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CANADIANSOLAR
New Cell Technology with 5 Susbar opOc • er CanadianSolar MAXPOWER CS6U-315 1 320 1 325 1 330P _ Canadian Solar's new MaxPower poly modules use I the latest innovative fi-e busbar cell technology, increasing module power output and system reliability. KEY FEATURES '5 a linear power output warranty years r A` Enhanced reliability with new 5 busbar IIIIII cell technoyo gy 1 10% product warranty o � 'ri`�� years and workmanship Cell efficierzy of up to 18.8 %'...............................................:..................� ..................................... 4 ' MANAGEMENT SYSTEM CERTIFICATES* _ Outstanding low irradiance ISO 9001:2008 / Quality management system + - 4. performance: 96 % ISO/TS 16949:2009 / The automotive industry quality management system ISO 14001:2004 / Standards for environmental management system OHSAS 18001:2007 / International standards for occupational health & safety • r IP67 junctic n box for long-term ta6� weather endurance PRODUCT CERTIFICATES* t IEC 61215 / IEC 61730: VDE / CE UL 1703: CSA / IEC 61701 ED2: VDE / IEC 62716: VDE / Take -e -way - *** Heavy snov, load up to 5400 Pa, • VQ� i® ±' . O wind load t_5p to 2400 Pa ' � o E � SAus ` E �e� ,.;�'� CERT�=•=- As there are different certification requirements indifferent 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 t 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 INC. 2430 Camino Ramon,Suite 240 San Ramon, CA, USA 94583-4385, www.canadiansolar.com, sales.us@canadiansolar.com ENGINEERING DRAWING (mm) Rear View Frame Cross Section A -A Mounting Hole I I A 2-R3.5 2-R4.5 ELECTRICAL DATA / STC* CS6U 315P 320P 325P 330P Nominal Max. Power (Pmax) 315 W 320 W 325 W 330 W Opt. Operating Voltage (Vmp) 36.6 V 36.8 V 37.0 V 37.2 V Opt. Operating Current (Imp) 8.61 A 8.69 A 8.78 A 8.88 A Open Circuit Voltage (Voc) 45.1 V 45.3 V 45.5 V 45.6 V Short Circuit Current (Isc) 9.18 A 9.26 A 9.34 A 9.45 A Module Efficiency 16.20 %16.46 % 16.72% 16.97% Operating Temperature -40*C - +85*C 6.98 A Max. System Voltage 1000 V (IEC) or 1000 V (UL) Module Fire Performance TYPE 1 (UL 1703) or CLASS C (IEC 61730) 41.8 V Max. Series Fuse Rating 15A 7.44 A Application Classification Class A 7.66 A Power Tolerance 0-+5W *Under Standard Test Conditions (STC) of irradiance of 1000 W/m', spectrum AM 1.5 and cell temperature of 25'C. ELECTRICAL DATA / NOCT* Poly -crystalline, 6 inch Cell Arrangement 72 (6X12) Dimensions CS6U 315P 320P 325P 330P Nominal Max. Power (Pmax) 228 W 232 W 236 W 239 W Opt. Operating Voltage (Vmp) 33.4 V 33.6 V 33.7 V 33.9 V Opt. Operating Current (Imp) 6.84 A 6.91 A 6.98 A 7.05 A Open Circuit Voltage (Voc) 41.5 V 41.6 V 41.8 V 41.9 V Short Circuit Current (Isc) 7.44 A 7.50 A 7.57 A 7.66 A * Under Nominal Operating Cell Temperature (NOCT), irradiance of 800 W/m', spectrum AM 1.5, ambient temperature 20°C, wind speed 1 m/s. CS6U-320P / I-V CURVES to 9 8 7 6 5 4 3 2 1 0 5 10 15 20 25 30 35 40 45 10 9 8 7 6 5 4 3 2 1 0 5 10 15 20 25 30 35 40 45 50 ■ 1000 w/m' 5°c ■ ■ BOO W/m' 25°c ■ ■ 600 w/m' 45°C ■ ■ 400 W/m' 651c ■ MECHANICAL DATA Specification Data Cell Type. Poly -crystalline, 6 inch Cell Arrangement 72 (6X12) Dimensions 1960 X992 X40 mm (77.2 x 39.1 x 1.57 in) Weight 22.4 kg (49.4 lbs) Front Cover 3.2 mm tempered glass Frame Material Anodized aluminium alloy J -Box IP67, 3 diodes Cable 4 mm2 (IEC)or 4 mm2 & 12 AWG 1000V (UL), 1160 mm (45.7 in) Connectors T4 (IEC / UL) Per Pallet 26 pieces Per container (40' HQ) 572 pieces TEMPERATURE CHARACTERISTICS Specification Data Temperature Coefficient (Pmax) -0.41 % / *C Temperature Coefficient (Voc) -0.31 % / *C Temperature Coefficient (Isc) 0.053 % / *C Nominal Operating Cell Temperature 45±2 *C PERFORMANCE AT LOW IRRADIANCE PARTNER SECTION .................................... Outstanding performance at low irradiance, average relative efficiency of 96 % 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 desc. ibed 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 cnly be performed by qualified professionals. Please read the safety and installation instructions before using the modules. ............................................................................I .......................... ................................................................................................................................................................................................................................. CANADIAN SOLAR INC. July 2016. All rights reserved, PV Module Product Datasheet V5.51 P1_NA YASKAWA SOLECTRIA SOLAW'RANSFORMERLESS 0" r PV1 PV1 23TL ; t PV1 2 OR PV1 28TL PV13 6TL ~. .•+1. tis , ' . - t . 3 -PH TRANSFORMERLESS STRING INVERTERS '..':.R Yaskawa - Solectria Solar's PVI 14TL, PVI 20TL, PVI 23TL, PVI 28TL, arid PVI 36TL r' are•compact, transformerless three=phase inverters with a dual MPP tracker.'_ These inverters come standard with AC and DC disconnects, user -interactive LCD, and an integrated fused string combiner. Its 'small, lightweight design makes forquick and easy installation and maintenance. These inverters include an enhanced DSP control, comprehensive protection functions; and advanced thermal design enabling highest reliability and uptime. They also come with a standard 10 year warranty with•options for 15 and 20 years. Options include . web -based monitoring, shade cover, DC/AC disconnect covers, DC combiners ; bypass, and roof mount array bracket. COUNTY 63 ON A SING YAS A F(O\ .-i`, 4. - •� fti f + W-3.' • SOLECTRIA.COM c Etous Peak Efficiency 96.6% 97.4% 98.6% 98.5 CEC Efficiency r 96.0% 97.0% t 98.0% Tare Loss �---_,.f._--....4W ..r_�-•-___- _- ..2W Integrated String Combiner ?. 10 fused positions y Fused Positions 8 fused positions (4 positions per MPPT) 15 A (fuse by-pass available) (5 positions per MPPT) 15 or 30 A (30A only for combined inputs) Ambient Temperature Range -13°F to +140°F (-25°C to +60°C) -22°F to +140°F (-30°C to +60°C) Derating occurs over +50 C Derating occurs over +45 C I Storage Temperature Range-221Fto+158 F i-40°Fto+1581F (-30°C to +70 C) j - (-40°C to +70°C) Relative Humidity (non -condensing) 0-95 Operating Altitude - F- 13,123 ft/4,000 m (derating from 6,562 ft/2,000 m) Optional SolrenView Web -based Monitoring Integrated Optional Revenue Grade Monitoring I External External Communication Interface- RS -485 Modbus RTU - - Testing & Certifications Safety Listings & Certifications UL 1741/IEEE 1547, CSA C22.2#107.1, FCC part 15 B _ y j Testing Agency t ETL CSA if Standard - r Optional 10 year 15, 20 year; extended service agreement i dBA (Decibel) Rating < 50 dBA @ 3 m - F AC/DC Disconnect f Standard, fully -integrated _ Dimensions (H x W x D) 41.6 in. x 21.4 in. x 8.5 in. 39.4 in. x 23.6 in. x 9.1 in. (1057 mm x 544 mm x 216 mm) (1001 mm x 600 mm x 232 mm) j Weight t 141 lbs (64 kg) 132 lbs (60 kg) 104 lbs (47.2 kg) T 1121 lbs (55kg) Enclosure Rating Type 4 Type 4X L. Enclsure Finish Polyester powder coated aluminum r YASKAWA SOLECTRIA SOLAR www.solectria.com inverters@solectria.com 978.683.9700 N O C � Mo - Absolute Maximum Open Circuit Voltage 0 j 600 VDC 1 1000 VDC Operating Voltage Range - 1r 180-580 VDC 260.580 VDC t 300.900 VDC 240-950 VDC .. Max Power Input Voltage Range (MPPT) T- 1 300-540 VDC 300.550 VDC , 500.800 VDC ^+ 540.800 VDC MPP Trackers 2 with 4 -fused inputs per tracker` 2 with 5 -fused inputs per tracker o Maximum Operating Input Current 25 A per MPPT (50 A) 35 A per MPPT (70 A) r 25 A per MPPT (50 A) 29 A per MPPT (58 A) 35 A per MPPT (70 A) 5 M - -45 A MPPT r 45.5 A MPPT + - 41 A MPPT ; 48 A MPPT 62.5 A MPPT Maximum Available PV Current (Isc x 1.25) I per per per per per (90 A) (91 A) { (82 A) (96 A) (125 A) _ ! Y t } Maximum PV Power (per MPPT) 9.5 kW 13.5 kW 15.5 kW 19 kW 27 kW t - - -�-- -�-- Strike Voltage... 300V 330V e r Nominal Output Voltage a t 208 VAC, 3 -Ph 480 VAC, 3 -Ph _ r 0 AC Voltage Range (Standard) -12%/+10% Continuous Output Power 14 kW y 20 kW 23 kW 28 kW r- -36 kW o - Maximum Output Current 39 A 25.5 A 27.7 A 33.7 A 43.5 A a ___ _ Maximum Backfeed Current Nominal Output Frequency i -_ _� _ - -- - -- -- ------`__ OA 4 60 Hz Out uFre uenc Range 59.3-60.5wHz (adjustable 55-65 Hz) - -- 57-63 Hz Power Factor r Unity,>0.99 Unity,>0.99 ; Unity, )0.99 (t0.8 adjustable) (t0.9 adjustable) (t0.8 adjustable) - T + A Fault Current Contribution (1 Cycle RMS) 70.4 A 43.3 A 69.6 A t 73.2 A Total Harmonic Distortion (THD) @ Rated Load i <3% i Grid Connection Type _ T 3o+/N/GND (4 -wire) Peak Efficiency 96.6% 97.4% 98.6% 98.5 CEC Efficiency r 96.0% 97.0% t 98.0% Tare Loss �---_,.f._--....4W ..r_�-•-___- _- ..2W Integrated String Combiner ?. 10 fused positions y Fused Positions 8 fused positions (4 positions per MPPT) 15 A (fuse by-pass available) (5 positions per MPPT) 15 or 30 A (30A only for combined inputs) Ambient Temperature Range -13°F to +140°F (-25°C to +60°C) -22°F to +140°F (-30°C to +60°C) Derating occurs over +50 C Derating occurs over +45 C I Storage Temperature Range-221Fto+158 F i-40°Fto+1581F (-30°C to +70 C) j - (-40°C to +70°C) Relative Humidity (non -condensing) 0-95 Operating Altitude - F- 13,123 ft/4,000 m (derating from 6,562 ft/2,000 m) Optional SolrenView Web -based Monitoring Integrated Optional Revenue Grade Monitoring I External External Communication Interface- RS -485 Modbus RTU - - Testing & Certifications Safety Listings & Certifications UL 1741/IEEE 1547, CSA C22.2#107.1, FCC part 15 B _ y j Testing Agency t ETL CSA if Standard - r Optional 10 year 15, 20 year; extended service agreement i dBA (Decibel) Rating < 50 dBA @ 3 m - F AC/DC Disconnect f Standard, fully -integrated _ Dimensions (H x W x D) 41.6 in. x 21.4 in. x 8.5 in. 39.4 in. x 23.6 in. x 9.1 in. (1057 mm x 544 mm x 216 mm) (1001 mm x 600 mm x 232 mm) j Weight t 141 lbs (64 kg) 132 lbs (60 kg) 104 lbs (47.2 kg) T 1121 lbs (55kg) Enclosure Rating Type 4 Type 4X L. Enclsure Finish Polyester powder coated aluminum r YASKAWA SOLECTRIA SOLAR www.solectria.com inverters@solectria.com 978.683.9700 �4 Single Meter Sockets --With Safety Socket Bypasst µ' 100 & 200 Amp Application f' ". `t� •* , Safety socket bypass (test block bypass) under, separate cover o. ' • Receive ANSI C12.10 watthour meters ' • Surface mount' Construction �. 4 • Ring type U NEMAType 3R ~° • ANSI 61 gray E- coat finish E•o • Aluminum snap ring included « Standards , • UL 414 Listed - 117TB (closed) 117TB (open) • ANSI C12.7 • • EUSERC 304 & 305 BUTTE. COUNTY " e Accessories BUILDING ®I ISION ` V • 5th Jaw Kit - 50371 • Bussed Gutters - see page 5�1� ���® • AW Hubs _ Part/UPC Catalog Amp , Service Connections Number Number Rating Jaws - Type Access Bypass Line Load Neutral 78205147005 .114 TB *-_•r •w ' .i 100` i," r .4 ": s '-10/3W OH/UG TB' #14 2/0-a 14`, 2/0 z _:�414 -1 /0 I , 78205147025 115 TB * 100 5 30/3W OH/UG TB #14 - 2/0 14-2/0 #14 -1/0 , 78205147030. „11778*:7-• —7-3 0- 77-77-OG ,r jLTB#14y2/0' 78205159005 124 TB ** 200 -4 10/3W OH/UG TBI #6 - 250 MCM #6 - 250 MCM #6 -1/0 78205159025125TB'":_:: 200` - "5 30/V�/UGM_TB#6O 250MCM"6-50 MMY_#6., '78205159035 127 TB 200 --;-7 X30/4W.._OH/UG. _�' TB #6-250 MCM #6 ,250 MCM = - #6-1/0 Part/UPC Catalog Overall Dimensions. Top Knockout Number Number Height Width Depth Provision Layout 78205147005'__=J11'4TB' : , .r ti..,24"- �'wR,12'.fir: gs/e- 78205147025 115 TB * 24" 12" 45/e" AW Hub Fig. 1 ` 78205147030. 117 TBT2" �"_45/e" `?,� AW�Hub 78205159005 124 TB "' 30" 14" 6" AW Hub Fig. 2 78205159025., ; 125 TB * ,r w.30'Hub�T' Fi 21- +.•:� 7 , 78205159035 127 TB "" 30" 14" 6" AW Hub Fig. 2 T 100 Amp units compliant with EUSERC 304 ' 200 Amp units compliant with EUSERC 305 0 Data subject to change without notice. Consult local utility for area acceptance. All dimensions are in inches. B-Line bv!E_T•I� . 23 Meter Mounting Equipment Single Meter Sockets -'With Safety Socket Bypass k , .' .100 & 200 Amp' x 114TB ' •f - Flush Mount 115 TB - MS20 - Ring Protector \ 117 TB MS28 - Barfiers on both sides of test block' r 124 TB SS'- Stainless Steel t 125 TB { R 127 TB JV , Knockout Layouts / V, C,Y 4 { Data subject to change without notice. Consult local utility for area acceptance. All dimensions are in inches. _ Meter Mounting Equipment ' "1 " B -Line ,. . t r . 24 bv'E_TiiH . , • ♦i V, C,Y 4 { Data subject to change without notice. Consult local utility for area acceptance. All dimensions are in inches. _ Meter Mounting Equipment ' "1 " B -Line ,. . t r . 24 bv'E_TiiH . , LABELING - TYPE, INFO & LOCATION • _ _ - � / a .: ' ice+ ... 'y, -. , S DC CIRCUIT WARN_ ING LABEL (CENTRAL INVERTERS r . i MOUNT ON INVERTER WHITE TEXT/RED BACKGROUND ENGRAVED PLACARD 3/16"/13.SptLETTERING millwonEmamcgic• • ' ' • • • ' I•' 1 31.912 L� 'POINT.OF INTERCONNECTION -AC WARNING LABEL i:�` °. :< . J6 . 7 MOUNT ON MAIN SERVICE PANEL OR SUBPANEL ` i ' • ` WHITE TEXT/RED BACKGROUND ENGRAVED PLACARD j �• , 3/16"/iBpt LETTERING au Z� k co App..e�Wo °001 �A�°® Rb Al ` n I `:•Z N.-"'Vl P 'SUBPANEL POINT' OF INTERCONNECTION.LABEL;? ^i •� ' 4 MOUNT ON MAIN SERVICE PANEL' 't 'A ' • ' WHITE TEXT/RED BACKGROUND ENGRAVED PLACARD n 3/16"/13.Spt LETTERING • f - R i t, au Z� k co App..e�Wo °001 �A�°® Rb Al ` n I `:•Z N.-"'Vl P 'SUBPANEL POINT' OF INTERCONNECTION.LABEL;? ^i •� ' 4 MOUNT ON MAIN SERVICE PANEL' 't 'A ' • ' WHITE TEXT/RED BACKGROUND ENGRAVED PLACARD n 3/16"/13.Spt LETTERING • f - fi•���!' _CAUTIONS: SOLAR CIRCUIT,WA_RNING- { AFFIX TO CONDUIT @ ENDS & 10' INTERVALS + r WHITE TEXT/RED BACKGROUND - REFLECTIVE STICKER i r• 7 7/16" / 31.Spt LETTERING R i fi•���!' _CAUTIONS: SOLAR CIRCUIT,WA_RNING- { AFFIX TO CONDUIT @ ENDS & 10' INTERVALS + r WHITE TEXT/RED BACKGROUND - REFLECTIVE STICKER i r• 7 7/16" / 31.Spt LETTERING R 1. •r •4 , f' 4 d ' t Y + '�, a r • �• `11+\. ._ �' ' � ' `w` :�!." � iy�,"�. '_ ' RAPID SHU7D01NN'CABEL ����.• * ,�.:',��g,•. s.•.. r• • . - � ,• , . r - r MOUNT ON MAIN SERVICE PANEL • . f • t • '�", . �• �; ' � . `•• ,y WHITE TEXT/RED.BACKGROUND -REFLECTIVE STICKER . '. LETTERINGµ • a ' i �j • ii `+' l _. :.3/16"/18pt 1. •r •4 , f' ' t Y + '�, a r • �• `11+\. ._ 1. •4 , f' �••, :r• . , • • • , • • / ' ' , !� , = yam. • ♦ '' • • • r . • - ' i t' pit• V .f .., PZ structural, ENGINEERS� October 2,'2017 Rapid Rack 1010 Winding Creek: Rd; Ste 100 Roseville, CA 95678 PERMIT BUTTE COUNTY DEVELOPMENT SERVICES* Attn.: To Whom It May Concern RE IEWED FOR C0C)F'd0MPUANCE- DATE Re: PZSE Job no. 2017-05002: Thorpe The following Structural Engineering calculations are for the design of racking;system and foundation design for the grount mount PV racking system located at 3296 Durham-DaVton Hwy; Durham.,.CA-95938. If you have any questions on the above project, please do not hesitate ,to. call. Prepared By: _,)I �E SS'0 PZSE, Inc. Structural Engineers ET, Roseville, CA UJ 09 ( rn No. 53878 Exp. 3-31-19 C P'0 0 1139-Z304-3.2' Sof,a'Iji�G(3-7- 'I\'- 8150 Sierra. College Boulevard, Suite 150, Roseville, CA 95661. T 916.961.3960 F 916.9613965 - W,' WwW.PZSe.Corn Experience I Integrity I Empowerment TABLE OF CONTENTS Design Criteria System Information Racking Layout Information Dimension and Loading Parameters Wind Design Load Calculations Seismic Design Load Calculations Loading Summary Post/Pile Design Rail Loading Rail Loading Summary Insertion Rail Design Base Rail Design Longitudinal Analysis Pier Footing Design Project: Thorpe Job #: 2017-05002 Date: 10/2/2017 Engineer: NR 3 3 3 4 5 6 7 9 11 12 13 15 17 18 Project: Thorpe Job #: 2017-05002 Date: 10/2/2017 Engineer: NR All attached structural calculations are based on loading requirements provided by Rapid Racks and the design criteria listed below. DESIGN CRITERIA: Building Code 2015 IBC/ASCE 7-10 Risk Category I Wind Speed 100 mph Exposure Category C Ground Snow Load .0 psf SYSTEM INFORMATION: (Approx.) Panel Type Canadian Solar CS6U-340M Total # of Panel 110 Panel Weight 49.4 lbs Panel Dimension (L x W x D) 1960.88 mm x 993.14 mm x 40 mm 77.2 in x 39.1 in x 1.58 in Panel Orientation Portrait Tilt Angle 20.0 ° Panel Layout Rows 2 Columns 55 RACKING LAYOUT INFORMATION: Bay Spacing along East-West 12.33 ft (Approx.) Distance Between Front -Rear Post 8.17 ft Insertion Rail - XL 40mm Insertion Rail Length 183.06 ft (Approx.) Insertion Rail Cantilever 5.20 ft (Approx.) C-Post/Pile - C5x3 Front Post Height (Approx.) 2.07 ft Rear Post Height (Approx.) 5.04 ft Base Rail - XL Base Rail Base Rail Length 13.46 ft Base Rail Cantilever Length (Max.) 2.38 ft DIMENSION AND LOADING PARAMETERS: .Array Configuration: Portrait Total Number of Panels in an Array Panel Width Panel Length Total Number of Bays Dimensions: Dist. Between Front and Rear Post C -C Bay Spacing along East-West PV Array Total Length PV Array Width PV Panel Weight and Rails Tilt Angle Height of Front Post Height of Rear Post Array Height Above Ground Wind Loading Parameters: Exposure Category Basic Wind Speed (Ult) Importance Factor Seismic Loading Parameters: Risk Category Mapped Acceleration Parameter Mapped Acceleration Parameter Site Classification Short -Period Site Coefficient Long -Period Site Coefficient Importance Factor Design Spectral Acceleration Parameter Design Spectral Acceleration Parameter Project: Thorpe Job #: 2017-05002 Date: 10/2/2017 Engineer: NR Fixed at Base Assumption PT PW PL PB D L LT W WDL 0 H1 Hz. z V I" SS 51 Fa F„ le SDS SD1 110 3.26 ft 6.43 ft 14 8.17 ft 12.33 ft 183.1 ft 13.46 ft 3.00 psf 20.0 deg 2.07 ft 5.04 ft 3.55 ft C 100 mph (Figure 26.5-1) 1.00 (Table 1.5-2) I (Table -1.5-1) 0.616 g (11.4.3) 0.275 g (11.4.3) D (11.4.2, Table 20.3-1) 1.307 (Table 11.4-1/USGS Maps) 1.851 (Table 11.4-2/USGS Maps) 1.00 (Table 1.5-2) 0.537 g (11.4.4) 0.339 g (11.4.4) Snow Loading Parameters: Ground Snow Load pg 0 psf (Figure 7=1) Cold Roof Slope Factor CS 1.00 (Figure 7-2c) Exposure Factor Ce 0.9 (Table 7-2) Thermal Factor (Unheated and Open air structures) Ct 1.2 (Table 7-3) Importance Factor IS 0.8 (Table 1.5-2) Flat Roof Snow Load (less than 5 deg slope) Pf 0.0 psf (Eqn: 7.3-1) Roof Snow Load ps 0.0 psf (Eqn. 7.4-1) PZH WIND DESIGN LOAD CALCULATION: WIND DIRECTION 8=180° Adjustment Factor for Height and Exposure Category Topographic Factor (assumed to be level ground) Directionality Factor Wind Load qh = 0.00256KzKztKd (V*V) I MWFRS - Open Buildings with Monoslope Free Roofs: Velocity Pressure Evaluated at Mean Height, h Gust Effect Factor (Rigid building or other structure) Net Pressure Coefficient Project: Thorpe Job #: 2017-05002 Date: 10/2/2017 Engineer: NR Y L X WIND DIRECTION KZ 0.85 (Table 27.3-1) K,t 1.00 (26.8.2) Kd 0.85 (Table 26.6-1) qh 18.47 psf (Eqn. 27.3-1) qh 18.47 psf 24.6 27.2 -12.6 G 0.85 (26.9.1) CN *see table below (Figure 27.4-4) 28.9 79.4 -36.8 -101.2 (Figure 27.4-7) Load Case Wind Direction, Y=0 Wind Direction, Y=180 Wind Direction, Y=90 CNW CNL CNW CNL CN A -1.3 -1.5 1.6 1.7 -0.8 B -2.2 -0.2 2.1 0.7 0.8 Design Pres ?: p = ghGCN (psf) Minimum Wind (Eqn. 27 Load Wind Direction, Y=0 Wind Direction, Y=180 Y=90 Minimum Wind Case Windward Leeward Windward Leeward - Uplift Gravit A -20.4 -23.6 24.6 27.2 -12.6 -16.0 16.0 B -35.1 -3.1 32.4 10.5 12.6 -16.0 16.0 Note: 1. CNW & CNL denote net pressures (top & bottom surfaces) for windward & leeward half of panel surfaces, respectively. 2. Plus and minus signs signify pressures acting towards and away from the top PV panel surface, respectively. 3. The minimum design wind pressure shall not be less than 10 psf for ASD loads and 16 psf for LRFD loads. Resultant Forces, D (plf): Post Wind Direction, Y=0 Wind Direction, Y=180 Wind Direction, Y=90 Minimum Wind Case A Case B Case A Case B Case A Case B Uplift Gravtiy Rear (plf) -137.4 -158.5 -236.0 183.1 -21.1 165.5 70.4 -84.5 218.4 -84.5 84.5 84.5 -107.7 -107.7 107.7 107.7 Front (plf) Resultant Component Forces: Force adiusted to anele of PV Panel Notes: 1. x-dir forces signify component forces are parallel to panel, y-dir forces signify component forces are perpendicular to panel. 2. Plus and minus signs signify pressures acting towards and away from the top PV panel surface, respectively. ' r Direction Wind Direction, Y=0 Wind Direction, Y=180 Wind Direction, Y=90 Minimum Wind Case A Case B Case A Case B Case A Case B Uplift Gravity Rear (plf) 1 (x-axis) -47.0 -129.1 -80.7 -221.7 62.6 172.1 24.1 66.2 -28.9 -79.4 28.9 79.4 -36.8 -101.2 36.8 101.2 2 (y-axis) Front (plf) 3 (x-axis) -54.2 -148.9 -7.2 -19.9 56.6 155.5 74.7 205.2 -28.9 -79.4 28.9 79.4 -36.8 -101.2 36.8 1 101.2 4 (y-axis) Notes: 1. x-dir forces signify component forces are parallel to panel, y-dir forces signify component forces are perpendicular to panel. 2. Plus and minus signs signify pressures acting towards and away from the top PV panel surface, respectively. ' r 07H SEISMIC DESIGN LOAD CALCULATION: Risk Category Importance Factor Mapped Acceleration Parameter Mapped Acceleration Parameter Site Classification Short -Period Site Coefficient Long -Period Site Coefficient Design Spectral Acceleration Parameter Design Spectral Acceleration Parameter Short Period Seismic Design Category, 0.2 sec Short Period Seismic Design Category, 1.0 sec Seismic Response Coefficient Dead Load of Structure Snow Load Total Weight of Structure Total Seismic Force in Horizontal Direction Total Seismic Force in Vertical Direction Seismic Force in Horiz. Direction -Insertion Rail Seismic Force in Horiz. Direction - Base Rail Project: Thorpe Job #: 2017-05002 Date: 10/2/2017 Engineer: NR I (Table 1.5-1) le 1.00 (Table 1.5-2) Ss 0.616 g (11.4.3) Sl 0.275 g (11.4.3) D (11.4.2, Table 20.3-1) Fa 1.307 g (Table 11.4-1/USGS Maps) F„ 1.851 g (Table 11.4-2/USGS Maps) SDs 0.537 g (11.4.4) SDl 0.339 g (11.4.4) D (Table 11.6-1) D (Table 11.6-2) CS 0.161 (Eqn. 15.4-5) WDL 6945.4 lbs Ws 0.0 lbs (12.7.2) WT 6945.4 lbs VH 1118.4 lbs (Eqn. 12.8-1) VH 0.5 psf Vv 745.6 lbs (Eqn. 12.4-4) Vv 0.3 psf VRail 1.5 plf Vbase Rail 5.9 plf 1 E LOADING SUMMARY: Project: Thorpe Job #: 2017-05002 Date: 10/2/2017 Engineer: NR Y LX ASD Load Combination (2.4.1, ASCE 7-10) (3) D + (Lr or S or R) WIND DIRECTION-rl WIND DIRECTION (5) D + (0.6W or 0.7E) (6) D + 0:75(0.6W or 0.7E) + 0.75L + 0.75(Lr or S or R). (7) 0.6D+ 0.6W * Loading based on distributed loads acting along E -W Member Design Load, P (plf) Y=O, Case A Direction Dead Snow Wind (3) (5) (6) (7) (3) (5) (6) (7) x-axis x-axis y-axis -20.2 1 -20.2 -47.0 0.0 -28.2 -21.1 -28.2 Rear Post 0.0 -48.4 -36.3 -48.4 -20.2 112.9 79.6 120.9 Front Post x-axis y-axis 0.0 -4.3 -3.3 -4.3 y-axis -20.2 0.0 129.1 -20.2 57.3 37.9 65.3 -54.2 1 0.0 -32.5 -24.4 -32.5 x-axis Front Post y-axis 1 -20.2 1 0.0 1 148.9 1 -20.2 1 69.2 46.8 77.2 Y=O, Case B Direction Dead Snow Wind (3) (5) (6) (7) Rear Post x-axis y-axis -20.2 1 -20.2 0.0 1 0.0 -80.7 221.7 -7.2 1 19.9 0.0 -48.4 -36.3 -48.4 -20.2 112.9 79.6 120.9 Front Post x-axis y-axis 0.0 -4.3 -3.3 -4.3 1 -20.2 1 -8.3 1 -11.3 1 -0.2 Y=180, Case A Direction Dead Snow Wind (3) (5) (6) (7) Rear Post x-axis -20.2 1 -20.2 24.1 0.0 -66.2 74.7 1 0.0 1 -205.2 62.6 0.0 37.6 28.2 37.6 Rear Post Front Post x-axis y-axis 0.0 44.8 33.6 44.8 1 -20.2 1 -143.3 1 -112.5 1 -135.2 0.0 17.3 13.0 17.3 y-axis -20.2 0.0 -172.1 -20.2 -123.4 -97.6 -115.4 56.6 0.0 34.0 25.5 34.0 x-axis Front Post y-axis -20.2 0.0 -155.5 -20.2 -113.5 -90.2 -105.4 Y=180, Case B Direction Dead Snow Wind (3) (5) (6) (7) Rear Post x-axis y-axis -20.2 1 -20.2 24.1 0.0 -66.2 74.7 1 0.0 1 -205.2 0.0 14.5 10.8 14.5 -20.2 -59.9 -50.0 -51.8 Front Post x-axis y-axis 0.0 44.8 33.6 44.8 1 -20.2 1 -143.3 1 -112.5 1 -135.2 Y=90, Case A Direction Dead Snow Wind (3) (5) (6) (7) Rear Post x-axis y-axis -20.2 1 -20.2 -28.9 0.0 79.4 -28.9 1 0.0 79.4 0.0 -17.3 -13.0 -17.3 -20.2 27.5 15.6 35.5 Front Post x-axis y-axis 0.0 -17.3 -13.0 -17.3 1 -20.2 1 27.5 1 15.6 1 35.5 Y=90, Case B Direction Dead Snow Wind (3) (5) (6) (7) Rear Post x-axis y-axis -20.2 1 -20.2 0.0 1 0.0 28.9 -79.4 28.9 1 -79.4 0.0 17.3 13.0 17.3 -20.2 -67.8 -55.9 -59.8 Front Post x-axis y-axis 0.0 17.3 13.0 17.3 1 -20.2 1 -67.8 1 -55.9 1 -59.8 TISEE Project: Thorpe Job #: 2017-05002 Date: 10/2/2017 Engineer: NR Min. Uplift Direction Dead Snow Wind (3) (5) (6) (7) (3) (5) (6) (7) x-axis x-axis y-axis -20.2 1 -20.2 -36.8 0.0 -22.1 -16.6 -22.1 Rear Post 0.0 22.1 16.6 22.1 -20.2 -80.9 -65.7 -72.8 ' Front Post x-axis y-axis 0.0 22.1 16.6 22.1 y-axis -20.2 0.0 101.2 -20.2 40.5 25.3 48.6. -36.8 0.0 -22.1 -16.6 -22.1 x-axis Front Post y-axis 1 -20.2 1 0.0 1 101.2 -20.2 1 40.5 1 25.3 1 48.6 Min. Gravity Direction Dead Snow Wind (3) (5) (6) (7) Rear Post x-axis y-axis -20.2 1 -20.2 0.0 1 0.0 36.8 -101.2 36.8 1 -101.2 0.0 22.1 16.6 22.1 -20.2 -80.9 -65.7 -72.8 ' Front Post x-axis y-axis 0.0 22.1 16.6 22.1 -20.2 1 -80.9 -65.7 -72.8 Seismic (+E) Direction Dead Snow Seismic (3) (5) (6) (7)' Rear Post x-axis y-axis -20.2 1 -20.2 0.0 1 0.0 3.2 3.2 1 0.0 2.2 1:7 0.0 -20.2 -20.2 -20.2 -12.1 Front Post x=axis y-axis 0.0 2.2 1.7 0.0 -20.2, -20.2 1 -20.2 1 -12.1 Seismic (-E) Direction Dead Snow Seismic (3) (5) (6) (7) . Rear Post x-axis y-axis -20.2 1 -20.2 0.0 1 0.0 -3.2 -3.2 1 0.0 -2.2 -1.7 0.0 -20.2 -20.2 -20.2 -12.1 Front Post x-axis y-axis 0.0 -2.2 -1.7 0.0 1 -20.2 1 -20.2 1 -20.2 -12.1 r • 1 (^ 1. THIS SYSTEM IS GRID-INTERTIED VIA (2) UL -LISTED POWER CONDITIONING v , INVERTERS - SOLECTRIA PVI-20TL-480 (480 VAC) W/INTEGRATED GROUND Uj 2. THIS SYSTEM HAS NO UPS, NO BATTERIES 3. THIS IS A GROUND MOUNTED SYSTEM 4. GROUND MOUNTED IS TWO ARRAYS OF 55 PANELS EACH, WITH 3" PIPE INGROUND 05. LABELING DETAIL ON ATTACHED SHEET 6. NO SEPTIC OR STRUCTURES LOCATED ON PARCEL. Z 7. ALL DIMENSIONS AND DISTANCES ARE APPROXIMATE Site Plan Drawn By: David W Client : Matt Thorpe. Address: Dur -Dayton Hwy .4MI N/ - Date: 08/24/2017 -Troxel Rd .1M Troxel Rd .1M E/ Durham, CA 95928 Scale - NTS 37.4kW DC Photovoltaic System (110 Canadian Solar CS6U-340M) Rev. Date Description 1328' 10' vegetation-free perimeter 187' (northern array to property line) Solar Array Solar sub panel Disconnect . Meter` # PER _ 01T O .t.�, nEVELOPMENT SERVICES 6UTCE C©lJN... _ RSVIEVVED FOR'_ CODE COMPLIANCE fit- --- --_BY= - 2-� 7 DA E_. r o J JZC C1,63,c�. C_�c� C, / �e If . -417-2363 039-230-1.32. , (^ 1. THIS SYSTEM IS GRID-INTERTIED VIA (2) UL -LISTED POWER CONDITIONING v , INVERTERS - SOLECTRIA PVI-20TL-480 (480 VAC) W/INTEGRATED GROUND Uj 2. THIS SYSTEM HAS NO UPS, NO BATTERIES 3. THIS IS A GROUND MOUNTED SYSTEM 4. GROUND MOUNTED IS TWO ARRAYS OF 55 PANELS EACH, WITH 3" PIPE INGROUND 05. LABELING DETAIL ON ATTACHED SHEET 6. NO SEPTIC OR STRUCTURES LOCATED ON PARCEL. Z 7. ALL DIMENSIONS AND DISTANCES ARE APPROXIMATE Site Plan Drawn By: David W Client : Matt Thorpe. Address: Dur -Dayton Hwy .4MI N/ - Date: 08/24/2017 -Troxel Rd .1M Troxel Rd .1M E/ Durham, CA 95928 Scale - NTS 37.4kW DC Photovoltaic System (110 Canadian Solar CS6U-340M) Rev. Date Description (18.70kW, 5 strings, 11 panels/string) Canadian Solar CS6U-340M i PV Sub Array #1 Inverter Solectria PVI-20TL-480 Inverter Pmax = 20000 watts, Imax = 25.5A, 480(VAC) 000 r-- (18.7OkW, 5 strings, 11 panels/string) Inverter Canadian Solar CS6U-340M Solectria PVI-20TL-480 Inverter Pmax = 20000 watts, PV Sub Array #2 Imax = 25.5A, 480(VAC) 1. THE PV SOURCE CIRCUIT IS NEGATIVELY GROUNDED W2. WIRE AND SIZES ARE AS INDICATED OR LARGER. 3. ALL EQUIPMENT IS BONDED BY CU WIRE & UNIRAC INTERGRATED GROUNDING 4. THE ELECTRIC SERVICE PANEL WILL BE CLEARLY LABELED AS FOLLOWS: O 'THIS PANEL IS FED BY THREE SOURCES: SOLAR PHOTOVOLTAIC SYSTEM ON PREMISES" "WARNING: ELECTRIC SHOCK HAZARD. DO NOT TOUCH Z TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. " Circuit 1 Icont = 31.88 A, 480 VAC (3) #8 THWN-2 (1) 1/C #10 Grid Circuit 2 Icont = 31.88 A, 480 VAC (3) #8 THWN-2 (1) 1/C #10 Grid Panelboard Eaton PRL2A18X3225. 225A 480V 18Ct NEMA 3R Enclosure New 200A 277/480V 3 phase service New Meter Main B -Line 127TB 200A 480V 3P NEMA 311 Enclosure (4) #2 THWN-2 - (1) 1/C #6 Grid 2" conduit Fused Disconnect Eaton DH363NRK 100A 600V 3P (3) 70A 600V Fuses Bussman KTSR70 35A/3P NEMA -311 Enclosure 35A/3P 70A/3P Single Line Drawing Drawn By: David W Client : Matt Thorpe Address: Dur -Dayton Hwy .4MI N/ Date: 02/01/2017 -Troxel Rd .1M Troxel Rd .1M E/ Durham, CA 95928 Scale - NTS 37.4kW DC Photovoltaic System (110 Canadian Solar CS6U-340M) k (4) #2 THWN-2 (1) 1/C #6 Grid 2" conduit New underground service per PG&E requirements AC CALCULATIONS Circuit 1 Continuous Current = Imax x 1.25 = 25.5 A x 1.25 = 31.88 A Derate Ampacity = 90deg Rating of Conductor (T-310.16) x 90deg Temp Correction Factor (T-310.16) h x Conduit Fill Factor (T-310.15(B)(2)(a) 55 A x .87 x 1.00 = 47.85 A So that, Derate Ampacity > Continuous Current = 47.85 A > 31.88 >> OK And, Derate Ampacity > Overcurrent Device Rating = 47.85 A > 35A>>OK Circuit 2 Continuous Current = Imax x 1.25 = 25.5 A x 1.25 = 31.88 A Derate Ampacity = 90deg Rating of Conductor (T-310.16) x 90deg Temp Correction Factor (T-310.16) h x Conduit Fill Factor (T-310.15(B)(2)(a) = 55 A x.87 x 1.00 = 47.85 A So that, Derate Ampacity > Continuous Current = 47.85 A > 31.88 >> OK And, Derate Ampacity > Overcurrent Device Rating = 47.85 A > 35 A >> OK (110 Total) Canadian Solar CS6U-340M 340W -STC photovoltaic modules. For Each Module: oc = 46.2 VDC mp = 37.9 VDC 1� sc=9.48A Imp =8.97A CIRCUIT 1 - SOLAR CIRCUIT MAXIMUM CURRENT: 25.5 A SOLAR CIRCUIT OPERATING VOLTAGE: 240V CIRCUIT 2 - SOLAR CIRCUIT MAXIMUM CURRENT: 25.5 A SOLAR CIRCUIT OPERATING VOLTAGE: 240V NEC 705.12 120% Rule Calclulations Center Fed Panelboard Adjustment - N/A Supply Breakers + 20% _< Busbar Rating Busbar Rating = 200A 35A Solar + 35A Solar 70A:5 200A * 1.20 70A5 240A = OK a Rev. Date Description 1 05/10/2017 Updated panels & inverters 1 10/20/2017 Plan check #1 -4 SHEET INDEX ' MODEL: COVER SHEET POWER: TABLE DIMENSIONS 1TABLE CED GREENTECH. THORPE RESIDENCE 37.4 kW DC PHOTOVOLTAIC SYSTEM INSTALLATION GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE INTERNATIONAL BUILDING CODE AND AMENDMENTS MADE BY LOCAL - JURISDICTIONS. 2. ALL LOCAL AND NATIONAL ELECTRICAL CODES SHALL BE FOLLOWED IN THE CONSTRUCTION AND COMMISSIONING OF THE PHOTOVOLTAIC SYSTEM. 3. ALL DIMENSIONS OF EXISTING SITE CONDITIONS MUST BE VERIFIED BEFORE COMMENCING WORK. 4. BEFORE BEGINNING ANY WORK CONTRACTOR SHALL NOTIFY OWNER, OWNERS REPRESENTATIVE, RAPID RACK, AND DESIGN ENGINEER OF ANY DIFFERENCES NOTED AMONG SITE CONDITIONS, MANUFACTURER INSTRUCTIONS, OR CODES, REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY. 5. DIMENSIONS MARKED TBV ARE TO BE VERIFIED IN THE FIELD. THOSE MARKED AS NTS ARE NOT TO SCALE. ALL OTHERS ARE ASSUMED TO BE CORRECT, BUT SHOULD BE CHECKED WITH OTHER DRAWINGS AND VERIFIED BY THE CONTRACTOR. 6. ALL DIMENSIONS SHOWN ARE IN INCHES UNLESS OTHERWISE NOTED. 7. ALL MATERIALS NOT SHOWN IN THIS PLAN ARE THE RESPONSIBILITY OF OTHERS. 8. BEFORE BEGINNING ANY WORK OR DRIVING ANY TEST PILES, CONTRACTOR SHALL LOCATE ALL SUBSURFACE UTILITIES. 9. DESIGN OF THIS MOUNTING SYSTEMS AND IT'S FOUNDATIONS ARE ACCORDING TO THE IBC 2015, CA. BUILDING CODE 2016 (STRUCTURAL ONLY), CA. RESIDENTIAL CODE 2016, CA. FIRE CODE 2016, CA. ELECTRICAL CODE 2016, CA. GREEN BUILDING STANDARDS CODE 2016, AISI 2007, ADM " 2005, ASCE 7-10, AND AISC 13th EDITION. GENERAL SOLAR SPECIFICATIONS 1. ALL MODULES SHALL BE GROUNDED WITH SGB OR PROVEN EQUAL. 2. AWG #10 OR #6 SOLID BARE COPPER GROUND WIRE SHALL RUN UNSPLICED FROM EACH MODULE TO THE GROUND SHARK(S). 3. SOLAR MODULES SHALL BE AS SPECIFIED ON TABLES (BY OTHERS). 4. COMPLETE ELECTRICAL DIAGRAMS ARE NOT INCLUDED IN THIS PACKAGE. 5. RACKING SHALL BE RAPID RACK GROUND MOUNT ARRAY AT TILT AS SPECIFIED ON TABLES. 6. CONTRACTOR IS RESPONSIBLE FOR FINAL SOLAR FIELD LOCATION BASED ON INFORMATION PROVIDED. 7. ALL RACKING AND MOUNTING HARDWARE PROVIDED BY RAPID RACK CARRY A 20 YEAR WARRANTY. 8. ALL ALUMINUM RAILS SHALL HAVE A I/4" THERMAL EXPANSION PER 20 ft OR MAINTAIN A MINIMUM OF X16' BETWEEN MODULES. 9. ALL CONSTRUCTION SHALL BE ACCORDING TO THE MOST RECENT VERSION OF THE INSTALLATION MANUALS. 10. ALL BONDING OF THE MOUNTING SYSTEMS TESTED ACCORDING TO UL STANDARD 2703. 11. ALL STRUCTURAL STAINLESS STEEL BOLTS SHALL BE TIGHTENED TO 25 ft -lbs. 12. SELF DRILLING SCREWS AT THE PILE BRACKET SHALL BE TORQUED TO 8 ft -lbs. 13. SELF DRILLING SCREWS AT SPLICES AND EDGE STOPS SHALL BE TIGHTENED TO 3 ft -lbs. 14. GROUND SHARK SHALL BE TIGHTENED TO 20 ft -lbs. i SHEET INDEX ' MODEL: COVER SHEET POWER: TABLE DIMENSIONS 1TABLE P-2 DIMENSIONS 2 WIDTH: CONSTRUCTION DETAILS 1 FRAME: CONSTRUCTION DETAILS 2 WEIGHT: HARDWARE DETAILS 1 7 HARDWARE DETAILS 2 8 GROUNDING PLANS 9 10 GROUNDING DETAILS FOUNDATION DETAILS 11 ARRAY LAYOUT - CED GREENTECH. THORPE RESIDENCE 37.4 kW DC PHOTOVOLTAIC SYSTEM INSTALLATION GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE INTERNATIONAL BUILDING CODE AND AMENDMENTS MADE BY LOCAL - JURISDICTIONS. 2. ALL LOCAL AND NATIONAL ELECTRICAL CODES SHALL BE FOLLOWED IN THE CONSTRUCTION AND COMMISSIONING OF THE PHOTOVOLTAIC SYSTEM. 3. ALL DIMENSIONS OF EXISTING SITE CONDITIONS MUST BE VERIFIED BEFORE COMMENCING WORK. 4. BEFORE BEGINNING ANY WORK CONTRACTOR SHALL NOTIFY OWNER, OWNERS REPRESENTATIVE, RAPID RACK, AND DESIGN ENGINEER OF ANY DIFFERENCES NOTED AMONG SITE CONDITIONS, MANUFACTURER INSTRUCTIONS, OR CODES, REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY. 5. DIMENSIONS MARKED TBV ARE TO BE VERIFIED IN THE FIELD. THOSE MARKED AS NTS ARE NOT TO SCALE. ALL OTHERS ARE ASSUMED TO BE CORRECT, BUT SHOULD BE CHECKED WITH OTHER DRAWINGS AND VERIFIED BY THE CONTRACTOR. 6. ALL DIMENSIONS SHOWN ARE IN INCHES UNLESS OTHERWISE NOTED. 7. ALL MATERIALS NOT SHOWN IN THIS PLAN ARE THE RESPONSIBILITY OF OTHERS. 8. BEFORE BEGINNING ANY WORK OR DRIVING ANY TEST PILES, CONTRACTOR SHALL LOCATE ALL SUBSURFACE UTILITIES. 9. DESIGN OF THIS MOUNTING SYSTEMS AND IT'S FOUNDATIONS ARE ACCORDING TO THE IBC 2015, CA. BUILDING CODE 2016 (STRUCTURAL ONLY), CA. RESIDENTIAL CODE 2016, CA. FIRE CODE 2016, CA. ELECTRICAL CODE 2016, CA. GREEN BUILDING STANDARDS CODE 2016, AISI 2007, ADM " 2005, ASCE 7-10, AND AISC 13th EDITION. GENERAL SOLAR SPECIFICATIONS 1. ALL MODULES SHALL BE GROUNDED WITH SGB OR PROVEN EQUAL. 2. AWG #10 OR #6 SOLID BARE COPPER GROUND WIRE SHALL RUN UNSPLICED FROM EACH MODULE TO THE GROUND SHARK(S). 3. SOLAR MODULES SHALL BE AS SPECIFIED ON TABLES (BY OTHERS). 4. COMPLETE ELECTRICAL DIAGRAMS ARE NOT INCLUDED IN THIS PACKAGE. 5. RACKING SHALL BE RAPID RACK GROUND MOUNT ARRAY AT TILT AS SPECIFIED ON TABLES. 6. CONTRACTOR IS RESPONSIBLE FOR FINAL SOLAR FIELD LOCATION BASED ON INFORMATION PROVIDED. 7. ALL RACKING AND MOUNTING HARDWARE PROVIDED BY RAPID RACK CARRY A 20 YEAR WARRANTY. 8. ALL ALUMINUM RAILS SHALL HAVE A I/4" THERMAL EXPANSION PER 20 ft OR MAINTAIN A MINIMUM OF X16' BETWEEN MODULES. 9. ALL CONSTRUCTION SHALL BE ACCORDING TO THE MOST RECENT VERSION OF THE INSTALLATION MANUALS. 10. ALL BONDING OF THE MOUNTING SYSTEMS TESTED ACCORDING TO UL STANDARD 2703. 11. ALL STRUCTURAL STAINLESS STEEL BOLTS SHALL BE TIGHTENED TO 25 ft -lbs. 12. SELF DRILLING SCREWS AT THE PILE BRACKET SHALL BE TORQUED TO 8 ft -lbs. 13. SELF DRILLING SCREWS AT SPLICES AND EDGE STOPS SHALL BE TIGHTENED TO 3 ft -lbs. 14. GROUND SHARK SHALL BE TIGHTENED TO 20 ft -lbs. i c ASCE WIND & SNOW LOAD PARAMETERS MODULE SPECIFICATIONS MODEL: CANADIAN SOLAR CS6U-340M POWER: 340 W HEIGHT: 77.2 in WIDTH: 39.1 in FRAME: 40 mm WEIGHT: 49.41bs c ASCE WIND & SNOW LOAD PARAMETERS DESCRIPTION VALUE WIND SPEED, mph 100 WIND DIRECTIONALITY FACTOR Ka 0.85 RISK CATEGORY . I EXPOSURE CATEGORY C ' TOPOGRAPHIC FACTOR Kr 1 ARRAY TILT, ° 20 GUST EFFECT FACTOR G. 0.85 GROUND SNOW LOAD, psf 0 DEAD LOAD, psf 2.36 DESIGN LOAD DOWNFORCE, psf 21.85 DESIGN LOAD UPLIFT, psf -18.40 ASCE 7-10 SEISMIC LOAD PARAMETERS DESCRIPTION ARRAY 1 MAPPED SPECTRAL RESPONSE 0.2S, Ss 0.616 MAPPED SPECTRAL RESPONSE 1s, S1 0.275 SITE SOIL CLASSIFICATION D SEISMIC DESIGN CATEGORY D SEISMIC RESPONSE COEFFICIENT, Cs 0.429 EFFECTIVE SEISMIC WEIGHT, lbs 7,427 EFFECT OF HORIZONTAL FORCES, EI, 1,642 EFFECT OF,VERTICAL FORCES, E, 797 DESIGN LOAD DOWNFORCE, lbs 9,135 DESIGN LOAD UPLIFT, lbs 5,048 ARRAY HEIGHT Z, ft 6.35 " ASCE 7-10 FOUNDATION REACTION FORCES DESCRIPTION - ARRAY 1 F1 - LATERAL FORCE - DOWN, lbs _ 675 F2 - VERTICAL FORCE - DOWN, lbs 1,591 F3 -LATERAL FORCE -UPJbs 573 F4 - VERTICAL FORCE - UP, lbs 1,340 M1 - BENDING MOMENT, ft -lbs 2,069 F5 - LATERAL FORCE - DOWN, lbs .177 F6 - VERTICAL FORCE - DOWN, Ibs 1,638 F7 - LATERAL FORCE - UP, lbs 150 F8 -VERTICAL FORCE - UP, lbs 1,379 M2 - BENDING MOMENT, ft -lbs 848 PILE FIXITY DEPTH, in 12 1 PROPERTY OF: Rapid Rack Less Time. More Savings. 15 PEPSI WAY DURHAM CA 95678 (831)334-8833 www.rapidrack.com THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION ' INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE PROPERTY OF RAPID RACK, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE - WRITTEN AUTHORIZATION OF RAPID RACK. THIS , ' s DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. RAPID RACK IS FORMERLY KNOWN AS UNIVERSAL RACKING SOLUTIONS PROJECT INFORMATION' NAME: RAPID RACK ARRAY OVERVIEW ARRAY ARRAY SIZE ARRAY COUNT ORIENTATION # OF MODULES TOTAL kW MODULE TYPE TOTAL PILES 1 2 x 55 1 PORTRAIT 110 37.40 CANADIAN SOLAR CS6U-340M 8 2 161.50 3 MINIMUM CLEARANCE ABOVE GRADE, in 4 C TOTALS 1 110 37.40 8 1 PROPERTY OF: Rapid Rack Less Time. More Savings. 15 PEPSI WAY DURHAM CA 95678 (831)334-8833 www.rapidrack.com THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION ' INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE PROPERTY OF RAPID RACK, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE - WRITTEN AUTHORIZATION OF RAPID RACK. THIS , ' s DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. RAPID RACK IS FORMERLY KNOWN AS UNIVERSAL RACKING SOLUTIONS PROJECT INFORMATION' NAME: 0 If MATT THORPE ADDRESS: 3296 DURHAM -DAYTON HWY y Cm', STATE. ZIP: DURHAM, CA. 95938 PHONE: AHJ: BUTTE COUNTY APN#: 039-230-132-000 PROJECTM PE STAMP: QROFESS SENNET 24 l y aP F,� ci CD - m Lu m No. S3878 * Exp. 3-31-19 sTgTSTRUCTXJ?- P�\P F OF CP,,,�i�0 It1�E O�IVtSION 3 ILDI.NG ®p ( M Y REVISION SCHEDULE No. Date Description DRAW NBY: D.TAYLOR APPROVED BY: DATE: 9/28/2017 TITLE: COVER SHEET SHEET: 1 OF 11 , I I , 1 inch Scale to Confirm 11" x 17" Plot ©Copyright 2017, RAPID RACK - . •" RAPID RACK ARRAY DIMENSIONS ITEM DESCRIPTION ARRAY I 55 A BASE RAIL LENGTH, in 161.50 B MINIMUM CLEARANCE ABOVE GRADE, in 15.00 C MODULE FACE HEIGHT ABOVE GRADE, in, 24.00 D REAR CLEARANCE ABOVE GRADE, in 70.24 E ARRAY TILT, deg - 20.00 F BASE RAIL CANTILEVER, in 28.61 G ARRAY LENGTH, in 2196.75 H ARRAY WIDTH, in 151.76 I INSERTION RAIL CANTILEVER, in 62.30 J CRITICAL MODULE POCKET DIMENSIONS, in 77.58 K EAST -WEST PILE SPACING, in 148.00 L NORTH -SOUTH PILE SPACING, in 98.00 M FRONT PILE LENGTH, in 72.00 N REAR PILE LENGTH, in 96.00 O FRONT PILE EMBEDMENT DEPTH, in 47.22 P REAR PILE EMBEDMENT DEPTH, in " 35.55 Q FRONT PILE HEIGHT ABOVE GRADE, in 24.78 R REAR PILE HEIGHT ABOVE GRADE, in 60.45 S FRONT PILE FOUNDATION DEPTH, in 54.00 T REAR PILE FOUNDATION DEPTH, in 39.00 U CONCRETE FOUNDATION WIDTH, in 18.00 0 If MATT THORPE ADDRESS: 3296 DURHAM -DAYTON HWY y Cm', STATE. ZIP: DURHAM, CA. 95938 PHONE: AHJ: BUTTE COUNTY APN#: 039-230-132-000 PROJECTM PE STAMP: QROFESS SENNET 24 l y aP F,� ci CD - m Lu m No. S3878 * Exp. 3-31-19 sTgTSTRUCTXJ?- P�\P F OF CP,,,�i�0 It1�E O�IVtSION 3 ILDI.NG ®p ( M Y REVISION SCHEDULE No. Date Description DRAW NBY: D.TAYLOR APPROVED BY: DATE: 9/28/2017 TITLE: COVER SHEET SHEET: 1 OF 11 , I I , 1 inch Scale to Confirm 11" x 17" Plot ©Copyright 2017, RAPID RACK - . •" MATERIAL SPECIFICATIONS DESCRIPTION MATERIAL XL 40 mm INSERTION RAIL ASTM B221 ALUMINUM 6005A T61 ALLOY XL BASE RAIL ASTM B221 ALUMINUM 6005A T61 ALLOY INSERTION RAIL SPLICE SET INSERTION RAIL SPLICE ASTM B221 ALUMINUM 6005A T61 ALLOY y" x 20 x 1" SELF DRILLING SCREW ASTM A302 STAINLESS STEEL STD RETAINING CLIP SET 16 x 3/" BOLT ASTM F593C STAINLESS STEEL %" - 16 SLOT NUT ASTM 304 STAINLESS STEEL STD RETAINING CLIP ASTM 8221 ALUMINUM 6005A T61 ALLOY HD PILE BRACKET SET %"- 16 x 3/" BOLT ASTM F593A STAINLESS STEEL %' ID SPLIT LOCK WASHER ASTM B221 ALUMINUM 7075-T6 ALLOY %" - 16 HD SLOT NUT _ ASTM 304 STAINLESS STEEL PILE BRACKET - ASTM A36 STEEL, POWDER COATED WITH ZINC UNDERCOAT PILE BRACKET ATTACHMENT SET Y4" x 20 x 1-Y8" SELF DRILLING SCREW SAE J429 GRADE 5 CARBON STEEL, STALGARD COATING & ID x 0.687 OD x 0.045 SPLIT LOCK WASHER _ ASTM 8221 ALUMINUM 7075-T6 ALLOY XL EDGE STOP SET XL EDGE STOP ASTM 8221 ALUMINUM 5052-H32 ALLOY y' x 20x 1" SELF DRILLING SCREW ASTM A302 STAINLESS STEEL C CHANNEL 5 x 3 PILE ASTM A653 STEEL, 50 ksi YIELD, ASTM G235 GALVANIZED 0 If MATT THORPE ADDRESS: 3296 DURHAM -DAYTON HWY y Cm', STATE. ZIP: DURHAM, CA. 95938 PHONE: AHJ: BUTTE COUNTY APN#: 039-230-132-000 PROJECTM PE STAMP: QROFESS SENNET 24 l y aP F,� ci CD - m Lu m No. S3878 * Exp. 3-31-19 sTgTSTRUCTXJ?- P�\P F OF CP,,,�i�0 It1�E O�IVtSION 3 ILDI.NG ®p ( M Y REVISION SCHEDULE No. Date Description DRAW NBY: D.TAYLOR APPROVED BY: DATE: 9/28/2017 TITLE: COVER SHEET SHEET: 1 OF 11 , I I , 1 inch Scale to Confirm 11" x 17" Plot ©Copyright 2017, RAPID RACK - . •" A - BASE RAIL LENGTH F - BASE RAIL CANTILEVER FRONT & REAR D - REAR R - REAR PILE CLEARANCE ° HEIGHT ABOVE ABOVE GRADE GRADE C- MODULE FACE HEIGHT Q - FRONT PILE ABOVE GRADE HEIGHT ABOVE E - ARRAY TILT GRADE N - REAR PILE LENGTH PROPERTY OF: =Rapid Rack Less Time. More Savings. 15 PEPSI WAY DURHAM, CA 95678 (831)334-8833 www.rapidrack.com THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE PROPERTY OF RAPID RACK, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RAPID RACK. THIS DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. RAPID RACK IS FORMERLY KNOWN AS ' UNIVERSAL RACKING SOLUTIONS PROJECT INFORMATION NAME: MATT THORPE ADDRESS: 3296 DURHAM -DAYTON HWY CITY, STATE. ZIP: DURHAM, CA. 95938 PHONE: AHJ: BUTTE COUNTY APN#: 039-230-132-000 PROJEOTM PE STAMP: n. • .a a' I I I I I I I I I I I I I a,�'.e I I I I I I I I I I I I - • ' B- MINIMUM CLEARANCE III a - QROFESS/ N9 ABOVE GRADE 4 , � - �o�ENNETH M - FRONTzgcyFy PILE LENGTH •P - REAR VILE c� cP FP m EMBEDMENT it m DEPTH Exp. 3-331-1 * p.-19 * �-/ O - FRONT PILE T - REAR PILE - 51 EMBEDMENT A •.a FOUNDATIONFTRUC7URP� S - FRONT PILE DEPTH DEPTH ®��� `®�y9� OF CAO FOUNDATION • DEPTH •a• . ti � � �r _ REVISION SCHEDULE e • No. Date Description NOTE:U - CONCRETE , CALLOUT LETTERS REFER g FOUNDATION DIAMETER TO DIMENSIONS TABLE L - NORTH - SOUTH t ON SHEET 1 PILE SPACING GENERAL CONSTRUCTION TOLERANCES f 4 IN. FOR BASE RAIL SPACING t 4 IN. FOR INSERTION RAIL CANTILEVER t 2 IN. FOR SINGLE PILE LOCATION t 5` FOR PILE ROTATION PROFILE ELEVATION VIEW H - H f 2" FOR PILE PLUMB NTS f 2" FOR ARRAY TILT + } in - in FOR INSERTION RAIL SPACING + in - in FOR PILE BRACKET HEIGHT DRAWN BY: D.TAYLOR APPROVED BY: , DATE: 9/28/2017 TITLE: TABLE DIMENSIONS 1 SHEET: 2 OF 11 I I 1 inch Scale to Confirm 11" x 17" Plot ©Copyriot 2017, RAPID RACK �_ G - ARRAY LENGTH H K - EAST WEST SUPPORT SPACING ELEVATION VIEW y NTS NOTE: CALLOUT LETTERS REFER TO DIMENSIONS TABLE ON SHEET 1 GENERAL CONSTRUCTION TOLERANCES t 4 IN. FOR BASE RAIL SPACING t 4 IN. FOR INSERTION RAIL CANTILEVER t 2 in FOR SINGLE PILE LOCATION t 5° FOR PILE ROTATION t 2° FOR PILE PLUMB f 2° FOR ARRAY TILT + e in -16 in FOR INSERTION RAIL SPACING + a in - j in FOR PILE BRACKET HEIGHT REFER TO TABLE BELOW FOR INSERTION RAIL PATTERN SEE SHEET 2 FOR PROFILE VIEW H -H %8" ASSUMED BETWEEN MODULES IF RIGID. SPLICES ARE USED, AS SMALL AS 0" IS ACCEPTABLE WHEN EXPANSION SPLICES ARE USED P rI FIRST INSERTION INTERIOR INSERTION FINAL INSERTION RAIL LENGTH RAIL LENGTHS RAIL LENGTH PV SPE (ON Y4" SPACE BETWEEN H - ARRAY V I -CANTILEVER FROM CENTER OF BASE INSERTION RAIL ENDS PROPERTY OF: =Rapid Rack Less Time. More Savings. 15 PEPSI WAY DURHAM, CA 95678 (831) 334-8833 www.rapidrack.com THESE DOCUMENTS, IDEAS, DESIGNS, &INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A • PROFESSIONAL SERVICE, ARE THE PROPERTY OF RAPID RACK, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RAPID RACK. THIS DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. RAPID RACK IS FORMERLY KNOWN AS UNIVERSAL RACKING SOLUTIONS PROJECT INFORMATION NAME: MATT THORPE ADDRESS: 3296 DURHAM -DAYTON HWY Cm. STATE, ZIP: DURHAM, CA. 95938 PHONE: Ad u: BUTTE COUNTY APNN: 039-230-132-000 PROJECTM PE STAMP MODULES, AS O P�NNES/ HAq! CIFIED ON SHEET 1 �� �� c,,y LY 3 SHOWN FOR CLARITY) a m Lu m No. S3878 * Exp. 3-31-19 `rTgTsrRUCTURP� F OF CA��FO IIDTH REVISION SCHEDULE No. Date Description Y4" SPACE BETWEEN I -CANTILEVER FROM CENTER OF BASE INSERTION RAIL ENDS DRAWN BY: D.TAYLOR RAIL TO END OF INSTERTION RAIL AT APPROVED BY: EAST AND WEST ENDS DATE: 9/28/2017 PLAN VIEW TITLE: TABLE DIMENSIONS 2 - NTS - SHEET: 3 OF 11 INSERTION RAIL PATTERN ` INSERTION INSERTION INSERTION INSERTION INSERTION INSERTION INSERTIOLENGN INSERTION INSERTION INSERTION TOTAL LENGTH I I ARRAY RAIL LENGTH I RAIL LENGTH RAIL LENGTH RAIL LENGTH RAIL LENGTH RAIL LENGTH RAIL TH RAIL LENGTH RAIL LENGTH RAIL LENGTH OF ARRAY 1 inch Pt, in. P2, in. P , in. - Pd, in. P5, in. PE, in. P7, in. P8, in. - P9, in. - Plo. in. - G, in. Scale to Confirm 11" x 17" Plot 1 240 240 1 240 214 240 240 240 240 121 180.5 2196.75 ©copyight 2017, RAPID RACK ' PROPERTY OF GENERAL CONSTRUCTION TOLERANCES t 4 IN. FOR BASE RAIL. SPACING —_ R"d p d Rack t 4 IN. FOR INSERTION RAIL CANTILEVER /� D t 2 IN. FOR SINGLE PILE LOCATION /-= Y4" - 20 x.1" STAINLESS STEEL SELF DRILLING Less Time. More Savings. t 5° FOR PILE ROTATION SCREW FOR EDGE STOP (X2) 15 PEPSI WAY t 2° FOR PILE PLUMB t 2° FOR ARRAY TILT / , DURHAM, CA 95678 + 1 in -16 in FOR INSERTION RAIL SPACING C + in - in FOR PILE BRACKET HEIGHT i' �'1 (831) 334-8833 RETAINING CLIP SET (ON UPHILL EDGE): www.rapidrack.com %8' - 16 x 3/" STAINLESS STEEL HEX BOLT THESE DOCUMENTS, IDEAS, DESIGNS, BINFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A B HEAVY DUTY ALUMINUM RETAINING CLIP ' �� - 3 • �g HEAVY DUTY SLOT NUT � PROFESSIONAL SERVICE, ARE THE PROPERTY OF • XL EDGE STOP RAPID RACK. AND ARE NOT TO BE USED IN WHOLE OR Y • 1 PER RAIL END IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RAPID RACK. THIS • A DOCUMENT RAPID RACK IERETURN DEMAND. IS JEFORMERLY KNOWN AS UNIVERSAL RACKING SOLUTIONS PROJECT INFORMATION ' • O NAME: %2" MATT THORPE ADDRESS: ' 3296 DURHAM -DAYTON HWY - BASE RAIL END CAP cm. STATE, ZIP: w • 2 PER RAIL - DURHAM, CA. 95938 PHONE: BASE RAIL, AS ANJ: SPECIFIED ON BUTTE COUNTY SHEET 1 APM: - - 039-230-132-000 PROJECTM ' DETAIL IDENTIFIER DETAIL A @ LOWER INSERTION RAIL CONNECTION PE STAMP: NTS - ALL TABLES WITH EDGE STOP SHOWN SCALE 1 :6 QROFES /ON XL EDGE STOP ' ��O SENNET 2� l cy�9�cy (NOT SHOWN FOR CLARITY) y QPM LU m XL INSERTION RAILNo. MODULE FRAMES ALL MIDDLE INSERTION RAILS SEE SHEET 1 FOR PV S3878 * Exp. 3.31.19 -1 mm TOLERANCE REQUIRE 2 HEAVY DUTY RETAINING MODULE SPECIFICATIONS %s' GAP ABOVE MODULE �q� rRUCTU?P CLIPS PER CONNECTION F OQ`� XL INSERTION RAIL .moi/ OF CA% -\F EXPANSION SPLICE Y,' x 1 SELF DRILLING SCREWS FOR EXPANSION SPLICE i ATTACH 8 SCREWS TO ONE RAIL ONLY (X8) REVISION SCHEDULE No. Date Description UPPER INSERTION RAIL 1 HEAVY DUTY RETAINING CLIP REQUIRED ON THE DOWNHILL EDGE DRAWN BY: DJAYLOR APPROVED BY: DATE: 9/28/2017 TITLE: CONSTRUCTION DETAILS 1 SHEET: 4 OF 11 . DETAIL B @ MIDDLE INSERTION RAIL CONNECTION DETAIL C @ UPPER INSERTION RAIL CONNECTION I I linch SCALE 1 :6 SCALE 1 :6 Scale to Confirm 11" x 17" Plot - © Copyright 2017, RAPID RACK i ] - CRITICAL MODULE POCKET DIMENSION ='MODULE HEIGHT + 3/8' CFF CHFFT 1 Ff1R PV • r PO NT PROPERTY OF • Rapid Rack Less Time. More Savings. i 15 PEPSI WAY I - DURHAM,'CA 95678 (831) 334-8833 www.rapidrack.com XL INSERTION RAIL EDGE STOP 2 PER ROW OF INSERTION RAIL AT EACH END THESE DOCUMENTS, IDEAS; DESIGNS, INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT UMENT OF A " PROFESSIONAL SERVICE, ARE THE PROPERTY OF - • - ^ RAPID RACK, AND ARE NOT TO BE USED IN WHOLE OR " IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RAPID RACK. THIS - - DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. J- TOP OF PILE BRACKET FLUSH 13 - RAPID RACK IS FORMERLY KNOWN AS UNIVERSAL RACKING SOLUTIONS 3 WITH TOP OF PILE + /4" - /4' 14' x 1 SS SELF DRILLING SCREW FOR EDGE STOP (X2) PROJECT INFORMATION I - INSERTION RAIL CANTILEVER OF LAST NAME: MATT THORPE SLOT NUT CANTILEVER FROM MID I ADDRESS: (X2) BASE RAIL TO END OF INSERTION RAIL AT EAST AND WEST 3299 6 DURHAM -DAYTON HWY CITU, STATE, ZIP: PILE BRACKET DURHAM, CA. 95938 PHONE: ' AW: BUTTE COUNTY APN#: 039-230-132-000 DETAIL D:- CRITICAL MODULE POCKET DIMENSION DETAIL. E - CANTILEVER DISTANCE _ PE STAMP: NTS NTS QROFES N BENNE H ?q F DETAIL G SEE SHEET 9 FOR GROUNDING DETAILS m XL INSERTION RAIL ' , No. 53878 GROUNDING DETAILS * Exp. 3- 1-119 SEE SHEET 9 FOR s� STRUCTUF�P� ADDITIONAL INFORMATION ATF OF TU?� � 18" AND ALTERNATE SDS PATTERN ewv` XL 18" INSERTION SPLICE, %2' %2' Cj®� 1®� EXPANSION /4"--j -•�' . XL BASE RAIL �°e9 ?to �9 3/8" SPLIT LOCK WASHER REVISION SCHEDULE /411 x I (BETWEEN BOLT HEAD AND SELF DRILLING SCREW FOR PILE BRACKET FOR No. Date Description 18" EXPANSION SPLICE, PILE BRACKET SET (BONDING FOUNDATION ATTACH 8 SCREWS TO ONE 3/g' x 3/4' HEXBOLT F593A (X2) ° TO XL BASE RAIL RAIL ONLY (X8) 3/8" SPLIT LOCK WASHER (X2) • �------ HD SLOT NUT (X2) r %4' x 1" STALGARD COATED SELF DRAWN BY: D.TAYLOR PILE BRACKET . DRILLING SCREWS IN THE PATTERN DRAWN Y: BY: SHOWN OR USE THE ALTERNATE CENTER OF SPLICE PATTERN SEE SHEET 9 DETAIL G DATE: 9/28/2017 GENERAL CONSTRUCTION TOLERANCES MUST OCCUR IN OPEN 80% (X6) t 4 IN. FOR BASE RAIL SPACING OF EAST -WEST SPAN K _ ._ _ _ _ _ _ _ — TITLE: CONSTRUCTION DETAILS 2 * 4 IN. FOR INSERTION RAIL CANTILEVER q" SPLIT LOCK WASHER * 2 IN. FOR SINGLE PILE LOCATION FOR PILE BRACKET TO PILE BONDING SHEET: 5 OF 11 * 5° FOR PILE ROTATION UNDER ANY 2 SELF DRILLING SCREWS * 2° FOR PILE PLUMB DETAIL F - INSERTION SPLICE DETAIL, EXPANSION L(X2) * 2° FOR ARRAY TILT L — — — — — — — — — J 1 I + Iin - 16 in FOR INSERTION RAIL SPACING NTS - WITH PILE CONNECTION SHOWN Scale to 1 inch Confirm 11" x 17" Plot + 4 in 4 in FOR PILE BRACKET HEIGHT ©copyrlonl eon, RAPID RACK PROPERTY OF yl g° —�j I� 2 5�8" � �' � Rapid Rack Less Time. More Savings. 15 PEPSI WAY �I I DURHAM, CA 95678 ' 1 16 I I III (831) 334-8833 • IIIwww.rapidrack.com 1 ° 1y4 ` - 3/4"( - 1 ]V 4 (X1 , I I II I .. I I II I Z 9/ n _ 1 6 I I II I .I I II I I I II I I II I I I III I I III I • I III I I III _— _ I I I� •� I I I y THNCORPORATED HEREIN, AS AN IN TRUMENT OFA MATION f PROFESSIONAL SERVICE, ARE THE PROPERTY OF RAPID RACK ,AND ARE NOT TO BE USED IN WHOLE OR " I WRITTEN AURT FOR THORIZATION ON OF RAPID Y OTHER PROJECT WITHOUT THIS DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. RAPID RACK IS FORMERLY KNOWN AS PROJECT INFORMATION NAME: MATT THORPE ADDRESS: 3296 DURHAM -DAYTON HWY, *�yY* Y�yYy CIN, STATE. ZIP: - DURHAM, CA. 95938 PHONE: _ • , - AHJ: BUTTE COUNTY 039-230-132-000 PILE BRACKET HD RETAINING CLIP STD RETAINING CLIP STD & HD SLOT NUT PROJECTM SCALE 1:2 SCALE 1:1 SCALE 1:1 SCALE 2:1 PE STAMP: FESSI e�OHETH> .. c� m Of No. S3878 * Exp. 3-31-19 `r�gTSTRUCTU?, e��P F OF CXO NOTE: SEE SHEET 1 FOR RETAINING CLIP SPECS 2" _ t 3^Lu 4 Y2 ❑ ❑ 1, 2 %8 1 „ /8 11� ®v ®w�xi . Yiv ��yc5;1) �a ���®` VV ®O Ie id �� �9 w9 D REVISION SCHEDULE No. Date Description ®_ 9. DRAWN BY: D.TAYLOR APPROVED BY: - DATE: 9/28/2017 TITLE: HARDWARE DETAILS 1 4 EDGE STOP XL INSERTION RAIL SPLICE EXPANSION C 5 x 3 PILE SHEET: 6 OF 11 SCALE 1:2 SCALE 1:1 - IN 18" LENGTHS SCALE 1:2 - ` 1 inch Scale to Confirm 11" x 17" Plot ©CopXlght 2017, RAPID RACK 2 9/16" 31X16" XL BASE RAIL UPPER WING AWG #6 LOCATION SLOT NUI f 3/8' x %4" HEXBOLT, SS :1OWDERCOATED GREEN %811 WASHER AWG #10 LOCATION LOWER WING GROUND SHARK ASSEMBLY SCALE 1" = 1" 2 9/6" 4 %4" XXL BASE RAIL MODULE FRAMES IF 31X6 XL INSERTION RAIL SCALE %2" = 1" SCALE Y2'.= 1" NTS NOTE: SEE SHEET 1 FOR BASE RAIL SPECS PROPERTY OF: Rapid Rack Less Time. More Savings. 15 PEPSI WAY DURHAM, CA 95678 (831) 334-8833 www.rapidrack.com THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A ' PROFESSIONAL SERVICE, ARE THE PROPERTY OF RAPID RACK. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RAPID RACK. THIS DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. RAPID RACK IS FORMERLY KNOWN AS UNIVERSAL RACKING SOLUTIONS PROJECT INFORMATION NAME: MATT THORPE ADDRESS: 3296 DURHAM -DAYTON HWY CITY, STATE. LP: DURHAM, CA. 95938 PHONE: AHJ: BUTTE COUNTY APN#: 039-230-132-000 PROJECTM PE STAMP: I? FESS/ ,Q NNETH q� n 0 ui of No. 53878 * Exp. 3-31.19 sTyTSTRUCTURP� �a\� . F OF CA\-\F� kc REVISION SCHEDULE No. Date I Description DRAWN BY: D.TAYLOR APPROVED BY: DATE: 9/28/2017 PV MODULE: AS SPECIFIED ON SHEET 1 TITLE: HARDWARE DETAILS 2 NTS (BY OTHERS) SHEET: 7 OF 11 1 inch Scale to Confirm 11" x 17" Plot ©CopyrWt 2017, RAPID RACK PROPERTY OF: LEGEND ---Rapid Rack -- BARE COPPER WIRE Less Time. More Savings. X MODULE GROUND LUG 15 PEPSI WAY - DURHAM, CA 95678 , SYSTEM GROUND f 831 % 34-8833 17 GROUND SHARK UL 467 LISTED AND UL 2703 1 PER PV STRING AWG #6 OR #10 www.rapidrack.com _ RECOGNIZED GROUND SHARK SOLID BARE COPPER EGC BONDS THESE DOCUMENTS, IDEAS, DESIGNS, B INFORMATION TO CONNECT EGC TO I x/_k DYNOBONDONLY ONE PV STRING TO FRAMEWORK USE 1 GROUND MOUNTING SYSTEM, CONNECT TO - INCORPORATED HEREIN, AS AN INSTRUMENT OF A SHARK PER STRING - - ONE SGB IN ONE STRING PROFESSIONAL SERVICE, ARE THE PROPERTY OF RAPID RACK, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE ' WRITTEN AUTHORIZATION OF RAPID RACK. THIS DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. TO SYSTEM GROUND, RAPID RACK IS FORMERLY KNOWN AS AND/OR INVERTER, UNIVERSAL RACKING SOLUTIONS PROJECT INFORMATION COMBINER BOXES AND DC SGB GROUND LUG OR _ DISCONNECTS 1 PER ARRAY EQUIVALENT APPROVED NAME: - GROUND LUG, ATTACH To MATT THORPE ANY 1 MODULE IN STRING, ADDRESS: CONNECT TO EGC PER MANUFACTURING 3296 DURHAM -DAYTON HWY . INSTRUCTIONS CITY. STATE. ZIP: DURHAM, CA. 95938 PHONE: PV MODULE, AS BUTTE COUNTY B SPECIFIED ON SHEET 1 (ONLY 3 SHOWN FOR CLARITY) APN#: 039-230-132-000 PROJECT#: I I PE STAMP I TO NEXT PV MODULE IN STRING ALL EXPOSED METAL BONDED AND RECOGNIZED TO UL 2703 ALL MODULE STRINGS BONDED I AND GROUNDED AS SHOWNp i Q�ONESH/ I ' I I t r yFZ I I UL 2703 RECOGNIZED Lu m� I DYNOBOND BONDING JUMPER �. BONDS UP TO ONE STRING OF -3 * Exp. p. 331-1-19 MODULES, 1 PER MODULE 9TF BONDING THROUGH BOTHSTRUCTU\k EXPANSION AND RIGID SPILCES ALTERNATE SYSTEM GROUND LOCATION Q OF CP,0F0 TESTED AND RECOGNIZED PER UL INSTALL 1 GROUND SHARK ON ANY BASE RAIL 2703 GUIDELINES CONNECT AWG #6 OR #10 BARE COPPER TO OJ GROUND SHARK AND TO SYSTEM GROUND, IN COMBINERS AND INVERTERS BONDING OF XL INSERTION RAIL • TO BASE RAIL TESTED AND UL 2703 RECOGNIZED GROUNDING PLANQ� REVISION SCHEDULE No. Date Description NTS - USING DYNOBOND ' . DRAWN BY: D.TAYLOR NOTE: DYNOBOND SPECIFICATIONS APPROVED BY: DATE: 9/28/2017 ADDITIONAL GROUNDING DETAILS FOR PILE AND PILE BRACKET ON SHEET 5, DETAIL F 1. EACH DYNOBOND IS DESIGNED TO BOND UP TO 20A OF PV MODULES (ONE STRING MAXIMUM). GROUNDING NOTES 2. EACH STRING OF PV MODULES USES ONE UL APPROVED GROUND LUG. ; 3. BOND ALL MODULES WITHIN STRING TOGETHER WITH DYBNOBOND, TITLE: GROUNDING PLANS 1. ALL GROUNDING HARDWARE SHALL BE UL APPROVED.. BOND EACH STRING TO FRAME WITH ONE GROUND SHARK. 2. ALL WIRE SIZED ACCORDING TO THE NEC. GROUND SHARK CALCULATION SHEET: 8 OF 11 3. ALL MODULES SHALL BE BONDED TO FRAMEWORK THROUGH EGC WITH SGB OR EQUIVALANT APPROVED GROUND LUG. 4. EAST -WEST MIRROR IMAGE OF DRAWING IS ALSO ACCEPTABLE. 1. PV STRING Isc X 1.25 X 1.25 = OVERCURRENT PROTECTION DEVICE RATING (OCPD RATING). 5. ALL EXPOSED METAL BONDED PER UL 2703 TESTING, UL REPORT #QIMS2.E357798. 2. ADD OCPD RATING FOR ALL STRINGS CONNECTED TO A SINGLE GROUND SHARK. I I 6. ULTIMATE SYSTEM GROUNDING THROUGH GROUND SHARK, LISTED TO UL 467 ETL REPORT #100465828LAX -001a, 3. EACH GROUND SHARK IS TESTED TO BOND NO MORE THAN 45A OF MODULE STRINGS OCPD RATING. 7, SEE RAPID RACK INSTALLATION MANUAL FOR DETAILED INSTRUCTIONS. 4. TYPICALLY EITHER 3 STRINGS AT 15A or 2 STRINGS 20A ARE CONNECTED TO A SINGLE GROUND SHARK. I inch Sgle IConfirm t 8. EACH GROUND SHARK BONDS 1 STRING OF PV MODULES TO EGC (DYNOBOND LIMITED). 5. ADDITIONAL PV STRINGS BEYOND 45A OCPD RATING MUST USE ONE ADDITIONAL GROUND CLIP PER 45A OCPD RATING. 7IRAPID RACK PROPERTY OF: ._ =.Rapid RncK Less Time. More Savings. 15 PEPSI WAY DURHAM, CA 95678 (831) 334-8833 www.rapidrack.com • - - ' - - - • - - _ y _ - THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE PROPERTY OF RAPID RACK, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN, AUTHORIZATION OF RAPID RACK. THIS _ DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. RAPID RACK IS FORMERLY KNOWN AS UNIVERSAL RACKING SOLUTIONS PROJECT INFORMATION . - NAME: MATT THORPE ` AWG #10 LOCATION ADDRESS: 3296 DURHAM-DAYTON HWY 3/B" x 3/4" HEX BOLT, SS- HEAD PAINTED GREEN • - .. CITY, STATE. ZIP: .. DURHAM, CA. 95938 PHONE: WASHER SS L UPPER WING, SS AWG #6 LOCATION A"" BUTTE COUNTYAPNO: 039-230-132-000 PRaecTa: SPLIT LOCK WASHER BETWEEN PILE BRACKET AND BOLT HEAD PE STAMP: OWER WING, SS— I — ON EACH SIDE OF BASE RAIL FOR BONDING PILE BRACKET TO BASE . I RAIL - () SLOT NUT I I BASE RAIL ? L GROUND CLIP MAY BE INSTALLED AT ANY r POINT ON BASE RAIL + --- - 0 p ® - ® ® 0 o Y4" x 1" SDS SCREW SIZE FOR THIS DESIGN MUST USE PATTERN SHOWN OR USE9 PATTERN ON SHEET 5, DETAIL FTSTRUCT\)?, (X6) Y4 " SPLIT LOCK WASHER UNDER p 1 ANY 2 SELF DRILLING SCRI!&% )�9�® FOR BONDING OF BRACKET TO PILE RpFESS/ p e NNE TH 9( 45Q J� �� qC,y 6,y c P cZ CD rnL * Exp. 3.31? ®�� � F./OF CA��F 9 °) ik0\j5D REVISION SCHEDULE No. Date Description PROFILE VIEW - GROUND SHARK ASSEMBLY VIEW L - L SCALE 1:2 DETAIL G - PILE 8r, BRACKET BONDING SCALE 1:2 SCALE 1:4 -. FROM SHEET 5 DRAWN BY: D.TAYLOR APPROVED BY: DATE: 9/28/2017 TITLE. GROUNDING DETAILS. • SHEET: - 9 OF 11 finch Scale to Confirm 11" x 17" Plot ©Copyright 2017, RAPID RACK BOL 15 AKt UStU I U t1 FIXITY WITH POURED FOUNC 38' x 2" HEXBOLT, SS WITH FLANGE NUT, SS (x2) RUN NUTS TO END OF --I U j THREAD LEAVE HAND TIGHT C -CHANNEL 5 X 3 PILE ANCHOR DETAIL SCALE 1:5 MATERIAL AND CONSTRUCTION SPECIFICATIONS FOR POURED CONCRETE FOUNDATION E MINIMUM 'OM OF PILE PUNCHED ANCHOR (x2) CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO ACI STANDARDS AND SPECIFICATIONS. 2. 2,500 psi CONCRETE COMPRESSIVE STRENGTH (fc) AT 28 DAYS. 3. TYPE II CEMENT. 4. MAXIMUM SLUMP OF 5". 5. SPECIAL INSPECTION IS NOT REQUIRED UNLESS REQUIRED BY THE BUILDING DEPARTMENT/OFFICIAL. 6. AGGREGATES SHALL BE PER ASTM C33 (MAX SIZE 1-Y,"). 7. CONCRETE SHALL BE AIR ENTRAINED IN ACCORDANCE WITH IBC SECTION 1904.2.1. 8. THE MIX IS DESIGNED TO BE ADJUSTED TO LOCAL SOIL AND EXPOSURE CONDITIONS AND SHALL BE APPROVED BY THE ENGINEER OF RECORD. .FOUNDATION LOADS 1. SEE SHEET 1 FOR SPECIFIC FOUNDATION DIMENSIONS FOR THIS PROJECT. IN LIEU OF A SITE SPECIFIC GEOTECHNICAL REPORT, THE FOUNDATIONS ARE DESIGNED USING MINIMUM CODE VALUES. FRONT PILE DESIGN LOADS - Fl, F2, Fy F4; MI, SEE SHEET 1 FOR SPECIFIC LOADS FRONT PILE DESIGN LOADS Fs, Fe, F7, F8, M21 SEE SHEET 1 FOR SPECIFIC LOADS 2. PILE FIXITY FOR FOUNDATION CALCULATIONS IS ASSUMED AS 12 in. BELOW GRADE. STEEL PILES 1. GALVANIZED CS 5 x 3 AT 50 ksi YIELD MINIMUM IS SPECIFIED. GENERAL CONSTRUCTION TOLERANCES t 4 in FOR BASE RAIL SPACING t 4 IN FOR INSERTION RAIL CANTILEVER f 2 IN FOR SINGLE PILE LOCATION t 5° FOR PILE ROTATION t 2° FOR PILE PLUMB f 2° FOR ARRAY TILT +Y8 in - Y16 in FOR INSERTION RAIL SPACING + Y4 in - 3/4 in FOR PILE BRACKET HEIGHT Y O - FRONT PILE HEIGHT ABOVE GRADE C 5 x 3 PILE SHOULD BE CENTERED + IN THE CONCRETE FOUNDATIONS I� L - NORTH -SOUTH PILE SPACING PLAN VIEW NTS L - NORTH -SOUTH PILE SPACING -C5x3PILE OPTIONAL: SLOPE TOP OF THE PIER AWAY SROM TI IC FILO FOR DRAINA61! OPTIONAL: 4" PEDESTAL ��-+--� =CONCREOUNDATION TER —I a R - REAR PILE HEIGHT ABOVE GRADE �,. 4„ GRADE LINE _I I I -I I I -I I !!6 °•' I I I -I I I -I I I -I I I -I I I -I ISI I I I -I I I.. .A '•a• I I I - F4 F8 M - FRONT PILE • ° :° LENGTH 9 .•° ' F3 F1 M1 F� FS M2 F2 O - FRONT PILE F6 EMBEDMENT DEPTH P - REAR PILE EMBEDMENT DEPTH S - FRONT PILE •a ••- FOUNDATION DEPTH T - REAR PILE f' FOUNDATION DEPTH N - REAR R PILE LENGTH PROPERTY OF: —:Rapid Rack Less Time. More Savings. 15 PEPSI WAY DURHAM, CA 95678 (831)334-8833 www.rapidrack.com THESE DOCUMENTS, IDEAS, DESIGNS, 8 INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A - PROFESSIONAL SERVICE, ARE THE PROPERTY OF RAPID RACK, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RAPID RACK. THIS DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. RAPID RACK IS FORMERLY KNOWN AS UNIVERSAL RACKING SOLUTIONS PROJECT INFORMATION NAME: MATT THORPE ADDRESS: 3296 DURHAM -DAYTON HWY CT•, STATE, ZIP: DURHAM, CA. 95938 BUTTE COUNTY APN#: 039-230-132-000 PRn.IFr..Tb' PE STAMP: co ��0 KENNETH j Qr C7 No. S3878 * Exp.3-31-19 s� STRUCTURE a' ®�F OF CAL\F �.•�, 4G �� V �� REVISION SCHEDULE END OF PILE END OF PILE No. Date Description MIN 3" MAX 12" MIN 3" MAX 12" J FROM BOTTOM FROM BOTTOM. OF FOUNDATION OF FOUNDATION �� ELEVATION VIEW NTS. " FOUNDATION & PILE DIMENSIONS ITEM DESCRIPTION ARRAY 1 DRAWN BY: D.TAYLOR L NORTH -SOUTH PILE SPACING, in 98.00 APPROVED BY: M FRONT PILE LENGTH, in 72.00 DATE: 9/28/2017 N REAR PILE LENGTH, in 96.00 TITLE: FOUNDATION DETAILS O FRONT PILE EMBEDMENT DEPTH, in 47.22 P REAR PILE EMBEDMENT DEPTH, in 35.55 O FRONT PILE HEIGHT ABOVE GRADE, in 24.78 SHEET: 10 OF 11 R REAR PILE HEIGHT ABOVE GRADE, in 60.45 I I 1 inch Scale to Confirm 11" x 17" Plot D Copxight 2017, RAPID RACK S FRONT PILE FOUNDATION DEPTH, in 54.00 T REAR PILEFOUNDATION DEPTH, in 39.00 U CONCRETE FOUNDATION DIAMETER, in 18.00 PROPERTY OF: >. Rapid Rack Less Time. More Savings. 15 PEPSI WAY DURHAM, CA 95678 J (831) 334-8833 www.rapidrack.com THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A • PROFESSIONAL SERVICE, ARE THE PROPERTY OF • RAPID RACK, AND ARE NOT TO BE USED IN WHOLE OR ' IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RAPID RACK. THIS • - DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. RAPID RACK IS FORMERLY KNOWN AS UNIVERSAL RACKING SOLUTIONS PROJECT INFORMATION � - NAME: .. ' ` MATT_THORPE ADDRESS: - • 3296 DURHAM -DAYTON HWY ' - - ^ • CITY, STATE, ZIP: - DURHAM, CA. 95938 PHONE: AHJ: 18" - U - CONCRETE BUTTE COUNTY FOUNDATION APN«: DIAMETER 039-230-132-000 R JECTR REAR PILE FOUNDATION C 5 x 3 REAR PILE PE STAMP: 18" DIA. x 39" DEEP(TYP.) PILE LENGTH - N - 96" REAR - 2215�s' (15 REQ'D) EMBED TO - P - 35.55" (TYP.)_ K -EAST-WEST 98 - L - NORTH SOUTH I Q F- 148'.'-SPACING(TYP.) PILE SPACING(TYP.) Lo rtFESS/ Ln Q Et0 tANETH s @ZFRONT PILE 62 /t6 _ I_ FRONT PILE FOUNDATION C 5 x 3 F O a Z INSERTION RAIL 18" DIA. x 54" DEEP(TYP.) PILE LENGTH - M - 72" FRONT - 301is' w m CANTILEVER TYP. (15 REQ'D) EMBED TO - O - 47.22" No. S3878 (TYP.) * Exp. 3.31-19 * 2196%4" - G - ARRAY LENGTH sT9TFTOFC� XP�O� 01 REVISION SCHEDULE No. Date Description DRAWN BY: D.TAYLOR APPROVED BY: DATE: 9/28/2017 ARRAY LAYOUT & PILE DETAILS TITHE ARRAY LAYOUT SCALE 1:180 N ` SHEET: •� •� OF ' I I finch Scale to Confirm 11' x 17" Plot ©Copyright 2017, RAPID RACK