (GFP) is integrated into the microinverter. Monitoring Free lifetime monitoring via Enlighten software r Compliance UL1741/IEEE1547, FCC Part 15 Class B, CAN/CSA-C22.2 NO. 0-M91' 0.4-04, and 107.1-01 Frequency ranges can be extended beyond nominal if required by the utility To I ' earn more about -Enphase Microinverter techno.109y, [e] enphase-, visit enphase.com E N E R G Y 0 2015 Enphase Energy. Al rights reserved. Adl trademarks or brands in this document are registered by their respective owner. MKT -00070 Rev 1.0' LABELING DIAGRAM W/MICROINVERTERS. LABEL # I PV SubPanel LABEL# 2 1. 1 AC Disconnect METER MAIN SERVICE LABEL # 3 PANEL LABEL # 1 LABEL # 2 BUM COUNTY OCT 2 8 2015 DEVELOPMENT SERVICES R)S-M�l X0 PERMIT tLOPIVIEN F SERVICES BUTTE COUN I Y UtV REVIEWED FOR conf- COMP E DAlt-A - - r --A 5-- - F I LE- (OfY BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916) 538-7r-& AGRICULTURAL BUILDING EXEMPTION PERMIT;�' eERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed nd constructed to house farm hall not 1 6 implements, hay, grain, poultry, livestock, or other horticultural products. This strruct re sball not be a place of human �r habitation or a place of employment where agricultural products are processed, tr led, or packaged, nor shall it be a place used by the public. ASSESSOR PARC ZONING OWNER u') k � U� J" PHONE NO. OWNER'S ADQELE F- LOCATIO G C4 USE OF BUILDING SIZE OF STRUCTUR-E o X SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDq% ROOF COVERING LOOR TYPE ESTIMATED COST OF CONSTRUCTION $ AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows- 5 1 FRONT 220 SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building i ade, I ill contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requi en7 effect at that time and before occupancy. ()Date Signature of Owner Permit Fee - $60.00� The above described AG Building is exempt ,,from a building permit. FLVCgb I PA Rec QK I trL I Manager Building Di isi By em�� Date White — DPW, Yellow — Assessor, Pink — B. L, G i old—enrod — Applicant r COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7COUNTYCENTER DRIVE - OROVILLE,CALIFORNIA95965 -TELEPHONE (916)538-7541 PERMIT APPLICATION DATASHEET OWNER P A A. P. No. Proposed Building Use ud Q, Building Inspector Date - -45 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings ....................... 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome data and manufacturer's installation instructions, 2 sets . ........... 10. Fees of $ ........................................... 11. Impact fees as shown on attached schedule . ... .......................... 12. California Department of Forestry plan approval/fees ......................... 13. Flood elevation letter (100 year flood) by California Engineer ................... 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley . ............. 17. Planning approval for (A) Use: (B) Parking: .. ........ 18. Contact Land Development about (A) Improvements (B) Drainage ............ 19. Driveway permit (construction approval required prior to occupancy). P;r�4;sWc1loA �ecluest 20. Pre -inspection for required. to Building Inspector. (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner Mail to owner . ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road ...... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: - -**-Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. - Fire Dept. _ Air Pollution Date Copy of plans sent Health Dept. _ Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone - mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone - mail Counter by _ Date Plans checked by - Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works -4 March 15, 1989 Wheeler Orchards 532 Sheldon Avenue Gridley, CA 95948 ti CERTIFIED MAIL Re: Use Permit,� �8-50 Gentlemen: PLANNING COMMISSION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 PHONE: 538-7601 Enclosed is your validated Use Permit No. 88-49 to allow the segregation of a 1.25 acre homesite in an A-5 zone on property located on the South side of Sheldon Avenue, 600+ feet west of Larkin Road, Gridley. Should you . have any questions regarding this matter, please contact this office between 10:00 a.m. and 3:00 p.m. Sincerely, A. irche Director of Planning BAK:lr Enc. cc: Department of Public Works (2) uzk�l Environmental Health Department of Forestry' 6 atte 1604u), L A N D 0 F N A T U R A L W E A L T H A N D BEAUTY CERTIFIED MAIL Re: Use Permit,� �8-50 Gentlemen: PLANNING COMMISSION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 PHONE: 538-7601 Enclosed is your validated Use Permit No. 88-49 to allow the segregation of a 1.25 acre homesite in an A-5 zone on property located on the South side of Sheldon Avenue, 600+ feet west of Larkin Road, Gridley. Should you . have any questions regarding this matter, please contact this office between 10:00 a.m. and 3:00 p.m. Sincerely, A. irche Director of Planning BAK:lr Enc. cc: Department of Public Works (2) uzk�l Environmental Health Department of Forestry' 6 LRIATIT NO. 2950-78B PERMIT EXPIRES Wheeler Orchards Inc. ,OWNER CONTR. Northstate Aluminum, Chico 24-08-50 LiOCATION (A.P. SIS Sheldon'Ave., app.700'W.of Larkin Rd., Gridley, Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Seiv. Called PG&E /J 0 B ;:Itj FINALED (Date) (Signature) COUNTY OF BUTTE — DEPART41�NT QF PUBLIC WORKS I . I BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwa I I Siding Topout Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwa I I Garage V nts Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handicappe Conformance of ex. structure Appliances Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping WROILEHOME =INSTALLATION ---------------- Support Elec. Continuity Water Piping Drainage Gas Piping DATE -REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) 31 COUNTY OF BLIT'TE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville;bCalifornia 95965 Telephone: 534-4541 APPLICATION AND PERMIT . — — VF.V.V11 . VW0 U ju UUIILY U1 DULL_ LU VIILUI UPUFI Ult: b�ve-mentioned pr`,;'�rty f�r 'insp'ection PU rposes. X 14 X�c n ur of ermit e Or gent 9 Receipt No. -177 11 Gt3 White-D.P.W. — Y.Ilow-Assessor — Pink -Inspector Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. D I :R3 E 7C PUBLIC WORKS R P qj��Rv Date wx�—S— 7jr BtZing/permit expires Date C) *I W I I - BUILDING Owner. 2i:_A__-,j SO. FT. occ. BU162ING VALUATION Mai I ing Address T I h e No. Contractor Mai I Ing Address 3!!�.;�L- Fireplace Total Valuation e No. /0 Permit Fee Building Addre . ss 9 -4 -d -z& PlanChecking Fee&/orPenalty Permit Fee $ -c PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each TraD 1.50 Repair drainage or vent piping 1.50 A. P. No. ci g --��o Zoning& Planning Water piping 1.50 I Each gas water heater or vent 1.50 4es I t<[8@kati dn FireDept.1 FireZone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parkin n�� I Pla _ Parcel Declaration I Parcel Map 1 60 R/W Improvements d� Each additional outlet .30 Building sewer 5.00 Bldg. Plknos�ec'd Parcel Approval PlaA"A'aproval Lawn sprinkler system 2.00 NEW El' ADDITION UTILITIES OTHER Permit Fee $ L's I ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 main service 6011 OR LESSFSS 5.00 10. AMP OR I _ Single Family Duplex Mobi I Home Pr Others El Main service EA. ADD'L 100 AMP 2.50 OVER 600V Main service 100 AMP OR LESS 25.00 Main service EA. . ADD'L 100 AMP 1.00 61— NEW CONST. I DWELLING OCCUP. 5i OR ADDNS. % ACC.BLDGS. 20sq ft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: :a ;tZ NEW CONSTR. MULTI-OUTL _- NON.RESID. (BRANCH ClMuTs) 12.50ea NEW CONSTR. POWER APPARATU . NON RESID. (SINGLE 0 UTLET C:,L 50 @ :10j Ex. Occur)(OUTLETS OR FIXTI[RES) ;BAL FIXED APPLNS. OR Ex. Occup. (OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. ;!:7 40� 0 Q& Classification R-1 Misc. Wiring 6.25 I am exempt from the contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions ot Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. r-1 I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. —1 r pie certify that in the performance y of the work for which this rmit is issued I shall not emplo any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.001 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws rel.ating -to, building construction, and hereby Land Development Fee 1$ TOTAL PERMIT FEE Is _�d . — — VF.V.V11 . VW0 U ju UUIILY U1 DULL_ LU VIILUI UPUFI Ult: b�ve-mentioned pr`,;'�rty f�r 'insp'ection PU rposes. X 14 X�c n ur of ermit e Or gent 9 Receipt No. -177 11 Gt3 White-D.P.W. — Y.Ilow-Assessor — Pink -Inspector Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. D I :R3 E 7C PUBLIC WORKS R P qj��Rv Date wx�—S— 7jr BtZing/permit expires Date C) -77P.E j.PZRMIT NO. 5256 PERMIT EXPIRES /Ojl oIIOWNER Wheeler Orchards, Inc. owner CONTA. 24-08-50 LOCATION (A.P. SIS Sheldon'Ave.,app-706'W.of Latdn Rd., Gridle, Temp. Power Pole Calle d PG&E a Temp. Elec. Serv. Called PG&E Temp. Gas Serv. A�/;Vlrlff Called PG&E JOB FINALED —9445=�— (Signature) COUNTY OF BUTTE — DEPARTMENTOF PUBLIC WORKS BUILDING INSPECTION RECORD N BUILDING A\ BUILDING (Cont'd) PLUMBING betti1kck FlekWall SoN Piping Forms ParaJqts IXkt loor Main !dg- Restro M Finish 2nkFloor FooNgs Window 3rd Noor Stemwk\l Siding Topout X Slab Roof Sheatkng Water PAg Piers Rooting Sewer Garage Fdn. Vents Fixtures Footings Stemwa I I X Garage Vents Insulation Water Htr. Heaters Slab Carport V Footings A Prov. for physical[ handicap'pe Conformance of ex. structure Appliances Gas Piping & Test\ Temp. Gas Slab Final Water Piping AP -7107 Patio Fl)(EP4' CE -Sanitation Final Footinas Footing %tECTRI'kAL Masonry Walls Throat Rough ReInf. Stee/ Final Fixtures Bond Be ARE SPRINKLEA Motors Framing Test Water Htr stucco / % Final Subpanela Mesh( MECHANICAL Grd. F It Prot. Scr/tch Heatin'd Servi/e B19wn Coo"Ag Timp. Pole lnlsh D ts nderground 1 Loerlor Lath X rior VGtIlatinn Permanent ZFI oor Closer or Close Ina[ na I MOBILEHOME UTILITIES ------- Elec- Service Elec. Pedestal Water Piping AP -7107 Sewer Gas Piping ME INgALLATION --------- Water Piping Support V Drainage Z-, IJ Elec. Continuity — 4! Z24;�" Gas Piping f _�/' 11 %J A, ev DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) 9. Electrical' A. Is service large enough to provide adequ�te amperage -to mobilehome (must equal rating of mobilehome with a minimum of 100 amp) and.other facilities on lot,.i.e., water pumps, garage, cabana', etc.? Yes_X No I B. Is there proper clearances around panels? YesV No C. Is power supply cord.or feeder assembly properly fused? YesX No D. Is continuity test satisfactory as per the following procedure? Ye s- No 1. De -energize electrical wiring system of the mobilehome at the PeJVe—stal. 2. Make sure that the power supply cord.or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test instrument to the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, includingneutral. 5. All- non-current, carr ying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of theelectrical tests, the lot or site service equipment may be approved.for energizing. 10. Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign off card and tag services. MOBILEHOME DATA Manufacturer and/or Namestyle Length Width' Vehicle Serial No-. State Identifi�ation No. Additional Information or Comments: I MOBILEHOME INSTALLATION -INSPECTION CHECK LIST 1. Is the mobilehome located with*required separation from lot lines and buildings and generally conform to plot plan? Ye S_� No 2. Does the mobilehome have.required clearances above ground? (Sec.5085) Ye SX No 3. Are footings and supports properly sized, spaced, and braced as per approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Ye S4. No 4. Is'the mobilehome level? (Sec. 5088) YesV No 5. If mpr th single unit, are crossover connections properly installed? (Sec. 5088) .p- an a Yes No 6. Water A. Is fk�xible,connector of adequate . size and properly installed (1/2" ID min.)? (Sec. .5566) Yes--& No B. Test - Does water piping withstand working pressure or 50 lbs. air test? Yesk- No C. ornia approved, does station have backflow device and pressure -relief valve? Yes No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes -Y No B. Does it have minimum per foot slope and is it properly supported? Ye s7x No C. Are any leaks detected in drainage system after running 3 -gallons of water through each fixture including washing machine standpipe? Yes No D. it-c-o-a-c-h-i-s-n-o-t-s-t-a-te--o-r-ca-ri-f-oT-tyi:yaitif6ved, does station have required trap and vent? Yes— No 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as large as the mob.��ehome gas line ifilet without reductions other than the,-Imobilehome connector. Yes No B. Test OK as per following procedure? Yes )6 No 1. open all appliance connector valves. 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"-14' water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without drop. 4. Connect gas meter to mobilehome with connector, turn on gas, test ccnnections with soapy water. C. Are all appliance*vents properly installed? Yesl� No- COUNTY OF BUTTE — DEPARTMENT OF'PUBLIC WORKS 7 County Center Drive' — Oroville, California 95965 /-7 Telephone: 53,4-4541 APPLIC�TION AND PERMIT hi 9 1 BUILDING Owner 'Q e, cts�, /it C SO. FT. OCC. BUILDING VALUATION Mailing Address K. &.y 1 Gr I 7'-1 �rne N 17W Fi repl ace Contractor Total Valua;ion Mai I Ing Address Permit Fee Plan Checking Fee VorPenalty T lephone No. Permit Fee $ $ Building Address -5 A A -\j le 9WR fD)- PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 0-d in Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 10,(,P -d Zon n Each gas water heater or vent 1.50 A. P. Np---aq W R' Fees I W. C. ion FireDept.1 FireZone 2 — I Use Permit Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Building sewer 5.00 EQA Parking Plans Parcel Declarati Parcel M �p 1 60' R/W Improvements Lawn sprinkler system 2.00 Bldg. Plans Rec'd 7-;r ParcellApproval P I a n s`<'pr a v a Permit Fee $ $ NEW ADDITION [J UTILITIES R -1'* _OTHER ELECTRICAL 'No. @ FEE PERMIT FILING FEE $3.00 3, &0 main service 6001 OR LESS 100 AM OR LESS 5.00 Main service EA. ADO'L 100 AMP 2.50 Single Family Duplex Mobil Home �Others Main service IIER 600V 100 AMP OR LESS 25.00 Main service EA. ADD -L 100 AMP 1.00 NEW CONST. DWELLING OCCUP. 120sqft OR ADDNS. ACC.BLDGS ' NE W CO N,STR (MULTI -OUTLET N . N -RE S . BRANCH CIRCUITS) 12.50ea NLW.CONSTFL fPOWER APPARATUS NON RESID. k SINGLE OUTLET CIR . CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES) 'BA'L @"T�Og FIXED A PLNS. OR Ex. Occup.(OUTLETSP(RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 --r— I am exempt from the Contractors License Laws of the State of California. Permit Fee $.2,3 - ON V TV-7ai WORKMEN'S - COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. E] I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. LAJrut 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 Workmen's Compensation Laws of California. 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 S : tate Laws rel ! ating to - building construction, and hereby MECHANICAL No.1 @ I FEE PERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee- $ A (I to Fu $ 04 TOTAL PERMIT FEE __77 y u ..ILv. uIjv1I Ulu above-mentioned prop6rty for Zpe�ti�n r�rpose; . X !�l y 401W,,.4 P_ D te Signi;rture ot Pe'r%itee or Agent Receipt No./ rA0 16 ;,, White-D.P.W. - Yellow-Assess.r 7 Pink -inspector - Golden rod-Appl i cant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PU,5LIC WORKS By�� n,3 Date /--/I- Dermit e.Dire� A S Dt.�� a ing permit expires Date This 'sE,_f 7 r ,o -4-:4s" and s.,pecificatloft MWT bs ,ket!O c,! i-7--r.e.,s and 4 is unlavAul #0 ons cn sAme W16"I r norn the Depa l'Ic V-;orks, County of Auf+8- W h e Y 0 Af lals & Workmanship Sli011 Be in,, NOT E i—All Good Practices and c �nized Accordn"ce v�"-h c'o ified use in the .,i-,-'- f-�)r the Spar. a presc, ";_� Codes.and of qur,,'!'4Y & Mechanical Buildil1g, NUN, Uniform, at code. Electric the Nuillonal ��57/. —77 All Oilily conneeflans Shall be locci ec'. vJ iwn� 4 ft. outsi de As reOr A pej e for the u i d section of 60 movie h4mejV1. "I install .6 the mobilhome. mo I the Is (rood) si& f6 on -Of home. Septic system an location oNW. be �o as ;,,Or. Bt:tfe County H�plth. Dept. quirements. The 11ft Setback shall be 5 ft. from the side p: operiy li�-.e and So ft. from the cepterlone of flh-e rood, permitting a roaxi- r'a 2 ft. eave oveAarq but soWsmoly .rjum o' out. of all easerrrants.. BUTTE COUN1Y BUILDING DEPARTVIF_N1 APPROVrED ell 4, pr% —i- .-P t COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, - Oroville, California 95965 Telephone: 534- 4541 APPLICATION AND PERMIT'-%- ;/"t Wfl U Ul- 1VFrV0er1LQL V65 C11 tile UVIJIIILY Ul buiiu iu enier upon the ab��e-�entioned prople'rty for inspection purposes. X ad"I Date/,,? -13,9- Signature of Permitee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -inspector — Goldenrod-Appli cant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRE R 0 UBLIC WORKS By- Z Date permit expires Date BUILDING Owner SO. FT. Occ. BUILDING VALUATION Mailing Address T I ephone No. Fireplace I Contractor A/P TZ44,'�& Total Valuation _/ Mailing Address Permit Fee Plan Checking Fee &/or Penalty of" I T e I e;eh N y P& S - &/ Permit Fee $ Building Address yw� aCA� PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. 0 Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fe� At_IE_—J Sal Fi re Dept. I F ire Zone - Use Permit Building sewer 5.00 EQA Parking Plans I Parcel Declaration Parcel Map 1 60' R/W I Improvern Lawn sprinkler system 2.00 Bldg. Plg;s Recd Parcel AFit#dvgl P I a ns Approval Permit Fee $ $ - NEWEJ' ADDITIONE] UTILITIES OTHER [] ELECTRICAL No. @ FEE - PERMIT FILING FEE $3.00 24, " ws-,gs-(o-? —main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 Single Family EJ Duplex Mobil Home Eq-- Others OVER 600V Main service 100 AMP OR LESS 25.00. Main service EA. ADD -L 100 AMP 1.00 NEW CONST DWELLING OCCUP. 11 20sqft OR A.D.S. ACC.BLDGS. NEW CON,STP_ (MULTI..UTLET -2.50ea N.N.RES . . RANCH CIRCUITS) NtLW.CONSTR. ( POWER APPARATUS &J NON RESID. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES) 50 @ 25o! BAL @ I(X TF-IXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. .3423,23 Classification Misc. Wiring 6.2�� I am exempt from the contractors License Laws of the State of California. Permit Fee $ WORKMEN'S - COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. EJ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. F'� 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 Workmen's Compensation Laws of California. 2 MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit.Fee 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 S : tate Laws rel ! ating to building construction, and hereby TOTAL PERMIT FEE U Ul- 1VFrV0er1LQL V65 C11 tile UVIJIIILY Ul buiiu iu enier upon the ab��e-�entioned prople'rty for inspection purposes. X ad"I Date/,,? -13,9- Signature of Permitee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -inspector — Goldenrod-Appli cant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRE R 0 UBLIC WORKS By- Z Date permit expires Date COUNTY OF BUTTE Departmen�'of Public Works 7 County Center Drive .0roville ----- 534-4541 ELECTRICAL INFORMATION FOR DE -RATING MOBILEHOMES Location Mobilehome Installation Permit No. FILL IN INFORMATION FOR ITEKS 1 THRU 10 TT 1. Width gqk x Box Length Zo x 3 2. 2 Kitchen Appliance Circuits ............ 3,000 3. 1 Laundry Circuit ............................ 1,500 4. Ovens ........................................ = 3cf 3 e3 (D-�) 5. Cook Stove Top ............................... = A -A eo 6. Hot Water Heater .............................. 7. Dishwasher,& Disposal ......................... 4e 8. Clothes Dryer ................................. 9. Other (specify, i.e., motors, exhaust fans, etc.) Sub -total Watts ..... First 10,000 watts @ 100% ......................... ....... 10,000 Remaining watts @ 40% ....................... 10. Air Conditioner watts @10 Largest Demand Central Heat System cZ;P5jf)w s @ 65%.. TOTAL ND WATTJJQU� "Demand Watts Required" + 230 .............. ............ AMPS De-rate.Mobilehome to .............................. AMPS R7- / /,�) 0 X 1/0 6- (!;; R / bt k / 7 54 vi, BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center. -Drive, Oroville, CA. PHONE- 5M -454i MOBILEHOME INSTALL�TION SHEET 1. Owner's name: WdkEi iik R 0 R N),09 R IAI e, 2. Installer's name: CiA)k S CA1,17Y7,1 7- 7- 3. Is the site currently under permit? Yes 7771, No (If yes, furnish permit number OR Is the site an existing site? Yes No (If -yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and le' ach fields and clear of all setbacks and easements? YesT:--/-' No (if no, clarify 5. What is the mobilehome electrical rating? ----------- 1,9 19 Amps' V-0 e) ------- ------ 6. What is the mobilehome site service rating? S 7. What is the mobi:lehome site circuit breaker rating? ------------- Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes No _777, (If yes, identify the load..and size: (Load) (Amps) it 9. What is the mobilehome site gas pipe size? ---------- ---------- (in.) 10. What is the type of gas service? ------------------ - -Natural LPG -/--I 11. What is the gas pipe length from meter or tank to the 7*17,a. 7&_ (ft 12.. What is the mobilehome gas demand? ------------------- (BTU) (This in iormation 'not required if pipe length less than 6 ft. on natural gas or-less,than 50,ft. on LPG.) 0 0 MOBILEHOME SUPPORT DATA Mobil ehome Mf r. 6 A/ E R Setup Model No. Year' Width -(ft.) Length.-.;, (ft:.) .. Ex'pand'o:. Size S ft.x /,--ft. (Draw support details. below). on all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. .(.if not on f.d.e with. the� . County of Butte). ty *If center piers are other than drawn above, draw in locations, spacing, and dimensions. '4 ",A N C3 CL. Footings -(check one) 7TK1. Wood.either pressure treated or fdn-. grade. Ll 2.. Concrete pad. " 5. Other,:specify Supports (check one) Concrete bloc'k 2. Concrete piers 3. Steel piers 4. 0 t he r, specify Typical Support Footing Size Max. Pier Spacing Max. Overhang .BUTTE COUNTY BUILDING DEPARTMEN1 APPROVED -77B PERMIT NO. 5255 PERMIT EXPIRES Y/ OWNER Wheeler Orchards, Inc. CONTR. owner LOCATION' (A.P. 24-08-50 S/S Sh"Kdon Ae.,APP.700'W.of Larkin Rd.,Gridl-ey 1�31 -7,�P Temp.powe Caltled PG&E Temp!Elec. Serv. Called PG&E Temp. Gas Serv. JBCalled PG&E JO FINALED (Date) (Signature) COUNTY OF BUTTE —,DEPARTMENT OF PUBLIC WORKS . 0-4 . . BUILDING INSPECTION RECORD . BUILDING I BUILDING (Cont'd) I PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Sternwall Siding Topout Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Sternwall Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for p� sically handicap e.1 Conformance of ex. structure Appliances Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough ReInf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS motors r-raming Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Coolina Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ----------- Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping MON16EUOME INSTAL6Q1PN -------------- Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS 9, (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE �— DEPARTMENT OF PUBLIC WORKS 7 Countkenter Drive , oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT Ad ziii F �V�Q U L e %a0ijifiLy 01 DULLe LU U[ILUI upun ine above-mentioned prop rt r ins ection purposes. X —//. , z - , . . J` " . ,zd —.4 - "ate Signature o(Pvevrmitee or Agent ReceiptNo. n10142 White-D.P.W. – Yellow -Assessor – Pink -inspector – Goldenrod-Appli cant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR UBLIC WORKS By-- Date A -1 t - -7 7 Bui rding permit expires Date /-- I(- 7y BUILDING Owner -P"P, ac _SQ. FT. OCC. BUILDING VALUATION I Mailing Address .. 60 X - 014 Fireplace Contractor Total Valuati Mailing Address Permit Fee Plan Checking Fee&/orPenalty T lephone No. Permit Fee $ $ -57-1 Building Address Q- PLUMBING No.1 @ FEE PERMIT FILING FEE J$3.00 n K Each Trap 1.50 U Repair drainage or vent piping 1.50 Gil coe%4 Water piping 1.50 Each gas water heater or vent 1.50 A. P. N.9- Zoning & P 17n n�ii n Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 ' Fee s .4, ( I W�C. .66f�k --ireDept. I FireZone 7 Use Permit Building sewer 5.00 Parking EQA PI Parcel Declaration Parcel Map 60' R/W Improvements awn sprinkler system 2.00 Rez,&—T Parcel Appro Plans Approval Permit Fee $ $ NEW ADDITION UTILITIES OTHER ELECTRICAL No.1 @ FEE PERMIT FILING FEE J$3.00 'DG6!n ol Main service 600V OR LESS - 100 AMP OR LESS 5.00 Main service EA. ADD -L 100 AMP 2.50 Single Family Duplex Mobi I Home Others OVER 600V Main service 100 AMP OR LESS 25.00 Main service EA. ADD -L 100 AMP 1.00 NEW CONST, I DWELLING OCCUP. & OR ADDNS. % ACC.BLDGS. 21t sq ft NEW CONSTR. (MULTI.OUTLET NON-RESID. BRANCH CIRCUITS) 2.50ea Nt--VV_CONISTP- (POWER APPARA tFUS &) NON RES 0. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES) rBOA@L 2@51009 (FIXED A PL.NS OR Ex. Occup. OUTLETSP (RESI*D.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. 1:1 I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. r7� I ci�rti.fy that in the performance of the work for which this L vT permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 1 2.001 Permit Fee $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby 0 +k ; TOTAL PERMIT FEE L 1$ F �V�Q U L e %a0ijifiLy 01 DULLe LU U[ILUI upun ine above-mentioned prop rt r ins ection purposes. X —//. , z - , . . J` " . ,zd —.4 - "ate Signature o(Pvevrmitee or Agent ReceiptNo. n10142 White-D.P.W. – Yellow -Assessor – Pink -inspector – Goldenrod-Appli cant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR UBLIC WORKS By-- Date A -1 t - -7 7 Bui rding permit expires Date /-- I(- 7y PV System Equipment Wall (Plan View) Equipment Wall Array (At Service Entrance) — — — — — — — — — — — — — — — — — A B 7C D E A: . (Existing) All -in -one utility meter and main service panel, 200A, 120/208V, 3� B: (1) (New) PVC SCH. 40 conduit run (±-2-05 ft run) (Buried 18" below grade) C: (New) PV system dedicated 125A, AC aggregate panel (1) back -fed PV circut breakers D: (1) (New) PV system junction box (UL 174 1, NEMA 3R) (Located behind modules) Zoomed Main Residence 0 Well Leach IN 1 A Array: Modules: (9) S61arWorld SW250 Poly 250W Modules Inverters: (9) Ehphase Energy M250 208W AC Microinverters' Mounting Method: Tilt mounted at 23.51 DEG. - (9) modules Ironridge ground mount system with XR 1000 rail (Shall not exceed I Oft in height) Array Azimuth: (9) Modules at 180' 10 19 0 0 _M --I - - REMOVE VEGETATION AND DEBRIS FROM UNDER AND AWAY FROM STRUCrURE. 1,4AINTAIN CLEARANCE FOR A FIRE SAFE ENVIRONMENT - I f Parcel Line APN: 024-080-123 APN: 024-080-124 C, D Sheldon Ave Parcel Line Shop CALL FOR BUTTE COUNTY BUILDING INSPECTION BEFORE COVERING TO VERIFY INSTALLATION Driveway ,:�,C>'_ � Shop [a Kl� OWNER,'/ JOBSITE Mr. Charles & Kathleen Wheele 532 Sheldon Ave., Gridley, CA 95948 APN: 024-080-123 CONTRACTOR North State Solar Energy PO Box 899 Forest Ranch, CA 95942 Lic. #813508 - BUTM CotwTy XXT 2 8 2015 DEVELOPMENT SERVICES RIS -d6 S3 PROJECT DETAILS New 2.25KW solar PV array using microinverters on Iron Ridge racking system tied into existing load center. All wiring is AC. Wires will be crossing parcel lines. Orr #_ P-'56- 17(065 BUTTE COUNTY DEVELOPMENT SERVICES - REVIEWED FOR CODE.COMPLIMCE BY r-IL,F- 6DVY Page 2 Page Details: Single Line Diagram for Wheeler Orchards Project Details: New 2.25KW Ground Mount PV Array using microinverters on iron Ridge mounting system going to existing load center. (Existing) Utility Meter 8 " 'i - - - � * I (9) 208 WATT Utility Interactive Inverters Enphase M25.0 -60-208-S22 CEC Model: Enphase M250-60-2LL-S2x (-ZC)(-NA)(208V) CEC-Inverter Efficiency: 96.5% 208VAC, 30,6OHz COMPLY WITH 2013 CALIFORML4 Voltage and Phase Sensing Neutral ELEC7RICAL COVE- AR77CLE 705 Listed to UL 1741 REQUIREMENTS FOR Interconnected 48 VDC Max Input Voltage Elecbic Power Production Systems Integrated G.E.C. Ground Junction Box NEMA 3R, UL 1741 (At Array) PV Circut: (9) SolarWorld SW250 Poly Module Module Module 250W Modules Provide readily accessible capability to 200A circuit breaker(s), disconnect(s), fuse(s),switch(es) and their accessories as required and defined in California Electrical Code 40A Circut Breaker Label, circuit breaker(s), disconnect(s), fuse(s),switch(es) and their accessories, to identify their location and or equipment 240 VAC, I � 2 - #10 THHN CU I - #10 THHN CU Neutral I - #8 THHN CU E.G.C. Microinverter I I Microinverter Microinverter Dedicated PV System AC Agregate Panel 125A, NEMA 3R Main Lug Only (1) 2P -20A PV Circut Breakers (Located at Array) 240 VAC (± 10 FT RUN) 4 - #12 AWG THWN-2 CU I - #12 AWG THWN-2 CU (N) I - #8 AWG THWN-2 CU E.G.C. (Gnd to be continuous) I" LFMC Conduit (Run behind array) PERMIT # 15IG— 7&7 be) BUTTE COUNTY DEVELOPME14T SERVICES REVIEWED FOR G�O E COMPLI E 'I( _ Y DAA A I 240 VAC COMPLY WITH CALIFORNIA Enphase AC ELECTRICAL CODE- ARTICLE 690 REQUIREMENTS FOR SOLAR Engage Cable PHOTOVOLTAIC SYSTEMS And Bare #6 AWG E.G.C. Ground COMPLY WITH CALIFORNL4 ELEC rRICAL CODE- AR77CLE 250 REQUIREMENTS FOR GROUNDING and BONDING 20A Dedicated PV System AC Agregate Panel 125A, NEMA 3R Main Lug Only (1) 2P -20A PV Circut Breakers (Located at Array) 240 VAC (± 10 FT RUN) 4 - #12 AWG THWN-2 CU I - #12 AWG THWN-2 CU (N) I - #8 AWG THWN-2 CU E.G.C. (Gnd to be continuous) I" LFMC Conduit (Run behind array) PERMIT # 15IG— 7&7 be) BUTTE COUNTY DEVELOPME14T SERVICES REVIEWED FOR G�O E COMPLI E 'I( _ Y DAA A I PV System Equipment Wall (Plan View) Equipment Wall (At Service Entrance) -------------------- J - ___J �Fay_ J.-) C,,' D1 E A: (Existing) All -in -one utility meter and main service panel, 200A, 120/24OV, 1$ B: (1) (New) PVC SCH. 40 conduit run (±205 ft run) (Buried 18" below grade) C: (New) PV system dedicated 125A, AC aggregate panel (2) back -fed PV circut breakers D: (2) (New) PV system junction box (UL 174 1, NEMA 3R) (Located behind modules) Zoomed Array: Modules: (29) SolarWorld SW250 Poly 250W Modules Inverters: (29) Enphase Energy M250 240W AC Microinverters Mounting Method: Tilt mounted at 23.5' DEG. - (29) modules Ironridge ground mount system with XR 1000 rail (Shall not exceed I Oft in height) Array Azimuth: (29) Modules at 180' F.11 0 Well Main Residence 0 -n.-.n n ALL FOR BUTTE COUNTY BUILDING INSPECTION BEFORE OVERING TO VERIFY Leach �,O, INSTALLATION Fields 0C Parcel Line APN: 024-080-123 --.—.-----IAPN: 024-080-124 1 L REMOVE VEGETATION AND DEBRIS C, D FROM UNDER AND AWAY FROM STRUCTURE. MAINTAIN CLEARANCE FOR AFIRE sAFEIENVIRONMENT Sheldon Ave Parcel Line Shop Driveway Shop . t1o, -�o OWNER / JOBSITE Mr. Charles & Kathleen Wheele 532 Sheldon Ave., Gridley, CA 95948 APN: 024-080-123 CONTRACTOR North State Solar Energy PO Box 899 Forest Ranch, CA 95942 Lic. #813508 BUTTE COUNTY OCT 2 8 2015 DEVELOPMENT SERVICES R),S - a6 C5/7 PROJECT DETAILS New 7.25KW solar PV array using microinverters on Iron Ridge racking system tied into existing load center. All wiring is AC. Wires will be crossing parcel lines. IMIT # 7 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANC EE FILE COrY age 2 Page Details: Single Line Diagram for Charles Wheeler Project Details: New 7.25KW Ground Mount PV Array using microinverters on Iron Ridge mounting system going to main residence. COMPLY WITH CALIFORNL4 ELECTRICAL CODE-AR77CLE250 REQUIREMENTS FOR GROUNDING and BONDING PV Circut: (14) SolarWorld SW250 Poly 250W Modules PV Circut: (15) SolarWorld SW250 Poly 250W Modules (Existing) Utility Meter 8 Meter Panel FI 75A I 50A Breaker (29) 240 WATT Utility Interactive Inverters Enphase M250 -60-240-S22 CEC Model: triphase M250-60-2LL-S2x (-ZC)(-NA)(240V) CEC-Inverter Efficiency: 96.5% 240VAC, I o, 60Hz Voltage and Phase Sensing Neutral Listed to UL 1741 48 VDC Max Input Voltage Label, circuit breaker(s), disconnect(s), Integrated G.E.C. Ground C7 1, fuse(s) switch(es) and their 'zZ. �;i Module �—� Mo'dule 0000 Microinverter I I Microinverter Module I Module * 0 0 0 Microinverter I I Microinverter COMPLY WFrH 2013 CALIFORM4 ELECTffCAL covE- AR77CLE 705 REOLMIMENTS FOR lWervonnected Elecb* Power Production Systems 240 VAC 140 (±205 ft run) 2 - #6 THWN-2 CU I - #6 THWN-2 CU Neutral I - #8 THWN-2 CU E.G.C. (GND TO BE CONTINUOUS) 1.25" PVC SCH 40 Conduit (Buried 18" Below Grade) accessories, to identify their location Module and or equipment \-- --- -- -- z --- ____j Junction Box NEMA 3R, UL 174-1 8A (At Array) I Module Provide readily accessible capability to circuit breaker(s), disconnect(s), fuse(s),switch(es) and their accessories as required and defined in California 240 VAC Electrical Code Enphase AC Engage Cable 240 VAC 15 FT RUN) And Bare #6 AWG 4 - #12 AWG THWN-2 CU E.G.C. Ground I - # 12 AWG THWN-2 CU Neutral I - #8 AWG THWN-2 CU E.G.C. (Gnd to be continuous) 3/4" LFMC Conduit (Run behind array) COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 690 REQUIREMENTS FOR SOLAR PHOTOVOLTAIC SYSTEMS PERMIT # /a e:�-- 7-4-2 0 7 20A BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR 20A CO COMP E DA -M / / My Dedicated PV System AC Aggregate Panel 120/240 VAC, 125 AMP, NEMA 3R Main Lug Only (2) 2P -20A PV Circut Breakers (Located at array) -I-