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HomeMy WebLinkAboutBLD2022-01101 Final Solar - BLD Inspections - 9/21/2023 INSPECTION CARD Mason County 615 W. Alder St. Building 8, Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov PERMIT# BLD2022-01101 PROJECT ADDRESS 110 E Lavender Ln Shelton, WA 98584 PARCEL# 321367590062 PROJECT DESCRIPTION PV Solar ground Mount,8.88kW,2circuits OWNER KING RUSSELL ADDRESS 110E LAVENDER LN PHONE CONTRACTOR ADDRESS PHONE CONTRACTOR LICENSE LENDER INSPECTION INSP DATE Comments INSPECTION INSP DATE Comments BLD-Final Inspection TQ- I`j 2l ?oa S rlk�l -Fq�L S-1�a3 - aE� s¢e MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 40) COMMUNITY SERVICES 360-482-5269 Elma ext.352 Building, Planning,Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER:- ADDRESS/LOCATION: 110 E L,�4.Jt N0GK C./✓ FINDINGS: f for -ice CC :0 -et-, i0/' c. n Items listed above must be corrected to gain compliance. THIS IS NOT A COMPLETE INSPECTION This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. OK to Date:. S-L-23 ❑ Please contact our office regarding possible Department: &D structural damage incurred by recent Inspector: D ED "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 (�L;>2-02z —0110\ �(X��f11� 360 W. Dussel Drive ()U�J Maumee, OH 43537 architects & engineers IPI419.725.7161 IFI 419.725.7160 August 28, 2023 Subject: Solar Array 110 E. Lavender Lane Shelton, WA 98584 Structural Conformance Letter To Whom It May Concern, This letter is to certify that the subject project located at 110 East Lavender Lane in Shelton, Washington has been structurally evaluated per local design criteria and applicable building codes based on the dimension, methods and general arrangement provided in the drawing package titled RR18US-001 (stampedby TimothyJ. Worline, P.E.). The drawing package has been reviewed and found to be in conformance with the loading and stresses provided within the Solar Rack Structural Calculations for RR18US-001 (stamped by Timothy J. Worline, P.E.). Sincerely, )OHN 0 �& WASly�� i fin Timoth Digitally signed by Y Timothy J Worline Date:2023.08.28 tt J Worline ° ais99 �� 00:52:14-04'00' �Dc ST �sS�01VAL ell-Z73 TimothyJ. Worline, P.E cc: Mr. Thomas Worline, P.E. Mrs. Stacy Yatzek, PMP 0 tl 0 \ 1�O ._..�- . cif K ' W �'- r tom.. axz a` f � Xx DWI , L) b custom( Mason County Mason County - Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov B DD2022-01101 ROOF MOUNT SOLAR PANEL- RESIDENTIAL PROJECT DESCRIPTION: PV SOLAR GROUND ISSUED: 02/27/2023 MOUNT,8.88KW,2CIRCUITS SITE ADDRESS: 110 E LAVENDER LN SHELTON EXPIRES: 08/26/2023 PARCEL: 321367590062 APPLICANT: KING RUSSELL OWNER: KING RUSSELL 110 E LAVENDER LN 110 E LAVENDER LN SHELTON,WA 98584 SHELTON,WA98584 CONTRACTOR: SOLGEN POWER LLC 5100 ELM ROAD PASCO,WA99301 509.530.2369 FEES: Paid Due Final Inspection $80.00 $0.00 Technology Surcharge $1.60 $0.00 State Fee-Residential $6.50 $0.00 Solar/PV Base Fee $30.00 $0.00 Solar/PV Fee $19.00 $0.00 Plan Check Fee $80.00 $0.00 Totals : $217.10 $0.00 REQUIRED INSPECTIONS BLD-Final Inspection CONDITIONS Printed by:Ariane Paysse on:02/27/2023 01:59 PM Page 1 of 4 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 40 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov ROOF MOUNT SOLAR PANEL-RESIDENTIAL BLD2022-01101 ` The installation of solar(thermal or photovoltaic)energy systems to provide space heating or cooling, hot water and swimming pool heating shall conform to Chapter 23 of the International Residential Code, Chapter 14 of the International Mechanical Code, Uniform Plumbing Code, the International Fire Code, and be shall be listed and labeled in accordance with UL1703. Roof mounted panels shall weigh no more than 4 Ibs per square foot. Supports for solar panels are to be installed to spread the dead load across as many roof-framing members as needed to ensure that no point loads in excess of 50-Ibs are created. Panels may be installed on roof assemblies with a single layer of roofing material. Roof assemblies with more than one roofing material layer shall require an engineered analysis demonstrating that the roof will support the additional load of the solar panel system. Attachment to the roof shall be in accordance with manufacturer specifications provided during the inspection by the Mason County Building Inspector. Ground-mounted panels and modules, installation must be in accordance with the manufacturer's instructions and be available at time of inspection. Inverters shall be listed and labeled in accordance with UL 1741. Systems connected to the utility grid shall use invertors listed for the utility interaction Collectors and thermal storage units shall be listed and labeled to show manufacturer's name, model number, serial number, collector weight, collector maximum allowable temperatures and pressures, and the type of heat transfer fluids that are compatible with the collector. Connections to potable water supplies shall be provided with backflow protection in accordance with the Uniform Plumbing Code. Solar energy systems containing pressurized fluids shall be protected with a temperature and pressure relief valve and be protected from freeze damage. Systems shall be equipped with means to limit the maximum water temperature of the system fluid entering or exchanging heat with any pressurized vessel inside the dwelling to 180 degrees Fahrenheit. Solar energy collectors, controls, dampers, fans, blowers and pumps shall be accessible for inspection, maintenance, repair and replacement. The roof shall be constructed to support the loads imposed by roof-mounted solar collectors and shall be constructed of noncombustible materials, flashed and sealed to prevent entry of water, rodents, and insects. The building inspector may require additional information, including an engineered design, to verify that existing roof or floor construction are adequate to support the additional load of the solar energy equipment. When required provide an engineered design for inspection. " OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. " Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. Printed by:Ariane Paysse on:02/27/2023 01:59 PM Page 2 of 4 Mason County Mason County - Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov ROOF MOUNT SOLAR PANEL-RESIDENTIAL BLD2022-01101 Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28 and 14.17. * All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. * All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. * All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. * Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. * CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. * All building permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No more than one extension may be granted. * The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. * The Engineer of record must provide a stamped letter of final inspection prior to scheduling final inspection from Mason County Building Department. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: Af-ime M L%Lsse Contractor or Authorized Agent: ISSUED BY EMAIL. CONTRACTOR TO PRINTDate: 2/27/2023 Printed by:Ariane Paysse on:02/27/2023 01:59 PM Page 3 of 4 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov ROOF MOUNT SOLAR PANEL-RESIDENTIAL BLD2022-01101 Printed by:Ariane Paysse on:02/27/2023 01:59 PM Page 4 of 4 MASON COUNTY COMMUNITY SERVICES Permit No: 02L w ! (d PERMIT ASSISTANCE CENTER: •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98584 Phone Shelton:(360)427-9670 ext 352•Fax:(360)427-7798 Phone Bellair(360)275-4467•Phone Elma:(360)482-5269 BUILDING PERMIT APPLICATION PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: Russell King II NAME: Solgen Power,LLC MAILING ADDRESS: 110 E Lavender Ln MAILING ADDRESS: 5715 Bedford St. CITY: Shelton STATE: WA ZIP: 98584 CITY: Pasco City STATE: WA ZIP: 99301 PHONE#1: 9894293249 PHONE: (855)709-1181 CELL: PHONE#2: EMAIL: permittingAsolgenpower.com EMAIL: russking04@gmail.com L&I REG# SOLGEPL820BE ENP. 01 105 /24 PRIMARY CONTACT: OWNER❑ CONTRACTOR A4 OTHER❑ NAME Solgen Power,LLC EMAIL Permitting@solgenpower.com MAILING ADDRESS 5715 Bedford St Pasco City WA 99301 CITY Pasco City STATE WA ZIP 99301 PHONE (855)709-1181 CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 321367590062 ZONING LEGAL DESCRIPTION(Abbreviated) FIRE DISTRICT SITE ADDRESS 110 E Lavender Ln Shelton Washington 98584 CITY Shelton DIRECTIONS TO SITE ADDRESS E IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO❑ SNOW LOAD:_psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION❑ ALTERATIONV REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.) Residence IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS 4 NUMBER OF BATHROOMS 2 HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Port(s1 of Bldg)❑ NO❑ DESCRIBE WORK PV Solar ground Mount,8.88kW,2circuits SQUARE FOOTAGE:(proposed) 1ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.& OTHER sq.ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGEISEWER SOURCE: SEPTIC❑ SEWER❑ / NEW❑ EXISTING❑ PLUMBING IN STRUCTURE? YES❑ NO❑ Ifyes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NO[] EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal represe sen s t at a formation provided is accurate and grants employees of Mason County access to the above described property ure(s)for rem' ndtirtspECRt7if-f i i as null 8 void if work or authorized construction is not commenced w thin 180 days or if ortlCti n work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY M INS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE TH APPLICATION TO BE EXPIRED.(MASON X ��y�o � , O Pq�CODE 14.08.42) J�fW1h� Signature of O NER Must be si ned b th OWN Date EW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT �Z PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH CHANGES SUBMIT CHANGES FOR APPROVAL J SUNTECH PRIOR TO PERFORMING WORK Full Black Series 350-370 Watt 120 HALF-CELL ALL BLACK MONOFACIAL STPXXXS-B60/Wnhb MODULE 10U_'T WET ALL CURRMI WISHINGTON STATE CODES Features High power output High PID resistant Compared to 158.75 mm half- Advanced cell technology cell module,the power output and qualified materials lead to can increase 25-30 Wp high resistance to PID Excellent weak light Suntech current sorting performance I I process More power output in weak I i System output maximized by light condition,such as haze, reducing mismatch losses up cloudy,and morning to 2%with modules sorted& packaged by amperage Extended wind and now Withstanding harsh load tests environment Module certified to Reliable quality leads to a withstand extreme wind better sustainability even in (3800 Pascal)and snow harsh environment like desert, loads(5400 Pascal)* farm and coastline 6 1 cottons and standmds: UL 61 UL 730 k�tert•Ic Trust Suntech to Deliver Reliable Performance Over Time Special Cell Design •World-class manufacturer of crystalline silicon photovoltaic modules The unique cell design •Unrivaled manufacturing capacity and world-class technology leads to reduced electrodes • Rigorous quality control meeting the highest international standards: resistance and smaller ISO 9001,ISO 14001 and IS017025 current,thus enables higher • Regular independently checked production process from international fill factor.Meanwhile,it can accredited institute/company reduce losses of mismatch •Tested for harsh environments(salt mist,ammonia corrosion and sand and cell wear,and increase blowing testing:IEC 61701,IEC 62716,DIN EN 60068-2-68)** total reflection. • Long-term reliability tests • 2 x 100%EL inspection ensuring defect-free modules Industry-leading Warranty based on nominal power IP68 Rated Junction Box •98%in the first year,thereafter,for The Suntech IP68 rated years two(2)through twenty-five junction box ensures an Indust (25),055%maximum decrease from outstanding waterproof ryleadin911n MODULE's nominal power output level,supports installations ear warranty per year,ending with the84.8% in all orientations and in the 25th year after the defined reduces stress on the cables. •� WARRANTY STARTING DATE"** W High reliable performance, ,o zs • 12-year product warranty low resistance connectors •25-year linear performance ensure maximum output warranty for the highest energy production. 'Please refer to Suntech Standard Module Installation Manual for details. "'Please referto Suntech Product Near-coast Installation Manual for details. '•`Please refer to Suntech Product Warranty for details. CDCopyright 2020 •• • • 12020 CHANGES SUBMIT CHANGES FOR APPROVAL J SUNTECH PRIOR TO PERFORMING WORK STC STPXXXS-B60/Wnhb Maximum Power at STC(Pmax) 370 W 365 W 360 W 355 W 350 W 1039140.914210.081 _..------------------------------'--..._----- _.-._..--........................----------------------------- _._ 989138.941918.841 Optimum Operating Voltage(Vmp) 34.3 V 34.1 V 33.9 V 33.7 V 33.5 V x+aa ..............................-------------.. .... _......................-------•---------•--•-------.._...........-. (8 Optimum Operating Current(Imp) 10.79 A 10.71 A 10.62 A 10.54 A 10.46 A - - .................................._ ..........................---------. ...........---------•------.................. Open Circuit Voltage(Voc) 40.9 V 40.7 V 40.5 V 40.3 V 40.1 V 4-os.11,g.al P°dwhw B - -- .................I._._.I................- ... ................................................................... cwndngndr ®m Short Circuit Current(Isc) 11.49 A 11.42 A 11.35 A 11.28 A 11.21 A - -- .... -..._... -- - - ---- - ---_--•---......1-- - Module Efficiency 20.3% 20.0% 19.7% 19.5% 19.2% 8-14x919.55x0.351 T -------------------------....................----.......... ---................------...................------- 19.5%........ ................... \I3armo. Operating Module Temperature -40°C to+85'C -------------- -............._--................ ....-..................-........•.....-• -._...----.---•--.................--- Maximum System Voltage_______________ ________________________________1000V DC(IEQ .- - ----------------------------------- Section A-A (RearVew) Maximum Series Fuse Rating 20 A A r �A -- - ------------------ ----------- - - - - - ._ _......_.......... I o 0 0 Power Tolerance 0/+SW 0 box _ _ STC:ln dimwl000W/m',moduktempemum2SY.AM-1S, (eater 1. Tolerance a Pants is within+/-3%. _ NMOT STPXXXS-B60/Wnhb Section B-B Maximum Power at NMOT(Pmax) 278.2 W 274.3 W 270.7 W 266.8 W 2633 W --- - - - - - - - ----- ----- - m Optimum Operating Voltage(Vmp) 32.0 V 31.8 V 31.6 V 31.5 V 313 V .............................................----.......... . ........- .............. ----.............................. .................. m Optimum Operating Current(Imp) 8.69 A 8.62 A 8.56 A 8.48 A 8.42 A ------------------------------------._....... zo10.391 Open Circuit Voltage(Voc) 38.7 V 38.5 V 38,4 V 38,2 V 38.0 V ._....I....-------.....I......._..-------- ................. .................---........................-- .................. Note:mm[inch] Short Circuit Current 0sc) I 9.17 A 9.10 A I 9.04 A I 8.96 A 1 8.89 A NMUF Irradiance 600 W/m',ambient temperature 20'C,AM�1_%wind speed 1 nth OUST MEET ALL CURRENT Y1,MHINGTON STATE CODES __Temperature Characteristics-, Nominal Module Operating Temperature(NMOT) 42 t 2'C Current-Voltage&Power-Voltage Curve(370S) _. - -.__......._.... -- Temperature Coefficient of Pmax -0.36%/°C 12 -. �._. - - ._...__.... - ..... Tent nature Coefficient of Voc -0.30496rC 10 aso - -- - - ------.. ........ _......... Temperature Coefficient of Isc 0.05096PC 2. E - ._........ echanical Characteristics . 3 � ssa ao Solar Cell Monocrystalline silicon 166 mm ..------------. -------------....-------------------------------...--------...........----.._-------- 2 No.of Cells 120(6 x 20) ....._......_.._..........................----- ..........------ -----------............ ------- ------------------- Dimensions 1756 x 1039 x 35 mm(69.1 x 40.9 x 1.4 inches) >o° ............................................_............_......................._................-._.--.._.........._...... o to 20 n Weight 20.3kgs(44.8lbs.) v°ta9eM - ...................................-........................................... ...................................................... Front Glass 3.2.mm(0.13 inches)tempered glass -laoow/m�=anuwAar=aoowm -amwaF=amw .._.. - _.._.-----_------------------------ - ........ - Frame Anodized aluminium alloy _--------•-----.._......._._------------__..--__.._-.._...---.__-............--.. _..._.. ........... Junction Box IP68 rated(3 bypass diodes) ......................------...................................__.. -----..................................................... Out t Cables 4.0 mm2, Portrait(-)350 mm and(+)160 mm in length Landscape:(-)1300 mm and(+)1300 mm in length or customized length Connectors MC4 compatible Dealer information Container 20'GP 40'HC Pieces per pallet 31 31 -....... ....... ............................................................................... ..r container..... __ Pallets per 6 26-- -__-- _.._... ....... -......_.... ------------------ per e Pieces rcontainer 186 806 .....................---------------- - -.....................-------.... ......................................................... Packaging box dimensions 1786 x 1130 x 1203 mm Pa--g_.._.._._..eiigl - - ---------------•------------------------- .kg............................................. - Packaging box weight 679 kg Intonnati o^how so install and�peratethh pod-.availahle in the Installation instruction.All values indicated In this data sheet are subject to change without prior mt,The specifications may vary slightly.All specficatnns are in accordance Athstandard EN 50360.Color differences ofthe rnodules relativeto the figwes as well as discolorations of/in the modules which donot impab their proper functionngae possible and do not constitute a deviation from the specification. OCopyright 2020 •• / 2020 1111111@s Open Energy For All CHANGES SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK m y d i ,."',I T NGE—ALL CURRENT VIASHINGTON STATE CODES Microinverter Description _ _ Hoymiles 4-in-1 microinverter is one of the most cost-effective Datash module-level solar solutions,as it can support up to 4 panels at once and maximize the PV production of your installation.With the maximum DC voltage of 60 V,Hoymiles microinverter is a PV Rapid Shutdown Equipment and conforms with NEC-2017 and H M- NEC-2020 Article 690.12 and CEC-2021 Sec 64-218. H M-150 All of the three models listed are equipped with reactive power control and are compliant with IEEE 1547,UL 1741 and CA Rule21. Features Easy installation,just plug and play External antenna for stronger communication with DTU m With Reactive Power Control,compliant with CA Rule 21 High reliability,NEMA 6(IP67)enclosure, m Compliant with U.S.NEC-2017&NEC-2020 6000 V surge protection 690.12 rapid shutdown CHANGES Technical Specifications SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK Model HM-120ON HM-150ON Input Data(DC) Commonly used module power(W) 240 to 405+ 300 to 505+ Maximum input voltage(V) 60 MPPT voltage range(V) 16-60 Start-up voltage(V) 22 Maximum input current(A) 4 x 11.5 4 x 11.5 Output Data(AC) Peak output power(VA) 1260 1200 1500 1350 Maximum continuous output power NA) 1200 1109 1438 1246 Maximum continuous output current(A) 5 5.33 5.99 5.99 Nominal output voltage/range(V)' 240/211-264 208/183-228 240/211-264 208/183-228 Nominal frequency/range(Hz)' 60/55-65 Power factor(adjustable) >0.99 default 0.8 leading...0.8 lagging Total harmonic distortion <3% Maximum units per branch2 3 3 2 2 Efficiency CEC peak efficiency 96.7% CEC weighted efficiency 96.5% ^ J��frRT Nominal MPPT efficiency 99.8% WASHING rui,► S iA E CODES Nighttime power consumption(mW) <50 Mechanical Data Ambient temperature range(°C) -40 to+65 Dimensions(W x H x D mm) 280 x 176 x 33 Weight(kg) 3.75 Enclosure rating Outdoor-NEMA 6(IP67) Cooling Natural convection-No fans Features Communication 2.4GHz Proprietary RF(Nordic) Monitoring S-Miles Cloud' Warranty Up to 25 years Compliance UL 1741,IEEE 1547,UL 1741 SA(240 Vac),CA Rule 21 (240 Vac), CSA C22.2 No.107.1-16,FCC Part 15B,FCC Part 15C PV Rapid Shutdown Conforms with NEC-2017 and NEC-2020 Article 690.12 and CEC-2021 Sec 64-218 Rapid Shutdown of PV Systems *1 Nominal voltage/frequency range can vary depending on local requirements. *2 Refer to local requirements for exact number of microinverters per branch. *3 Hoymiles Monitoring System. ©2021 Hoymiles Power Electronics Inc.All rights reserved. Sense Energy Monitor Technical Specifications CHANGES Sense is a home energy monitoring device. It is SUBMIT CHANGES FOR APPROVAL used to measure current and voltage in the service PRIOR TO PERFORMING WORK mains and solar supply of your home. If installed outside, it must be kept dry and within specified temperature ranges.The Sense monitor should only be installed by a licensed electrician. MiZET ALL CURKI , i VIASI-IINGTON STATE COULD Monitor (Monitor Model Nos.SM3,SM3S) Compatibility:120VAC(90V-130V), 60 Hz Processor: 1 GHz ARM Wi-Fi: 2.4 GHz 802.11b/g/n Power Consumption: <5 watts,0.1 amps Dimensions: 5 3/8" H x 2 5/8"W x 1 1/4" D Weight: 220 g RH<90%; Elevation<3000 meters; ` Temperature: 0-50°C Current Transformers CAT III,300V,200A max May be used on uninsulated conductors Dimensions: 3 6/16"H x 2"W x 12/16" D Inside Diameter:1" Cable length:46" Power Cable 16 AWG(UL),THHN or THWN,600V. Cable length:14" Per UL requirements, the Sense energy monitor power cable itself is marked with all the required safety information, and compliance was verified as part of obtaining our safety certifications. It is jacketed with PVC to form a flexible power cord of UL type SVT, and marked as such. Certifications Certified to CSA STD C22.2 No. 61010-1 Conforms to UL STD 61010-1 Conforms to CAN ICES-3(B)/NMB-3(B) c ETA us � O * sense Intertek 5002148 A B I C D E I F G I H AERIAL VIEW ELECTRICAL NOTES GENERAL NOTES 1. WHERE ALL TERMINALS OF THE 1. PRIOR TO THE COMMENCEMENT OF ANY DISCONNECTING MEANS MAY BE WORK, THE CONTRACTOR SHALL NOTIFY *` ENERGIZED IN THE OPEN POSITION,A THE DESIGNER OF ANY DISCREPANCIES REVIEWED FOR t - COMPLIANCE SIGN WILL BE PROVIDED WARNING OF WITH THE DESIGN IN ANY CAPACITY. CODE THE HAZARDS. (PER ART.690.17) ESPECIALLY RECOMMENDATIONS, CODES, MASON COUNTY 2. EACH UNGROUNDED CONDUCTOR OF OR REGULATIONS& RULES OF THE BUILDING DEPARTMEP'; THE MULTIWIRE BRANCH CIRCUIT WILL AUTHORITY HAVING JURISDICTION,WHICH BE IDENTIFIED BY PHASE AND SYSTEM. SUPERSEDED THE NEC. _ r (PER ART. 210.5) 2. ALL DIMENSIONS TO BE VERIFIED BY 3. A NATIONALLY RECOGNIZED TESTING CONTRACTOR PRIOR TO COMMENCEMENT LABORATORY SHALL LIST ALL OF WORK. EQUIPMENT IN COMPLIANCE WITH 3. CONTRACTOR IS RESPONSIBLE FOR ALL ARTICLE 110.3. SAFETY PRECAUTIONS, OSHA N - 4. ALL WIRES SHALL BE PROVIDED WITH REQUIREMENTS ETC. FOR THE SITE, v STRAIN RELIEF AT ALL ENTRY POINTS INCLUDING EXISTING SITE HAZARDS. �` r + Rz�- INTO BOXES AS REQUIRED BY UL LISTING 4. SYSTEM IS GRID INTERACTIVE/INTERTIED T �� ? � 5. MODULE FRAMES SHALL BE GROUNDED VIA A UL LISTED POWER-CONDITIONING t `it ej^ � , N AT THE UL LISTED LOCATION PROVIDED INVERTER. r' IST "^EFrA� L �'".!RRENT !{ a BY THE MANUFACTURER USING 5. SYSTEM HAS NO ENERGY STORAGE OF L CODES UL-LISTED GROUNDING HARDWARE. ANY KIND, OR UPS. [;I, I 6. MODULE FRAMES, RAIL,AND POSTS 6. ALL SOLAR MOUNTING FRAMEWORK TO SHALL BE BONDED WITH EQUIPMENT BE GROUNDED. GROUND CONDUCTORS AND GROUNDED 7. FOLLOW MANUFACTURERS SUGGESTED AT THE MAIN ELECTRICAL PANEL. INSTALLATION PRACTICES AND WIRING M 7. THE DC GROUNDING ELECTRODE SPECIFICATIONS. CONDUCTOR SHALL BE SIZED 8. ALL WORK TO BE IN COMPLIANCE WITH RESIDENCE PHOTO ACCORDING TO ARTICLE 250.166B& THE INTERNATIONAL BUILDING CODES. 690.47. (IBC) r 9. ALL ELECTRICAL WORK TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE (NEC). H b � T - CHANGES THESE PLANS MUST BE ON THE JOB SITE 3 SUBMIT CHANGES FOR APPROVAL FOR INSPECTION = I PRIOR TO PERFORMING WORK u s H SHEET INDEX PV 1 COVER PAGE PV 5 PLACARD PV 2 PROPERTY VIEW CUT SHEETS ATTACHED PV 3 SITE PLAN PV 4 ELECTRICAL DIAGRAM DRAWN BY: DRAWING SCALE: CONFIDENTIAL-THE INFORMATION CONTAINED ZPM CUSTOM IN THIS PACKET AND SUBSEQUENT CUTSHEETS Russell King 11 DATE: DESIGN SHALL NOT BE USED FOR THE BENEFIT OF SOLGEN POWER S O L G N ANYONE OUTSIDE SOLGEN POWER. NEITHER 5100 ELM RD, 10/24/2022 SHALL IT BE DISCLOSED TO OTHERS OUTSIDE PASCO, WA 99301 1 P O W E R THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE P: 509-931-1663 110 E Lavender Ln, Shelton, WA 98584 PAGE# RESPECTIVE EQUIPMENT, WITHOUT WRITTEN PV 1 CONSENT FROM SOLGEN POWER. A B c D E F G H N MAIN HOUSE S THESE PLANS MUST BE 15 -6" ON THE JOB SITE CHANGES FOR INSPECTION SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK —24'-6" 23'-4" -0DE15 cf) 381'-8" PROPERTY LINE (E) REVIEWED FOR CODE COMPLIANCE MASON COUNTY BUILDING DEPARTMENT 21"-3" 0 ir Cn DRAWN BY: DRAWING SCALE: CONFIDENTIAL-THE INFORMATION CONTAINEE ZPM 3/128"= V-0" IN THIS PACKET AND SUBSEQUENT CUTSHEETS Russell King 11 DATE: DESIGN SHALL NOT BE USED FOR THE BENEFIT OF SOLGEN POWER S O L G c: N ANYONE OUTSIDE SOLGEN POWER. NEITHER 5100 ELM RD, 10/24/2022 SHALL IT BE DISCLOSED TO OTHERS OUTSIDE PASCO, WA 99301 1 P 0 W E p THE RECIPIENT'S ORGANIZATION, EXCEPT IN PAGE# CONNECTION WITH THE SALE AND USE OF THE P: 509-931-1663 110 E Lavender Ln, Shelton, WA 98584 RESPECTIVE EQUIPMENT, WITHOUT WRITTEN CONSENT FROM SOLGEN POWER. PV 2- A B C D E F G H N INDEX: 3 SYSTEM SIZE DC:8.88kVV 5 SYSTEM SIZE AC-7.20kVV W E ±40'OF CONDUIT 6 NUMBER OF MODULES:24 6 Al '';�nR -N-T S 4 i JDES MODULE TYPE.SUNTECH STP370S-B601WNHB 1 INVERTER- Hoymiles Series MODULES 0 N N UTILITY METER O2 MAIN SERVICE 0 REVIEWED FOR COMBINER BOX 0 CODE COMPLIANCE MASON COUNTY PRODUCTION METER 0 M BUILDING DEPARTMENT W AC DISCONNECTO CHANGES THESE PLANS MUST BE SUBMIT CHANGES FOR APPROVAL ON THE JOB.SITE PRIOR TO PERFORMING WORK FOR INSPECTION PER"if- 11T 2 CIRCUIT 1 � I CIRCUIT 2= DRAWN BY: DRAWING SCALE: CONFIDENTIAL-THE INFORMATION CONTAINE ZPM 0 11/256"= V- " IN THIS PACKET AND SUBSEQUENT CUTSHEETS Russell King II DATE: DESIGN SHALL NOT BE USED FOR THE BENEFIT OF SOLGEN POWER SO LG E. N ANYONE OUTSIDE SOLGEN POWER. NEITHER 5100 ELM RD, 10/24/2022 SHALL IT BE DISCLOSED TO OTHERS OUTSIDE PASCO, WA 99301 1 P 0 W E R THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE P: 509-931-1663 110 E Lavender Ln, Shelton, WA 98584 PAGE RESPECTIVE EQUIPMENT, WITHOUT WRITTEN PV 3 CONSENT FROM SOLGEN POWER. A B C D E F G H LOAD CALCS-TOTAL AMPS AVAILABLE MAX AC OPERATING CURRENT CALCS FOR HM-1200 BUS RATING 120% TOTAL MAIN BREAKER MAX BREAKER SIZE #OF MICROINVERTERS MAX OUTPUT CURRENT MAX AC OPERATING CURRENT 200A X 1.2 - 240 200A - 40A 6 X 5.OA 1=1 30.00A COMBINER BOX PANEL SIZE CALCS BREAKER SIZE CALCS NUMBER OF NUMBER OF NOMINAL OUTPUT CD 1OMBINE CIRCUIT S MODULES MICROINVERTERS CURRENT TOTAL 125% TOTAL TOTAL BREAKER SIZE MAX AC OPERATING CURRENT 125% TOTAL BREAKER SIZE CIRCUIT 1 12 3 X 5.OA = 15.00A x 1.25 = 18.75A = WA = 30.00A 1XI 1.25 1 x I 37.50A I=I 40A CIRCUIT 2 12 3 X 5.OA 1=1 15.00A X1 1.25 = 18.75A NOT2 0A UTILITY METER GLOBE ONLY(294551001).(EXISTING) REVIEWED FOR 2. 200A LOAD CENTER.(EXISTING) CODE COMPLIANCE 3. 60ARATEDNON-FUSED LOCKABLE AC DISCONNECT. MASON COUNTY UTILITY METER(E) 4. PRODUCTION METER.(NEW) 5. 125ARATEDCOMBINERPANEL.(NEW) REVISIONS 10/24/2022 BUILDING DEPARTMEN N 6. 200A MFG HOME MAIN FEEDER PANEL(EXISITNG) (RAT LITILITYALL CONDUIT SIZES ARE MINIMUM SIZES 1 RID(E) ALL WIRE SIZES ARE FOR COPPER THHN WIRE (2)8 AVVG (1)8 AWG EGC 2 EXISTING 3/4"EMT CONDUIT WIRE IN SERVICE PANEL(E) (2�AVVG (2)8 AWG (1)8 AVVG EGC (1)8 AWG EGC 3/4"EMT CONDUIT 3/4"EMT CONDUIT p 4 200 4 Q 1 MAIN SERVICE (h I I I� A / / DISCONNECT(E) W 12 SUNTECH STP370S-B601WNHB MODULES WITH HOYMILES HM-1200 MICRO INVERTERS 3 (2)8 AVVG (2)8 AVVG 4 (1)8 AVVG EGC (1)B AWG EGC 40A LOAD-SID f1, • • • W /�, 3/4"EMT CONDUIT _ 1 1 1 1 �= t40'TRENCHED 3/4"PVC CONDUIT SOLAR OCPD CIRCUIT#1 (Opposite end of the main disconnect on the busbar-NEC 705.12(B)( EXISTING WIRE FG HOME MAIN FEEDER . • . (2)12AVVG PANEL(E) (1)8 AWG EGC 34'EMT CONDUIT REVISIONS 10/24/2022 ti ti 12 SUNTECH STP370S-B60/WNHB MODULES 6 00A WITH HOYMILES HM-1200 MICRO MAIN SERVICE INVERTERS DISCONNECT(E) 1 . . . (4) (31 (2) 1 CIRCUIT#2 (2)12 AWG u7 (1)8 AVVG EGC REVISIONS 10/24/2022 I cn 3/4'EMT CONDUIT 1 ti —ti DRAWN BY: DRAWING SCALE: CONFIDENTIAL-THE INFORMATION CONTAINED ZPM NOT TO SCALE IN THIS PACKET AND SUBSEQUENT CUTSHEETS Russell King 11 DATE DESIGN SHALL NOT BE USED FOR THE BENEFIT OF SOLGEN POWER SO LG E. N ANYONE OUTSIDE SOLGEN POWER. NEITHER 5100 ELM RD, 10/24/2022 SHALL IT BE DISCLOSED TO OTHERS OUTSIDE PASCO, WA 99301 P O W E R THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE P: 509-931-1663 110 E Lavender Ln, Shelton, WA 98584 PAGE# RESPECTIVE EQUIPMENT, WITHOUT WRITTEN PV 4 CONSENT FROM SOLGEN POWER. A B I C D I E I F I G H CAUTION Main Panel Enphase Combiner Soladeck & Junction Boxes AC Disconnect _ POWER TO THIS BUILDING IS SUPPLIED FROM THE • �� .� . FOLLOWING SOURCES WITH DISCONNECTS SOLAR ELECTRIC SYSTEMCONIECIEU. A CAUTION . eucTacs�.oasw�zaw SOLAR CIRCUIT r �K - LOCATED AS SHOWN: ,.,,. LOAD Sun MAYM INLWAZO 110 E Lavender Ln,Shelton,WA 98584 _ Conduit: Every 10' 15i.ARPVSYSTEM >M MP"TM EQUIP .RM„MRUMOML &~ %T ,A VM, ►CAUTION PIS 0°MEOLL WYESCEE` I PHOTOVOLTAIC SYSTEM , N " COMBINER PANEL ( SOLAR CIRCUIT N MAIN SERVICE PANEL DO NOT ADD LOADS I s PV DISCONNECT • ! TLM WAD StjjWMSMTato if oFFKrsmDaMWDaM+ OWIPONER LR1MlY •• V15YSENNORFOLLM ` SFUptEihtlRGiITFfENRFY PV GPtM E6FCTP1C9YSTk�u i', SWITCH FOR • WARNING • �t tl RAPID SHUTDOWN WITH f, u SOLAR PV ARRAY WITH SOLAR PVSYSTEM AC MICRO INVERTERS MICROINVERTERS E{�t9lPPEOW1TIiLOCATED • ROOF PV SYSTEM kWh Meter GROUND MOUNTED PIDSHUTDOYM „ MODULES PHOTOVOLTAIC SYSCl) k\M1 METER ELECTRIC SHOCK(HAZARD '-••�3u'CaTM+S�'L1+'Q -.E r TOSwao TERMINALS ON THE LINE AND UTILITY METER 4L,'kfl["TlF+R?RY LOAD SIDES MAY BE ENERGIZED . ..Inside Pane) IN THE OPEN POSITION SO L G EN � • THESE PLANS MUST BE REVIEWED FOR P O W E R ON THE JOB SITE CODE COMPLIANCE 41 FOR INSPECTION MASON COUNTY BUILDING DEPARTMENT 6 11x 11 CHANGES SUBMIT CHANGES FOR APPROVAL L, PRIOR TO PERFORMING WORK � '""Z(_NT t JDES - - DRAWN BY DESIGN CONFIDENTIAL-THE INFORMATION CONTAINEE ZPM IN THIS PACKET AND SUBSEQUENT CUTSHEETS Russell King 1 SHALL NOT BE USED FOR THE BENEFIT OF SOLGEN POWER DATE: w ANYONE OUTSIDE SOLGEN POWER. NEITHER 5100 ELM RD, 10/24/2022 'I SHALL IT BE DISCLOSED TO OTHERS OUTSIDE PASCO, WA 99301 PAGE# THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE P: 509-931-1663 110 E Lavender Ln, Shelton, WA 98584 RESPECTIVE EQUIPMENT, WITHOUT WRITTEN PV 5 CONSENT FROM SOLGEN POWER. GENERAL COTES 11. 1T IS THE CONTRACTORS RESPONSIBILIT'i TO SURVE',TNG. SITE CLEARING, EROSION, SITE ELECTRICAL SPECIFICATIONS. PACKAGE COVERAGE - LOADING & DETERMINE THE APPLICABLE DESIGN CRITERIA FOR MAINTENANCE. ETC.., OR AN', OTHER ENGINEERING 5. IT IS THE CUSTOMERS RESPONSIBILIT', TO ENSURE IN THIS DOCUMENT, THE CONTRACTOR VALE BE THE PROJECT. THIS SHALL BE DONE UNDER THE NOT COVERED B'i THE STRUCTURAL ENGINEERING OF 10. ANCHOR POST TOLERANCES THE PROVIDED CORROSION PROTECTION IS ADEQUATE SETUP RANGES & CONSTANTS ,. REFEREED TO AS THE RESPONSIBLE PART','IN CHARGE GUIDANCE OF THE AHJ AND A CUSTOMER THE RACKING S',STEM). FOR THE THE SITE CONDITIONS AND LIFE OF THE OF THE ARRAY. THIS PART,MAY BE THE OWNER. CONTRACTED ENGINEER, PRIOR TO PURCHASE. AP 10.1. t 2" VARIATION IN HEIGHT. PROJECT, PRIOR TO PURCHASE AND AT THE TILT ANGLES: 20'. 25, & 30' BUYER, CUSTOMER, OR INSTALLER, USAGE OF AN',' OF ALTERNATIVES .AND THE JOI GROUP ARE NOT 5. AP ALTERNATIVES AND THE JDI GROUP ARE NOT THE 10.2. 3 2" VARIATION IN NORTH-SOUTH DIRECTION. CUSTOMERS EXPENSE. GROUND SNOW LOAD(PSF): 0 - 70 RESPONSIBLE FOR INCORRECTLi SU"ONG OR BUILDING GEOTECHNICAL ENGINEER OF RECORD. AP WIND SPEEDS (MPH): 110 - 140 THE AFOREMENTIONED TERMS ARE TAKEN TO BE AN', 10.3. J: 2" VARIATION IN EAST-WEST DIRECTION. ( ) i TO INAPPLICABLE DESIGN CRITERIA. ALTERNATIVES AND THE JDI GROUP ARE NOT 6. SEE CONNECTIONS DRAWING FOP. FASTENER TORQUE NAND EXPOSURE CATEGORY: C OF THE SAME GROUPS, BUT NONE INCLUDE AP 10.4, t 2'VARIATION IN POST PLUMBNESS. " ALTERNATIVES OR THE JDI GROUP. RESPONSIBLE FOR THE GEOTECHNICAL DESIGN OF THE VALUES. MAX SEISMIC Ss: 3.730 9 12. DESIGN CRITERIA NOT CONSIDERED BY THESE SITE (INCLUDING BUT NOT LIMITED TO SOIL ANAL)SIS, 11. ACCURATELY LOCATE AND INSTALL ANCHOR POSTS MAX SEISMIC S1: 1.390 9 2. THE CONTRACTOR MUST VERIFY ONSITE CONDITIONS,TO DRAWINGS OR THE STATE SEALED LETTER (BUT MAP ANALISIS OF THE SOILS ABILITY TO RESIST FORCES, BY SUCH METHODS AND EQUIPMENT SO AS NOT TO VERIFY CONFORMANCE TO CONTRACT DOCUMENTATION, BE REQUIRED BY THE AHJ) INCLUDE FLOOD LOADS, CORROSION ANALISIS, ETC.., OP, AN','OTHER IMPAIR THE ANCHOR STRENGTH OR DAMAGE ANCHORS PV MODULE: INCLUDING BUT NOT LIMITED TO:THIS DOCUMENT, THE IMPACT LOADS, DEBRIS LOADS. EROSION, EXPANSIVE ENGINEERING NOT COVERED BY THE STRUCTURAL OR ADJACENT CONSTRUCTION. ELECTRICAL MAX.PANEL WIDTH: 39.50" STATE SEALED LETTER DOCUMENT, APPLICABLE SOILS, FROST HEAVE, ACTS OF GOD, D',NAMIC ENGINEERING OF THE RACKING SYSTEM). MAX.PANEL LENGTH: 79.00" AUXILIARY DRAWINGS, AND THE INSTALLATION MANUAL. ANALISIS, AND AN, OTHER LOADING NOT EXPLICITL'r 12.INSTALLATION CONTRACTOR RESPONSIBLE FOP. ALL 1. UNLESS SPECIFIED BY CONTRACT DOCUMENTS, MAX.PANEL HEIGHT: 2.00" STATED AS BEING INCLUDED IN THE DESIGN OF THE 6. AP ALTERNATIVES AND THE JDI GROUP ARE NOT THE CONSTRUCTION EQUIPMENT, METHODS, AND .AP ALTERNATIVES AND THE J01 GROUP ARE NOT MAX.PANEL WEIGHT: 60.00 LBS 3 THE CONTRACTOR MUST VERIFi ALL FIELD DIMENSIONS RACKING. SOLAR DESIGN ENGINEER, OF RECORD. AP SEQUENCES. RESPONSIBLE FOR ANY WORK CONCERNING THE AND THE SHAPES AND SIZES OF STRUCTURAL ALTERNATIVES AND THE JDI GROUP ARE NOT ELECTRICAL SYSTEMS OR COMPONENTS, INCLUDING RISK CATEGOR,: i - MEMBERS TO ENSURE THE PROPER STRENGTH, FIT, 13. IT IS THE BU',ERS RESPONSIBILIT'. TO DETERMINE THE RESPONSIBLE FOR THE SOLAR DESIGN OF THE SITE 13.DISTURBED GALVANIZED SURFACES SHALL BE BUT NOT LIMITED TO, ELECTRICAL INSTALLATION AS MAX.FRONT LIP CLEARANCE: 36" SOLAR RACKING AND LOCATION OF THE STRUCTURAL WORK.CONDI TIDNS APPLICABILITY OF THIS DESIGN PACKET AND THE (INCLUDING BUT NOT LIMITED TO SHADING, EFFICIENCY, TOUCHED UP WITH AN APPROVED COLD GALVANIZING THEY PERTAIN TO THE RACKING HARDWARE, PV 20-345 COUNTY ROAD X WHICH MA'.' PREVENT THE PROPER EXECUTICN AND STATE SEALED LETTER MATH ALL LOCAL AND STATE ORIENTATION, PART SELECTION, TILT SELECTION, ETC.., COMPOUND OR EQUIVALENT. MODULES, OR THE SITE. RtDUAlE CORNERS,Ono 43555 COMPLETION OF THE WORK MUST BE REPORTED TO AP LAWS,PRIOR TO PURCHASE. OR ANYOTHER ENGINEERING NOT COVERED BYTHE ABBREVIATIONS (P) N,267Z2260 ALTERNATIVES, IN WRITING, BEFORE RESUMING WORK. STRUCTURAL ENGINEERING OF THE RACKING SYSTEM). 14.GOOD INDUSTRY PRACTICE SHALL BE USED IN THE 2. AP ALTERNATIVES AND THE J01 GROUP ARE NOT l(p)41916L5.1J ASSEMBLY OF ALL STRUCTURAL COMPONENTS OF THIS RESPONSIBLE FOR GROUNDING AND BONDING XWNAPALTERNATrtS.00M 4. AP ALTERNATIVES AND THE JDI GROUP IS NOT ADDITIONAL DOCUMENTATION PROJECT. COMPONENTS, OR THE REQUIREMENTS AND ADMOD ADVANCED MODULAR GROUND MOUNT RESPONSIBLE FOR WORK CONDUCTED BY OTHERS. INSTALLATION METHODS. AHJ AUTHORITY HAVING JURISDICTION ADDITIONAL E ENGINEERING DOCUMENTATION DEVELOPED FOR CONSTRUCTION 15. STOREPREVENT ALL PARTS AND COMPONENTS PROPERLY. ALT ALTERNATE. .ALTERNATIVE 5. WORK GONE B'i OTHERS INCLUDE BUT NOT BE THIS PROJECT& GENERAL DOCUMENTATION INTENDED TO PREVENT TRAPPING MOISTURE. PREVENT GROUND 3. ELECTRICAL COMPONENTS, INCLUDING THOSE FOP, LIMITED O EXCEPT E CON RACT OC CONTRACTED BE USED ON THIS PROJECT,CREATED BY OTHERS: 1. ALL CONSTRUCTION SHALL CONFORM TO LOCAL CONTACT. PREVENT DEFORMATION OR POTENTIAL BONDING GROUNDING. AND WIRE MANAGEMENT, ANSI AMERICAN NATIONAL STANDARDS INSTITUTE REaOYRaA TO 00 SO WITHIN THE CONTRACT DOCUMENTS. DAMAGE. PROVIDED BY AP ALTERNATIVES, ARE PROVIDED AS APA AP ALTERNATIVES LLC D I S T R I a U T ,0 K CODES, E CODE. THE INTERNATIONAL BUILDING CODE COMPONENTS ONLY. AP ALTERNATIVES AND THE JDI - t. PV MODULE INSTALLATION MANUAL, (PROVIDED BY PV AND FIRE CODE. MODULE MANUFACTURER). 16.17 IS THE RESPONSIBILITY' GROUP ARE NOT RESPONSIBLE FOR THEIR USAGE OR OF THE CUSTOMER TO INSTALLATION AND PROVIDE NO GUARANTEE TO THEIR APPD APPROVED s1RUCTORN ENOHEER 6 RECOW 2. LOCATION OF UNDERGROUND UTILITIES SHALL BE VERIF,,EASEMENTS, SETBACK,FIRE LANES, AND APPROX APPROXIMATE 5.1. SITE WORK AND DEVELOPMENT, INCLUDING 2. APA RACKING INSTALLATION MANUAL. VERIFIED PRIOR TO START OF WORK. OTHER,DISTANCES REQUIRED BY' THE AHJ. FAILURE TO LIFE OR ADHERENCE TO APPLICABLE BUILDING CODES. NOT LIMITED TO GRADING, CONSTRUCTION ROADS. PROPERLY VERIF','AND MARK SUCH DISTANCES MA'. ' ASTM AMERICAN SECTION OF THE INTERNATIONAL 4. ANi DRAWING, NOTE, OR DOCUMENTATION PROVIDED FENCING. SEEDING, EROSION CONTROL L`UU 3. PE STATE SEALED LETTER. 3. INSTALLATION CONTRACTORS ARE RESPONSIBLE FOR RESULT IN PROJECT DELA',S AND ADDITIONAL COSTS B'i AP ALTERNATIVES, REFERENCING AN', ELECTRICAL, ASSOCIATION FOR TESTING MATERIALS 5.2. ALL ELECTRICAL WORK. REVIEWING, UNDERSTANDING, AND FOLLOVNG ALL TO BE COVERED B'i THE CUSTOMER.DIRECTIONS, MEASUREMENTS, AND GUIDELINES GROUNDING, OR BONDING COMPONENT OR AZ AZIMUTH +*chiT+ca.a+e6ie.en INSTALLATION IS PROVIDED AS REFERENCE ONO, AND DESIGN RESPONSIBILITY CONTAINED IN THIS DRAWLING PACKET AND IN ANY 17.UNDER SPECIFIC CIRCUMSTANCES, TERRAIN AND SITE 81 DG BUILDING 5.3. ALL GROUNDING AND BONDING, SHALL NOT BE TAKEN AS PROOF OF AP DOCUMENTATION INTENDED TO BE USED IN PROPERTIES MAY INDICATE THE NEED FOR ADDITIONAL 353 W.11UssLL OR. ALTERNATIVES P.ESPONINEDI ES OR LIATRAC, EXCEPT CAD COMPUTER AIDED DESIGN CONJUNCTION MATH THIS PACKET. PARTS, W17H COSTS TO BE COVERED BY THE MAWEE,ON us1T 5.4. ALL SHADING AND PRODUCTION ANALYSIS. t. THE JDI GROUP IS THE STRUCTURAL ENGINEER, OF CUSTOMER. WHERE EXPLICI TIY DEFINED IN THE CONTRACT CMB COMBINER BOX +'7725.7161 ft 419.725.7160 , RECORD. DOCUMENTS. 4. G000 INDUSTRY PRACTICES ARE EXPECTED TO BE 6. SEE OTHER MANUFACTURER'S DRAWINGS AND USED IN THE ASSEMBLY OF ALL STRUCTURAL OC DIRECT CURRENT >csswu sEu/srAw INSTALLATION MANUALS FOR ADDITIONAL INFORMATION 2. AP ALTERNATIVES AND THE JOI GROUP ARE 5. MOUNTING OF ELECTRICAL EQUIPMENT TO AP ON THEIR PARTS, (IE. FOR PV MODULES, GROUNDING RESPONSIBLE ONLYFOR THE STRUCTURAL DESIGN OF COMPONENTS OF THIS PROJECT. STEEL ALTERNATIVES RACKING IS FORBIDDEN. DIA DIAMETER LUGS, D'iNOBONDS, ETC.). NE PACKING. AS PROVIDED AND LIMITED TO THE DWG DRAWING SEE 5. ALL WORK SHALL BE DONE IN A WORKMAN-LIKE GA SET HEREIN AND THE APPROPRIATE STATE MANNER,. APPROPRIATE SEALED LETTER. 1. ALL FASTENERS SHALL BE THE T'1PE AND SIZE (A) EXISTING _ J. INSTALLATION CONTRACTOR RESPONSIBLE FOR ALL INDICATED ON THE DRAWINGS. STATE STAMPED CONSTRUCTION -EQUIPMENT, METHODS, AND NOT RE 6. ALL CONTRACTORS MUST COMPLY WITH ALL FOR ENGINEER OF RECORD 3. AP ALTERNATIVES AND THE JDI GROUP ARE NOT THE CERTIFICATION SEQUENCES. APPLICABLE SAFET'i REQUIREMENTS WHILE 2. ALL BOLTS, WASHERS, AND NUTS SHALL BE EW EAST TO WEST DOCUMENT S ELECTRICAL ENGINEER OF ALTERNATIVES CONSTRUCTING. STAINLESS STEEL OR CORROSION-RESISTANT WHERE REQUIRED BY OWNER, CUSTOMER, AND/OR B. CUSTOMER, IS RESPONSIBLE FOR VERIF,iNG CORROSION AND THE JDI GROUP ARE N NOT P. SPON518LE FOR THE AU THORIT'i HONING JURISDICTION, MINIMUM INSPECTION C.C. GENERAL CONTRACTOR COMPATIBIUT'i WITH ANCHOR POSTS. ELECTRICAL DESIGN OF THE SITE (INCLUDING BUT NOT 7 AP ALTERNATIVES IS NOT LIABLE FOR THE SAFEr,OF EQUIVALENT. SHALL INCLUDE THE FOLLOWING NOTES AND TABLE LIMITED TO INVERTER SELECTION AND INSTALLATION, PERSONNEL, PARTS, MATERIALS, PERSONAL PROPERTY. 3. STRUCTURAL SHAPES, TUBING, AND COLD-FORMED BELOW. C.GND GROUND 9. DO NOT SCALE OFF OF THESE DRAWINGS. USE GIVEN PIPING& WRING, TRENCHING, BONDING. GROUNDING, OP, OTHER. SHAPES SHALL CONFORM TO THE ASTM GUIDELINES Ill GALV GALVANIZED DIMENSIONS MEN WRITTEN. DIMENSIONS POP,TRA',ED ETC... OR AN'i OTHER ENGINEERING NOT COVERED B'I INDICATED WITHIN THE SEALED STRUCTURAL PERMIT 1, ALL SPECIAL INSPECTORS SHALL BE RETAINED BY IBC INTERNATIONAL BUILDING CODE MATH A VARIABLE, MAY BE FOUND IN THE THE STRUCTURAL ENGINEERING OF THE RACKING B. CARE SHOULD BE USED WHEN HANDLING PV PACKAGE. OWNER/CUSTOMER. THE EXTENT OF THE INSPECTIO �\ APPROPRIATE TABLE, IN THE APPROPRIATE STATE SYSTEM). MODULES. ANY PANELS EXPOSED TO SUNLIGHT SHALL COMPLY WITH THE CONTRACT DOCUMENTS, ID INSIDE DIAMETER, SEALED LETTER. SHOULD BE TREATED 4S IF IT IS FULLY CHARGED. 4. ALL STRUCTURAL MATERIALS SHALL HAVE ADEQUATE BUILDING CODE REQUIREMENTS, AND LOCAL KW KILOWATT Lu a. AP ALTERNATIVES AND THE JDI GROUP ARE NOT THE MOST PANELS ARE CAPABLE OF PRODUCING 60OVDC CORROSION PROTECTION FOR THE ENVIRONMENL JURISDICTION. IT IS THE OWNER/CUSTOMER'S 10. WHERE THERE ARE MULTIPLE DIMENSIONS OR CIVIL ENGINEER OF RECORD. AP ALTERNATIVES AND DURING DAYLIGHT HOURS. ABOVE GRADE STRUCTURAL STEEL SHALL BE HOT RESPONSIBILITi TO GIVE PROPER NOTIFICATION TO MFG MANUFACTURER CRITERIA, THE MOST CONSERVATIVE APPROACH THE JDI GROUP ARE NOT RESPONSIBLE FOR THE CIVIL DIPPED GALVANIZED PER ASTM .A123 OR AN THE SPECIAL INSPECTOR AND PROCEED WITH THE MIN MINIMUM SHOULD BE TAKEN AS THE INTENDED. DESIGN OF THE SITE (INCLUDING BUT NOT LIMITED TO 9. CHECK MODULE SPECIFIC SPEC SHEET FOR APPROVED EQUIVALENT SHALL BE EVALUATED B'i THE WORK ONLY AFTER THE SPECIAL INSPECTOR'S Z 1 Q GRADING, ENGINEER. APPROVAL. MISC MISCELLANEOUS L--� MTD MOUNTED LL Q z Q FAILURE TO NOTIFY THE SPECIAL INSPECTOR MA'i MW MEGAWATT J Q- RESULT IN OWNER/CUSTOMER HAVING TO REMOVE ^ WORK FOR THE PURPOSE OF INSPECTION AT THE (N) NEW OWNER'S/CUSTOMERS EXPENSE. O w NEC NATIONAL ELECTRIC CODE W 3. SPECIAL INSPECTORS SHALL KEEP RECORDS OF ALL NO NUMBER O z ( Q u.e INSPECTIONS. RECORDS SHALL BE FURNISHED TO TH OWNER, ENGINEER OF RECORD, AND LOCAL NS NORTH TO SOUTH 'tom o JURISDICTION AS REQUIRED. R�., OD OUTSIDE DIAMETER W U O �- ~�- a. SPECIAL INSPECTIONS DO NOT RELIEVE OWNER FP9Ey PE PROFESSIONAL ENGINEER > W (� _J U '"Y'--� ADDITIONAL INSPECTIONS REQUIRED 8', THE AHJ. PV PHOTOVOLTAIC W Q Q tr REV REMSION !V r -' -- SPECIAL INSPECTION & TES?LNG SCHEDULE SCH SCHEDULE LL O SF SQUARE FOOT/FEET U I-\\\\\\ CONTINUOUS PERIODIC _ STRUCTURAL NSTEELmC EION SHCS SOCKET AEON CAP SCREW U - \\\ NATER!A_:DEN rv:canoN x SPEC SPECIFICATION NSTALLAnM OF HCH STRENCTH BOLTS x SS STAINLESS STEEL r I Gs LOm CONf$CTIONS X L�J EMBER SIZES AND PLACEMENT x STD STANDARD Z y ' f} GENERAL CCNF'JRMAI:CE WITH DESIGN DOCUMENTS X TBD TO BE DETERMINED c E Po/EN'DEEP FOUNDATION ELEMENTS T',P T',PICAL /ERIF!ELEMENr MATERIats,S¢L,LENGTHS GOMFL X Ul UNDERWRITERS LABORATORIES sHLE1 REvsws TH DESIGN DOCUMENTS Rfv UESCR VnOk DATE ' ' MINE------- CONDUCT ----- VD VOLTS DIRECT CURRENT DETERMINE CAPACITIES R TEST ELEMENTS k CONDUCT x C 7 -- i ADDITIONAL LOAD TESTS AS REO W WATT OBSERVE DRIANG OPERATIONS.MAINTAIN RECORDS X A:RIF!PLACEMENT LOCATIONS k PLUMSNESS x ow GOVERNING CODES & REFERENCE_ 8 APPROV DOCUMENTS E D v - , SHEET INDEX YiEAED CRA RE ARRROVEO 92E t 1. 2015 TEP,NATIONAL BUILDING CODE Nf A JDI J .� 5.00 JACHO-R RAL COVER sYER nAME - L A M 2. ASCE 7-10 - MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES s.n OVERVIEW-20'TILT GENERAL S.12 OVERVIEW-25'TILT STRUCTURAL NOTES i13 OVERVIEW-30'TILT SOLAR RACKING 3 FOR THE DESIGN - NORTH AMERICAN E ECIFlCAT ON vrarcr NU-II FOR THE DESIGN OF COLD-FORMED STEEL s.2o POSTS k HELXLSSTRUCTURAL MEMBERS 5.30 RAL PURUNSRP,D18US-001 aS.40 CONNECTIONS [A]. ® S T R S U T 1 0 N a, AISC-10- STEEL CONSTRUCTION MANUAL, 14TH ED. SSO SEACNG IMAGE FOR REFERENCE ONLY S.00 4 A MUST POEI~T ALL CURRENT WASHIN6TON STATE ODES- 5 P0� LE-r_ .. -� RACRRTG PR)YIM ��� PV MODULE QUANTITY 111��I _n a s � W SOLAR RACKING 20-345 COUNTY ROAD X RIDGEALLE CORNERS,OHIO 43555 i Lr (P) 419.267.5280 X # t t f (F)419.267.5214 wn.APALTERNATIVES.CCM RA/«/I�N�G�rTY�PE�///R�� �IIIIIl--- G ANCHOR(POST)SET QUANTITY RM/�/>•e MAX CANTILEVER SIRUCNIPAL ENdNEFN OF RECORD GROUND MAX POST SPAN-EAST/NEST THESE PLANS MUST BE MAX SPAN, SAMEAS MEASURED NTERUTO—CENTER.DGE OF PANEL TO POST CENTER. ON THE JOB SITE _ C & S DIMENSIONS FROM STATE LETTER AND REQUIRED SITE DESIGN CRITERIA. MAUMEE,ON 435337 POST QUANTITY, A. AS REQUIRED TO SATISFY DIMENSIONS C & S, ROW LENGTH, L, & PANEL QUANTITY P, PER TABLES IN STATE LETTER. FOR INSPECT I9 PI419.725.7161 n 419.725.7160 GE REFERENCE ONLY. NOT INDICATIVE OF REQUIRED QUANTITIES OR DIMENSIONS. D1 I ELEVATION VIEW (FRONT) — 20' SEE APPROPRIATE STATE STAMPED PARTS LIST D3 Al CERTIFICATION ITEM DESORPTION SHAPE 09A oms(N.) DETAIL S.aO SJO DOCUMENT/S 1 LONER MCHm PIPE 2.2 m/S20 2 UPPER HARD BR-FRONT PIPE T9 Bl/5.20 REVIEWED FOR 2 HARD BRACE PIPE 7.9 91/S.50 1 ---^� -------------, 4 EAST/NEST PURUN STRUT 1.625 R 1.625 D2/S.30 S NORTH/SOUTH CHORD GEE 4.5 a 1.155 E3/S.30 C M P L I A N C E 6 UPPER MCiM-REAR PIPE 1.9 Al/5.20 CODEO 7 CABLE BRACE-FRONT/REM CABLE 0.156 B2/sm MASON COUNTY _ z c� BUILDING DEPARTMENT _ v) Q �— � U m I � � FRONT (SOUTH TYP.) 15 I ---1 L--------------- J U PV MODULES REMOVED FOR CLARITY. S,40 Dt B41 PLAN VIEW — 20' T 3�VGpP s40 85 5/8" 4T 1'Z cJ /1 1/2" 4 Q 20• 0 6 A3 A4 32,IZ 5.30 �� SND:T REN9p16 - s Y / 80. ---� REY ocsarolaR DA,c I 42 3/8" 2 — _ 1 - 30" hi 3 s � 64 a s.4 APPROVED " l 6" — — — — —— — _ — — — — — ' I _ _ — _ — __ _ _ GROUND DRANN RENEWED APPR D OYID 9ZF s NF JR J D • y ^, BAIT NAME - 80" 7 D4 S.50 RACKING OVERVIEW 20' TILT• NOTES: PV MODULE & MODULE RELATED DIMENSIONS THIS DETAIL ARE MAX ALLOWABLE. SEE STATE LETTER FOR FURTHER INFORMATION. PR CT NU— .. ,_ •; n L7 , ADDITIONAL DIMENSIONS ARE NOMINAL FROM LEVEL GROUND. SEE NOTES SHEET FOR TOLERANCES. RRDI8US-001 r Al PROFILE VIEW — 20' A4 ELEVATION VIEW (REAR) — 20' DR--NOueER �• �r T E - S.11 A 4 c r+i :I DDES 3 6 c ROW ENGTH _ I P _ PV MODULE OUANTIn RA G PRONDER MOLAR RACKING20-345 COUNTY ROAD X u RIDGEVILLE CORNERS,OHIO 43555 (P) 419.267.528D (F)419.267.5214 WWW.APALTERNATIVES.COM - RAIXNG iIPE ANCHOR(POST)SET OUANTIn MAX CANTILEVER sTAucTUA,u EiarcTR aE AEcam - lawn NOTES:MAX CANTILEVER, C, MEASURED FROM EDGE OF PANEL TO POST CENTER. MAX POST SPAN-EAST/WEST "c6t`•"'"•iE•••" MAX SPAN, S, MEASURED CENTER—TO—CENTER. C & S DIMENSIONS FROM STATE LETTER AND REQUIRED SITE DESIGN CRITERIA. 360 W.DUSSEL DR. 3537 POST QUANTITY, A, AS REQUIRED TO SATISFY DIMENSIONS C & S. ROW LENGTH, L, & PANEL QUANTITY P, PER TABLES IN STATE LETTER. MAUMEE,off a IMAGE REFERENCE ONLY. NOT INDICATIVE OF REQUIRED QUANTITIES OR DIMENSIONS. pl 419.7257161 11419.725.7150 D1 I ELEVATION VIEW (FRONT) — 25• E SEE NT - APPROPRIATE PARTS LIST REVIEWED FOR WASHINGTON STATE CODES STATE STAMPED a ITEM DESOWPT7011 MC-EE4.5 DIMENSIONS(N.) DETAIL D� Al CERTIFICATION 1 LOWER MCHOR .2 Cl/S.20 CODE COMPLIANCE �3o DOCUMENT/S 2 UPPER ANCHOR-FRONT .9 B1/5.20 3 HARD BRACE .65 O2/s.50 MASON COUNTY ��----------, 4 EAST/WEST PURLIN A 1.625 D2/S.30 5 NORTH/SDUTH CHL1R0 s 1.188 E3/S.30 @ (A�.� .ZI 6 UPPER ANCHOR-REAR .9 AI/S.20 BUILDINV DEPART7 CABLE BRACE-FRONT/REM155 B2/S.50 Z W 0 ' U m C� FRONT (SOUTH TYP.) - 15��6 ��• I Z�1I$ 1 I 1 81 n � v 98 3/8" 5.40 D1 PV MODULES REMOVED FOR CLARITY. S.40 B41 PLAN VIEW — 25- - 0 ja - ,Iz 5 ~ �— �i o 4GNP 79 5/8" 25' -_ 4 clew� o 6 (A 3 A4 W s.3o s.30 (� 9 511EET AEN90NS - REY OESdUPtlgl MIE 42 3/8" SEEM 2 i 30 3 B4 '- s.2o j$ • APPROVED sn GROUND SPA1M REMERD APMO`hD 92E z SS 1 _ - _ - -- _ _ - - qk - - NF JR JDI D L 80" L 7 D4 SHOT,A,• a s.50 RACKING OVERVIEW 25' TILT NOTES: PV MODULE & MODULE RELATED DIMENSIONS THIS DETAIL ARE MAX ALLOWABLE. SEE STATE LETTER FOR FURTHER INFORMATION. PRO.ECT NAI9ER ADDITIONAL DIMENSIONS ARE NOMINAL FROM LEVEL GROUND. SEE NOTES SHEET FOR TOLERANCES. RRDI8US—()()1 a Al I PROFILE VIEW — 25' A4 ELEVATION VIEW (REAR) — 25' �ANN6NAlD �. S.12 A].' ti 12 4 g y ROW LENGTH 3 g iJ P PV MODULE QUANTITY i"G%10NDER - BOLAR RACKING 20-345 COUNTY ROAD X RIDGEVILLE CORNERS,OHIO 43555 (P) 419.267.5280 - (F)419.267.5214 WWW.APALTEANARVESCOM PAIXND lY1E YfY/ A cic oN C ANCHOR(POST)SET QUANTITY RPLL OWaR]OF PECOPD W D MAX CANTILEVER � — o — -- -- -- — — -- -- � -- -- — — — — -- — — -- — _ — _ _ GROUND NOTES:MAX CANTILEVER, C. MEASURED FROM EDGE OF PANEL TO POST CENTER. Efl Ae<hiP.<o.a..pau« MAX SPAN, S, MEASURED CENTER—TO—CENTER. 360 W.DUSSEL DR. C & S DIMENSIONS FROM STATE LETTER AND REQUIRED SITE DESIGN CRITERIA. MAUMEE ON 43537 POST QUANTITY, A, AS REQUIRED TO SATISFY DIMENSIONS C & S, ROW LENGTH, L, & PANEL QUANTITY P. PER TABLES IN STATE LETTER. IMAGE REFERENCE ONLY. NOT INDICATIVE OF REQUIRED QUANTITIES OR DIMENSIONS. PI 419.725.7161 N 419.725.7160 D1 I ELEVATION VIEW (FRONT) — 30' 'ir SEE APPROPRIATE CODE Uulv'FL STATE STAMPED CERTIFICATION MASON COUNTY °o +�! �� i✓cET ALL C11f+rZE 3o DOCUMENT/S PARTS LIST ITEM DEPARTME L DENCHOR N �� DIMENSIONS oEa BUILDING WASHINGTON STATE CODES = 1 LOWER ANCHOR PIPE 22 CI/5.20 2 UPPER ANCHOR-FRONT PIPE 1.9 BI/5.20 _ 3 HARD BRACE PIPE 1.66 C2/S.50 —_—� { EAST/WEST PURUN STRUT 1.625 x 1.625 D2/S30 �1 I 5 NORTH/SDUTH CHORD CEE 4.5 x 1.110 E3/SJO - C 6 UPPER ANCHOR-REAR PIPE 1.9 A7/S.20 7 CABLE BRACE-FRONT/REAR CABLE 0.156 92/S.50 ( ) 1 I o �Wf� I I -4 `/ O 1 I i 0 I 1 r-n FRONT (SOUTH TYP.) 1h 1g6 I -- 110 5/8" i �— i _ W D1I s S.40 --------------------� I 3/4" 11 TYP. GAP PV MODULES REMOVED FOR CLARITY. s.ao � Q Q = 30 B41 PLAN VIEW — 30' - - - o,. 5 ~ �- 4 6 88 1/2" Q - o � • A3 A4 - s.3o 1�g __ 1 miEr isms ep" T I I PLv xwmnox W1E e 42 3/8" 2 - 30" 3 APPROVED 6" 4 _ NF PrnEWm APPPovLW suf = GRCUNu JR JDI D > 80" — — — — — — — —— — — — — — — — — — — — — —T"ARE 7 RACKING OVERVIEW U sso 30' TILT NOTES: PV MODULE & MODULE RELATED DIMENSIONS THIS DETAIL ARE MAX ALLOWABLE. SEE STATE LETTER FOR FURTHER INFORMATION. R0fTN0°" ADDITIONAL DIMENSIONS ARE NOMINAL FROM LEVEL GROUND. SEE NOTES SHEET FOR TOLERANCES. RRD18US-001 R Al PROFILE VIEW — 30P A4 ELEVATION VIEW (REAR) — 30' 6 1J* 6. °' • S.13 I A s 1 2 3 4 5 6 t 3 4 6 d NOTES: a 1. TUBE MATERIAL, SPACER, AND WELDED HELIX LOWER ANCHOR POST ASSEMBLY: � 01.573' 50 KSI MIN YIELD STRENGTH, 1010 STEEL. 2. TUBE AND ANCHOR SYSTEM TO BE HOT DIPPED GALVANIZED TO ASTM A123 OR INLINE GALVANIZED 06.00 013/32" TO ASTM A1057. L + 3. ALL HARDWARE IS 300 SERIES STAINLESS STEEL. - 4. RECOMMENDED TORQUE VALUES FOR 3/8'-16 UPPER STAINLESS STEEL HARDWARE: � � - - SER. FLANGE ANCHOR POST 3/8-16 HARDWARE TO 19.6 FT-LBS 3 HEX NUT FLANGE , - SER. FLANGE 5. MIN/MAX TORQUE VALUES FOR STAINLESS STEEL HEX BOLT HARDWARE) 3/8-16: 17.5 - 21.5 FT-LBS SOLAR RACKING 20--345 COUNTY ROAD% 6. ANCHOR HELIX SHALL PENETRATE THE SOIL TO A RI00EVIllE CORNERS,0n0 43555 (F) 19.267.514 280 3/8"-16 DEPTH PAST THE FROST LINE AND TO THE DEPTH (F)419.267.5214 ANCHOR SPACER SER. FLANGE INDICATED AS MINIMUM TO ACHIEVE MINIMUM MMM.APALTFRNATIVES.COM WELDED HELIX HEX BOLT RESISTANCE TO TENSION, COMPRESSION, AND ASSEMBLY TENSION LOADS, PER THE STATE SEALED LETTER, WHICHEVER IS DEEPER. 7. INSTALLERS SHALL REFER TO STRUT AND POST R ��'7�'p _ SETUP SHEETS FOR LENGTH AND PLACEMENT LLl/VVLL//l1 ////44AA �3/1--16 DETAILS. , _ SEX. FLANGE REVIEWED FOR 5. LISTED EMBEDMENT DEPTHS, ARE ONLY TO EXCEED smucm"" -NER° REO"O HEX NUT THE D LOWER CODE COMPLIANCE TABLE.SPECIFICITS THE CUSTOMERS RESPONSIBILITY FROST DEPTHS, AS I CATED TO {�(� ANCHOR POST CONFIRM THE PROJECT FROST DEPTH, OR REQUIRED C�JJ M A O N COUNTY MINIMUM DESIGN DEPTH WITH THE LOCAL AHJ, BEFORE PURCHASING MATERIALS. ..s6+sssA. ..�+..ss. PROJECTED HELIX AREA (06.0") BUILDING D E PA RT M E N T9. DEEPER EMBEDMENT, THAN LISTED HERE, MAY BE • rT f•" LL CURRENT • IN BEARING: 26.5 IN2 (0.184 FT REQUIRED TO RESIST ANTICIPATED MAXIMUM LOAD 360 MAUM'. ON41DR. -14�I; .,,1n��•.�j VALUES, PER THE STATE SEALED STRUCTURAL NA.7161OH43537 19.7 A Pif,"fAA F�O�b ENDENT ON RACKING TILT IN TENSION: 22.7 IN 2 (0.158 FTZ) LETTER. IT IS THE CUSTOMERS RESPONSIBILITY TO I%at9.72s.nst X at9.2z5.7tco z CONFIRM THAT THE ONSITE SOIL CONDITIONS ARE n COMPATIBLE WITH THE PURCHASED HELIX SIZE, R.aEsso„,u six/s*uw Ell CONNECTION: POST-TO-HELIX - D3 TOP VIEW: 6.0" HELIX ASM. D4 SIDE VIEW: 6.0 HELIX EMBEDMENT, AND REACTION VALUES (FROM THE STATE SEALED LETTER). SEE 10. PILES MUST BE DRIVEN TO FULL DEPTH, OR THEY APPROPRIATE ARE CONSIDERED A FAILURE AND AN ADDITIONAL STATE STAMPED (1.00") 013/32" THRU C3 I _ ANCHOR OR ALTERNATE ANCHORING METHOD MAY CERTIFICATION (2) PLACES 5.20 (1.00") 02.20" tH9§9 PANS MUST BE BE REQUIRED. DOCUMENT/S APPROX. 90.0' ®N E C)B SITE 11. SHALLOWER PILE A CUSTOMER MAY ONLY D USED • ` e� (vim` IF APPROVED BY A CUSTOMER CONTRACTED 6.00 HNICAL ENGINEER. INSTALLING A - GROUNDFFAf! INSPECTION FOUNDATIONS INLCENSED ANYMETHOD OR DEPTH LESS _L - - --- THAN THOSE LISTED HERE, IN THE STATE SEALED N T VOID THE WARRANTY LETTER, AND COMPANION OF THE FOUNDATION, THE �J O RACKING SYSTEM, OR ANY OTHER PART. L� - 12. ANCHOR POST INSTALLATION Q F- 12.1. ACCURATELY LOCATE AND INSTALL ANCHOR SOIL POSTS BY SUCH METHODS AND EQUIPMENT SO NOTE: LENGTHS VARY, SEE SHEET NOTES T AS NOT TO IMPAIR THE ANCHOR STRENGTH OR Q DAMAGE ANCHORS OR ADJACENT rr- Cl PART: LOWER ANCHOR POST C31 SEC.: LOWER POST H CONSTRUCTION. FROST DEPTH 12.2. INSTALLATION CONTRACTOR RESPONSIBLE FOR ~ U7 ALL CONSTRUCTION EQUIPMENT, METHODS, AND Z SEQUENCES. 0 83 013/32" THRU 5.20 SHA (2) PLACES D3 12.3. DO CHEDISTUREU PAWITH IANGLVANZEDAPPROVEDSURFACESCOLDLL BE 01.90" 5.20 GALVANIZING COMPOUND. _I 12.4. INSTALL ANCHORS TO MINIMUM DEPTH AS Q Q REQUIRED, MINIMUM VALUE OF THIS SHEET, THE - - - 1� STATE SEALED LETTER, OR THE LOCAL AHJ. „ B T 13. HELICAL ANCHOR POSTS SHALL BE INSTALLED SO �- s ^ THAT POST TOLERANCES ARE MET, AND THE POST ]{� 'ICJ./A/1 DOES NOT DEFORM EXCESSIVELY, SO THAT THE RACKING CANNOT CONNECT TO THE POST. Q (1.0") 5.1 HELIX 10 DIA. 14. ANCHORS DRIVEN TOO SHALLOW OR TOO DEEP WILL LJ� 42.5" LENGTH 6.00" NEED TO BE REMEDIED (AT THE CONTRACTOR'S F MUST SIT AT OR BELOW FROST DEPTH B1 PART: UPPER ANCHOR POST - FRONT 163 SEC.: UPPER POST B4 VIEW: POST EMBEDMENT 15. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE LOCAL DESIGN FROST DEPTH, AND a T acesoxs 3 DETERMINE THE LOAD CAPACITIES OF THE SOIL. RE" F 16. THE CONTRACTOR IS RESPONSIBLE FOR ANY _ 013/32" THRU B3 EMBEDMENT TABLE HDAMAGE ITTING TO THE PILE AFTER DELIVERY, INCLUDING (4) PLACES S.20 INCORRECTLY INSTALLING RESULTING IN DAMAGE, 20'HOLE 25' HOLE 30'HOLE DESIGN FROST H T OR OTHER. DEPTH b (PER AHJ) MIN.EMBEDMENT TUBE LENGTH 17. PILES ARE DESIGNED TO SOIL CONDITIONS STATED s <30" 30" (35.5") IN IBC 2012. THE CUSTOMER SHALL VERIFY SITE CONDITIONS MEET MINIMUM REQUIREMENTS. AP A P P R O V E D c? - - - - - - - - - - <36" 36" (41.5") ALTERNATIVES AND THE JDI GROUP ARE NOT _ RESPONSIBLE FOR IMPROPER PILE CHOICE OR wrnu�u sa 542" 42" (47.5") INSTALLATION. NF JR JDI D ' 548" 48" (53.5") s (t.0") 13 8„ 11 5.0" 560 60" (65.5) ANCHOR POSTS & a 22,0" HELIXES 9 88.5" LENGTH mwccr nuwe n RRD18US-001 A Al PART: UPPER ANCHOR POST - REARvi S.20 A 1 2 3 5 i t2 4 6 NOTES a 1 00" 1. STRUT PURLIN MATERIAL AND FINISH ARE E1 MANUFACTURED TO SPECIFICATIONS THAT EXCEED 5.30 OUR STANDARD PRODUCT WARRANTY. 2. ALL PURLINS GALVANIZED TO CONFORM TO A MINIMUM THICKNESS DESIGNATION EQUAL TO G90 O O O O O O OR INLINE GALVANIZED TO COMPARABLE THICKNESS 1.19 000 000 000 000000 000 AS PER ASTM A1057. - O O C� 0 0 3. ALL PURLINS MANUFACTURED USING ASTM A1011/A1011M STRUCTURAL STEEL. R. H 136.0" 4. MINIMUM STEEL Fy YIELD STRENGTH OF STRUT 4.50" PURLINS TO BE 50 KSI. • 5. MINIMUM STEEL Fy YIELD STRENGTH OF CEE SOLAR RACKING E1 SECTION: NS (VERTICAL) CEE PURLIN E3 PART: NS CEE PURLINS - CHANNEL To BE So KSI. EVILLE NS. O z RIDGENLLE CORNERS.OHI S, 0 43555 ' - - 6. LENGTH OF CUT STRUT PURLINS VARIES BY (P) a19.26z525zeo PROJECT AND LOCATION WITHIN ARRAY. LENGTH OF (F)419.267.5214 PURLINS DOES NOT AFFECT STRUCTURAL CAPACITY. 11YIMAPALTEANARVESCOM 7. PANEL DIMENSIONS VARY. REFER TO R�IMRIG LYPE (132.0" TYP) C3 MANUFACTURER'S SPEC SHEET. MIDCLAMP PV MODULE S.30 ASSEMBLY B. STRUT PLACEMENT IN RELATIONSHIP TO PANEL BaVYAW DICTATED BY MANUFACTURER, SEE o REVIEWED F O R MANUFACTURER'S INSTALL MANUAL. smuc.uR,u ENtlNEER a Rccam STRUT WIDTH -- 9. CLAMP PLACEMENT DETERMINED BY STRUT 1.625" CODE COMPLIANCE w PLACEMENT. ( ' ' ____ _________ _ MASON COUNTY 0 -________________�; ��___ 10. ENDCLAMPS MUST BE INSTALLED AT BOTH ENDS OF �eehE�.e�. O 1 .1 THE ROW, AT THE EAST AND WEST END (TYP.) OF 3.00 BUILDING DEPARTMENT EACH STRUT. 1so W.o 1s EL DR. oR STRUT HEIGHT Dl 1.625" 4.00 S.30 11. STAINLESS STEEL HARDWARE) M ID W..E,ON . PI 419.725.7161 H 419,725.7160 NOTE: OVERALL LENGTH MAY BE SHORTER, AS REQUIRED PER PROJECT NOMINAL TORQUE VALUE Dl SECTION: EW STRUT D2 PART: STRUT CHANNEL WITH LONG SLOTS M8-1.25: 15.6 FT-LBS RROE49pNA Aµ/Si Jq MIN/MAX TORQUE VALUES jl 1 1 11 M8-1.25: 14.0 - 17.5 FT-LBS SEE ----------------JL- 1--;(------------------------ APPROPRIATE 12. KEEP ENDS OF TRIMMED STRUT PURLINS UNTIL END STATE STAMPED OF PROJECT FOR USE ON REMAINING ROWS. CERTIFICATION PANEL GAP --- -----f====-------====-r-------------------- --- DOCUMENT/S 0.75" ---- 1 13. STRUTS SHALL EXTEND APPROXIMATELY 4" PAST PANEL EDGES TO ACCOMMODATE END CLAMPS. ---- THESE PLANS MUST BE 14. ENSURE ALL STRUTS SPAN MINIMUM OF ONE (1) ON THE JOB SITE ANCHORS -------------------------- w FOR INSPECTION 15. FOUR (4) ROWS OF STRUT PURLINS PER RACK Z ------------------- -------------------------------- 16. STRUT ENDS MUST BE AT LEAST 4" FROM ANCHOR CENTERS (TO PREVENT INTERFERENCE BETWEEN SPLICE AND BRACKET) STRUT LOCATION SUPPORT STRUT PURLIN VARIES PER PV 17. SPLICES SHALL NOT OCCUR IN THE CANTILEVERED MANUFACTURER PORTION. SEE S.40: Al & A4 C3 CONNECTON: PV-TO-STRUT C5 CONNECTION: PV-TO-STRUT f- Cf-) • 4arEET ALL CUr%'XLNT - � a M8-1.25 VIASHINGTON STATE CODES °°ee°°--------------------- HEX HEAD CAP SCREW M8-1.25 HEX HEAD (OR SIMILAR) -J C PANEL GAP CAP SCREW Q Q VARIES 0.75" TYP. LOCK WASHER _ LOCK WASHER ADJUSTABLE U ENDCLAMP _ o ------ - Q CHANGES `" F�' W MIDCLAMP SUBMIT CHANGES FOR APPROVAL ^ ncv ocsasnw wa PV MOUL HIGH PRIOR TO PERFORMING WORK CHANNEL NUT °e°e°°eeeeee°e°eo�e°eo APPROVED oR•RN REMERD •wRm4u 9iE STRUT CHANNEL NUT - NF JR la D �1 �2.0" OVERHANG - 4.0" sacr Nw - STRUCTURAL ' ^ - PURLINS NOTE: MAY NOT BE REPRESENTATIVE OF INSTALLED ENDCLAMPS RRDI8US-0 Al ASSEMBLY: PANELS TO EW STRUTS - BOTTOM VIEW A31 CONNECTION: MIDCLAMP A4 CONNECTION: ENDCLAMP �- S.30 A g 1 2 3 4 - NOTES P E/W STRUT PURLIN 1. RECOMMENDED TORQUE VALUES (FOR 3/8"-16 SERRATED FLANGE BOLT STAINLESS STEEL HARDWARE) 1.1. 3/8-16: 19.6 FT—LBS 3/8"-16 SERRATED FLANGE BOLT 2. MIN/MAX TORQUE VALUES (FOR STAINLESS ® 3/8" FENDER WASHER 2.1. 3L/8 A 6:HRD 17.5 — 21.5 FT—LBS 4 ANCHOR POST 3. DEPICTED HARDWARE AND PART PLACEMENT NOT INDICATIVE OF PREFERRED OR REQUIRED RA KING PRDNDER - POSITIONS. 4. TILT ANGLE IS SETUP BY ANCHOR POST E/W STRUT PURLIN HEIGHTS. SOLAR RACKING y CHANNEL 5. CEE CHANNEL PURLIN ALLOWS FOR HEIGHT RDG20-34 ENLLE CORNERS,DHO 43555 NUT ADJUSTMENT, FORWARD/REAR ADJUSTMENT, (R) 419.267.5280 AND MULTIPLE TILT ANGLES. (E)419.287.5214 WWWA)419.2N7,5214 COM 3/8"-16 6. OTHER SPECIFIC CONNECTIONS ELSEWHERE IN HORIZONTAL SERRATED DRAWING SET. RAawc ttP STRUT FLANGE 3/8"-16 SER. BOLT 7. STRUT PURLINS MUST CONNECT TO THE QQ����t�/�VQQ�� FLANGE NUT CORRECT HOLES IN CEE CHANNEL (INNER, //�PL/Y//�C�7i MIDDLE, OR OUTER TYPICALLY), AS DETERMINED BY PV MODULE MANUFACTURERS smueRURu eNaNme oP RccUrm ALLOWABLE CLAMPING ZONE. SPLICE L8. USE CORRECT NOMINAL HOLES IN CEE TO N/S CEE PURLIN CONNECT TO ANCHOR POST, AS INDICATED. P ® ADJACENT HOLES AND SLOTS FOR FIELD .re6t.•es.a.aata..e. ADJUSTMENTS. 3/8"-16 SERRATED 9. SERRATED HARDWARE MAY BE REPLACED WITH 360 W.DUSSEL DR. FLANGE NUT N/S CEE PURLIN EQUIVALENT HARDWARE WITH WASHERS IF MAUMEE,OH 419.7 NECESSARY. p a19.72s.n61 419.725.7160 :. D1 CONNECTION: CEE—TO—POST D3 CONNECTION: STRUT—TO—STRUT SPLICE D5 DETAIL B1 FRONT VIEW RRD 650N1 5FA STAYR SEE APPROPRIATE v_.' vi// RE VI WED FOR STATE STAMPED 3/8"-16 SERRATED /// E/W STRUT SERRATED CERTIFICATION FLANGE BOLT lll%%% COD PURLIN FLANGE BOLT DOCUMENT/S COMPLIANCE20° ® MASON COUNTY 20° BU[LDIN 3 DEPARTMENT 25° z 25° � O Q E/W STRUT PURLIN Q 3/8"-16 ~ �) CHANNEL NUT 3 "-16 — THESE PLANS-MUS fu 8z o ® \\\ USE SLOTS TO ADJUST CEE USE SLOTS TO ADJUST CEE ON THE J08 SITE ® `N/S CEE PURLIN UPWARDS OR DOWNWARDS UPWARDS OR DOWNWARDS FOR INSPECTION � U RpNj Q Q �E F SUBMIT CHANGES FOR APPRO HOLES IN CEE CHANNEL ARE NOMINAL CONNECTION POINTS HOLES IN CEE CHANNEL ARE NOMINAL CONNECTION POINTS -------------------------- PRIOR TO PERFORMING WO IK USE ADJACENT HOLES TO ADJUST CEE FORWARDS AND BACKWARD. USE ADJACENT HOLES TO ADJUST CEE FORWARDS AND BACKWARD. N/S CEE PURLIN � w USE CORRECT HOLE FOR THE NEEDED TILT ANGLE. USE CORRECT HOLE FOR THE NEEDED TILT ANGLE. C/7 g B1 CONNECTION: STRUT—TO—CEE B3 DETAIL: CEE—TO—POST ADJUSTMENT B4 DETAIL: CEE—TO—POST ADJUSTMENT B6 DETAIL B1 SIDE VIEW R-9 R�,DESD.IPrDN °A,E 5 � � F MIN. 1.5" o O O _ O O O O O s APPROVED e O CONTRACTOR/CUSTOMER O O DRAm RENENED 1771 RPRo tR su INNER 41.0" MAY CUT OFF EXCESS INNER — 32.13" NF JR JDI D $ I MATERIAL IF DESIRED. —1 u MIDDLE — 47.5" lk LEAVE MIN. 1.5" lik MIDDLE — 38.63 CONNECTIONS CLEARANCE FROM CUT OVERVIEW TO INDICATED SLOT OUTER — 54.0" EDGE. OUTER — 45.13" PRaccrNuxxn RRDI8US-001 a Al DETAIL: STRUT—TO—CEE MODULE CLAMP ZONES — 72 CELL A DETAIL: STRUT—TO—CEE MODULE CLAMP ZONES — 60 CELL DRAwNDNON9ER :A] S.40 2 3 4 5 a 6 NOTES: a IMAGE FOR REFERENCE ONLY UPPER ANCHOR POST 1. HARD BRACING TO BE INSTALLED BETWEEN EVERY NORTH AND SOUTH ANCHOR SET. (1007) - 2. EAST/WEST CABLE BRACING (VEE BRACES) TO BE INSTALLED IN THE SPACE BETWEEN ANCHOR SETS (BAY), AT THE FRONT AND REAR. CABLE BRACE 3. CABLE BRACING SHALL BE INSTALLED TAUT. IT DOES NOT KEEP MEMBERS IN TENSION, BUT IT IS A MOTION LIMITING ELEMENT. RAa we RRoaoER BRACE CLAMP TYP 2 PER CABLE BRACE Adam4• BRACE CLAMPS TO BE LOCATED AS SHOWN IN � OFFSET DETAILS, THIS PAGE. SOLAR RACKING 5. CABLE TO BE STAINLESS STEEL AIRCRAFT 20-345 COUNTY ROAD X �-' CABLE. RI DGEVILLE CORNERS.OHIO 43555 419.267.5280 BRACE CLAMP (F) 19.267.5214 (F)n9.z6zszu TYP 2 PER HARD BRACE 6. CABLE MAY BE OF EITHER 7X7 OR 7X19 WWAPA TERNAnVFS COM CONFIGURATION. Rn«wc TrvE 7. HARD BRACE MATERIAL: 40 KSI MIN YIELD HARD BRACE STRENGTH, 1010 STEEL D4 8. HARD BRACE TO BE HOT DIPPED GALVANIZED T I I ' TO ASTM A123 OR INLINE GALVANIZED TO SRUCIDR ENp RO RELOXD CLAMP BOLT ASTM A1057 10m 9. LENGTH OF CABLE BRACES WILL VARY ( -- -- CHANGES DEPENDENT ON ARRAY TILT, TERRAIN, POST Cl r THESE PLANS ST BE SUBMIT CHANGES FOR APPROVAL SPANS, AND OTHER FACTORS. ...hi.....as�is..n N S.50 C4 S.50 ------� ON THE JO ITE 10. CABLE BRACES WILL TYPICALLY BE RECEIVED 360 W.DU� s.50 FOR INSPE ON PRIOR TO PERFORMING WORK AND THE OTHER ENDWITH ONE END FFR ERTHE E SHOULD BE PI4,9.7 ED WITH A LOOP MAUMEL�(49725.7160 FIELD FIT WITH A WIRE SPLICE AND ADJUSTED TO E CORRECT Dl VIEW: TYPICAL END OF ROW BRACING D4 DETAIL: BRACING CONNECTIONS THET CONTRACTOR UPON INSTALLATION.AND BY RR6E54UN L5EwEEAM 11. FOLLOW ALL MANUFACTURERS GUIDELINES SEE EOV. NPS 1-1/4 SCH 5S WHEN BUILDING FIELD MADE END OF CABLES. APPROPRIATE STATE STAMPED 12. ENSURE CABLE IS CLEANLY CUT TO ENSURE CERTIFICATION HARD BRACE OD Cl ® PROPER ASSEMBLY. DOCUMENT/S 1.66" 0.50" TYP S.50 00.50" 2 PLACES TYP. 8.00" 13. ENSURE CABLE ENTERS CORRECT APERTURE TYP. 5.25 OF WIRE SPLICE. THE FINAL LOOP SHOULD z 1 ONLY BE ABLE TO GET TIGHTER UNDER LOAD, - ( NOT LOOSER. Z \\ TYP. 34.31" ® 14. DEAD END OF FIELD MADE CABLE MUST U EXTEND MIN. 4" FROM THE END OF THE 6.00 SWAGED SLEEVE. F— WALL THICKNESS I- 0.065" B0.0" - - - - _ _ _ _ 15. LOOPED END RECOMMENDED TO EXTEND 3" FROM WIRE SPLICE TO CLAMP BOLT. 16. WHEN PROPERLY INSTALLED, FIELD MADE n Cl SEC.: HARD BRACE C2 PART: HARD BRACE C4 HARD BRACE OFFSET, TOP C5 HARD BRACE OFFSET, BTM CABLE LOOPS USING THE PROVIDED WIRE C�SPLICES AND METHOD PRESENTED HERE, ARE CAPABLE OF ACHIEVING ADEQUATE BREAKING STRENGTH Z MIN. BREAKING STRENGTH: 2,400 LBS FIELD MADE Al LOOP 17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR F (Do ppt��00 SS0 MAX. OFFSET TO ENSURE THE CABLES ARE PREPARED TO 0�YUOC(!00® B1 --------------------- --- REAR TOP MAX. OFFSET THE CORRECT LENGTH. 5.50 12.0" FRONT TOP L� REVIEWED FOR 2 CODE COMPLIANCE � o CABLE DIAMETER �+ CUSTOM CABLE LENGTHS MAX. OFFSET MAX. OFFSET MASON COUNTY 5/32" WIRE SPLICE REAR 20B00TTOM FRONT 2B00TTOM BUILDING DEPARTMENT cry B1 SEC.: CABLE BRACE B2 PART: CABLE BRACE B4 REAR CABLE OFFSET B5 FRONT CABLE OFFSET ,. , 5 nEv cEsrnivErox o�EE �ro>paR " IMAGE FOR REFERENCE ONLY.ACTUAL WIRE SPLICE MAY APPEAR DIFFERENT. IMAGE FOR REFERENCE ONLY CABLE FREQUENCY: IDOX— ALL BAYS, FRONT&REAR RECOMMENDED��yr 'I 3" LOOP — APPROVED -_ OR�RI RENEIIFD NPROVED 5 NF A JDI -- "' _ __ _ �• sm rum ANCHOR BRACING WIRE SPLICE _-- —1 �.�' �-~" "- ��J OVERVIEW s MIN. 4" TAIL vRwECT� e RRDI8US-001 Al CONNECTION: WIRE SPLICE �A31 VIEW: TYPICAL ROW BRACING PLAN 111RINGNUMBER REV. W S.50 A 1 2 3 4 5 STRUCTURAL PRINT PACKAGE = RRG25WA=003 TimothyTimothyJWoliby WASHINGTON g Timothy!.09'06e c W o rl i n e Date:2022.09.06 5:34:21-OWW THESE PLANS MUST BE ON THE JOB SITE FOR INSPECTION RACKING PROVIDER STRUC. ENGINEER OF RECORD RACKING PRODUCT LINE USE WITH THE FOLLOWING PRINTS REVISION: A & PACKAGES. INCLUDE WITH SUBMISSION TO PERMIT/INSPECTION AGENCY: PERMIT SET/ It CALCULATION PACKAGE: STRUCTURAL PACKET RRG25WA-003 CALC SET — STAMPED SOLAR RACKING 11EADYRACIf( architects & engineers Q"CONFORMANCE LETTER (SITE SPECIFIC) 20-345 COUNT(ROAD X RIDGEVILLE CORNERS,OHIO 43555 360 W.DUSSEL DR. (P) 419.267.5280 MAUMEE,OH 43537 APPROVE D (F)419.267.5214 API 419.725.7161 WWW.APASOLAR.COM 419.725.7160 SHEET INDEX REVIEWED FOR SOLAR PHOTOVOLTAIC GROUND MOUNT STRUCTURAL 5-000 A JSTRUCPURAL COVER CODE COMPLIANCE S-100 A IRACKING SPEpFlCAlIDMS OVERVIEW 5-200 A STRUCNRAL BALLAST MEMBERS MASON COUNTY S- A STRUCTURAL PECTINS 5-500500 A GENERAL CONNECTIONS U I L D I N G D E PA RT M E N - S-501 A BALLAST CONNECTIONS S-600 A FOUNDATION POST BRACING CHANGES ANALYSIS OVERVIEW 5-]00 A STRUCNRAI DESIGN h SUMMARY SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK GOVERNING STRUCTURAL CODE/S 8 2018 INTERNATIONAL BUILDING CODE 1 f PACKAGE COVERAGE — LOADING i AND SETUP RANGES & CONSTANTS TILT ANGLES: 25' - MAX GROUND SNOW LOAD (PSF): 40 MAX WIND LOADS (MPH): 110 - — - WIND EXPOSURE CATEGORY: C V e MAX SEISMIC Ss: 1.67 g MAX SEISMIC S1: 0.75 g PV MODULE: _ MAX. PANEL WIDTH: 41.50" e, MAX. PANEL LENGTH: 88.00" MAX. PANEL HEIGHT: 2.00" a MAX. PANEL WEIGHT: 65.00 LBS _ RISK CATEGORY: 1 FRONT LIP CLEARANCE: 30" MUST k4EET ALL CURRENT WASHINGTON STATE CODES -PER USGS MIN/MAX DESIGN VALUES FOR REGIONS,VALUES BASED e IMAGE FOR REFERENCE ONLY ON MAX VALUES IN WASHINGTON.SEISMIC DOES NOT CONTROL alS,o.m - - - - -- NOTES: IMAGE FOR REFERENCE ONLY 1. PLACE BALLAST AT DESIGNATED SURVEY POINTS SPEC AGGREGATE: RIP—RAP 2, ASSEMBLE PER MANUFACTURER'S GUIDELINES AND D-50 (DIAMETER LARGER THIS DOCUMENT. UPPER FOUNDATION THAN 3") 3. APPROXIMATE VOLUME OF BALLAST: TUBE (REAR) 25.67 CUBIC FEET. (0.95 CUBIC YARDS.) CHANGES 4. FILLED BALLAST(BASKET AND AGGREGATE) VERIFIED SUBMIT CHANGES FOR APPROVAL TO MINIMUM OF 2220 LBS CALCULATIONS: aAc.uDo-ER5. RIPRAP STD. DENSITY:150 LBS PER CUBIC FOOT PRIOR TO PERFORMING WORK CALCULATED VOID PERCENTAGE: APPROX. 42% CALCULATED BALLAST WEIGHT: SOLAR RACKING 2230 LBS + DEAD (272 LBS) = 20-345 countt ROAD z MIN. 2500 LBS PER BALLAST IaDCEhu.E 419.26,52BOOHIO 4asss (P) 419.267.5280 6. SPEC AGGREGATE: RIP—RAP, D-50 ROCK SIZE (F)419.267.5214 WNW.APASOIARC011 MUST BE LARGER THAN 3" IN DIAMETER. OTHER UPPER FOUNDATION MATERIALS ACCEPTABLE BUT MUST BE APPROVEDBY APA ENGINEERING AND MUST MEET MINIMUM TUBE (FRONT) ` WEIGHT & SIZE REQUIREMENTS. A. 7. IF LEVELING OF GROUND SURFACE IS REQUIRED, RUP RACK 42,0, 22.0" PLACE AND COMPACT AGGREGATE BASE COURSE (ABC) MATERIAL COMPOSED OF 3/4" OR GREATER c¢I- - i Eiaa --..act_. \ CRUSHED STONE PATH FINES FOR PROPER BINDING. 360 W.DUSSEL DR. MAUMEE,0H 43537 PI 419.725.7161 0 419.725.7160 REVIEWED FOR PRo ODE COMPLIANCE BENT ELBOW TUBE MASON COUNTY UILDING DEPARTMEN NOTES: 1. DIMENSIONS APPROXIMATE. DUE.TO THE NATURE OF WARE MESH AND FILL AGGREGATE. ACTUAL USABLE DIMENSIONS MAY VARY SLIGHTLY. r zz Cl ISO VIEW: BALLAST & TUBE ASSEMBLY C3 ' BALLAST DIMENSIONS - ------- -- --- ---- ---------- ------------------ -__---- .._.__.._._.. ---- -- ---------- --------- - - -- - ----------------------- --- --- ------- ------ w Q IY�J�MEET ALL CURRENT (TYP RACK DEPTH (PANELS) 160.25" t1.0) L� Y/ASHINGTON STATE CODES Q f- z LL z / (TYP. RACK HEIGH i O 0800 62I TILT ANGLE 4 5 $ (84.00") 25.0• t2.0 V � Q c NOM. (43.25') PANEL LIP 's 30.00" =J I -ET NEV19CN5 s 1 REV.DE—PDON I DALE �. F- I • nIN1 r.s MAX CANT. THESE PLANS MIDST BE i i - ON THE jOB SITE \� \��\�`�\ \ `' \' \��\`� \� \\�\ ' FOR INSPECTION �86.5t)" \/A� _ _ _ _ _ _ _ \xv \ \�v\ \ \\ /\\ \\ APPROVED 9 --- --------- --- SURFACE SHOWN LEVEL ---------------------- GROUND // . // �! �j o \/�\/ �\/\/\`�\�/\p�`\fff �°\/ �\/\/\/\/\ AM11 RENEM4D.MPPOVED 91E TM JR 1 JDI D RACKING OVERVIEW `\\ / rn w.uE MAX EW SPAN & SETUP 100.00" f2.0" rxo+Ect Msew RRG25WA-003 Al ELEVATION VIEW: STD. BALLAST RACKING TABLE A4 PROFILE VIEW: STD. BALLAST RACKING TABLE ^ -- S.100 A wsroNER NOTES: 1. TUBE MATERIAL: 50 KSI MIN YIELD STRENGTH, 1010 STEEL 00.41" THRU BOTH WALLS 2. TUBE AND ANCHOR SYSTEM TO BE HOT DIPPED GALV86.56" SITE SPECIFIC DIMS (2) PLACES ASTMANIZED A1057 TO ASTM A123 OR INLINE GALVANIZED TO NG E e RADIAL ORIENTATION NOT CRITICAL CH AN �./ /� V 3. ALL HARDWARE IS 300 SERIES STAINLESS STEEL. SUBMIT CHANGES F R APPROVAL 4. RESISTANCE WELDING PER AWS D8.7-88 PRIOR TO PERFORMING WORK C4 5, MESH PANELS HOT DIP GALVANIZED TO 390 MIN. (1.00") S20O (1.00) 6. MESH PANELS MAY BE ADDITIONALLY PVC DIPPED AND uc rRouloEa - - COATED FOR AESTHETIC PURPOSES ONLY AND FOR ADDITIONAL WEATHER PROTECTION. THE PVC COATING IS NOT REQUIRED FOR THE PRODUCT LIFESPAN. I -- 7 -- - -- - - - - - - . INSTALLATION: SOLAR RACKING I 2D-345 COUNTY ROAD X 7.1. UNFOLD SEMI-ASSEMBLED WIRE FORM INSERT BENT RIDCEVILIE CORNERS,OHIO 43555 ELBOWS INTO BOTTOM OF BOX THEN FOLD OVER (P) 419.267.52BD BOTTOM AND FULLY ASSEMBLE BALLAST BOX AS c.uc (9 419.267.5214 JI--II�`r SHOWN IN Al. WWW..APASOLAR.CDM 1 I 7.2. BENT TUBE MUST BE IN CENTER END PANELS. mvE I 7.3. TUBE BRACKET PLACEMENT SECURES BENT ELBOW IN ��/� PLACE, 2 PLACES. N READYRACK 7.4. FOUNDATION POSTS&LOWER TUBE TO BE INSTALLED -- INTO BENT ELBOW. FOUNDATION POSTS&LOWER ALIGNED WITSLEEVE IT INBOLT TOGETHER. THEN smucTUR��ENcertm eEcaio TOTAL LENGTH VARIES (SEE NOTES) = 7.5. BALLAST MUST BE FILLED WITH PROPER SPEC ,moo AGGREATE BEFORE REST OF RACKING IS INSTALLED. 8. FOUNDATION POST TOLERANCES ...hives. .nginee.e VARIABLE LOWER TUBE LENGTHS 8.1. t 2" VARIATION IN HEIGHT. 380 W.DUSSEL DR. NOTES: 8.2. f 2" VARIATION IN NORTH-SOUTH DIRECTION. MAUMEE,OH 43537 1. LENGTHS VARY, SEE SHEET NOTES 8.3. t 2" VARIATION IN EAST-WEST DIRECTION. PI 419.725.7161 H 419.725,7160 8.4. t 2'VARIATION IN POST PLUMBNESS. D1 PART: BENT FOUNDATION ELBOWS (LOWER) ! D2 PART: UPPER FOUNDATION POST 9. ACCURATELY LOCATE AND INSTALL FOUNDATION POSTS cxO ES BY SUCH METHODS AND EQUIPMENT SO AS NOT TO - -- - ------ - - .- -- - --- - IMPAIR THE POST STRENGTH OR DAMAGE POSTS OR ADJACENT CONSTRUCTION. ' 10.EXPOSED DISTURBED GALVANIZED SURFACES SHALL BE I TOUCHED UP WITH AN APPROVED COLD GALVANIZING 02.362" I I j COMPOUND. i 01.900" 01.900" 11. BALLAST SHOULD BE FILLED TO TOP OF WIRE EDGE WITH ^.< SPECIFIED AGGREGATE. FILL SLOWLY AND ON LEVEL i SURFACE TO AVOID DEFORMING OR BULGING OF BALLAST. 9 6 u 2D0" MUST COMPLY 0.120" WALL 8.03" i 0.120" WALLO 0.120" WALL 0 PERMIT CONDITI f C1 SEC: BENT FOUND. ELBOWS C2 � DETAIL: BENT FOUNDATION ELBOW HOLES C4 SEC.: UPPER POST C5 SEC.: LOWER TUBE - - _ - REVIEWED FOR z BASKET SIDE (X2) — CODE COMPLIANCE 4 THESE PLANS MUST BE � RESISTANCE MASON COUNTY I CD ON THE JOB SITE WELDED AT EVERY Z Fp WSPECTIg{4 \ INTERSECTION BUILDING DEPARTMEN BASKET END/MID (X3) BENT FOUNDATION ELBOW ASSEMBLY U) -El RENSIONS I 110N OFTE i e/n/Eox3 3/8"-16 SERRATED FLANGE NUT 3 8'-16 SERRATED APPROVE D s � � 8 00.1875" WIRE / FLANGE BOLT BASKET BOTTOM (X1) \ ADO \S LOWER TUBE S , nvm RErtEem eRaRovm sa , \ T1A JR I JDI D \ / f STRUCTURAL A3 i BALLAST MEMBERS 5200 RoxcT NuNBm _ e c-"*-- EET ALL� RRG25WA-003 a Al PART: WIRE MESH BASKET — UNFOLDED A3 DETAIL: WIRE MESH BASKET CONNECTION: BENT FOUNDATION ELBOW—TO—LOWER TUBE DR -ER - - U'f,'iS1l € TON STATCIJ CODES __ - _ S.200 A I i I -- -----— - - - -------- - --`_._ -- NOTES 0.070" 1.00" E1 1. STRUT PURLIN MATERIAL AND FINISH ARE 5300 MANUFACTURED TO SPECIFICATIONS THAT EXCEED OUR STANDARD PRODUCT WARRANTY. 0 o 2. STRUT PURLIN GALVANIZED TO CONFORM 1.19" 000 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o TO A MINIMUM THICKNESS DESIGNATION 0 0 o O O 0 0 0 0 0 EQUAL TO G90 OR INLINE GALVANIZED TO COMPARABLE THICKNESS AS PER ASTM I A1057. vWmoEW L y LENGTH VARIES 3. ALL PURLINS MANUFACTURED USING ASTM 4.50" A1011/A1011M STRUCTURAL STEEL. SOLAR RACKING 4. MINIMUM STEEL Fy YIELD STRENGTH OF 20-345 COUNTY Row x E1 PART: NS (VERTICAL) CEE PURLIN , E3 VIEW: NS CEE PURLINS STRUT PURLINS TO BE 50 KSI. RI CORNERS,419.26 5ONO230 5 _........ - _......... _...--. _.__ _........ .....__.,... ....___. __.... 5. MINIMUM STEEL Fy YIELD STRENGTH OF CEE WWAP9A�� STRUT THICKNESS CHANNEL TO BE 50 KSL aeacac me - - - 0.108" 6. SLOT DIMENSIONS FOR REFERENCE ONLY. MIDCIAMP Pv MODULE ALTERNATE HOLE PATTERNS MAY BE REaDrRACK ASSEMBLY SUBSTITUTED. 7. LENGTH OF PURLINS VARIES BY PROJECT smiinuau wcacw or acrnm STRUT WIDTH AND LOCATION WITHIN ARRAY. 1.625" THESE PLANS MUST BE PANEL GAP 0.75" � O N THE ,JOB SITE 8. PANEL DIMENSIONS VARY. REFER TO laldf_ T MANUFACTURER'S SPEC SHEET. C — FOR INSPECTION -- .rchf,ec, n engineer, STRUT HEIGHT 9. STRUT PLACEMENT IN RELATIONSHIP TO STRUT LOCATION t.82g^ PANEL DICTATED BY MANUFACTURER, SEE 360 W.OUSSEL DR. VARIES PER PV II MANUFACTURER'S INSTALL MANUAL- MAUMEE,aI 43537 MANUFACTURER ! P a 9.725.7161 it 419.725.7160 EQ. 12 GA. 10. CLAMP PLACEMENT DETERMINED BY STRUT D3 SECTION: EW STRUT PLACEMENT. `p I? 11. ENDCLAMPS MUST BE INSTALLED AT BOTH -- _---- 'I _------ ENDS OF THE ROW, AT THE EAST AND LENGTH VARIES WEST END (TYP.) OF EACH STRUT. ---- ---------—--------- --------- ` } 7 12. STAINLESS STEEL HARDWARE) ` - - NOMINAL TORQUE VALUE }:« MB-1.25: 15.6 FT-LBS 9 6>z --------- ' C3 i ^^"" T� MIN MAX TORQUE VALUES ` `-"- M8-1.25: 14.0 - 32 FT-LBS o -- --------------------- -------- L� -- --------------- O ar=' �Cl PANEL GAP 3.00 4.00 5 SUPPORT STRUT PURLIN- U VARIES - - - --- - . ....... - REVIEWED FOR C3 PART: STRUT CHANNEL WITH LONG SLOTS C5 CONNECTION:PV-TO-STRU CODE COMPLIANCE - MASON COUNTY z BUILDING DEPARTMEr o— go00 °ooe°°e°e e°000 c M8-1.25 HEX HEAD M8-1.25 —J CAP SCREW HEX HEAD CAP SCREW Q =D PY MODULE rev-c 2 HICH TYP. 11p'Fe_ALL CDRKLIII I LOCK WASHER LOCK WASHER VIASNINGTON STATE CODES r C� C/ ENDCLAMP ' VIDCLAMP sg TaE(M ----ee—e a o--- °eee°o e rtcv.ocsa�nan wix °o STRUT MAY NOT BE E OVERHANG REPRESENTATIVE .0" - 4.5" OF INSTALLED _'N 2 _ ENDCLAMPS CHANNEL NUT CHANNEL NUT APPROVED i � IRNC`M➢IMPROVED 4II TM R DI D -c s E:�w STRUCTURAL _... MUST COMPLY PU CTURAL WIN RLINS 3 RRG250-003 Al ASSEMBLY: PANELS TO EW STRUTS - BOTTOM VIEW A3 CONNECTION: MIDCLAMP� A4 CONNECTION: ENDCLAMP A5 CONNECTION:PV- IT CONDITIOV'r0 A I NOTES 3/8"-16 SERRATED FLANGE BOLT 1. RECOMMENDED TORQUE VALUES (FOR STAINLESS STEEL HARDWARE) 3/8"-16 SERRATED 1.1. 3/8-16: 19.6 FT—LBS FLANGE BOLT 2. MIN/MAX TORQUE VALUES (FOR STAINLESS STEEL HARDWARE) 2.1. 3/8-16: 17.5 — 50.0 FT—LBS 3. DEPICTED HARDWARE AND PART PLACEMENT NOT INDICATIVE OF PREFERRED OR REQUIRED POSITIONS. REVIEWED FOR 4. TILT ANGLE IS SETUP BY FOUNDATION POSTAAA HORIZONTAL STRUT HEIGHTS. SOLAR RACKING 20-34s COUNTY ROAD X CODE COMPLIANCE 5. CEE CHANNEL ALLOWS FOR HEIGHT RDCEYLLE CORNERS,OHI OHIO 43555 MASON COUNTY ADJUSTMENT, FORWARD/REAR ADJUSTMENT, (R) 419.M7.52M 3/8"-16 SERRATED AND MULTIPLE TILT ANGLES. (F)419.257.5214 FLANGE NUT BUILDING DEPARTMENT _0KAPAS°`ADO" HORIZONTAL STRUT 6. OTHER SPECIFIC CONNECTIONS ELSEWHERE IN PRINT SET. tt°E 7. STRUT PURLINS MUST CONNECT TO THE READYRACK CORRECT HOLES IN CEE CHANNEL, AS DEFINED /S CEE CHORD IN CONSTRUCTION PRINTS (INNER, MIDDLE, OR OUTER TYPICALLY), AND AS DETERMINED BY N PV MODULE MANUFACTURERS. Arl8. USE CORRECT NOMINAL HOLES IN CEE TOSPLICE CONNECT TO FOUNDATION POST, AS INDICATED ANDIN CTION SLOTSFOR PRINTS. N—FIELD CENT AD ADJULES STMENTS.i�1�1S"i MEET ALLCURREI{ ,."`In`", FOUNDATION POST 3/8"-16 SERRATED FLANGE NUT v 9. SERRATED HARDWARE MAY BE REPLACED WITH 350 W.o0ssa OR WASHINGTON STATE CODE EQUIVALENT HARDWARE NTH WASHERS IF uaOwE61, H419.7 NECESSARY. %+19.7zv151 H a19.7zs.n5: Dl CONNECTION: CEE—TO—POST D3 CONNECTION: STRUT—TO—STRUT SPLICE 3/8"-16 SERRATED HORIZONTAL STRUT HORIZONTAL USE UPPER SLOTS TO ADJUST CEE DOWNWARDS FLANGE BOLT CHANNEL STRUT 3/8"-16 NUT SERRATED CEE PURLIN FLANGE BOLT 1 9 6 u 0 000 _ Q E/W STRUT PURLIN 0 C Do U 3/RATED Q SERRATED O 0 FLANGE 3/8"-16 CHANNEL NUT BOLT 3/8ATE6 0 00 F- CHANNEL Z NUT HOLES IN CEE CHANNEL ARE ® NOMINAL CONNECTION POINTS (SEE CONSTRUCTION PRINTS _ N S CEE CHORD FOR CORRECT HOLE) Q USE LOWER SLOTS TO ADJUST CEE UPWARDS USE ADJACENT HOLES (OR SLOTS IF NEEDED) TO -----------'---------------- --' ADJUST CEE FORWARDS AND BACKWARD. 3 CEE PURLIN e NAL (BUT MIDDLE STRUT IMAGE FOR REFERENCE ONLY.SEE S.300 MAY LAUTOMATICALLY I IT BE, SEE CONSTRUCTION PR NM SET). (? 61 CONNECTION: STRUT—TO—CEE B3 DETAIL B1 FRONT VIEW 64 ; DETAIL B1 SIDE VIEW B5 DETAIL:CEE—TO—POST ADJUSTMENT = _ __.. _.__ _............._...___ _.-__.... ew:xs Plr o.c E/W STRUT PURIJN ® /E�"rb s[.w"co 3 s 0 WH O APPROVED u ♦ Rtl1E9FD.APPRO"EO 4ZE //SSCCEE c� OE STRUT LOCATION VARIES PER PV AUST 't �TA1 A JDI D 3/8'-I6\ / PLANS MUST D MANUFACTURER. FOR EXACT CHANNEL NUT \ THESL-- TEPLY CONNECTIONS E �S SI CONNECTION DIMENSIONS, REFER TO t� SITE SPECIFIC BUILD PLANS. OVERVIEW 3 I o R NSPECTION !� RO ECTRMBER OR MIT RRG25WA-003 R Al DETAIL Bl UNDERSIDE A2 DETAIL: STRUT—TO—CEE CONNECTION ZONES CONDITloklor, "» UMBER "E S.500 A I I i 2 3 5 6 NOTES: NOTE: 3/8"-16 SER. IMAGE FOR REFERENCE ONLY. SEE 1. RECOMMENDED TORQUE VALUES FOR STAINLESS W FLANGE NUT LAYOUT DRAWING FOR PROPER STEEL HARDWARE: PLACEMENT. G 3/8'-16: 19.6 FT—LBS O 2. MIN/MAX TORQUE VALUES FOR STAINLESS STEEL N O O O HARDWARE 3/8"-16: 17.5 — 50.0 FT—LBS FOUNDATION POST 3. DEPICTED HARDWARE AND PART PLACEMENT NOT INDICATIVE OF PREFERRED OR REQUIRED O POSITIONS. _ rvncewe a+ovioca O O O� 4 HEIGHTSG OTILT LE IS SETUP BY FOUNDATION POST O 5. OTHER SPECIFIC CONNECTIONS ELSEWHERE IN N/S CEE CHORD PRINT SET. SOLAR RACKING 20-345 CCcl I ROAD X MI6 X 2MM 6. SPIRAL BINDERS SHALL CAPTURE A MAJORITY CF RIDGEVIL E DDR ,NP OHIO 43M THE EDGE WIRES. IF NEEDED, ENDS SHALL BE (P) 419.267.5280 HEX HEAD SCREWS CRIMPED. WKNAPAA COM 3X PLACES FOUNDATION POST D5 DETAIL: CEE TO POST NPE 0 � REVIEWED FOR RanrRACK o CODE COMPLIANCE 1-R.L ENGIIEIR of RE-D D 111111U ® MASON COUNTY BUILDING DEPARTMENT .r<6i«c<.n eesla��e� 36D W.DUSSEL DR. MAUMEE,OH 43537 / 3/8"-16 SER. PI 419.725.7i6i III 419.725,7'6 FLANGE BOLT BENT FOUNDATION ELBOW vWaE THESE PLANS MUST B `m ON THE JOB SITE FOR INSPECTIONF; % S':Tul ev >s. < Cl CONNECTION: UPPER POST-TO— ELBOW C3 CONNECTION: UPPER FOUNDATION POST—TO—CEE UST COMPO( WITH w c� 3/8"-16 SERRATED Q FLANGE NUT FOUNDATION ELBOW Y RMIT CONDITIOklorQ �\ \ WIRE BASKET END ANGES \ ANGES FOR APPROVAL �— SUBMI � z g PRIG T PERFORMING WO z MUST MEET ALL CUR EN oo Q � WAS HINGTON STATE COD 1. z 00 \ B5 SEC: BALLAST ATTACH. BRACKET00 ,�„9„s * O \\ ® \\ R.250 R250 R250 R250 9 ® � SPIRAL BINDER: \ 00.14X01.0" X — --- — APPROVED x 1.0" PITCH TYP. CIUIII pE'IE\m •PPROYID 9ZE BALLAST ATTACHMENT BRACKET 4.0" PITCH MIN. � � � D e A .250 .250 a�¢T rv.eie _ BALLAST 3/8"-16 SERRATED FLANGE BOLT NOTES: taoo Saoo 4.aoo CONNECTIONS • - 1. ALL ADJOINING EDGES OF WIRE MESH BASKET MUST BE FASTENED WITH SPIRAL BINDERS ALONG e.Doo most,.-u ENTIRE EDGE. RRG25WA-003 F Al CONNECTION: BENT FOUNDATION ELBOW—TO—WIRE BASKET A3 CONNECTION: WIRE MESH—TO—WIRE MESH A5 DETAIL: BALLAST ATTACHMENT BRACKET NI Bm WEB. S.501 A 4 5 6 1 1 . MODULE CONSTANTS 3. SITE DESIGN LOADS 4. LOAD COMBINATIONS 5. FINAL DESIGN LOADS MAX. MODULE DIMS. DEAD LOADS LOAD COMBINATIONS FORCES PER PANEL ASD DISTRIBUTED AUST COMPLYWITH WIDTH 41.50 IN 3.46 FT MODULES WEIGHT 65.00 LBS CODE FORMULA RESULTANT LOAD ABBRV. NAME LOAD DIR. LENGTH 88.00 IN 7.33 FT EW STRUTS WEIGHT 12.45 LBS D7 OIL (LB/FT/PC.) HEIGHT 2.00 IN 0.17 FT MISC HARDWARE WEIGHT 5.00 LBS D2 DL+LLR DL DEAD LOAD 82.45 F50.70 -Y WEIGHT 65.00 LBS TOTAL DEAD LOAD 82.45 LBS D3 DL+SL LLR ROOF UVE LOAD 126.81 -Y AREA 25.36 50 FT PRESSURE 3.25 PSF D4 DL+0.75SL SL SNOW LOAD 454,95 -Y DISTRIBUTED LOAD 11.92 LB/FT DS DL+0.75LLR WLH1 WIND HORIZONTAL AT(LRFD) 350.69 +Z ��� �� �0 ���� �D6 DL+O.6WLH7 WLH2 WIND HORIZONTAL AWAY(LRFD) 350.69 -Z ' Kwc rxohoEe2. DESIGN CONSTANTS D7 DL+0.6WLH2 �:LIVE ROOF LOADS DB DL+C.7EL1 LB/POST - D9 DL+0.7EL2 EL1 SEISMIC LEFT 318.31 +XSNOW LOAD CONSTANTS PER PANEL D10 DL+0.7EL3 EL2 SEISMIC RIGHT -318.31 -X SOLAR RACKING LOAD 126.81 LBS Dtl DL+0.7EL4 EL3 SEISMIC NORTH 318.31 +Z 2D-345 COUNTY ROAD X PRESSURE 5.00 PSF D12 DL+0.75SL+0.45WLH1 EL4 SEISMIC SOUTH -318.31 -Z RIDGENLLE CO NERS,OHIO 43555 TERRAIN TYPE C DISTRIBUTED LOAD 1&33 LB/FT D13 DL+0.75SL+0.45WLH2 (P) 419.267.5250 (F)419.267.5214 EXPOSURE EXPOSURECONDITION FULLY O 9X0POSED Ce D15 DL+0.75LLR+0.45WLH2 6. ANALYSIS RESULTS: 7. ANALYSIS RESULTS E3. ANALYSIS RESULTS W, .�P`s«AR.ODIL THERMAL CONDITION ASD UNHEATED SNOW LOADS D16 DL+0.75SL+0.525EL1 RACKING _ THERMAL FACTOR 1.20 Ct PER PANEL D17 DL+0.75SL+0.525EL2 (ANCHOR P 0 S TS): ASD (BALLAST): ASD IMPORTANCE CATEGORY D18 D19 DL+0.755L+0.525EL4 DL+0.75SL+0.525EL3 IMPORTANCE FACTOR 0.80 Is GROUND SNOW LOAD 40 PSF READYRACK ROOF SURFACE TYPE SLIPPERY TILT ANGLE 25 DEGREES STEEL CODE CHECK SUMMARY MAX/MIN REACTIONS MAX/MIN COMBINED SUPPORT REACTIONS VENTILATION VENTILATED WIDTH 3.46 FT D2 OL+0.75LLR+ EL1 DEPTH 6.65 FT D21 DL+D.75LLR+0.525.525EL2 ocmenl rN.,,,EEa�, SLOPED SNOW LOAD 19.79 PSF D22 DL+0.75LLR+0.525EL3 DESC. CTRL EQ. ®DIST. RATIO STATUS REF. DIR. SIGN LOAD (LBS) LOAD COMB. DIR. SIGN LOAD(LBS) LOAD COMB, D23 DL+0.75LLR+0.525EL4 MAX 812.2 D9 MAX 780.5 D9 WIND LOAD CONSTANTS AREA 22.98 SO FT FOUNDATION D6 4.17% 0.31 OK % % D24 O.6DL+O.6WLH1 POST MIN -812.2 D8 MIN -780.5 DB RESULTANT FORCE 454.95 LBS CABLE BRACE D9 0.00% 0.86 OK MAX 1435.9 Dig MAX 2607.E D3 D25 0.6DL+O.6WLH2 DISTRIBUTED LOAD 65.78 LB/FT Y Y D26 0.6DL+0.7EL1 EW PURLIN D3 0.007. 0.97 OK EQ.H1.2-1 MIN -336.3 D24 MIN -177.4 D27 blacks e: RISK CATEGORY I a •^8�^«^ D27 0.6DL+0.7EL2 HARD BRACE D6 O.00R 0.58 OK MAX 1162.3 D25 MAX 1016.1 D25 VELOCITY PRESSURE COEFF. .0 Kd Z MIN -1163.2 D6 Z MIN -1016.9 D6 D28 0.6DL+0.7EL3 INS CHORD D16 82.50% 0.96 OK E0.H7.2-1 EXPOSURE CATEGORY . WIND LOADS 360 W.E.ON 4 DR. GUST EFFECT FACTOR 0.85 D29 O.6DL+0.7EL4 MAUMEE ON 43537 TOPOGRAPHY FACTOR 1.0 KXt I PER CARTRIDGE IPI 419.725.7161 f7 419.725.7160 ENVELOPE WIDTH 3.46 FT ENVELOPE HEIGHT 3.10 FT SEISMIC LOAD CONSTANTS AREA 10.72 SO FT WIND SPEED(3-SEC PEAK GUST), Vult 110 MPH RISK CATEGORY I VELOCITY PRESSURE 22,35 PSF CHANGES ��g�I RESPONSE MODIFICATION FACTOR 1.25 RESULTANT FORCE 351.00 LBS rr'' 1� SYSTEM OVERSTRENGTH FACTOR 1.2s DISTRIBUTED LOAD 50.70 LBS �'��1..1 li��c T ALL CURRENT SUBMIT CHANGES FOR APPROVAL IMAGE FOR REFERENCE ONLY DEFLECTION AMPLIFICATION FACTOR ELF WASH�NGTON STATE CODES PRIOR TO PERFORMING WORK s CHAP. 15 ALL OTHER SEISMIC FORCE-RESISTING SYSTEM SELF SUPPORTING STRUCTURES SEISMIC IMPORTANCE FACTOR 1.00 1 SEISMIC LOADS p STRUCTURE TYPE ALL OTHER SYSTEMS •�• 3n9mUJa� LONG-PERIOD TRANSITION PERIOD 16 SEC PER CARTRIDGE MAX SHORT PERIOD ACCELERATION,Ss 1.67D G •• �•-' ������� MAX 1 SEC PERIOD ACCELERATION, S1 D.750 G `• N91if�� Q SITE COEF.SHORT PERIOD. FA 1.0 + HARD BRACE SITE COEF. 1 SEC.PERIOD, FV 1.7 SITE CLASS D DESIGN CATEGORY E EW CABLE THESE PLANS MUST BE MAX HEIGHT 6.70 FT Cs 0.80 ON THE JOB SITE f . WEIGHT OF STRUCTURE 13,528 LB SEISMIC BASE SHEAR 10,823 LBS FOR INSPECTION z SEISMIC BASE SHEAR- PER RACK 1 10.823 LBS LOAD PER POST 318.31 LBS I- Q BENT FOUNDATION UPPER FOUNDATION POST �- POST (LOWER) L� Q WIRE MESH BASKET -ET REN40I15_ DAM { `L MEMBER SUMMARY f APPROVED § DESC. SECTION MATERIAL 4 UPPER FOUNDATION POST FOUNDATION POST 1.9XO.120 A570 GR50 DRAW NENEMID irvKovm szE � 3 BENT FOUNDATION FOUNDATIONSN POST 2.362%0.120 A572 GR50 11A JR JDI � ELBOW EEt x.WE...... VEE BRACE(EW) CABLE BRACE 1/8 A36 Y DESIGN & ANALYSIS BALLAST SECTION ffER HARD BRACE 1.6E X 0.065 A570 GR40 � SUMMARY READYRACK REVIEWED FOR ) 1 t RE TILT CEE 4-1/2 X 1-3/16 A572 GR50 X RRG25WA-ON 40 PSF SNOW CODE COMPLIANCE 110 W ND STRUT 1-5/8 X 1-5/8 A572 GR50 MASON COUNTY S.700 A 1`rl & oouno �Y1� Gil Yam. 75-qW(o2 - COPY SITE THESE PLANS MUST BE Documents attached to approved plans: ON THE JOB SITE Site plan:_ a FOR INSPECTION Plan review checklisIL: Pages Engineering. Y N la eral Vertical Number of pages P EFT ALL CURRENT l WASHINGTON STATE CODES REVIEWED FOR CODE COMPLIANCE MASON COUNTY }13UIILDI G EPARTMENT I� CHANGES p� a SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK MUST COMPLY WITH PERMIT CONDITION"'