Loading...
RC-19-1174Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 06/12/2019 Parcel Number 10090 N MIAMI AVE, Miami Shores, FL 33150 1131010210090 Contacts Permit NO.: IAC -0)5-19-1174 Permit Type: Building (Residential) Work Ctassificatiort..Soliar PermitStatus: Approved Expiration: 12/09/2019 Description: SOLAR PV SYSTEM ROOF MOUNTED Valuation: $ 38,247.00 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees LUISA FERNANDA LUNA Owner 10090 N MIAMI AVE, MIAMI SHORES, FL 331501216 Other: 3057573133 SOLAR CONSTRUCTION LLC Contractor CARLOS MARTINEZ 150 S PINE ISLAND BLVD Business: 9542712990 CARLOS@SOLARCONSTRUCTION.US $23.40 DBPR Fee $17.21 Description: SOLAR PV SYSTEM ROOF MOUNTED Valuation: $ 38,247.00 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees Amount CCF $23.40 DBPR Fee $17.21 DCA Fee $11.47 Total: $52.08 Building Department Copy Payments Date Paid Amt Paid Total Fees $52.08 Check # 1055 06/12/2019 $52.08 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WII)IDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the for regulating construction and zoning. Futhermore, I s accurate and that all work will be done in compliance with all applicable laws named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date June 12, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION BUILDIN &WELECTRIC ❑PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2Bn y Master Permit No. F C as_�q ( 11 ` Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [:]PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /00.90 �►�1 City: Miami Shores �Yt� County: Miami Dade Zip: 133/50 folio/Parcel#: // 3/Ol u/ 02j• Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 4611,`4 WAYA Phone#,�1)rW- 3133 Address: 10090 Al xii,}M/ d VE City: M14 A f/ '6,54&e5 State: - Zip: 3&60 0 Tenant/Lessee Name: AA194 40/1+ Phone#4t, ) .2/3 •,3/3.� Email: Zonajow 755GP !2mdi10yw CONTRACTOR: Company Name: &44e as Phone#: .G 1• .2990 Address: 1 ) 4� ?/' E /c114UD 1841b 010E 200 City: �GELy'Td7�i��1/ —State: L Zip: Qualifier Name: (74"S "4&/'t%E2 Phone# ?573 State Certification or Registration #: CVC 57020 Certificate of Competency #: DESIGNER: Architect/Engineer: ue Address: tC /W G&E-VA -Aid`PC , /jQ/ City: 6?0;rzL& State: Value of Work for this Permit: $ , 36, 24 7 — Square/Linear Footage of Work: Type of Work: ❑ Addition Ej3- Alteration ❑ New ❑ Repair/Replace Description of Work: t .1. 3 Fes{ Specify colaraf color thru tile. ,w•� Submittal Fee $ �A_Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $, (Revised02/24/2014) CCF $ DBPR $ 1 �r 990• /775' .J/ zip: _D ❑ Demolition _ CO/CC $ _ Notary $, Double Fee $ Bond $-�-�,r�- Qy �j TOTAL FEE NOW DUE $ 4.. . A. Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State M F3 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO -OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. XSignature OWN or AGENT The foregoing instrument was acknowledged before me this X day of 4�FWL , 20 /9 by [C)/Sf} 40V4 , who is personally known to me or who has produced T-4— &L as identifica=BLI'e.: d o drake an oath. NOTARY Sign: OS E. PADILLA-QUINTERO Print: Seal: m" ;:°� EXPIRES: August 27,2022 ''� os itiR• Bonded Tbu NoW PW* Undeiw IW3 Signature CONTRACTOR The foregoing instrument was acknowledged before me this _ day of APQ/Z— ' , 20 19 by Gm,ottl m467,(/6.Z , who is personaI1Nkaown to me or who has produced as ******************************* *** ***g******************************************************************* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if. I . The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. ( rl v Signature: - l�, 'el- - . ner State of Florida County of Miami -Dade The foregoing was acknowledge before me this _ 40 day of 'd%P/� 20 �9 By �� I -VA 14 who is personally known to me or has produced .UL as i ti p Notary •''''" CARLOS E. PADIUA-QUINTER r ~ SEAL: EXPIRES: August27,2022 ''Mov Fi BmW Thu Notary Public Undela�lte .r SOLAR CONSTRUCTION LLC Date: /LIQ Y 2.Z. 19 State of���� County of 24DE Before me this day personally appeared sworn, deposes and says: OM406 Ma&/wE-z who, being duly That he or she will be the only person working on the project located at: /olv9 © 1-'41'4°4-f1 f 4 VE �ri4/Lil Jho,cc-6 , ;4L- 331 o Contractor Signature Sworn to (or affirmed) and subscribed before me this day of /VQy .20 19 by Ct "'J tilkl 'i�e�z Personally know OR Produced Identification Type of Identificatiop Produced Print, Type or StXmp Name of Notary 150 S Pine Island Rd. #300, Plantation, FL. 33324. USA 1305-458.3952 info@solarconstuction.us www.solarconstruction.us CARLOS E. PADILLA•QUINTERO MY COMMISSION # GG 240506 c '• 4`= EXPIRES: August 27 2022 %71' P.•• � ••.; di�4•• ], tiq M TIWu Notary Public UndwMtm Print, Type or StXmp Name of Notary 150 S Pine Island Rd. #300, Plantation, FL. 33324. USA 1305-458.3952 info@solarconstuction.us www.solarconstruction.us k, VECTOR E 11 G I f'1 E E R S I S rRUCTURtiL REVS VSE Project Number: U2459-0100-191 V 0000 APPROVD 0000.• 0.00.• May 9, 2019 0.00 0 ••• •• f . •••••. •. . •••••• E-fficient Solar Design " "'m __ 000000 • .00.6• ATTENTION: Chris Gremanis 0....0 :6 0 00 0000 . .. 0000. 23963 Five Tribes Trl ..6... .. 6 Murrieta, CA 92562 6 0 .. • ..6... .. .. . :00:0: . 6 . 0 • 0 6 6 6.•. REFERENCE: Luna Residence: 10090 North Miami Avenue, Miami Shores, FL 33150 00000-00 • . 0 000.00 Solar Array Installation .. • 0 • • 0 0 • 0000 To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. DesiEn Parameters Code: Florida Building Code, 2017 Edition (2015 IBC) Risk Category: II Design wind speed: 175 mph (3 -sec gust) per ASCE 7-10 Wind exposure category: C Ground snow load: 0 psf Connection to Roof Mounting connection: (2) 5/16" lag screws w/ min. 3" embedment into framing at max. 48" O.C. along rails (2) rails per row of panels, height of panel not to exceed 5'-6" Conclusions Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array, other live loads will not be present or will be greatly reduced (2017 FBC, Section 1607.12.5). The gravity loads in the area of the solar array are decreased; thus, the stresses of the structural elements are decreased. Therefore, the requirements of Section 807.4 of the 2015 IEBC are met and the structure is permitted to remain unaltered. The solar array will be flush -mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift), the governing load case. 651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com VECTOR E I"1 G I n E E R S Limitations VSE Project Number: U2459-0100-191 Luna Residence 5/9/2019 Installation of the solar panels must be performed in accordance with manufacturer recommendations. All w,0fI4erf6rmed•... must be in accordance with accepted industry -wide methods and applicable safety standards' •The tontrac�tor �b;ll notify •, Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between 1114 dS built cdnditilon of th>s structure and the condition described in this letter be found. Connections to existing roof framm must be staggered, except* • •: at array ends, so as not to overload any existing structural member. The use of solar panel suI%ojJ;pan tabjes'QZWided py• • others is allowed only where the building type, site conditions, site-specific design parameters, aydsolar paneLcorafiguration:..• match the description of the span tables. The design of the solar panel racking (mounts, rails, ets.41*wxi electrocai eiRgineeripig• •: • is the responsibility of others. Waterproofing around the roof penetrations is the responsibilit3+Of: tiers. Vectcfi Structural • � Engineering assumes no responsibility for improper installation of the solar array. :...:. ...... • • • • . • . 0.:..* VECTOR STRUCTURAL ENGINEERING, LLC FL Firm License: COA 26626 This item has been electronically signed and sealed using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jacob Proctor, P.E. FL License: 74277 - Expires: 02/28/2021 Project Engineer Enclosures JSP/ris Digitally signed b, Jacob S S Proctor Proctor �Date: 2019.05. 15:59:15 ,X01/111fitl't0, S. v.•'�C+SWS ft Y: �r '• • * Nv 74277 ;•* •r • * • oc w 9STATE OF ?w: FSS ON 1111 05/09/2019 651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com JOB NO.: U2459-0100-191 TSUBJECT: WIND PRESSURE E n G i n E E R S PROJECT: Luna Residence [Components and Cladding Wind Calculations *00000 • • • • • • .. . ... ...... •• . ...... Label: Isolar Panel Array Note: Calculations �er*ASCE 740 .... . .. ..... SITE-SPECIFIC WIND PARAMETERS: •••••• •• ••�••• .... . .. ...... Basic Wind Speed [mph]: 175 Notes: _ _• • . . . . ...... Exposure Category: C • Risk Category: 11 • • • • • • • • ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]: Comp/Cladding Location: Enclosure Classification: Zone 1 GCP: Zone 2 GCP: Zone 3 GCP: a: Z9 [ft]: Kh: 15) (Approximate) able/Hip Roofs 7° <07 7` nclosed Buildings 0.9 (Figure 30.4-213 1.7 171 9.5 Table 26.9-1 900 Table 26.9-1 0.85 Table 30.3-1 Hip?, mmes (enter largest abs. value) (enter largest abs. value) (enter largest abs. value) KZt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 56.6 Equation 30.3-1 GCP;: 0 Table 26.11-1 (largest abs. value) OUTPUT: p = qh GCp — GCn; Equation 30.9-1 Zone 1 Pressure, p [psf]: 50.9 ' psf (1.0 W, Interior Zones*) Zone 2 Pressure, p [psf]: 96.2 psf (1.0 W, End Zones*) Zone 3 Pressure, p [psf]: 96.2 psf (1.0 W, Corner Zones* within a) (a= 3.3 ft) TO R E n G i n E E R S PROJECT: Luna Residence JOB NO.: U2459-0100-191 SUBJECT: CONNECTION Prying Coefficient: 1.4 Total Capacity [lbs]: 1406 3 ' 57.7 4.0 •� Lag Screw Connection 57.7 . . .... ...... 0 0 000• Capacity: Demand:• ...... .. . ...... Lag Screw Size [in]: 5/16 :00"o 0Cd: 1.6 NDS Table 2.3.2 Pressure Max Max.o 0 00 T2ib; I� Uplift.: • -O. (0.6 Wind) ::so Tributary. Area Embedment' [in]: 3 (psf) Width (ft)..'. fft2) ;1:oi'r� (Ibs'j� • Grade: SPF (G = 0.42) Zone •••••• •� Capacity [lbs/in]: 205 NDS Table 12.2A 130.5 4.0 11.0 ... X36 Number of Screws: 2 21911-0•••• Prying Coefficient: 1.4 Total Capacity [lbs]: 1406 3 Demand< Capacity: CONNECTION OKAY 1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective. The length of the tapered tip is not part of the embedment length. 2. 'Max. Trib Area' is the product of the'Max. Tributary Width' (along the rails) and 1/2 the panel width/height (perpendicular to the rails). ' 57.7 4.0 •� ••635 57.7 4.0 11.0 •' •'635 Demand< Capacity: CONNECTION OKAY 1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective. The length of the tapered tip is not part of the embedment length. 2. 'Max. Trib Area' is the product of the'Max. Tributary Width' (along the rails) and 1/2 the panel width/height (perpendicular to the rails). JOB NO.: U2459-0100-191 TSUBJECT: GRAVITY LOADS E n O I n E E R S PROJECT: Luna Residence Insulation 0.5 1/2" Gypsum Clg. 2.0 M, E & Misc 1.5 DL 25 PV Array DL 3 ROOF LIVE LOAD (Lr psf • psf psf psf psf Existing Design Roof Live Load [psf]20-—1 ASCE 7-10, Table 4-1 Roof Live Load With PV Array [psf] 0 2017 FBC, Section 1607.12.5 w/ Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: Roof Slope [']: Snow Ground Load, pg [psf]: Terrain Category: Exposure of Roof: Exposure Factor, Ce: Thermal Factor, Ct: Risk Category: Importance Factor, Is: Flat Roof Snow Load, pf [psf]: Minimum Roof Snow Load, p,, [psf]: Unobstructed Slippery Surface? Slope Factor Figure: Roof Slope Factor, Cs: Sloped Roof Snow Load, ps [psf]: Design Snow Load, S [psf]: 3.2 3.2 15 . . .... ...... CALCULATE ESTIMATED GRAVITY LOADS C Fully Exposed •• "' ' 1.1 1.1 II ...... .. . ...... 0 0 Increase due to Original No Yes ROOF DEAD LOAD (D) Figure 7-2b pitch wading �••• ••;••. Roof Pitch/12 3.2 • ... . .. ...... Clay Spanish Tile 16.6 1.04 :00x1.0 psf •• 1/2" Plywood 1.0 1.04 1:0 pgf...;. Framing 3.0 psf Insulation 0.5 1/2" Gypsum Clg. 2.0 M, E & Misc 1.5 DL 25 PV Array DL 3 ROOF LIVE LOAD (Lr psf • psf psf psf psf Existing Design Roof Live Load [psf]20-—1 ASCE 7-10, Table 4-1 Roof Live Load With PV Array [psf] 0 2017 FBC, Section 1607.12.5 w/ Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: Roof Slope [']: Snow Ground Load, pg [psf]: Terrain Category: Exposure of Roof: Exposure Factor, Ce: Thermal Factor, Ct: Risk Category: Importance Factor, Is: Flat Roof Snow Load, pf [psf]: Minimum Roof Snow Load, p,, [psf]: Unobstructed Slippery Surface? Slope Factor Figure: Roof Slope Factor, Cs: Sloped Roof Snow Load, ps [psf]: Design Snow Load, S [psf]: 3.2 3.2 15 15 0 0 C C Fully Exposed Fully Exposed 0.9 0.9 1.1 1.1 II II 1.0 1.0 0 0 0 0 No Yes Figure 7-2b Figure 7-2b 1.00 0.92 0 0 0 0 ASCE 7-10, Section 7.2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-3 ASCE 7-10, Table 1.5-1 ASCE 7-10, Table 1.5-2 ASCE 7-10, Equation 7.3-1 ASCE 7-10, Section 7.3.4 ASCE 7-10, Section 7.4 ASCE 7-10, Section 7.4 ASCE 7-10, Figure 7-2 ASCE 7-10, Equation 7.4-1 JOB NO.: U2459-0100-191 TSUBJECT: LOAD COMPARISON E n G I f"t E E R S PROJECT: Luna Residence Summary of Loads •••• •••••• Existing With PV Array ...... ',.' .�..:. D [psf] 25 28 • • • • • • • Lr [psf] 20 0 •••• •• • .... . .. ..... S [psf] 0 0 ...... .. • ..:.. • 00 Maximum Gravity Loads: • Existing With PV Array . ...... (D + Lr) / Cd [psf] 36 31 ASCE 7 70, Sertic"Z.4.1 • (D + S) / Cd [psf] �-27 31 ASCE 7-10, Section 2.4.1 (Cd = Load Duration Factor = 0.9 for D, 1.15 for S, and 1.25 for Lr) Maximum Gravity Load [psf]:l 36 1 31 Ratio Proposed Loading to Current Loading: 1 86% OK The gravity loads in the area of the solar array are decreased; thus, the stresses of the structural elements are decreased. Therefore, the requirements of Section 807.4 of the 2015 IEBC are met and the structure is permitted to remain unaltered. .. Tile Replacement Mount Elevated Water Seal Technologyk For use with Flat, S, & W shaped tiles Installation Instructions quickMount PV' RESPECT THE ROOF Instructions: QMTR - Tile Replacement Mount Installation Tools Required: stud finder, tape measure, utility knife, drill with Ys" bit, impact gun with T-30 Torg bit, channel lock pliers, caulking gun, appropriate sealant compatible with EPDM rubber and roofing materials, roofing bar, and hand broom. NOTE: Installation method is the same for all tile replacement flashing profiles. _o Jr and remo:, the the that will be replaced by the the replacement flashing. Remove tile to the left of and above the mount location. Locate rafter and mark center. Measure 8-Y," up from bottom of the adjacent tiles and mark the location with a horizontal line across rafter. Align the base plate over rafter so the lag holes line up with the rafter line and horizontal line aligns with the post groove. The orientation of the base plate can be flipped east -west for post location versatility of up to IZ4". Mark location of lag holes on the roof. Drill two pilot hold t.t ::0 tl' bit to *4cptt•of "-.. • • • • • Be sure lags go wo. .r- �f rafter far strong_ attachment. Pilo ­• rj..- ,ice rag4 spotting. • • • • • • pilot holes with a + •'� -� * alant a:,!t t3 f c :"...... overthepilot hcic>.•••••• •• • ••�••• • • • • • • Waterproof at underlayment level according to roofing manufacturer instructions and Tile Roofing Institute Guidelines. Use T-30 Torx bit and impact gun to secure mount into Insert the grade -8 serrated flange bolt into the bottom rafter with provided hardware. of the post. Slide post into base plate channel. line up post with the hole in the tile replacement Flashing. Leave loose for adjustments. Place the the replacement flashing over the post and mount, allowing flashing to interlock with surrounding tiles property. Secure the post by tightening it down using a pair of channel lock pliers. Replace surrounding tiles. 817.2.3-40 Apply a bead of sealant where the post meets the flashing. Slip the EPDM collar over the post and onto theflashing. Oct -2017, Rev 8 ITEM DESCRIPTION QTY. NO. 1 CAP SCREW, SERRATED FLANGE, HEX HEAD, 1 FLASHING, .040" X 1 Z' X 7.5', SHEET, 5052- 1 1 H32, MILL 2 TILE REPLACEMENT BASE, 8.125', 6061-T6, I WASHER, SEALING, 5/16" ID X 1-1/a" OD, 1 MULL 3 WASHER, SEALING. 5/16" ID X 3/4" OD, 2 FLASHING, REPLACEMENT TILE, W -TILE, .625' 1 EPDM BONDED SS 4 LAG SCREW, GRK RSS WASHER HEAD, 5/16" 2 COLLAR, COUNTER FLASHING, 1-1/4" ID 1 X 4', T-30, STEEL, CLIMATEK COATED 1 ���1pCp13[ifi,,Aw'.ftrff. xtEre2xln*stAwlrww!n Aln riwEuc Nvur![X ISAwwEwnla>tR!W ww!..H Erex,rx oE: :2 ac,.wrc e,U a!I°. OD►YLGM07014OICC[MOIM1l'If Quick Mount PV R -BM: TILE REPLACEMENT, BASE MOUNT LRaFcsnrr�xMSEs^Ecantz SIZE DRAWN BY: RAD REV sinxical>.s nRE R+waes s:S(.ERAW_Fs. A DATE: 10/26/2017 5 fAACt47NA[ i$ M J -I S -HAA, >•+NO PLICi'. OCLIMAL .19 AY,YEPtAC000C SCALF:1:2 WEIGI:2.06 Sr6Fl lot /—THIS EDGE TOWARDS ROOF RIDGE—\ ��- 2,438 --� L0% ° • 1.94 — - TILE REPLACEMENT FLASHING,POST, ;1 I AND HARDWARE ; I'1 SOLD SEPARATELY QMTR-F3.25, QMTR-W4, QMTR-53.25 Fes"" ' i.[ Fd'IN SLIDE POST ALONG CHANNEL ..! i ' 4.50 MAXI � TO DESIRED LOCATION 1 I j i i I I C19 i __... _ 1.375 wEm,r+,Evr,.vla vcE..asrtweeeasttu. CW17GIf0201�0UlOC MOUMN RACKING NOT SCALE 1:5 Quick Mount PV TITLE: QMTR-BM: TILE REPLACEMENT, BASE MOUNT UNLM OTHERWISE SI'ECAIID: SIZE DRAWN BY: RAD REV p.1EN5YJIS ARI W LACHES rarRA2+crs A DATE 10/26/2017 5 ERK,KMEIU IM IX]NOt SCALE (MAWUVG I'NU EY Ar -E UECWAl. r9 11118:E PfAC�OkGUV1A .09e SCAEk: !:� WHGHr:717J SttE}i lOF 7 BI 7.2.3-40 2 Oct -2017, Rev 8 m b 0 8 7 t'- 6 lf, BASE MOUNT ASSEMBLY SOLD SEPARATELY (QMTR-BM)— RACKING NOT INCLUDED 3 2 t THIS EDGE TOWARDS ROOF RIDGE O O � - rNVAgt z>F ASnw-i41F YrtnK>A Prt +a wanrn nAea+.o,+u,naw-.e uawwe.w�•,An.�COfI'tlOMEOT0160UICC MOONY N:� ITEM NO. DESCRIPTION QTY. 1 CAP SCREW, SERRATED FLANGE, HEX HEAD, 1 5/16'-18 X 1" UNC -2A, GRADE 8. ZINC 2 POST, 1.25"' OD X 4"', 6063 -T5/6063 -T6, MILL 1 3 WASHER, SEALING, 5/16" ID X 1-1/a" OD, 1 I EPDM BONDED SS 4 FLASHING, REPLACEMENT TILE, W -TILE, .625' 1 CONE, ALUMINUM, MILL 5 COLLAR, COUNTER FLASHING, 1-1/4" ID 1 0000•• EPDM 6 WASHER, FENDER, 5/16" ID X 1" OD, 18-8 SS 1 7 WASHER, SPUT-LOCK, 5/16" ID, 18-8 SS I 8 CAP SCREW, HEX HEAD, 5/16"-18 X 1'" UNC -1 7 2A, I" SS AVAILABLE IN MILL, AND BLACK FINISHES 8 RACKING NOT INCLUDED 7 THIS EDGE TOWARDS BASE MOUNT ASSEMBLY SOLD SEPARATELY (QMTR-BM) r 1 O ti --p w.� #v3 CAnPA,GE4f S4E O"RMEYXY16QUIC HnR Y,uPM1MMAwWEwnWfwF � wnmrr PE9,.n..wm� ,cows n•a wl�mm� COI'YOGMEOZ0110UK1(MOUNIN m ITE . • . . DESCRIPTION OTY. CAP SCREW, SERRATED FLANGE, HEX HEAD, 1 • • 0000 0000•• _ POST, 1-1/4"OD X 3-1/4", 6063 -T5/6063 -T6, 1 I MILL 3 WASHER, SEALING, 5/16" IDX 1-1 /4" OD, I EPDM BONDED SS • • • • 0000•• •• • 0000•• • EPDM 6 WASHER, FENDER, 5/16" IDX 1" OD, 18-8 SS 1 7 WASHER, SPUR -LOCK, 5/16' ID, 18-8 SS 1 8 000.0• 0000 2A, 18-8 SS .... . .. ..... Quick Mo .• •• • •• 0 .... TITLE: : QMTR-W4: TILE RSP MEMENT,' '. W 4'• POST ::. -TILE, ... :0000: JNEESSUItCRWlSE SPECUILU: • • . SIZE DROWN BY:• RAD • REy ••.... OMEv61GV6 ARf MRK:IEi • • • ta2tArom_ A DATE: 6/9/2017 iRAr•.NAI � 1(A • • [X�MO(SCAIF IMANWE: IWO PI OFG — 2.19 nrREE P2wcF oEcww 2 m4 scue l:s wF/G19:2.93 SHEET 1 of 1 8 RACKING NOT INCLUDED 7 THIS EDGE TOWARDS BASE MOUNT ASSEMBLY SOLD SEPARATELY (QMTR-BM) r 1 O ti --p w.� #v3 CAnPA,GE4f S4E O"RMEYXY16QUIC HnR Y,uPM1MMAwWEwnWfwF � wnmrr PE9,.n..wm� ,cows n•a wl�mm� COI'YOGMEOZ0110UK1(MOUNIN m ITE DESCRIPTION OTY. CAP SCREW, SERRATED FLANGE, HEX HEAD, 1 I 5t] 8'-18 X 1" UNC -2A, GRADE S, ZINC 2 2 _ POST, 1-1/4"OD X 3-1/4", 6063 -T5/6063 -T6, 1 I MILL 3 WASHER, SEALING, 5/16" IDX 1-1 /4" OD, I EPDM BONDED SS 4 FLASHING, REPLACEMENT TILE, S -TILE, .625" I CONE, ALUMINUM, MILL 5 COLLAR, COUNTER FLASHING, 1-1/4" ID 1 EPDM 6 WASHER, FENDER, 5/16" IDX 1" OD, 18-8 SS 1 7 WASHER, SPUR -LOCK, 5/16' ID, 18-8 SS 1 8 CAP SCREW, HEX HEAD, 5/16"-18 X I" UNC -I 2A, 18-8 SS AVAILABLE IN MILL, AND BLACK FINISHES Quick Mount PV TITLE: QMTR-S3.25: TILE REPLACEMENT, S -TILE, 3-1/4" POST LNMIIS 01HERMS1 srF.cs1E0: SIZE DRAWN BY: RAD REV ONdt.NSF.TaS AA4 Ai RiL]4S razAAeiGF% A DATE 619/2017 3 IAAC1v,3awA:: 3i W w01 SCAT£ DAAWME� JYA7 %ALF . I.19 JIM lL4t'f LIEC DEi7AN12&9a SCALE: 13 VhK:HI:7.86 SEEEIICEI PRO SERIES END CLAMP PART # TABLE P/N DESCRIPTION 302035M ENDCLAMP PRO 302030M MIDCLAMP PRO - MILL 302030D MIDCLAMP PRO - DRK PRO SERIES MID CLAMP 1Y16" T- 30mm to 51mm MODULE FRAME - YL --i L i :a FUNIRAC 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW.UNIRAC.COM PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART & ASSEMBLY DESCRIPTION: PRO SERIES BONDING CLAMPS REVISION DATE: 10/26/2017 DRAWING NOT TO SCALE SOLARMOUNT ALL DIMENSIONS ARE PART & ASSEMBLY NOMINAL < • U') PRODUCT PROTECTED BY PATENTS ONE OR MORE US PATEN LEGAL NOTICE LEGAL 03 /411 /8 3/8 „-16 FLANGE NUT '/8"-16 X 1/4" T BOLT u 3" 2" 2" L -FOOT • PART # TABLE P/N DESCfIPFqN 304001C L-FOOTSERB 4/T-B6LTCLR* 304001D L -FOOT SERR W/iF:EO@LT DRK 0 so T _4 MINIMUM 3 11/6" :--o:o MINIMUM 3 5/16" HEIGHT 0 MINIMUM 2 7/16" HEIGHT 1h 0 so HEIGHT 0 0 MAXIMUM 4%g" HEIGHT MAXIMUM 4" LE MAXIMUM 311/6" HEIGHT HEIGHT SOLARMOUNT LIGHT SOLARMOUNT STANDARD SOLARMOUNT HD ON L -FOOT ON L -FOOT ON L -FOOT NOTES: 1. L -FOOT CAN BE INSTALLED IN TWO ORIENTATIONS, PLEASE REFER TO INSTRUCTIONS IN THE QUICK START GUIDE. B"UNIRAC 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW.UNIRAC.COM DRAWING NOT TO SCALE ALL DIMENSIONS ARE CD NOMINAL PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE i SOLARMOUNT DRAWING TYPE: PART & ASSEMBLY DESCRIPTION: L—FOOT • PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART & ASSEMBLY DESCRIPTION: L—FOOT REVISION DATE: 9/27/2017 ***see 0 0 0 0 0 SHEET BONDING SPLICE BAR 0 0 DESCRIPTION 0 0 303018D BND SPLICE BAR SERRATED DRK 1 9/27/2017 PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET TYPICAL SPLICE BAR DETAIL 1/2„--I �- ��LF DRILLING SS SCREWS INCLUDED TYPICAL EXPANSION JOINT DETAIL PART # TABLE P/N DESCRIPTION 303018C BND SPLICE BAR SERRATED CLR 303018D BND SPLICE BAR SERRATED DRK :eUNIRAC 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW.UNIRAC.COM PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART & ASSEMBLY DESCRIPTION: BONDING SPLICE BAR REVISION DATE: 1 9/27/2017 NOTE THAT ONLY 2 SCREWS ARE USED AT AN EXPANSION JOINT. THE SPLICE BAR DOES NOT BOND ACROSS AN EXPANSION JOINT. SEE INSTALLATION GUIDE FOR INSTRUCTION. DRAWING NOT TO SCALE SOLARMOUNT ALL DIMENSIONS ARE Ln NOMINAL Q REVISION DATE: coif PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET e'UNIRAC 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242,6411 WWW.UNIRAC.COM 054„ 13�bn .... % THE WIRE MANAGEMENT CLIP IS INSERTED INTO THE SIDE SLOT THEN ROTATED PART # TABLE P/N DESCRIPTION 008012P MICRO WIRE MGMT CLIP UV PLSTC PRODUCT LINE: SOLARMOUNT DRAWING TYPE: ASSEMBLY DESCRIPTION: WIRE MGMT CLIP REVISION DATE: 9/27/2017 DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL Q (A PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET 1/a" BOLT LOCATION —\ 3/8" BOLT LOCATION PART # TABLE P/N DESCRIPTION LENGTH 320132M SM RAIL 132" MILL 132" 310132C SM RAIL 132" CLR 132" 320168M SM RAIL 168" MILL 168" 310168C SM RAIL 168" CLR 168" 320168D SM RAIL 168" DRK 168" 320208M SM RAIL 208" MILL 208" 310208C SM RAIL 208" CLR 208" 320240M SM RAIL 240" MILL 240" 3102400 SM RAIL 240" CLR 240" 310240D SM RAIL 240" DRK 240" ::aUNIRAC 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW.UNIRAC.COM 2 9/6" PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART DETAIL DESCRIPTION: STANDARD RAIL REVISION DATE: 9/11/2017 DRAWING NOT TO SCALE SOLARMOUNT ALL DIMENSIONS ARE PART DETAIL NOMINAL a REVISION DATE: 9/27/2017 PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET NOTES: 1. END CAP INCLUDED WITH EVERY END CLAMP. 2. END CAP FITS SOLARMOUNT LIGHT AND STANDARD RAIL PROFILES. SOLARMOUNT STANDARD RAIL END CAP w SOLARMOUNT LIGHT RAIL • • OPTIONAL BREAK/CUT LINE -------------------- I 2�/s," z� � PUSH IN FRICTION FIT 3�15/16" :'rUNIRAC 1411 BROADWAY BLVD, NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW.UNIRAC.COM PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART DETAIL DESCRIPTION: END CAPS REVISION DATE: 9/27/2017 DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL a chi) PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET • •e•w.s • w ::OUNIRAC SolarMount Technical Datasheet Pub 110818 -ltd V1.0 August 2011 SolarMlount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Be Washer ' Bottomr (hidden..see Dimensions specified in inches unless noted �It ' Bottom Up Clip material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear Anodized Bottom Up Clip weight: --0.031 lbs (14g) Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents Assemble with one'/." -20 ASTM F593 bolt, one'/4"-20 ASTM F594 serrated flange nut, and one'/4" flat washer Use anti -seize and tighten to 10 ft -lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory Module edge must be fully supported by the beam NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) 1 24 Design Load lbs (N) Resistance Factor, m Y 1566 (6967) A 228 .X 0.662 Dimensions specified in inches unless noted �It ' Bottom Up Clip material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear Anodized Bottom Up Clip weight: --0.031 lbs (14g) Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents Assemble with one'/." -20 ASTM F593 bolt, one'/4"-20 ASTM F594 serrated flange nut, and one'/4" flat washer Use anti -seize and tighten to 10 ft -lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory Module edge must be fully supported by the beam NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, m Tension, Y+ 1566 (6967) 686 (3052) 228 1038 (4615) 0.662 Transverse, Xt 1128 (5019) 329 (1463) 3.43 497 (2213) 0.441 Sliding, Z+ 66 (292) 27 (119) 1 2.44 41 (181) 0.619 SolarMount Mid Clamp Part No. 302101C, 3021 01D, 302103C, 302104D, 302105D,302106D tmDWM" - ec'w€tnp0unt5 Y .x Dimensions specified in inches unless rolled SolarMount End Clamp Part No. 302001C, 302002C, 302002D, 302003C, 302003D,302004C,3020040,302005C, 302005D, 302006C,302006D,302007D,302008C,302008D, 302009C, 302009D, 302010C, 302011C, 302012C "UNIRAC • Mid clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 lbs (23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac'/4%20 T -bolt and ones .'-20 ASTM F594 serrated flange nut : • • Use anti -seize and tighten to 10 ft -lbs of torque • • • Resistance factors and safety factors are determine(MA& ilhg to part 1 section 9 of the 2005 Aluminum Design Manudl'and tlifrd- party test results from an IAS accredited laboratory e • • • f • fee* Applied Load Average Allowable Safety Design 2tels:stance Direction Ultimate Load Factor, Loaf • • Factor, , Transverse, Z+ lbs (N) Ibs(N) FS lbs (M4+••• mj Tension, Y+ 2020 (8987) 891 (3963) 2.27 1348 (599 ' 0.667 Transverse, Z± 520 (2313) 229 (1017) 2.27 346 (1539) • • 0.665 Sliding, Xt 1194 (5312) 490 (2179) 2.44 1 741 (3295) 0.620 ►x vsrs �ntGrues Dimensions specified in inches unless noted • End clamp material: One of the following extruded aluminum alloys: 6005 -T5,6105 -T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • End clamp weight: varies based on height: —0.058 lbs (26g) imp Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac '/0-20 T -bolt and one'/4"-20 ASTM F594 serrated flange nut • Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory • Modules must be installed at least 1.5 in from either end of a beam Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Loads Itis (N) ! Resistance Factor, m Tension, Y+ 1321 (5876) 529 (2352) 2.50 800 (3557) 0.605 Transverse, Z+ 63 (279) 14 (61) 4.58 21 (92) 0.330 Sliding, Xt 142 (630) 52 (231) 2.72 79 (349) 0.555 • • 009.0 beef 0000.• 0000• a • 0000• .0.000 • • SolarMount Beam Connection Hardware SolarMount L -Foot Part No. 304000C, 304000D Y A ►X riot Dimensions specified in inches unless rued : UNIRAC • L -Foot material: One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • L -Foot weight: varies based on height: -0.215 lbs (98g) • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized Soft UNIRAC documents L -Foot For the beam to L -Foot connection: • Assemble with one ASTM F593 %"-16 hex head screw and one ASTM F594 %"serrated flange nut • Use anti -seize and tighten to 30 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third -party test results from an IAS accredited laboratory NOTE: Loads are given for the L -Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment method Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, m Sliding, Z± 1766 (7856) 755 (3356) 2.34 1141 (5077) 0.646 Tension, Y+ 1859 (8269) 707 (3144) 2.63 1069 (4755) 0.575 Compression, Y- 3258 (14492) 1325 (5893) 2.46 2004 (8913) 0.615 Traverse, X± 1 486 (2162) 1 213(949)1 2.28 323(1436)1 0.664 ::�UNIRAC SolarMount Beams Part No. 310132C,310132C-B,310168C,310168C-B,310168D 310208C,310208C-B,310240C,310240C-B,310240D, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight (per linear ft) Of 0.811 1.271 Total Cross Sectional Area int 0.676 1.059 Section Modulus (X -Axis) in' 0.353 0.898 Section Modulus (Y -Axis) in' 0.113 0.221 Moment of Inertia (X -Axis) in4 0.464 1.450 Moment of Inertia (Y -Axis) in4 0.044 0.267 Radius of Gyration (X -Axis) in 0.289 1.170 Radius of Gyration (Y -Axis) Iin 0.254 0.502 SLOT FOR T -BOLT OR !/" HEX HEAD SCREW 2X SLOT FOR -� BOTTOM QIP 2.500 TI SLOT FOR 3/8" HEX BOLT .387- .750 Y 1 ►X SolarMount Beam SLOT FOR T -BOLT OR 1/4" HEX HEAD SCREW SLOT FOR BOTTOM CLIP SLOT FC 3�e" HEX BO 3.000 Y I A ►X SolarMount HD Beam Dimensions specfi'ied in inches unless noted • • .... ••.••• •••.•• .• • •••••• • ...• . •• •..•. •.•.•• .• • ..••. .. .. • .• •.••.. • . . • • •••... 4X 0.32 TH R U CLEARANCE FOR 5/16" HARDWARE F -I w i .25 100 1-1 AVAILABLE IN 5", 7", 9", AND 12" HEIGHTS F2] AVAILABLE IN MILL FINISH AND BRONZE ANODIZED FINISH F STAINLESS STEEL LAG SCREWS INCLUDED WITH ANODIZED FINISH ITEM NO. DESCRIPTION QTY. 1 CAP SCREW, HEX HEAD, 5/16"-18 X 3/4" UNC -2A, GRADE 8 1 2 ABASE, 1-1/4" ID, FOR 5/16" HARDWARE, A360 CAST AL 1 3 LAG SCREW, HEX HEAD, 5/16" X 3", ZINC 2 4 POST, 1.25" OD X 6.5", 6063 -T5/6063 -T6, MILL 1 5 WASHER, SEALING, 5/16" ID X 1-1/4" OD, EPDM BONDED SS 1 6 WASHER, FENDER, 5/16" ID X 1" OD, 18-8 SS 1 7 WASHER, SPLIT -LOCK, 5/16" ID, 18-8 SS 1 8 CAP SCREW, HEX HEAD, 5/16"-18 X 1" UNC -2A,-18-8 SS --1 .... ...... ,//2 I RON RI DGE UFO Family of Components I System Diagram SiMp1ifinr1, i`r..,.fZ!iir+r fnr C1fPn, ? ,Annitnn.tins_ The UFO family of components eliminates the need for separate grounding hardware by bonding solar modules directly to IronRidge XR Rails. All system types that feature the UFO family—Flush Mount, Tilt Mount and Ground Mount—are fully listed to the UL 2703 standard. UFO hardware forms secure electrical bonds with both the module and the rail, resulting in many parallel grounding paths throughout the system. This leads to safer and more reliable installations. Stopper Sleeve The Stopper Sleeve snaps onto the UFO, converting it into a bonded end clamp. Bonded Splice Each Bonded Splice uses self -drilling screws to form a a secure connection. No � bonding strap needed. Grounding Lug w - A single Grounding Lug .rr� _ ►++�. connects an entire row of PV modules to the grounding conductor. Universal Fastening Object (UFO) The UFO securely bonds solar modules to XR Rails. It comes assembled and lubricated, and can fit a wide range of modue heights. Bonded Attachments The bonding bolt attaches and bonds the L -foot to the rail. It is installed with the same socket as the rest of the system. O UFO C Stopper Sleeve • Grounding Lug m Bonded Splice —1— Ground Wire 4 Approved Enphase microinverters can provide equipment grounding of IronRidge systems, eliminating the need for grounding lugs and field installed equipment ground conductors (EGC). A minimum of two microinverters mounted to the same rail and connected to the same Engage cable is required. Refer to installation manuals for additional details. UL Certification The IronRidge Flush Mount, low Tilt Mount, and Ground Mount XR Rails r r XR1o0o Only Systems have been listed to UL Bonded Splice Each Bonded Splice uses self -drilling screws to form a a secure connection. No � bonding strap needed. Grounding Lug w - A single Grounding Lug .rr� _ ►++�. connects an entire row of PV modules to the grounding conductor. Universal Fastening Object (UFO) The UFO securely bonds solar modules to XR Rails. It comes assembled and lubricated, and can fit a wide range of modue heights. Bonded Attachments The bonding bolt attaches and bonds the L -foot to the rail. It is installed with the same socket as the rest of the system. O UFO C Stopper Sleeve • Grounding Lug m Bonded Splice —1— Ground Wire 4 Approved Enphase microinverters can provide equipment grounding of IronRidge systems, eliminating the need for grounding lugs and field installed equipment ground conductors (EGC). A minimum of two microinverters mounted to the same rail and connected to the same Engage cable is required. Refer to installation manuals for additional details. UL Certification The IronRidge Flush Mount, Tilt Mount, and Ground Mount XR Rails r r XR1o0o Only Systems have been listed to UL - - -- --- 2703 by Intertek Group plc. UFO/Stopper .i Bonded Splice d r N/A UL 2703 is the standard for - - evaluating solar mounting Grounding Lugs 1 per Row 1 per Row 1 per Array systems. It ensures these devices Microinverters Enphase - M250-72, M250-60, M215-60, C250-72 will maintain strong electrical and & Power Darfon - MIG240, MIG300, G320, G640 mechanical connections over Optimizers SolarEdge - P300, P320, P400, P405, P600, P700, P730 an extended period of time in - - - extreme outdoor environments. Fire Rating Class A Class A NIA Modules Tested or Evaluated with over 400 Framed Modules Go to IronRidge,com/UFC Refer to installation manuals for a detailed list. "4tl rights reserved Visit xrvvw.irridge.aom or call 14300-227-9523 for more infarmafiorr Yetsiotl i togilildig CLASS LEADING POWER OUTPUT 18o')5% MAXIMUM EFFICIENCY 1111111111110~4_370 ~4_ POSITIVE POWER TOLERANCE High -Power, American Quality Mission Solar Energy is headquartered in San Antonio, TX with module facilities onsite. We produce American quality poducts ensuring the highest power output and reliability to our customers. Our product line is well suited for residential, commercial and utility applications. Every Mission Solar Energy product is certified and surpasses industry standard regulations, proving excellent performance over the long-term. www.missionsolar.com I info@missionsolar.com CERTIFIED RELIABILITY > Tested to 3X IEC Standards > PID Resistant ADVANCED TECHNOLOGY > PERC and 5 busbar drive >18% module efficiency > Ideal for residential & commercial applications EXTREME WEATHER RESILIENCE > 5600 Pa snow load (117 psf) > 175 mph wind rating BAA COMPLIANT FOR GOVERNMENT PROJECTS > Buy American Act > American Recovery & Reinvestment Act LINEAR WARRANTY PRODUCT WARRANTY CERTIFICATIONS IEC 61215/ IEC 61730/ IEC 61701 UL 1703 (—A---, � L CO115 PowPiGuard CEC ustm 'As there are different certification requirements in different markets, please contact your local Mission Solar Energy sales representative for the specific certificates applicable to the products in the region in which the products are to be used. MISSION SOLAR ENERGY Electrical Parameters at Standard Test Crn>ditions (STC) P -type Mono -crystalline Silicon (156.75mm) Cell orientation 60 cells (6x10). 5 busbar Module dimension 1664mm x 999mm x 40mm Double stack (65.51 in. x 39.33 in. x 1.57 in.) Weight Module Type Front Glass MSE3055QSK 28 MSE310SQ8K MSE315SQ8K Power Output Pmax WP J -Box 310 315 Module Efficiency Connector % 18.35 18.65 18.95 Tolerance Ircd.=600 ZW/m c 3 0-+3% 0-+3% 0-+3% Short -Circuit Current Isc A 9.723 9.819 9.917 Open Circuit Voltage Voc V 39.96 40.09 40.13 Rated Current Imp A 9.238 9.362 9.465 Rated Voltage Vmp V 33.02 33.11 33.28 CLASS LEADING 305-315W IEC 61215 161730 161701. Salt mist UL UL 1703 listed ' '06# 6O lls PowerGuard CEC LISI`10 Fuse Rating 20 20 20 • • Normal Operating Cell Temperature (NOCT) Temperature Coefficient of Pmax Temperature Coefficient of Voc Temperature Coefficient of Isc Maximum System Voltage Operating Temperature Range Maximum Series Fuse Rating Fire Safety Classification Front & Back Load (UL standard) Hail Safety Impact Velocity 44'C (±2°C) -0.427%/*C 0.318%/°C 0.042%/°C 1,000VDC -40'C (-40*9 to +90°C (194'F) 20A Type 1. Class C 5600 Pa (117 psf) 25mm at 23 m/s Solar Cells P -type Mono -crystalline Silicon (156.75mm) Cell orientation 60 cells (6x10). 5 busbar Module dimension 1664mm x 999mm x 40mm Double stack (65.51 in. x 39.33 in. x 1.57 in.) Weight 18.2 kg (40.1 Ib) Front Glass 3.2mm (0.126 in.) tempered, 28 Low -iron, Anti -reflective coating Frame Anodized aluminum alloy Encapsulant Ethylene vinyl acetate (EVA) J -Box Protection class IP67 with 3 bypass-dtodes Cables PV wire, 1m (39.37 in.), 4mm2 112 AWG Connector MC4 or compatible Container FT Pallets Panels 305 W 53' Double stack 36 936 285.48 kW 40' Double stack 28 728 222.04 kW Panels Weight Height Width Length Pallet 26 1,1601bs 45.15® 45.00" 66.00 Mission solar Energy reserves the right to make specificatt ri changes without notice Incident Irrd.=200 'W/-\"' z -- 0 0 10 T) 3- le Voltage (V) Current -voltage characteristics with dependence on irradiance and module temperature BASIC DESIGN (UNITS: mm) Front View ,00.54 T — Orain anm Mm" Hole - r> Holt wiao I ,o-000 BackView 35.00 2,m l S MISSION SOLAR ENERGY Mission Solar Energy 18303 S. New Braunfels Ave-. San Antonio, Texas 78235 info@missionsolar.com I www.missionsolaccom MSE315SQ8K: 315'"' • • • • • • CURRENT •••, 12 •••••• Cells TempL =25'C • • • • 10 Incident Irrd.=1,030 • 4',tle • • 8 Incident Irrd.=8000-Wire a • 6 Incident Ircd.=600 ZW/m c 3 'W/m 4 Incident Irrd.=400 Incident Irrd.=200 'W/-\"' z -- 0 0 10 T) 3- le Voltage (V) Current -voltage characteristics with dependence on irradiance and module temperature BASIC DESIGN (UNITS: mm) Front View ,00.54 T — Orain anm Mm" Hole - r> Holt wiao I ,o-000 BackView 35.00 2,m l S MISSION SOLAR ENERGY Mission Solar Energy 18303 S. New Braunfels Ave-. San Antonio, Texas 78235 info@missionsolar.com I www.missionsolaccom soiar.: Power Optimizer P320 / P370 / P400 / P405 / P505 PV power optimization at the module -level — Specifically designed to work with SolarEdge inverters — Up to 25% more energy — Superior efficiency (99.5%) — Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization Fast installation with a single bolt — Next generation maintenance with module -level monitoring — Meets NEC requirements for arc fault protection (AFCI) and Photovoltaic Rapid Shutdown System (PVRSS) — Module -level voltage shutdown for installer and firefighter safety www,solaredge.us solar, " e • Power Optimizer P320 / P370 / P400 / P405 / P505 tx Raced STC power of the modute. Module of up to +51% power toleran. a ahowed NEC 2017 requires mu ;nput voltage be not more than 80V ' For other cwnectc, types please contact SoiarEdge PV SYSTEM DESIGN USING SINGLE PHASE A SOLAREDGE INVERTEW HD -WAVE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length P320, P370, P400 8 (Power Optimizers) P405 / P505 6 Maximum String Length 25 (Power Optimizers) 5700 (6000 with Maximum Power per String SE7600-US - SE11400- 5250 US) 10 18 8..... 14... i 25 Sol" I 6000'n 127504' W ....... _ .......................... ... ..... ................. I .......... ........... Yes ....-.................... ....- .................... ............... Parallel Strings of Different Lengths or Orientations .............................................. ......... ................... ................ _...... ....... ..,...... .............. ......... ..........:. .. . For detailed string sizing Wom anon refer to: http://www.solaredge.comlsites/default/bles/OfinCsizing_ra;>df K it's not allowed to mix P405/PSOS with P320/P370/P400/P600/P700/P800 in one string '6 A suing with more than 30 optimizers does not meet NEC rapid shutdown requirements; safety voltage will be above the 347Y requirement For SE14 4KUS/SE43,2KUS: R is altowed to install up to 6,500W per string when 3 strings are connected to the inverter (3 strings per unit for SE43.2KUSI and when the maximum power difference between the strings is up to 1,000, For SE30KUS/SE33.3KU5/S£66.6KUS/SE700KU5:: It is allowed to install up to 15.000w pe* string when 3 su'angs are connected to the inner (3 strings per unit for SE66.6KUS/SE100KU5) and when the maxmum power difference between the strings is up to 2,000W P370 P320 P400 P405 P505 OPTIMIZER MODEL (for higher -power (for high-power (for 72 & 96 -tell (for thin film (for higher (typical module compatibility) 60 and 72 -cell 54 -cell modules) modudesj modules) current modules) modules) INPUT --- - -- - - ------ -- — ------------ Rated input DC Power` ' -- — 320 370 400 405 505 W Absolute Maximum Input Voltage ; 48 60 80 1257 8312' Vdc (Voc at lowest temperature) MPPT Operating Range 8-48 8-60 8.80 12.5 - 105 12.5-83 Vdc Maximum Short Circuit Current (Isc) 11 10.1 14 Adc .. .. Maximum DC Input Current 13.75 1263 17.5 Adc Maximum Efficiency Weighted Efficiency ! 98.8 98-6 • • Overvol[a a Category 11 • • • • OUTPUT DURINGOPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDG€ INVERTER) • • • • Maximum Output Current -- _............ ------------ ._._.._._....� _ _-._._-_ _--s-•-si - 15 rr.y-...___... .•.•.---.- • • w • • w + • Maximum Output Voltage 6() • •s AS • • • + R R OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDG£ INV&�Eii{ F) : • • • • • Safety Output Voltage per Power 1 ± 01 • Optimim • • • • • • • • + • . • • STANDARDCOMPUANCE •• •• • i• •••••. EMCFCC Part 1S Class B, IEC61000-6-2, IEC61000-6-3 . _._.._... -.._.._......................_................. ......................... •' •' • + i. .. •.. •...._. ... _.. • - • Safety IEC62109-1 (class II safety), UL1741 • • • • w • s • • • RoHS Yes • • • • • INSTALLATION SPECIFICATIONS • • • • • • • + Maximum Allowed System Voltage ......................................... 1000 ........................................ _ ......................... ....... ... • . • . sc Compatible inverters All SolarEdge Single Phase Three..Phase .inwrters _ and _ ..................... .............. 128x152x361 128x152x50/ 128x152x59/ Dimensions (W x L x H) 128x152x28/5x5.97x1.1 ... .: . Sx5.97x1.42 Sx5.97x1.96 5x5.97x2.32 mill in Weight (including cabled ..... ......... .. ..... .... 630/1.4 7501.1-! 845/1.9 1064/2-3 gr / Ib Input Connector MC4111' ............... Output Wire Type / Connector ............................. Double insulated; MC4 Output Wire Length. .... ..... . ... ............... 0.95/3.0 1.2 / 3:g . .... .... ..... _. m (ft Operating Temperature Range .. ;« -40 - +85 j -40 - +185 `r ! `� Protection Rating IP68 / NEMA6P Relative Humidity 0-100 c tx Raced STC power of the modute. Module of up to +51% power toleran. a ahowed NEC 2017 requires mu ;nput voltage be not more than 80V ' For other cwnectc, types please contact SoiarEdge PV SYSTEM DESIGN USING SINGLE PHASE A SOLAREDGE INVERTEW HD -WAVE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length P320, P370, P400 8 (Power Optimizers) P405 / P505 6 Maximum String Length 25 (Power Optimizers) 5700 (6000 with Maximum Power per String SE7600-US - SE11400- 5250 US) 10 18 8..... 14... i 25 Sol" I 6000'n 127504' W ....... _ .......................... ... ..... ................. I .......... ........... Yes ....-.................... ....- .................... ............... Parallel Strings of Different Lengths or Orientations .............................................. ......... ................... ................ _...... ....... ..,...... .............. ......... ..........:. .. . For detailed string sizing Wom anon refer to: http://www.solaredge.comlsites/default/bles/OfinCsizing_ra;>df K it's not allowed to mix P405/PSOS with P320/P370/P400/P600/P700/P800 in one string '6 A suing with more than 30 optimizers does not meet NEC rapid shutdown requirements; safety voltage will be above the 347Y requirement For SE14 4KUS/SE43,2KUS: R is altowed to install up to 6,500W per string when 3 strings are connected to the inverter (3 strings per unit for SE43.2KUSI and when the maximum power difference between the strings is up to 1,000, For SE30KUS/SE33.3KU5/S£66.6KUS/SE700KU5:: It is allowed to install up to 15.000w pe* string when 3 su'angs are connected to the inner (3 strings per unit for SE66.6KUS/SE100KU5) and when the maxmum power difference between the strings is up to 2,000W solar=ee Single Phase Inverter with HD -Wave Technology for North America SE300OH-US / SE330OH-US / SE500OH-US / SE600OH-US / SE760OH-US / SE10000H-US Optimized installation with HD -Wave technology Specifically designed to work with power optimizers Record-breaking efficiency Fixed voltage inverter for longer strings -1integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article 690.11 and 690.12 UL1741 SA certi 'e , or CPUC Rule 21 grid compliance Extremely small High reliability without any electrolytic capacitors Built-in module -level monitoring Outdoor and indoor installation Optional: Revenue grade data, ANSI C12,20 Class O.S (0.5% accuracy) wave www.solaredge.us so I a r" • • ! Single Phase Inverter with HD -Wave Technology for North America SE3000H-US / SE380OH-US / SE500OH-US / SE6000H-US/ SE760OH-US / SE100001-1-US Automatic Rapid Shutdown upon AC Grid DisconnectblANUAKU - tD solar.,; -HID.:- �pverte. UL1741 UL1741 SA UL16996 CSAC22 2 Canadian AFCI accorgtoTl L . ..dinM 07 ....... I... ... 12-25 SE380OH US SESOOOH US SE6000H-USSE7600H US 4 waitantY .... ................. ...-. .. Emissions OUTPUT ..i......... INSTALLATION SPECIFICATIONS - _.. �. ----- -- - - -- • 6000 @ 240V --- ........ ..............4..................... 0a Rated AC Power Output 3000 9 5000 15000 @,Z08V,. 0 10000 -1111 _ VA ....................................................... ......... 3800 @ 240V - O 21.3x14.6 in/ Dimensions with Safety Switch (HxWxD) Max. AC Power Output 3000 5000 ' Top Optimized installation with HD -Wave technology Specifically designed to work with power optimizers Record-breaking efficiency Fixed voltage inverter for longer strings -1integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article 690.11 and 690.12 UL1741 SA certi 'e , or CPUC Rule 21 grid compliance Extremely small High reliability without any electrolytic capacitors Built-in module -level monitoring Outdoor and indoor installation Optional: Revenue grade data, ANSI C12,20 Class O.S (0.5% accuracy) wave www.solaredge.us so I a r" • • ! Single Phase Inverter with HD -Wave Technology for North America SE3000H-US / SE380OH-US / SE500OH-US / SE6000H-US/ SE760OH-US / SE100001-1-US Rapid Shutdown NEC 2014 and 2017 690.12 -_ - Automatic Rapid Shutdown upon AC Grid DisconnectblANUAKU - PLIANCE Safety UL1741 UL1741 SA UL16996 CSAC22 2 Canadian AFCI accorgtoTl L . ..dinM 07 ....... I... ... SE3000H-US SE380OH US SESOOOH US SE6000H-USSE7600H US SE1000OH-US .... ................. ...-. .. Emissions OUTPUT ..i......... INSTALLATION SPECIFICATIONS - _.. �. ----- -- - - -- 3800 @ 240V 6000 @ 240V --- ........ ..............4..................... 1111 3/4" minimum Rated AC Power Output 3000 3300.@ 208V 5000 15000 @,Z08V,. 7600 10000 -1111 _ VA ....................................................... ......... 3800 @ 240V - 16000 @ 240V 21.3x14.6 in/ Dimensions with Safety Switch (HxWxD) Max. AC Power Output 3000 5000 7600 10000 VA Weight with Safety SwitchL. 22/10 25.1 / 11:4 3 26.2/11.9 ........ 3300 .208V 5000 208V Noise < 25 <50 AC Output Voltage Min. -Nom. -Max. (183 - 208 - 229) ................. Cooling ..............._ .. ✓ ✓ Operating Temperature Range -13 to +140 / -25 to +6011 (-40°F / -40"C oon)'at Vac ........ AC Output Voltage Min. -Nom. -Max. (211- 240 - 264) _ ✓ ....._ ✓ ................... ✓ i ✓ . ✓ ✓ Vac --._. AC Frequency (Nominal) _-. 1111 ..........._ .......... ... 59,3 60 6051, Hz Maximum Continuous Output Current 208V 16 24 A ..... ........ Maximum Continuous Output Current @240V 1111. .._..,.... 12 5 .. ,... 16 21 25 32 A . .-......... _ 1111.. 1111 GFDI Threshold1 ........... . ........ ................ •' � • • A ........... Utility Monitoring, Islanding Protettion....., Country. .. . . . ........ . . _......... . .....,....... ... ................ ...............� 1111. • . � � • • • • • • • • • • ConfigurabieThresholis _------ _ Yes _ 11__1.1-----__1111- • • i ---____- • •, • • • • •' -.-.__-_-_ • INPUT - — - --15550 ._. Maximum DC Power @240V 4650 5940 7750 9300 • TMO • l0 • ........... ...1.111.... ..... . _ ...1111. Maximum DC Power @208V 5140 7750 • w• • _... _ . • • • • • • • • ......., .11 .1 ....1 ..11 ..1 ........ .. Tran ............ .... .... . - * _ Maximum Input Voltage -Maximum. . . _....... ... .. .. .. 480 1111... • • • . �.: • • Nominal DC a In P.ut Volta Voltage 'I :........... .1111._ 380 _..........,..............., ..,........... •• .•�... 400 •1111.•. it1•••• Maximum Input Current 208V _. - .1111 _-.. ... 9 ........ 13 5 • •: • • • �. • _. • Maximum In ut Current @240V P 8 5 10.5 13.5 i6 5 • 28 • 27 Adc • 1111... ... ... ................ Max. In ut Short Circuit Current p. ... .. .. ...........................-........... 45 11.11 ... .. ..., • 0.0.0.* • 1111.. Adc 1111. ... 1111.. ... Reverse -Polarity Protection _ 1111.. . ........... 1111 . .................... Yes � • • • �11� • • • • • • .. ........ Ground -Fault Isolation Detection ...... . .. 600ku Sensitivity � 1111 .� �� • • • • • _ . _ Maximum Inverter Efficiency 99 1111. 99.2 "•' % . ............ 1111. 1111-1111 1111.. - CEC Weighted Efficiency ....... 99 % ... Nighttime Power Consumption --g-----1.11.1 p _ ._ < 2 5 _. _ _. _ . _. _ W ADDITIONAL FEATURES Supported Communication Interfaces RS485, Ethernet ZigBee (optional), Cellular (optional) i Revenue Grade Data, ANSI 012.20 Oationall` Rapid Shutdown NEC 2014 and 2017 690.12 -_ - Automatic Rapid Shutdown upon AC Grid DisconnectblANUAKU - PLIANCE Safety UL1741 UL1741 SA UL16996 CSAC22 2 Canadian AFCI accorgtoTl L . ..dinM 07 ....... I... ... Grid Connection Standards IEEE1547, Rule 21, Rule 14 (HI) ............................ ....... .... ................. ...-. .. Emissions ........ ..,.. ........... FCC Part 15 Class 8 ..i......... INSTALLATION SPECIFICATIONS AC Out ut Conduit Size / AWG Ran a3/4 minimum J 20 AWG .. ........ ..............4..................... 1111 3/4" minimum ........ DC Input Conduit Size J it of Strings /AWG Range 3J4" minimum / 1-2 strings J 14-6 AWG J 1-3 strings / .. 14-6, AWG . 21.3x14.6 in/ Dimensions with Safety Switch (HxWxD) 17.7 x 14.6 x 6.8 / 450 x 370 x 174 i x 7.3 / 540 x j...,370x 185.... i..mm... Weight with Safety SwitchL. 22/10 25.1 / 11:4 3 26.2/11.9 ........ i 38.8/17.6... .Ib / kg Noise < 25 <50 dBA ................. Cooling ..............._ .. ........................................................:.... ........................ 1111. Natural Convection Natural convection ....... 11.....1.1..............................., ......... Operating Temperature Range -13 to +140 / -25 to +6011 (-40°F / -40"C oon)'at F /'C Protection Ratin g ...... ... NEMA 3R (Inverter with Safety Switch) .1111. ....... ..... ....... _._........................... i......... For other regional settings please contact SolarEdge support Revenue grade inverter p/N: SExxxxH-US(WNNQ "} For power de-ratkng information refer to, https://www.solaredge.com/sites/default/files/se-temperature-derating-note-na.pdf �'' -40 version P/N: SExxxxH-U5000NNU4