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HomeMy WebLinkAboutB17-1334 000-000-000 (2)M AdMndPww Redding 843 N. Market Street Redding, CA 96003 530.226.07010 530.226.0704 F www.advancepower.net September 22, 2017 , Project: Martin Petkov 256 Yankee Vista Drive Concow, CA 95965 Contractor/Installer: Greg Tomsik 843 N. Market Street Redding, CA 96001 Scope of work: ` Add ground mounted PV to existing off-grid solar system. Existing roof mounted solar to be removed.. Code references: 2016 California ResidentialCode 2016 California Building Code 2016 California Fire Code 2016 California Electrical Code 2016 California Green Building Standards Code 3= 13 PERMIT BUTTE COUNTY DEVELOPMENT SERVICES , ASVfSWE� DOR NCE DATE= . �7� Cay • 356.26' +/- r -------------- Co PERMIT * ®u GOtlNry ©@VEf.OP + . 3, .9' 0 ®� �1Eb FOR sE wV►CE 25.04' 244 5 —it, io M �– ��V1��IANCE 4. 67.40' 252.29' c 12 _/r LEGEND a j' 1. Residence (1,300 ftZ) Na. 2. Garage (220 ftZ) 7 3. Studio (360 ftZ) 01 4. Power Shed (165 ftZ) 5. Tool Shed (153 ftZ) z ( 6. Wood shed (80 ft 2) 12.50' + 7. (E) Solar — To 6e +'r�o✓�./ 1��- {✓�i 8 8. (P) Solar array (no vegetation within 10') N L Cr&UG f� e. 9. Septic tank N 9 10. Well #1 x + 11. Well #2 N 12. 120' Trench 344.30' +/- APN #058-590-034 /�I� !UJ LIC#586698 Greg Tomsik Construction Martin Petkov l��ei�i� _ 843 North Market St.' 256 Yankee Vista Drive �' R c d d i n N Reading, CA 96003 - - PLOT PLAN REMA MM/DD/YY • REMARKS Concow, CA 95965 Z / X Proposed Existing Ground mounted PV array: (4) H6 THWN-2 in 1 1/2" PVC conduit, 120' (12) Canadian Solar CS6U-330M modules combiner Solar MNPV-6 biner box: (3) in series (4) in parallel on Pro Solar comb Ground Trac mounting equipment (4) 15A breakers (2) OutBack FM80 (;��/ charge controller 2/0 •type ASE fine stranded Cu, less tlian 6' Foci e/ w/ 80A breaker HuP 24V battery (1 2) 2V cells in series t o G ---a o(4) #4 THWN-2 in 1" EMT conduit, less than 2' make 24V PERMIT # cic), j rvey Cook 4TIM General Notes: All solar panel wiring is #12 MC cable. Solar panel grounding at the array is #10 bare copper. Grounding will not be interrupted if one or more panels are removed. All equipment is grounded through the main utility panel. . All wiring is copper. Ground fault protection fuses are built into the inverter. API DC Main w/ 250A disconnect breaker for J,. 1 (6) Exeltech inverter, 80A disconnect U inverters 6kW total breakers for charge controllers �y H$THWN-2 in conduit, less than 10' 60A AC panel HF111WN-2 in 2" conduit. 30' 40A 240V breaker from power center 1 OOA main service @house AP #058-590-034 7 r Martin etkov 256 Yankee Vista Drive - Concow, CA 95965 �%�Qiii� Redding LIC#586698 Greg Tomsik Construction 843 North Market St. Redding, CA 96003 SINGLE LIND DRAWING MM/DD/YY REMARKS - 2 --� -�-- :. - . MAXPOWER 06U-315132013251330P Canadian Solar's new MaxPower poly modules use the latest innovative five busbar cell technology, increasing module power output and system j reliability. KEY FEATURES 25 n' ►,"� 5 years linear power ouuVFW, �arranty' "' Enhanced reliability with new 5 busbar'`�•• IIIIII cell technology • ° 10 product warranty on materi I year and workmanship ®� Cell efficiency of up to 18.8 %,�� VIII ,u�............................................._....... a; ... .............- MANAGEMENT SYSTEM CERTIFICATES* ,4 0 r Outstanding low irradiance "' ISO 9001:2008 / Quality management system ' performance: 96 % ' ISOlrS 16949:2009 / The automotive indt.stry quality management system ISO 14001:2004 / Standards for environmental management system ` OHSAS 18001:2007 / International standards for occupational health & safety IP67 junction box for long-term f ices weather endurance PRODUCT CERTIFICATES* IEC 61215 / IEC 61730: VDE / CE l UL 1703: CSA / IEC 61701 ED2: VDE / IEC L716: VDE / Take-e-way, " *** Heavy snow load up to 5400 Pa, wind load up to 2400 Pa r DVe c s�usC E �Pj` ti L ,s. * As there are different certification requirements in different markets, please contact ' t ' 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 syste T1 solutions and services to customers around the world. As a; leading PV project developer + and manufacturer of solar modules with over:A 5 GW deployed around the world since 2001, Canadian Solar Inc. (NASDAQ: t CSIQ) is one of the most bankable solar companies worldwide. Y ' CANADIAN SOLAR INC. ` 2430 Camino Ramon, Suite 240 San Ramon, CA, USA 94583-4385, www.canadiansolar.com,-ales.us6canadiansolar.com r ENGINEERING DRAWING (mm) Rear View Frame Cross Section A -A 35 Mounting Hole I J 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 % 16A6 % 16.72 % 16.97% Operating Temperature -40*C - +85*C 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 1000W/ml, spectrum AM 1.5 and cell temperature of 25°C. ELECTRICAL DATA / NOCT* 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 10 9 8 7 6 5 4 3 2 1 0 1 5 10 15 20 25 30 35 40 45 5 10 15 20 25 30 35 40 45 50 ■ 1000 W/w 5°C ■ ■ 800 W/m' 25-C ■ ■ 600 W/m' 45°C ■ ■ 400 W/W 65°C ■ MECHANICAL DATA Specification Data Cell Type Poly -crystalline, 6 inch Cell Arrangement 72 (6x 12) Dimensions 1960 x992 X40 mm (77.2 X39.1 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 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. ............................................................................................................................................................................................................................................. CANADIAN SOLAR INC. July 2016. All rights reserved, PV Module Product Datasheet V5.51 P1_NA Mid Nite Solar offers a range of PV Combiners from our MNPV3 to the MNPV16. This range of com- biners accommodates PV systems as small as a two string off grid cabin up to 16 strings for a 10OKW commercial grid tie inverter. The MNPV series of combiners are the result of 20 years of'. design and manufacturing experience in the renewable energy industry. Each unit has the same quality features such as: Aluminum rainproof type 3R enclosure Internal plastic injection molded dead front covers 1 f=-7 Knock outs that accept waterproof strain reliefs, conduit' or panel mount MC type'connectors _ `kw_ Knock outs for lightning arrestors _ Uses 150VDC & 30OVDC breakers or 60OVDC fuses depending on model number t ETL listed to UL1741for use in the US and Canada Adaptable for two separate inverters or charge controllers on certain models BU DIN� MNPV s Configured for 600VDC Fuses (Gridtie) Configured for 150VDC Breakers (Offgrid) Been'Mooned lately? www.midnitesolar.com 17722 = 67th Ave NE, Unit C, Arlington WA 98223 -Ph 360.403.7207 Fax 360.691.6862 PV Combiner: MNPV6 NOTE: All of the connections have a 90 deg Crating except the 2/0 positive lug that carries a 70 deg Crating. MidNite can supply 1/0 lugs to substitute in these cases where 90 deg C is required. MNPV6 (For 150 VDC charge controllers and 600 VDC gridtie inverters) (The most popular PV combiner in North America.) Gray aluminum type 311 rainproof enclosure with insulat- ing dead front, will accept six 150VDC breakers or four 600/1000VDC fuse holders. Includes 15 position PV negative bus bar, 14 position ground bus bar, 120 amp Plus bus bar for breakers and 80 amp bus bar for fuses. Punch out tabs on the plastic deadfront make for a clean installation using circuit breakers.An included snap in adapter makes for a professional looking installation when installing fuse holders. Up to three 30OVDC breakers from 7 to 50 amps may be installed as a disconnect (no combining busbar) .The enclosure may be mounted to a pole or wall indoors or out. The plus bus bar may be split to support two grid tie inverters or two charge controllers. Gridtie inverters typi- cally can have PV minuses common. Most charge controllers can have PV minuses common (Exception XW and BlueSky). Breakers/fuse holders sold separately Boxed size: 9 x 14 x 4 weight:4 Lbs. Photo by Tim Mendenhall ETL Listed for US & Canada $00V inC �.lySTIO 17722 -67th Ave NE, Unit it, Arlington WA 98223 Ph 360.403.7207 Fax 360.691.6862 http://www.midnitesolar.com PV Source Circuits PV Output Circits Model Max VDC Max # of Input Circ. Max OCPD Rating Amps OCPD Wire Range AWG Max # of Output Circ. Max Cont. Current Amps Wire Range AWG Approved Mounting Orientation Enclosure Type/ Material Listing MNPV3 (LV) , 150 3 20 CB 150V 14-6 1 60 14-1/0 90 to 140 3R/Alum UL1741 MNPV3 (HV) 600 2 20 FUSE 14-6 1 60 14-1/0 90 to 140 3R/Alum UL1741 MNPV6 (LV) 150 6 20 CB 150V 14-6 2 120 14-1/0 90 to 140 3R/Alum UL1741 MNPV6 (HV) 600 4 20 FUSE 14-6 1 80 14-1/0 90 to 140 3R/Alum UL1741 MNPV12 (LV) 150 12 .30 CB 150V 14-6 2 200 14-2/0 90 to 140 3R/Alum UL1741 MNPV12 (HV) 600 10 30 FUSE 14-6 2 200 14-2/0 90 to 140 3R/Alum UL1741 MNPV12-250 300 6 50 CB 300V 14-6 2 168 14-2/0 90 to 140 3R/Alum UL1741 MNPV16 (HV) 600H1615 FUSE 14-6 1 240, 250MCM 90 to 140 3R/Alum UL1741 MNPV16-250 30020 CB -300V 14-6 1 240 14-2/0 90 to 14° 3R/Alum UL1741 NOTE: All of the connections have a 90 deg Crating except the 2/0 positive lug that carries a 70 deg Crating. MidNite can supply 1/0 lugs to substitute in these cases where 90 deg C is required. MNPV6 (For 150 VDC charge controllers and 600 VDC gridtie inverters) (The most popular PV combiner in North America.) Gray aluminum type 311 rainproof enclosure with insulat- ing dead front, will accept six 150VDC breakers or four 600/1000VDC fuse holders. Includes 15 position PV negative bus bar, 14 position ground bus bar, 120 amp Plus bus bar for breakers and 80 amp bus bar for fuses. Punch out tabs on the plastic deadfront make for a clean installation using circuit breakers.An included snap in adapter makes for a professional looking installation when installing fuse holders. Up to three 30OVDC breakers from 7 to 50 amps may be installed as a disconnect (no combining busbar) .The enclosure may be mounted to a pole or wall indoors or out. The plus bus bar may be split to support two grid tie inverters or two charge controllers. Gridtie inverters typi- cally can have PV minuses common. Most charge controllers can have PV minuses common (Exception XW and BlueSky). Breakers/fuse holders sold separately Boxed size: 9 x 14 x 4 weight:4 Lbs. Photo by Tim Mendenhall ETL Listed for US & Canada $00V inC �.lySTIO 17722 -67th Ave NE, Unit it, Arlington WA 98223 Ph 360.403.7207 Fax 360.691.6862 http://www.midnitesolar.com [01 FLEXmax'Series Continuous Maximum Power PointTracking (MPPT) Charge Controllers FLEXmax 80 FLEXmax 60 The FLEXmax family of charge controllers is the industry leading innovation in Maximum Power Point (MPPT) charge controllers from OutBack Power. The innovative FLEXmax MPPT software algorithm is both continuous and active, increasing your photovoltaic array power yield up to 30% compared to non-MPPT controllers. Thanks to active cooling and intelligent thermal management cooling, both FLEXmax charge controllers can operate at their full maximum current rating, 60 Amps or 80 Amps respectively, in ambient temperatures as high as 1047 (40°C). Included in all the FLEXmax charge controllers are the revolutionary features first developed by OutBack Power, including support for a wide range of nominal battery voltages and the ability to step down a higher -voltage solar array to recharge a lower -voltage battery bank. A built-in, backlit 80 character display shows the current status and logged > Increases PV array output by up to 30% > Advanced continuous maximum power point tracking > Full power output in ambient temperature up to 104°F (40°C) > Battery voltages from 12 to 60VDC > Fully OutBack network integrated and programmable > Programmable auxiliary control output > Built-in 128 days of data logging > Standard 5 year warranty > Greater than 98% peak efficiency system performance data for the last 128 days at the touch of a button. The integrated OutBack Power network communications allow FLEXmax series charge controllers to be remotely programmed and monitored using the MATE family of system displays and provide unrivaled complete system integration. FLEXmax MPPT charge controllers are the only choice when you demand a high performance, efficient and versatile charge controller for your advanced power system. OutBack reserves the right to make changes to the products and information contained in this document without notice. Copyright 0 2015 OutBack Power. All Rights Reserved. OutBack is a registered trademark of The Alpha Group. FLEXmax Series catio Models*: FLEXmax 80 + 04/2015 inalBatteryVoltages 12,24,36,48, of60VDC(Singlemodel, selectable via field programming atstart-up) 12,24,36,48, or60VOC(Singlemodel, selectable via field programming atstart-up) IMaimum Output Current 80A@1041(40°Q with adjustable current limit 60A@104°F(40°Q with adjustablecurrentlimil NEC Recommended Solar Maximum Array STC Nameplate 12VDC systems: 1000W/24VDCsystems: 2000W 48VDCsystems: 4000W/60VDCsystems: 5000W 12VDC systems: 750W/24VDCsystems: 1SOOW ` 48VDCsystems: 3000W/60VDCsystems: 3750W PV Open Circuit Voltage (VOC) 1SOVDC absolute maximum coldest conditions/ 145VDCstart-up and operating maximum- 150VDCabsolute maximum coldest conditions/ 145VDCstart-up and operating maximum StandbyPowerConsumption Less than 1W typical Less than lWtypical Power Conversion Efficiency 975%@80ADC in a 48VOC System (typical) 98.1% @60AOC in a 48VOC System (typical) Peak Efficiency 60VDCinput w/48Vbattery at53.1VDC(98.44%) 68VDC input w/48V battery at 52.8VDC (98.31%) Charging Regulation Bulk,absorption, float, silent and equalization Bulk, absorption, float, silent and equalization Voltage Regulation Set points 13 to 80VDC user adjustable with password protection 13 to80VDC user adjustablewith password protection Equalization Charging Programmable voltage setpoint and duration, automatic termination when completed Programmable voltage setpoint and duration, automatic termination whencompleted Battery Temperature Compensation Automaticwithoptional RTS installed /S.OmVper °Cper 2Vbattery cell Automaticwithoptional RTSinstalled/S.OmVper°Cper 2Vbattery cell Voltage Step -Down Capability Down convert firom anyacceptable arrayvoltage to any battery voltage. Example: 72VOCarray to 2 DC battery; 60VDC array to 48VDC battery Programmable Auxiliary Control Output 12VDC output signal which can be programmed for different control applications (maximum ofOJA(t) Status Display 3.1"(8 cm) ba(klit LCD screen, 4 lines with 80 alphanumeric characters total .1"(8 cm) backlit LCDscreen, 4 lineswith 80 alphanumeric characters total Remote Display and Controller Optional MATE3, MATE or MATE2 tional MATE3, MATE or MATE2 Network Cabling Proprietary network system using RI -45 modular connectors with CATS cable (8 wires) oprietary network system using RJ -45 modular connectors with CATScable(8wires) Data to in gg g Last 128 days of operation: amp -hours, watt-hours, time infloat, peak watts, amps, solar array volt ge, max. battery voltage, min. battery voltage and absorb time, accumulated amphours, and kWh ofproduction Operating Temperature Range -40 to 60°C(power automatically derated above 40'Q 40 to 60-C (power automatically derated above 40°C) Environmental Rating IndoorType 1 IndoorType 1 Conduit Knockouts One 1"(25.4mm) on the back; One 1"(25.4mm) on the left side;Two 1"(25.4mm) on the bottom One 1"(25.4mm) on the back; One 1"(25.4mm) on the left side;Two 1"(25.4mm) on the bottom Warranty Standards-year/Available 10 -year Standards-year/Available 10 -year Weight (Ib/kg) Unit: 12.20/5.53 Shipping: 15.5 / 7 Unit: 11.65/5.3 T Shipping: 14.9/ 6.8 Dimensions H x W x D (in/cm) Unit: 16.25x5.75z45/41.3x14.6x11.4 Shipping: 19 x 9.5 x 8.5 / 48.3 x 24.1 x 21.6 Unit: 13.75x5.75x45/35x14.6x11.4 Shipping: 17 x 9.5 x 8.5 / 43.2 x 24.1 x 21.6 Options m Remote Tern peratu re Sensor (RTS), H U B4, HUB 10, MATE, MATE2, MATE3 Remote Tern peratu re Sensor (RTS), HU B4,HUB10,MATE, MATE2,MATE3 Menu Languages English & Spanish English & Spanish Certifications ETL Listed to UL1741, CSA C22.2 No. 107.1 ITL Listed to UL1741, CSA C22.2 No. 107.1 •Use approp5 to wire size in accordance with NEC Ciut.�Alrk Worldwide Corporate Offices + r POW E F:V North America Latin America Europe Asia Pacific M=bWorTho rdjhclap- Tel: +1 360.435.6030 Tel: +1 561.792.9651 Tel: +49 9122.79889.0 Tel: +852 2736.8663 www.outbackpower.com Fax:+1360.435.6019 Fax:+1561.792.7157 Fax: +49 9122.79889.21 Fax: +852 2199.7988 AD N. ; 1%."'. ' API -DC DISCONNECT - r y' 4 -Main Cutting Edge Technology New Improvements I,ADVANCE POWER INC , " ' rR yBreakers ' I r ;I;• _. `ADVANCEROWER.NETj ,.. _ " 250 amp :.., 1 Ilk _' �-• ��e• �r �arr�lt.'t.5e*t-+sttu;�tr - tr►�;. • w.✓rrl,,3� kADVANCE: SOI_ARJH,YDRO,,WIND'POWERCO INC • t 175 amp. s. _ r :4 . • .. +� f6331�N STATESPI Sub Breakers IREDVVOQD;VALLEY;;?CA 95470',!1 , ` 80 amp Accommodates up to 4 sub breakers. 100 amp breakers are' - Rated for 125 vdc." Bondingblock for Ne gative wire bonding: _ - • 'Reliable • JCALP.ELIA CA'95418' .' — -- Dimensions r :. 4.82" D I i, . r., r>�: + / ,....•r:. •. ' „—� t.StO! LAR & ELECT 'CONTRACTOR�.FLIC # 620243 20.94" H , ' I J� t .a?f I1J . io it I..�_U1jz'„�Trki 7 1 .{+h fie , Of 1 < 10.53" W xSINCE�1978t _ • Easily accessible mounting y • Bonding block for multiple negative r ;' • .API standard warranty. • Circuit breakers are warranted by'manufacturer: wire bonding ' ; ` a • , ; "` Workmanship applies in USA a r • Extended warranties available per project Cutting Edge Technology New Improvements ' 175 or 250 amp main,breakers. :' ' Multiple multipurpose knockouts '•' Up toitwo main breakers. Sub breakers 80 • Accommodates multiple breakers • or 100 amp. _� : • Protects battery banks and loads Sub breakers mount.on either side on main . Protects multiple inverters. housing.4. .' Protects multiple source circuits Accommodates up to 4 sub breakers. Protects'systems from overloads breakers are' - Rated for 125 vdc." Bondingblock for Ne gative wire bonding: _ - • 'Reliable • " Superior, built-in quality r '` `. • ' Proven superior field performance 4�, • . Quality Built In , • - • Tight tolerances ' • Designed and built to high API standards r �.•t • Breakers are rated 125 vdc Warrant • Easily accessible mounting y • Bonding block for multiple negative r ;' • .API standard warranty. • Circuit breakers are warranted by'manufacturer: wire bonding ' ; ` a • , ; "` Workmanship applies in USA a r • Extended warranties available per project ' r • requirements 4i, 'Refer to API warranty policy for details • * • i i' r ;. . '}.:T '�rLrdJ Meq, ®i����®� ** -.. ` _ y, v'�". {t hx�:svq�{�{}Q}��}7®p r, .._ r• r r.. t t .. , •• �.,- r f' ry •j � :;' w - The Original "Top -Down" PV Mounting System for Ground Applications Benefits of GroundlTra& Patent#6,360,491 o Industry's preferred low cost and easiest to install ground mount system - Used for kW to Multi -MW projects o Patented ground mount system ships from available stock o Proprietary Drop -N -Lock rail insert drops in and locks ProSolar GroundTrac® rails in place o Over 10 years of ProSolar's proven design COUNTY o Pre-engineered and tested for easy �3�� g y permitting 13UILDINO DIVISION o No cross -bracing required,f)` � ` PV -� • rf r— a r_ � �_ �.�' id � A JL� T i' • tee.' ' ,,. Y I H' ' � K .. w i �{•rY - � . Y jI `Il;: ,y, a_ per. /I.,. ,.,��^ • - - ,.�+' Z... �"+ • 1^ ` . r ' ," r - � / .i�,`{�- �iYi►+ .' —Tri �, L�f 4 ,'a. � }�`��..�. :, w �r '�p ..,r j fix. t •�'��'aJ�� j. ,. � �..�� �,n.� �.1E i professional' SOLAR products �� (35 min.) (18 min.) (9 min.) (70 min.) AS1MB&M • Thermal Conductivity (® 77F, SI units): 0.24 cal/cm`s`K • Heat Treatment — Achieves its physical and mechanical properties as -cast (F). This eliminates the time and cost of heat treating. • Machinability — Excellent machinability as -cast, excellent surface finish, and high dimensional stability. • Corrosion Resistance — Highest of any cast alloy. It can be anodized for additional corrosion protection to a OJ mil thickness (2151`11). • Finishing — Produces an excellent surface finish by burnishing or polishing. Anodizes well to a clear -satin finish due to the minimal amount of silicon in the alloy. • Weldability — It can be welded by any of the inert gas processes, T.I.G. or M.I.G., using filler rod of 5356 or 5183. Std. IPS Size Steel Pipe Schedule 40 Chemical Composition Limits per ASTM B 26-98 Fitting Torque No. Push Size FL is. Fitting Torque No. Push Si Fe 0.15 0.15 Cu Mn Mgg Ti 0.05 0.10-0.25 6.2-7.5 0.01-0.25 Other 0.15 Al Remainder 13 2 1900 lbs. Typical Mechanical Properties 1° 14 1 1200tbs. .1-1/2° 12 1 950 lbs. Temper Ultimate Yield Elongation Shear Compressive Brinell Endurance Strength (�) Strength Strength Yield Strength (ksiT in Hardness Limit 1 1850 lbs. (% 2 in.) (ksi( (ksi) 17 2 2350 lbs. (ksi) F 20 13 27.45 23.5 70 10 (35 min.) (18 min.) (9 min.) (70 min.) AS1MB&M • Thermal Conductivity (® 77F, SI units): 0.24 cal/cm`s`K • Heat Treatment — Achieves its physical and mechanical properties as -cast (F). This eliminates the time and cost of heat treating. • Machinability — Excellent machinability as -cast, excellent surface finish, and high dimensional stability. • Corrosion Resistance — Highest of any cast alloy. It can be anodized for additional corrosion protection to a OJ mil thickness (2151`11). • Finishing — Produces an excellent surface finish by burnishing or polishing. Anodizes well to a clear -satin finish due to the minimal amount of silicon in the alloy. • Weldability — It can be welded by any of the inert gas processes, T.I.G. or M.I.G., using filler rod of 5356 or 5183. Std. IPS Size Steel Pipe Schedule 40 Aluminum IPS Size Pipe Schedule 40 Fitting Torque No. Push Size FL is. Fitting Torque No. Push Screws Out Size Ft Lbs. Screws out 3/4° 13 1 1000 lbs. 1-1/4° 10 1 937 lbs. 13 2 1900 lbs. 10 2 1006 lbs. 1° 14 1 1200tbs. .1-1/2° 12 1 950 lbs. 14 2 18001bs. 12 2 1020 lbs. 1-1/4° 17 1 1800 lbs. Above data compiled by an independent laboratory using the following procedures: A 17 2 2000 IbS. 30.000 Ib. universal Testing Machine applied vertical load to the pipe member in an 1-1/2' 17 attempt to produce pipe slippage through the vertical barrel of the fttting. Load capacities 1 1850 lbs. fisted above are based on a safety factor of 100%. 17 2 2350 lbs. 2° 17 1 1925 lbs. 17 2 3200Ibs. Above data compiled by an independent laboratory using the following test procedures: Standard I.P.S.-sized pipe within the vertical barrel of the test fittings, to the torque shown above, A 34000 Ib. universal Testing Machine applied vertical load to the pipe member in an attempt to produce pipe slippage. Load capacities listed above are based on a safety factor of 2:1. Call Toll Free: 800-172-8800 • www.hollaender.com - Copyright 200�laendeGT 1 r Manufacturing Company .rr •• ' - t '•+� ' - _ 'cr -•fid a ' } - , Listing g C®nstrlt cilonM Data Report (CDR) ' b l?efereazce'-an d Address?'.E lj.•:�r rt -E r+ { r�R,, .tsr w i a' #:.h t - z '� - A ort`Number,, 100779407LAX-003 Ori inal Issued. 14 -Se -2012 Revised: 9 -Mar -2016 °`� UL 2703 Ed: 1 Mounting Systems, Mounting Devices, Clampin #Z en ton Devices, and Standar d(s) r :..� .�.. Ground Lugs for Use with Flat -Plate Photovoltaic'Modules and Panels. Issued: 2015/01/28 r- licanf ,,A�, Professional Solar Products, Inc.r'Ma_nufactSu ec;` ' Professional Solar Products, Inc. . T �}i�•I R. -if' ss ' '. . _ • .c•.�af I tl.�iddr 1551 S. Rose Avenue .. s 1551 S. Rose Avenue t Oxnard CA 93033��Address •r t3.,�y�'" >< Oxnard, CA 93033 ', r �» •,� � °• t Count` 2 °x USA Count` %r. USA _ t< `Contac't fi'k:; Stan UllmanYn �- t.� ;Contact Stan Ullman i;_Phoriey;1++" (805) 486-4700 :Phonez.,� (805) 486-4700 (805) 486-4799 (805)486 4799 s(ftrosolar.comErnatl i» a s@prosolar.com 1 ' i { . '/ , -� 4r • .j. - r ! ifttttt[ ' ry - 1 ' + • t 4° r' y { Page 1 of 59 This report is for the exclusive use of Intgrteks Client and isprovided pursuant to the.-agteement between Interlek and its Client. tntertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek. assumes no liability .to�any party, other than to,11je Client in accordance with the • agreement, for any loss, expense ordamage occasioned by.the use. of this report. Only the Client is authorized to permit copying or distribution of this report•and h ; then' only in its entirety.. Any use of the lnfertek name or'orie of its marks for the sale or advertisernent of'the tested material, product or service must first be approved in writiag by lntertek- The observations and test results in.'this repott'are relevant only to the sampi'e tested. This report by itself does not imply that the - F material, product, or service is or has ever been under an IntdrteR certification program. " Report No. 100779407LAX-003 Page 2 of 59 Professional Solar Products, Inc. Issued: 14 -Sep -2012 Revised: 9 -Mar -2016 vw�r Fuse r Photovoltaic Racking System Br nd name`?�;5, ProSolar Class A for Steep Slope Applications when using Type 1 and Type 2, Listed The product covered by this report is a photovoltaic roof racking system. This RoofTrac Photovoltaic Modules. rail/clamp racking system is constructed primarily of aluminum components using stainless r. `��� `' steel and aluminum hardware torqued to specific values to electrically bond listed PV module 4i :'..� `, ;�' frames to the racking system. This racking system uses four top down clamps to secure UL Mechanical Load ratings: 3 - Downward Pressure : 30 1703 listed framed module. The stainless steel bus bars integrated with the aluminum mid psf clamps and end clamps Channel Nut penetrate the anodized aluminum frames of listed PV - Upward Pressures: 3 modules in order to accomplish the required electrical bond between the PV module frame and D'esci'iptiori' the RoofTrac rail. The RoofTrac system allows for both portrait and landscape installation of the with 2-112 inch tall RoofTrac rail. framed modules. ! DC -optimizer model types. Module manufacturer Model/Type The grounding of the entire system is intended to be in accordance with the latest edition of the t�,.•'.: National Electrical Code, including NEC 250: Grounding and Bonding, and NEC 690.- Solar Photovoltaic Systems. Any local electrical codes must be adhered in addition to the t national electrical codes. y. Sunmodule Plus SW XXX, Sunmodule Plus SW XXX mono, Sunmodule Ursa -'x' ` • Plus XXX mono black, Sunmodule Protect SW XXX, Sunmodule Protect Solar World NJodels,�';;;:. RoofTrac +,+ Fuse r Fire Class Re ' atin Class A for Steep Slope Applications when using Type 1 and Type 2, Listed �,n x • Photovoltaic Modules. 6' ...t ' Ratings ,. - ow Slope Applications when using Type 1 and Type 2, Listed .�i Photovoltaic Modu es rT. .:P'• ,; Mechanical Load ratings: 3 - Downward Pressure : 30 psf - >-" - Upward Pressures: 3 EL - Down -Slope Load: 11 psf ,.-"Q ", ; �r with 2-112 inch tall RoofTrac rail. This system was evaluated for bonding with the following PV -Module frames, microinverter and ! DC -optimizer model types. Module manufacturer Model/Type Canadian Solar CS6X-P, CS6K-M, CS6P-P S6P-P-SD rnna - 0 8, TS - .05 LG LG XXXN2W-B3 t SunEdison FXXX YYY, RXXX YYY, HXXX =;._�a}, *` ' a `a Sunmodule Plus SW XXX, Sunmodule Plus SW XXX mono, Sunmodule Ursa -'x' ` • Plus XXX mono black, Sunmodule Protect SW XXX, Sunmodule Protect Solar World SW XXX mono, Sunmodule Protect SW XXX mono black, Sunmodule `�' `"�• ' Pro -Series SW XXX Poly,Sunmodule SW XXX XL mono. ED 16.3.15 (1Jan-13) Mandatory 0 Hyundai H(S-MXXXMG, HiS-SXXXMG, HiS-MXXXRG, HiS-SXXXRG Enphase 0.08" thick, flat plate aluminum, M250, mill finish: MXXX SolarEdge 10.08" thick, flat plate aluminum P300, mill finish: PXXX �,n x • (XXX Denotes Power Rating (Example: `LG XXXN2W-B3' includes `LG 365N2W-B39 Thi stem was act valuated for mounting with the following PV -Module frames. .�i Module Model/Type rT. .:P'• ,; Canadian Solar ET-P660XXXB Where XXX is the power class of module in watts (W). Mechanical load was tested using 60 Cell Canadian Solar Modules model CS6P with 40mm frame height and maximum span of 48 inches using 4 inch and 6 inch TileTrac or FastJack posts with 1-112 ,l`'w inch tall RoofTrac rail. And maximum span of 72 inches using 4 inch and 6 inch TileTrac or FastJack ,.-"Q ", ; �r with 2-112 inch tall RoofTrac rail. ED 16.3.15 (1Jan-13) Mandatory 0 00/2000 INSTALLATION AND OPERATION MANUAL � - x M=& TECH �. 7317 Jack Newell Blvd. North Fort Worth, Texas 76118-7100 817-595-4969 voice, 817-595-1290 fax 800-886-4683 toll free i ' website www.exeltech.com n C ®L us TM euwneecrnemia • Manufacturer of UL Listed Products L9,I)jLiDttAG I�JISION a Irto P t r a ti, XP -600 / 12VDC 13.8 VDC 10.4 / 10.6 VDC 16.5 VDC }'t, ,.�. "'�' 1• ', . •, � 33 VDC • 49.3 A XP -600 / 32VDC 36.8 VDC 26.5 / 28.0 VDC 4 - r ,;`.. � 1 �` ,� 26.5•A • f - i 62 VDC 12.5 A ,. r i 75,9 VDC � y 1 � � (�.. tl f'� Y f k f 124.0 VDC 94.0 / 95.0 VDC 149 VDC 5.6 A 10.9 A XP -1100 / 12VDC 13.8 VDC 10.4 / 10.6 VDC 16.5 VDC 93.8 A 219.8 A XP -1100 / 24VDC 27.6 VDC 19.0 / 21.0 VDC 33 VDC 45.8 A 108.4 A XP -1100 / 32VDC 36.8 VDC 26.5 / 28.5 VDC 44 VDC 34.0 A 80.4 A XP -1100 / 48VDC 55.2 VDC 41.5 / 42.5 VDC 62 VDC 22.9 A 53.5 A XP -1100 / 66VDC 75.9 VDC 57.5 / 58.5 VDC 91 VDC 16.5 A 38.5 A XP -1100 / 108VDC 124.0 VDC 94.0 / 95.0 VDC 149 VDC 10.2 A 24.0 A XP -2000 / 12VDC 13.8 VDC 10.5 / 10.8 VDC 15 VDC 193.2 A 450.0 A XP -2000 / 24VDC 27.6 VDC 21.0 / 21.6 VDC 30 VDC 96.6 A 254.0 A XP -2000 / 48VDC 55.2 VDC 42.0 / 43.2 VDC 60 VDC '611 11 111 INSTALLATION • • OPERATION MANUAL 56.0 / 57.6 VDC 80 VDC 35.1 A 92.3 A XP -2000 / 108VDC 124.2 VDC 94.5 / 97.2 VDC 135 VDC 21.5 A 56.4 A i A Page 12 -• - .APPENDIX ,- . r Input Power Requirements: , ' `'� •. • '- f. �`�,a NORMALS . MINIMUM VDC MAXIMUM RATED _ PEAK "'� �� -�•t- `• Yip VDC CUT-OFF / ALARMVDC r• CURRENT CURRENT MODEL (TYPICAL) (TYPICAL) (TYPICAL) AMPS AMPS ' r XP -600 / 12VDC 13.8 VDC 10.4 / 10.6 VDC 16.5 VDC 51.2 A 99.9 A i 27.6 VDC 19.0 / 21.0 VDC 33 VDC 25.0 A 49.3 A XP -600 / 32VDC 36.8 VDC 26.5 / 28.0 VDC 44 VDC 18.5 A 26.5•A XP -600 / 48VDC 55.2 VDC 41.5 / 42.5 VDC 62 VDC 12.5 A 24.3 A XP -600 / 66VDC 75,9 VDC 57.5 / 58.5 VDC 91 VDC ` f XP -600 / 12VDC 13.8 VDC 10.4 / 10.6 VDC 16.5 VDC 51.2 A 99.9 A XP -600 / 24VDC 27.6 VDC 19.0 / 21.0 VDC 33 VDC 25.0 A 49.3 A XP -600 / 32VDC 36.8 VDC 26.5 / 28.0 VDC 44 VDC 18.5 A 26.5•A XP -600 / 48VDC 55.2 VDC 41.5 / 42.5 VDC 62 VDC 12.5 A 24.3 A XP -600 / 66VDC 75,9 VDC 57.5 / 58.5 VDC 91 VDC 9.0 A 17.5 A XP -600 / 108VDC 124.0 VDC 94.0 / 95.0 VDC 149 VDC 5.6 A 10.9 A XP -1100 / 12VDC 13.8 VDC 10.4 / 10.6 VDC 16.5 VDC 93.8 A 219.8 A XP -1100 / 24VDC 27.6 VDC 19.0 / 21.0 VDC 33 VDC 45.8 A 108.4 A XP -1100 / 32VDC 36.8 VDC 26.5 / 28.5 VDC 44 VDC 34.0 A 80.4 A XP -1100 / 48VDC 55.2 VDC 41.5 / 42.5 VDC 62 VDC 22.9 A 53.5 A XP -1100 / 66VDC 75.9 VDC 57.5 / 58.5 VDC 91 VDC 16.5 A 38.5 A XP -1100 / 108VDC 124.0 VDC 94.0 / 95.0 VDC 149 VDC 10.2 A 24.0 A XP -2000 / 12VDC 13.8 VDC 10.5 / 10.8 VDC 15 VDC 193.2 A 450.0 A XP -2000 / 24VDC 27.6 VDC 21.0 / 21.6 VDC 30 VDC 96.6 A 254.0 A XP -2000 / 48VDC 55.2 VDC 42.0 / 43.2 VDC 60 VDC 48.3 A 127.0 A XP -2000 / 66VDC 73.6 VDC 56.0 / 57.6 VDC 80 VDC 35.1 A 92.3 A XP -2000 / 108VDC 124.2 VDC 94.5 / 97.2 VDC 135 VDC 21.5 A 56.4 A Note: Peak surge Amps occurs at surge wattage and low -line DC input. a'. _ ni +/-3% 1. 1 Y .s i Page 12 -• - F .If r Note: Peak surge Amps occurs at surge wattage and low -line DC input. +/-3% 1. Page 12 -• - , ' `'� •. • '- f. �`�,a .a 'i: � "'� �� -�•t- `• Yip r• , r CONTINUOUS POWER SURGE POWER a OUTPUT VOLTAGE OUTPUT CURRENT J ` r 8W 100+/-6% 6.0 6.5 60OW • 1100W BW 117+/-6% 5.1 6.5 CONTINUOUS POWER SURGE POWER NO LOAD POWER OUTPUT VOLTAGE OUTPUT CURRENT WEIGHT LBS. 60OW 1100W 8W 100+/-6% 6.0 6.5 60OW • 1100W BW 117+/-6% 5.1 6.5 60OW 1100W 9W 230+/-6% 2.7 6.5 1100W 220OW 20W' 100+/-6% 11.0 10 1100W 220OW 20W' 117+/-6% 9.5 10 1100W 220OW 20W` 230+/-6% 4.8 10 2000W 320OW 12W 100+/-2% 20.0 1 15 2000W 4000W 12W 120+/-2% 16.7 15 2000W 4000W 12W 230+/-2% 8.7 15 e 42W with X2 option 1 5 . Recommended Input Wire Sizes (For Variable Distances from the Battery): 2` MODEL LESS THAN 5' LESS THAN 10' LESS THAN 15' LESS THAN 20' XP -600 / 12VDC 4 AWG 0 AWG 0 AWG 2/0 AWG XP -600 / 24VDC { 10 AWG 6 AWG 4 AWG 4 AWG XP -600 / 48VDC 16 AWG 12 AWG 10 AWG 10 AWG XP -600 / 66VDC 18 AWG 16 AWG 14 AWG 12 AWG XP -600 / 108VDC 18 AWG 18 AWG 18 AWG 16 AWG XPA 100 / 12VDC 0 AWG 2.10 AWG 3/0 AWG 3/0 AWG XP -1100 / 24VDC 6 AWG 4 AWG 2 AWG 0 AWG XPA 100 / 48VDC 12 AWG 10 AWG 8 AWG 6 AWG XPA 100 / 66VDC 16 AWG 12 AWG 10 AWG 10 AWG XP -1100 / 108VDC t 18 AWG 16 AWG 14 AWG 14 AWG XP -2000 / 12VDC 2/0 AWG 3/0 AWG 250mcm AWG 250mcm AWG' XP -2000 / 24VDC 4 AWG 0 AWG 2/0 AWG 3/0 AWG XP -2000 148VDC 8 AWG 6 AWG 4 AWG 0 AWG XP -2000 / 66VDC 12 AWG 8 AWG 6 AWG 4 AWG XP -2000 / 108VDC 14 AWG 12 AWG 10 AWG 10 AWG i 7 ' 4r A • • I Y 5 , 3 ' r • Note: The table specifies standard wire sizes (not smaller than 18 AWG) that will provide less than a , 2% voltage drop at Low -line Input voltage and Rated Output Power. r: • I � ., y, ,. ,y Page 13 ' , I Note: The table specifies standard wire sizes (not smaller than 18 AWG) that will provide less than a , 2% voltage drop at Low -line Input voltage and Rated Output Power. r: • I � ., y, ,. ,y Page 13 ' , Solar -One Specifications' s Model # 12 Volts Rated A/H (20 hr) i Rated A/H (6 hr) Usable AN (20 hr) Rated Watt/hrs (20 hr) Usable Watt/hrs (20 hr) *Min. Charging System *Max. Charging System L x W x H '. in Inches �. Weight in Lbs. Short Circuit Ratings in Amps r @ 104°F; , SO -6-85-17/12 845 680 676 10,140 8,112 68 amps 136 amps 40 x 7,75 x 25 742 9,600' ., SO -6-85-19/12 950 765 760 11,400 I 9,120 76.5 amps . 153 amps 40 x 8.55 x 25 808 10,800 SO -6-85-21/12 1055 `850 844 12,660 10,128 85 amps 170 amps 40 x 8.75 x 25 880 12,000 SO -6-85-23/12 1160 935 928 13,920 11,136 93.5 amps 187 amps 40 x 9.00 x 25 959 13,300 SO -6-85-25/12 1270 1020 1016 115,240 12,192 1102 amps 204 amps 40 x 10.25 x 25 1036 - 14,400 SO -6-85-27/12 1375 1105 1100 16,500 • 13,200 110.5 amps 221 amps 40 x 11.25 x 25 - 1102 '15,600 SO -6-85-31/12 1585 1275 I 1268 I 19,020 15,216 127.5 amps 1255 amps 40 x 12.75 x 25 1252 18,000 SO -6-85-33/12 1690 1360 1352 20,280 16,224 136 amps 272 amps 40 x 13.5 x 25 1336 19,200 SO -6-100-33/12 1990 1600 1592 23,880 19,104 160 amps 320 amps 40 x 13.5 x 28 1550 22,600 SO -6-125-33/12 2490 2062 1991 29,880 23,904 206 amps 412 amps 40 x 13.5 x 33 1690 29,100 - � _ ��, • jay Model # 24 Volts Rated A/li (20 hr) Rated A/Fi (6 hr) Usable A/H (20 hr) Rated Watt/hrs (20 hr) Usable Watt/hrs (20 hr) *Min. Charging System *Max. Charging System I L x W x H in Inches Depending on how configured , Weight in Lbs. Short Circuit Ratings in Amps @ 104-F SO -6-85-17/24 845 680 676 20,280 16,224 68 amps 136 amps 80 x 7.75 x 25 or 40 x 15.5 x25 1484 9,600 SO -6-85-19/24 950 765 760 22,800 18,240 ' 76.5 amps 153 amps I 80 x 8.25 x 25 or 40 x 16.5 x 25 I 1616 I 10,800 SO -6-85-21/24 1055 850 844 25,320 20,256 85 amps 170 amps 80 x 8.75 x 25 or 40 x 17.5 x 25, 1760 12,000 SO -6-85-23/24 1160 935 928 27,840 22,272 93.5 amps 1187 amps 80 x 9.00 x 25 or 40 x 18.00 x 25 1918 13,300 SO -6-85-25/24 1270 1020 1016 30,480 24,384 102 amps 204 amps 80 x 10.25 x 25 or 40 x 20.5 x 25 2072 14,400 SO -6-85-27/24 1375 1 1105 1100 33,000 26,400 110.5 amps 221 amps 80 x 11.25 x 25 or 40 x 22.5 x 25 . , 2204 15,600 SO -6-85-31/24 1585 I 1275 1268 38,040 30,432 127.5 amps 255 amps 80 x 12.75 x 25 or 40 x 25.5 x 25 2504 18,000 SO -6-85-33/24 1690 1360' 1352 40,560 32,448 136 amps 272 amps 80 x 13.5 z 25 or 40 x 27.0 x 25 2672 19,200 SO -6-100-33/24 1990 1600 1592 47,760 38,208 160 amps 0 amps 80 x 13.5 x 28 or 40 x 27.0 x 28 3100 22,600 SO -6-125-33/24 , 2490 2060 1992 59,760 47,808 206 amps F412amps 80 x 13.5 r 33 or 40 x 27 x 33 3396 29,100 Model # Rated Rated Usable Rated Usable *Min. *Max. 1 L x W x H in Inches Weight Short Circuit 48 Volts `/ A/H AN Watt/hrs Watt/hrs Charging Charging Depending on how configured in Lbs.' Ratings in Amps (20 hr) (6 hr) (20 hr) (20 hr) (20 hr) System System @ 104-F SO -6-85-17/48 845 680 676 40,560 32,448 68 amps 136 amps 160 x 7.75 x 25 or 80 x 15.5 x 25 2968 9,600 Or 40 x 31 x-25 SO -6-85-19/48 950 765 760 45,600 36,480 76 amps 153 amps 160 x 8.25 x 25 or 80 x 8.25 x 25 ' 3232 10,800 or 40 x 33 x 25 SO -6-85-21/48 1055 850 844 50,640 40,512 85 amps 170 amps 160 x 8.75 x 25 or 80 x 18.00 x 25 3520 12,000 or 40 x36.00x25 k SO -6-85-23/48 .1160 935 928 55,680 44,544 93 amps 187 amps 160 x 9.00 x 25 or 80 x 18.00 x 25 3836 13,300 - or 40x35.00x25 - SO -6-85-25/48 1270 1020 1016 60,960 48,768 102 amps 204 amps 160'x 10.25 x 25 or 80 x 20.5 x 25 4144 14,400 or40x41.0x25 SO -6-85-27/48 1375 1105 1100 66,000 52,800 110 amps 221 amps 160 x 11.25 x 25 or 80 x 22.5 x 25 4408 15,600 or 40 x45.0 x25 SO -6-85-31/48 1585 1275 1268 76,080 60,864 127 amps 255 amps 160 x,12.75 x 25 or 80 x 25.5 x 25 5008 18,000 or40x51.0x25 SO -6-85-33/48 1690 1360 1351 81,120 64,896 136 amps 272 amps 160 x 13.5 x 25 or 80 x 27.0 x 25 5344' 19,200 or40x54.0x25 SO -6-100-33/48 1990 1600 1592' 95,520 76,416 160 amps 320 amps 160 x 13.5 x 28 or 80 x 27.0 x 28 6200 22,600 Or 40 x 54.0 x 28 SO -6-125-33/48 2490 2062 1992 119,520 95,616 206 amps 412 amps 160 x 13.5 x 33 or 80'x 27 x 33 6792 29,100 or 40x27 x33 * The Charging System is the sum of all charging sources including, but not limited to: Solar, Wind, Hydro generator, Inverter/ : 4" Charger;.DC generator, or stand alone battery charger. a Technology The Solar -One® with HuP® Technology Solar -One® batteries feature a design that's so unique, it's patented. Engineers at EnerSys® teamed up with DuPont chemists to design a flooded battery that's so dependable, it's backed by the longest standard warranty in the Renew- able Energy industry (7 year free replacement + 3 year prorated). Solar -One batteries with HuP technology ensures that you receive more deep cycles, over its longer life, and a higher capacity for sustained performance during each cycle. HuPO technology offers a battery plate that virtually eliminates flaking and shedding of positive plate materials. Flaking and shedding are the primary reasons for battery failure. We added Tetrafluoroethylene, or Teflon® (DuPont registered trademark for PTFE resins) to the lead paste used in active material of the positive plate. The Teflon forms fibers, and these fibers create a complex matrix that traps and binds the active material together. The material is then locked into place during a controlled curing process. The result, shedding and flaking are virtually eliminated, the lead paste remains cohesive, and contact with the positive grid remains in place longer than in standard batteries. Solar -One® uses a computerized casting which results in less flash and better crystallization during the grid molding process. The advantage is stronger, thicker positive grids that are less susceptible to corrosion. The Solar -One posi- tive grid is the heaviest in the industry. The Solar -One grid design allows for the maximum amount of active mate- rial in each plate. This allows for greater utilization of the active material for a stronger, more consistent performance and increased capacity. Solar -One's exclusive 5 -layer wrap is a process of horizontal and vertical plate wrapping which provides additional protection against shedding of the positive active material. The negative plate is designed with a staggered grid pattern. A perfect match for the heaviest positive plate, the staggered grid provides for the greatest amount of active material. The Design Advantages Are Built -Into every Solar -One®! Solar -One@ batteries by nature are very heavy and present special issues for the Renewable Energy installer. To put this superior technology to work for you, employees at EnerSys designed an epoxy coated steel case that allow each 2 volt cell to be removed. This solved the weight issue and also offers excellent protection against breakage while in shipment. Oversized lead terminals are welded to the battery posts allowing the use of lead coated solid copper buss bars as the cell interconnects. Because the lead terminals are so large and heavy duty, they provide outstanding con- ductivity and a strong connection point for the cell lifting strap. All these features mean fast and easy on-site assem- bly, great energy transfer, and the ability to remove and replace individual 2 volt cells. The Value And Peace Of Mind of Solar -One® Solar -One@ dealers are leaders in the Renewable Energy Industry and have the knowledge and expertise to help you select the correct Solar -One battery for your system. They are educated in the operation and maintenance of the So- lar -One battery and will be of great assistance in teaching you how to get the most out of your investment. Along with outstanding dealer support you also receive an installation and maintenance manual written for Renewable En- ergy users. You also receive the manufacturers written warranty. No other battery in the Renewable Energy industry offers the technology, quality, warranty, support, and price of the Solar -One. I Your Authorized Solar -One® Dealer Solar -One® Batteries... There Is A Difference! 4 Features and Benefits Feature Benefit • Solar -One® is warranted to deliver 2100 80% -deep More cycles and usable battery capacity in Renewable cycles and an estimated 4000 cycles @50% Energy service • Solar -One@ gives you a 10 year warranty Still the best warranty in the renewable energy industry and it just got better, 7 year free replacement, 3 year pro- rated • Solar -One@ uses a slightly enlarged epoxy coated No more broken batteries due to shipping damage and it steel case enables each battery cell to be removed and reinstalled for easy on-site assembly • Solar -One@ includes lead plated copper intercell con- Maximizes energy transfer, reduces corrosion and mainte- nectors with stainless steel fasteners nance • Solar -One@ is available in 8 sizes Reduces, or in many cases eliminates paralleling • Solar -One has over 9 sq. in. of terminal area Allows for multiple connections to the battery without the need for expensive terminal blocks • Solar -One@ batteries have been in RE service for A 99.8% track record of reliability in Renewable Energy over 13 years systems • Solar -One@ uses flip top filler caps Easier access for maintenance • Solar -One® is manufactured in accordance with Ensures and maintains high quality standards in each step IS09000 of the manufacturing process • Solar -One@ batteries are shipped free to a commer- Saves you time and money and means no surprise cost cial location with a forklift or to the truck terminal of when the batteries arrive. most major freight carriers. -A API -DC DISCONNECT P 1. Main '1 ADVANCE POWER INC. `�. + , Breakers ADVANCEPOWER.NET +250 amp ► _. x. 1 _ 175 amp - r ADVANCE: SOLAR, HYDRO, WIND POWERCO. INC • - t6331N.*STATE ST. Sub Breakers _ REDWOOD VALLEY,'CA 95470' 80 amp k 'PO BOX,23 100 amp ' _•, , CALPELLA CA 95418 - - - , Dimensions _� ; ,.. 4.82' D t SOLAR &.ELECT:" CONTRACTOR", LIC # 620243 20.94" H 10.53" W ASINCE 1978 Cutting Edge Technology New Improvements 175 or 250 amp main breakers. • Multiple multipurpose knockouts ; • Up to two main breakers. Sub breakers 80 • Accommodates multiple breakers , or 100 amp. . Protects battery banks and loads Sub breakers mount.on either side on main . Protects multiple inverters , housing. . Protects *multiple source circuits Accommodates up to 4 sub breakers. All . Protects systems from overloads breakers are ' ` • A '' , - ' ' Rated for 125 vdc.. ` Reliable Bonding block for Negative wire bonding. • Superior built-in quality ' Quality Built In • Proven superior field performance _ ' • Tight tolerances .. �` a.: - • Designed and built to high API standards ; `` "'.` •' ' • Breakers are rated 125 vdc r ranty ' War " • Easily accessible mounting - s •� -Bonding block for multiple negative • API standard warranty. + {, ; wire bonding • Circuit breakers are warranted by manufacturer. - ` Workmanship applies in USA ' -• • Extended warranties available per project ` ti requirements .a • Refer to API warranty policy for details ` " MX60 04 • Maximum Power Point Tracking Charge Controller POV1/er Systems O lir ir• r i to z yMTEllipr \ Els a r� 4 Y Active Maximum Power Point Tracking High Operating Efficiency Battery Voltages from 12 VDC to 60 VDC PV Arrays up to 150 VDC Open Circuit Negative or Positive Ground Systems The MX60 is on- the cutting edge of charge controller design. OutBack's x --a1 time active Maximum Power Point Tracking (MPPT) Built-in Data Logging system ensLres that your solar ar-ayi.: cperating at its peak power point regardless of age, shading cr e-Mrcnmental conditions. A peak Standard 2 Year Warranty operating efficiency of 98% maximi::cs your PV array's performance. The MX60's wid-- DC input range arc- 6-) amp DC output current rating for 12, 24 or 48 VDC systesns.grotiides unmatched flexibility in the wiring as well as the sizing of your solar array. The ability to step-dcwn a high voltage soar array to a low voltage battery can save you money by reducing the size of wire required and making the installat-_on simpler and fast✓r. All of the MX60's status information is displayed on the large built-in 31" (E cm) backlit LCD seen and OutBacles exclusive system networking allows your MX60 to communicate with the rest of-our-OutBack products for :Dmplete integration and high performance operation. Monitoring the performance of your solar array investment is easy through the use of the built-in data logging system or via the MATE and optional PC software (available separately). The MX60 is the only choice when you demand a high performance, efficient and customizable dha-rge controller for your advanced power system. MX60 Specifications NomBatteryVoltam u�12';24;32;'3648'X54'or60VDC(S+ngleodeli-sel'ectablevia:field'programmng)1, mal' Output Current 60 amps maximum with adjustable current limit for smaller systems Maximum Solar Atray Sfze ` .,,` '1• p - "1+2 VDC systems 800dNatts % 24VDC sysfems.1600 Watts`/ 48;VDC systems 3200 Watts �' -. ; "" •:`"t n PV Open Circuit Voltage (VOC) 150 VDC absolute maximum coldest conditions/ 140 VDC start-up and operating maximum Standby, Power Consumption •'� Less thani,l Watt `F =t " Charging Regulation Five Stages: Bulk, Absorption, Float, Silent and Equalization -Voltage Reg61ati6n�) Set points ° 46,to 80 VDC user adjustable with password) protection n Equalization Voltage Up to 5.0 VDC above Absorb Set point Adjustable Timer- Automatic Termination when completed uonac;oonallR,µ. BarteyTemperatureComei'satione;:twrtTalLOUieY Voltage Step -Down Capability Can charge a lower voltage battery from a higher voltage PV array PowerConversion Effic+ericy Typical; * 98% of 60aAP—s wh6a 48;V'BatRery and r omirial'48'V solar array,:- Status Display 3.1" (8 cm) backlit LCD screen with 4 lines with 80 alphanumeric characters total Data Logging Last 64 days of operation - amp hours, watt hours and time in float for each day along with total accumulated amp hours kW houFs.ofprodact+on . "`' ' 19009 62nd Avenue NE ,•` Arlington, WA 98223 USA Hydro/Wind Turbine Applications. Consult factoryforapprovedturbines w r' Posit+ve Ground Applications; _" -c Requires two, pole breakers for swrtchmg+both po"sitnre andlnegat+ve conduetorson both solar array , �r., ° and battery connections (HUB�4' and HUB -Mare are not recommended for use m pos+troe ground applications) 4 4. Operating Temperature Range• ti Minimum -40 t.& maximum 60° C (Power,capaaty:ofthe controller'is derated Wh'en above,25°'C);' ' � . EnvironmentaFRatingl < IndoorType.1}; - -• A ^ F Condwt KnockoutsllTWo'h and13/4 on the back One 3/a I ana0l; onseach'side Wci 3/a' and!:f` on the bottom ' r Warranfy/y q`' 'o {Siandard�2�yeari/�©.pEiona6)year' `� .. • Unit:, iii, .6lbs (51, kg)'+ 4 0 y DimensionU s,(H..x1NxL);� nita,- 13'.S,x.5.7S_z4 (40`x,,1�4`xTO;cm);r, ' .- � �• - e. Stnlpplrag 1�81x�11p11X& (4;6x�30)X,20)Cm))1 s �.r; Op ionsjI RemoteTemperature Sensor(RTS)�' HUBiandIMATE'.' optjgack Power Systems Main Office: European Office: 19009 62nd Avenue NE Urb. Garraf II Buz6n 214 Arlington, WA 98223 USA 08860 Les Bot(gues de Sitges Phone: (360) 435.6030 Barcelona, ESPANA Fax: (360) 435.6019 Phone: (+34) 600.843.845 Available From: www.outbackpower.com J fibof Trac t,. Patent #6,360,491. The Original "Top -Down" PV Mounting System. E1- 17 Intertek ' 4007217 y �' UL2703 UL1703 ss A Fire Rated ' Illustrated above is how the FastJack® attachment seamlessly integrates with the RoofTrac® mounting system. Ni Ui e.331vi 101 SOLAR products, - dune 2015 J - Integrated with FastJack° attachments The patented RoofTrac° raid/clamp system installed with the FastJack© attachment method provides an ideal 'solution for installations where a flashing is desired. The FastJack° is also the solar industries, preferred method of attachment for new construction roofs. All attachment hardware is concealed within the support rail leaving an aestically pleasing solar array FastJack° Installation (TileTra& on back) Splice Self -Bonding Connection The splice kit provides a solution to rigidly lock multiple rail sets together and bond the rails to one another. For more information you can visit us on the web at www.ProSolar.com FastJack° Connection The FastJack° attachment provides a quick and strong installation solution. Patented design places the bolt directly under the stanchion post where the most support is offered. This feature allows standard roof, flashings to lay flat on the roof deck. Removable post allows standard flashings to be slipped over the base ,f without damaging delicate surrounding composition shingles. � _ci ' Flashing �,, . `TEST SETUP (as sho in Brewing detail): Three modules, as specified above, were bolted to 2.5 tall Professional Solar. Products (PSP a ented RoofTrace support rails using an assembly of 5/16" Stainless Steel (SS) bolts,. SS lock washers and proprietary PSP aluminum clamps and inserts. The RoofTrac® support rail was attached to the PSP" Roofrrac® structural. attachment device with 3/8" SS hardware at four attachment points. The setup was attached to 2"x6" wooden rafters using 5/16"-x 3-1/2" SS lag bolts. The attachment spans consisted of 48" frontto rear with structural . attachments spaced 72" on center:' TEST PROCEDURE (as shown in attached drawing detail): The test set up was top loaded to above specified load. The setup—, remained loaded for. an approximate period of 30 minutes. The maximum deflection and any signs of permanent deformatio were recorded. The test setup was then inverted and loaded to simulate the uplift condition. The test set up was re loaded to above specked load. The setup remained loaded for an approximate period of 30 minutes. The maximum deflection and any a signs of.permanent deformation were recorded'.. + , TEST: RESULTS: The maximum, top load deflection was recorded at 0.313", with no permanent deformation. � The maximum uplift deflection'was recorded at 0.250", with no permanent deformation. This. document certifies the RoofTrac®.mounting system used with the modules, as specified above, withstands ttie stated , static pressure load, equivalent to the stated, wind speeds**. The mounting system performed as expected. Sincerely, ' James R. Vinci, S.E. ' t This engineering report verifies that Vinci & Associates has provided independent observation for load testing as described in this ieporL The results of this load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci & Associates does not field check installations or verify that the mounting system is installed as described In this engineering report structural attachment Lag bolt attachment should be installed using the proper plloi hole for optimum strength. A 5/16" lag bolt requires a 3/16" pilot hole. It is the responsibility of the installer to insure a proper.attachment is made to the structural member of the roof. Failure to securely attach to the roof structure may result in damage to equipment, personal injury or property damage. The purposed racking system may be installed on any roof up to a maximum of 24 foot above grade without further analysis.. Racking can be installed at any location on the. roof. Racking shall be installed into a roof ember or blocking with a 5/16" diameter screw at each Fast jack location. Screws shall have minimum of 2 % penetration into framing member for zone and a minimum of 3' penetration into framing member for zone 3. (Zone 3 is defined as the approximately 4'-0" square at each comer of the. This office does not express an opinion as to the load bearing characteristics of the structure the mounting system/modules are being installed on. ICC accredited (aboratorytested structural attachments manufactured by Professional Solar Products �OVIROF /0 (including, but not limited to FastlackO TileTra�',and FoanUace) can be interchanged with this , r Q� system. , Check with local building department or AHJ for site spe is requirements. ' � S-4 ) z 4 *Modules measuring within stated specifications and tested to UL1703, or equivalent, are included X in this engineering EXP 31-1 ** ' _ d values using wind load exposure (125 mph for 5/12 i roof pitch or less: 100 mph for greater than 5/ - pitch) and gust factor coefficient exposure C"as defined in the 2015(IBC) /2016(CBC). For 77'x 4 "module, equivalent wind speed derated_ to ,9 C ***Module tested: 64.6' x 39.4" x 1.7' (sin) ****Est snow load �ratingof 25 lb/ftz based on 2.0 safety factor. (15 Ib/ft2 for 77" x 40 module) �+ Page 1 of t r RT' 61 1 • in Rail Heig Max Span (in.) Maximum Frame Maximum Frame Load � EquivalerltWlnd Speed MountingSystein '. (in.} •Length" (In.) Width* (in.) (lbs/ftp (mph)** • RoofTrac® • 2-1/2 72' 65 (77**) 40 50 125 (100**.) " Professional Solar Producis, inc. r 1551 S. Rose Ave , Oxnard, CA 93033' Tei- 8054864700 Subiect: S is load t st results for the following: _ `TEST SETUP (as sho in Brewing detail): Three modules, as specified above, were bolted to 2.5 tall Professional Solar. Products (PSP a ented RoofTrace support rails using an assembly of 5/16" Stainless Steel (SS) bolts,. SS lock washers and proprietary PSP aluminum clamps and inserts. The RoofTrac® support rail was attached to the PSP" Roofrrac® structural. attachment device with 3/8" SS hardware at four attachment points. The setup was attached to 2"x6" wooden rafters using 5/16"-x 3-1/2" SS lag bolts. The attachment spans consisted of 48" frontto rear with structural . attachments spaced 72" on center:' TEST PROCEDURE (as shown in attached drawing detail): The test set up was top loaded to above specified load. The setup—, remained loaded for. an approximate period of 30 minutes. The maximum deflection and any signs of permanent deformatio were recorded. The test setup was then inverted and loaded to simulate the uplift condition. The test set up was re loaded to above specked load. The setup remained loaded for an approximate period of 30 minutes. The maximum deflection and any a signs of.permanent deformation were recorded'.. + , TEST: RESULTS: The maximum, top load deflection was recorded at 0.313", with no permanent deformation. � The maximum uplift deflection'was recorded at 0.250", with no permanent deformation. This. document certifies the RoofTrac®.mounting system used with the modules, as specified above, withstands ttie stated , static pressure load, equivalent to the stated, wind speeds**. The mounting system performed as expected. Sincerely, ' James R. Vinci, S.E. ' t This engineering report verifies that Vinci & Associates has provided independent observation for load testing as described in this ieporL The results of this load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci & Associates does not field check installations or verify that the mounting system is installed as described In this engineering report structural attachment Lag bolt attachment should be installed using the proper plloi hole for optimum strength. A 5/16" lag bolt requires a 3/16" pilot hole. It is the responsibility of the installer to insure a proper.attachment is made to the structural member of the roof. Failure to securely attach to the roof structure may result in damage to equipment, personal injury or property damage. The purposed racking system may be installed on any roof up to a maximum of 24 foot above grade without further analysis.. Racking can be installed at any location on the. roof. Racking shall be installed into a roof ember or blocking with a 5/16" diameter screw at each Fast jack location. Screws shall have minimum of 2 % penetration into framing member for zone and a minimum of 3' penetration into framing member for zone 3. (Zone 3 is defined as the approximately 4'-0" square at each comer of the. This office does not express an opinion as to the load bearing characteristics of the structure the mounting system/modules are being installed on. ICC accredited (aboratorytested structural attachments manufactured by Professional Solar Products �OVIROF /0 (including, but not limited to FastlackO TileTra�',and FoanUace) can be interchanged with this , r Q� system. , Check with local building department or AHJ for site spe is requirements. ' � S-4 ) z 4 *Modules measuring within stated specifications and tested to UL1703, or equivalent, are included X in this engineering EXP 31-1 ** ' _ d values using wind load exposure (125 mph for 5/12 i roof pitch or less: 100 mph for greater than 5/ - pitch) and gust factor coefficient exposure C"as defined in the 2015(IBC) /2016(CBC). For 77'x 4 "module, equivalent wind speed derated_ to ,9 C ***Module tested: 64.6' x 39.4" x 1.7' (sin) ****Est snow load �ratingof 25 lb/ftz based on 2.0 safety factor. (15 Ib/ft2 for 77" x 40 module) �+ Page 1 of t r RT' 61 1 • in Rail Heig Max Span (in.) Maximum Frame Maximum Frame Load � EquivalerltWlnd Speed MountingSystein '. (in.} •Length" (In.) Width* (in.) (lbs/ftp (mph)** • RoofTrac® • 2-1/2 72' 65 (77**) 40 50 125 (100**.) " `TEST SETUP (as sho in Brewing detail): Three modules, as specified above, were bolted to 2.5 tall Professional Solar. Products (PSP a ented RoofTrace support rails using an assembly of 5/16" Stainless Steel (SS) bolts,. SS lock washers and proprietary PSP aluminum clamps and inserts. The RoofTrac® support rail was attached to the PSP" Roofrrac® structural. attachment device with 3/8" SS hardware at four attachment points. The setup was attached to 2"x6" wooden rafters using 5/16"-x 3-1/2" SS lag bolts. The attachment spans consisted of 48" frontto rear with structural . attachments spaced 72" on center:' TEST PROCEDURE (as shown in attached drawing detail): The test set up was top loaded to above specified load. The setup—, remained loaded for. an approximate period of 30 minutes. The maximum deflection and any signs of permanent deformatio were recorded. The test setup was then inverted and loaded to simulate the uplift condition. The test set up was re loaded to above specked load. The setup remained loaded for an approximate period of 30 minutes. The maximum deflection and any a signs of.permanent deformation were recorded'.. + , TEST: RESULTS: The maximum, top load deflection was recorded at 0.313", with no permanent deformation. � The maximum uplift deflection'was recorded at 0.250", with no permanent deformation. This. document certifies the RoofTrac®.mounting system used with the modules, as specified above, withstands ttie stated , static pressure load, equivalent to the stated, wind speeds**. The mounting system performed as expected. Sincerely, ' James R. Vinci, S.E. ' t This engineering report verifies that Vinci & Associates has provided independent observation for load testing as described in this ieporL The results of this load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci & Associates does not field check installations or verify that the mounting system is installed as described In this engineering report structural attachment Lag bolt attachment should be installed using the proper plloi hole for optimum strength. A 5/16" lag bolt requires a 3/16" pilot hole. It is the responsibility of the installer to insure a proper.attachment is made to the structural member of the roof. Failure to securely attach to the roof structure may result in damage to equipment, personal injury or property damage. The purposed racking system may be installed on any roof up to a maximum of 24 foot above grade without further analysis.. Racking can be installed at any location on the. roof. Racking shall be installed into a roof ember or blocking with a 5/16" diameter screw at each Fast jack location. Screws shall have minimum of 2 % penetration into framing member for zone and a minimum of 3' penetration into framing member for zone 3. (Zone 3 is defined as the approximately 4'-0" square at each comer of the. This office does not express an opinion as to the load bearing characteristics of the structure the mounting system/modules are being installed on. ICC accredited (aboratorytested structural attachments manufactured by Professional Solar Products �OVIROF /0 (including, but not limited to FastlackO TileTra�',and FoanUace) can be interchanged with this , r Q� system. , Check with local building department or AHJ for site spe is requirements. ' � S-4 ) z 4 *Modules measuring within stated specifications and tested to UL1703, or equivalent, are included X in this engineering EXP 31-1 ** ' _ d values using wind load exposure (125 mph for 5/12 i roof pitch or less: 100 mph for greater than 5/ - pitch) and gust factor coefficient exposure C"as defined in the 2015(IBC) /2016(CBC). For 77'x 4 "module, equivalent wind speed derated_ to ,9 C ***Module tested: 64.6' x 39.4" x 1.7' (sin) ****Est snow load �ratingof 25 lb/ftz based on 2.0 safety factor. (15 Ib/ft2 for 77" x 40 module) �+ Page 1 of t r RT' 61 1 • Modu=le. Area 18 ft? each �I Approx 2W max IE- overhang Total module (45 lbs,ea.) and rail (12 lbs -ea.) weight: 159 lbs Number of attachments: 4 ea Weight / attachment point: 40 lbs Area: 54 tf Distributed weight: 2.95 Ib/ ft2 06° Stainless 2,710 lbs / 50 psf I I I Lj j CO CR E eALLA..T - --'1 Top Load Deflection: 0.313" Steel Hex bolt 2,710'Ibs / 5/16" Stainless Steel I 50 psf . I i _ i Lock Washer .� •—�,-- . - -J !11 I CON�CR E �BFLLAGT Aluminum ProSolar O Inter -Module Clamp Aluminum ProSolar Up lift Deflection: 0.250" Rail nut ! 2-1/2° Aluminum ProSolar I� - Roofrrac@ Support Rail. 3/8" Stainless Steel Hex �QROFE S/O Bolt and Flat Washer. i �- Aluminum ProSolar patented FastJack® Roof Attachment' s - 4 m * XP.1 -31 51167 Stainless Steel Lag Bolt and Flat Washer r 'Lab tested structural attachments manufactured by Professional Solar Products (including Fastlackv, TileTracm; and Foarnlackm) can be interchanged with this system - Professional Solar Products Roofrra_co Patent# 6,360,491 Photovoltaic mounting system Page 2_ of 2 Solar Mo es Static loa test illustration RT 6. . VI N CI & AS,SOCIATES CLIENT: Structural Engineers®UVA �� Professional Solar Products, Inc. (ProSolar) (�� �, ®� • 1551 S. Rose Ave., Oxnard, CA 93033 1i�� DIV SI Tel:805-486-4700 ;3LO �� Subject: Static load test results for the following : i.. GroundTrac® Mounting System Frame Length" (in.) Frame Width` (in.) Wind Speed rating (4 modules high — landscape) 0.688"/0.719" 2-1/2" x 124D rail (mph per 20121BC/2013CBC, ASCE 7-10)" 3" x 1 64X RoofTrac® rail (4 modules high — landscape) 77 39.5 110 3" x 172XD Roofirac® rail 0.625"/0.813" (4 modules high — landscape) 62 41.5 110 3" x 1 72X Rooffrac® rail (4 modules high — landscape) 77 41.5 100 2-1/2"x 124D RoofTrac® rail (3 modules high — landscape) 77 39.5 110 2-1/2"x 136D Rooffrac® rail 77 32.5 110 (4 modules high — landscape) TEST SETUP (as shown in attached drawing detail): Modules were bolted to Professional Solar Products (PSP) RoofTrac® support rails using an assembly of 5/16" stainless steel (ss)bolts, ss lock washers and proprietary aluminum clamps and nuts. The RoofTrac® support rail was attached to a pair of 1-1 /2" schedule #40 galvanized water pipes with a proprietary PSP insert and 5/16" "U" bolts. The front to rear span was 9' for the 3" tall Xtra Deep rail design and 7' for the 2-1/2" Deep rail. Test Procedure (as shown in attached drawing detail): The test set up was top loaded and remained loaded for an approximate period of 30 minutes. The maximum deflection and any signs of permanent deformation were recorded. The test setup was then inverted and loaded to simulate the uplift condition. The setup remained loaded for an approximate period of 30 minutes. The maximum deflection and any signs of permanent deformation were recorded. Test Results: No permanent deformation. GroundTrac® Mounting System Maximum deflection (top load/uplift) 3" x 164XD rail (4 modules high — landscape) 0.688"/0.719" 2-1/2" x 124D rail (3 modules high — landscape) 0.500"/0.344" 2-1/2"036D rail (4.modules high — landscape) 0.625"/0.813" This document certifies the GroundTrac® mounting system used as specified above, achieved stated loads/wind speeds. Sincerely, James R. Vinci, S.E. J� The GroundTrac® mounting system requires installer supplied 1-1/2" schedule #40 galvanized water pipe installed using Hollaendern' structural Tee fittings. All Pipe spans referred in this engineering report are absolute maximum limits (see attached detail drawings). Maximum spans: Maximum spans: 60" rear vertical legs height from grade (or top of footing) 3" Xtra deep rail: 8' on center max lateral pipe span (30 psf static) 30" front vertical leg height from grade (or top of footing) 2-1/2" deep rail: 10' on center max lateral pipe span (50 psf static) 24" max. pipe cantilever for horizontal pipe 2-1 /2" deep rail: 6' on center max snowtoad lateral 63' single horizontal pipe run recommendation (thermal pipe span (25 psf- 2.0 safety factor) expansion limit on pipe) Pipe shall be cut square and completely inserted into the fitting. The Hollaender1° fitting set screw must be torqued to manufacturer specifications of 17 ft -lbs, to meet a minimum of 1,850 pounds of retention. Footings, per attached drawings must be installed in solid soil at level grade. CBC Table 1806.2, Class 5 soil, 1500 psf soil bearing minimum. Pipe approx. 2" from footing bottom. Contact local building deparbnent/AHJ for guidance on unlisted conditions. This office does not field check installations to verify compliance as described in this engineering report. `Modules measuring within stated specifications and UL1703 (or equivalent) listed, are included in this en 'neerirn For 3 high landscape modules on 2-1/2"x136" rail, 43" max module width. 164° rail design derated to 10omph for 172" i . •Wind loading viz uT es reiatnre to a lues using wind bad exposure and gust factor coeffitient'exposure C" as defined in the 2015(IBC)/2016(CBC), ASCE 7-10 "• -1 /2" schedule 40 water i v tested 40O lbs at 10' OC max pipe span, 3,740 ms at 6' OC max pipe span 175 E. Wilbur Road, Suite 103• Thousand Oaks, CA 91360 r'; Butte County Department of Develop ment•Services PERMIT CENTER - 'w" 7 County Center Drive, Oroville; CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 www.buttecounty.net/dds Butte County Building Division. MANUFACTURED HOME SUPPORT DATA Owner's name orv\i ny ,IGI ri<. Home A.P. # 0-055 Manufacturer:CjrT)MO-y-) lq'r WPsManufacture Year: oX I Model Number / Name: Width: ori -7 (ft.) Length: 7 (ft.) +0 13 ;oX57 FOOTINGS: Wood - pressure treated or foundation grade other: ❑ SUPPORTS: Concrete block jS other: ❑ FORM NO DBP -52 Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. Pier Footing Sizes and Locations SINGLE WIDE MULTI -WIDE Line 1 ��-------------------------------------------------------------- Line 1 O� ��, Line 2 Section 1 Line 2 v'f�G Ci D �iCvlaQ"`� Line 1 -,-------------------------------------------------------------- Line 3 ; y,�-�,�� - -- p,V ?VC Section 2 Line 2 N?� -------------------------------------------------------------- Line 4 (triple wide only) ------------------------------------------------------- Section 3 Line 2 Line 1 -Piers: Snow Load: 3 a psf Minimum size piers: [ ] X [ �`9 ] Snow Load requirements may be obtained at Spacing maximum: $ 0 http://sk.chicomapworks.com/ From ends maximum:. 1 D Insert AP #, view snow load in lower right corner. Line 2 Piers: y Line 1 Openings: Minimum size piers: [ Z`� ] X [ Z / ] Minimum size pier[ X [ 2y ] Spacing maximum: Required at each side of openings over From ends maximum: p wide. Line 3 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Line 4 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): z y zl i-Jxzy 'X X-VIz�xti zy=z`I 3�„ 3�x `t8 z�„zy �0. S' ►' i1' b 15' g" 2� 2�� 2b 1 9� 1' �' S 7-' l o" SBS 1+ 1 v1 Lurq �pP I) -7 1 - ()- o� �- LOAD ® ®. O © 0O © © ® 19 ®° ® (BEARING WALL -TABLE #7) 30# 4BSUPPORT160 5440 2080 7520 RIDGE BEAM 000 82 0 3760 12000 - - - - - - - - - - - - - - - ® (CLEAR SPAN -TABLE , 8 9998 OLD PLACERVILLE ROAD GRAVDIO ME` PIER SUPPORTS SCHEMATIC I'-8" 6'-40 2'-4" 16'4011 0[SPoP.: KS64003F MODEL NO.: K2764 -4A -TAG MARE R.: 1,728 ------------- --- ------------- I , I I • I , i I I ./ le C Y A Hl — 1 1 I , I I SHEET, REVISED: 08-12-16 1 1 U, � Y - - ' - �e_=_J II it � I1 11 J II 11 /�^�� ii ---------- 4,4 ----el - ° o (D --------- o 5' -II" 5'-3" 5' e/ ,A -1" 5'-p"! 9" 91, i. ?' L co, M i I � N t� I I ® �I I I6'-411 20 -II" Ir -I" 4' 2" II'4" LOAD ® ®. O © 0O © © ® 19 ®° ® (BEARING WALL -TABLE #7) 30# 4BSUPPORT160 5440 2080 7520 RIDGE BEAM 000 82 0 3760 12000 - - - - - - - - - - - - - - - ® (CLEAR SPAN -TABLE , 8 9998 OLD PLACERVILLE ROAD GRAVDIO ME` PIER SUPPORTS SCHEMATIC PRODUCT: ELITE SERIES 0[SPoP.: KS64003F MODEL NO.: K2764 -4A -TAG MARE R.: 1,728 DATE: 08-19-13 Sacramento, CA. 95827 Plane: (918} 363-2fi81; Fax: (916) 383-4537 Vw.the rotenca. GRAVING rU INFORMATION: DOUG DRAWN B7: SHEET, REVISED: 08-12-16 w1< Ivo v.I le -71 13'-10" 12'-9"- 4600 I I r —f—I r._Llr KITCHEN DINING FAMILY ROOM ♦ �J ii FAU ♦�J II o svP a Pont J Linen Oven T / I ♦ j I ♦♦ / 1 I I ♦ I /I 16'! DORMER `♦ 10'-0° 3s 60 16'-10" 10'-2" 6X60 , ------------------ Walk -In ' PORCH I Wardrobe I I I 1 I I ro 1 x I n � I " I ' I I I t 0,-8a MASTER 3 I e I I `♦ BEDROOM 3 LIVING ROOM I / 1 30x60 30x6030x60 30x60 —13'-11" 3'-9 19'-7" BEDROOM -4 BEDROOM 2 BEDROOM 3. 30x60 30x60 10'-6a 5-4 10'-110 — i/ On 16' RECESSED ENTRY PRODUCT: DESRIP.: YODEL NO.: 'DRAWING ELITE SERIES KS64003F K2764-4A—TAG ® SALES FL 0 OR PLAN SQUARE FT.: DATE: Fron,�s 1,728 08-19-13 9998 OLD PLACERVILLE ROAD Sacramento, CA. 95827 DRAWING FILE INFORMATION: DRAWN SY: SHEET: REVISED: Phone: (916) 363-2681; Fax: (916) 363-4537 DOUG 08-12-16 wwAhekarateneo.oam DEPARTMENT OF BUILDING AND SAFETY TYPTCAL'UNCOVERED LANDING DETAIL: A covered laad mg. requires a permit. Minimum size- YxY/Maxim um size.- 4'x4' All 1_111COvered I ancling larger than 4:Ix4' and more than 30 3 inches above gradc, requires A Permit. All uncovered ft-an-diw- lumber and clecking exposed to weather 1,<-rcqutr'cd*t.,b, be naturally; durable or pressure treated woocl. Deckma may be redwood, prcssul.-e treated. iD:r WhIposite m�tleria 1. L More than. 3-.FIs.cr.s::.haadr-ai'I: -required 9 off, n 0 .34" to 3,9 off. ni.)sQ Of max tread d 42"mul e c vo6d, pressure .-sat6d or compqsitc PT RisizYr' -cianotvamore.tha 3/8".from uq fy. 4.:x 4.with landing to gtaO& 0 1 4��C44 or.- eg ual 7 3j4?' n I a- X. ni se 3/8'. x.4" lag sc..fb�.y PT 1:0"iiiin_ run -Grade .4i PB 44-6�,-pgudl PT pressuie treated ['.redwood 'a te. deep--iboo' cbhcrete f6.dUnk-(inay.I?&-levet with d9.rA - e) '1X4.crp's9,brA­:'n g 'telqttj c & dii6pfts-::.kt below .P'C'*r.tTia.neTit'foii'n"dittion:m'obile home -lajn.din.g.,s:re-quir'c:f6e.iings:-as detalled*,above- a'C0 INJITY Redwood, Pregsucre-Trcat6dar"M**i 1*u f;a'cWred- v�UTTE W NG DIVIsION AcCOPt4151.e- I.i6rk.dra'il. shdpo§ Mu.s*()c:K(piid frbrillflp"p rise.r. .. W,boUbm" irkr pROVED .1 P 2'x 6 to creiss e b, c-*. � ptQsSure-treated. not acceptable -1 6 . either. . :shapf.'s may be.accePtable S.O.fi -Sef:Tfiohile kbriie hindings;do not.'require. footih.gs. andmust use pressure treated . ed woot . I or o4woo*&. _0TE.- " 1, M 00", !SO- K -'E.-. Q. NTJ�-)�M-A ' -tNT0'1" � ..0 'DA -TION Landlr.I*S' are requk.ed.at:611 exits acid at bottom of stairs'(width-of exits X 3-6*' in length) k0t.& 7 3/4" maximu.m strep down. to. latidirigprovided cloor.does-not sating out over landing G&VERAL PEQUDZEAff2VYS STAIR=WAYS - 1 -1 ' "MI -N 1 1: /2?'M.AX Fig,49 M2 Founda tion SY wtem C- or :a ion.Instroo iwisf, if'' O.rnla for, Ground A Coer6t Systems n e Ms, California ResidentialCode (C )203 W/nd 5Mph, -Exposure C; OWCDes..gn:CaW0. a.C A D 1171-490-00 PT.7 ,.4. Wn Engineerl"g 7/1012017 'FICA COTfY l000 U'll. FE y WED XJ2 ..'Ground ',$ystem Effighi6er Approval. A Orov) .!Rigf�:A PrOlva co IMATH Aw TY A ROV PPI to WORDENIAT ON' O.M.Rr�O ARLMEN . T 0­ MisslaN S F AMICABLE STATELANWANDITkBOULAT IONS, 'SID cc-bFCAfsniia. A C-Oner0e: System PAge 6f -8 P E'DO IRA' ova,(Drive . . . . . . . . . . . . . . . . . . . 464") Vt 34)� .......... M2 Foundation System Installation Instructions for Californiat for Ground & Concrete Systems CRC.2o13, 85 mph Wind Exposure C; Seismic Category C & D By Tie Down Engineering REQUIREMENT: These plans and specifications meet the requirements of Tifle"25.'' Section 1333 and Wind & Seismic Requirements, CRC 2013. - — - - - --------- Th.e.Xi2 System,witheither a concrete, footer or the, ite.bl'pan, is installed at or in plaGe.6f one of-Ahe piers required by the home manufacturer's se , t up instructions.. The systems, must be placed as evenly eded the as possible; when 4 systems t ys ems are needed they are to�-40'installed ori—itherthe first or second pier in from each end of the h6me.and When a 3rd . of 5t . h sYA is ern needed it should go.approkimately at themid-point of the home.: Components of the. Xi2%systemStith as the. .longitudinal strut And connecting hardware, may extend pier. location. • :Maximum Vertical projection at: sidewall is 9'. Higherwalls' - may be. used when the design loads are adjusted accordingly. • Main -rail .spacing'must'be 75.5" — 90.5" *Ucept 95'.'-99H'foif- single section. • The: lat eraland lolng.itudirial,components of the ysteM replace standard frame ties-.. Additional V&rtk­' :anchor. -ties that. are, unique to a home's, design may:be required:by ' -home Mariiiiatturer.Thes'e;lcicatib.ti§. the may, include shear walls;,matriage line ridge. ,beam supppO,pQsts,.and rim -oiate s. Check manufacturers set-uprequit6ments. Maximum pier height is, 48'.'. Except 36" maximum for single sections. Steep piers mustbe fastened to the I-beam with clamps provided with steel pier. [Jetigned for upAo. 7:12 roof ,81, ope. * Ekc6pt,20.deg.r69s-:max, :(4 37:12 pitch) for . 'sih le section, AE or' 9 . Pod Zone .A, AH Zone flood plain (riv.erine ot. inIan.d:flood-:area)iVax: floodVelocity.'-'l fps- No .waves, Bottom: of home main beam is at or above BFE; bottom of main beam -,max 36" above natural grade. Not suitable for V zones, coastal A Zones dr-floddWays. Install Tie Down- Engineering anchors- per -table .(on -page -8) to resist flotation. :Designed, to provide resistance to seismic Category Q &0 Earthquake Loads. Additional: for -Concrete Systems Pourers .',co*'n'cre"t'e:m'ust:.be. 2,500 PSI* minimum at 28 days. Square concrete- pads Miniftilurn is 18" wide by 1*2" de­ep'.:Rou'nd concrete pads mihimum..is 191"wide. by 14?`deep. Stripfootings to. ings Minimum is 18" wide by 14' by'6" deep:.Full slab.minirntim is V. )47cpmponents.- exceed, HUD code .8280.306g requirement's.,s ating."Arich6fing- eju i0ftlent. exom'ed'to weathering shall havernistance. to. weather detetiordti I on at least -equivalent toihaf-provid9d by. a:. -coAtin�g of zift.:on steel of not less than 0.30 ounces - per square. foot. of surface coating...." Nige. 2 of S GA 30336 1:349-0401 — - EN61NEERH Installation ®t X62 Ground Systems: 1. fde. njify.the number of systemsI beused^ort the:home.using the:chartprovided: 2, identify the location Where. Me systems will be installed. K 3: Clear all organic: matter and debris from the pad site. 4. Place U -bolts, through holes.'in pan provided. 5;.. Rlace pad centered under beam with the lateral strut.brackefitowards the inside of the home.. 6. Kress or.: drive:pan into. ground.' until level: and. flush with prepared surface; 7:, Build pier, according o:State,local or Home Manufacturers 'guidelines. (Figure, 1) 8.. Attach the end ofthe smaller:tribe to the'inside of pan usmg...U-bolt:&:huts. .provided 9. :Attach the: flag. end of the larger, tube. to the .opposite I beam; using the: "J".bolt over the top :of thea -beam With the nut & washer provided. (Figure 2) 10: Install a minimum .of four:(#1.2 x 1'" tek scre'ws)'self-tapping screws intoahe holes provi led in.th0 lateral strut.so that'ttie:awa tubes are connected'together. (Figure "1); J-BNut Olt &,Washer 1-314" 7u!''e a A. Lateral:5truts. Strut lag end). -1/2" Tube ##12x1'' p Tek 5cre►vs f=igure Z. U-6oit &..mountin Figuee 1- ,Bracket i tome O� #' k . 11.. Install. frame 'bracket clamps' to 1. beam on - p side:of bl6ck7pier Do not tighten:nuts atahis time:. y12. Attach longitudmal.stru#to 8 -bolt in pan ;using i3�n: n1 WYM. ` f d 13 I*r.tstrut in.the frame .bracket'clamp ::attach witF g e nut a bolt: Do not -tighten at this time . :. 14:" 0. Ah' Mr m' e. bracket clamp with the fastened anz strut outward to remove: any slack tighten. all nuts anti. bolts on the struts and bearii clamps: KS A W -Gro ''rid Pait Ground , s Detai.1 M21. Gr.6'urfd. Latbtaf System Mbef. 59306 Inc! . udes, 5" Strut; .pad.-:& hardware kit (050.3-29AAinud cli egall nuts'anid.bolts). Longitudinal Hardware: Kit Ra& .N'juMbeF-*.5 .9331 21 -beam: brackets 2`V�:boftos WitN all! nutsand bolts, ihidifi al: tbinbination P Part Number 59333 Ground a Hard Includes 5':Strut, ware Kit M LohgitudinaI.Sftut #59329), Lateral an'd Lo- M— .9; Udihdl Ha'd r ware. . Kit-with;,411 In.uts and bblts�. n ituid .:Str­Uts—fO'ri­,-L it itudihal.Systems :- Lo#5' 330-44 Part Str Ot, Pi . . . . . . . . . . N 0-4-4 .44" 4 Blotk8br,32" 59330 ''65. '65'.' �-&Blocks b'r 4-V �Itio, ent 59333: -bbuib'16-Sea Lo 'gitudindl'13. Bracket; 593.52 ' � ".M.—PP. A . 29329" 3 .1je:13earn1ater : al: ro nd" kit W -Q CR,, Beams use- - #559615 G.� 13eau: Bracket: kit k- :kit -' rac. 6t X.-i-2-Stabiliz . ati, 0 a n Pier' .P1q emen t;fb,r: TOu1 r g.t A2 PNer PI acceme.6f ht -4th 4th Single: �octh0 : .. &H 16 0me 000-'Udtiofi�'Home ff -80 06, Box) x) 4 W Systems 0-.6 T: 0: 68' -- 8V :4 -.'il2 :- S-ysfems, W. *2 Xi2 sy5terris can: be placed ei er dofthe.home. titer 4 ..Diagrams . repre5prit. mp esof double and tripla;s0tion offse ' ts.. Total size is determined by.the length of unit plus offset. The inumber of ystems ne,e0ed`would be based on Home Siz'& on the b. m; of 1. P49P 46 Offset Placement. to St 11 i®91: of M2 �Con 006-Ust MS! Identify the systems to be used on - htqy :number: of the home using the -c M.Prqv dpd., fia -2, Id ht Vfy the ':Idcatioil: where he 6 A Otetris 'Will: -be installed.. jbild.- pi er according 10. ,State,'Ldcal.'or Hom e,7,, Ma,ri'lufacturers guidelines. 4: Drill two I . - _. .. '. , X.- eep.,-.h - oles iwft:concrete ,using hol6s,irt gAiVaniizeid: bracket:as a guide. Atta(h.'bracKptlo cbricr6two 34/2!?- Wedge -' anchors ::provided:: Place. nut washer a chor; lea M %(6:0.no.ugh Mini f6.r,1to'2.,-th h''" ., reads showing ing.,on,top-of bolt using a hammer;. p thie:wedge bolts. into hole through bracket; leavibd but &W-asheir,flush, securing bracket with -bracket. Using a. 6481': s6dket.:Wrerlehi,tighlqrl.:W6d*9.6/ahtho'� bolt bi ket to..0h.c.rete.'. the,' 5. Aftach.th6bhdof-th smallerMbe t6thb-bracket mounted the. paq,usin the grade 5;'1%2".x. . : . . 0 1 e boft/nut�prqyioed, e: a en :� ,6. Attach'th" I Mbf the. WgprIbb6Ao'the o'positel�beam using the e 'U" bolt overAhe too of:the I�beam with the nut ,& w a qasoer provided. (Figyrell,next pago), 7.. install '.arhinimuM.;of bur#1-2 x 1 tekscrews) ,self-ta ppi' ing screws. into the holes, pr.ovid6dih1he lateral . strutso that-th 6tA.ro tubes are connected together .8. Install frame bracket. clamps on':l-beam on the inside of: N- k/Oier. oc 1, ft§6tt'§trut in frame bra-ck6t clamp and;attach'with- nut.& "I bot. Attach,.:qpposite: end to c'oficrete.'brackei - 10, Ou'll"the iframe "br. bracket arrio with t' as t6n6d§trut.outward.--to remove any slack. a clamp 1.1: Tighten all nuts: and "bolt s on system. D- C ,4 0 f„ • 1 t ` M, .Crus.. .jjS '® ... ail; r- i ' j • ', :. Part #5930. Xr`2or►crete. Irf "'u .5':Strut" 'B'ackeiti & Ha'r'dware Kit #5931'5 ;1 wrth .afl nuts and bolt:. System' 3 L�ngfta mal. Struts °6WhUbte' Systeifisq. ,9 Part No �' Length Pie y-lierght #59013 ; r sr `S ' v" 44: up tb 4 Bloeks ;{',r #59015' 6511 , x �--'' . } , ' Le�igi#ud'nal HOrdir�ace-Kai Part #5926 , Includes 2 ets per kit l :beam bracket; nuts, ._.'W bolts; And uvashe-rs Lateral and° lnttg ud��"'l Ca bbi�atibn '._fill,# ; �.•0 Part #59332 , ' ,_ , Ldngltudlnal F . Inclddes 5 :.Strut, L. onghdinal Strut (#593fi4).; ; strut . Concrete Longrtudlnal Lateral and ongrtudmaf ttarduvare:� '. f i Hardware Klt Kit.With;ali �iuts and bolts:. � F® D®able:'1 beard Atta`chnment ase i V. t?1 59352 Double Beam L6ngrtudinal. Bracket O f0 5.93294 [ubie:Beam Lateral)Concrefe.kitn y "" Nut &,usher. , ,: Bearn Clarip Figure ,, , • _ :� Lateral r A � ,, �` • "' _ x ' ' •'i . • � �'' St � K fir. �`�'���+fXpfy.t f - r R¢`o �u - i .. . . i '; LOYt�►tudlnal' ctr{��<'�._ a <t� Via, ��� - n1F,W-M. �"�25� eK FBearh' Wall ., • fig.. ktt». ' s��� R"au._ � � .� , _ _ .. - i.' .. 1ti2-.l6sta6ti,6n Placement IMF i 0 FEMA.Flood Zones A, AE &.AH Anchorplacementbe thesame on single ,brmdifiole-seefions:.Everii,yspa.Ced'from the: end pfunit(between .Xi2 ' When using concrete anchors, in Lieu of ground auger anchors, the Mass of Concrete Per Anchor ft. h from c art.would be: 21.1 Cu. Ft. (Exorripjo>'Tx­ 3'x'2:5''= 22.5' Cu. Ft., 2' dia.:x'3.5'= 22' Cu. Ft.) To Red6cethe Mass of Concrete,. increase the. number of tie downs proportionally onally To. Rdbt6:'toncrete to 11 " cu. k (Example:. 2,25' x-225' x 2.25'=11.4 Cu..Ft:) double required number of tie. downs .toncreie-Anchors - ConcrO 0;Rqst.-be25QGR hforn, slatf with:a 4'.*rnini and: must mum thi*ckhe`ss�: allow 4725 lbsof'V.6 ital-t8ij- h , without luting.. _..siop n- . ing.. mini mumAisiarice. o . Inc of w .from lhe.:anchor 'shaftto 6 0: .:an .0 ..0d9q',,of is 4" fr6mone edge and 6":from oth5r`edg6. MIJ2 an(hof is 00i.dqed:t6 be in§talledAhto.th#6 concrete:at7thel1ime. it is.'Ningooured.'51ab must be minimums thickness Pkhes allocation'Mder, anchor to allbw. 5 - ernbediffie d' ntof" "'to aiiefibr.,..MICS2anchor is-desigg6d*to.belhsfailed� An dr -place YCOW016. Drill. a 5/8"13" hol6j'nthd,�lab pl�c.e� expansion bolt in.hdie,, over boltOlightep untilj*�; irhu Wash6r.-atid, and -nut a hx m expansion*is.ac Remove nut , " d place and,washer dnd:'I�; fichdr�head over -exposed boltafid P, ce 'wAshe'r.and hut:back ohthreaded:bolt.and:tighten nut. 06 u" III d', A n 06 rs All Tram 6 -tie ground ..-anchorsmust bestabiflz.edto.preverit horizontal sliding through the.itoff.. 1. Position anchor atasij, ght*: . back angle to that I when Fully ihsthlied anchor - will be;insidie"�skirtin Twa"11; '2.'IFOrvertical 'or, stab stabilized (Geepset) anchors, fully drive anchor into -th6 . I �!-. -- - ... . anchors,.the :ground.Mbrizoritalffrarfig Tie)-:anchdrS install.21.3 of way in. ground and: mstallstabihzer plate vertical ly within 3''*4" of the shaft, p0rall6l to.horne. AM...."V...e.. .a.n....c.h.._o.rfully ..int0'gr.o.u.nduntil hedt6sts. on plate and attach. strap. strap to.0611:arthor'against plat withp'. hqad slightly overtop. Frame--Tie,witft'Buckle. Instal . l'-stP P..P.Y:PUshing.'theeend:betWeenthdihside of Th&frarrIe beam and Aoix 68:'bucile: aith . :UPpefdri -.ofthe 'T'bear6frarh6.W p..t1h efidof - et: d 0a e tqe'$ttap around ihq�tirbeam:. Thread th6:qnd ofthe.stir-90"tWt ' " hAha. slot i .' 11 oug .:iri"the-b,Ud.kie'Asl�h.owh.Pdsh.tife.ertd.dfth e strap in:between tfie "I" beam 'and 1lobr.. 3.." PU1116strap - MWhq certain. the. buckle stays, in position. Threatl'l Qose :60d`df.strap'through th6slofted tensioning bolt '.att6chbdAo the tension head df-aifdhoc. 4t6ti,sldfted'b.blta�tnin*m'U.rbi)f.4-5turns until all -tlack- jh'strap'!s removed., Flotafiqti-Anchbirs Total .Sihg!q Sectio1R R "ide Anchors PIrl 1 2"x 40, — `16' x.80' 2. Multiple Section. 20' x. 40' - 20'x 64' .2 24'x40' -24'x56' 2 Over 56' 2 28' x 401 - 28, x 48' '2 28'x49' -28x72' Over 72' 2 32'X:56'- 82':x 64' 2 Over 64, 2 M.02 "J" Anchor 3... Stabilizer Plate b ME-1—MUM MICIS2. Deepsbt Anchor* Soil Classification Chart Soil: tOiil:Dftc6Ofidn Recommended ClassClass4. Anchors wid Stabilizer$ Model # STO Description 2 Sedimentary and Foliated Rock M12255/8 255/8 MOO 30" x 5/8" rod / 2 4" helix M12233/4 59095 30"4" helix, x 3/4'.' rod 12 59.292. Stabilizer Plate. Sandy. Gravel and/or Gravel '59080 48-1 x.5*18"' :rod /I.. - 6." :helix (GW: I.W - Gravel - M121-15/8 G ::-and GP) M121-1314 .59085. 4&' x 314' rod/ 1 - 6'� helix Reepset 59091 30" ON' rod / 2.- 4" helix With stabilizer cap 50292'.''Stabilizer, Plate 4. S.Ah-di-Silty,.Sand, .0layqd Sand, M12H5/8, :59080: 48"':x.:518`' rod 1-.6".helix* Silty Gravel M12H3/4 21-13/4 59685M 48" x.'3/4�i' rodV- helix Deepset 59092- 36".x �.3/4 . " rod] .1 1 - 4!'&-1 I M142 691 �8, 42- 6'heii)(:,w'ith:'St'�bilizet:Ca'p,, M148 59086': 48!-..x 3/4" rod !.2 -.:4." helix 3L4" rod f 2 4-1 helix � 519,292, Stabilizer Plate - fthet tlassahchofs ...,can be used in lower classsoils.. Ekample;-Cla*' .4 dhchors:can -be used inS. The .-,. required flotation. anchors . shown in the table, are in addition to any or.hoild 'Vices required by the r", -down de rhAnu66ldrer*; S�e�r dire t' IN_ .,m0nS;4ullet5,p�ge.2of.8. Xi2 Hardware 6-kd* n rea ow 9593997-1 Hardware for $9306: Lateral System I' 845332 O-Rdit 1/2'13'x:2 0.: x! 2.49 thiead 1 -3/4 zinc - 4: 10556 Tek'Sdrew #12.x III 1. 106312. 0 X6011112;x5.1/2 grade gradg.5.zinc - 2 V64 O.ush-:'.- .Na/2 1 . 10826 ------------------------------- Flat:.W.mhef. I, '. x2",SS 1 1064:6Y . _ '651 ' * - . H-Ox,Nut: 1/2'=13_grade,5;zinc ­ ' Z ---------------------- '1 -.9 Nut 4' i" �v['S : " Hex 1/2 err,flan'ge: - . . . #59331 Li)ngithidi,n,jl:H.a'r'cIW6fO,-'t6t:-59306 . . . 77--!�!7 - - - - r-- �----------------------- - :2 , 272'4 '�O. Beam Clamp. Bate 4 5 44,' , Beam lamp. Top Flange. 8 10926 - Caftiage Bolt 1/2-12-x,1=.1/4 Full Thread 10 10646T Hex Nit V2-1 3 grade.5 -zinc 2- 1.6646 Carriage' BbItA/2-12 xi-21/2:Grade 5 2:- 84533Z: e U-B6ft-1/2-13 x.2:63:x 2'1'9 thr"'ad 1-3/4 zinc 4 10646 4 6 Push Nutt/2 4 ------------- 1:0519 'Hex*NtA I/T.' w/ Serr flange --------- * ------- ---------­--------------- i*§329:.fi kdwfor ,49333: Lat6MIAndton giWilinal'.66ifibination 1,59329-1 .. 59315-1 Hardware:Kjt 1 -5 9'.2-7,2"6 7'1;,Beiam -C;Ia'h'p`Bas e; .2 59272:2"; ' Bqan.CI9ml.Top Flange 4. 10926 Carriage Bojj4/2�12;-:x' 1:41.44611 t'htegd '5 j0646Y Hix Nut j/2-`13*Grade zinc 1 10901 .6 Carriage :Bolt 1/2=12'x.-2-1/2 Grade 5 zinc 1 .84533*Z' d-B6jj.jj2'-1'3 x,2 63:x-2 19 Thread 1-314 zinc.. .2 16640`- Push Nut 1/Z . 2 10519 M6x. Nut'i /2" W/Serfflahga #593.1.5-40ardwAre for Lateral Systbm 'J.'l/2:x5'-I/2�6'�.ad.e.5Zinc 1 106312 Bolt 1 1 ' 2107 -Flat Wa's'he'r.112".1 S'S. 4 .10556 Tek.Scfe%##1.2 x V 2: a i O64 6*Y Hex Nut j'j2x-13.-Gfade 5:�Zirib 1 . 10826 ------------------------------- Cartiage"Bolt 1/2.12 x'3ibra' 4e.75 zinc ----------- 4t'9'027* Hardware Kit for 593 11TIateral Systefii. 2'- 5., 3 - Way -Concre-te.Bra . cRet 4: .64 1053Y Wedge nchor 3/8 x ISO 1 .59315-1 Hardware Kit -----------7 -------- ---------------------------=---------- #59263-Lbfigitudina!Har.duvare.j'ar59302 '21 59272-1 Be-arn,I'a'- �C Op.BaS6 4. 592724 Beam Clamp;:To p* Flange 8. 10926. Uriiabi`Bolfl*/2-13'x 1=1%4:1`611 Thread zinc 12 1.6646 Hex Nut.1/2=13-Grdde.51 _-zizinc4 10801 .1 2;* da'Mage, Bolt -112"- 3 k7 . 2-; 1 j Grade 5'zinc --777 7 ,#513P4:Hardware -fdr 59332 La . Re . ral.dfidLbAjitudin-a_voo-`bj' rn nation ` -1 50264 W' :3 ay.Concrete Bracket' Z. 1,053Ved6o-An6hor q ' '0 :V V 9 " x 150 .1 .. 59315-1 Iat6ral'Hardware Kit i 59272-1 Beam Clamp Base .2 59272-2 ..Beam Clamp.Top Flange 4 -10926. Ca'.riage: olt1/2-11- xVVFull4firead' zinc 2 10801 Uffiage .6 10646Y ,Bolt12=13x,2 'Hex Nut 1/2=.13.GrAd.e 5 zinc. : I I , ��' S�, LAN �� M� ,� ....................._,- t ......................... ...._ __ .. ... . ... .. r -• ....... _ Refer to Ca4drnia Title 25 Sect�oj7 -REQUIRED SKIRTING FOR Skirting SHALL NOT be installed until all. . ... ... .. .. .. .. ... .. .. ... .. .. .. g MANUFACTURED HOME, DECKS AND , I :...._.;.... - -•- or ms actions have been roved for : manufactured home = PORCHES ._ .. _ r . X97 •—•Y .. ... ... - - ---------_.. .. .. Z . .. ..I.. .. .. -w - -----,,v-SEE ATTACH ED- I --CALIFORNIA CODE of �_.; .. ( ... I: CALIFORNIA HCD INFORMATION..-... �.... �..... _ - REGULATIONS TITLE 25 r .......�, BULLETIN 2009 003 MH IGNITION .. .. .. .. ._. ._ ( ) v• Re _....•_. .11� wsc-�l'• RESISTANT CONSTRUCTION.'' •••-••---••••'••�'-�'' •--••`�Requirements as amended by'the: 1. {..........I .......................... .. ................... .__.�. •....................�. -• •• ••• urjsdlctjon'a I to tFiis• ro•ect• •- J PP Y P J ... .. .. ... Q ..... . _ ... I Y : .......: ♦ .. ... ._ .. ... .._....Ate_{' ..4.... ..._ i.. .. y _ -ate, . y .. _.... Yei� Arm • � � - - :.. , _.- .. -L �. !!y.. .. }•_• . . {I - - : .... ............. control and ; Minimum erosion co See attached- ` .. .:.. ..... . =..... .: ..........................,........._....................... sediment controls for projects disturbing less: �...� .� .tY�... •fit, . acre .. .. �. �,: _ .. than one r_. ..........! - z� k 6 i �'_� .............:k- �.: ; `a. x ._ .. ... 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