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Home My WebLink AboutB17-2223 033-010-086BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 2 INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line (IVR) :530.538.4365 (Cut off time for inspections is 3pm) Development Services cannot guarantee inspections on the date rennected Office: 530.538.7601 Fax: 53C Permit No: B17-2223 Issued: 10/23/2017 APN: 033-010-086 Address: 33 LONG BAR CT, OROVILLE Owner: FAULKNER FAMILY TRUST & FAULKN Permit Type: SOLAR GRND-RES Description: SOLAR GRND MNT (15.12 KW) Asa. i ia� www.Isutteuounty.nevaas Flood Zone: None SRA Area: Yes Front: Centerline of Road: Rear: SRA: Street: AG: Interior Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR I SP DA Setbacks 131 /?��►�.,� Foundations / Footings 111 Z• Pier/Column Footings 122 Eufer Ground 216 Masonry Grout 120 Setbacks 131 Do Not Pour Concrete Until Above are Sign d Pre -Slab 124 Gas Test Under round/floor 404 Gas Piping Underground/floor 403 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Blockin nder inin 612 Tiedown/Soft Set System 611 Do Not Install Floor Sheathing or Slab Until Above Signed Shearwall/B.W.P.-Interior 134 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Manometer Test 605 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 153 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 4 -Way Rough Framing 128 Gas Piping House 403 Gas Test House 404 Shower Pan/Tub Test 408 Do Not Insulate Until Above Si ned Permit Final 802 Electrical Final 803 f Mechanical Final 809 Plumbing Final 813 Fire Sprinkler Test or Final 702 Swimmina Pools 0 Inspection Type IVR INSP DATE T -Bar Ceiling 145 Stucco Lath 142 Swimmina Pools Setbacks 131 Pool Plumbing Test 504 Gas Test 404 Pre-Gunite 506 Pre -Deck 505 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 anufactured Homes Setbacks 131 Blockin nder inin 612 Tiedown/Soft Set System 611 Permanent Foundation System 613 Underground Electric 218 Sewer 407 Underground Water 417 Manometer Test 605 Continuity Test 602 Skirtin Ste s/Landin s 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: !F,iinals Public Works Final 538.7681 Fire De artment/CDF 538.6226 Env. Health Final 538.7281 Sewer District Final "PROJECT FINAL L 2H K ojcct rural is a %,enumate of occupancy ror txesiaennai vmy) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com ...www.loydwmartin.com Structural Calculations for a Ground Mounted Solar Electric System for: oQROFEss/pN9 Faulkner Residence �YNo. C58724 33 Long Bar Ct., I * Exp. 3-31-19 Oroville, CA 95966 s�qT C/V, r F pF C AoF Applicable Codes: 2016 California Building Code, 2016 California Electric Code, 2016 California Mechanical Code, American Society of Civil Engineers Standard ASCE 7-10 Minimum Design Loads for Buildings and Other Structures, Local Municipal Code, and all other codes which are adopted by reference or enacted by law. Assumed Design Parameters: Soil is Sand, Silty Sand, Clayey Sand, Silty Gravel or Clayey Gravel: ( SW, SP, SM, SC, GM or GC ) or better. Presumptive Load -Bearing Values per Table 18.02 of 2016 CBC Contractor, Building Official or Project Engineer shall verify on-site soil parameters. Wind Design Speed is 110 mph Exposure C Tilt Angle = 20 degrees +/- Flat to Slightly Sloping Terrain Sht # 1 of 10 2017- 3591 Join Solar Faulkner Residence Date: January 17, 2018 Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance, CA 90505.Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com - I II I I I r— I ---I —I — I I -r--- — I f ---t--{--- I I I I I- — I I II I --- I -- —— I I I I I I I I I I I I I I +--I----1- I I I — — — -I- I I (- -I — I L— ---I �I I I I —=F I------a--I--- I I I I- I I I I — —� I I II I 17 MOE X 70• DEEP GRADE fiEMM1fX 125 BARS DRILLED FOUNDATION � MODULE CLAMP PIER (TVP) Solar PV Array Layout Plan View �oQROF ESS/pygl W. Q y No. C58724 * Exp. 3-31-19 Lr� C/VIV �P 9TF OF NOTE: There shall be no splice on the rails. Rails must be continuous on its entire length. 2017- 3591 Join Solar Faulkner Residence PV MODULE - (4) CIRCUITS OF (14) f Solar PV Array Section View Sht # 2 of 10 Date: January 17, 2018 Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Loads and Load Combinations for Ground Mount System Critical Load Combinations per Section 2.4.1 Basic Combinations ASCE 7-10: ' Load Case 5: D + (0.6W or 0.7E) (Wind Governs) Note: D = Dead Load = 3 psf max W = Wind Load = See Analysis for Exposure C 110 MPH S = Snow Load = 0 psf 2017- 3591 Join Solar Faulkner Residence �F ESS/0 Ne c3 No. C58724 Exp. 3-31-19 J� Clb'1� 9TF OF C ALF Sht # 3 of 10 Date: January 17, 2018 Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Determine Wind Load per Section 6.5.13.2 ASCE 7-05': e�kCFESS/pNq\ F = g h G C fAs W No. C58724 m Exp. 3-31=19 Where : s, civic �P 9TF OF C F design force qh = velocity pressure evaluated at mean roof height h as determined in accordance with Section 29.3.2 G = gust effect factor from Section 26.9 Cf = net pressure coefficient determined'from Figs. 29.4-1 As = gross area of solar array therefore. determine qZ per Section 29.3.2: qZ = 0.00256 KZ KZT Kd V2 psf z = h = 5ft. Exposure C Wind 110 mph Kz = 0.85 Velocity Pressure Exposure Coefficient ASCE 7-10 Section 29.3.1 and per Table 29.3-1 KZT = 1.0 Topographic Factor ASCE 7-10 Section 26.8.2 Kd = 0.85 Wind directionality factor as defined by ASCE 7-10 Section 26.6 and per Table 26.6-1 V = 110 mph Basic Wind Speed per Section 26.5 and Fig. 26.5-1 Sht # 4 of 10 2017-3591 Join Solar Faulkner Residence Date: January 17, 2018 s Loyd W. Martin Professional Engineer, Inc.. . 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com therefore determine q', per Section 29.3.2: �oQROFEss/o q W. UA qZ = 0.00256 KZ KZT Kd V2 psf No. C58724 qZ = 0.00256 x 0.85 x 1.0 x 0.85 x (110)1 * Exp. 3-3cjv�1-19 qZ = 22.4 psf rFOF ca,OF G = 0.85 Gust Effect Factor ASCE 7-10 Section 26.9 CN = 1.3 +/- Entire Roof Area (conservative over entire roof area) net force coefficient per Fig. 29.4-1 therefore determine F per Section 29.4-1 ASCE 7-10 F = qh G CfAs F = 22.4 psf x 0.85 x 1.3 x A, p = +/- 24.8 psf x As Note: Load Combinations for Allowable Stress Design per Section 24.1: 0.6 x F = 0.6 x (+/- 24.8 psf) x As 0.6 x F = (+/- 14.9 psf ) x As Sht # 5 of 10 2017-'3591 Join Solar Faulkner Residence Date: January 17, 2018 Loyd W Martin Professional Engineer,' Inc. 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com wvh,w.loydwmartin.com Loading Diagram for Solar PV Array /OQROF ESS/pN9l No. C58724 Exp. 3-31-19 CIVI� �Q ATF OF C M o ti D=3psf W = 14.9 psf R1y I R1X R2y R2X I I I I 11- 8" .91- 0', Eauivalent Comaonent Force Diaaram Analyze 20° Condition: M p R 1 I Rix R2y P R2X 2017- 3591 Join Solar Faulkner Residence 91-011 11- 8" Sht # 6 of 10 Date: January 17, 2018 Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 , Email: loydwmartin@gmail.com www.loydwmartin.com Determine Applied Equivalent Loads for 20° Condition: F y / Tributary Area = 3 psf + 14.9 psf x cos 20 = 17 psf Tributary Area = 13.2 ft x 15 ft x 1 /2 = 99 sq ft. F y = 17 psf x 99 sq. ft. = 1,683 lbs F x / Tributary Area = 14.9 psf x sin 20 = 5.10 psf Tributary Area = 13.2 ft x 15 ft x 1/2 = 99 sq ft F x = 5.10 psf x 99 sq. ft. = 505 lbs �OQROF ESS/pN9l \N Force Analysis in Member Elements 2 No. C58724 * Exp. 3-31-19 J� C/V\v �P 1,683 # 9TF OF C 505 # 1,683 # 505 # ^ Angle = 20° o ti R1y P R1X R2y I R2X 1'- 8" 91-01, 19-81, Sht # 7 of 10 2017-3591 Join Solar Faulkner Residence Date: January 17, 2018 Loyd W. Martin Professional Engineer; Inc. 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1.804 Email: loydwmartin@gmail.com www.loydwmartin.com Force Analysis in Member Elements Continued Max Downward Vertical Load to Footing = 1,683 lbs Max Uplift Vertical Load to Footing = 1,386 lbs Lateral Load to Footing = 505 lbs oQROFEsSIOA,,. No. C58724 Exp. 3-31-19 Cm 9rF OF C Ao\ Allowable Loads for 24" Sauare x 24" Deet) Concrete Footin Ut)lift Cat)acit Weight of Foundation = Area x Depth x 150 pcf = 2 ft. x 2 ft. x 2 ft. x 150 pcf _ 1,200 lbs Soil Friction = Surface Area x Cohesion 2016 CBC Table 1806.2 = 2 ft. x 2 ft. x 4 x 130 psf 2,080 lbs > 748 lbs (CBC Sec. 1806.3.2) Array Dead Load = (3 psf x 99 -sq ft) = 297 lbs Uplift Capacity = 1,200 lbs + 748 lbs + 297 lbs = 2,246 lbs > 1,386 lbs OK OK. Use (N) 24" Square x 24" Deep Concrete Footing as per plans at Supports of Array Sht # 8 of 10 2017-3591 Join Solar'Faulkner Residence Date: January 17, 2018 Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Compression Capacity �o?RoF ESSlpN9l Compression Capacity = Area x Bearing Pressure 2 ft. x 2 ft. x 1500 psf iY No. C58724 Compression Capacity = 6,000 lbs > 1,683 lbs OK Exp. 3-31-19 J�q CIV 1\ - TF OF C Al\F�� Check Soil Pressures of Pole Footing Support Check Soil Pressures per 2016 CBC Sec. 1807.3.2.1 Eq'n 18-1 d=0.5A( 1 +(1 +(4.36h/A))") A = 2.34P / S, b S1 = 217 psf x 1.33 x 2= 576 psf h = 10.1' b = diagonal dimension of square footing = 2.8 ft. A = 2.34 x 505 lbs / (576 x 2.8) = 0.73 dReq'd=0.5x0.73(1+(1+(4.36x10.1'/0.73))05) =3.2ft. > 2ft. OK. Use (N) 24" Square x 24" Deep Concrete Footing as per plans at Supports of Array Note to Building Official: Based upon a review of the proposed plans I am confident that the proposed ground mounted solar PV array is capable of supporting all code required loads with the above mentioned footing. If you have any questions or additional concerns feel free to contact me at loydwmartin@gmail.com, skype id loydwmaritn, or tel: 1-310-464-1804. Thanks. End of Calculations Sht # 9 of 10 2017- 3591 Join Solar Faulkner Residence Date: January 17, 2018 Loyd W. Martin Professional Engineer, Inca 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com SUPPORT PER PLANS NATURAL GRADE \r�`�. :; ..;.;.; •,,.:::•;: VX24"SQUARE x 24" DEEP ,. 1 CONCRETE PIER; F'C = 2500 PSI j��l'��i, -,:= I 'h;�; OR BETTER i;5/16 SS THREADED ROD W. MACHINE BOLTS ON BOTH SIDES; EXTEND 2" �j�%\`FROM PIPE EACH SIDE L_L _ _ #4 REBAR @ 12" O.C. EACH WAY Q Sq I l — PLAN VIEW . 3" SCH 40 GALV. PIPE FOR POSTS (2) LAYERS OF 14- GAUGE GALVANIZED STEEL WELDED WIRE 24" SQUARE X 24" DEEP CONCRETE PIER; F'C = 2500 PSI OR BETTER DRAWN BY: LWM D1 PV ARRAY FOUNDATION PIER DETAIL DATE: 1-17-18 1 2017-35)1 Join Solar Faulkne jAVIEW OB: Date: Ja uaryJJ2'�,b7- 9a 8 �oQROF ESS/ON\ V. ly c� o � No. C58724 * Exp. 3-31-19 `j>9 CIV1� �Q lF OF C January 17. 2018 www. Loyd W Martin .com Solar Structures Engineering #2017-3591 Structural Only DATE: 9/18/2017 APPLICABLE CODES / NOTES: THIS SOLAR PHOTOVOLTAIC SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE 2016 CBC, 2016 CRC, 2016 CFC, 2016 CALIFORNIA GREEN BUILDING STANDARDS CODES, AND ARTICLE 690 OF THE 2016 CEC, AND ALL ADDITIONAL APPLICABLE BUILDING CODES. (REFER TO PAGE 6) NO WELL LONG BAR CT 307' 395' DRIVE WAY 510' SYSTEM SPECIFICATIONS:_ : ;� �' � ', q�'-'k 380 ORANGE ST. CHICO, CA 95928 1(855)360 -JOIN LIC #: 1021484 33 LONG BAR CT OROVILLE, CA 95966 CLIENT PHONE # 530-533-6891 .JURISDICTION: CITY OF OROVILLE UTILITY: PG&E TABLE OF CONTENTS DRAWN BY: MODULE: STRING - INVERTER: AZIMUTH(S): TILT(S) : BUSBAR RATING: MAIN BREAKER: ATTACHMENT TYPE: CANADIAN SOLAR CS6K-270P (56 MODULES) ENPHASE IQ6-60-2-US 180° 18° 200A 150A UNIRAC PV COMP SHINGLE'MOUNT P.1 COVER SHEET J B H P.2 SITE PLAN P.3 MODULE LAYOUT REV. PA MOUNTING DETAILS I A P.5 ELETRICAL SCHEMATIC P.6 ELETRICAL NOTES P.7 STICKER/ PLACECARDS PROPERTY LINEP2 A DRIVEWAY (E) UTILITY METER/PANELBOARD & INTERCONNECTION (E) SEPTIC SYSTEM (N) UNDERGROUND CONDUIT -180 FT (E) SHOP 188' (E) CUSTOMER RESIDENCE 89' (N) PV MODULE ARRAY. REFER TO PAGE 3 FOR �oQ�oFEssioN9l ' RACKING & STRINGING INFORMATION. C58724 No. _ (N) COMBINER BOX ;%-; ; ;; ; ; ;; ,%.; - * Exp. 3-31-19 (N) PV AC DISCONNECT ;%, ' ; �'aT civ.1v FOFCA\L- 47' January 17, 2018 www. Loyd W Martin .com N t Solar Structures Engineering 1 SITE PLAN #2017-3591 Structural Only PV2 SCALE 1 : 10 - # OF MODULES: 33 LONG BAR CT TABLE OF CONTENTS P.1 COVER SHEET y y y y AZIMUTHS ():. ® OROVILLE, CA 95966 CLIENT PHONE # y y 56 (15.120 kW) - P.2 SITE PLAN P.3 MODULE LAYOUT NOTABLE LANDSCAPE MODULE TYPE: 180 530-533-6891 PA MOUNTING DETAILS ,l',' /I TILT(S): 380 ORANGE ST. JURISDICTION: � '� ' � CANADIAN SOLAR CHICO, CA 95928 CITY OF OROVILLE P.5 ELETRICAL SCHEMATIC CS6K-270P 18° 1(855)360-JOIN UTILITY: P.6 ELETRICAL NOTES P.7 STICKER / PLACECARDS 10' BRUSH CLEARANCE LIC # : 1021484 PG&E I I /eROF�� l N ONo. C58724� / * Exp. 3-31-19 * - -- - - —�::.= y-. ...�,.' :;--= �,... _ . .- �.. _.. ... - �-y--. - - - . ...w .�..._,�_ ,-. - - .:. - .. ._- '.•.; _.,� _ • _.. �_"..,,� :, . ;. _. _ .. _ _._..... _. - `PF « 12" WIDE X 18" DEEP GRADE OF C AIEo� 4 `i w _ r x BEAM WITH 245 BARS January 17, 2018 www 'Loyd W.Martin .com k , BOTH TOP AND BOTTOM Solar Structures Engineering. JE - -#2017-3591 Structural Only, YI- -• - 1 ' MODULE PLAN DRILLED FOUNDATION ' '`. MODULE CLAMP PV MODULE (4) CIRCUITS,6F'('14) PV3 SCALE 1 : 10 PIER (TYP) - VERIFY ALL OBSTRUCTIONS IN THE FIELD n t - VERIFY ALL DIMENSIONS IN THE FIELD. 33 LONG BAR CT '� TABLE OF CONTENTS, .'R - - •�� r• WHERE INDICATED ON PLAN MIN. -. �. :w OROVILLE, CA 95966 r. P.1 -COVER SHEET DIMENSIONS ARE REQUIRED PER THE; = «- '`` CLIENT PHONE # P.2 SITE• PLAN •" "SOLAR PV INSTALLATION GUIDELINE"' .' ,• ° - 530-533-6891 �, P.3 MODULE LAYOUT - PROVIDE RAIL SPLICES AS REQUIRED BY, MANUFACTURE'S GUIDELINES '380 ORGE ANST.` . JURISDICTION: " - i , PA MOUNTING DETAILS ' ' ," • • _ • - PV MODULE CANNOT BE INSTALLED OVER= ' i r CHICO, CA 95928 CITY OF OROVILLE P.5 ELETRICAL SCHEMATIC OR BLOCK ATTIC VENTS, PLUMING VENTS, ,3 FIRE CODEOFFEST'. 1(855)360 -JOIN ' t UTILITY: / P:6 ELETRICAL NOTES f _ FURNACE OR WATER HEATER VENTS ETC. { - LIC # :1021484 PG&E - P.7 STICKER / PLACECARDS e •I. ,I I, I I • I I. ;. f . I I r I 1.' •. - I I ;• I •c , 7777777T J - • i •��,,,� - I I•. I - I I '} x I -,++ r - I .S ,� � ,� dl • V`• il• :r ,� 1 I • .I J• ` I _ .. _ I. - Aro -v • I �M:I • • / I , I 4. • • y - I - __\ � • r. • r l � * • �- � • yi � a• � I - I I I- I ' I I J � Y • YAM t • _ + . � ' • 4'. • ` 4 • • • •, '•' • .I T N ONo. C58724� / * Exp. 3-31-19 * - -- - - —�::.= y-. ...�,.' :;--= �,... _ . .- �.. _.. ... - �-y--. - - - . ...w .�..._,�_ ,-. - - .:. - .. ._- '.•.; _.,� _ • _.. �_"..,,� :, . ;. _. _ .. _ _._..... _. - `PF « 12" WIDE X 18" DEEP GRADE OF C AIEo� 4 `i w _ r x BEAM WITH 245 BARS January 17, 2018 www 'Loyd W.Martin .com k , BOTH TOP AND BOTTOM Solar Structures Engineering. JE - -#2017-3591 Structural Only, YI- -• - 1 ' MODULE PLAN DRILLED FOUNDATION ' '`. MODULE CLAMP PV MODULE (4) CIRCUITS,6F'('14) PV3 SCALE 1 : 10 PIER (TYP) - VERIFY ALL OBSTRUCTIONS IN THE FIELD n t - VERIFY ALL DIMENSIONS IN THE FIELD. 33 LONG BAR CT '� TABLE OF CONTENTS, .'R - - •�� r• WHERE INDICATED ON PLAN MIN. -. �. :w OROVILLE, CA 95966 r. P.1 -COVER SHEET DIMENSIONS ARE REQUIRED PER THE; = «- '`` CLIENT PHONE # P.2 SITE• PLAN •" "SOLAR PV INSTALLATION GUIDELINE"' .' ,• ° - 530-533-6891 �, P.3 MODULE LAYOUT - PROVIDE RAIL SPLICES AS REQUIRED BY, MANUFACTURE'S GUIDELINES '380 ORGE ANST.` . JURISDICTION: " - i , PA MOUNTING DETAILS ' ' ," • • _ • - PV MODULE CANNOT BE INSTALLED OVER= ' i r CHICO, CA 95928 CITY OF OROVILLE P.5 ELETRICAL SCHEMATIC OR BLOCK ATTIC VENTS, PLUMING VENTS, ,3 FIRE CODEOFFEST'. 1(855)360 -JOIN ' t UTILITY: / P:6 ELETRICAL NOTES f _ FURNACE OR WATER HEATER VENTS ETC. { - LIC # :1021484 PG&E - P.7 STICKER / PLACECARDS ..AS BUILT ARRAYS _ , �oQROFESS ONo. C58724 - Exp. 3-31-19 +, Z, - `P�q�F p I V I �P s j r • P, . , . , . 3".. Dia (Sch 40) pipe • OF CALF i %" Arrays /7horizontal pipe beams January 17,'2018 : www.' Loyd W Martin .corn . ' • , ' • Solar Structures Engineering #2017-3591 Structural Only. _ - 200 6,-1 „ _ 7 - • 10'-1" - 9. 9. 3" Dia (Sch 40) pipe - t, ' ` vertical posts r '2'-10" _50 E ` Y `. 3" Dia (Sch 40) pipe 24" diameter x 24" - . • j ' * diagonal bracing on deep concrete pier, - a// bays F'c =. 2500 PSI ` + Pipe Support ty R SUPPORT PER PLANS ... r per Plans + :sitiri?tom •Simpson SET Epoxy with 12" r.. NATURAL GRADE .�+ « 3• SCH 40 cALV. PIPE "" _I embedment. Special FOR POSTS - {— Natural Ground r s `Inspection Required INjai j° �} 24" SQUARE x 24" DEEP 12" wide x 18" deep Concrete 2 LAYERS OF 14 GAUGE ---,,Grade Beams, per Plans O / "C+ONCRETE PIER; F'C = 2500 PSI P - . GALVANIZED STEEL - %OR BETTER , w :3. WELDED WIRE - f ' - - THREADED ROD.W..MACHINE • 24' SQUARE X_ 24,,..DEEP 24°�/ s: _ ! I � �- I. +.: I 4 BOLTS ON BOTH SIDES; EXTEND 2" s + - CONCRETE PIER; FC - 2500 PSI\\ Ia- g• ,'! ' . 4) v MA • A� Y V • ,-•vim • �'• w --. _ _ / .: { FROM PIPE EACH SIDE c:t .. co OR BETTER ^ v ' r •_ ^ u.: •.. • �\ I + Ctti I Y�% _ embedment .. NINE `-min. - - '`^^ ,k•vv,. :.c L = L _ #4 REBAR @ 12"O.C. ...........xt +-�:•��cz �..... CO. ��' EACH WAY � A ;• �. w + - Pad Footungs w/ , , rebar, per Plans w PLAN 24 —�- ' 2-#5 BARS BOTH TOP AND BOTTOM (Connect #5 into existing pads with Simpson SET Epoxy with 12" • embedment. Special Inspection Required for all epoxy TYPICAL FOOTING DETAIL - { ; I injection.) - 1 MODULE PLAN , _ TYPICAL GRADE BEAM TO PAD . r R f -FOOTING CONNECTION DETAIL PV3 SCALE 1 10 - VERIFY ALL OBSTRUCTIONS IN THE FIELD _ 33 LONG BAR CT TABLE OF CONTENTS - VERIFY ALL DIMENSIONS IN THE FIELD. P 4 -WHERE INDICATED ON PLAN MIN. '+ .. ' �• ' - + OROVILLE, CA 95966 P.1. COVER SHEET DIMENSIONS ARE REQUIRED PER THE _ CLIENT PHONE # `� P.2 - 'SITE PLAN ' - "SOLAR PV INSTALLATION GUIDELINE"` - ,! " 530-533-6891 ' - r P.3 MODULE LAYOUT r - PROVIDE RAIL SPLICES AS REQUIRED BY `" *' _ ' r . ; , MANUFACTURE'S GUIDELINES•' t' 380 ORANGE ST `' JURISDICTION: - _ P.4 'MOUNTING DETAILS. - PV MODULE CANNOT BE INSTALLED OVER, ,. " CHICO, CA 95928. j CITY OF OROVILLE - P.5 ELETRICAL SCHEMATIC OR BLOCK ATTIC VENTS, PLUMING VENTS„ r. UTILITY: P.6 ELETRICAL NOTES FU I TER HEATER VENTS ETC. LIC # : ,1021484 `£ � 'PG&E P.7 STICKER / PLACECARDS +. CANTILEVER, NOT t� :' CANTILEVER, NOT PV MODULE, PV MODULE, Y +. �. . >v • �,. - J TO EXCEED 40% OF .: ! "` E -W PIER SPACING TO EXCEED 40% OF TOP CAP,, BY OTHERS - '. BY OTHERS - E -W PIER SPACING- t,;.,. y E -W PIER SPACING RAIL CONNECTOR, XR1000 RAIL XR1000 RAIL s • i IRONRIDGE IRONRIDGE 3.. RAIL / 3" �L CONNECTOR CONNECTOR 3" PIPE 1 IRONRIDGE - r R , - 3': TOP CAP J i. ' • r- r t ' ; 9' - t r r' ^ 3". PIPE 1 , ` C . IRONRIDGE"-- 3" RONRIDGE` , y a ' 3" TOP CAP y r - PIPE FITTINGS DETAIL - �„ 1 PIPE FITTINGS DETAIL •`. �-� •�: sr - -s . .. � - _ a �dl � C 3..=1'-0" . • - ,,- ' 3"=1'-0" %! IRONRIDGE MID CLAMP, • a - '� PV MODULE FRAME 1. IRONRIDGE RAIL - r i o. m m m DETAIL MID CLAMP FRONT? ` 3" CROSS PIPE LENGTH `'PV ARRAY FOUNDATION PIER DETAIL - 6"=''-D" - aco 5 -UP - PV SYSTEM PLAN DETAIL �' " + IRONRIDGE END CLAMP m 9 m v m w w A Scale: 1/2"=1'-0" - i- :q<` PV MODULE FRAME C z o a r N o p y EQ _ Y w i. IRONRIDGE RAIL .. N W M i ------------ s , io C x " •mss` to .13fz 3- SCH 40 GALV. PIPE -0, - • FOR POSTS q • ' Y F • S( (2) LAYERS OF 14 -GAUGE ti + 3" CROSS PIPE 1 .. = 4 t C"}i. GALVANIZED STEEL z' H - DETAIL END CLAMP FRONT ` # • { • ., - [ WELDED WIRE E D _3" PIER PIPE 11 , `r i tsI 24•SQUARE x 24" DEEP ' - - - PV MODULE FRAME Y - - . / - •_ _ _ F _ .,�, � .s.y ....• r __ - ,,.._�= ,-+...,.`P; � .• .- s« � CONCRETE PIER; PC = 2500 PSI .---•..•�- _ ' - r- -� VARIES OR BETTER DIAGONAL BRACING; + ` AS NEEDEDxiIss2. .. : 4" IRONRIDGE MID CLAMP `. • H -_ - _ . � . ENGINEERED u:r�air�xisss�i�3:�xiiiisris�:miii. ® _ - t '- FOUNDATION - I I PLAN VIEW 2'-6" MAX. I .9 EXPOSED f �` • SUPPORT PER PLANS , • E Y t , ABOVE GRADE ` r 4 DETAIL MID CLAMP PLAN B 5 -UP - PV SYSTEM SIDE SECTION _ - - - •'y NATURAL GRADE- ~� _a i f QROFESS/pN Scale: 3/4"=1'-0" - , ! t _IRONRIDGE RAIL PV MODULE FRAME 4�PIPE OR ALLIED MECHANICAL TUBING 8GA'WALL THICKNESS) `, 24 SQUARE x 24" DEEP IRONRIDGE END CLAMP 1 ..1. SCHEDULE 0 ) \ f� Z t CONCRETE PIER; F'C = 2500 PSI m \y �t. , t y� ` OR BETTER - No. C58724 Irr 33 LONG BAR CT N "TABLE OF CONTENTS ;%%`% i f{ r i �I », �'r 5/16" SS THREADED ROD W. MACHINE r 1k Exp. 3-31-19 >k OROVILLE,-CA 95966 P:1 COVER SHEET X24 F� r" ~ BOLTS ON BOTH SIDES; EXTEND 2" �, - s�q C/V ix-, CLIENT PHONE # P. SITE PLAN'` CFROM PIPE EACH SIDE fj - = rF Ca, F \; �• -{— a r y=' DETAIL END CLAMP PLAN OFC l� r . 530=533-6891 s ` P.3 �� " L w! #4 REBAR @ 12" o.c. 6"=r o" MODULE LAYOUT �, .�? EACH WAY 380 ORANGE ST: JURISDICTION: P:4 MOUNTING DETAILS r� • F : ;� January 17, 2018- cHlco,'cA 95928 CITY OF OROVILLE P.5 ELETRICAL SCHEMATIC i-24www. Loyd W Martin .com 1(855)360 -JOIN _ UTILITY: ' • I?:6 ELETRICAL NOTES -` - secTloN vlEw : �.` - . r' , ; < Solar Structures Engineering LIC #: 1021484 - PG&E P.7 STICKER / PLACECARDS`� r #2017-3591 Structural Only APPROVED MANUFACTURER- CANADIAN SOLAR MODEL CS6K-270M ELECTRICAL SPECIFICATIONS 240V RATED POWER OUTPUT @ STC 270 OPEN CIRCUIT VOLTAGE (Voc) 38.2V MAX POWER VOLTAGE (Vmp) 31.3V SHORT CIRCUIT CURRENT (Isc) 9.31A MAX POWER CURRENT (Imp) 8.80A . Voc CORRECTION FACTOR (%/deg C) -0.31% Vmp/Pmp CORRECTION FACTOR -0.41% TO UTILITY GRID U_A_j 120/240V SINGLE PHASE BI-DIRECTIONAL UTILITY METER (N) 65A 2 -POLE BREAKER SHALL BE INSTALLED OPPOSITE MAIN BREAKER kT MAIN RESIDENCE NOT CENTER FED PANEL UNDERGROUND 2" PVC AC CONDUIT (3) #4 CU THWN-2 (1) #8 CU GROUND 90°C WET & DRY ELECTRICAL PANEL (E) 200 AMP 120/240 2 Q� �0. I EATON N 100A AC DISCONNECT CT MOUNTS AND EQUIPMENT ENCLOSURES GROUNDED TO MAIN PANEL GROUND �oQ�t�F��91� No. C58724 * Exp. 3-31-19 \`P�' cIV1� rF OF C AL�F� INVERTER - UL APPROVED MANUFACTURER MODEL ENPHASE IQ6-60-2-U S ELECTRICAL SPECIFICATIONS RATED AC VOLTAGE 240V CEC EFFICIENCY 97.0% MAX POWER OUTPUT @ STC 230W MAX INPUT VOLTAGE 48V MAX INPUT CURRENT 15A MPPT VOLTAGE RANGE 211V -264V MAX OUTPUT CURRENT .96A (N) 50A & 20A 2 -POLE BREAKER SHALL BE INSTALLED OPPOSITE M. EATON 100A AC DISCONNECT EXTERIOR 1 4" SCHEDULE 80 PVC AC CONDUIT (3) #6 CU THWN-2 (1) #8 CU GROUND 90°C WET & DRY January 17, 2018 www. Loyd W Martin .com Solar Structures Engineering #2017-3591 Structural Only BUSBAR RATING: 200A MAIN BREAKER: 150A (DE -RATED) # OF MODULES: 56 SYSTEM SIZE: 15.120 kW (N) 2/4 SUB -PANEL 380 ORANGE ST. CHICO, CA 95928 1(855)360 -JOIN LIC #: 1021484 # OF MODULES IN SERIES (CIRCUIT SIZE) 14 # OF MODULES IN PARALLEL (# CIRCUITS) 4 NUMBER OF MODULES PER INVERTER 1 ARRAY RATED DC POWER OUTPUT @ STC 15.120 kW #6 CU AWG BARE WIRE (TYP) BOUNDING MODULES.& RAILS OR WEEBS BONDING & GROUNDING WASHERS J- BOX UNDER ARRAY SEALED TIGHT NON-FUSED -NEMA TYPE3 MIN. ENVOY S XAM 1-120M COMBINER BOX A EXTERIOR 2" EMT AC CONDUIT (3) #6 CU THWN-2 (1) #8 CU GROUND 90°C WET & DRY 33 LONG BAR CT OROVILLE, CA 95966 CLIENT PHONE # 530-533-6891 JURISDICTION: CITY OF OROVILLE UTILITY: PG&E 14 PANELS- BRANCH CIRCUIT MIGRCHWERMR 01 MICRO14WERTER P2 MIGROI ER2!#1 MICR WERWR R2 TERMINATOR CAPON LAST CABLE CONNECTOR OF AC TRUNK CABLE (TYP) IMICRPlNVERTER.1] MI(:ROJNVERTER.M INVERTER rP.) INVERTER TYP. 14 PANELS- BRANCH CIRCUIT #4 MICRO -INVERTER TRUNK CABLE, 1 PHASE 90°c, 600V, WET/DRY, WITH MICRO -INVERTER PRE-INSTALLED CONNECTORS OPEN AIR CONDUCTORS, NOT IN A CONDUIT BLACK -L1 RED-L2,WITH-NEUTRAL GREEN -GROUND UL1741, UL 746 C,F1, IEC 60529 IP67 (TYP) EXTERIOR 4" EMT AC CONDUIT (3) #6 CU THWN-2 (1) #8 CU GROUND 90°C WET & DRY TABLE OF CONTENTS P.1 COVER SHEET P.2 SITE PLAN P.3 MODULE LAYOUT PA MOUNTING DETAILS P.5 ELETRICAL SCHEMATIC P.6 ELETRICAL NOTES P.7 STICKER/ PLACECARD% - EACH MODULE TO BE GROUNDED USING THE SUPPLIED CONNECTION POINT - THIS SOLAR PHOTOVOLTAIC SYSTEM SHALL BE INSTALLED IN PER MANUFACTURE'S REQUIREMENTS. ALL SOLAR MODULES EQUIPMENT, AND ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN ARTICLE 690 THE METALLIC COMPONENTS ARE TO BE BONDED. IF THE EXISTING OF THE 2016 CEC AND ALL APPLICABLE BUILDING CODES.. P N7 GROUNDING ELECTRODE SYSTEM CAN NOT BE VERIFIED OR IS ONLY METALLIC WATER PIPING, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A - ACCESS TO THE ELECTRICAL WIRE SHALL BE RESTRICTED TO SUPPLEMENTAL GROUNDING ELECTRODE. QUALIFIED PERSONAL ONLY AS REQUIRED BY ARTICLE 690 OF THE 2016 CEC. - ALL PLAGUES AND SINGAGE REQUIRED BY THE LATESTEDITION OF NATIONAL ELECTRICAL CODE. REFER TO SHEET 7 (STICKERS AND PLACECARDS). LABEL THE PHOTOVOLTAIC ARRAY(S) SHALL BE PROVIDED WITH DC SHALL BE METALLIC OR PLASTIC, ENGRAVED OR MACHINED PRINTED IN A GROUND -FAULT PROTECTION. (CEC 690.5) CONTRASTING COLOR TO THE PLAQUE. PLAQUE SHALL BE UV RESISTANT IF EXPOSED TO SUNLIGHT. - ALL CONDUCTORS SHALL BE TYPE 90 DEGREE C RATED. -(CEC 690.318) - DC CONDUCTORS SHALL BE RUN IN EMT AND/OR MC (METAL CALD CABLE) AND SHALL BE LABELED, "CAUTION DC "CIRCUIT" OR EQUIV. EVERY 5 FT. - ALL EXPOSED PHOTOVOLTAIC SYSTEM CONDUCTORS SHALL BE TYPE USE -2 OR PV WIRE. (CEC 690.31 B) - EXPOSED NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH 250.134 OR 250.136 (A) - ALL CONDUCTORS SHALL BE TYPE 90 DEGREE C RATED (CEC 690.318) CONFIRM LINE SIDE VOLTAGE AT ELECTRICAL UTILITY SERVICE PRIOR TO CONNECTING INVERTER. VERIFY SERVICE VOLTAGE IS WITHIN INVERTER -THE INSTALLATION OF EQUIPMENT AND ALL ASSOCIATED WIRING VOLTAGE OPERATIONAL RANGE. AND INTERCONNECTIONS SHALL BE PERFORMED ONLY BY QUALIFIED PERSONS (CEC 690.4) - OUTDOOR EQUIPMENT SHALL BE NEMA -3R RATED OR BETTER - ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT EXPANSION JOINTS. AND ANCHOR CONDUIT RUNS AS REQUIRED PER NEC. - ALL WIRING MUST BE PROPERLY SUPPOTED BY DEVICES OR MECHANICAL �oQ�koFESsioNq� MEANS DESIGNED AND LISTED FOR SUCH USE, AND FOR ROOF -MOUNTED y _ SYSTEMS, WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF OF � No. C58724 THE ROOF SURFACE. NEC 110.2 - 110.4 / 300.4 Exp. 3-31-19 - ALL PV METERS TO BE WITHIN 5 FT OF ANOTHER.��9rFOF/ v \\V- CA\ - PV METERS TO BE INSTALLED CORRECTLY, SUPPLIED FROM THE TOP JAWS. January 17. k 1 ALL ROOF PENETRATIONS MUST BE FLASHED. SIMPLY CAULKING DOES NOT W� Loyd W Martin .com SUFFICE. Solar Structures Engineering. " #2017-3591 Structural Only 33 LONG BAR CT TABLE OF CONTENTS OROVILLE, CA 95966 P.1 COVER SHEET ° CLIENT PHONE # P.2 SITE PLAN 530-533-6891 P.3 MODULE LAYOUT 380 ORANGE ST. JURISDICTION: PA MOUNTING DETAILS CH ICO,_ CA 95928 CITY OF OROVILLE P.5 ELETRICAL SCHEMATIC 1(855)360 -JOIN UTILITY: P.6 ELETRICAL NOTES LIC #: 1021484 PG&E P'.7 STICKER / PLACECARDS 4" • 4" ti 1 F� A PLACED ON OR ADJACENT TO THE - ,, PLACED ON THE INVERTER, OR PLACED KIC NEAR THE GROUND FAULT INDICATOR - FV SOLARI BREAKER WARNING: ELECTRIC SHOCK HAZARD DO N, OITA TOUCH TERMINALS �� AC DISCONNECT_ �``� TERMINALS ON1 BOTH Ti H.' Ef LINE AND LOAD SIDE MY BE ENERGIZED IN THE OPEN P.2 _ SITE.PLAN POSITIOEmiN OPERATING CURRENT AMPS 4" • 4" ti 1 F� A PLACED ON OR ADJACENT TO THE - ,, PLACED ON THE INVERTER, OR PLACED KIC NEAR THE GROUND FAULT INDICATOR kLOCATED•ON THE AC DISCONNECT ' 4.5114 A -AT A VISIBLE LOCATION- 411 OCATION411 .. - PLACED -NEXT TO THE SOLAR BREAKER Pbilt 1 5.7" PLACED ON OR ADJACENT TO THE DISCONNECTING MEANS A LOCATED ON THE DC DISCONNECT r n• i - FV SOLARI BREAKER RAPID SHUTDOWN SWITCH FOR �� AC DISCONNECT_ �``� SOLAR PV SYSTEM kLOCATED•ON THE AC DISCONNECT ' 4.5114 A -AT A VISIBLE LOCATION- 411 OCATION411 .. - PLACED -NEXT TO THE SOLAR BREAKER Pbilt 1 5.7" PLACED ON OR ADJACENT TO THE DISCONNECTING MEANS A LOCATED ON THE DC DISCONNECT r n• i - FV SOLARI BREAKER PHOTOVOLTAIC SYSTEM DO NOT RELOCATE �� AC DISCONNECT_ �``� THIS OVERCURRENT OPERATING VOLTAGE VOLTS P.2 _ SITE.PLAN r OPERATING CURRENT AMPS - CLIENT PHONE # PORTION OF THE INVERTER ,r r+ ROFE$$/Q tis '.k- - '`,95n tz' 211 _ No. _ C58724 - - - • - _ - o , . - - 10 0 0 ' wue� ! 5 Exp. 3-31-19 - ATF OF C January 17, 2018 LOCATED ON MAIN SERVICE PANEL www. Loyd W Martin .com Solar. Structures Engineering NOTE: STICKERS ARE WHITE LETTERS ON RED BACKGROUND #2017-3591, Structural Only ► • _ �� WARNING f�� SOLARI ELECTRIC CIRCUIT BREAKER IS BACKFED - f - FV SOLARI BREAKER TABLE OF CONTENTS DO NOT RELOCATE _ THIS OVERCURRENT DEVICE P.2 _ SITE.PLAN �� WARNING f�� SOLARI ELECTRIC CIRCUIT BREAKER IS BACKFED - f - 33 LONG BAR CT TABLE OF CONTENTS • ri . ` .;. '► _ r - - t _ OROVILLE, CA 95966 " P•1 COVER SHEET P.2 _ SITE.PLAN r - CLIENT PHONE # - „k STICKERS AND PLACECARDS • ' - 530-533-6891 w P.3MODULE LAYOUT' P.4 MOUNTING DETAILS ' 380 ORANGE ST. JURISDICTION: F CHICO, CA 95928 `"' CITY OF OROVILLE ' P.5 ELETRICAL SCHEMATIC _ 1(855)360 -JOIN; F UTILITY: P.6 ELETRICAL NOTES.. LIC # 1021484 �-PG&E P.7 STICKER / PLACECARDS ------------------