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B17-0381 030-110-065
04/05/17 PERMIT It '9407— C) '3& / BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FON U CODE COMPLIANCE _ DATE McPherson Engineering STRUCTURAL CALCULATIONS FOR GROUND MOUNT SOLAR ARRAY AT THE FRAZIER RESIDENCE'/ 1.553 GRAND AVE. OROVILLE, CA 95965 kv McPHERSON ENGINEERING RYAN McPHERSON, P.E. 6169 SUNNY CIRCLE MIRA LOMA, CA 91752 (909) 569-2244 ryan@mcpherson.engineering DATE: 3/31/2017 SOLAR JOB #: S17-91 DESIGN BASED ON THE 2016 C.B.C. k13 -4x7,1017 RC Q GFESStp,�, y1. p,4cp"1111.c > f ` ip C'�80$8 � CIV% �a�P OF CA1�Fa . Page 1 of 8 ©McPherson Engineering McPherson Engineering Ground Mount Solar Array By: R.J.M. PROPERTIES: L,,,,:= 7.511 column to column length of structure Loh := 32in max. length of overhang hcoi := 60in max. height of coIumm 0:= 20deg max. angle of frame tilt GRAVITY LOADING: DLpanel 4psf DL := DLp.V = 4-psf LL := Opsf W:= 20.4psf 04/05/17 Wcol := 8ft column to column width of structure -1p:= 150pcf passive soil pressure q := 1500psf allowable bearing pressure -1... = 150pcf unit weight of reinforced concrete maximum weight of solar modules and rack system total dead load solar modules cannot support live loads wind pressure (see wind calculations) Page 2 of 8 ©McPherson Engineering McPherson Engineering Ground Mount Solar Array By: R.1.M. PIPE BEAM: design per AISC 360-10, Simply Supported BEAM PROPERTIES: Beam = "P2 -STD" trib_w = 6.667 ft Lbm = 7.5 ft A= 1•in2 Z = 0.713 -in 3 1 = 0.627•in4 E = 29000•ksi Fy = 35•ksi w,,If = 3.66•plf BEAM CALCULATIONS: wu := max-trib w•(1.2DL+ W)+ 1.2wsetf,trib_w•(1.4DL)] w„= 172•plf — _ V°:— Wu' Lbm V,, = 646 lb 2 2 w. - Lb. Mu ;= M„ = 1.212 -k-ft 8 CHECK FLEXURE: 4)b:= 0.90 YIELDING: M„ := FyZ M„ = 2080 ft -lb FLANGE LOCAL BUCKLING: Compact section; does not apply WEB LOCAL BUCKLING: Compact section; does not apply M,:= 4-M. M, = 1872 ft -lb M, = 1872 ft- lb > M„ = 1212 ft -lb CHECK SHEAR: 0.90 k,:= 5 web plate buckling coefficient A,,.:= 2h•t A, = 0.7•in2 area of web h 25.862 1.10• k,.• F = 70.8 > = y t V,,:= 0.6•FyAw C, V. = 14616 lb Vc := c¢„• V„ V, = 13154 lb V,= 131541b > V„ = 646 lb USE _ "P2 -STD PIPE BEAM" 04/05/17 nominal flexural strength design flexural strength Flexure = "OK" h 3in t:= 0.116in C,:= 1.0 web shear coefficient nominal shear strength design shear strength Shear = "OK" Page 3 of 8 ©McPherson Engineering McPherson Engineering Ground Mount Solar Array By: R.J.M. APPROX. PERIOD: hmax = 5.971 ft max. height of structure Ct := 0.02 period coefficient per ASCE 7-10 Table 12.8-2 0.75 Tmix := s Ct h max Tmax = 0.076 s approximate fundamental period ft Period = "Short period structure per ASCE 7 Section SEISMIC FACTOR: ASCE 7-10 Seismic Ground Motion Values Non -Building Structure (Section 15.41 Site Class := D Site Class (Section 11.4.2) 1, := 1.0 Seismic Importance Factor SS := 0.594 Short -period Spectral Response Acceleration R:= 2 Response Modification Factor St := 0.261 1 -Sec Period Spectral Response Acceleration p:= 1.0 Redundancy Factor (15.6 Exception) Ca := 2 Deflection Amplification Factor Site Coefficients Fa = 1.325 TABLE 11.4-1 F„ = 1.878 TABLE 11.4-2 SDS := 2 .Fa SS SDS = 0.525 Short Period Design Spectral Acceleration Parameter (Eq. 11.4-3) 3 SDI := 3 .F,.SI SDI = 0.327 1 -Sec Period Design Spectral Acceleration Parameter (Eq. 11.4-4) Seismic Response Coefficient (Section 12.8.1.1) Ie Cyt SDS' _ Cs1 = 0.262 Seismic Response Coefficient (Eq. 12.8-2) R CO := max(0.044•SDS•Ie,0.03) CO = 0.03 Minimum Non -Building Seismic Response Coefficient (Eq. 15.4-1) 0.8•Si•ie CO := CO= 0.104 Minimum Non -Building Seismic Response Coefficient (Eq. 15.4 R C,=0.262 Governing Seismic Response Coefficient St := P -C, Isr = 0.262 seismic load factor 04/05/17 Page 4 of 8 ©McPherson Engineering McPherson Engineering Ground Mount Solar Array By: R.J.M. WIND DESIGN: ASCE 7-10 f := 1 f = 13.091.11z approximate fundamental frequency of structure Tmax Structure = "1s a rigid structure in accordance with ASCE 7-10 Section 26" Wind Loads on Other Structures (ASCE 7-10 Section 26 & 29) RISK CATEGORY 1 STRUCUTRE, LOW RISK TO Exp := C Exposure Category (26.7) HUMAN LIFE IN THE EVENT OF FAILURE V:= 100mph Basic wind speed (Figure 26.5-1C) Kd := 0.85 directionality factor (Table 26.6-1) G = 0.85 Gust effect factor (26.9.1) KZ = 0.85 exposure coefficient (Table 29.3-1) Cf = 1.3 Force Coefficient (Figure 29.5-1) Kt := 1.0 topographic factor (26.8.2) q,:= 0.00256•KZ K,-Kd.V2 qZ = 18.5•psf Velocity Pressure (29.3-1) P:= max(q, G•Cf, 16psf) p = 20.4•psf design wind pressure CHECK LOAD COMBINATIONS: trib a := L,,pl•( 201 + Lt,h I trib a = 50 ft tributary area of each post Wind Loads: ` J Af:= sin(0)-trib a Af = 17.1 ft projected area on each post FW := Al -p Fa. = 350 lb wind load on each post VW := FW VW = 35016 wind shear on post MW:= VWh,o, MW = 1748 11. lb, wind moment on post Puprft := p — 0.9 -DL pnplift = 16.8•psf uplift wind pressure Seismic Loads: F,:= SI-trib_a•DL FS = 521b seismic load on each post VEQ = FS VEQ = 52 lb seismic shear on post MEQ := VEQ.hcal MEQ = 262 ft -lb seismic moment on post Load Combos: LRFD: V„,, := max(VEQ, VW) = 349.51b IShear = "WIND GOVERNS"� Mmax := max(MEQ,Mw) = 1747.6 ft•lb IMoment = "WIND GOVERNS" ASD Alt. Basic Load Combos: (For soil pressure calculations) V,,,:= max VEQ 1.4 J , 0.6V W) Val, = 210 lb Malt := Valf hcol Malt = 1049 ft- lb moment on tall pipe column (at rear) Malt 2 := Valt-2.5ft Mme, 2 = 52413.16 moment on short pipe column (at front) 04/05/17 Page 5 of 8 ©McPherson Engineering McPherson Engineering Ground Mount Solar Array By: RJ.M. STEEL COLUMN: LRFD, AISC 36-10, Inverted Pendulum L:= hco, L = 5 ft Actual Height of Column K:= 2.10 Buckling Length Coefficient (Table C -C2.2) := 0.90 Resitance Factor PDL := trib a -DL = 200 lb PLL := 0 PLL = P„:= 1.4.PDL P" = 280 lb Vertical load on column V.:= VM. V„ = 350 lb Base Shear on column M,,:= mmax M„ = 1748fl. Ib Bending Moment on column due to base shear. Size = "P2 -STD" Steel = "ASTM A53 Grade B" Fy = 35000 -psi Yield strength of Steel E,,i - 29000ksi Modulus of Elasticity of Steel c = 1.19 -in A= 1 -in 2 1,,, = 0.627-in4 r = 0.791 -in S = 0.53-in3 Z = 0.713-in3 2 Enol Service Level Loads: ir Fc := F,= 11280 -psi Elastic Critical Buckling Stress Ma R,L12 (Eq. E3-4) M = 1.4 M = 1248 ft lb r 1 Vu Fy V:= — V = 2501b — 1.4 F e F, a := 0.658 •Fy (Eq. E3-2) F�,. b := 0.877 -Fe (Eq. E3-3) Fer = if (F, >_ 0.44.Fy,F,_a,F, b) Fe. = 9893 -psi Buckling Stress (Chapter E, Section E3) Pc:= 4'Fcr A PC = 8903 lb Design Compressive Stress in Column (Chapter H, Section H1, and Chapter E, Section E3) M,:= mink)-Fy-Z, (�• 1.6•FyS) M, = 1872 -Ib -ft Design Bending Stress on Column (Chapter H, Section H1, and Chapter F, Section F8) Interaction Formula: P Since = = 0.03 Use = "EQH1-lb Per AISC, Chapter H, Section I" Pc For P` >_ 0.2 P" + 8 M. = 0.861 < 1.0 Eq. H1 -1a Casel = "N/A" PC PC 9 MC For Pr < 0.2 P. +M„ = 0.949 < 1.0 Eq. H1 -1b Case2 = "OK" PC 2PC Mo USE = "P2 -STD Steel (Round) Pipe" 04/05/17 Page 6 of 8 ©McPherson Engineering dlcPherson Engineering Ground Mount Solar Array By: R.J.M POLE FOOTING DESIGN: TALL COLUMN FOOTING Footing_Shape := "Round" Square or Round footing P,,,i,, := PDL + PLL P.,, = 200 lb maximum axial loading from above gallow = q gauow = I500•psf allowable soil bearing capacity w = 12 -in W = "diameter of footing" d = 42 -in D = "depth of footing" dig = 0 -in ignore depth of passive pressure q = 1500•psf soil bearing capacity 'yp = 150•pcf passive earth pressure Pmax Arequired:= area of footing required for soil bearing Ballow Aregnimd = 0.13 ft < Apmiaed = 0.785 ft2 Vertical Bearing = "OK" NON CONSTRAINED AT GROUND LEVEL (SEE CBC/IBC 1807.3.2.1) Valt = 210 lb Malt + Valt•dig = 1049 ft. lb Service level base shear and moment b = 12 -in diagonal dimension of footing Malt + Valt-dig h:= h = 5 ft effective height of lateral loading Valtt S 1�_ (2-(P'i)1 S1 = 466.7•psf allowable lateral soil -bearing pressure 3 3 (Per CBC/IBC Table 1806.2) 2.34-V A := A= 15.02 • in St•b 1 drequired := 2 •(1 + 4.36• A + 1 I depth required to resist lateral loading dr,.g„i,. d = 39.7 -in < d = 42 -in IDepth = "OK" USE _ "12in DIA. ROUND x 42in DEEP POLE FOOTING" check uplift: Puplft = trib_a.puplift P„plft = 8421b liskin := 254psf l2 Wftg:= ` 2 17r•d.1conc Wftg = 412 lb Fskn_µ:= w,7T*d*lALskin 0.9• Wftg + Fskn_µ _ 3.706 > 3.0 Puplft UPLIFT = "OK" Fskn_µ = 2749 lb 04/05/17 Page 7 of 8 ©McPherson Engineering McPherson Engineering Ground Mount Solar Array By: R.1.M POLE FOOTING DESIGN: SHORT COLUMN FOOTING Footing_Shape := "Round" Square or Round footing Pmax := PDL + PLL Pmax = 200 lb maximum axial loading from above ganow = q gauow = 1500•psf allowable soil bearing capacity w = 12 -in W = "diameter of footing" d = 36 -in D = "depth of footing" dig = 0 -in ignore depth of passive pressure q = 1500•psf soil bearing capacity ^(p = 150•pcf passive earth pressure P.. Arequired := area of footing required for soil bearing Ballow Arequimd = 0.13 ft2 < Aptmided = 0.785 ft Vertical_ Bearing = "OK" NON CONSTRAINED AT GROUND LEVEL (SEE CBC/IBC 1807.3.2.1) Val, = 210 lb Ma1t_2 + Vali dig = 524 ft -lb Service level base shear and moment b = 12 -in diagonal dimension of footing Malt 2 + Vali d' h h = 2.5 ft effective height of lateral loading `' alt Sl := C2^lp3)• 3 S1 = 400•psf A 11±L A= 17.53 -in Sl•b dregnired := 2 �1 + 4.36• A + 1 drequir,d= 34.3 -in < allowable lateral soil -bearing pressure (Per CBC/IBC Table 1806.2) depth required to resist lateral loading d = 36 -in IDepth = "OK" USE = "12in DIA. ROUND x 36in DEEP POLE FOOTING" check uplift: P„plft = trib_a•papiift Puplft = 842 lb ji kin 250psf 2 Wftg (2)7v.d'7conc Wftg = 353 lb Fskn_,:= w•?r•d•ljskin 0.9• Wftg + Fskn_µ = 3.176 > 3.0 UPLIFT Puplft Fskn µ = 23561b 04/05/17 Page 8 of 8 ©McPherson Engineering RACKING: XR1000 ROOF TYPE: GROUND ATTACHMENT: IRON RIDGE A n r ivIr FEEI IF MI MSP UTIL I ZD 1MODULE MODULE MAKE CANADIAN SOLAR D LOCATION: OVERHEAD/ TOP PROPOSED ARRAY LOCATION GENERAL NOTES 'U, FROM/Tl 125A BUSS, 100A MAIN MODULE MODEL CS6K-280M AREA 17.65 SQ FT. MODULE WEIGHT 40.10 LBS Fn C) o O W BRAND: SQUARED ARRAY ORIENTATION TILT MODULE QTY. AREA INVERTER MAKE & MODEL 1. ALL COMPONENTS ARE UL LISTED AND CEC CERTIFIED, WHERE WARRANTED. 180° 20° 20 60.25 SQ FT SMA 24UVAU- ITY:PG&E 2. THE SOLAR PV SYSTEM WILL BE INSTALLED IN ACCORDANCE WITH ARTICLE 690 OF THE 2016 CEC AND 2016 CBC. 01 0 0 3.00 SQ FT 2 3. WHERE METALLIC CONDUIT CONTAINING DC CONDUCTORS IS USED INSIDE THE BUILDING, IT SHALL BE IDENTIFIED AS 2 01 0° 0 100 SQ. FT. "CAUTION: SOLAR CIRCUIT' EVERY 5FT. 4. A DC DISCONNECTING MEANS SHALL BE INSTALLED AT A READILY ACCESSIBLE LOCATION EITHER OUTSIDE OF THE PROJECTDATA BUILDING OR STRUCTURE OR INSIDE NEAREST POINT OF ENTRANCE OF THE SYSTEM CONDUCTORS AS PER SECTION 690.14 OF THE CEC. PROJECT ADDRESS: 1553 GRAND AVE. OROVILLE, CA. 95965 5. HEIGHT OF THE INTEGRATED AC/DC DISCONNECT SHALL NOT EXCEED l PER NEC CODE 240.24. OWNER: MARILYN FRAZIER 6. A GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH CEC 690.47 AND 250.50 THROUGH 60 AND 250-166 SHALL BE PROVIDED. PER CEC GROUNDING ELECTRODE SYSTEM OF EXISTING BUILDING MAY BE USED AND BONDED TO THE SERVICE 1553 GRAND AVE. ENTRANCE. IF EXISTING SYSTEM IS INACCESSIBLE OR INADEQUATE A SUPPLEMENTAL GROUNDING ELECTRODE WILL BE USED OROVILLE, CA. 95965 AT THE INVERTER LOCATION CONSISTING OF A UL LISTED 8 FT. GROUND ROD WITH ACORN CLAMP, GROUNDING ELECTRODE 530-828-9240 CONDUCTORS SHALL BE NO LESS THAN #8 AWG AND NO LARGER THAN #6 AWG COPPER AND BONDED TO THE EXISTING GROUNDING ELECTRODE TO PROVIDE FOR A COMPLETE SYSTEM. CONTRACTOR: FAMCO 7. PHOTOVOLTAIC MODULES ARE TO BE CONSIDERED NON-COMBUSTIBLE. DYLAN JONES SCL# 873090 8. PHOTOVOLTAIC INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING. MECHANICAL, OR BUILDING ROOF VENTS. 1201 BARRINGTON LANE 703 / THE SMOKE ALARMS SHALL BE INSTALLED OR VERIFY TO ENSURE THE SMOKE ALARMS ALREADY EXISTING WHEN LINCOLN, CA. 95647 PERMIr#----- _ -- 8( [3UTTE COUNTY ALTERATION OR REPAIR TO GROUP R-30CCUPANCY EXCEEDS $1,000 CRC R314.6. 916-792-9911 DEVELOPMENT SERVICES REVIEWED FOR DESIGNER: GILBERT ANTHONY %ODE COMPLIANCE A. ON THE CEILING OR WALLS OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS ANTHONY CONSTRUCTION � DATF_! _BY B. IN EACH ROOM USED FOR SLEEPING PURPOSES, 10185 MILLS RD. VICINITY MAP GRASS VALLEY, CA. 95945 C. IN EACH STORY WITHIN A DWELLING UNIT, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. SCL# 705146 530-274-2949 D. ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL217 AND INSTALLED IN ACCORDANCE WITH THE SCOPE: INSTALL 5.60 GROUND MOUNT SOLAR PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. SYSTEMS AND �„ COMPONENTS SHALL BE CALIFORNIA STATE FIRE MARSHAL LISTED AND APPROVED IN ACCORDANCE WITH CA CODE OF SYSTEM WITH 20 CANADIAN SOLAR REGULATIONS, TITLE 19, DIVISION1 FOR PURPOSE FOR WHICH THEY ARE INSTALLED. CS6K-280M PV MODULES AND SMA SB5.0-1 SP -US -40 240VAC INVERTERS CARBON MONOXIDE ALARMS IF NOT ALREADY EXISTING ARE REQUIRED TO BE INSTALLED WITHIN A DWELLING WHEN THE VALUATION OF AN ADDITION, ALTERATION OR REPAIR TO GROUP R-3 OCCUPANCY EXCEEDS $1,000 CRC R315.2 CARBON MONOXIDE ALARMS ARE REQUIRED AT THE FOLLOWING LOCATIONS: APN: 030110065000 A. ON THE CEILING OR WALLS OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS LOT AREA: 1.06 ACRES = B. ON EACH STORY WITHIN A DWELLING UNIT, INCLUDING BASEMENTS. LIVING AREA: 981 SQFT C. THE CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH THE REQUIREMENTS OF UL 2034. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THIS CODE, THE CURRENT EDITION OF NFPA 720 "STANDARD FOR THE INSTALLATION OF CARBON MONOXIDE (CO) DETECTION AND WARNING EQUIPMENT" AND THE PVSYSTEM SUMMARY PARCEL OUTLINE MANUFACTURER'S INSTALLATION INSTRUCTIONS PER 2016 CRC SECTION R315.3. SYSTEM SIZE: 5.60 KW DC SHEET INDEX CODE REFERENCES AREA OF INSTALLATION: 360.25 SQ. FT. SMA: GENERAL INFORMATION PV -2: SITE PLAN PROJECT TO COMPLY WITH THE FOLLOWING: SOLAR MODULES: ANADIAN SOLAR CS6K-280M PV -3: SOLAR LAYOUT CALIFORNIA CODE OF REGULATIONS, TITLE 24 TOTAL MODULE QTY.: 20 FRAMING PLAN -#4- 2016 CALIFORNIA BUILDING CODE (CBC) I� 65.00 wI- 41 1553 Grand Avenue 2016 CALIFORNIA MECHANICAL CODE (CMC) 39.10" 1MODULE MODULE MAKE CANADIAN SOLAR Z I -'V-5: bINULL LINI= UTAC3KAM PV -6: SIGNAGE SCHEDULE TRENCH: TRENCH DETAIL PART.q- PART.q qI IKAKAAPv Zl UALIt-UKNIA FJLUML3INU UOUL 2016 CALIFORNIA ELECTRICAL CODE (CEC) 2016 CALIFORNIA ENERGY CODE MODULE MODEL CS6K-280M AREA 17.65 SQ FT. MODULE WEIGHT 40.10 LBS INSTALLATION TO COMPLY WITH ARTICLE 690 OF THE 2016 CEC. 1�� f)7 w U Z o o LLI >� Fn C) o O W w�zwvJCD(o�Yori oh�O N�o Q Q LL GENERAL INFOMATION 0 0 a a 0 c) 0V) w W 0 0 4 wlo M01mom DRAWN BY GILBERT ANTHONY INTERNAL CHECK NAME DATE 3/27/2017 SCALE SHEET SMA 1 SITE PL SCALE: 1 "=20' 50 CENT O �I CD 00 FROM RLINE ROAD SMA S135.0-lSP-US-40 240VAC I DISCONNECT NVERTER MAIN PV � 20 PV MODULES FACING 180° AT 200 TILT 278'-5 3/4� — — APPROXIMATELY 120 FT. WIRE RUN BURIED IN 1.50" SCHEDULE 40 PVC CONDUIT (E)MAIN HOUSE (E)SEPTIC SYSTEM & LEACH FIELD NEW 125A 240 VAC MAIN SERVICE PANEL METER 1007766536 276'-8 3/8° (E)MANUFACTURED HOUSE PERMIT BUTTE C01 p Cryo DATE w U Z W >� C�oao wzU� �WY wM> uj Loo —u')� N o Q ry LL SITE PLAN 0 0 a a U C) W W 0 0 DRAWN BY: GILBERT ANTHONY INTERNAL CHECK NAME DATE: 3/27/2017 SCALE: 13/256" = l'-0' SHEET: D0 — m Z z C� rn < N m CD- � _ o -� cu < Z7 m u-1 D > o C) z '. E: -u C7 ci-) < �C Z 0 C/) C/-) FT -1 U) ---] rn n Q O F -r-1 ;U O z N < z z -P C CDz - mc:D C) m m - n D �rnn �y l U- 1 rn r D -- b 11'- 9 1/2)) c ouO r l J � D O C -u< n� m m cn D � O o m � n mc� o C Q O m mn � o o Oz O Cmn O Z -00 X n z m D n =i o o° ° = m z� z c C) = N m o _ O 7rl C � rn cr -p- w N -' m r � z S��NG�o m rn — mZDo� o D rn CD un z ° r7l D O /� k� noo m O m -o D -� U) n� C c m z � z - < --� p�7o CG)oK \ rnMzG) � 0 �► c� U) o C Q r -0o ° � ®m Z 0:13 -Z4 < m m m O O m z 0 z G� m D 71 D m D REV. DATE DESCRIPTION F RAZ I E R RESIDENCE% � ,m w m D Q /##/ DESCRIPTION �, 1553 GRAND AVE. 112 � W D N m _ { o o OROVILLE, CA. 95965 W o �° --�� 5.6 KW DC APN. 030110065000 1201 BARRINGTON LANE, LINCOLN, CA. 95647-PH.(916)792-9911- LIC. #873090 2'-0" T-6" MAX. COL. TO COL. 7-6" MAX. COL. TO COL. 7-6" MAX. BEAM SPAN MAX. LENGTH LENGTH MAY REPEAT OR E FOUNDATION NOTES: GENERAL NOTES: REMOVED AS 1. CONCRETE SHALL BE PLACED AGAINST 1. THIS PLAN WAS DESIGNED IN ACCORDANCE NECESSARY IN LONG UNDISTURBED SOIL OR BUILDING DEPARTMENT W�TH THE 2016 C.B.C. `"PE�� DIRECTION ONLY APPROVED COMPACTED FILL. 2. ALL METHODS OF CONSTRUCTION AND 2. ALL FOOTING STEEL SHALL HAVE 3" MINIMUM MATERIALS SHALL COMPLY WITH THE 2016 C.B.C. 0O CLEARANCE TO EARTH. 3. WRITTEN DIMENSIONS SHALL TAKE N 3. SOIL SHALL HAVE A MINIMUM BEARING VALUE PRECEDENCE OVER DRAWING SCALE. McPHERSON — — --r OF 1,500 P.S.F. OR PER APPROVED 4. THIS PLAN IS NOT INTENDED TO BE APPLICABLE ENGINEERING GEOTECHNICAL RECOMMENDATIONS. FOR NON STRUCTURAL ITEMS INCLUDING BUT RYAN JAMES McPHERSON, P.E. 4. SHOULD UNUSUAL OR UNEXPECTED SOIL NOT LIMITED TO ELECTRICAL, WATERPROOFING, 6169 SUNNY CIRCLE, MIRA LOMA, CA 91752 CONDITIONS BE ENCOUNTERED, A DRAINAGE, OR CONCRETE DECKING ON GRADE. (909) 569-2244 OO GEOTECHNICAL ENGINEER SHOULD BE 5. CONTRACTOR OR OWNER SHALL VERIFY AND IS RYAN®MCPHERSON.ENCINEERING NOTIFIED TO PROVIDE ADDITIONAL ULTIMATELY RESPONSIBLE FOR ALL FIELD OPROJECT LOCATION: u Q RECOMMENDATIONS. CONDITIONS AND DIMENSIONS AT THE JOB SITE. IF THE SITE CONDITIONS CHANGE OR ARE NOT CONCRETE NOTES: AS SHOWN, CONTRACTOR OR OWNER SHALL THE FRAZIER 0 1. ALL CONCRETE SHALL HAVE A MINIMUM CONTACT THE ENGINEER BEFORE RESIDENCE O° COMPRESSIVE STRENGTH OF 2,500 P.S.I. @ 28 CONSTRUCTION. 1553 GRAND AVE. DAYS UNLESS NOTED. 6. NO DEVIATIONS FROM STRUCTURAL DETAILS OROVILLE, CA 95965 2. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. APPROVAL BY DAYS. N 3. CONCRETE AGGREGATES SHALL CONFORM TO THE CITY INSPECTOR/PLAN REVIEWER DOES NOT CONSTITUTE AUTHORITY TO DEVIATE PROJECT DESCRIPTION: ASTM C 33. ' 4. WATER USED IN CONCRETE SHALL BE CLEAN FROM PLANS OR SPECIFICATIONS. 2" SCH 40 GALV. 2" SCH 40 GALV. AND FREE FROM DELETERIOUS SUBSTANCES. 7. OWNER, ARCHITECT OR CONTRACTOR IS GROUND MOUNT ,. 2 PANELS AND PIPE COLS, TYP. PIPE BEAMS, TYP. 5. HYDRATED LIME SHALL CONFORM TO ASTM C RESPONSIBLE FOR REVIEWING AND CHECKING SOLAR ARRAY SUPPORT RAILS PER 12" 0 POLE FOOTINGS, STRUCTURAL PLANS AND DETAILS HEREIN FOR - CONTRACTOR, NOT SEE SECTION FOR 51. TO EXCEED 4.0 P.S.F. 6. CEMENT SHALL BE PORTLAND CEMENT CORRECTNESS OF DESIGN INTENT PRIOR TO SCALE: CONFORMING TO CBC/ IBC CHAP. 19 DIV. II AND SUBMITTING FOR PERMIT, INITIATION OF WORK SHEET DESCRIPTION: PLAN 1 BE TYPE I OR II. OR ORDERING OF MATERIALS. VARIANCES OR N.T.S. 7. NO ADMIXTURES OF ANY KIND ARE ALLOWED ERRORS SHALL BE BROUGHT TO THE ATTENTION NOTES & PLAN SOLAR PANELS & 2" SCH 40 GALV. e WITHOUT APPROVAL FROM THIS OFFICE PRIOR OF THE ENGINEER BEFORE PROCEEDING. SUPPORT RAILS PER PIPE BEAMS TO CONSTRUCTION. 8. THE PLANS AND SPECIFICATIONS REPRESENT 8. SHOULD PROVISIONS FOR SEVERE SULFATE THE COMPLETED STRUCTURE AND DO NOT 82088 CONTRACTOR, NOT 2" SCH 40 GALV. EXPOSURE BE REQUIRED BY THE BUILDING INDICATE THE METHOD OF CONSTRUCTION. THE E.O.R. TO EXCEED 4.0 P.S.F. PIPE COLUMNS CONTRACTOR SHALL SUPERVISE AND DIRECT MAX. WEIGHT AUTHORITY, CONCRETE IN CONTACT WITH llilkj jr) SOIL SHALL HAVE A MINIMUM COMPRESSIVE THE WORK AND SHALL BE SOLELY RESPONSIBLE` IRONRIDGE TEE ,,- x STRENGTH OF 4,500 P.S.I. TYPE V CEMENT, ANDA FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES AND PROCEDURES, INCLUDING, , FITTING, TYP. r, WATER/ CEMENT RATIO OF 0.45. ,�, BUT NOT LIMITED TO BRACING, SHORING, AND X o DESIGN CRITERIA: DEMOLITION.%.3-3 x % • C.B.C. 2016 9. CONTRACTOR TO VERIFY WITH THE ENGINEER1IV , --'` • CONCRETE: 2,500 P.S.I. ANY CHANGES MADE TO THE PROJECT THAT OF Chi-�fl� • STEEL: SCH 40 ASTM A53 GRADE B DEVIATE FROM THIS PLAN PRIOR TO cV • DEAD LOAD: 4 P.S.F. CQNSTRUCTION. • SS: 0.594 • Sl: 0.261 DATE: 3/31/17 E7T SITE CLASS: D SCALE: N.T.S Z(E) NATURAL • S.D.C.: D - ki�Q m Q GRADE • M.L.F.R.S.: CANTILEVER STEEL COL PROJECT #: S17-91 u oT # w w R: 2.0 PERMIBunE couN'I 'DEVELOPMENT SERVICES SHEET #: N a • RISK CATEGORY: I REVIEWED FORr, CODE COMPLIANCE • WIND SPEED: 100 M.P.H. 671-112"O FTG. 12"O FTG. • EXPOSURE CATEGORY: C DATE 7 �! r-/ % 6Y-1 s ----- .■. SECTION SCALE: 2 TYP. NOTES & SPECS SCALE: 3 N.T.S. N.T.S. (1)SMA SB5000 SMA S65.0-1SP-US-40 240VAC INVERTER(#1) 1 STRING Of 10 CS6K-280M PV MODULES 1 STRING OF 10 CS6K-280M PV MODULES 20.83 MAXIMUM AMP OUTPUT RATING @ 240V 20.83 X 1.25 = 26.04 AMPS 30A BREAKER OK 1 STRING OF 10 CS6K-280M PV MODULES PV - 0.75" EMT CONDUIT 4 #10 AWG THHN, THWN-2 1 #8 AWG THHN, THWN-2 GROUND 2 #10 PV WIRE A II it II II SB5000TL-US-22 NEMA 4R INVERTER JBOX II DC DISCONNECT 2 L 2 N II 4 � II 1.50" EMT CONDUIT 1 STRING OF 10 CS6K-280M PV MODULES 3 #8 AWG THHN, THWN-2 1 #8 AWG THHN, THWN-2 GROUND n U (t)INVERTER CALCULATIONS #8 AWG THHN,THWN-2 GROUND 20 CS6K-280M PV MODULES 20 X 280W = 5600 WATTS DC 5600W X .88 POC X .96 INVERTER EFFICIENCY = 4730.88 W AC 4730.88W/240V = 19.71A X 1.25 = 24.64A 30A BREAKER OK PV-1APPROXIMATELY 120 FT ARRAY WIRE RUN BURIED IN 1.50" SCHEDULE 40 i PVC CONDUIT PV+ PG&E NEW 125A MAIN SERVICE PANEL METER NEW MAIN SERVICE BUSS RATING 125A 240VAC MAIN SERVICE CONTINUOUS MAX RATING 125 X 1.2(120%) =150A 150-100(100 RATED MAIN BREAKER)=50 AMPS AVAILABLE FOR SOLAR 30A BREAKER OK SINGLE LINE DIAGRAM SCALE: 1/8" = 1'-0" L2 100A RATEDMAIN BREAKER L, A EXISTING LOADS L, L2 30A 30A 240V 2 -POLE BREAKER L' MAIN PV DISCONNECTS INSTALLED FURTHEST AWAY FROM MAIN BREAKER MPU REQUIRED 125A BUSS 100A MAIN BREAKER PERMIT # BUTTE COUNTY DEVEI-OPMENT SERVICES REVIEWED FOR L/ CODE COMPLIANCE �- DATE % N W U ZLLJ Q ; "ELECTRICAL SERVICE PANEL" TO BE PERMANENTLY MARKED AS FOLLOWS: #1 #2 #3 #4 #5 "TO BE LOCATED ON EXTERIOR OF MAIN ELECTRICAL PANEL" "AC DISCONNECT" TO BE PERMANENTLY MARKED "TO BE LOCATED ON EXTERNAL AC DISCONNECT" "DC DISCONNECT" TO BE PERMANENTLY MARKED AS FOLLOWS: "TO BE LOCATED ON EITHER AN EXTERNAL, OR INVERTER INTEGRATED, LOCKABLE DC DISCONNECT" "TO BE APPLIED TO INSIDE OR OUTSIDE OF MAIN ELECTRICAL PANEL" "TO BE APPLIED TO ALL DC COMBINER BOXES AND, OR JUNCTION BOXES" #6 #7 MP "TO BE APPLIED TO ALL INTERIOR AND, OR EXTERIOR CONDUIT & RACEWAYS EVERY 10 FEET, AT TURNS AND, ABOVE & BELOW ALL PENETRATIONS" "TO BE PLACED INSIDE DC DISCONNECT" ( NEC 690.53) "TO BE PLACED INSIDE DC DISCONNECT" ( NEC 690.17) #9 #10 "TO BE PLACED AT DEDICATED CIRCUIT BRAKER" ( NEC 690.64 (B,4,7) #13 #11 #12 "TO BE PLACED NEAR GROUND FAULT INDICATOR ON INVERTER" ( NEC 690.5C) "TO BE LOCATED AT POINT OF INTERCONNECTION" ARRAY JUNCTION LABEL #5 BOX a"EMT LABEL #6 LABEL #3, #7, DC #8, & #10 DISCONNECT <Lv "TO BE PLACED ON DEADFRONT INSIDE DEDICATED SOLAR LOAD CENTER" "TO BE PLACED INSIDE DC DISCONNECT" ( NEC 690.18) SIGNAGE SCHEDULE UTILITY INTERACTIVE LABEL #11 INVERTER AC LABEL #2 DISCONNECT w U ZLr) >Lo OQ� W Z c) L.L <Lv NC�J� L.L W M�� �� N' In 0 0 9 SIGNAGE I SCHEDULE PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES METER REVIEWED FOR CODE COMPLIANCE DATE BY 0 0 F- a a LABEL #1, #2, w W MAIN #9, & #12 0 SERVICE PANEL W Q o w DRAWN BY: GILBERT ANTHONY INTERNAL CHECK NAME DATE: 3/IRT/2017 SCALE: SHEET: WORLD'SFIRST SECURE POWER MF UPPLY Value -Added Improvements • World's first Secure Power Supply now offers up to 2,000 W • Full grid management capabilities ensure a utility -compliant solution for any market Has I\ I 0,1021's Reduced Labor • New Installation Assistant with direct access via smartphone minimizes time in the field • Integrated disconnect simplifies equipment stocking and speeds installation Unmatched Flexibility • SMA's proprietary OptiTracTM Global Peak technology mitigates shade with ease • Multiple independent MPPTs accommodate hundreds of stringing possibilities Trouble -Free Servicing • Two-part enclosure concept allows for simple, expedited servicing • Enhanced AFCI technology reduces false tripping while improving sensitivity in real arcs SUNNY BOY 3.0 -US / 3.8 -US / 5.0 -US / 6.0 -US / 7.0 -US / 7.7 -US Reduce costs across your entire residential business model The residential PV market is changing rapidly, and we understand that your bottom line matters more than ever. That's why we've designed a superior residential solution that will help you decrease costs throughout all stages of your business operations. The Sunny Boy 3.0-US/3.8-US/5.0-US/6.0-US/70-US/7.7--US join the SMA lineup of field -proven solar technology backed by the world's #1 service team, along with a wealth of improvements. Simple design, improved stocking and ordering, value driven sales support and streamlined installation are just some of the ways that SMA is working to help your business operate more efficiently. Technical data Sunny Boy 3.0 -US 208 V 240 V Input (DQ Sunny Boy 3.8 -US 208 V 240 V Max, usable DC power 3100W 3100 W 3450 W 4000 W Max. DC voltage Rated MPP voltage range MPPT operating voltage range Min. DC voltage / start voltage Max. operating input current per MPPT Max. short circuit current per MPPT Number of MPPT tracker / string per MPPT tracker Output (AC) [E.1L�110TA AC nominal power 3000 W 3000 W Max. AC apparent power 3000 VA 3000 VA Nominal voltage / adjustable 208 V/ • 240 V / • AC voltage range 183 - 229 V 211 - 264 V AC grid frequency Max. output current Power factor (cos (p) Output phases / line connections Harmonics Efficiency Max. efficiency CEG efficiency Protection devices DC disconnect device DC reverse polarity protection Ground fault monitoring / Grid monitoring AC short circuit protection All -pole sensitive residual current monitoring unit (RCMU) Arc fault circuit interrupter (AFCI) Protection class / overvoltage category General data Dimensions (W / H / D) in mm (in) Packaging Dimensions (W / H / D) in mm (in) Weight Packaging weight Operating temperature range Noise emission (typical) Internal power consumption at night Topology Cooling concept Features Secure Power Supply Display (2 x 16 characters) Interfaces: Ethernet / WLAN Sensor module / External WLAN antenna Warranty: 10 / 15 / 20 years Certificates and approvals • Standard features O Optional features - Not availabl Type designation Accessories 14.5 A 12.5 A 97.2% 97.6% 96% 96.5% R 600 V 195-480V 100 - 550 V 100V/ 125V l0A 18A 3330 W 3800 W 3330 VA 3800 VA 208 V/ • 240 V / • 183 - 229 V 211 - 264 V 60 Hz/ 50 Hz 16.0 A 16.0 A 1 1/2 <4% 97.2% 97.5% 96.5 % 96.5% 535 x 730 x 198 (21.1 x 28.5 x 7.8) 600 x 800 x 300 (23.6 x 31.5 x 11.8) 26 kg (57 Ib) 30 kg (66 Ib) - 25°C ...+60°C 39 dB(A) <5W Transformerless Convection Sunny Boy 5.0 -US 208 V 240 V 5150 W 5150 W 220 - 480 V 3/1 5000 W 5000 W 5000 VA 5000 VA 208 V / • 240 V / • 183 - 229 V 211 - 264 V 24.0 A 24.0 A 97.2% 97.5% W 96.5%n 97% U Z Lr) O LLI Q > Lo OLO < co 0: 0 11111 WzU�T- �WYo 0 (0 L0 W O Z LLO NT 0 Q LL • • O/0 •/o/o UL 1741, UL 1998, UL 16996, IEEE1547, FCC Part 15 (Class A & B), CAN/CSA V22.2 107.1-1 Data at nominal conditions NOTE: US inverters ship with gray lids. SB3.0-1 SP -US -40 SB3.8-1 SP -US -40 SB5.0-1 SP -US -40 Sensor module e External WLAN antenna MD.SEN-US-40 EXTANT -US -40 PERMIT # _._-.- BUTTE COUNTY DEVELOPMENT SERVICES a° REVIEWED FOR CODE COMPLIANCE ''ATE� - �'.'y ------..--------------------------------------- -----. - - ----- --J Preliminary efficiency curve SUNNY BOY 6.0 -ISP -US -40 ------ -- - -- 9694 .... a 92 y __ 9()- w 88 Eta (V,; 220 V) Eta V 37 9a 22C dao Eta (V,,. 480 VI V_ tv) 86 ...... I ! i_ 0.0 0.2 0.4 0.6 0.8 1.0 Output power / Rated power SINGLE LINE DIAGRAM 0 0 a a U U U7 U W W 0 0 DRAWN BY: GILBERT ANTHONY INTERNAL CHECK NAME DATE 3/27/2017 SCALE: N.T.S SHEET: INVEF 11111 R. 0 0 1 1PAIS DRAWN BY: GILBERT ANTHONY INTERNAL CHECK NAME DATE 3/27/2017 SCALE: N.T.S SHEET: INVEF 41K, 22!8. a o A Canadian Solar's modules use the latest innovative cell technology, increasing module power output and system reliability, ensured by 15 years of experience in module manufacturing, well -engineered module design, stringent BOM quality testing, an automated manufacturing process and 100% EL testing. { linear power cttputkarrany years \*\ product warranty on materials and workmanship *Black frame product can be provided upon request. , MANAGEMENT SYSTEM CERTIFICATES�..................... ........................ ISO 9001:2008 / Quality management system ISO 14001:2004 / Standards for environmental management system OHSAS 18001:2007 / International standards for occupational health & safety PRODUCT CERTIFICATES* IEC 61215 / IEC 61730: VIDE / CE / MCS /JET / CEC AU / CQC UL 1703 / IEC 61215 performance: CEC listed (US) UL 1703: CSA / IEC 61701 ED2: VIDE / IEC 62716: VIDE / Take -e -way UNI 9177 Reaction to Fire: Class 1 Al SP` C E BBA , �� IGER * As there are different certification requirements in different markets, please contact your local Canadian Solar sales representative for the specific certificates applicable to the products in the region in which the products are to be used. CANADIAN SOLAR INC. is committed to providing high quality solar products, solar system solutions and services to customers around the world. As a leading PV project developer and manufacturer of solar modules with over 15 GW deployed around the world since 2001, Canadian Solar Inc. (NASDAQ: CSIQ) is one of the most bankable solar companies worldwide. ........................................................................................................................................................................................ CANADIAN SOLAR IN, C. 545 Speedvale Avenue West, Guelph, Ontario N1 K 1 E6, Canada, www.canadiansolar.com, support@canadiansolar.com ENGINEERING DRAWING (mm) Rear Vievv Frame Cress Section A -A 35 <c 5.:.14x9 'T Hole � f Mounting Hole ELECTRICAL DATA I STC* CS6R 275 M 280 M 285 M Nominal Max. Power (Pmax) 275W 280 W 285 W Opt......Operatin_g Voltage (Vmp)........_31...3._ KEY FEATURES Max. System Voltage r Excellent module efficiency of Opt. Operating Current (Imp) up to 17.41 % ..._3.1...5._ ........._....._3_1.....7.._V... 8.89 A 8.98 A ........ ...... ......... Open Circuit Voltage (Voc) Cell efficiency of up to 20.0 % 38.5 V 38.6 V _ ........ Short Circuit Current (Isc) ea _._... ._ _. 9.43 A High PTC rating of up to 90.7% 1.5 and cell temperature of 25°C. 35.1 V I 35.4 V Short Circuit Current (Isc) Outstanding low irradiance 7.63 A o performance: 96.5 /o P 7 4, IP67 junction box for long- term weather endurance Heavy snow load up to 5400 Pa, wind load up to 2400 Pa { linear power cttputkarrany years \*\ product warranty on materials and workmanship *Black frame product can be provided upon request. , MANAGEMENT SYSTEM CERTIFICATES�..................... ........................ ISO 9001:2008 / Quality management system ISO 14001:2004 / Standards for environmental management system OHSAS 18001:2007 / International standards for occupational health & safety PRODUCT CERTIFICATES* IEC 61215 / IEC 61730: VIDE / CE / MCS /JET / CEC AU / CQC UL 1703 / IEC 61215 performance: CEC listed (US) UL 1703: CSA / IEC 61701 ED2: VIDE / IEC 62716: VIDE / Take -e -way UNI 9177 Reaction to Fire: Class 1 Al SP` C E BBA , �� IGER * As there are different certification requirements in different markets, please contact your local Canadian Solar sales representative for the specific certificates applicable to the products in the region in which the products are to be used. CANADIAN SOLAR INC. is committed to providing high quality solar products, solar system solutions and services to customers around the world. As a leading PV project developer and manufacturer of solar modules with over 15 GW deployed around the world since 2001, Canadian Solar Inc. (NASDAQ: CSIQ) is one of the most bankable solar companies worldwide. ........................................................................................................................................................................................ CANADIAN SOLAR IN, C. 545 Speedvale Avenue West, Guelph, Ontario N1 K 1 E6, Canada, www.canadiansolar.com, support@canadiansolar.com ENGINEERING DRAWING (mm) Rear Vievv Frame Cress Section A -A 35 <c 5.:.14x9 'T Hole � f Mounting Hole ELECTRICAL DATA I STC* CS6R 275 M 280 M 285 M Nominal Max. Power (Pmax) 275W 280 W 285 W Opt......Operatin_g Voltage (Vmp)........_31...3._ 16.80 % 17.11 % 17.41 % .... _..... ............. .... ___....._......_ -40°C -- +850C Max. System Voltage 1000 V (IEC) or 1000 V (UL) Opt. Operating Current (Imp) ............... 8.80 A ..._3.1...5._ ........._....._3_1.....7.._V... 8.89 A 8.98 A ........ ...... ......... Open Circuit Voltage (Voc) 38.3 V 38.5 V 38.6 V _ ........ Short Circuit Current (Isc) ........ 9.31 A _._... ._ _. 9.43 A ................. 9.51 A Module Efficiency _ . Operating Temperature 16.80 % 17.11 % 17.41 % .... _..... ............. .... ___....._......_ -40°C -- +850C Max. System Voltage 1000 V (IEC) or 1000 V (UL) Module Fire Performance TYPE 1 (UL 1703) or ............................._...................._........................._._.._._............._...._......_..__......_._...__......_._....__...... CLASS C(IEC 61730) _..__ _ ........ Max. Series Fuse Rating 15A Application Classification Class A Power Tolerance ......................................................................................................................................................................................................................................................................................................... 0-+5W * Under Standard Test Conditions (STC) of irradiance of 1000 W/mz, spectrum AM 1.5 and cell temperature of 25°C. 35.1 V ELECTRICAL DATA I NOCT* CS6R 275 M 280 M 2.85 M _........... .. ............ _._ Nominal Max. Power Pmax _....... _ 1 99 W ...__ - 202 W _ _..__._....... 206 W Opt. Operating Voltage (Vmp) 28.5 V 28.7 V 28.9 V ....... Opt. Operating Current (Imp) _...... 6.95 A _....._............................................. 7.04 A 7.12 A Open Circuit Voltage (Voc) 35.1 V 35.3 V 35.4 V Short Circuit Current (Isc) 7.54 A 7.63 A 7.70 A * Under Nominal Operating Cell Temperature (NOCT), irradiance of 800 W/mz spectrum AM 1.5, ambient temperature 20°C, wind speed 1 m/s. PERFORMANCE AT LOW IRRADIANCE Outstanding performance at low irradiance, average relative efficiency of 96.5 %from an irradiance of 1000 W/m2 to 200 W/m2 (AM 1.5, 25°C). The specification and key features described in this datasheet may deviate slightly and are not guaranteed. Due to on-going innovation, research and product enhancement, Canadian Solar Inc, reserves the right to make any adjustment to the information described herein at any time without notice. Please always obtain the most recent version of the datasheet which shall be duly incorporated into the binding contract made by the parties governing all transactions related to the purchase and sale of the products described herein. Caution: For professional use only. The installation and handling of PV modules requires professional skills and should only be performed by qualified professionals. Please read the safety and installation instructions before using the modules. CS61<-28011 / I-V CURVES A Data Cell Type _.__... A Cell Arrangement ................ 60 (6 x 10) ...........................(_...................X.................._X_......................... Dimensions 10 Weight _ .. 18.2 kg (40.1 lbs) 101 3.2 m ..... _._._... .......... ____. Frame Material aluminium alloy 9 . _ -Anodized IP67, 3 diodes NT -0 Q LL 7 7 6 _ __ _... _. 6 g _ 3 ._. 2 2 0 "v 0 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1000 W/m2 5°c 800 W/mz 25°C 600 W/W 45-C 400 W/mz 65°C P 0. Specification Data Cell Type _.__... Mono _crystalline, 6 inch Cell Arrangement ................ 60 (6 x 10) ...........................(_...................X.................._X_......................... Dimensions X... 1650 992 x40 mm 65.0 39.1 .. Weight _ .. 18.2 kg (40.1 lbs) Front Cover 3.2 m ..... _._._... .......... ____. Frame Material aluminium alloy J -Box -Anodized IP67, 3 diodes TEMPERATURE CHARACTERISTICS Specification Temperature Coefficient (Pmax) . ___........_.._..____ -0.41 % / °C ................................................................................................................................................................................................................................................................................................................. Temperature Coefficient Vo -0.31 % 0 Temperature Coefficient (Isc) 0.053 Nominal Operating Cell Temperature ...... __1.__-_._1 I— 45±2 °C PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES : REVIEWED FOR CODE COMPLIANCE DATE BY --- ---- Y-_ _ ............................................................................................................. ....................................................................................»........,............,.»........,....,.............,,...............,.....................,................................................... CANADIAN SOLAR INC. August 2016. All rights reserved, PV Module Product Datasheet V5.52 -EN W U Z W Lr) 00 LU � O QO o WzU �T J Y O J O WLop z NT -0 Q LL SINGLE LINE DIAGRAM 0 0 a a rr � W U C0 a 0 UJ Q o � W of DRAWN BY: GILBERT ANTHONY INTERNAL CHECK NAME DATE: 3/27/2017 SCALE: N.T.S SHEET: PANE RON RI DGE Engineering Design Guide Overview System Overview IronRidge provides a comprehensive platform for designing a wide variety of photovoltaic systems for ground mounting applications. Due to its modular architecture, it can handle nearly all commercially available PV modules and can scale to the largest projects. IronRidge products are engineered to last in the most extreme weather conditions and have been installed in every continent in the world. IronRidge Ground Mounting components are engineered to incorporate locally sourced 2" or 3" schedule 40 pipe or mechanical tubing to provide a sturdy, cost-effective, and highly scalable solution. The Ground Mount product leverages many of the same components as the Ground Mount. Installers already familiar with the XR1000 rail and mounting components will find that the IronRidge Ground Mount offers an extrernely easy -to -install and intuitive experience. Technical Specifications Below is a brief summary of the technical specifications of the IronRidge Ground Mount platform. More detail will be provided in the following pages. If there is additional information you require that is not listed in this Engineering Design Guide, please do not hesitate to contact us at suppor't«{iro{iridge.com. Module Tilt Range EW Pier Spacing NS Pier Spacing Max Wind Speed Module Orientation Wind Exposure Max Ground Snow Load Materials 0 to 45 Degrees Up to 17' Up to 9'-0" 160 Mph (for 7-10) Landscape Category B, C & D 60 psf Aluminum Galvanized Steel ASTM A216 A53 GR B (SCHED 40) Galvanized Mechanical Tubing Stainless Steel Fasteners Warranty Sourced Materials Bracing Elevation Change T -bolts Wire Clips End Caps All Metal Construction 20 Year 2" or 3" Steel Pipe or Tubing Optional Adapts Yes Yes Yes Yes Design Considerations IronRidge engineers have developed a standard layout and configuration that supports most ground mount requirements. The advantage of this standardized design is that it simplifies the design, engineering, quoting and ordering of the necessary components. Our standard configuration includes the following assumptions: • Modules in landscape orientation (portrait orientation available but not price optimized) • 2 rails per column of modules • 11, 14; and 17'rail options - support 3-5 modules N -S • Number of EW columns limited only by thermal expansion constraints • North & South piers set at 9'-0" apart If a non-standard array configuration is desired, please contact IronRidge support. support .( ironridgexorn ( (800) 227-9523 Page 1 2016 v1.53 I RON RI DGE Engineering Design Guide Overview %7U1JZ)L1 ua.Lu1 IU Top Caps Rail Connectors Diagonal Braces Cross Pipe & Piers Connect vertical and cross Attach Rail Assembly to Optional Brace provides Steel pipes or mechanical pipes. horizontal pipes. additional support. tubing as main structure. Rail Assembl XR1000 Rails Top -Down Clamps Under Clamps A :AWN Curved rails increase Secure modules to rails Alternative clamps for pre - spanning capabilities. and substructure. attaching modules to rails. support@ ( ironridge.corr, ( (800) 227-9523 Page 3 Accessories Wire Clips and End Caps provide a finished look. 2016 v1.53 LU U Z Lr) O LLI . co 0 0Qrn U) oQoo WzvT1_ 0-00 Ll_Ji „/ C��O L.LLO Wap z N "o Q SINGLE LINE DIAGRAM ZZ 0 0 Cn U 0 0 DRAWN BY: GILBERT ANTHONY INTERNAL CHECK NAME u" 3/27/2017 SCALE: N.T.S SHEET: UJ Q o w DRAWN BY: GILBERT ANTHONY INTERNAL CHECK NAME u" 3/27/2017 SCALE: N.T.S SHEET: i m i n �� v'a � a v fes` U , , J Jam' k IRON RClass A Fire Rating Frequently Asked Questions g � a What is a "module type"? What attachments and flashings are deemed Background compatible with Class A?J7 The new UL1703 standard introduces the concept of a z �a \ PV module type, based on 4 construction parameters Attachments and their respective flashings are not All roofing products are tested and �� p g and 2 fire performance parameters. The purpose of constituents of the rating at this time. All code -compliant classified for their ability to resist fire. Test Setup this classification is to certify mounting systems without flashing methods are acceptable from a fire rating Solar Modules needing to test it with every module. standpoint. Recently, these fire resistance standards I Solar modules are given a Type were expanded to include solar equipment classification based on their as part of the roof system. Specifically, this materials and construction. What roofing materials are covered? What mounting height is acceptable? requires the modules, mounting hardware € Mounting Systemv All fire rated roofing materials are covered within this UL fire testing was performed with a a of 5" which is I Mounting is tested as part of a g g p gap and roof covering to be tested together as � �� system that includes type -tested certification including composition shingle, clay and considered worst case in the standard. Therefore, the a system to ensure they achieve the same modules and fire -rated roof covering. cement tile, metal, and membrane roofs. rating is applicable to any module to roof gap. fire rating as the original roof covering. Roof Covering Roof covering products are given a W Adoption of these new requirements will Fire Class Rating of A, B or C based l What if I have a Class C roof, but the jurisdiction Am I required to install skirting to meet the fire V q I on their tested fire resistance. now requires Class A or B? code? begin in California in 2015 and extend to Z the rest of the country in 2016.. �w F� . ct� 0 I Generally, older roofs will typically be "grandfathered No, IronRidge achieved a Class A fire rating without any 0 > rn � Burning Brand Test in", and will not require re -roofing. However, if 50% or additional racking components. — Q , CU o more of the roofing material is replaced for the solar I , Q 00 0 installation the code requirement will be enforced. IronRidge Certification v������"` W z - � �\t What determines Fire Classification?al� CD =�(o In August 2014, IronRidge was the first \ \\\�� Where is the new fire rating requirement code listed? Fire Classification refer t i - c� \ � \\\\ �\\ s o a f re resistance rating > company to receive a Class A Fire Rating —yvvvv�y0� ��vOvoffv\�� t' system for roof covering materials ba _ �n WL0O p Y g \�, v���y\�.:. \y�����, v �v��y Y g sed on their ability the highest possible rating—from Intertek °° \\` 0� \\o\ 2012 IBC: 1509.7.2 Fire classification. Rooftop to withstand fire exposure. Ill 0 Q I mounted photovoltaic systems shall have the same fireGroup pIc., a Nationally Recognized Testing I A burning wooden block is placed on module as a fan blows at 12 mph. classification as the roof assembly required b Section Class A - effective against severe fire exposure Laboratory. � Flame cannot be seen on underside of roof Within 90 minutes. y q y g p 1505. Class B -effective against moderate fire exposure LL '�• IronRidge Roof Mount products were tested Class C -effective against tight fire exposure Spread of Flame Test on flat and sloped roofs in accordance with Where is a Class A Fire Rating required? the new UL 1703 & UL 2703 test standards. i What if the roof covering is not Class A rated? tThe general requirement for roofing systems in the IBC The testing evaluated the systems ability to I 14 resist flames read burnin material and refers to a Class C fire rating. Class A or B is required for The IronRidge Class A rating will not diminish the fire p g areas such as Wildland Urban Interface areas (WUI) and rating of the roof, whether Class A, B, or C. structural damage to the roof. „v��,; . y'����v „� �"�����, for very high fire severity areas. Many of these areas are found throughout the western United States. California SINGLE LINE Refer to the table below to determine the has the most Class A and B roof fire rating requirements, What tilts is the tilt mount system fire rated for? DIAGRAM requirements for achieving a Class A Fire Flame at southern edge of roof is aimed up the roof as a fan blows at 12 due to wild fire concerns. Rating on next project. mph. The flame cannot spread 6 feet or more in 10 minutes. The tilt mount system is rated for 1 degrees and up and your any roof to module gap, or mounting height. Are standard mid clamps covered? PERMIT r. , w , ?0th 'd*, -+cc - a".-,... \ . \` r; '\\�•\\ \..w -_. ?x T Z Z . a UTlE COUNTY DEVELOPMENT SERVICES Mid clamps s and end clamps are considered part , F PV "system", and are covered in the certification. REVIEWED FOR Flush'°` Type 1, 2, & 3 Class A CCBF COMPLIANCE U) 0 SteepSlope p I L1T DATE�Y.& /,> t3Y _ - _ _ _ -� -------------- (z 9.5 degrees) IMore t.ft.a. W I Tilt � � ` Type 1 & 2 Class A Q Flush Type 1 2& 3 Class A Low Slope yp Fire Rating Certificate �� Engineering Certification Letters DRAWN BY: Visit our website to download the official UL '' We offer complete engineering resources (< 9.5 degrees). f �\ , p g g GILBERT ANTHONY Tilt Type 1, 2, & 3 Class A 2703 certification document.\ and pre -stamped certification letters. INTERNAL CHECK v�v� t� Iron ldm NAME G - ' — �, v _.._ _ pLnBid ,'.com .... �C to Ir 'Class A rated PV systems can be installed on Class A, B, and C roofs. DATE: 3/27/2017 SCALE: ...:. , .. , z, �,.,< ..::�•., rte.,.. m a. a. ..�. .. . SHEET: , 11 . .. ` FIRE IronRidge 1495 Zephyr Ave Hayward, CA 94544 Starling Madison Lofquist, Inc. (.-ons0ting St.rtictaral 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 3, 2016 Page 1 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, 2016 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, 2015 Edition IronRidge Exhibit EX -0001 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 Allied Mechanical Tubing. Please refer to Exhibit EX -0001 for approved pipe geometry and material properties. 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. There are typically two rails per column. of modules. The modules are clamped to the rails by the IronRidge Module Mounting Clamps as shown in the attached Exhibit. I 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 1 A -F & 2A -F are included herein for reference. More comprehensive information covering all load combinations is available at the IronRidge website, Ii-onRidge.com. Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers IronRidge Mr.David F. Taggart Ground Mounting System — Structural Analysis — 4 Module P 4 June 3, 2016 Page 2 of 51�. Notes: see page 14 W U ZIn 0 0 > Lo US o < (.6 0 00 W Z 0 0. Uj C�JO L0 WL0p z o Q N Q LL SINGLE LINE DIAGRAM DRAWN BY: GILBERT ANTHONY INTERNAL CHECK NAME "' 3/27/2017 SCALE: N.T.S SHEET: LETT Table 1A - KAIAXINIIUM PIER SPACING (in) 2" Unbraced Pipe Frame Snow Slope (deg) Wind Speed & Exposure Category psf 0 5 10 15 20 25 30 35 40 45 100 mph Exposure B p 0 128 128 125 122 116 92 68 57 49 41 10 113 113 112 110 109 92 68 57 49 41 20 96 96 96 95 96 92 68 57 49 41 30 90 90 90 90 91 92 68 57 49 41 40 82 82 82 82 84 86 68 57 49 41 50 75 75 75 76 78 81 68 57 49 41' 60 69 69 :. 69 70 74 . ; 76 68 57 1 49 41 105 mph Exposure B p 0 128 128 120 117 111 84 61 52 44 38 10 113 113 109 108 106 84 61 52 44 38 20 96 96 94 94 94 84 61 52 44 38 30 90 90 88 88 89 84 61 52 44 38 40 82 82 81 81 83 84 1 61 52 44 38 50 75 75," 75 75 77 80 61 52 44 38' 60 --69 69 . 69 70 73 75 61 52 44: 38'... 110 mph Exposure B 0 128 128 116 113 107 76 56 47 40 34 10 113 113 107 105 103 76 56 47 40 34 20 96 96 93 92 92 76 56 47 40 34 30 90 90 87 87 87 76 56 47 40 34 40 82 82 80 80 81 76 56 47 40 34' 50 75 75 75 74 76 76 56 47 40 34: 120 mph Exposure B 0 123 126 108 105 92 64 47 40 34 29 10 110 112 102 100 92 64 47 40 34 29 20 95 96 89 89 88 64 47 40 34 29' 30 89 90 84 84 84 64 47 40 34 29 40 81- 82 78 78 79 64 47 40 34' 29 50 1, 75 75 73 73 74 1 64 47 40 34 29' 130 mph Exposure B 0 115 118 101 98 79 55 40 34 29 25' 10 106 108 97 95 79 55 40 34 .29�_' 25 .: 20 92 93 86 85 79 55 40 34 29 25 30 86 88 82 81 79 55 40 34 29 25 40 80 80 76 75 76 55 40 34 29 25' 50 74 75 71 71., 72 55 40 34 29 '25' 140 mph Exposure B 0 108 111 95 92 68 47 35 29 25 21 10 102 104 93 91 68 47 35 29 25 21' 20 89 90 83 82 68 47 35 29 25 21 30 84 85 79 78 68 47 35 29 25 21 40 78 79 74 73 68 47 35 '29 25 21' 50 73 .:. 73 A9 69 68 47 '35 29 25 21 150 mph Exposure B p 0 102 105 89 86 59 41 1 30 25 22 18' 10 98 100 89 86 59 41 30 25 22 18, 20 87 88 80 79 59 41 30 25 22 18 30 82 83 77 76 59 41 30 25 22 18;. 40 76 77 72 71 59 41 30 25 22 18 160 mph Exposure B p 0 97 100 84 81 52 36 26 22 19 16 10 94 96 84 81 52 36 26 22 19 16' 20 84 85 77 76 52 36 26 22 19 16 30 80 81 74 73 52 36 26 22 9 , 16 40 74 75 70 69 52 36 26 22 19 16 Notes: see page 14 W U ZIn 0 0 > Lo US o < (.6 0 00 W Z 0 0. Uj C�JO L0 WL0p z o Q N Q LL SINGLE LINE DIAGRAM DRAWN BY: GILBERT ANTHONY INTERNAL CHECK NAME "' 3/27/2017 SCALE: N.T.S SHEET: LETT