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Permit File BLD-2019-0734 5203 Maritime Court
" C • City of Anacortes Invoice/Permit#: BLD-2019-0734 904 6th Street Applied date: 11/08/2019 P.O.Box 547 Issue date: 11/14/2019 Anacortes, WA 98221-0547 =r:+ Expire date: 05/12/2021 ,wz (360) 293-1901 Job Address: 5203 MARITIME CT Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-3051 Project: APN: P120230 Remarks: Install roof-top grid-tied solar photovoltaic system for power generation. Owner: KUHNLEIN PROPERTIES LLC Contractor: BANNER ELECTRIC INC. DBA BANNER POWER S Address: 705 COMMERCIAL AVE Address: 130 E HAZEL AVE ANACORTES WA 98221-4110 BURLINGTON WA 98233 Phone: Phone: (360) 770-2185 License#: General Information: Fees: Building Valuation 3643 Building Permit Fee 97.25 Plan Review Fee 63.21 State Building Code Fee Resi 6.50 Total Calculated: 166.96 Deposits/Receipts: 0.00 Total Due: 166.96 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 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 OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. /(17/c SIGNATUR OF OW R OFF A HORIZED AGENT ISSUED BY Permits and Insp,.. - BLD 2019-0734 - 2019 019461-0068 Carla Br... 11/14/2019 02:39PM 12563 - BANNER ELECTRIC INC. DBA BANN... BLS-2019-0734 Single Family AlterationlRepair Permit Payment Amount: 166.96 Transaction Amount: 166.96 CHECK: 002658 c27LD - 2_0 ict PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT r RE5W®E 1 IAL BUILDING PERMIT APPLICATION .l(lailing Address: P.O. Box 547, Anacortes, WA 98221 O 2019 ffice Location: 904 6th Street,Anacortes WA 98821 Nov Phone: (360) 293-1901, Fax: (360) 293-1938 CITY OF ANAC(FT 'i PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#):5203 Maritime Ct PARCEL(S)#:P120230 Subdivision/Lot#:N/A PROJECT VALUATION: $ 3642.50 APPLICANT:Banner Electric,Inc.DBA Banner Power Solutions Phone:360-755-3030 Address(Street,City,State,Zip): 130 E Hazel Ave,Burlington WA 98233 E-Mail Address:info@bannerpowersolutions.com PROPERTY OWNER: Peter&Lisa Kuhnlein Phone:360-299-2566 Address(Street,City,State,Zip):5203 Maritime Ct,Anacortes,WA 98221 E-Mail Address:peter@kuhnlein.com CONTACT PERSON: Andy Bourne,Banner Electric Inc. Phone:360-755-3030 Address(Street,City,State,Zip): 130 E Hazel Ave,Burlington,WA 98233 E-Mail Address:andy@bannerpowersolutions.com LENDING AGENCY:N/A Phone: Address(Street,City,State,Zip):N/A E-Mail Address:N/A CONTRACTOR:*Banner Electric Inc. Phone:360-755-3030 Address(Street,City,State,Zip): 130 E Hazel Ave,Burlington,WA 98233 E-Mail Address:andy@bannerpowersolutions.com Professional License#: Exp.Date: 1/2020 *All Contractors&Subcontractors must have a valid City of Anacortes EC BANNEEI965RP business license prior to doing work in the City. Contact the City's Business License#: Exp.Date: 12/31/2019 Finance Department at(360)299-1968. 602453660 PROPOSED WORK: Roof-top installation of grid-tied solar photovoltaic system for power generation PROPOSED NEW SQUARE FOOTAGE: Basement SQ': ❑ Finished Basement: ❑ Unfinished Basement 1"Floor SQ': Garage/Carport SQ': 2nd Floor SQ': Deck/Covered Porch/Patio SQ': Fire Sprinkler: ❑ Yes ❑ No Lot Area SQ': I declare under penalty of perjury that the information I have provided on this form/application is true,correct,and complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: Andy Bourne Owner ❑ � p fY)� Agent s eci PV Designer g Signature: Andy Bourne Date: 11-7-19 Page 1 of 3 CITYOFANACORTES � _PLANNING tgt , i-- rc-� BfLI � 1:e ,_ Sri Peter & Lisa Kuhnlein c ` o PER, D PI ANS 5203 Maritime CourteadAA ,—)-,- �° -7 Anacortes, WA 98221 ,0 ADDREss: G� . Peter 360-299-2566 <) N 3 ____&1,__6_--1, p— -----.—...------4--_____- !� .� Lisa 206-380-4958 ( - o A0�1 (, rY: -, u Peter@kuhnlein.com y=-1 ` Z 11. �,�_ Site Overview €- i S �ACT TO FIELD - -- C , k -- CT � - . . _ ..k • . . 1 1 \\11,k,\\*„....... , fig Allfil.:11114•4 Ft ,... i ‘iiiilholit . . -.. )1ii, .,. i. Y ` VV+ w = R •- . I .... ill. ' SW , .-it . ...... - 3,•. mow ..�. ?-- V -,_ T s 'p • I . , ortkii„.. 4. ,1 « t r J t► ', 52D SMarium.... e 1i . , .,� i I 4,...... ,r i ....t.. 4 i 4 i4...m. • 0, • ): y IP'` I se: t 11111 4' ' ar •�� •i ir„an . 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MF,p Peter & Lisa Kuhnieon 5203 Maritime Court Anacortes, WA 98221 Peter 360-299-2566 Lisa 206-380-4958 Peter@kuhnlein.com Layout with Setbacks 79"" ,r' ,, 2, 4 . __ . _____._ . . . __ ____ _ . . , —.7.,__-• ____:_____.___ , , ,, ..4.‘ _ .... _ . ___ •, ,,, , ,, 38.. 4,-,_-_-_,_. _ _ _ ... _ • .._ _______„.....„___ 7::_=__.___.______, „ , .. •i, . _ _ _ ...... _____ _ _ , 1; ,, r ,. , .,,,.. _ . _ _ ___ , , ,, , , __ _ ___ , .1, „ , _4--„---_--.. - .----1-:.-_---_---_-_--,-_---_-_---.-__T-- ,, f, - _ ___-_- , „ ,, , .• , , , , , .-. ,--- . -F._ , , , . .. , , , — .-- :_:-_ -- ,-.--=_- _ cd . ., ,. , __ __ __ . , , , :1, , , , , , , • • E-.1 ., ,,, ,,_----__---_-:_-_---_-.---.7_-_ -.„4:-,---_-_„7, „i ! ,I 1, 1,,1, , ,, . 4 , _-_-__:_. 1 1 , _ , , , , ,, , , < ''' ..".."...: -- - , „ •. � � '- } 1 1 ll � I II 1' 11 l = •- I s I I ' I ;L . 1 j I I ' 1 0 i) 11ri� ),0 . , I I I ' II I -- .: •nw , � i; 1 i18" '' - I I it;11 i f 1 ' ' it - - .. — - -- ' 1 � i ?I''' 1 j I 1 r— I I i j � �II + 1 I i l t I 1' , l • I } I --_—�� - __ —_ �— — _ — _. • F+: Ii Ij, I fI I T_ � �� { i 11¢+ �� , G ! ,�1I' • r. I II l I ............ I I ,I 1 ,_1 � I � ! I 1 ,f, I 1iI I 1 ' ._ � 1I I T 1 1�14 --"- - 11 ' ' I 1 "!i • {1i'r 1 Ij 1 !1 s 1 _ 7 — 1' 1 1 "! 1 I .� - 1 11 •' I 1 . _ I - ..iiiiiii- - : . 18" Peter& Lisa Kuhnlein 5203 Maritime Court Anacortes, WA 98221 Peter 360-299-2566 Lisa 206-380-4958 Peter@kuhnlein.com Square Footage of Roof and Solar Roof Total Sq Footage =2799 Solar total Sq Footage= 791 151.528 ft2 — `— Solar Sq Footage percent of Roof Sq Footage=28% 2799 ft2 Total Roof 83.683 ft2 184.958 ft2 370.047 ft2 5/11/2018 Chapter 6:Building Services and Systems,Fire Code 2015 of Washington I UpCodes 605.11.1.2 Solar Photovoltaic Systems For Group R-3 Residential and STATE Buildings Built Under The International Residential Code AMENDMENT Solar photovoltaic systems for Group R-3 residential and buildings built under the International Residential Code shall comply with Sections 605.11.1.2.1 through 605.11.1.2.5. Exceptions: 1. Residential dwellings with an approved automatic fire sprinkler system installed. 2. Residential dwellings with approved mechanical or passive ventilation systems. 3. Where the fire code official determines that the slope of the roof is too steep for emergency access. 4. Where the fire code official determines that vertical ventilation tactics will not be utilized. 5. These requirements shall not apply to roofs where the total combined area of the solar array does not exceed 33% as measured in plan view of the roof area of the structure, where the solar array will measure 1,000 ft2 or less in area, and where a minimum 18 inches unobstructed pathway shall be maintained along each side of any horizontal edge. 605.11.1.2.1 Size of Solar Photovoltaic Array STATEAM 1. Each photovoltaic array shall be limited to 150 feet(45,720 mm) by 150 feet (45,720 mm). Multiple arrays shall be separated by a 3-foot wide (914 mm) clear access pathway. 2. Panels/modules shall be located up to the roof ridge where an alternative ventilation method approved by the fire code official has determined vertical ventilation techniques will not be employed. https://up.codes/viewer/washington/ifc-2015/chapter/6/building-services-and-systems#605 6/9 Kuhnlein - 5203 Maritime Court (#568406) ' ��' ' IRONRIDGE •-I �' ! 28357 INDUSTRIAL BLVD., HAYWARD CA 94545 pitched roof f: jh NOV 0:.0 2019 Project Details riffle' OF ANACO1- 1 L S Name Kuhnlein - 5203 Maritime Court Date 11/07/2019 Location 5203 Maritime Court, Anacortes, WA, 98221 Total modules 47 Module Mission Solar Energy: MSE60A310 (40mm) Total watts 14,570 Dimensions 64.57" x 39.06" x 1.57" (1640.0mm x 992.0mm x 40.0mm) Attachments 86 System Weight Load Assumptions Total system weight 2,310.2 lbs Wind exposure B Weightattachment 26.9 lbs Wind speed 110 mph Racking weight 340.9 lbs Ground snow load 30 psf Distributed weight 2.8 psf Attachment spacing 4.0' Roof Information Roof material Comp Shingle Building height 25 ft Roof attachment None Roof slope 9 ° Attachment hardware Square Risk category II Span Details XR100 - Portrait Reaction Forces XR100 - Portrait Zone Down Uplift Lateral Zone Max span Max cantilever (Ibs) (Ibs) (Ibs) 1 5' 10" 2'4" 1 320 91 54 2 5' 10" 2'4" 2 320 191 54 3 5' 10" 2'4" 3 320 303 54 Last updated by Andy Bourne on 11/07/19 11 :44 AM Page 1 of 7 Kuhnlein - 5203 Maritime Court (#568406) IRONRIDGE 28357 INDUSTRIAL BLVD., HAYWARD, CA 94545 pitched roof Roof Section 1 Definition Roof Section Weights Roof Section (all segments) 22 modules Total weight: 1,063.4 Ibs Provided rail: 174' [10 x 14', 2 x 17'] Portrait orientation Weight/attachment:28.0 lbs Attachments: 38 Graphical entry Total Area: 391.2 sq ft Splices: 6 Distributed weight: 2.7 psf Clamps: 38 Diagram 111111115 III 1111111111111111111111 LO I 131'5" I Segments Columns Length Cantilever Cantilever nail Attachments Splices Clamps Violations 3 10' 1' None 28' [2 3z 14'] 6 0 4 6 19' 10" 1' 11" None 56' [4 xx 14'] 10 2 10 13 42' 10" 1' 5" None 90' [4 H 14', 2 x 17'] 22 4 24 Last updated by Andy Bourne on 11/07/19 11 :44 AM Page 2 of 7 Kuhnlein - 5203 Maritime Court (#568406) /lam IRONRIDGE 28357 INDUSTRIAL BLVD., HAYWARD, CA 94545 pitched roof Roof Section 2 Definition Roof Section Weights Roof Section (all segments) 11 modules Total weight: 549.5 lbs Provided rail: 112' [8 x 14] Portrait orientation Weight/attachment: 25.0 lbs Attachments: 22 Graphical entry Total Area: 196.7 sq ft Splices: 2 Distributed weight: 2.8 psf Clamps: 16 Diagram 111111111111 II I 4-1. in I 131' 5" I Segments Columns Length Cantilever Cantilever Rail Attachments Splices Clamps Violations 1 3' 5" 0" None 28' [2 x 161 4 0 0 2 6'8" 1' 4" None 28' [2 zc 14°] 4 0 2 8 26' 5" 1' 3" None 56' [4 21 VI 14 2 14 Last updated by Andy Bourne on 11/07/19 11 :44 AM Page 3 of 7 Kuhnlein - 5203 Maritime Court (#568406) IRONRIDGE 28357 INDUSTRIAL BLVD., HAYWARD, CA 94545 pitched roof Roof Section 3 Definition Roof Section Weights Roof Section (all segments) 5 modules Total weight: 253.2 lbs Provided rail: 56' [4 x 14'] Portrait orientation Weight/attachment:25.3 lbs Attachments: 10 Graphical entry Total Area: 89.9 sq ft Splices: 0 Distributed weight: 2.8 psf Clamps:6 Diagram II LU 131'5° — - Sognionis L oli sins Length Cantilever Cantilever Rail Attachments Splices Clamps Violations 2 6' 8" 1' 4" None 28° [2 x 14'] 4 0 2 3 10' 1' None 28' [2 ac 14'] 6 0 4 Last updated by Andy Bourne on 11/07/19 11 :44 AM Page 4 of 7 Kuhnlein - 5203 Maritime Court (#568406) /Ai► IRONRIDGE 28357 INDUSTRIAL BLVD., HAYWARD, CA 94545 pitched roof Roof Section 4 Definition Roof Section Weights Roof Section (all segments) 9 modules Total weight:444.1 lbs Provided rail:84' [6 x 14'] Portrait orientation Weight/attachment:27.8 lbs Attachments: 16 Graphical entry Total Area: 160.6 sq ft Splices:2 Distributed weight: 2.8 psf Clamps: 14 Diagram snow kr 131'5" Segments Columns Length Cantilever Cantilever Rail Attachments Splices Clamps Violations 2 6'8" 1' 4" None 28' [2 x 14'] 4 0 2 7 23'2" 1' 7" None 56' [4 x 14'] 12 2 12 Splice Details TOP-FACING SLOT SELF-DRIVING SCREW t - RAIL INTERNAL SPLICE INTERNAL SPLICE ••`' ! 0 0 6 0 Splice Connection SIDE-FACING SLOT XR100 Last updated by Andy Bourne on 11/07/1911 :44 AM Page 5 of 7 Kuhnlein - 5203 Maritime Court (#568406) dig IRONRIDGE 28357 INDUSTRIAL BLVD., HAYWARD, CA 94545 pitched roof` Clamp Detail PVMODULE --- UNIVERSAL Ilk, FRAME _- FASTENING �~ FRAME PV MODULE - (€w Fpv RAME OBJECT x ,< EIN WV f I - UNIVERSAL �"�'�"'���ill.1 "' / - / _�. �FASTENING " t RAIL 1 OBJECT FRAMEPV Ck O --_- `r ( CAMO cl ,, RAIL \ ,, RAIL Mid Clamp, Plan Mid Clamp, Front CAMO End Clamp, Plan CAMO End Clamp, Front G61Hnr<iding Diagram IMI 0 < O O _ m _ O O > OI A O < 0 c Q� 0 > 0 ____ 0 m - - - - 0 0 = = i-T1 = - o o • ® :i: 1 AI I I 1 1 11 1 0 0 0 = _ [ Im ® o 0 > O Mai - 0 UFO Clamp ® Grounding Lug * Fault Current Ground Path _J__ Min 10 AWG Copper Wire * Bonded Splice (Rail Connection) " Grounding Lugs and Wire are not required in systems using Enphase microinverters. Last updated by Andy Bourne on 11/07/19 11 :44 AM Page 6 of 7 Kuhnlein - 5203 Maritime Court (#568406) IRONRIDGE 28357 INDUSTRIAL BLVD., HAYWARD, CA 94545 pitched rod. Bill of Materials Part Spares Total Qty Rails & Splices XR-100-204B 0 2 XR100, Rail 204" (17 Feet) Black XR-100-168B 0 28 XR100, Rail 168" (14 Feet) Black XR-100-SPLC-M1 0 10 XR100 Bonded Splice (Incl. Self-tapping Screws) Clamps & Grounding UFO-C L-01-B 1 0 74 Universal Module Clamp, Black CAMO-01-M1 0 40 Hidden End Cam (universal clamp) XR-LUG-03-A1 0 10 Grounding Lug, Low Profile Attachments BHW-SQ-02-Al 0 86 Square-Bolt Bonding Hardware Last updated by Andy Bourne on 11/07/19 11 :44 AM Page 7 of 7 !Tip 17-4 17, )1/ RAN R I DGE t ! 1495 Zephyr Avenue Hayward, CA 94544 Nov o 8 2019 IronRidge.om3 j Attn: Corey Geiger, COO, IronRidge Inc. r,I'-y OF ANACORTES Date: September 7', 2018 Re: Structural Certification and Span Tables for IronRidge Flush Mount System This letter addresses the structural performance and code compliance of IronRidge's Flush Mount System. The Flush Mount System is a proprietary rooftop mounting system used to support photovoltaic (PV) modules installed in portrait or landscape orientation and set parallel to the underlying roof surface. PV modules are supported by extruded aluminum XR Rails and secured to the rails with IronRidge mounting clamps. The XR Rails are side mounted to a selected roof attachment with 3/8" stainless steel bonding hardware and then attached directly to the roof structure or to a stanchion that is fastened to the underlying roof structure. Assembly details of a typical Flush Mount installation and its core components are shown in Exhibit EX-0015. The IronRidge Flush Mount System is designed and certified to the structural requirements of the reference standards listed below, for the load conditions and configurations tabulated in the attached span tables. • ASCE/SEI 7-10 Minimum Design Loads for Buildings and Other Structures(ASCE 7-10) • 2015 International Building Code(IBC-2015) • Washington State Building Code Amendment WAC 51-50 • 2015 Aluminum Design Manual (ADM-2015) The tables included in this letter provide the maximum allowable spans of XR Rails in the Flush Mount System for the respective loads and configurations listed, covering wind exposure categories B, C, & D, roof zones 1, 2&3, and roof slopes from 0°to 45°. The span tables are applicable provided that the following conditions are met: 1. Span is the distance between two adjacent roof attachment points (measured at the center of the attachment fastener) 2. The underlying roof pitch, measured between roof surface and horizontal plane, is 45°or less. 3. The mean roof height, defined as the average of the roof eave height and the roof ridge height measured from grade, does not exceed 30 feet. 4. Module length shall not exceed the listed maximum dimension provided for the respective span table and module width shall not exceed 48". 5. All Flush Mount components shall be installed in a professional workmanlike manner per IronRidge's Flush Mount installation manual and other applicable standards for general roof construction practice. ©2018 IronRidge,Inc. WA Flush Mount System Certification Letter-1 1495 Zephyr Avenue IRON RIDGE Hayward, CA 94544 1-800-227-9523 IronRidge.com The parameters and adjustments allowed in the span tables are defined as the following: 1. The Flush Mount System is designed as a Risk Category II structure as defined by ASCE 7-10 Chart 1.5-1. 2. When designing with a roof slope not listed in the span tables, but no greater than 45°, the lesser of the two span values listed immediately below and above the desired slope shall be used. For instance, if one is designing to a roof slope of 12°, use the lesser of the two span values associated with 10°and 15°. 3. The wind speed selection shall conform to ASCE 7-10 Fig. 26.5-1A(Risk Category II wind)and any state&local county/city amendments to the IBC. No special wind topographic features are included in the span tables and the topographic coefficient(Kzt) is taken as 1.0. 4. The snow load used in the span tables is the ground snow and shall conform to ASCE 7-10 Fig. 7-1. If a more restrictive snow load is imposed by a local building code/amendment to the IBC, such snow load requirement shall also be complied with. If the local jurisdiction specified snow load is in the format of a flat roof snow load, it shall first be converted to a ground snow following the local building code/amendment before the application of the attached span tables. No special snow conditions are considered including unbalanced, drifting, sliding or ponding snow. Snow load conditions presented in the span tables do not include buildings which are intentionally kept below freezing, kept just above freezing, or unheated. 5. The span tables reflect the ASCE 7 prescribed earthquake loads with the maximum magnitudes being: 1) For ground snow no greater than 42psf: Ss <-2.0g for Site Class A, B, C, or D. 2) For ground snow greater than 65psf: Ss < 1.0g for Site Class A, B, C, or D. 3) For ground snow between 42 and 65psf: Ss s 1.5g for Site Class A, B, C, or D. 6. Roof zone size and definition conforms to ASCE 7-10 Fig. 30.4-2A. 7. Allowable span length in the charts may be multiplied by a factor of 1.08 if the rails are continuous over a minimum of three spans. 8. An array to roof clearance of 2" minimum must be provided. 9. The maximum cantilever length measured from the rail end to the nearest attachment point shall not exceed 40% of the allowable span provided for the respective load &configuration condition from the span tables. 10. No rail splices are allowed in the cantilever, outer 2/3 of end spans, or middle 1/3 of interior spans. 11. For shaded cells of the span tables, UFO Mid Clamps shall not be installed closer than 20"to the shaded cell's associated Roof Zone. 12. When a roof attachment listed in IronRidge's Flush Mount installation manual is considered, the span values provided in this letter can be adjusted using IronRidge's online Design Assistant by checking the capacity of the selected roof attachment against the reaction forces provided in Design Assistant. ©2018 IronRidge,Inc. WA Flush Mount System Certification Letter-2 //� I RON RI DGE 1495 Zephyr Avenue Hayward, CA 94544 1-800-227-9523 IronRidge.com 13. Systems using CAMO module clamps shall be installed with the following guidance: 1) For single module installations("orphan modules") using modules with a length greater than 67.5", CAMO clamps shall not be installed in regions that experience ground snow loads of 70psf and greater: such scenarios are shown by asterisks in the applicable span table. 2) CAMO will function within a module's design load ratings. Be sure the specific module being used with CAMO is listed in IronRidge's installation manual, is suitable for the environmental conditions of a particular project, and meets the dimensional requirements shown in the figure below. Module Glass/Cells Frame Compatibility: X= 1.2-2.2mm Y= 15-40 mm Y I X Figure 1:CAMO Module Frame Dimensional Requirements ©2018 IronRidge,Inc. WA Flush Mount System Certification Letter-3 1495 Zephyr Avenue IRON R I DGE Hayward, CA 94544 1-800-227-9523 IronRidge.com The span tables provided in this letter are certified based on the structural performance of IronRidge XR Rails only with no consideration of the structural adequacy of the chosen roof attachments, PV modules, or the underlying roof supporting members. It is the responsibility of the installer or system designer to verify the structural capacity and adequacy of the aforementioned system components in regards to the applied or resultant loads of any chosen array configuration. Sincerely, y o c � y1 F' 20 8 09 8 �o . 0 5:04 =00 7 000 l GISTtiSt� �, r:•b.l:'.:rid Gang Xuan, PE, LEED AP Senior Structural Engineer ©2018 IronRidge,Inc. WA Flush Mount System Certification Letter-4 Rail: Flush Mount System Span Table(inches) XR100 Portrait Installation (Maximum Module Length 67.5") Expo ure 6 Wind Roof Ground Snow:0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf Speed Slope (mph) (de s.) , Z 2 Zone 3 10 1-16 I 164-- —$6 81 81 81 80 0—70 ;1�70 70 63 63 63 57 I 57 - -57--_--34 54 54 51 51 5-1 47 51 51 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 118 104 83 98 98 83 83 83 83 81 81 81 73 73 73 67 67 67 61 61 61 57 57 57 54 54 54 51 is 115 103 1 8395 95 I 8"3- 80 80-`8 76 I 80 876 76 67 67 67 60 -1 60 60 54 T 54 54- 5i Si Si 47 r 47 47 45 I 44- 45-`- 20 113 _101 : 82 ' 95 95 82 80 60 80 76 1 76 76 67 67 67 6 _ 55 I 55 5-5 51 Si 51 47 47 j �45 45 45 110 25 112 -far-7$2 1 95 95 S2 81 81 '$1 77- 77 77 68- -b8 681 51 61— 61---- 56 r 56 ----56" 52 52 52--- 48 48 68 46 46- 30 110 110 i 110 96 96 96 82 82 82 79 I 79 79 70 I 70 lb 63 63 63 57 I 57 57 54 54 54 Si 51 51 47 47 47 35 109 1 169 97 97 I 97 85 ! 83-"-65 83 I 83 83 74 74 74 67 67 67- 61 -1,---61 61 6 -56 56-53 53 53 -51 W51 i '51 40 1 1 08 99 I 99 I 88 88 87 I 87 { 87 78 78 78 71 71 71 66 ! 66 66 61 ' 61 6 7 i 57 54 54 ? 54 45 --107_ 107-;--107 102 102- 102 92 92^'-82 -__ 51 91 91 85 `--85- -15---- 78--` 78 78-- 72 -! -72----72---68- -68- 63 63--- 63 60 60 i 60 5 118 99 79 98 98 I 79 83 83 { 79 81 81 I 79 73 73 73 67 67 1 67 61 1 61 61 57 57 57 54 { 54 54 51 51 51 - 10 116 - 100 80- 96 96 i 80 Si 81 80 80 ' 80 1 80 76 70 70 63 i 63 63 57 1 57 57 54 54 54 51 51 _ 51 47 47 47 11`�5. 98 80 95 95 ; 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(11.4 t1i4Q 2+ o! Nov 0,820Mg 3 & 4 MICROFLASHINGO FOR QUICKBOLT MOUNTING KIT OF ANACORTES -711. 5 '3' 411/4 .k QuickB A DIVISION OF QUICKSCREWS INTERNATIONAL CORP . ,. . .. -...:.,„_:,.4_,,, , . fry TABLE OF CONTENTS • ,.., , .. . : _ ,-,.. ... . .. .: „.. _. ,,,.... ,:_._ ., _________.... „ r --„,..„.,,, . .z.„. :_,, 3 SPEC SHEET QTY&MEASUREMENT INFORMATION 4 TEST RESULTS SUCH AS:WATER, UPLIFT,COMPRESSION, ETC. I UL CERTIFICATION PROOF OF UL CERTIFICATION Quickscrews International Corp.has changed the name of its solar division from SolarRoofHook to QuickBOLT Part # Box Quantity 17669 3" Microflashing® (10) 17659 4" Microflashing® (10) ...wckscrews Intl Corp #17669 File#E493748 • • Microflashing® Microflashing® Part# 17669 5/16" x 3" 304 Stainless Steel Compression Washer Black 1 0 rPart # 17659 5/16" x 4" 304 Stainless Steel Compression Washer Black 5830 Las Positas Road,Livermore CA 94551 I 3948 Airway Drive,Rock Hill SC 29732 Phone:(844)671-6045 I Fax:(800)689-7975 I www.quickbolt.com QuickBOLT is a division of Quickscrews International Corp. TEST RESULTS . Quick B� .LT February 26, 2019 To whom this may concern, QuickBOLT is committed to excellence. The parts tested are durable goods, meaning the material composition and detailed specifications of the parts do not change. Therefore, all stamps are current. Any part tested will have the same results no matter what year the tests are performed. SolarRoofHook is the previous name of QuickBOLT. Any test result referencing SolarRoofHook is referring to a QuickBOLT product. All our parts were tested by a third-party test facility, in possession of a current engineering license for the state where the tests were performed for the following. 1. Uplift test 2. Downward load test 3. Lateral Test—Asphalt Mounts, and Metal Mounts only 4. ASTM E2440 and ASTM E330 Waterproof Tests - QuickBOLT only The following is an excerpt from: CALIFORNIA BOARD FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS guide to Engineering & Land Surveying for City and County Officials Page 12, Line 27 27. If the license has expired between the time the engineering documents were prepared and the time when the local agency's review is performed, do the documents need to be re-sealed by a licensee with a current license? (B&P Code §§ 6733, 6735, 6735.3, 6735.4) As long as the license was current at the time the engineering documents were prepared, the documents do not need to be re-sealed prior to review by the local agency. However, any changes (updates or modifications) to the documents that are made following the review by the local agency would have to be prepared by a licensed engineer with a current license and those changes would have to be signed and sealed. We trust the information provided will resolve any request for the test reports submitted to have a stamp from the current year. Regards, Rick Gentry Executive Vice President 5830 Las Positas Road, Livermore CA 94551 I 3948 Airway Drive, Rock Hill SC 29732 Phone: (844) 671 -6045 I Fax: (800) 689-7975 I www.quickbolt.com QuickBOLT is a division of Quickscrews International Corp. intertek Total Quality.Assured. SOLAR ROOF HOOK - A DIVISION OF QUICKSCREWS INTERNATIONAL CORPORATION TEST REPORT SCOPE OF WORK WATER TESING ON LOW PROFILE QUICKBOLT,5-1/4"WITH 4"WASHER REPORT NUMBER H4949.01-301-32 R1 TEST DATES 08/25/17—09/01/17 ISSUE DATE REVISION DATE 09/15/17 09/26/17 RECORD RETENTION END DATE 09/01/22 PAGES i 12DOCUMENT CONTROL NUMBER ATI 00479(07/24/17) RT-R-AM ER-Test-2805© 2017 INTERTEK 5830 Las Positas Road,Livermore CA 94551 I 3948 Airway Drive,Rock Hill SC 29732 Phone:(844)671-6045 I Fax:(800)689-7975 I www.quickbolt.com 5 QuickBOLT is a division of Quickscrews International Corp. tc r 2524 E.Jensen Ave Fresno, California 93706 Total Quality. Assured. Telephone: 559-233-8705 Facsimile: 717-764-4129 www.intertek.com/building TEST REPORT FOR SOLAR ROOF HOOK — A DIVISION OF QUICKSCREWS INTERNATIONAL CORPORATION Report No.: H4949.01-301-32 R1 Date: 09/26/17 SOLAR ROOF HOOK, A DIVISION OF QUICKSCREWS INTERNATIONAL CORP 5830 Las Positas Road Livermore, CA 94551 SCOPE Intertek Building & Construction (B&C) was contracted by Quickscrews International Corporation, Livermore, CA to perform testing in accordance with ASTM E331, ASTM E331 (modified), and ASTM E2140 (modified), on their Quickbolt with four inch HDPE backed washer. Results obtained are tested values and were secured by using the designated test methods. Testing was conducted at Intertek test facility in Fresno, CA This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. ;ILL, v i SUMMARY OF TEST RESULTS TITLE RESULTS ASTM E331 @ 15.00psf No Leakage ASTM E331 (modified), 120 min @ 30.0psf No Leakage ASTM E2124 (modified), 6" water column for 7 days No Leakage For INTERTEK B&C: COMPLETED BY: William Jay Ratliff REVIEWED BY: Tyler Westerling, P.E. TITLE: Structural Technician TITLE: Senior Project Engineer ag.„64 QA1= SIGNATURE: n! iia 8!gne0by Jay Rabin SIGNATURE: iNortoy14Jned yr,yM, DATE: 09/26/17 DATE: 09/26/17 VJR:_ys This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. rntertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this report. Only the Client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. The observations and test results in this report are relevant only to the sample(s)tested.This report by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program. Version: 07/24/17 Page 2 of 12 RT-R-AMER-Test-2805 5830 Las Positas Road, Livermore CA 94551 I 3948 Airway Drive, Rock Hill SC 29732 Phone: (844) 671 -6045 I Fax: (800) 689-7975 I www.quickbolt.com QuickBOLT is a division of Quickscrews International Corp. tc?i"t ? 2524 E.Jensen Ave Fresno, California 93706 Total Quality.Assured. Telephone: 559-233-8705 Facsimile: 717-764-4129 Wvn.v.intertek.com/building TEST REPORT FOR SOLAR ROOF HOOK — A DIVISION OF QUICKSCREWS INTERNATIONAL CORPORATION Report No.: H4949.01-301-32 R1 Date: 09/26/17 TEST SPECIMEN DESCRIPTION Product Type: Solar Panel mounting point for asphalt roofs Name: QuickBOLT Model/Part/Kit: 17720, 17721, 17722, 17723, 17724, 17725, 17726, 17727, 17728, 17729 COMPONENT MATERIAL DESCRIPTION 5-1/4" overall length, stainless steel hanger bolt. 5.25 QuickBOLT One end was a 5/16°' dia. X 4" Lag bolt, the (Part #17664) Stainless Steel other end was a 5/16 -18 bolt with a 6mm hex head. The ends of the bolt were separated by an integral 12mm dia. Flange. Nut (Part # 15876) Stainless Steel 5/16 — 18 Hex serrated flange nut 1-1/2 x 3-5/16" aluminium angle cut 1-1/2" Low Profile L-Foot Aluminum wide. A 9mm countersunk hole was drilled on (part # 15894) the bottom for mounting to the hanger bolt. I 4" diameter 1/32" thick dished washer painted QuickBOLT Washer and backed with a 1/8" thick layer of EDPM Stainless Steel (part # 17659) rubber. A 5/16" hole was punched through the center.L___ j Optional/Alternative Parts: COMPONENT PART NUMBER DESCRIPTION 7 QuickBOLT 17670 7" QuickBOLT 8 QuickBOLT 17678 8" QuickBOLT 9 QuickBOLT 17686 9" QuickBOLT L-Foot 15794 Low profile L-Foot, Black L-Foot 15891 Aluminum offset L-Foot L-Foot 15891b1k Aluminum offset L-Foot, Black Version: 07/24/17 Page 4 of 12 RT-R-AMER-Test-2805 5830 Las Positas Road, Livermore CA 94551 I 3948 Airway Drive, Rock Hill SC 29732 Phone: (844) 671 -6045 I Fax: (800) 689-7975 I www.quickbolt.com QuickBOLT is a division of Quickscrews International Corp. t 'rtc? I( 2524 E.Jensen Ave Fresno, California 93706 Total Quality.Assured. Telephone: 559-233-8705 Facsimile: 717-764-4129 www.intertek.com/building TEST REPORT FOR SOLAR ROOF HOOK — A DIVISION OF QUICKSCREWS INTERNATIONAL CORPORATION Report No.: H4949.01-301-32 R1 Date: 09/26/17 TEST RESULTS The temperature during testing was 21.1-29.4°C (70-85'F). The results are tabulated as follows: TITLE OF TEST RESULTS ALLOWED NOTE ASTM E331 u@- 15.0 sf p No leakage No Leakage 1 ASTM E331 (modified) @ 30.0psf No leakage No Leakage 2 ASTM E2140 (modified) No leakage No Leakage 3 @ 6" static water column g g Note 1: The test was conducted for a period of 15 minutes Note 2: The test was conducted for a period of 120 minutes Note 3: The test was conducted for a period of 7 days End of test results Version: 07/24/17 Page 5 of 12 RT-R-AMER-Test-2805 5830 Las Positas Road, Livermore CA 94551 I 3948 Airway Drive, Rock Hill SC 29732 8 Phone: (844) 671 -6045 I Fax: (800) 689-7975 I www.quickbolt.com QuickBOLT is a division of Quickscrews International Corp. tntertek Total Quality.Assured. SOLAR ROOF HOOK - A DIVISION OF QU ICKSCREWS INTERNATIONAL CORPORATION TEST REPORT SCOPE OF WORK WATER TESING ON LOW PROFILE QUICKBOLT,5-1/4"WITH 3"WASHER REPORT NUMBER H4949.02-301-32 R1 TEST DATES 10/27/17—11/03/17 ISSUE DATE REVISED DATE 11/08/17 11/30/17 RECORD RETENTION END DATE 11/03/22 PAGES ir 23 DOCUMENT CONTROL NUMBERATI 00479(07/24/17) RT-R-AM E R-Test-2805 ©2017 INTERTEK 5830 Las Positas Road,Livermore CA 94551 13948 Airway Drive,Rock Hill SC 29732 Phone:(844)671-6045 I Fax:(800)689-7975 I www.quickbolt.com 9 QuickBOLT is a division of Quickscrews International Corp. intertek 2524 E.Jensen Ave Fresno, California 93706 Total Quality.Assured. Telephone: 559-233-8705 Facsimile: 717-764-4129 www.intertek.com/building TEST REPORT FOR SOLAR ROOF HOOK — A DIVISION OF QUICKSCREWS INTERNATIONAL CC•RPORATION Report No.: H4949.02-301-32 R1 Date: 11/30/17 !C!'SP " '^SUED Tr SOLAR ROOF HOOK, A DIVISION OF QUICKSCREWS INTERNATIONAL CeiRP 5830 Las Positas Road Livermore, CA 94551 trr•rx�RA 1 SCOPE Intertek Building & Construction (B&C) was contracted by Quickscrews International Corporation, Livermore, CA to perform testing in accordance with ASTM E331, ASTM E331 (modified), and ASTM E2140 (modified), on their QuickBOLT with three inch HDPE backed washer. Results obtained are tested values and were secured by using the designated test methods. Testing was conducted at Intertek test facility in Fresno, CA This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. SEC 1 ION 1 SUMMARY OF TEST RESULTS TITLE RESULTS ASTM E331 @ 15.00psf No Leakage ASTM E331 (modified), 120 min @ 30.0psf No Leakage ASTM E2124 (modified), 6" water column for 7 days No Leakage For INTERTEK B&C: COMPLETED BY: William Jay Ratliff REVIEWED BY: Tyler Westerling, P.E. TITLE: Structural Technician TITLE: Senior Project Engineer 846 / . 11fr"Fd SIGNATURE. Digitally Signed foe.Jay Ra11i11 by Shannon Stein SIGNATURE: Ugbiy Signed by:Tyler Wcledig DATE: 11/30/17 DATE: 11/30/17 WJR:ss This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this report. Only the Client is authorized to permit copying or distribution of this report and then only in its entirety.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test results in this report are relevant only to the sample(s)tested. This report by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program. Version: 07/24/17 Page 2 of 23 RT-R-AMER-Test-2805 5830 Las Positas Road, Livermore CA 94551 13948 Airway Drive, Rock Hill SC 29732 Phone: (844) 671 -6045 I Fax: (800) 689-7975 I www.quickbolt.com QuickBOLT is a division of Quickscrews International Corp. In tcrtck 2524 E.Jensen Ave Fresno,California 93706 Total Quality.Assured. Telephone: 559-233-8705 Facsimile: 717-764-4129 www.intertek.com/building TEST REPORT FOR SOLAR ROOF HOOK—A DIVISION OF QUICKSCREWS INTERNATIONAL CORPORATION Report No.: H4949.02-301-32 R1 Date: 11/30/17 TEST METHODS The specimens were evaluated in general accordance with the following: ASTM E331-00(2016), Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference ASTM E331-00(2016) - (modified), Standard Test Method for Water Penetration of Exterior Windows,Skylights, Doors,and Curtain Walls by Uniform Static Air Pressure Difference Note:the test time was extended beyond the time stated in the standard. ASTM E2140-01(2017) - (modified), Standard Test Method for Water Penetration of Metal Roof Panel Systems by Static Water Pressure Head Note:The test time was extended beyond the time stated in the standard. INSTALLATION Test specimen was provided by the client. Representative samples of the test specimens will be retained by Intertek B&C for a minimum of five years from the test completion date. A test roof was constructed using 2 x 10 and 2 x 4 lumber with a piece of rigid,clear plastic over the top. The specimens were then installed through a piece of generic asphalt roof shingle according to the manufacturer's instructions with provisions to observe any water leakage. EQUIPMENT Type Manufacturer Asset Number Control Panel Intertek-ATI Y003301 Spray Rack Intertek-ATI 63331 SECTION 6 LIST OF OFFICIAL OBSERVERS NAME COMPANY Tyler Westerling, P.E Intertek B&C William Jay Ratliff Intertek B&C Version:07/24/17 Page 3 of 23 RT-R-AMER-Test-2805 5830 Las Positas Road,Livermore CA 94551 I 3948 Airway Drive,Rock Hill SC 29732 Phone:(844)671-6045 I Fax:(800)689-7975 I www.quickbolt.com QuickBOLT is a division of Quickscrews International Corp. 2524 E A totertek Fresno,California9 706 Caifrnia 93706 Total Quality.Assured. Telephone: 559-233-8705 Facsimile: 717-764-4129 www.intertek.com/building TEST REPORT FOR SOLAR ROOF HOOK—A DIVISION OF QUICKSCREWS INTERNATIONAL CORPORATION Report No.: H4949.02-301-32 R1 Date: 11/30/17 TEST SPECIMEN DESCRIPTION Product Type: Solar Panel Mounting Point for Asphalt Roofs Name:QuickBOLT Applicable Kit Numbers: 17666, 17667, 17668 COMPONENT MATERIAL DESCRIPTION 5-1/4"overall length,stainless steel hanger bolt.One 5.25 QuickBOLT Stainless Steel end was a 5/16"dia.X 4" Lag bolt,the other end was (Part#17664) a 5/16-18 bolt with a 6mm hex head.The ends of the bolt were separated by an integral 12mm dia. Flange. Nut(Part#15876) Stainless Steel 5/16—18 Hex serrated flange nut. Low Profile L-Foot 1-1/2 x 3-5/16"aluminium angle cut 1-1/2"wide.A Aluminum 9mm countersunk hole was drilled on the bottom for (Part#15894) mounting to the hanger bolt. QuickBOLT Washer 3" diameter 1/32"thick dished washer painted and (Part#17669) Stainless Steel backed with a 1/8"thick layer of EDPM rubber.A 5/16"hole was punched through the center. Optional/Alternative kit numbers: 17671, 17672, 17673, 17679, 17680, 17681, 17687, 17688 COMPONENT PART NUMBER DESCRIPTION 7 QuickBOLT 17670 7"QuickBOLT 8 QuickBOLT 17678 8"QuickBOLT 9 QuickBOLT 17686 9"QuickBOLT L-Foot 15794 Low profile L-Foot, Black L-Foot 15891 Aluminum offset L-Foot L-Foot 15891b1k Aluminum offset L-Foot, Black Version:07/24/17 Page 4 of 23 RT-R-AMER-Test-2805 5830 Las Positas Road,Livermore CA 94551 I 3948 Airway Drive,Rock Hill SC 29732 Phone:(844)671-6045 I Fax:(800)689-7975 I www.quickbolt.com QuickBOLT is a division of Quickscrews International Corp. to tote k 2524 E.Jensen Ave Fresno,California 93706 Total Quality.Assured. Telephone: 559-233-8705 Facsimile: 717-764-4129 www.intertek.com/building TEST REPORT FOR SOLAR ROOF HOOK—A DIVISION OF QUICKSCREWS INTERNATIONAL CORPORATION Report No.: H4949.02-301-32 R1 Date: 11/30/17 TEST RESULTS The temperature during testing was 18-24°C(65-75°F). The results are tabulated as follows: TITLE OF TEST RESULTS ALLOWED NOTE ASTM E331 @ 15.0psf No leakage No Leakage 1 ASTM E331(modified) @ 30.0psf No leakage No Leakage 2 ASTM E2140(modified) @ 6"static water column No leakage No Leakage 3 Note 1: The test was conducted for a period of 15 minutes. Note 2: The test was conducted for a period of 120 minutes. Note 3: The test was conducted for a period of 7 days. End of Test Results. Version:07/24/17 Page 5 of 23 RT-R-AMER-Test-2805 5830 Las Positas Road,Livermore CA 94551 I 3948 Airway Drive,Rock Hill SC 29732 Phone:(844)671-6045 I Fax:(800)689-7975 I www.quickbolt.com QuickBOLT is a division of Quickscrews International Corp. In tort?k 2524 E.Jensen Ave Fresno,California 93706 Total Quality.Assured. Telephone: 559-233-8705 Facsimile: 717-764-4129 www.intertek.com/building TEST REPORT FOR SOLAR ROOF HOOK—A DIVISION OF QUICKSCREWS INTERNATIONAL CORPORATION Report No.: H4949.02-301-32 R1 Date: 11/30/17 SECTION 11 REVISION LOG REVISION# DATE PAGES REVISION 0 11/08/17 N/A Original Report Issue 1 11/30/17 8-22 Added correct installation drawings Version:07/24/17 Page 23 of 23 RT-R-AMER-Test-2805 5830 Las Positas Road,Livermore CA 94551 13948 Airway Drive,Rock Hill SC 29732 Phone:(844)671-6045 I Fax:(800)689-7975 I www.quickbolt.com QuickBOLT is a division of Quickscrews International Corp. CERTIFICATE OF COMPLIANCE Certificate Number 20180725-E493748 Report Reference E493748-20170817 Issue Date 2018-JULY-25 Issued to: SolarRoofHook, a Division of Quickscrews International Corp 5830 Las Positas Rd, Livermore CA 94551 This is to certify that COMPONENT-MOUNTING SYSTEMS, MOUNTING DEVICES, representative samples of CLAMPING DEVICES AND GROUND LUGS FOR USE WITH PHOTOVOLTAIC MODULES AND PANELS Refer to Addendum Page for Models/Product. Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. Standard(s)for Safety: UL 2703 Standard for Mounting Systems, Mounting Devices, Clamping/Retention Devices, and Ground Lugs for Use with Flat-Plate Photovoltaic Modules and Panels. Additional Information: See the UL Online Certifications Directory at www.ul.com/database for additional information Only those products bearing the UL Certification Mark should be considered as being covered by UL's Certification and Follow-Up Service. The UL Recognized Component Mark generally consists of the manufacturer's identification and catalog number, model number or other product designation as specified under"Marking"for the particular Recognition as published in the appropriate UL Directory. As a supplementary means of identifying products that have been produced under UL's Component Recognition Program, UL's Recognized Component Mark: 911', may be used in conjunction with the required Recognized Marks. The Recognized Component Mark is required when specified in the UL Directory preceding the recognitions or under"Markings"for the individual recognitions. Recognized components are incomplete in certain constructional features or restricted in performance capabilities and are intended for use as components of complete equipment submitted for investigation rather than for direct separate installation in the field. The final acceptance of the component is dependent upon its installation and use in complete equipment submitted to UL LLC. Look for the UL Certification Mark on the product. Bruce Mahrenholz,Director North American Certification Program UL LLC Any information and documentation involving UL Mark services are provided on behalf of UL LLC(UL)or any authorized licensee of UL For questions,please contact a local UL Customer Service Representative at htmd/eimm/aborrtugbcationsl Page 1 of 2 5830 Las Positas Road,Livermore CA 94551 13948 Airway Drive,Rock Hill SC 29732 Phone:(844)671-6045 I Fax:(800)689-7975 1 www.quickbolt.com QuickBOLT is a division of Quickscrews International Corp. CERTIFICATE OF COMPLIANCE Certificate Number 20180725-E493748 Report Reference E493748-20170817 Issue Date 2018-JULY-25 This is to certify that representative samples of the product as specified on this certificate were tested according to the current UL requirements. Models/Product USR—Component, Roof Mounting Hook Units, Models 15891 15893 15987 16000 16988 16990 16991 16993 17508 17509 17510 17511 17512 17513 17514 17515 17516 17517 17518 17519 17520 17521 17522 17523 17524 17525 17526 17527 17536 17537 17538 17539 17540 17541 17542 17543 17544 17545 17546 17547 17548 17549 17550 17551 17552 17553 17554 17555 17556 17558 17559 17560 17568 17569 17570 17571 17572 17573 17574 17575 17576 17577 17578 17579 17580 17585 17586 17587 17588 17589 17592 17596 17600 17601 17606 17607 17608 17609 17610 17611 17612 17613 17614 17615 17616 17617 17618 17620 17621 17622 17623 17624 17625 17626 17627 17628 17629 17630 17631 17632 17633 17636 17637 17638 17639 17642 17643 17646 17647 17648 17649 17650 17651 17659 17664 17667 17669 17670 17671 17672 17673 17678 17679 17680 17681 17686 17687 17688 17689 17700 17701 17702 17703 17704 17705 17706 17707 17708 17709 17710 17711 17712 17717 17718 17759 15891-10 15891BLK-10 15987A 15987B 17667SS 17672SS 17680SS 17688SS 17713SS 17720 17721SS 17723 17724SS 17726 17727SS 17729 17730SS 15894SS 15891SS 15987BSS. Bruce Mahrenholz,Director North American Certification Program UL LLC (11) Any Information and documentation involving UL Mark services are provided on behalf of UL LLC(UL)or any authorized licensee of UL.For questions,please contact a local UL Customer Service Representative at httpl/ul.com/aboutulgocadonsl Page 2 of 2 5830 Las Positas Road,Livermore CA 94551 13948 Airway Drive,Rock Hill SC 29732 Phone:(844)671-6045 I Fax:(800)689-7975 I www.quickbolt.com QuickBOLT is a division of Quickscrews International Corp. RESIDENTIAL( COMMERCIAL P.11 S E P E RC 60A High Power Rooftop 60 Cell Module All-Black PERC with 5 Busbar Technology 'Q �IOV a 8 2019 'r;' ® CERTIFIED RELIARLITY�t ANACORI.ES >Tested to UL1703 standards > PID Resistant SUPERIOR AESTHETICS 1U >All-black design coupled with outstanding power output >Ideal for residential&commercial applications _f_) EXCELLENT WEATHER RESILIENCE >3600 Pa snow load (75 pst)tested to UL1703 25-YEAR 12-YEAR ♦101111: MODULES I,«** ASSEMBLED ♦ f * DESIGNED& 41. 10. ENGINEERED PERFORMANCE WARRANTY PRODUCT WARRANTY IN THE USA OF U S AND NON I,S t':. 100% . . ' 97% 90.7cyd um Mission Solar Energy Warranty 310W90% CLASS LEADING POWER OUTPUT 80°/D so.20r0 70% 1 9. 1 O/0 5 10 15 20 25 YEARS MODULE EFFICIENCY C US '.+;�II ADE o • IN THEAd USA -0 + 5WLISTEQ . POSITIVE POWER TOLERANCE ♦4111 MISSION SOLAR ENERGY .11177www.missionsolar.com I info@missionsolar.com DOCUMENT#C-SA2-MKTG-0016 REVISION DATE:6/27/2019 REVISION#:0 i MSE PERC 60A Current.A Power,W ELECTRICAL SPECIFICATIONS 10,0 --- 250.0 250.0 Electrical Parameters at Standard Test Conditions(STC) 1000W/rnr Module Type MSE60A310 s,o / 200.0 ROOW/ma Power Output Pmax Wp 310 6.0 150.0 Module Efficiency % 19.1 4,0 100,0 //777 \\ Tolerance -0 +5W i ; Short-Circuit Current Isc A 10.21 2.0 -- ,!' -- 50,0 200 'f t�i� R-. Open-Circuit Voltage Voc V 41.14 —'`'. 0,13 ~t— I . 1 0.0 Rated Current Imp A 9.40 ao t0.0 20.0 30.0 40,0 50.0 Voltage,V Rated Voltage Vmp V 32.97 - - Current&Voltage - Power&Voltage TEMPERATURE COEFFICIENTS Current-voltage characteristics with dependence on irradiance Normal Operating Cell Temperature (NOCT) 46.7°C(±2°C) BASIC DESIGN [ UNITS: Inch ( mm)] Temperature Coefficient of Pmax -0.38%/°C 39.05 (992) Front View Temperature Coefficient of Voc -0.28%/°C 1 ill II III III niiI1 Temperature Coefficient of Isc 0.04°/o/°C III I I ii III OPERATING CONDITIONS II I I Maximum System Voltage 1,000VDC II I I Operating Temperature Range -40°C to +85°C 64.57 II I (16 0) II I t Maximum Series Fuse Rating 20A Fire Rating TYPE 2 II I Front& Back Load Design load 50psf (Max. load 75psf tested to UL1703) II I ' EC ' • NI AL DATA Jil fl I • J Solar Cells P-type mono-crystalline silicon (156.75mm) Cell Orientation 60 cells (6x10), 5-busbar Side View Back View 1 r 1.26(32) 1640mm x 992mm x 40mm Module Dimensions 40 \ / (64.57in. x 39.06in. x 1.57in.) Drain Hole Weight 19.0kg (41.91b) j Front Glass 3.2mm (0.126in.) tempered, low-iron, 32.285 anti-reflective coating (8 0) Mounting Holc (09) Frame Anodized aluminum alloy 48.43 Encapsulant Ethylene vinyl acetate (EVA) r Grounding Hole r (1230) J-Box Protection class IP67 with 3 bypass-diodes 64.57 (1640) Cables PV wire, 1m (39.37in.), 4mm2 / 12 AWG 32.285 Connector MC4 compatible (820) r SHIPPING INFORMATION r ContainerFT Pallets Panels 310W 39.05 53' 32 832 257.92 kW - (992) 40' 28 728 225.68 kW MISSION SOLAR 7,1 ENNERDY Mission Solar Energy reserves the right to make changes without notice. Mission Solar Energy 18303 S. New Braunfels Ave., San Antonio, Texas 78235 DOCUMENT#.C-SA2-MKTG-0016 REVISION DATE:6/27/2019 REVISION#:0 infoPmissionsolar.com I www.missionsolar.com Datasheet /lam IRONRIDGE Flush Mount System NOV 082019 c iTY OF ANACOHTES Built for solar's toughest roofs. IronRidge builds the strongest mounting system for pitched roofs in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 20-year warranty. Strength Tested PE Certified All components evaluated for superior Pre-stamped engineering letters structural performance. available in most states. 6 Class A Fire Rating Design Assistant Certified to maintain the fire resistance e Online software makes it simple to rating of the existing roof. create, share, and price projects. UL 2703 Listed System 20-Year Warranty Entire system and components meet Twice the protection offered by newest effective UL 2703 standard. competitors. Datasheet - XR Rails O — XR10 Rail XR100 Rail XR1000 Rail Bonded Splices i i _______________._________1 --_______..................11) A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices for regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections. • 6'spanning capability • 8'spanning capability • 12'spanning capability • Self-drilling screws • Moderate load capability • Heavy load capability • Extreme load capability • Varying versions for rails • Clear& black anod.finish • Clear& black anod. finish • Clear anodized finish • Forms secure bonding Clamps & Grounding O — UFOs Stopper Sleeves Grounding Lugs Microinverter Kits ---ILL A._ ., ....,. a ... 1 , _It . _:.., , ___„i 1.77 ...... ,,_. ,....... 7_. a .,_„_ ,,,,__;_.. _____ _ _ , ____ __,.........„ __wimp._ _......_ , ____ Universal Fastening Objects Snap onto the UFO to turn Connect arrays to Mount Mls or POs to XR bond modules to rails. into a bonded end clamp. equipment ground. Rails. • Fully assembled& lubed • Bonds modules to rails • Low profile • Bonds devices to rails • Single, universal size • 6 different sizes • Single tool installation • Kit comes assembled • Clear& black finish • Clear& black anod. finish • Mounts in any direction • Listed to UL 2703 Attachments O - FlashFoot2 Slotted L-Feet Bonding Hardware Flush Standoffs __ _ — 40.111.11.1- .___ - 11 `I it,... ffiliK .8,......_ 1_,. : _ _ I ! Flash and mount XR Rails Drop-in design for rapid rail Bond and attach XR Rails Raise Flush Mount System with superior waterproofing. attachment. to certified attachments. to various heights. • Twist-on Cap eases install • Secure rail connections • T&Square Bolt options • Works with vent flashing • Wind-driven rain tested • Slot for vertical adjusting • Nut uses 7/16"socket • 4"and 7"lengths • Mill & black finish • Clear& black anod. finish • Assembled& lubricated • Ships assembled - Resources - -- ,.. -. Design Assistant ��p� NABCEP Certified Training Y - Go from rough layout to fully �' Earn free continuing education credits, NABCEP engineered system. For free. while learning more about our systems. Go to IronRidge.com/design Go to IronRidge.com/traininc try _ w'W- - ...` ©2016 IronRidge,Inc.All lights reserved.Visit www.ironridge.com or call 1-800-227-9523 for more information.Version 1.20 ,AL_