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HomeMy WebLinkAbout39427-Z � F�t TOWN OF SOUTHOLD cry BUILDING DEPARTMENT a TOWN CLERK'S OFFICE o-qt SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39427 Date: 12/17/2014 Permission is hereby granted to: Peix, J Douglas & Paoli, Robert 227 E 57th St Apt 3A New York, NY 10022 To: install a roof mounted electric-Solar Panel system as applied for VOin 1\\),+ bt/6 f At premises located at: 4445 Hallock Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 112.-1-3.1 Pursuant to application dated 12/5/2014 and approved by the Building Inspector. To expire on 6/17/2016. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 • Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. one)2 New Construction: Old or Pre-existingBuilding: (check Location of Property: 14445 V\ P.A.u0 (IL Lk1 ITTHouse No. Street ( Hamlet Owner or Owners of Pro e b� �Ir- fl°A-AD ltPrtY� f � t Suffolk County Tax Map No 1000, Section (.I Block ,1 Lot 5, Subdivision > Filed Map. _Lot: Permit No. 39 cf Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 6D `OD Applicant Signature TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Plannmg Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form NYSD.EC Trustees Flood Permit Examined lb 7, ! Storm-Water Assessment Form (/� Contact: " Approved ` /720 I Mail.to k)((k y e . Disapproved a/c ,jrI `430ft. -6-i Phone Expiration (7,20 lb - rrini) E ',;) lE Y E TB Building Inspector 1 APPLICATION FOR BUILDING PERMIT DEC -5 2014 Date • S4.1 ,20 19, INSTRUCTIONS BLDG D E PTa.This applicatto MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 TOWN Cf"et§;;bfip4ta accurate plot plan to scale.Fee according to schedule i Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways c The work covered by this application may not be commenced before issuance of Building Permit d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the property have been enacted in the mtenm,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described The applicant agreestocopplyl�cj h talk appli\cablT�aw,s,ordinances,building code, .ousmg code,and regulations,and to admit authorized inspec)3,o prepii jells n pui(ih or necessary inspections !ISE IS UNI AWFUL (Signature of applicant or name,if a corporation) ' E $;r�?iT 1 Uma CL.a — T k-1D w 1.tom. ���y pn U�r. to c1 PROIAA NEE D State whether applicant is owner,lessee,agent,architect,engineer,general conljAtpt electrician,plutbisr iw builder FEE .BY _ Name of owner of premises .-2:0v141- 3• 'x..11( NOTIFY BUILDING DEPARTMENT AT (As on the tax roll or latest/ 81j802 8 AM TO PM FOR THE If a • ant• a corporation,signature of duly authorized officer FOLLOWING INSPECTIONS 1 FOUNDATION-TWO REQUIRED (Name and title of corporate officer) FOR POURED CONCRETE 2 ROUGH-FRAMING,PLUMBING, Builders License No. 53153..a STRAPPING, ELECTRICAL&CAULKING Plumbers License No. 3. INSULATION Electricians License No. .-'Z''`'• n0'vh'Yd 4 FINAL-CONSTRUCTION &ELECTRICAL Other Trade's Lice se&;- 7 rs'irlite?, 4 :t 1[�P` RI MUST BE COMPLETE FOR C 0 Lin:Vs:Ai .^�,,a a a,e,u ., 1. Locatio of land on which proposed work will be done: k�¢ONSTRUCTION SALL MEET THE till/IC 'ffA4'LLOGIC wiA,t-rtriaL RA NTS i�{ ,CODES OF NEW YO I<S A- NOT RESPONSIBLE FOR House Number Street Ham_e IGN OR CONSTRUCTION ERRORS, County Tax Map No. 1000 Section I It Block 1 Lot ,,,3 •60 r Subdivision Filed Map No. -Lot 2. State existing use and occupancy of pr ises and intended u and occupancy of proposed construction: a. Existing use and occupancy 1Nt.11.X ')v., t4,1I b. Intended use and occupancy 3. Nature of work(check which applicable):New Building 'ion Alteration Repair Removal Demolition Other Wor 5,1'4 . IA-ft/wit.) (Description) 4. Estimated Cost )2, St) 'vG Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front s , Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Archited- PCIMScitst Address 4,IAJNTR-' Wow Phone No 1TL1S 6 MI Name of Contracto btlk(.7r4 .a6Z S Address Niue v& Pt 5®hone No. 5.31 7101 IIw3' 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?* YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF ) 12611-4" being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (Sts the L°® (Contractor,' gent,Corporate Officer,etc) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained m this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith _ - ip • 3 u ISCIGLIOJVE 20 toy itllI r '. sworn3 k ary P �,.,:�, NO 01R . • /FA Qu, -. ulfol' y �L�., My Go missim .r,,'ra1Mlly 12,2018 ignature \'licant i CONSENT TO INSPECTION --Dovt',A-K J . Cr&it6 NL. the undersigned, does hereby g do(es) state: Owner(s)Name(s) That the undersi ned(is) (are)the owner(s) of the premises in the Town of Southold, located at dc. LAv1t' , h'1471 rtnitic ,,K LISL. which is shown and designated on the Suffolk County Tax Map as District 1000, Section t n--,Block l ,Lot 3.00 1 That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: tu.s;414,12i,1,,,t, aS- bVL2 .7.4-4 c_ That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections,do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: S1., a(34_____, Agnttare) (Print Name) (Signature) (Print Name) -7-.,,,,,yr.-,,m1,,-----.77.7-%••• •'`'-"';'''''T- - '" ..' '*'-'' '--''''."'-‘- , 'Ls-'>.;771 ___,77::7-,?&'4.74,:i , ,' :-T, ' ' ,''--'''''''.'="''' '''''.....',:;i: ::`.1:i..'..--*=: ',:: ,:-..'.''..- f:',2i,?,!-IY_':`; -'1: 1--: ''... .,,i4:-.,:2,:::: :- ..:."' ';t'-'.4''-,;''. -;-';,'-,<AL ..-•-•.., '-; -:.--- . 1--''''''',.- A- ' ' - t''''; - '-'' ••'..i.-----'_7 ,r..,..:. °". ,,_,, „... -•"''''.... '.-£ 3- •s...4.,. 1 --1 TOWN i**.F.:-_%:50r).7 .-I *LED--:,-filb-,..;.iPER717..W.,,.;iii•-sECOrit.: CA,. v . . . .:',',1'•;:31.- ' „.. _ . . ,---,. 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D' Pool rtt~, , 2n tom,4 1 r,.( jou) Torn Petersen Architects • Planners Construction Official: December 3,2014 Building Department for project at: 4445 Hallock Lane Mattituck,NY 11952 Re: Solar Panel Installation Peix Residence 4445 Hallock Lane Mattituck,NY 11952 Dear Sirs, I've reviewed the proposed solar panel installation at this location to evaluate the existing roof structure and the connection of the panels to the roof. Criteria: Applicable codes: 2010 Residential Code of New York 2001 Wood Frame Construction Manual Design roof load: 30 psf live load, 15 psf dead load,45 psf total load Design wind load: ifslimph,35 psf ia,s144itik My findings are as follows. 1. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (2x10 roof rafters @ 16"o.c.,with 2x4 collar ties and 2x12 ridge, span=+/- 13'-8")is sufficient to bear this additional load. This analysis is based on the existing single layer of asphalt shingles but is also adequate for two layers. 2. The solar panels are attached to the roof with the SolarMount-1 rack system by UNIRAC. The rack system,roof connections and connection spacing are rated fog" 0 mph. This project requires the larger Solar Mount I-2.5 beam(2.5"high)and spacing of flange foot connection to roof at 48"o.c.maximum.Flange footing connections to the rail are not required to be staggered. The flange foot connections to the roof are 3/8"diameter x 4" long lag bolts.The total panel installation is no higher than 6"above the roof plane. It is a violation of NYSED 7209 for any person, unless acting under the direction of a licensed professional, to alter an item in any way. If an item bearing the seal of a licensed professional is altered, the altering licensed professional must attach the notation `altered by'with his seal, signature, date of alteration, and description of the alteration. I therefore certify that this installation complies with the applicable codes and design loads mentioned above,as well as ASCE 7-05, and is acceptable for approval. Please let me know if you have any questions on this information. Thanks! *c*Y D A Pik, lY S.I ely yours, C3 0$ R` y er Cn Of CC la Torn Petersen - k Cc: Kelcy Pegler,Roof Diagnostics .�1 , . 035 290 �O� OF Nev 6 Country Lane•Howell,New Jersey 07731 •Telephone 732-730-1763,Fax 732-730-1783 Dec 1614 03:31p Tom Petersen Architect 732-730-1783 p.1 Tom Petersen Architects • Planners Construction Official: December 3,2014 Building Department for project at: December 15,2014 revised 411115 Hailock Lane Mattituck,NY 11952 Re: Solar Panel Installation Peix Residence 4445 Matlock Lane Mattituck,NY 11952 Dear Sirs, I've reviewed the proposed solar panel installation at this location to evaluate the existing roof structure and the connection of the panels to the roof. Criteria: Applicable codes: 2010 Residential Code of New York 2001 Wood Frame Construction Manual Design roof load: 30 psf live load, 15 psf dead load,45 psf total load Design wind load: 120 mph, 35 psf My findings are as follows. 1. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (2x10 roof rafters @ 16"o.c.,with 2x4 collar ties and 2x12 ridge,span =+/- 13'-8") is sufficient to bear this additional load. This analysis is based on the existing single layer of asphalt shingles but is also adequate for two Iayers. 2. The solar panels are attached to the roof with the SolarMount I rack s by UNIRAC. The rack system, roof connections and connection spacing are rated for 20 mph This project requires the larger Solar Mount 1-2.5 beam(2.5"high)and spacingge foot connection to roof at 48"o.c.maximum. Flange footing connections to the rail are not required to be staggered. The flange foot connections to the roof are 3/8"diameter x 4" long lag bolts.The total panel installation is no higher than 6"above the roof plane. It is a violation of NYSED 7209 for any person. unless acting under the direction of a licensed professional, to alter an item in any way. Ilan item bearing the seal of a licensed professional is altered, the altering licensed professional must attach the notation 'altered by'with his seal, signature, date of alteration, and description of the alteration. I therefore certify that this installation complies with the applicable codes and design loads mentioned above,as well as ASCE 7-05,and is acceptable for approval. Please let me know if you have any questions on this information. Thanks! RE.17 QAC Sin ely yours, • cv P�T ' �c,�S'o s311 •E• 4sn ° * lf�l +f '1 Tom Petersen Cc: Kelcy Pegler, Roof Diagnostics J'�A o90 CoQ 6 Country Lane•Howell,New Jersey 07731•Telephone 732-730-1763,Fax 732-730-1783 �!` NE's SERVICE INFO INVERTER SPECS MODULES SPECS -Nnrg UTII.(TY COMPANY: PSEGLI-IIII INVERTER TYPE: M215ENPHASE QTY. 24 QTY: 10 M215-60-2LL-S22-IG MAIN SERVICE VOLTAGE: 240V MODULE TYPE: CS6P-255P MODULE TYPE. CS6P-235PX Home; MAIN PANEL BRAND. SQUARE D QTY: 34 WATTAGE: 255W WATTAGE: 235W �y p MAIN SERVICE PANEL. 200A WATTAGE: 190-270W NOCT WATTAGE: 185W NOCT WATTAGE: 170W SOLAf t SERVICE VOLTAGE: 240V MAIN CIRCUIT BREAKER RATING. 200A CEC EFFICIENCY 96.5% FRAME THICKNESS- 40MM FRAME THICKNESS: 40MM ROOF MAIN SERVICE LOCATION: SOUTH-WEST \ .1 FRAME COLOR: SILVER FRAME COLOR: SILVER SERVICE FEED TYPE. FROM UTILITY POLE Voc: 37.4 Voc: 36.9 DIAGNOSTICS MAIN SERVICE PANEL GROUND: EXISTING GEC ROD Vpmax: 30.2 Vpmax: 29 8 • SOLAR AND ELECTRIC,LLC i ". I License No.-xxxxxxxx i CONTRACTOR'S SIGN E 3-JUNCTION BOXES aE a Fe Cy (E)MAIN IG)SERMCE PANEL 200A pe0 A� E)lmlflY METER RATED BUS BAR 60A UTILITY FUSED L-GATE 120P1 100A SOLAR OILY LOAD JUNCTION BOX c a P0.-,�TFq"�F 0 1 -L-GATE 120 PV (E)7oa/2P ID lu❑ DISCONNECT 40 AMP FUSES PRODUCTION METER 5 JCENTEfl 0 1 BRANCH #1 a l : PRODUCTION METER 0000 11-- ,a'hs -J 1 Q 'w" ]- r 9 B * 6, ' © 1- 100 SOLAR ONLY LOAD CENTER O ^j I , SOLARH BRAY(8.47 Mad "A'I aeO yo 3- 15A 2P SOLAR BREAKER r--v-.--- ---v-- --d-o-� T -• --- d Z_= -J 11 MODULES IN PARALLELCONNECTED BRANCH CIRCUIT OF NFA 1- 15�P MONITOR BREAKER i 11 MODULES ON RODF B7 } —(N)1'PJC/ENT (N)ENGAGE RFx o pRr#JCH#2 ID 1-60A UDUIY(NON FUSED) TO MM (N)1'PVC/ENT CONDUIT CONDUITCABLE 10 MOODIER IN PARALLEL CONNECTED BRANCH CIRCUIT AC DISCONNECT .__,-,,,__Li__,-..,-,.., INTERCONNECTION 12 O BRANCH #2 1110AM0 ODULES ON ROOF 0 120%RULE-NEC 705 12(D)(2) TPm 13 iv n K, 13 MODULES IN PARALLEL CONNECTED BRANCH CIRCUIT ""'` L _'"""J 1 UTILITY FEED+SOLAR BACKFEED rc- 13 MODULES ON ROOF 12 ® 1-40A/2P SOLAR BREAKER -_ (N 411V 2P iie—N�I� 1 Di 1-3/4°GROUND ROD =.8r �y 200A+ANA=240% y -- ^r BUSS RATING x 120% I -�/rJe-� GEC 200A x 120%=240A (N)a PJC/Eur —(N)ENGAGE =V mN�OOO-21 s¢�a0 Ll.l N oD O 1 CONDUIT CABLE =VS rste-eo-u-m-o Lo O SOLAR BACKFEED AVAILABLE Z ZO co O NOTES: 240A-200A=40A BRANCH #3 y W -3 - A o 1) All modules will be grounded in accordance with code and the +w'o manufacturer's installation instructions. It 1 - K- o 0 U>- N 2) All pv equipment shall be listed by a recognized CO mow Rm ' • x I i °a CO O Y m `- tested lab. - Z- ¢e-, ~ w U `.- 0 3) Notifyservingutilitybefore activation ofpv system —(N)1'PIC _(N)ENGAGE a�e2l6-6s 2u-'sae-. �/ ¢_ •• Y r D , CONDUIT C GABLE 303, E�E�, _ Z .. 4) When a backfed breaker is the method of utility ,Ow ce o interconnection, breaker shall not read line and load. MONITORING X < - Z 5) When a backfed breaker is the method of utility L.L. OUTLET w d d interconnection, the breaker shall be installed at the a Q opposite end of the bus bar of the Main Breaker. —(N)3/4'EMT CONDUIT 6) Work clearances around electrical equipment will be maintained per NEC 110.26(0)(1), 110.26(a)(2) & 110.26(a)(3) ® 0 ® 0 0 0 7) All exterior conduits, fittings and boxes shall be rain tight and approved for used in wet locations per 3#12 THWN-2 — 3#12 THWN-z NEC 314.15. 3 pie THWN-2 3#10 THWN-2 3#10 THWN-2 1 #12 THWN-2 EGC 3#10 THWN-2 1#12 THWN-2 ECC Drawing.No, 9888 8) All metallic raceways and equipment shall be bonded and -:16 THIN-2 EGC 1 16 TIA'M-2 EGC 1 16 THIN-2 EGC 1 116 SEC EEC I#6 THVN-2 EEC 1 16 SSC GEC Drawn By DB electrically continuous. Voc 2401/AC voe 240VAC Vor 240VAC Vow 240VAc V0o•240VAC Rev By •• L _Al. 30 MAC J Lae 11 7AAC fide Jaw 117AAe I e•0.5AAC telae a BAREDate 25 NOV.2014 ENPHASE INVERTER BRANCH CALCS " " ENPHASE INVERTER BRANCH CALCS , ENPHASE INVERTER BRANCH CALCS ..\ SHEET SHEET QTY: 34 MAX AC: 3825A QTY: 13 MAX AC: 14.625A 01Y: 11 MAX AC: 12.375A ANSI B NOC: 0.9 Law•1007•,as NOC. 0.9 DIY.,Re).lass NOC: 09 Kan 41.Ira 1110X1700 WIRE GAUGE: #8 WIRE OCP 39.05A WIRE GAUGE: 112 O WIRE OCP: 3O ® WIRE GAUGE: #12 #10 WIRE OCP: _C 0 WJE O.' DE-0.110 OF RADA.MIP DT-RATE Am RA=0 1E1RP De-R411 TITLE SHEET. TEMP RATING: 90'c TEMP RATING: 90'c 21.3A 284A TEMP RATING: 90'c 21.3A 2134A ELECTRIC LINE AMP RATING: 55A JOT A19 G FOR200110 ett AMP RATING: 30 40 1w m LE�SIO W*oe FOR AMP RATING: 0 40 440 Lop c�z�am0zrya FOR DIAGRAM TEMP DE-RATE.0.71 MMD n p" i `TEMP DE-RATE.0.71 i .TEMP DE-RATE 0 71 i PV-4 I cn U(_-; J f 19'-9" f 30'-8" u)U o I 2 3 r r ea Z J ; 2,3 22 23 24 .'70 O ,`s 26 '* 2l O Q.C1 CI P I 5 6 d - O Z = = 0< 0 no u_< W Z O Ln l 8 N 'S'C�l l=j 30 31 �,32 `` 34 O O Q O >- 10 O to II 12 13 = _ Z O - L(1 - Z W m Loci I 14 15 I6 Il I �— N J Qr -.m. IZ I— �� I—'Jr I8 19 20 21 f J� I-W Fz a_UQ $ a_I- ZJ lL'r � ICI II—} DU U3 QUrm- 25'-4° — k I—< .oi 0< SOUTH ROOF iz 21 PANELS al AZIMUTH 141 TILT II T o O 81% SHADING r oL ry cv rY 1Y W W `n W W S 0- 0_ 0 U H J _, 9 N 0 -J IL-in, ,T, }- W I W � m WEST ROOF oz - z , < 0cm 13 < • W w mil EXISTING ELECTRIC PANEL AZIMUin TH.S 1- OL o � W 0 0o`n U_ O p EXISTING ELECTRIC METER TILT II 0 86% SHADING cn E a ;.'" 3,-3„ 3,-3, ,T0-1.17: 4° rye; rr� ¢ -Ai'. ,., o s sq Ln M F- W Q °!, -'"`1„,':-' 'fig au W Z Z -Vii r ---G` a 0 W O �L [4 , `';rte O „i CS6P-255P CS6P-235PX SAFE HRB z N PANELS-255W PANELS-235W — W ' s >• � Y. - M,'- ten= Canadian Solar Panels Canadian Solar Panels If z Ey i F- .. "q `, 1 1- V, s,:Sli� 4, © 101.1,PICC omet`y W v 0 W st-r ir°i CanadianSolar , Make The Difference II.1 t j,�,ti { t ,"'� #1{, t CS6P-2501255P li `` i'iz it 'i *II!!� ,t , . . ,.. !ii i I S til r; t} t ) • 1 � ~1 i. r i! 1 a - t. F 1 tl t;I "t11 ' 1 +«;...tl ' ( •f 1lf .r ;1 1. f.�.,s,2. 1 titriT If1.1,tr { t t..i 'i • i �j, �( 11'n+.rrr r i f t 1 f 1 THE BEST IN CLASS 11 ;, ai ' �1' Canadian Solar's modules are the best in class in terms of power output t ' ,,rr t f f Ft 4' -171 1. and long term reliability. Our meticulous product design and stringent -'—'.-----"----4 1 � t, ••,'i t ' • -t--4-1-1quality control ensure our modules deliver a higher PV energy yield in live w;.-..-;—,t. ', :_ ' :4 PV system as well as in PVsyst's system simulation.Our in-house PV testing t facilities guarantee all module component materials meet the highest t quality standards possible. Warrant 'Black frame product can be provided upon request m PRODUCT i WARRANTY&INSURANCE PRODUCT I KEY FEATURES 1009 A El Excellent module efficiencyde Fro 97ded Value 90% Y up to 15.85% E celleni TM en 5 10 15 20 25 4111110 Outstanding performance at low irradiance +.96.574 above 96.5% 25 Year Industry leading linear power output warranty 10 Year Product warranty on materials and workmanship + Positive power tolerance 'f G up to 5w L J Canadian Solar provides 100%non-cancellable,immediate warranty 5W YEARS insurance Warranty Insurance _ Hill High PTC rating PTC up to 91.88% PRODUCT&MANAGEMENT SYSTEM I CERTIFICATES* IEC 61215/IEC 61730:VDE/CE/MCS/JET/KEMCO/SII/CEC AU/INMETRO/CQC/CGC + UL 1703/IEC 61215 performance.CEC listed(US)/FSEC(US Florida) LAV Self-cleaning&anti-glaring UL 1703:CSA I IEC 61701 ED2:VDE I IEC 62716:TUV I IEC60068-2-68:SGS Self-Clean module surface available PV CYCLE (EU)I UN19177 Reaction to Fire:Class 1 1509001:2008 I Quality management system ISOTS16949:2009 I The automotive industry quality management system 411111 IP67 junction box available 15014001:2004 I Standards for environmental management system Psy long-term weather endurance QC080000:2012 I The certificate for hazardous substances process management OHSAS18001:2007 I International standards for occupational health and safety °Please contact your sales representative for the entire list of certificates applicable to your products Heavy snow load & G.C E BBAf Q ( up to 5400pa 5400P, CANADIAN SOLAR INC. Founded in 2001 in Canada, Canadian Solar Inc., (NASDAQ:CSIQ) is one of the 111 Salt mist,ammonia and blowing sand world's largest and foremost solar power companies.As a leading manufacturer of resistance,apply to seaside,farm and solar modules and PV project developer with about 6 GW of premium quality 5y=um desert environment modules deployed around the world in thepast 12 years,Canadian Solar is one of Reliability. the most bankable solar companies in Europe, USA,Japan and China.Canadian Solar operates in six continents with customers in over 70 countries and regions. Canadian Solar is committed to providing high quality solar products,solar system solutions and services to customers around the world ❑ I 7.yy.�, . ❑ r`F www.canadiansolatcoin Canadian Solar Inc. {.� support@canadiansola%care .'555 SpcedAvenue nue West • � EL' 'YF Guelph I Ontario NIK 156 I Canada 0 1 es. i- r- CanadianSolar Make The Difference ELECTRICAL DATA I STC MODULE I ENGINEERING DRAWING Electrical Data CS6P-250P CS6P-255P l,Nominal Maxi"m"um P`ower`(Pmax) •: r Rear View Frame Cross Section 290W 255W'';i Optimum Operating Voltage(Vmp) 30.1V 30 2V I Optimum OperatingCutrent(Imp),_. 28:30A;„1,-„:..., r _ - 8,43A,;:S'"�, Open Circuit Voltage(Voc) 37 2V 37 4V Ifll Section A-A Short Circuit Currentt(Isc),_,` - � -_8,87A :2,49,OOA^ '__ i, Module Efficiency15.54% 15 85% j 35 0 t Opeimum5 stem Voltage - 1000V(IEC) (UL)/ • - - Y40°C v+ , Max 5" , , :,:,,,,,i I 111=1111•111,1111=1111•111,1y g /1000V UL)/600V(UL) I Maximum Series,Fuse,Rating..,__,._-.,.. ,_n_ __ . 15A2., %,_. , ..,. —_m- --"—" o Application Classification Class A I o wNI- ,Poeriolerance -, _.,: . :} ,, ,.._,. _O +5W�_._-_ .T___. t t /' •Under Standard Test Conditions(STC)of Irradiance of 1000 W/m',spectrum AM 1 5 and cell -% temperature of 25.0 r 115 ELECTRICAL DATA I NOCT I =E Electrical Data CS6P-250P CS6P-255P I %Nominal'MaximumPower(Pmax 181UYs_-_..- , 185W--,Ji_ 1 Optimum Operating Voltage(Vmp) _ 27.5V 27.5V OptimurnOperatingCurrent(Imp)'N-L.:L__6.60.,:i "...,1',.6..71k.,;.;:":1; Open Circuit Voltage(Voc) 34 2V 34 4V C56P-255P I I-V CURVES 3ShortCircuit,Current(Isc)', ,_,,, , ,_,., 7,,19A,,,..' ;: ;.7;29A„„-rT 'Under Nominal Operating Cell Temperature(NOCT),irradiance of 800 Whit',spectrum AM 15, , _____-.-__.__ _______ _ _-__ , ambient temperature 20'C,wind speed 1 m/s 9 o MODULE I MECHANICAL DATA s ---- s --------"------, Specification Data rdeIIT, e' _ ,,,Poi crstalhne,6inch—.' 7-- s '-( Cell Arrangement 60(6x10) IDtmenslons -`717, , ,',16387.982x40mrn(64.5x387x157in)e .3 v Weight_ 18.5kg(40.8 lbs) 4 •— • — — 4 FFrontCover _ '".,'_. ,_.igam;tempere fglass_ ,'`- , 1 Frame Material Anodized aluminium alloy —1000w/m2 1 -5'C LLBOX,2,, . '.IP.67,.3 diodes,d`.. .�". - 1 KL--1z aoow/mz ( 2 --zsc - -600w/m2 _ , —45'C Cable 4mm'(IEC)/4mm'&12AWG 1000V(UL1000V)/ t 400w/m2 } 1 —65d 12AWG(UL600V),1000mm o 0 [Co nnectorSLI.'zff,,1...:1, . FMC4oriMG4compar:0le.:,,,..,,;w__,....,,A= 0 5 10 15 20 25 30 35 40 0 5 10 15 20 25 30 35 40 45 Standard Packaging 24pcs,504kg(quantity and weight per pallet) vona.e v vottage(Vl r„-. ,J LModule Pieces Per Container 672pcs(401HCt),-;' r�' s__.. TEMPERATURE CHARACTERISTICS Specification Data Partner Section ',Temperature Coefficient(Pmaz)_A ; -_t_ 0 43*°C ___,-__„_ , s Temperature Coefficient(Voc) -0 34%/°C 771”; _ _ _ Temperature Cffi oecient fisc) `„ - „ , „ ,--0 065.%/°CM „.»_. ...,. Nominal Operating Cell Temperature 45±2°C PERFORMANCE AT LOW IRRADIANCE Industry leading performance at low irradiation environment, +96.5% module efficiency from an irradiance of 1000w/m2to 200w/m2(AM 1.5,25•C) •The specifications made herein may deviate slightly and are not guaranteed Due to ongoing innovation,research and product enhancement we reserve the right to make any adjustments to the information contained herein at any time without mike Please always obtain the most recent revision of datasheet whlchshall be duly incorporated into the binding contract made by the parties governing all transactions related to the purchase and sale of the products described herein www.canadiansoiaccom Canadian Solar Inc:Mar.2014.All rights reserved su iort.ClcanadranSol7Ccom. PV Module Product Datosheet tV4,12 EN pI i Caution:please read safety and instailntloAinstruttlens before using the product:. i �.,. ..;. �. _ __ __ _.._ �r CanadianSolar Nligi#}} is F = : „.., " H ' ii r ITi 1t,'',,.�, 1 On-grid Module,, CS6P is a robust solar module with 60 solar y cells.These modules can be used for on-grid �,;,,, solar applications.Our meticulous design and production techniques ensure a high-yield, klong-term performance for every module produced Our rigorous quality control and in-house testing facilities guarantee Canadian Solar's modules meet the highest quality standards possible. Ft -Key Features. - . ,`' _.. , •`;Top ranked`PVUSA(PTC)rating in California forhi,gher. i Applications ,energ/producti'on; _ }'. _ ' ` ;., 3• .,, r 4 • On-grid residential roof-tops .• Industry,first comprehensive warranty,insurance by'-: ' - • On-grid commercial/industrial roof-tops Y ,AM Best rated'leading insurance companie`sin the world.'.; • Solar power stations • Other on-grid applications r :•' Industry'leading plus only power tolerance:0-'+5W' r I =•,Strong framed"module;passing m"echanical,load-test '.v Quality Certificates i' of 5400Pa to withstand'heaviersnow loa"d' _ _ ' _ r#, • IEC 61215, IEC 61730,UL 1703,CEC Listed, "`• .. : , ,�'\' CE and MCS r • The,1'st manufacturer-in the„PV•industry,ce`rtified fol _ ' „ • ISO9001:2008:Standards for quality ISO:TS16949`(The automotive'quality management:::+ i management systems `system)in:.module'production since•2003 .; ',; • ISO/TS16949:2009:The automotive quality ''o'ISO17'025'qualified`manufacturer oiivned testing lab;': -' ' management system „;fully complying to IEC„TUV,;UL testing standards x=.•: Backed By Our Linear,Power Warranty , ,',i,-: Environmental Certificates Plus=our added25 year insurance'coverage - • ISO14001:2004:Standards for Environmental r.,,';':,,',9� ;Added(ratue`'Fr° i, , "`'”;''" _ _ '.'+ management systems = so°i '- °►n Warrant „ �" ,. , tip,,.,, y • QC080000 HSPM:The Certification for t so% t Hazardous Substances Regulations 5, 10 15- zo, 25 • Reach Compliance - • 10 year product;warranty on materials'and:workmanshipCpe C E c0 0 •'25 yea).Imear'power'output warranty - :_ -_, , ` �E �?as 0036 t - - •' - ` t�)f '(..ti O E E P4E www.canadiansolar.com CS6P-235PX Electrical Data STC CS6P-235PX Temperature Characteristics Nominal Maximum Power (Pmax) 235W • Optimum Operating Voltage(Vmp) 29 8V Pmax -0.43%fC Optimum Operating Current(Imp) 7 90A Temperature Coefficient Voc -0 34%fC • Open Circuit Voltage(Voc) 36 9V Isc 0 065%fC Short Circuit Current(Isc) 8 46A Normal Operating Cell Temperature 45±2t Module Efficiency 14 61% , Operating Temperature -40t—+85°C Performance at Low Irradiance Maximum System Voltage 1000V(IEC)/600V(UL) Industry leading,performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification Class A irradiance of 1000w/m2 to 200w/m2 Power Tolerance 0-+5W (AM 1.5,25`C) , Under Standard Test Conditions(STC)of irradiance of 1000Wlm',spectrum AM 1 5 and cell temperature of 25"C Engineering Drawings NOCT CS6P-235PX __ Nominal Maximum Power (Pmax) 170W , Optimum Operating Voltage(Vmp) 27 2V I I I -- Optimum Operating Current(Imp) 6.27A i Open Circuit Voltage(Voc) 33 9V Short Circuit Current(Isc) 6 86A Under Normal Operating Cell Temperature,Irradiance of 800 W/m',spectrum AM 1S,ambient temperature 20t, wind speed 1 m/s Mechanical''Data , Cell Type Poly-crystalline 156 x 156mm,2 or 3 Busbars e Cell Arrangement 60(6 x 10) Dimensions 1638 x 982 x 40mm(64 5 x 38 7 x 1 57in) Weight 20kg(44 1 lbs) , Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy p J-BOX IP65,3 diodes 3 Cable 4mm'(IEC)/12AWG(UL),1100mm 952 i ' • Connectors MC4 or MC4 Comparable - Standard Packaging(Modules per Pallet) 24pcs ` I ePA r •Module Pieces per container(40 ft Container) 672pcs(40'HQ) �1 •-V Curves (CS6P-235PX) I 10 - Section A-A - ( 9I i 0 35 0 6 € 6 1 3 4 ate,. 15 1 —Sectl,on B-13 3 . g —1000 a/m2 -51 i_/ L.-``' 2 -80,1,/m2 • 1 2 -25Y { h 1 .-.-..60 /rn2 ,--45,C 1 i � �— 1 i i �s00.,/mi , —85'C I b 50 i - 0 0- 5 10 15 Co 35 30 ..c 40 0 u 5 iu ,5 55 '5, 5c ii .1 Gu 1 , I GO dl 932 L vctae°IV! V9 aOu(V) ' 'Specifications included in this datasheel are subject to change without prior notice " About Canadian Solar Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar will expand its module solar systems. Canadian Solar delivers solar power manufacturing capacity to 2.05GW and cell manufacturing products of uncompromising quality to worldwide capacity to 1.3GW in 2011. customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. Headquarters 1650 Riverbend Drive,Suite B Kitchener,Ontario I Canada N2K 3S2 Tel:+1-519-954-2057 Fax:+1-519-578-2097 inqu ire.ca©canad'iansolar..com www.canadiansolar.corn EN-Rev 10 16 Copyright 0 2011 Canadian Solar Inc 1 Enphase®Microinverters Enphase® M215 . . . , s‘ ‘.r,'j;,,',, :,:'',.':',::: -,,....,;;;:,';',• ,,:t tc-'..'''::,,',-).,:i -i•'',,,, ‘-2)? f.,,,;..,:,,,[el.,P,-.,,. ..,; ' ,,- .._,•,•,,-,.:.::, • • , : _ , r, — ..amrz .0 1d ,. n -.. ,•.�., ,v. , ., .. w, < .._ .._. ....w� ,,. rn . w, .. _. , r -' s r 4 The Eriphase® Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation, and management of solar power systems. The Enphase System includes the microinverter, the Envoy®Communications Gateway,`"and Enlighten® Enphase's monitoring and analysis software. P ;•EDUCTIVE S ,'AART - Maximum energy production -Quick and simple design, installation, - Resilient to dust, debris and shading and management - Performance monitoring - 24/7 monitoring and analysis RELIA LE SAFE -System availability greater than 99.8% - Low-voltage DC -No single point of system failure - Reduced fire risk . enpl lase® CR®[,, ,, y'" JENERGY c us . ^ Enphase®M215 Microinverter II DATA , . ~ INPUT DATA(DC) M215-60-2LL-S22/S23 and M215-60-2LL-S22-NA/S23-NA(Ontario) , Recohirnended input power(SIC) '^ 190-2701111 `_ __ _. _ , __ _�` � ' Maximumin�tDCv��g 45 V -- '- _' _ __' -__' - ---' ' . '- ' Peak PoY��tracking Yol ��t� -'-. . � \(� �2� ` .. , Operating range 16 36 V - � - ` voltage � V45 _ -_ -'�' Max DC short circuit current 15 A , Max. _- � .�. -_- - ----_ _. -- ' - .- -`� ^ ' � Input currenf . 10.5A . � 16,-........-. OUTPUT DATA(AC) @2O8VAC @240 VAC Rated(continuous)o ' ' � 215N/ � ' _ _� �215VV _ �� _ _ �_' ^ Nominal outpucurrent 1.0 A (Arms at nominal duration) 0.9 A(Arms at nominal duration) '-- '_ __ . ' __ ' _ - -_- - . -- -' ' -' - '_ . voltage/rangeNomina| V 208/183-229y . 240/211'204 ,_ _ _ __ �_______ ___ _ __ _ _ _ . __ __ Extended voltage/range 179-232 V 206-269 V . Nominal frequency/range' „_ _ OC\O/59.3'6l5Hz_ _ ,0O/)/58�-8[.5Hz__ ____ Extended frequency range 57-60.5 Hz 57-60.5 Hz - - , - ' _ - -_ ' _`` ' _ _ ` - - _ � Power to >0.95 � � >0.95 ' _ , _' � �� � _ �.� �. �`.. ' � '' � ^ ^ Maximum units per 20 A branch circuit 25(three phase) 17(single phase) - - - '-- - - - ` ' - --- '--- - - - - - ' --` - - '-� - - ' ' -' ` '' - -- fuu�Pun ���� � 1�5 over 3oyo�o 1�4Arms Over 5oydoa �' � - � . -. , = __ __ _ _- _ ' ^ EFFICIENCY 96.0% i� CECwn�htad . � � � � � � /' - -_ _�-_ - - - -_ � -_ . - . - - _. -_ ' ._ _ '� '- - _ ^ Peak inverter efficienc963% _ - -- _--'_-_ '-__' _- _- __ '-- -' -__ '-__'-'__---'_ _ __ _ '__-''_� _Gtat�/NPPT reference . __._ _- .. .- - �VV�Y�. -' --- --'- _ .� Dy�m�MPPTe�c�n��a��md��noho��a.m��n�EN5U53� 99.3% -- '-'--- --' - --- - --' --- -- --,- — - ' '--� - �-' - --' - - ' �--� ----� - -- ---�l ; N�6t�nopower uonoumpt�n ' ` 46 mW ` . ' .. . ” ^ . . � MECHANICAL DATA � , � , . . Amb�ntfompon�umrange .__ ____ -40"Cto+05"� . .__�_� Operating temperature range(internal) -40°C to+05°C !' - - _ - ' - _- - -_' - _ _-- __- - -_-' - ` -- __ - / , � ` ' ` 1I3�mx1�4omx�5mn(O�"xO�5^x1�^ wbhout bracket , i .. - _ � . ~'- - '__ ' _.�' .� ' ' - '-_ - _' ' � � _-- ' '__- -_ _VVo�h 1.6 kg _ __________ __ ____�_ _� (3.5 lbs) ( Copling . , -__ - -^ '�_.Natural -No fans Enclosure environmental rating Outdoor NEMA 6 , ^~ . `` ' ' . FEATURES Compatibility Pairs with mos60-cell PV modules �� -' -- -- '- -- -- .' - - ' ' ---'-�-- -. � - -- - - -- - - ---------' - -- ' i Cumniunication . Power line / -- -' -- --- - - --� -'- - ' ' - ' -'- - '- -- ' - ' ' - - Monitoring Fmo|i��momunitohng�oB��h�naof�vam - - ' - -- Compliance . ' � ' UU�1�EEE154� FCC Par 15C�ooB ' CAN/OS/+C2�2NO.U-K�81.0�'0� and 1O71'U1 � �� ���������� ����� ������ ��� �� �� '� (�mmore o�u Enph�e Mic�im����� � enphase. technology, visit enphase.com L`=~.11E N s u G v mumxsnphase Energy All rights reserved All trademarks or brands in this document are registereby their respective owner t5' 03 ' P • Technical Datasheets ;PUN I RAC AHit'ICPOUPCC•P.g( SolarMount-IT"" Roof Mount Technical Datasheet Pub 101109-ltd V1.1 November 2010 SolarMount-1 Module Connection Hardware Slider and Mid Clamp 1 Slider and End Clamp 2 SolarMount-1 Series Accessory Mount 2 SolarMount-1 Beam Connection Hardware 1-Flange Foot 3 2-Flange Foot 3 Beam Splice, 4 SolarMount-1 Beam SolarMoiunt-I Beams 5 SolarMount-I Engineering Reports SolarMount-1 1.0 Beams 6 SolarMount-12.5 Beams 8 SolarMount-1 Module Connection Hardware So'larMount-1 Series Slider with Mid Clamp Part,No.020270; 02028C,02029C,02030C Module • Slider and Mid Clamp Material:One of the following mill finished 4 y� Bolt extruded aluminum alloys:6005-T5,6105-T5,6061-T6 Ultimate Tensile:38ksi,Yield:35 ksi Nuf • Slider Weight 0.026 lbs(12g),Mid Clamp Weight 0.050 lbs(23g) • Allowable and design loads are valid when components are ' `LLy;: s'. assembled with SolarMount I Beams according to authorized • UNIRAC documents r'a Slider • Sliders are compatible with SolarMount I Beams • Assemble with one%-20ASTM F593 bolt and one%-20 ASTM F594 serrated flange nut Mid Clamp s..{: ':.; �;„•W�,1, °ak. " ;�.�.,.., • Use anti-seize and tighten to 10 ft-lbs of torque • Resistance factors and safetyfactors are determined accordingto Beam part 1 section 9 of the 2005 Aluminum Design Manual Module MOD— Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, lbs(N) lbs(N) FS lbs(N) m Sliding,Xt 1194(5311) 490(2180) 2.44 741 (3296) 0.620 11 Tension,Y+ 1503(6686) 677(3011) 2.22 1024(4555) 0.682 p• _� {• Transverse,Zt 2080(9252) 915(4070) 2.27 1383(6152) 0.665 Y s oX Dimensions specified in inches unless noted UOivuring Value through ]rnfnvett t)ti c_ie,;c}itilic liubt-D '' Technical Dafast eets :PUN! ' - 4 i.HILT IGvOUP CGI,'%JCY SolarMount-1 Module Connection Hardware SolarMount-I Slider with End Clamp Part No.02001C through 020060,02009C,02010C ; "' w • ` • Slider and End Clamp Material:One of the following mill finished ntut —rte. . extruded aluminum alloys:6005-T5,6105 T5,6061-T6 .x,_ .. 1"" ` Ultimate Tensile:38 ksi,Yield:35 ksi *•,.•--'"` 'ti; ' - • Slider Weight:0.026 lbs,(12g),end clamp weight varies based on w~ .:. '-yy' . ; height:-0.058 lbs(26g) End ,,, .; • Allowable and design loads are valid when components are ��,,� ', ,.r ,‘..c.,;,:`:.= assembled with SolarMount 11.0 or 2.5 Beams according to Clamp i _ .,`` _ _= authorized UNIRAC documents 0.0-'",`-:,,`-,-:', '%y .' ,' • Sliders are compatible with SolarMount I Beams ‘it - Beam ' ,-"'r • Assemble with one'/-20 ASTM F593 bolt and one%-20 ASTM F594 serrated flange nut �, .,,.. s >i • Use anti-seize and tighten to 10 ft-lbs of torque i • Resistance factors and safety factors are determined according to Slider s,' ' `"` t't '" part 1 section 9 of the 2005 Aluminum Design Manual • Modules must be installed at least 1.5"from either end of a beam Istioy -'W- Applied Load Average Allowable Safety Design Resistance A Direction Ultimate Load Factor, Loads Factor, lbs(N) lbs(N) FS lbs(N) Y h. Sliding,X± 283(1259) 104(463) 2.72 157(698) 0.555 A Tension,Y+ 332(1477) 88(391) 3.77 133(592) 0.401 i 18-X • 060-1 _-- Transverse,a 1367(6081) 533(2371) 2.56 806(3585) 0.590 Dimensions specified in inches unless noted SolarMount-1 Accessory Mount Part No.08010M !�Kp • Slider Material:One of the following mill finished extruded ,if.•--' aluminum alloys:6005-T5,6105-T5,• 6061-T6 Bolt w,c.,-"� Ultimate Tensile:38 ksi,Yield:35 ksi „ - Accessory Slider Weight:0.026 lbs(12g) 'Nut. J, • Allowable and design loads are valid when components are assembled with SolarMount-I 1.0 or 2.5 Beams according to t . , w authorized UNIRAC documents • SolarMount-I Series Accessory Mounts are compatible with R � >,,,,,:;.e."...? SolarMount-I Beams - ','di-;,.. �_° era .'" •N, ,� Use two Accessory Mounts per accessory >:;� • Assemble each pair of clamps with the following stainless steel Beam hardware:two X-20 set screws,two X-20 heavy hex jam nuts,and two Y-20 F594 serrated flange nuts • Use anti-seize and tighten to 5-10 ft-lbs of torque ,to, i • Resistance factors and safety factors are determined according ___ _i �� calculations and UNIRAC testing amu__- . yam�, Maximum distance of Maximum weight of �� a) .�._.__ accessory center of gravity accessory � y A from beam center lbs(kg) rr X in(mm) 7(178) 32(14.5) Dimensions specified in inches unless noted ?;.,D,Delivering Valu th rou 'l)rtnovati an „, ,'i,'.*i:nl! ,n'iticrli".' Technical Datasheets :P U N I RAC A HILA GPOUP COMI"grli SolarMount-1 Beam Connection Hardware SolarMount-1 1-.FlangeFoot Part No.04011M `'' --1"”-"":" T;,7" ' . � • 1-Flange Foot Material:One of the following mill finished extruded '''-'''' aluminum alloys:6005-T5,6105-T5,6061-T6 , ,,,,,,_ . Ultimate Tensile:38 ksi,Yield:35 ksi Beam .�.,.f* ^" • 1-Flange Foot Weight 0.101 lbs(46 g) - - 1-, • Allowable and design loads are valid when components are assembled ...F „ - with SolarMount-I 1.0 or 2.5 Beams according to authorized UNIRAC j'%� '- '.<,-..,.-i7'" ` documents i--- -a'' '.� • 1-Flange feet are compatible with SolarMount-I Beams , = .;,- • Resistance factors and safety factors are determined according to part 1 `' "A section 9 of the 2005 Aluminum Design Manual , • Design and allowable loads are for the beam to foot connection Y 1-Flange Foot • Be sure to check load limits for roof attachments and standoffs 4 '- r X Average Allowable Safety Design Load Resistance Applied Load Ultimate Load Factor, lbs(N) Factor, Direction lbs(N) lbs(N) FS 41) , , i aostsuO.n%SLOT T Iw Tension,Y+ ,c: ,r , L. SolarMount 11.0 Beam 1388(5952) 591.(2629) 2.26 894(3977) 0.668 '` SolarMount-i 2,5 Beam 1514(6735) 648(2882) 2.34 980(4359) 0.647 1--0.431-= acit>----1 Compression,Y- Dimensions specified in Inches SolarMount-I 1.0 Beam 2931 (13038) 1288(5729) 2.28 1948(8665) 0.664 unless noted SolarMount-I 2.5 Beam 2750(12233) 1223(5440) 2.25 1849(8225) 0.672 Transverse,X-,downhill 635(2825) 313(1392) 2.03 473(2104) 0.745 Transverse,X+,uphill 42(187) 20(89) 2.15 30(133) 0.705 Sliding,Zt (see Beam Splice) SolarMount-1 2 -Flange Foot Part No.04002M,04003M • 2-Flange Foot Material:One of the following mill finished extruded aluminum alloys:6005-T5;6105-T5,6061-T6 ' Ultimate Tensile:38 ksi,Yield:35 ksi • 2-Flange Foot Weight:0.103 lbs(47 g) • Allowable and design loads are valid when components are assembled r ti ".. .,,'', , ,n r with SolarMount-I 1,0 or 2.5 Beams according to authorized UNIRAC • ' '$ear' documents 2-Flange Feet are compatible with SolarMount 1 Beams 2-Flange • Resistance factors and safety factors are determined according to part 1 s :-a . Foot section 9 of the 2005 Aluminum Design Manual .. ' Design and allowable loads are for the beam to foot connection -, ; Be sure to check load limits for roof attachments and standoffs Y d Average Allowable Safety Design Load Resistance Applied Load L Diroct Ultimate Load Factor, lbs(N) Factor, lbs(N) lbs(N) FS a) a.X 1:100.2(.6 i 0SIG S1OT---‘, Tension,Y+ 1 13, r SolarMount-I 1.0 Beam 1931(8950) 864 (3843) 2.23 1307(5814) 0.667 1111SolarMount 12.5 Beam 2478(11023) 1111 (4942) 2.23 1681(7477) 0.678 i - t j r,, r-""-•1,5n,,.,-"":f'" '"'1«7 Compression,Y a SolarMount-11.0 Beam 3788(16850) 1706(7589) 2.22 2581(11481) 0.681 SolarMount-12.5 Beam 3694(16432) 1562(6948) 2.36 2363(10511) 0.640 Dimensions specified in inches unless noted Transverse,X-,downhill 635(2825) 313(1392) 2.03 473(2104) 0.745 Transverse,X+,uphill 42(187) 20(89) 2.15 30(133) 0.705 Sliding,Zt (see Beam Splice) 3 1 Dolivor ng. \Mile through I itmut on d. . , F Technical Datasheets ;: UNI RACi A Hit 11 GFOVY COMF.A1iV SolarMount-I Beam Connection Hardware SolarMount-1 Beam Splice Part No.03020M,03021M �' • Beam Splice Material:Aluminum 5052-H32 "Beam' Ultimate Tensile:31 ksi,Yield:23 ksi a-' J • Beam Splice Weight:0.053 lbs(24 g) a.-" Bolts'" ''-'4, • Allowable and design loads are valid when components are 8 assembled according to authorized UNIRAC documents ; '`� Beam Splices are compatible with SoiarMount-I Beams when used "r with 1-Flange or 2-Flange feet o� ","'''';e Resistance factors and safety factors are determined according to r't t ,.-" Splice x part 1 section 9 of the 2005 Aluminum Design Manual Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, Nut 1-Flange or lbs(N) lbs(N) FS lbs(N) 0 2-Flange Foot Sliding,± 1428(6352) 620(2758) 2.30 938(4172) 0.657 —r— i 00310.350 o+l 1 t_ 1 _ t»037s`ii i ' i ✓ Y t i s s A i cams-i--i Dimensions specified In Inches unless noted 111 De.iivolicj Value 'Lhrou ii% 1nil"1''/ list,