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HomeMy WebLinkAboutBuilding Permit #784-12 - 91 FULLER ROAD 5/1/2012Permit NO: -Z, Date Issued BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION /2 L1112- iMPORTANT: TYPE OF IMPROVEMENT ❑ New Building ❑ Addition P-0iteration ❑ Repair, replacement ❑ Demolition Date Received must PROPOSED USE Residential 0 One family ❑ Two or more family. No. of units: ❑ Assessory Bldg ❑ Other all items on this Non- Residential ❑ Industrial Q Commercial ❑ Others: DESCRIPTION OF WORK TO BE PREFORMED: Identification Please Type or Print Clearly) Phone: OWNER: Name: /✓ 2GU1 7!! /! / ARCH ITECT/ENGINEE Phone: °) ` 4 No •13� z � Address: Reg. No. FEE SCHEDULE: BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ Z FEE: $ Check No.: /�? Receipt No.: '2l NOTE: Persons contracting with unregiste�rcontractors do not have access to the guaranty fu�zd 11 U Location //� /�/ No. %� y — / z Check # �'�-2 if 25249 Date TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee Foundation Permit Fee $ Other Permit Fee $ TOTAL $ �, �� Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED PLANNING & DEVELOPMENT ❑ COMMENTS DATE APPROVED DATE REJECTED DATE APPROVED CONSERVATION ❑ ❑ COMMENTS DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/signature & Date Located at 384 Osgood Street Driveway Permit Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine Doc.Building Permit Revised 2007 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits a Building Permit Application o Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract a Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered e products artment prior to issuance of Bldg Permit NOTE: All dumpster permits require sign off from Fir p Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) o Engineering Affidavits for Engineered producsIlcable NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 iii m m m N m m v. y 'O C � CA Cl) 'O O CD O Z y CCD O 'O CL C � � C fl. = CO) n� -v o CD CDCL O Q CD CD O CD C CD y -� CD CL O CO2OO CO CD F v CO) O 'OCD Z o CD C CD C C=�O _ O �iii•c s N y o yma= = Z =r= CA _I o CL s• M =r W a=o' m y W CO) W C 0'm ; O O =' = W • W > > -ca . Oo O •� O d' to = y -ca "•d S. mmom: O O CCD ='� c-, = d N p• cn o '� a IQ N U W m V'' ^^ ICD � N �• J N CA 00 CD W � t CDCD to g, d •, m d a -a G7 = n d �Z �s CA CD. . �q y cn * by ?l P? 7d O �7 �'. ,' O C17 rA It ?1 �' 7z oda r� z b M z ='- n ,'v oda o CLrZ "� n cn ( a^ -r1 o a. x y ri LA ASTRUMSOLAR To Whom It May Concern, Please find enclosed a permit application and check for a residential, roof -mounted, grid -tied, solar photovoltaic system for the Ellis Residence at 91 Fuller Road, North Andover, MA 01845. Please also find a pre -addressed stamped envelope to return a copy of the approved building permit to Astrum. If you have any questions or concerns regarding the content please feel free to contact me directly 508.649.4891 or at andrew.klein@astrumsolar.com Regards, Andrew Andrew Klein Project Lead ASTRUIVISOLAR 15 Avenue E Hopkinton, MA 01748 P: (508) 649-4891 F: (508) 302-7994 www.astrumsolar.com andrew.klein@astrumsolar.com ASTRUMSOLAW April 23`d, 2012 Town of North Andover, MA Building Inspection Department 120 Main Street North Andover, MA 01845 Subject: Structural Certification for Installation of Solar Panels Ellis Residence 91 Fuller Road North Andover, MA 01845 To whom it may concern: 8955 Henkels Lane, Suite 508 Annapolis Junction, MD 20701 PHONE 1.800.903.6130 FAX 443.267.0036 www.astrumsolar.com A design check for the subject residence was done on the existing roofing and framing systems for the installation of solar panels over the roof. From a field inspection of the property, the existing house high roof support structure consists of nominal 2"x8" rafters spaced at 16" oc, paired with matching collar ties. The rafters have a span of approximately 15 feet and a slope of 32 degrees. The rafters are connected to a 2"x10" continuous header board at the pitch, and load bearing walls on either side. There are also 2"x8" collar ties at 32" oc for structural stability. The roof covering consist of asphalt shingle on plywood sheathing. The low roof support structure consists of nominal 2"x8" rafters at 16" oc. The rafters have a span of approximately 13.5 feet and a slope of 32 degrees. There is a 3"x10" LVL load bearing beam at the mid span of the rafters to provide intermediate support. The rafters are supported by 6"x10" continuous ridge beam at the pitch, and load bearing walls on either side. There are no collar ties. The high roof framing systems are judged to be inadequate to withstand the loading imposed by the installation of solar panels. It is recommended to sister 2"x8" sections to original rafters at 32" oc for a minimum length of 10'. The panel racking should be attached to these rafters that are reinforced. The sister rafters should be attached to original members by common 10d nails at 12" oc, both top and bottom. The total number of 10 -feet 2"x8" lumber required is approximately 30 +/-. The low roof framing systems are judged to be adequate to withstand the loading imposed by the installation of solar panels. No reinforcement is necessary. I further certify that all applicable loads required by IRC 2009 and with Massachusetts amendments were applied to the Unirac SolarMount rail system and analyzed. The applicable loads are indicated in the load combination table and the summation of maximum loads indicated on permit plan sheet PD -2, which is part of this submittal package. Furthermore, our installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Unirac for the racking system, and by EcoFasten for the roof connections. Finally, I accept the certifications SEE A SUNNY DAY IN A WHOLE NEW WAY° ASTRUMSOLAW 8955 Henkels Lane, Suite 508 Annapolis Junction, MD 20701 PHONE 1.800.903.6130 FAX 443.267.0036 www.astrumsolar.com indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. Sincerely, Elaine A. Huang, P.E. Structural Engineer Astrum Solar _,►►''�P�,�N oFAf4s9 ' ELAINE A. u> C.) NUANG CIVIL y _ NO.49029 / AL SEE A SUNNY DAY IN A WHOLE NEW WAY° Professional Certification: I hereby certify that these plans were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Massachusetts; License No. 49029; Expiration Date of June 30, 2012. ASTRUMSOLAW LETTER OF AUTHORIZATION FOR PERMIT AND INSPECTION To Whom It May Concern: Meghan Ellis 15 Avenue E Hopkinton, MA 01748 PHONE 508.649.9641 FAX 508.302.7994 www.astrumsolar.com as owner of the property located at 91 Fuller Road _North Andover) Massachusetts _01845_ Hereby designate Astrum Solar, Inc. as my contractor and registered agent for the purposes of the applying for permits and inspections of my solar photovoltaic generating unit. Signature: Custome� Meghan Ellis Date: 11 I I Z - SEE A SUNNY DAY IN A WHOLE NEW WAY@ r Office of Consumer Affairs andusiness Regulation Ik 10 Park Plaza - Suite 5170 hv}a- Boston, Massachusetts 02116 Home Improvement Cprltractor Registration ASTRUM SOLAR INC. BEN DAVIS 8955 HENKELS LANE STE 508 ANNAPOLIS, MD 20701 DPS -CAI is 5OM-04/04-G101216 HOME IMPROVEMENT CONTRACTOR Registration 168228 Type: Expiration • 111,9(2013 Private Corporation At1M SOLAR; ING..._-.--'- ...-....... i" 1 BEN DAVIS ?.. 8955 HENKELS LAN5,'SYT ,508 ANNAPOLIS, MD 2070;1*=_'_'''.. Undersecretary Reqistration: 168228 Type: Private Corporation Expiration: 1/19/2013 Tr# 208147 ite Address and return card. MarIc reason for change. ddress r_I Renewal F-1 Employment ❑ Lost Card License or registration valid for individul use only before the expiration date.. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza -- Suite 5170 Boston, MA 02116 Not val d without signature The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations ' I Congress Street, Suite 100 Boston, MA 02114-2017 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Astrum Solar Address: 15 Avenue E Hopkington, MA 01748 Phone #:508.649.4891 Are you an employer? Check the appropriate box: 1.2 I am a employer with 15 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub -contractors 2. ❑ 1 am a sole proprietor or partner- listed on the attached sheet. ship and have no employees These sub -contractors have working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 3. ❑ I am a homeowner doing all work officers have exercised their myself. [No workers' comp. right of exemption per MGL insurance required.] t c. 152, § 1(4), and we have no employees. [No workers' coma. insurance reauired.l Type of project (required): 6. ❑ New construction 7. ❑ Remodeling 8. ❑ Demolition 9. ❑✓ Building addition 10.❑ Electrical repairs or additions 11.❑ Plumbing repairs or additions 12.❑ Roof repairs 13.❑ Other *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. r Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub -contractors and state whether or not those entities have employees. If the sub -contractors have employees, they must provide their workers' comp. policy number. I am an employer that isproviding workers' compensation insurance for my employees Below is thepolicy and job site information. Insurance Company Name: indemnity Insurance Co Policy # or Self-ins. �Lic. #:047026878 Expiration Date:1 Dec 2012 Job Site Address: " I PoU i2 D City/State/Zip: W )C tg AA'Dd V rA �u w /U 1611� Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains gnllpenaldes ofperjury that the information provided above is true and correct. Phone #:508.649.4891 Oficial use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: ACQRD, CERTIFICATE ®F L9ABiLI"N INSURANCE C66TBVAV D100/03/20 PRODUCER LOCK= cOMmma, LLC 5847 SAN FBLIPB, SUITE 320 HOUSTON, Tx 77057 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGMS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTERTHE COVERAGE AFFORDED BYTHE POLICIES BELOW. INSURERS AFFORDING COVERAGE MAIC 0 INSURED INSPBRITY, INC. 19001 CRESCMM SPRINGS DRIVE KINGPOOD, TX 71339 * SE8 BELOIT NSURERA:Indemity Insurance Co. of North America INSURER B: INSURER C; INSURER D: INSURPR E: COV9RAGE8 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TOTHE INSURED NAMED ABOVE FORTHE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERMOR CONDITION OF ANYCONTRACT OR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN 18 SUBJECT TO ALLTHETERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY RMD CLAIMS. LTR NSR BOF INSURANCE POLICYNUMBER. DATE fMIdDDrm LIMITS GENERALLIAEWTY COMMERCIAL GENERAL LIABILM CWMSMADE F OCCUR EACH OCCURRENCE S PREMISES JEA pea ".. S MEDEXP ane rean S PERSONAL a ADV INJURY S GENERALAGGREGATE i GEnAOGREGATE UM3TAPPLISSPER POLICY O LOC PRODUCTS- COMPIOPAGO S AUTOMOBILE 11ABO.ITY ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NOR -OWNED AUTOS COMBINED SINGLE UMR (EaaaddetiE) S BODILY INJURY (Perp—ft) . S BO � N RY S PROPERTY DAMAGE S (Per-ddetd) GARAGSLIABAM ANYAUTO� AUTO ONLY-EAACCIDENT S EAACC S "'� r AGO $ EYCESSAIMBPELLAUA131M OCCUR CLAIMS MADE DEDUCTIBLE 11E7ENSTON S EACH OCCURRENCE $ AGGREGATE S _ S S $ A WORKERSCOMPENsATIDNAllo EMPLOYERS' LIABWTY ANYPROPRIETORIAVMER&XECUTNE OFFFICERIMEMBEREXCLUDED? PedP RNU9 047026878 10/01/2011 10/01/2012 X�ATUg N El- FJICHACCIDENT $ 1,000,000 ELDSEAE-EAAPLams S 1,000,000 ELDISEASEPOLICYLWHT S ODo OMER DESCRIPTION OP OPERATIONS I LOCATIONS IVEHICLES I EXCLUSIONS ADDED BY ENDORSEMW I SPECIAL PROVISIONS * ASTRUM SOLAR, INC. (2906800) IS INCLUDED FOR COVERAGT3 THROUGH ENDORSEMENT POR AM EMPLOYEES TINAER CLIENT SBRVICE AGREEMENT. CERTIFICATE HOLDER CANCELLAilON SHOULD ANY OFTHS ABOVE OMCi48ED POLICIES BB CANCELLED BEFORE THE EXPIRATION DATETHEREOF,THE ISSUING INSURERWILL ENDEAVORTO MAIL 90 OAYE WFttrMN NOTICE TO THE CERTFICATE HOLDER NAMED TOTHS LETT, BUT FAIW R@TO DO 60 SHALL IMPOSE NO OBLIGATION OR L BUN OF ANY MND UPONTHE NSUMI%ITS AGENTS OR REPRESENTAtIVE3. For Informational Purposes only XXXXRXXX XXXXXXXX, MD XXXXX AUTHORIZED REPRESENTATIVE ASTRU-1 OP ID: SJ - CERTIFICATE OF LIABILITY INSURANCEDATE(MWDD"YM 12121!11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RiGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE. A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. if SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 410-433-3000 Diversified Insurance 410433-3440 Industries, Inc. - Suite 155 West, 2 Hamill Road Baltimore, MD 21210-1873 CONTACT NAME: PHONE FAX AIC No Ext): AIC No): E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC N Steven K. Johnston INSURER A: Ohio Casualty 14613 08/01112 INSURED Astrum Solar, Inc. 8955 Henkeis Lane Ste 508 Annapolis Junction, MD 20701 INSURER S:Cincinnati Insurance Co. 10677 INSURER C : PERSONAL & ADV INJURY $ 1,000,00 INSURER D: INSURER E: PRODUCTS - COMPIOP AGG $ 2,000,00 INSURER F B COVERAGES CERTIFICATE NUMBER: RFVISInN N1IMRFR- ---- -- ----------- THIS iS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INT R TYPE OF INSURANCE ADDLSUBR POLICY NUMBER POLICY MWDD EFF MMIDDiYYYY LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE I OCCUR XXXXXX, MD XXXXX CBP7044357 08/01/11 08/01112 EACH OCCURRENCE $ 1,000,0001 PREMISES Ea occurrence $ 300,00 MED EXP (Any one person) $ 10,00 PERSONAL & ADV INJURY $ 1,000,00 GENERAL AGGREGATE S 2,000,00 GEN L AGGREGATE LIMiT APPLIES PER: POLICY PRO- X LOC PRODUCTS - COMPIOP AGG $ 2,000,00 $ B AUTOMOBILE X X X LIABILITY ANY ALTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS X NON -OWNED AUTOS EBA0054872 12/20/11 12120112 COMBINED SINGLE LIPIT 1,000,00 Ea accident $ BODILY INJURY (Per person) $ BODILY INJURY Per accident $ ( ) PROPERTY DAMAGE $ Per accident S A X UMBRELLA LIAB EXCESS LIAR X OCCUR CLAIMS -MADE CBP7044357 08/01111 08/01/12 EACH OCCURRENCE $ 10,000,00 AGGREGATE $ 10,000,00 DED I X RETENTION $ 10,000 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y 1 N ANY PROPRIETORIPARTNERIEXECUTNE OFFICERAMEMBER EXCLUDED? (Mandatory In NH) It yes, describe under DESCRIPTION OF OPERATIONS below N i A WC STATU. OTH- T E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ A A Commercial Package Inland Marine CBP7044357 CBP7044357 08/01111 08/01/11 08/01/12 08/01/12 BusPrsPrp on file ContrEqup , on fit DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) CFRTIFICOTF 1401_nFR (tANCt=1 I ATInIJ FORIN02 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Informational Purposes Only ACCORDANCE WITH THE POLICY PROVISIONS. XXXXXXX AUTHORIZED REPRESENTATIVE XXXXXX, MD XXXXX ACORD 25 (2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 1 Massachusetts - Department of Public Safety Board of Building Regulations and Standards Construction Superl'isur• r License: CS -062949 J vA''`'�• .TAMES V STAr:1i:,OM 81 PURCHASk ST MILFORD IVDA 01757 'Expiration Commissioner 01/08/2014 Unrestricted - Buildings of any use group which contain less than 35,000 cubic feet (991rn) of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. 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O v m Cr 3 c a w c .< ° a o ° < < ° D D n .n. �' rD d 3 fQ rD s o o m 3 U1 N Lnm° 0 rD N N D a (D W V1 N l m S j w -O rD Oo q0 Z2 :3 O y ° 0 Te * Q m m Ia N g --1o „ o o ry ti+ c ; Q� Di r 0_ Q Q C tiCi ° 3 01 $ N 1.1 m 04 C a LnO °' n 3** k c1 07 �. 01 Vf % m y� 0A CL. In (D i Cy Z 7 ~ r 01 N O 00 w k —4 O Ok. C. ry y CU A A O LnW M 1 (p N Q m GSl S 4` Cp ° q YZ O rD 2° m S p Ln N N N 3 OlO 01 O. Q Ln Ln ❑ tito ... `< O v 3 '(POy S O A U1 O l0N W 'P �O 0 m O r S NJ w Ln ^ c Fy r A In N90 w CA O N A t° W N O N A A W N C r� $ O a N 01 {Nll V 3 7 FFa W x N N =n W V O O (p m P m O5�2C N Astrum Solar, Inc. Ellis Residence rot Bull 114 South Street 91 Fuller Road Hopkinton, MA 01748 N ASTRUMSOLARf-t) North Andover, MA 01845 Monday, April 09, 2012 w* T O O i S p Ln fl 0 s s m D x o s o 3. a N o * p O O o n n 3 O m m m 3 m 3 ^ m � 0r rD vi- � ID S N p j m N c(D N m o m OO i s - s o n a c m a < C p m rb C O ?. rp C l0 rD 3 3 OQ a m d D m a m '^ • � v ° N lQ Q T t�if m -° vii ti. 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J 0 rD 'O �+ A O 00 'fl DQ O_ 10 c CL O A r�D 3 y O = to in O v n O C N > > C'<7 0 < < a .nr N r° 3. ° w -" m a T n 3 tp m D M m m m -° ° 0 N n W 3 >>° m 3 In N m D_ ° 5' T-N m °- ID .O V1 N 'a N S T.m 00 -N-h p C�C 0 y O� O $ C 9CG y _ * :Ea rD rD Or * Or Or ry !"mF ZG d r d w 0- Q C H g Iq w ,Pp m o ofb cam% mC aC � 0) �. Or Vr X % * .r 3 A Z M CL T f O'�^ = s TIF 1 d 00 X9 0 0^` p�j Ol N O W W of A A O V7 lD O- Z m Q m m J` •C (p 9 0 O ry� CL O �i $9� i -gyp o Ol O 01 O w N 0: N O f g O F3 FF F9 .. , v 9 S O J� in O LD 3 0x0 z -Pfu % °f N A F-� N WW O Q H O r FFF •, A Un N 00 W N C ?O �F O 1-� A lD lD rp N O N A A W N � r'_ 1 0 er V VOi CWi N A In ~+ N m (Nir a N 00 F, O N (/1 x W v 0101WI IP m os�yc N Astrum Solar, Inc. Ellis Residence r i 114 South Street N This 91 Fuller Road Hopkinton, MA 01748 ASTRUM'SOLAR(a North Andover, MA 01845 Monday, April 09, 2012 * T o o x S z v s a? aCC s z 3 D vm= X =0--mi -0 s° °s Ej3�v 7 m� w sN� 0fD aw pc OO NO3 o3 N Q m 3• q Do° NV m n m 0 o. a s< Q z p �o O S 4 . St a E?3 3 3 c° a c o m ° o a .+ C 'a m fZ N o o m 5 o, m 3 W In N W W N C l0 n. O 'O cu �^ N n 3 ° S 0mi m N W = •O A "O 0 0 �CC• S O O N 00 -j Ol 'O O O_ A � ` OT N �0 O o p n ° a a' n rID IDSLn D oa iu ° 7 h O G to a O a 4, 3� N S 0IQ ? a m 3 w ^^° D+ 7 °' O O t A S (D m D1 n 7 O rC_r' 2 C < m o r7 M* o N O. ry 3 0 Q -° r vi 0 N O 3 y Z a. C V1 T o x O_ m 7 0 m -0 s fD O l!1 : n o m N m Ln A m 3 w v 0 7 F D '^ R A N l0 O4 In d c M c m r+. U a n r In tD 7 3 DD 7 7 7 S. W O^, _ CC CC y a aa Nr,. "a ' N 3 Od Nnnm ,O OvX , 'Tx0O 4a• w io o sO 3 s .° 3NN m < O ti °" ° m o Z n rp 01 °. > > Cr = m ;;: m < < n 1C1 N N 'a a. °- O7v j m A (p N O O n 'a 3 T� H H 01 m C N m IID 7 Dmi 00 m i, s m N O d x O O W N m y ((D m r O � 7 O c, m CL (D om CL d D J 3 v° O wp p am 7 3 0° s X o m n W Oc o 7 m 3 ii c c o 10D. v w° qq o 0 d o m o (DID CT fl O m m m i a. o m m c < _ a o o S 2 %x ° m G °n 3 •* '* �o O 0#0 o D s 7 < a ao m a y ` A N W W G'1 m <'3 3 O n m F N d iv — s r7D W�O FWa ov °- � O_ 3 � o AO °- w O C _ 'O N o O' fD O N n C N In j N 7 00 a W < D 1n m M Cl .n* d m 6 o rD 5.u wC m m °- o D o = m c W N < C 3 7 7 * M to m Ln m s a A 00 A Q m l0 i0 to r, 7' m ro In O m Do (D o0 T o o C x 1 0i r Q ry t0 PC �G 00 * iJ 0- N ti+ Gni c ; d r O_ a s [ H O 3 ?y N '. O H u 0 0 kn cu 0' 0) 7 T 3 N O ° 0 �►G� q O, ry p, a, O 00 W 001 A A0 In l0 0' to s �` P'° v m rL O C) 0 AFP V o N N W A S m y o N g 0 s S O W ~ �. O 00 l0 O l0 0x0 m 7 K N Z O W F� 00 W H � ,p v p V l0 N w (D H N O r A A W t+ O r O a lNl1 W N 00 Zn N A m x 'O W In 00 O N n 01 voow m m P m 0 5�yc m N Astrum Solar, Inc. Ellis Residence i 114 South Street N This 91 Fuller Road Hopkinton, MA 01748 ASTRUM .S3irAR North Andover, MA 01845 Monday, April 09, 2012 C O m m CL ~' Gl = M V 01 In A W N N .0 A N 7 < ON < 3 > > DOD DOi p fD1 3 a _p DO J F d 7 —< 7 M GO rD A W" (DD o (D 0 n Q. �! m 3 m X m Q m i 7 C N • O O rn N N • - m o o (p • fD 'C 7 G Q. Gl m o O N O CL C C x O N O (D y V X N Z 7 J A O v N o W (o < N c)zti� w n 0 Z C: Z O OD N n N CO F z U W W A Cr 4 P D r N N �+ w w w CU CU2. N O N O C _� 0 O J c D .�. ^ d O rD p � (D d J < W W v n m v, w m 5 o rD < o m o 0° 3 0 l a N i. J O C C p i Cr M a m (D J. a i) a a m n c a 0. u o Ln 0 (D 3 q J n fD °� 5 °- �,,, o D J. N O J y q 0 0 0 ry j D r m I �3zz J a m �_ o x a > v d o rD rD H a a ^ OrD o m o f f O J O =. J n O m 3 z � � a n n Da v z m < o < z W m DD o p u, o CU 0 Z N fD O in' A a, a Z I (D X C ID J W fD N J G) I * ao v 3 oID m v o C Ln c 2 3 3 Z � o r Astrum Solar, Inc. � Ellis Residence 114 South Street � 91 Fuller Road Hopkinton, MA 01748 W North Andover, MA 01845 ASS RUMS1LARi Monday, April 09, 2012 r v V 01 lfl A W N W m � 2 2C 2S C2C C2C C2 CS C2C a J < Z Z Z n N � N N N N N N N N a (D � � � c c c c c c c c � -o N N fD N � f�D (�D (D f�D � = O aaaaaaaaGln � � o 0 0 0 0 0 0 0 °c a Li n o C c c oc Da � a Q n a o o a J 7 7 J � oa oo Da a o n C T 41 Ol d> 00 Q 00 00 � N C cc- CD � � O � --I N O Z � m N w N w r ��� J � w� in, p, � r 00 rc^. 7 Oq O � n N O Q m < n n � D D D D W c � a � Deo (D n C > > > Z Z Z Z Q- ,� � � � D D D D '* vi x 'c 'c � o W W � o 0 � S S� N O X L1 D) D N � O O ci w � � � r N O O n 0 0 X O J O 2 2 � � � Q N X fl- rD � Z O W W [� � N W •� t�i� f D o� 3 m m J o rr � K o C O m m CL ~' Gl = M V 01 In A W N N .0 A N 7 < ON < 3 > > DOD DOi p fD1 3 a _p DO J F d 7 —< 7 M GO rD A W" (DD o (D 0 n Q. �! m 3 m X m Q m i 7 C N • O O rn N N • - m o o (p • fD 'C 7 G Q. Gl m o O N O CL C C x O N O (D y V X N Z 7 J A O v N o W (o < N c)zti� w n 0 Z C: Z O OD N n N CO F z U W W A Cr 4 P D r N N �+ w w w CU CU2. N O N O C _� 0 O J c D .�. ^ d O rD p � (D d J < W W v n m v, w m 5 o rD < o m o 0° 3 0 l a N i. J O C C p i Cr M a m (D J. a i) a a m n c a 0. u o Ln 0 (D 3 q J n fD °� 5 °- �,,, o D J. N O J y q 0 0 0 ry j D r m I �3zz J a m �_ o x a > v d o rD rD H a a ^ OrD o m o f f O J O =. J n O m 3 z � � a n n Da v z m < o < z W m DD o p u, o CU 0 Z N fD O in' A a, a Z I (D X C ID J W fD N J G) I * ao v 3 oID m v o C Ln c 2 3 3 Z � o r Astrum Solar, Inc. � Ellis Residence 114 South Street � 91 Fuller Road Hopkinton, MA 01748 W North Andover, MA 01845 ASS RUMS1LARi Monday, April 09, 2012 r v V 01 lfl A W N W m � 2 2C 2S C2C C2C C2 CS C2C a J < Z Z Z n N � N N N N N N N N a (D � � � c c c c c c c c � -o N N fD N � f�D (�D (D f�D � = O aaaaaaaaGln � � o 0 0 0 0 0 0 0 °c a Li n o C c c oc Da � a Q n a o o a J 7 7 J � oa oo Da a o n C T 41 Ol d> 00 Q 00 00 � N C cc- CD v o c9 0 v O n r. n .. Q. p rp v n' °y rD o=a� (D or p m -h = v rD 0 3 J o 3 rD D M O O) ° 7 rD rD 7 (D rD ~ tD J N m < = d r r O ^' Ol Ol z z a m 7� v w z w w r^ 3° m c rD N c n n Q p U .O+ n O N p O p, O_ �. a 3 N 0 'rt J- ti I " f�'f (A O v v 0 a s (D p 0_ v m rD x a C r 07 N • N to > X (D CL N �° o< o o§ w' w' r ° 0 a i m rD 3 w 'O Ota Oo rD a �. r= O 0 p �* v� a 3 n a 3 H O O p 0- °- y m d 0 .0 J O M (D J N Cr S rD o au m Do m w 3 io 3 m Go 0 FF F m n p I 7 J rD 6 rD vOifD j i O O V7 v� m -30 3 O, '30 c rD c >v n° o w * D rD - D ro fD (D S r'? OQ (D (�D N N fD N N O 3 z c CD H °_'. oo a. m m am m 7 a 0- o Q C'. Q y Q N On � H CC CL = O_ A v fi 0 rD 0_ D rD a Do > > ago 3 oho m 3> CD 3 N 7 a v, o= o o= C n p J '_A. D rD rn, D - 0= n m rn = �• 3 m Q m v= 3 v W m S as 0 3 0 3 rte. QG 0- O • _ = 7 0 n m ; 3 3 CA 0 0_ °' 3 ° 3 CL 0 K v rev Dpi d OQ 3 rD 7 3 m A z lb y rip N b O c� Z O m o o 3 n �. N) ,v' n p 3 w o n' v F' IA N Z K o 'a r N n N n _ 311 3 (D3 N N rD A 0. n nnD o0 3 OR n 3 m 3 < oz n V1 0 rD rDO O 0 vi (D (D (D .t O .0 fD = 3 q �1 UQ '-` m o 0 0 d < a - rJo rD �• r�o m ° o r�D °1 m r3D of D A D D" 3 3 n '' x� Dl (o c c w .n rD n y z n n A O o m n (D O N r* C f7 m < c K O rD N a Dl rD < C - r O d S W O C �, rD rD L. �y: T - rD _0 °� D n c 3 20 3 o N p Do °• rn :3 d = CU O D � c' D CO fD O m rD rD (D = 7 -a C !7 v fD v N v m e v Ivji a Ij ori Nr 3 m a m m 3 3 0 o^ 0 N N O O M < In< m a n D to m Cr -o rD 0 n * O W (D S !D 7 0 S C ° N w N Q j U (D ,..t rD 3 0' N N N �' n rD rD V1 N 00 n N 00 �' rD v+ A in a .r C O V 0 (D _S < l!1 -3° ai D D z v Astrum Solar, Inc. Ellis Residence 114 South Street 91 Fuller Road FbIlim Hopkinton, MA 01748 � AStRUMS�LA��� North Andover, MA 01845 Monday, April 09, 2012 n D' w v o a v v o 0 x L'. x � x x a Q -� cn � o a .° c c m o�� n n o o, QDO (D <Oi°i J� n G Q O. (� (� p m a 00 3 � �* m o m d 0 0 O Ol N 00 W W V W O A� N V O OD W O O N Ol 01 V Z X X 3 X X rD rD � CDj � 0 n � r�o � � A rD rFp 04 d O � v � a r. Do � �' � � m N N s n in v o m N r m � � r N � N N N N O A � O l0 N V7 V7 D D o00 � < Sunmodu10/"A SW 240 mono black /Version 2.0 World-class quality Fully -automated production lines and seamless monitoring of the process and material ensure the quality that the company sets as its benchmark for its sites worldwide. SolarWorld Plus -Sorting Plus -Sorting guarantees highest system efficiency. SolarWorld only delivers modules that have greater than or equal to the nameplate rated power. 25 -year Linear Performance Guarantee' SolarWorld guarantees a maximum degeneration in performance of 0.7% p.a. for more than 25 years - a clear additional benefit compared with the conventional two-stage industry guarantees. In addition there is a product workmanship warranty that covers 5years. 'in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty www.solarworld.com 3 A 1, • Qualified, IEC 61215 [ • Safetytested, \/ Tevrin°miso'a IEC 61730 D E is Periodic Inspection 00000==°'�0 CE❑❑ 929MM ON us C& US LISTE 105DE Intertek Motl°w r v°°°' Made in USA Jbiiii SOLARWORLD We turn sunlight into power. SunmoduleV SW -01-50070504-2011 U5 SW 240 mono black/Version 2.0 PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)' PERFORMANCE AT 800 W/m2, NOCT, AM 1.5 THERMAL CHARACTERISTICS NOCT 47 "C TC I,, 0.042 %/K TC Uo 0.33 %/K TC Pm,, -0.45 %/K IN curves for Solarftrld Sunmodule Plus SW 240 mono at 25•C cell temperature 9.0 &0 ? 7.0 6.0 5.0 4.0 3.0 �E 2.0 1.0 0.0 0 65.94 20 20 30 40 Mosta romp M -toxo w/m' -a00 wAa• -600 W/. - ___4W WAO -200 W/m' -200 w/m' 1.22 (31) SW 240 SW 240 ,Maximum power Pma„ 240 Wp Open circuit voltage V. 37.6 V Maximum power point voltage Vmna 30.6V Shortcircuit current Ir 8.22 A Maximum power point current Imre _ 7.87A. 'STC:1000W/m2, 25'C, AM 1.5 Cells per module 60 , THERMAL CHARACTERISTICS NOCT 47 "C TC I,, 0.042 %/K TC Uo 0.33 %/K TC Pm,, -0.45 %/K IN curves for Solarftrld Sunmodule Plus SW 240 mono at 25•C cell temperature 9.0 &0 ? 7.0 6.0 5.0 4.0 3.0 �E 2.0 1.0 0.0 0 65.94 20 20 30 40 Mosta romp M -toxo w/m' -a00 wAa• -600 W/. - ___4W WAO -200 W/m' -200 w/m' 1.22 (31) SYSTEM INTEGRATION PARAMETERS Maximum system voltage SC II 1000 V Max. system voltage USA NEC Maximum reverse current 16 A Max. mechanical load 5.4 kN/m2 Number of bypass diodes 3 ADDITIONAL DATA Measuring tolerance') SW 240 :Maximum power Pma 175.4 Wp Open circuit voltage V 34.2 V Maximum power point voltage VmPP 27.9 V Short circuit current I 6.63 A Maximum power point current ImPP 6.30 A Minor reduction in efficiency under partial load conditions at 25'C: at 200W/m=, 95% (+/-3%) of the STC efficiency (1000 W/m') is achieved. COMPONENT MATERIALS Cells per module 60 , Cell type Mono crystalline Cell dimensions 6.14 in x 6.14 in (156 mm x 156 mm) Front tempered glass (EN 12150) Frame Aluminum Weight UL Maximum Test Load" IEC Maximum Snow Test Load" "Please apply the appropriate factors of safety according to the test standard and local building code requirements when designing a PV system. SYSTEM INTEGRATION PARAMETERS Maximum system voltage SC II 1000 V Max. system voltage USA NEC Maximum reverse current 16 A Max. mechanical load 5.4 kN/m2 Number of bypass diodes 3 ADDITIONAL DATA Measuring tolerance') +/-3%% SolarWorld Plus -Sorting') Junction box IP65 Connector - __-------- MC4 ------------------- Module efficiency 13.12% Fire rating (UL 790) Class C 0.6 15.3 VERSION 2.0 FRAME -' Compatible with'Top-Down" n mounting methodes ♦Grounding Locations: 4 corners of the frame .5(12.65 06 1 3 1) Sunmodules dedicated forthe United States and Canada are tested to UL 1703 Standard and listed by a third party laboratory. The laboratory may vary byproduct and region. Check with your SolarWorld representative to confirm which laboratory has a listing for the product. 2) Measuring tolerance is used conjunctions with the SolarWorld Limited Warranty. SolarWorld AG reserves the right to make specification changes without notice. 3) The output identified by SolarWorld (PFlash) is always higher than the nominal output (Pmax) ofthe module. PFlash is the power rating flashed at a SolarWorld manufacturing facility. 4) All units provided are imperial. SI units provided in parentheses. The Enphase Energy 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. - Maximum energy production PRODUCTIVE - Resilient to dust, debris and shading - Performance monitoring per module - System availability greater RELIABLE than 99.8% - No single point of system failure - Quick and simple design, installation SMART and management - 24/7 monitoring and analysis SAFE - Low voltage DC - Reduced fire risk M215 MICROINVERTER TECHNICAL DATA ® ® MEN= Recommended input power (STC) 190 - 260W Maximum input DC voltage 45V Peak power tracking voltage 22V - 36V Operating range 16V - 36V Min./Max. start voltage 26.4V/45V Max. DC short circuit current 15A Max. input current 10.5A Maximum output power 215W 215W Nominal output current 1.OA (arms at nominal duration) 0.9A (arms at nominal duration) Nominal voltage/range 208V/183 -229V 240V/211 -264V Nominal frequency/range 60.0/59.3-60.5 Hz 60.0/59.3-60.5 Hz Extended frequency range 60.0/59.2-60.6 Hz 60.0/59.2-60.6 Hz Power Factor >0.95 >0.95 Maximum units per 20A branch circuit 25 (three phase) 17 (single phase) Maximum output fault current 1.05 Arms, over 3 cycles; 25.2 Apeak, 174ms duration CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency (weighted, reference EN50530) 99.6% Dynamic MPPT efficiency (fast irradiation changes, reference EN50530) 99.3% Night time power consumption 46mW Ambient temperature range -40°C to + 65°C Operating temperature range (internal) -40°C to + 851C Dimensions (WxHxD) 17.3 cm x 16.4 cm x 2.5 cm (6.8" x 6.45" x 1.0")* Weight 1.6 kg (3.5 lbs) Cooling Natural convection - No fans Enclosure environmental rating Outdoor - NEMA 6 * without mounting bracket Compatibility Pairs with most 60 -cell PV modules Communication Power line Warranty 25 -year limited warranty Monitoring Free lifetime monitoring via Enlighten softrware Compliance UL1741/IEEE1547, FCC Part 15 Class B CAN/CSA-C22.2 NO. 0-M91, 0.4-04, and 107.1-01 Enphase Energy, Inc. 201 1 st Street Petaluma, CA 94952 Phone: 877-797-4743 Fax: 707-763-0784 info@enphaseenergy.com http://www.enphase.com 142-00010 Rev 02 ASTRUMSOLAR Supplementary Electrical Notes - 1. Per NEC 210.19A(1) FPN No.4, we will design the system with wire runs and lengths to maintain a voltage drop of 3% or less. Ampacities of conductors will be derated for number of conductors in conduits based on table 310.15(B)(2)(a). We will be breaking down the 43 panels into 4 circuits. Each circuit will run down to a subpanel and terminate in a 20 amp 2 pole breaker. Wire sizes derated for solar heat exposure per NEC. 2. The AC connector of each micro -inverter has been evaluated and approved for use as the AC load break disconnect as required by the NEC. Please refer to attachment from Enphase about the listing of their cable disconnecting means. SEE Enphase Installation Operations Manual pages 11 and 20. 3. Modules are held down mechanically to the racks, through the use of a WEEB clip. Modules are therefore effectively grounded through positive contact with the racks which are themselves grounded. Please refer to attachment labeled Grounding Modules for clarification. 4. The micro -inverters will be individually grounded, to the racks via WEEB-DMC clips. Inverters are grounded through positive contact w/ the racks. SEE Enphase Grounding Washer Procedure. 5. Rack system will be grounded through use of listed copper lugs. #8 bare copper will be attached to this lug, and run uninterrupted to the second rack for the same group of panels. Grounding conductors for separate groups of panel/inverters are spliced inside weather proof junction boxes on the roof. Please refer to attachment labeled Equip Ground. 6. As allowed by NEC 2008, 690.47 we will use a combined grounding conductor for the DC and AC parts of the installation. Bonding connections are made as needed. 7. All strings will run to a 2 pole 20 Amp CB in a distribution panel mounted outside near the utility meter. The distribution panel main breaker will also serve as the AC disconnect. 8. The disconnects will be located outside, and they will be rated NEMA 3R. rl &IIA ASTRUMSOLAR General Wiring Requirements: 1. We use weather proof strain relief connectors (Arlington Industries NMUF series). 2. We do use expansion joints for PVC conduit runs of 20 feet or more on roof if both ends of the run are solidly secured to the roof. 3. All cables and grounding conductors are secured to the racking system using UV resistant, outdoors rated ties. All installed cables will be in conformance to 110.12 in workmanship. All connections are made per manufacturer's recommendations. Field installed connections and wiring conform to 690.32. ��d IRONRIDGE Installation Manual XRL Solar Rail System ilr IRONRIDGE Solar Mounting Solutions June 2009 www.IronRidge.com © 2009 IronRidge, Inc. All Rights Reserved 3 2 1 XRL Solar Rail System Installation Guide Introduction The XRL Solar Rail System is a flexible and straightforward roof mounting solution for a wide variety of solar photo- voltaic (PV) needs. Due to its modular design, it can easily handle a wide variety of panel sizes and quantities. 1. Installer Responsibility The installer is solely responsible for: ♦ Complying with all applicable local or national building codes, including any that may supersede this manual; ♦ Ensuring that IronRidge and other products are appropriate for the particular installation and the installa- tion environment; ♦ Ensuring that all structural support members, including the roof, its rafters, and connections, can support the array under all code level loading conditions; ♦ Using only IronRidge parts and installer -supplied parts as specified by IronRidge. Substitution parts may void the warranty; ♦ Ensuring that anchoring devices including lag screws have adequate pullout strength and shear capacities as installed; ♦ Maintaining the waterproof integrity of the structural support or roof, including selection of appropriate flashing; ♦ Ensuring safe installation of all electrical aspects of the PV array; and ♦ Ensuring correct and appropriate design parameters are used in determining the design loading used for the specific installation. Parameters, such as snow loading, wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. 2. Customer Support IronRidge makes every effort to ensure your mounting kit is easy to install. If you need assistance at any point with your installation or have suggestions on how we can improve your experience, call IronRidge customer support: (707) 459-9523 3. Tools Required For Assembly The following tools are required to assemble the XRL Solar Rail System: Tool I Use for Wrenches Open-end wrench, Box -end wrench, or socket drive with sockets to support the fol- lowing size hex heads: ♦ 3/8" ♦ 1/4" ♦ 1/4 cap -end screws, 1/4 bolts ♦ 3/8 cap -end screws, 3/8 bolts IronRidge 291 Shell Ln. Willits, CA 95490 (707) 459-9523 Fax (707) 459-1833 www.IronR[dge.com 3 1 XRL Solar Rail System Installation Guide 4. Torque Values For Dry Bolts Use the following torque values in this assembly. Bolt Size Required Torque Value ♦ 1/4-20 84 in -lbs (unless otherwise noted). ♦ 5/16-18 144 in -lbs. ♦ 3/8-16 180 in -lbs. IronRidge 291 Shell Ln. Willits, (A 95490 (707) 459-9523 Fax (707) 459-1833 www.IronRidge.com 4 1 XRL Solar Rail System Installation Guide 5. Component List The XRL Solar Rail System kit contains the following parts: Note: The component list indicated here is for reference only. The actual component quantities will vary accord- ing to the quantity and make of modules that the mount is configured for. Please check the packing list that ships with every mount for a confirmation of the items that are intended to ship with the specific product on your order. Foot (51-6000-002) Attaches to the roof and is the anchor point for the rest of the panel assembly Extruded Rail (51 -6000 -XXX) Attaches to the foot via the foot clamp and provides support for the PV modules Center Clamp (51-6000-005) Clamps the inside edges of the PV modules to the rails Internal Splice (51-7000-000) Ties the extrusion rails together, extending their length. End Clamp (51-6000-004) Clamps the outside ends of the PV modules to the rails IronRidge 291 Shell Ln. Willits, CA 95490 (707) 459-9523 Fax (707) 459-1833 www.IronRidge.com XRL Solar Rail System Installation Guide Component List continued... Part Qty Part Number Comments Internal Splice Kit 1 29-7000-000 Used to join XRL two rails together Internal Splice 2 51-7000-000 10-16 x1/2", self -drilling, self tapping screw, SS 8 48-1016-500 L -Foot Assembly Kit 1 29-7000-014 Used to attach L -foot to XRL 1 kit per 4 L -feet. L -Foot 4 51-7000-001 3/8-16-1" hex cap bolt, SS 4 23-3716-100 3/8-16, flange nut, SS 4 25-2501-016 Center Clamp Kit 1 29-7000-108 Used between PV panels to secure to XRL rail 1 kit will cover 2 PV panels within a row. Part number changes depending on panel required. Center Clamp 4 51-6000-005 1/4-20 x 2.00" hex cap bolt, SS, or 1/4-20 x 2.50" hex cap bolt, SS, or 1/4-20 x 2.75" hex cap bolt, SS 4 23-2520-200, 23-2520-250, 23-2520-275 Length of bolt depends on the thickness of the PV panel. 1/4-20 flange nut, SS 4 25-2501-014 End Clamp Kit 1 29-7000-224 Used on the first and last PV panel in a row 1 kit will cover the first and last PV panels in a row. Part number changes depending on panel used. Example part numbers shown. End Clamp 4 51-6000-141 1/4-20 x 1"SS hex -cap bolt, SS 4 23-2520-100 1/4-20 flange nut, SS 4 25-2501-014 XRL Spares Kit 1 29-7000-001 IronRidge 291 Shell Ln. Willits, CA 95490 (707) 459.9523 Fax (707) 459-1833 www.ironRidge.com 6 1 XRL Solar Rail System Installation Guide 6. Assembly Step 1- mounting the feet and the first piece of rail Parts required for this step Qty Part Number Extruded Rail 4 51 -6000 -XXX L -Foot Assembly Kit 1 29-7000-014 Foot 4 51-7000-001 3/8-16 x 1", hex cap bolt, SS 4 23-3716-100 3/8-16, flange nut, SS 4 25-2501-016 Center Clamp Kit 1 51-6000-005 1/4-20 x 2.00" hex cap bolt, SS, or 1/4-20 x 2.50" hex cap bolt, SS, or 1/4-20 x 2.75" hex cap bolt, SS 4 23-2520-200, 23-2520-225, 23-2520-250, 23-2520-275 End Clamp Kit 1 29-7000-224 1/4-20 x 1"SS hex -cap bolt, SS 4 23-2520-100 1. Mount all of the feet to the roof in the desired locations. Note: Determine the maxi- is mum distance between feet according to engineering specifications. IronRidge 291 Shell Ln. Willits, (A 95490 (707) 459-9523 Fax (707) 459-1833 www.ironRidge.com 7 1 XRL Solar Rail System Installation Guide 2. On the first piece of rail, slide 3/8-16" bolts into the side fac- ing t -slot on the rail. Space the bolts out to match the foot spacing. 3. On this same piece of rail, slide 1/4-20" bolts into the top facing t -slot on the rail. Space the bolts out to match the panel spacing. 4. Attach this first piece of rail to the feet mounted on the roof. Mount the rail to each foot with a flange nut and hex bolt. Hand tighten the nuts and check the level of the rail. Tighten 3/8-16 hardware to 180 in -lbs. Step 2 - mounting the next pieces of rail Parts required for this step Qty Part Number Extruded Rail 4 51 -6000 -XXX L -Foot Assembly Kit 1 29-7000-014 Foot 4 51-7000-001 3/8-16 x 1 ", hex cap bolt, SS 4 23-3716-100 3/8-16, flange nut, SS 4 25-2501-016 Center Clamp Kit 1 51-6000-005 1/4-20 x 2.00" hex cap bolt, SS, or 1/4-20 x 2.50" hex cap bolt, SS, or 1/4-20 x 2.75" hex cap bolt, SS 4 23-2520-200, 23-2520-250, 23-2520-275 End Clamp Kit 1 29-7000-224 IronRidge 291 Shell Ln. Willits, CA 95490 (707) 459-9523 Fax (707) 459-1833 www.IronRidge.com 8 1 XRL Solar Rail System Installation Guide Parts required for this step Qty Part Number 1/4-20 x 1"SS hex -cap bolt, SS 4 23-2520-100 Splice Kit 1 29-7000-000 Internal Splice 2 51-7000-000 110-16 x1/2", self -drilling, self tapping screw, SS 8 48-1016-500 1. On the next piece of rail, slide 3/8-16" bolts into the side facing t -slot on the rail. Space the bolts out to match the foot spacing. 2. On this same piece of rail, slide 1/4-20" bolts into the top facing t -slot on the rail. Space the bolts out to match the panel spacing. 3. Lay the rail on its side, with the slotted side down as shown. 4. Slide the internal splice half way into the internal cavity in the rail. It should extend approximately 6 inches into the cavity. 5. Using two of the self -drilling, self -tapping screws, secure the internal splice into the rail utilizing the screw pattern shown at right. 1iL IronRidge 291 Shell Ln. Willits, CA 95490 (707) 459-9523 Fax (707) 459-1833 www.IronR!dge.com 9 1 XRL Solar Rail System Installation Guide 6. Loosely mount this piece of rail onto its footings. 7. By moving this second rail along its foot- ings, the internal splice should slip into the cavity on the first rail, with the rails butting tightly and evenly together. 8. Maintain rail alignment while following the next steps. 9. You should mark off approximately 6 inches from the end of the first rail (where the internal splice should end). Drive two self tapping screws through the first rail in utilizing the pattern shown at right within the area you marked off. 10. Repeat this procedure for the remaining rails. Step 3 clamping the panels to the rails Parts required for this step Qty Part Number Center Clamp Kit 1 51-6000-005 1/4-20 flange nut, SS 4 25-2501-014 End Clamp Kit 1 29-7000-224 1/4 flange nut, SS 4 25-2501-014 IronRidge 291 Shell Ln. Willits, CA 95490 (707) 459-9523 Fax (707) 459-1833 www.IronRidge.com 10 1 XRL Solar Rail System Installation Guide 1. Lay the first PV module in position on the rails. 2. Then slip the end clamp over the bolt, making sure it is firmly hooked over the side of the module. 3. Complete the clamp assembly with a flange nut as shown. Tighten to 60-65 in -lbs. 4. Repeat with the other clamp. 5. Working from the opposite side of the PV module. Assemble the center clamps by putting a clamp on the bolt, then the flange nut. IronRidge 291 Shell Ln. Willits, CA 95490 (707) 459-9523 Fax (707) 459-1833 www.IronRidge.com 11 1 XRL Solar Rail System Installation Guide 6. Place the second PV Module into position on the rails, sliding it against the first so the center clamps are in contact with the edges of both panels. 7. Tighten to 84 in -lbs. 8. Repeat the procedure using center clamps to secure each successive module. 9. Secure the last module at the end of the rails using the other set of end clamps. IronRidge 291 Shell Ln. Willits, CA 95490 (707) 459-9523 Fax (707) 459-1833 www.IronRidge.com 12 1 XRL Solar Rail System Installation Guide IronRidge 10 -Year Warranty Terms and Conditions IronRidge warrants each Mounting Structure to be free from defects in materials and workmanship for ten (10) years from the date of first purchase ("Warranty Period"), when installed properly and used for the purpose for which it is designed, except for the finish, which shall be free from visible peeling, or cracking or chalking under normal atmospheric conditions for a period of three (3) years, from the earlier of 1) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty") The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded.The Finish Warranty is VOID if the practices specified by AAMA 609 & 610- 02 —"Cleaning and Maintenance for Architecturally Finished Aluminum" (www.aamanet.org) are not followed by Purchaser for IronRidge's aluminum based products. The warranty covers the replacement cost of parts to repair the product to proper working condition. Transportation and incidental costs associated with warranty items are not reimbursable. The warranty does not cover normal wear, or damage resulting from misuse, abuse, improper installation, negligence, or accident. The warranty does not cover any defect that has not been reported in writing to IronRidge within ten (10) days after discovery of such defect. Furthermore, it does not cover units that have been altered, modified or repaired without written authorization from the manufacturer or its authorized representative, or units used in a manner or for a purpose other than that specified by the manufacturer. IronRidge's entire liability and Purchaser exclusive remedy, whether in contract, tort or otherwise, for any claim related to or arising out of breach of the warranty covering the Mounting Structures shall be correction of defects by repair, replacement, or credit, at IronRidge's discretion. Refurbished Mounting Structures may be used to repair or replace the Mounting Structures. IronRidge shall have no liability for any injuries or damages to persons or property resulting from any cause, whatsoever, or any claims or demands brought against IronRidge by Purchaser, any employee of Purchaser, client of Purchaser, end-user of the Product or other party, even if IronRidge has been advised of the possibility of such claims or demands (collectively,"Third Party Claims"). This limitation applies to all materials provided by IronRidge during and after the Warranty Period. IronRidge 291 Shell Ln. Willits, CA 95490 (707) 459-9523 Fax (707) 459-1833 www.IronR[dge.com ATTACHMENT DIMENSIONS Flush Standoffs Part Numbers Diagram 29-6003-500 (3") 29-6004-500 (4'� csoapaI hTiltuyat) 51 -4009 -OOT (9") 29-6006-500 (6'� —4.00- 29-6007-500 (7") rielyra crepe,& on model 9deded. Height depends on model 0 selected. Standoff Base Notes: Tilt mount standoffs come in three heights: Ono4.00 0 Standoff Base Notes: Flush mount standoffs come in four heights: 3" 4" 6" and 7" Tilt Standoffs Part Numbers Diagram 51 -4004 -OOT (4") 51 -4006 -OOT (6") csoapaI hTiltuyat) 51 -4009 -OOT (9") rielyra crepe,& on model 9deded. 2.00 — 0 0 o� Standoff Base Notes: Tilt mount standoffs come in three heights: 4" 6" and 9" ,��' RO N I DO E May sales@ironridge.com.com www.ironridge.com Tilt Leg Kits Part Numbers Diagram 29-7210-010 (10'� 29-7215-015 (15'� 2,00 29-7220-020 (20') 29-7225-025 (25") —1.00- 29-7230-030 (30') 29-7240-040 (40") .63 0.38 1.530* 015 (1.850 U -foot Tilt leg tube is 1.5 square lydr�db/e/ 1<00 er�9� Front leg and U -foot Back leg and LI -foot Notes: Tilt legs are 1.5" square tubing. The front leg is always 6" in length, but the back leg is variable as shown below, based on the model. �rir I RO N R I E May2010 .com sales@ironridgecom www.ironridge.com L -feet Part Numbers Diagram Diagram 29-7000-017 XRS 51 -7000 -XXX .188 —2.00— (3.00) - --- ---.eso ---j 3.00 �( 2.00 ) 3/8 X 3/4 SLOT L -Foot Base Notes: IronRid a L -feet are adjustable in height using the vertical slot in the diagram above. Rails Part Numbers Diagram — .70s _. XRS 51 -7000 -XXX XRL 51-6000-XXX ---.eso ---j 3.00 2.055 t — 1.570 XRS XRL 1 R 0 N R I �0 May E sales@ironridge.com.com www.ironridge.com [e] enphase E N E R G Y Application Note Compatible Racking Makes/Models for Mounting Enphase Microinverters Purpose This document is not intended to be an exclusive list of racking manufacturers. It lists products that have been verified either through field installations or the evaluation of actual racking samples in the Enphase mechanical lab. Section 1 lists products that work without modification, using the racking manufacturer's standard hardware. Section 2 includes products that are known to work after modification or by adding a custom adapter. Section 3 lists manufacturers that are shipping the Enphase Microinverter as part of a factory assembled proprietary racking/module solution. Grounding Options The ground clamp provided on the mounting flange of the Enphase Microinverter accepts #10 through #6 AWG grounding electrode conductors. As an alternative to installing a continuous grounding electrode conductor connected to each Microinverter chassis, a grounding washer may be used to ground the Microinverter to grounded racking. CSA recently completed the evaluation and approval of the Wiley Electronics "WEEB" grounding washers for use with the Enphase Microinverter. Where the compatible racking models have listed grounding washers available, the Wiley Electronics part numbers have been included in the tables below. Section 1 - No Modification Required AEE Module RailFastener Information Grounding Washer SnapNRack Slide nut with 5/16 hex head WEEB-PMC bolt Conergy Module Rail Fastener Information G ro'unding Washer Suntop Quickstone slide nut with M8 socket head cap screw WEEB-CMC Direct Power and Water Module RailFastener Information Grounding Washer Power Rail 1/a" hex head bolt, washer, nut for top rail mount WEEB-DMC Copyright Enphase Energy, Inc. 2010 Rev 3 Last Updated 06/22/10 enphase E N E R G Y IronRidge Module Rail Fastener Information Grounding Washer Light Rail XRL 1/4" hexhead bolt, washer, WEEB-DMC nut for top rail mount Standard Rail XRS 1/4" hex head bolt, washer, WEEB-DMC nut for top rail mount Krannich Solar Module Rail Fastener Information Grounding Washer K2 Systems Slide nut with M8 socket head cap screw WEEB-KMC mounts4solar Module Rail Fastener Information Grounding Washer Rail 6.0 M8 SS Hammer Head Bolt Rooftrac NCP Solar Module Rail Fastener Information G ounding Washer Slide nut with 5/16" socket WEEB-11.5 head cap screw ProSolar Module RailFastener Information Grounding Washer Rooftrac Slide nut with 5/16" hex head bolt WEEB-PMC Schuco Module RailFastener Information G ounding Washer SolarEZ ezUniversal Screws (M8x14) ezAnchor Blocks WEEB-SMC Copyright Enphase Energy Inc. 2010 Rev 3 Last Updated 06/22/10 [�] enphase E N E R G Y Sollega Module Rail Fastener Information Grounding Washer InstaRack Top Spring Nut with 5/16" WEEB-DMC hex head bolt Unistrut Module Rail Fastener Information unding Washer 1-5/8", 1-1/4", 13/16", metal framing s stem Channel nut with either 1/4" or 5/16" hex head bolt WEEB-DMC Unirac Module Rail Fastener Information Grounding Washer Solarmount Light 1/4" hex head bolt, washer, WEEB-DMC nut for top rail mount Solarmount Standard 1/4" hex head bolt, washer, WEEB-DMC nut for top rail mount Solarmount HD 1/4" hex head bolt, washer, WEEB-DMC nut for top rail mount Clicksys Enphase mounting kit - 008010M-0024 Section 2 - Modification or Custom Adapter Required Unirac Sunframe The Unirac Sunframe racking system secures the PV modules with a cap strip along the entire top edge of the racking instead of a typical bolt and clamp bracket arrangement. The Enphase Microinverters can be attached to the racking flange that supports the underside of the PV module by adding mounting holes and a flat adapter plate for the microinverter to attach to. Sunlink When ordering a Sunlink Tilt AccessTM system, specify that it is for an Enphase Microinverter installation. Sunlink will add microinverter mounting holes to the "Spar" extrusion. The mounting holes would be located at per module spacing for the M190, M210 microinverters, or at every other module spacing for the D380. Copyright Enphase Energy Inc. 2010 Rev 3 Last Updated 06/22/10 enphase E N E R G Y Section 3 — Factory Installed Assemblies Akeena Andalay The Akeena Andalay system makes use of a proprietary PV module frame that allows the PV modules to be assembled to each other without the use of standard module racking. The Enphase Microinverter is factory mounted directly to the underside of the PV module frame and shipped as a one PV module, one Microinverter assembly. Ready Solar The Ready Solar "Solar in a Box" system makes use of a proprietary PV module frame weldment that supports 3 PV modules per frame. The Enphase Microinverters are factory installed to a rail behind the modules and shipped as part of a complete 3 PV module, frame, Microinverter assembly. Solar Red The Solar Red PV module mounting system makes use of proprietary brackets that are factory mounted to standard PV module frames and mate to a proprietary roof bracket. The Enphase Microinverter is factory mounted to the "Panel Lower Mount" and ships as part of a PV module, panel lower mount, panel locking mechanism assembly. Zep Solar The Zep Solar system makes use of a proprietary PV module frame that allows the PV modules to be assembled to each other without the use of standard module racking. The Enphase Microinverter is factory mounted directly to the underside of the PV module frame and shipped as a one PV module, one Microinverter assembly. Copyright Enphase Energy Inc. 2010 Rev 3 Last Updated 06/22/10 enphase E N E R G Y M190, M210, D380 Dimensions If a specific racking model is not listed in this document, the drawing below can be used to verify compatibility. � s Y MWE r. ICij � _• ��wrMrrppr. - rrr BIOS Copyright Enphase Energy Inc. 2010 Rev 3 Last Updated 06/22/10 -3. enphase E N E R G Y We continue to evaluate racking models for compatibility. Please check the Enphase Energy website for product updates and announcements or contact Customer Service regarding a specific racking compatibility: Enphase Energy website: http://www.enphaseenergy.com Enphase Customer Service: http://www.enphaseenergy.com/support/technicalsupport.cfm Enphase Energy Inc. 201 1st Street, Suite 300 Petaluma, CA 94952 Phone: 707-763-4784 TOLL FREE: 877-797-4743 Fax: 707-763-0784 www.enphaseenergy.com info@enphaseenergy.com Copyright Enphase Energy Inc. 2010 Rev 3 Last Updated 06/22/10 Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber(ASD) Lag screw specifications Specific 516" shaft,* gravity per inch thread depth Douglas Fir, Larch 0.50 266 Douglas Fir, South 0.46 235 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) 0.46 235 Hem, Fir, Redwood (close grain) 0.43 212 Hem, Fir (North) 0.46 235 Thread depth Southern Pine 0.55 307 Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources: American Wood Council, NDS 2005, Table 11.2A, 11.3.2A. Notes: (1) Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2) Lag bolts must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, contact a local engineer to specify lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do not over -torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 10.3.1 in the American Wood Council NDS for Wood Construction. *Use flat washers with lag screws.