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HomeMy WebLinkAboutBuilding Permit #668-15 - 206 FOREST STREET 2/23/2015BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: ORTH N O�to i6 q�0 o _ M ... .y,.. 7I1 yes no ✓ yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential _.___l New Building ✓ One family Addition — Two or more family _. Industrial XAlteration No. of units: Commercial Others: Repair, replacement - Assessory Bldg - Demolition — Other Septic u Well : Floodplain` Wet{ands 1 Watershed District -:1 Water/Sewer INSTALL A ROOFTOP SOLAR ARRAY LAGGED INTO THE HOMES ROOF RAFTERS 41 -Y�oQ,s Identification Please Type or Print Clearly) OWNER: Name: Lorene Beach Phone: 978-686-8121 Address: 206 Forest Street North Andover, MA 01845 CONTRACTOR Name-:10an1el Goodridge Phone: 339-227-2403 Address -.8955 He nkels Lane Suite508 Annapolis, MD 20701 Supervisor's Construction Li ense: Exp. Date. 1126/18, 1Q7691 Horne Improvement License: Exp. Date: 168228 1 ARCHITECT/ENGINEER ELAINE HUANG P. E. Phone: 978-406-8921 Address: 35 KENDALL CT BEDFORD,MA. Reg. No. 49029 FEE SCHEDULE: BOLDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: S.3/.ODd FEE: % 3�3L, MD--I- Check No.: Z►In Receipt No.: \`OTE: Persons eoittracking ►vith unregistered contractors do not have acce to lie ger Signature of Agent/OwnQrr ,, ff) �.;� enature of contractor _ 1 nd ki 5 BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit No#: Date: Received °q�TEo �SSgCH Date Issued: IMPORTANT: Applicant must complete all'items'on this page LOCATION' Print PROPERTY OWNER_ Print 100 Year Structure yes no MAP __ ...PARCEL:,. ZONING'DISTRICT:�Historic�District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑ Addition ❑ Two or more family ,_ ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑ Well ❑ Floodplain E! Wetlands ❑ Watershed District ❑ Water/Sewer- DESCRIPTION OF WORK TO BE PERFORMED: Identification - Please Type or Print Clearly OWNER: Name: Phone: AdrlrP-.c- Contractor Name: m_ Phone: _ Address: Supervisor's Construction License: _ - _. _ Exp. Date: Home 'Improvernent License: ARCHITECT/ENGINEER _'Phone: Address: FEE SCHEDULE. BOLDING PERMIT. $12.00 PER $1000.00 OF THE TOTAL ESTIMATED.COST BASED ON $125.00 PER S.F. Total Project Cost: $ FEE::$, Check No.: ReceiptNo,: NOTE: Persons contracting with unregistered contractors & not: havet access to the guaranty fund Signature of Agent/Ou ,er natu c Location No. La—1 Date--Ij 2�1 Check # 2o5O� TOWN OF NORTH ANDOVER Certificate of Occupancy Building/Frame Permit Fee $ Foundation Permit Fee Other Permit Fee TOTAL Building Inspector L. ki 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 MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine NOTES and DATA — (For department use ❑ Notified for pickup Call Emai Date Time Contact Name Doc.Building Permit Revised 2014 No r- 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 ❑ Building Permit Application ❑ Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products 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) ❑ 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 Doe: Building Permit Revised 2014 Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPF 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 PLANNING & DEVELOPMENT COMMENTS Reviewed On Signature_ CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature t COMMENTS e Zoning Board of Appeals: Variance, Petition No: r Planning Board Decision: h Conservation Decision: Commen Comments Zoning Decision/receipt submitted yes Water & Sewer Connection/Sinature & Date Driveway Permit DPW Town Engineer: Signature: Locatea :R$4 Usgooa Street FIRE DEPARTMENT - Temp Dumpster on site yes no _ Located at 124 Main Street Fire Department signature/date COMMENT _ __,' 0 EEO to I=- w0. Z m C 41 0 Li- N to 'a+ Ln N Z z Z Q J mJ c C LL OC T U LL °CO H Z Z m J C. :3 CC @ LL O V N z L% I - W W m d' '� Ln LL a Z Q � CC LL z F' a W 0 LN U. L m Z (% cu O {n Lw mc Z G Z W w CL w W a - O W :a z Z 0 CO m Q co V O C) CO LLIJ 41 CF s . N n lw ASTRUVwil'SOLAR" February 18, 2015 To: Town of North Andover 120 Main Street North Andover, MA 01845 Subject: Structural Certification for Installation of Solar Panels Beach Residence 206 Forest Street North Andover, MA. 01845 To Whom It May Concern, ,8955Henkels. Lane,, Suite 508 Annapolis I unction, MID 20701 PHONE 1.300.903.6130 FAX 4.43.267.0036 www. as#ru mso lar.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 roof support structures were observed by Astrum Solar auditors as follows: The roof structure of (Roof A) consists of composition shingle on roof plywood that is supported by nominal 2x6 rafters @ 16"o.c., paired with nominal 2x6 ceiling joists @ 16"o.c.. There are 2x6 collar ties at every rafter which frame out an enclosed attic. The rafters are supported mid -span by veritcal struts which work with collar ties and ceiling joists to provide a truss system to support the rafters above. The rafters have a max projected horizontal span of 6'-6", with a slope of 45 degrees. The rafters are connected at the ridge to a continuous 2x8 ridge board and are supported at the eave by a load bearing wall. The roof structure of (Roof B) consists of composition shingle on roof plywood that is supported by nominal 2x10 rafters @ 16"o.c., paired with nominal 2x8 ceiling joists @ 16"o.c.. The rafters have a max projected horizontal span of 12'-0", with a slope of 45 degrees. The rafters are connected at the ridge to a continuous 2x12 ridge board and are supported at the eave by a load bearing wall. The roof structure of (Roof C) consists of composition shingle on roof plywood that is supported by nominal 2x6 rafters @ 16"o.c., paired with nominal 2x8 ceiling joists @ 16"o.c.. The rafters have a max projected horizontal span of 11'-1", with a slope of 45 degrees. The rafters are connected at the ridge to a continuous 2x8 ridge board and are supported at the eave by a load bearing wall. There are 1x8 vertical struts at 16" o.c. that is approximately 8'-0" from the ridge to provide extra bracing to the rafters. The existing roof framing system of (Roof A) is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. The existing roof framing system of (Roof B) is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. The existing roof framing system of (Roof C) is judged to be inadequate to withstand the loading imposed by the installation of the solar panels. Structural reinforcement is required. New 2x6 (min) x 7'-0" long collar ties shall be installed at 16"o.c. with 6- 10d nails at each end on (Roof C). SEE A SUNNY DAY IN A WHOLE NEW WAYO Beach Residence, Andover 1 ASTRUIMSOLA,R` 89SS Henkels Lane,, Suite 508 Annapolis Junction, MD.207'01 PHONE 1.800.903.6130 FAX 443.267.0036 www.astrumsolar.com The spacing of the solar standoffs should be kept at 48" o.c. with a staggered pattern to ensure proper distribution of loads. I further certify that all applicable loads required by the codes and design criteria listed below were applied to the Unirac Solarmount solar rail system and analyzed. Furthermore, the installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Unirac Solarmount for the racking system and Ecofasten for the roof connections. Finally, I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. Design Criteria: • Applicable Codes = Massachusetts Residential Code, 8th Edition, ASCE 7-05, and 2005 NDS • Roof Dead Load = 12 psf (Roof A) -- 9 psf (Roof B) -- 8 psf (Roof C) • Roof Live Load = 20 psf • Wind Speed = 100 mph, Exposure C • Ground Snow Load = 50 psf - Roof Snow Load = 35 psf Please contact me with any further questions or concerns regarding this project. Sincerely, Elaine Huang, P.E. Project Engineer F HUANG"'+ CIV1L y N0.49029 SEE A SUNNY DAY IN A WHOLE NEW HAYO Beach Residence, Andover 2 'Massachusetts - Departmen# of Public Safety Board of Building Regulations arid Standards Crthstructiun License: CS -107691 DANIEL K GOODMGE - - 60 CARLISLE RtIAI?' F; -i ; Bedford MA 017370 .f -2 "''`'°j Expiration Commissioner 01/2612018 - ce of �onsunmer Affair and Business Reglatlon _ - 10 Park Plaza - Suite 5 170 Boston ssachusetts 02116 Home ImprovenanCotractor Registration ASTRUM SOLAR INC. DANIEL GOODRIDGE 8955 HENKELS LANE STE 508 ANNAPOLIS, MD 20701 OPS-GA1 o,r 50M-04104.0101216 . -_ �fce, 1�aa7xmb7uue¢�z n�✓��aa�ac�tueeb6 Office of Cdnsumer.Affairs & BusiOss Regulation U 'HOME 1MPROIE TENT CONTRACTOR Registration.„ �8 8 Type: Expiraff-660'Q 972it1z - Supplement Card ASTRUM SOLAR. DANIEL GO.ODRDGErt,==:' 8955 HENKELS ANNAPOLIS, MD 207t51': ; �' illldersecretary Registration: 16.8228 Type: Supplement Card Expiration.: 1119/2017 _ Update Address and return card. Mark reason for Change. [� Address r-1 Renewal n Employment E] Lost Card License ok rekisfration valid for individal use o.* before.the expiration date. If found return to: Office, of Consumer Affairs and Business Regulation I0 Park Plana - Suite o H,MA 0 1 Not valid w#hoijt signature 'd'C,IoR a CERTIFICATE OF LIABILITY INSURANCE INSR Page 1 of 1 02/04/2p 5 THIS CERTIFICATE IS ISSUED ASA 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 terms 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 CONTACT Willis of Texas, Inc. c/o 26 Century Blvd. P.O. Box 305191 Nashville, TN 37230-5191 PHONE g77-945-7378 FAX 888-467-2378 E-MAIL certificatesQwillis.com INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:ACE American Insurance Company 22667-302 PpA9MpAp, ENTED EETTES�Ea PKEMoccurence) $ 100 000 INSURED Direct Energy and its majority owned INSURERS: Zurich American Insurance Company 16535-305 INSURER C: American Zurich Insurance Company 16535-306 subsidiaries and affiliates including Astrum Solar 5 Lyberty Way, Suite 3 INSURER D: INSURER E: Westford, MA 01886 INSURER F: COVERAGES CERTIFICATE NUMBER: 22748483 REVISION NUMBER! 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. INSR TYPE OF INSURANCE DDL SUB POLICY NUMBER POLICY EFF POLICYEXPITR LIMITS A X COMMERCIAL GEN ERAL LIABILITY CLAIMS -MADE X OCCUR X SIR: $500,000 XSLG27341226 - 1/1/2015 1/1/2016 EACHOCCURRENCE $ 1,000,000 PpA9MpAp, ENTED EETTES�Ea PKEMoccurence) $ 100 000 MED EXP (Any one person) $ 5,000 PERSONAL&ADV INJURY $ 11000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY � PRO JECT [_1 LOC OTHER: GENERALAGGREGATE $ 11000,000 PRODUCTS-COMP/OPAGG $ 1 000 000 $ B AUTOMOBILE LIABILITY X ANYAUTO ALLOWNEDSCHEDULED AUTOS AUTOS HIREDAUTOS NON -OWNED AUTOS BAP595396601 1/1/2015 1/1/2016 COMBINED SINGLE LIMIT (Ea accident) $ 1, 000, 000 BODILY INJURY(Per person) $ BODILY I NJ URY(Per accident) $ PROPERTYDAMAGE (Peraccident) $ A X UMBRELLALIAB EXCESS LIAB X OCCUR I CLAIMS -MADE XOOG25703728 1/1/2015 1/1/2016 EACHOCCURRENCE $ 2,000,000 AGGREGATE $ 2,000,000 DED I RETENTION $ $ _ C B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNERIEXECUTIVE� OFFICER/MEMBER EXCLUDED? fMandatoryinNH) ff yes, describe under DESCRIPTION OF OPERATIONS below NIA WC595396901 WC595397301 1/1/2015 1/1/2015 1/1/2016 1/1/2016 X 1 PER oTH- STATHTF FR E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE -POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101, Additonal Remarks Schedule, may be attached ifmore space is required) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Town of North Andover 206 Forest St North Andover, MA 01845 Coll:4618435 TD1:1917373 Cert: 22748483 ©198842014ACORD CORPORATION- All riahts rPcprverf ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations 1 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 ip: Hopkinton, Ma, 01748 Phone #:508-614-0146 Are you an employer? Check the appropriate box: 1.0 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. ❑ I 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. ❑ 1 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' insurance 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. RV OtherPV Solar Installation *Any applicant that checks box # 1 must also fill out the section below showing their workers' compensation policy information. t 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 is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Zurich American Insurance Co. Policy # or Self -ins. Lic. #: 59536900 Expiration Date: 1/1/16 Job Site Address..4 o g Fo re.S + -5+ City/State/Zip: lll04 NOV cc 0 a. t I to" 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 and penalties of perjury that the information provided above is true and correct. Official 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 TOWN OF NORTH ANDOVER AFFIDAVIT Home Improvement Contractor Law Supplement to Permit Application MGL c. 142 A requires that the "reconstruction, alteration, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units... or to structures which are adjacent to such residence or building" be done by registered contractors, with certain exception, along with other requirements. Type of Work: Tns+4 114 +on of AY;� Est. Cost oea Address of Work a -o (, Fo_,res +54- Nor+A PJoj e SNA d i Owner Name: -a gene 13ecr A Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): For office Use Only Work excluded by law Permit No. Job under $1,000 Date Building not owner -occupied Owner pulling own permit Other (specify) Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FIND LINER MGL c. 142A. 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cm0il 'AOT A}ueaaeM 2ulpeaa;snpul AEl pa�laeg u�isaa agaq� ay sac e 3 p y ��ua �S sasea a � lea oaepue�S ql 0 14oad panan� anblu� A�!i!ge1� uy s;sod pa�le�su� a}o aanpaa s111lod Ruawq:T ISaNm% julod }UOLUqae y all sama� suealN A.iisnpul jL ul sueds;sauuo3 ,saaniea3 IRONRIDGE Solar Mounting Made Simple Maximum Span Chart: IronRidge Standard Rail 1 IronRidge Light Rail Wind Speed Snow Loads Roof Mounts • Attachments Adjustable L feet (4 pack kits) Adjustable tilt leg kits (5° to 45") Flush mount aluminum standoffs (3„ 4„ 6- 7„) Tilt steel standoffs (4",6") End Caps Protect against debris while providing a finished look for both standard and light rails Why IronRidge Clamps Panel Sizes 1.22" to 2.30" Mid clamps (require only 1/4" between panels) Mid clamps available in hex or t -bolt All hardware stainless steel Wire Clipsa„ Accommodate up to eight 6mm panel wires or an Enphase wire harness Experience - Designing/manufacturing solar mounting products since 1996 Single Source - Roof mounts, ballasted mounts, large arrays, and more; a solution for your specific application Customer Satisfaction - Customer service and technical support to help you succeed On-line Resources Available: Video Tutorials Product Configurators Product Certifications Installation Guides = Data Sheets Reseller Locator'` Sales: 800-227-9523 www.IronRidge.com sales@ironridge.com 1435 Baechtel Road Willits, CA 95490 www.ironridge.com © Copyright 2011 IronRidge, Inc. All rights reserved. DSRFM0411 1 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 0 psf 10 psf 20 psf 30 psf 40 psf 90 mph 13.5' 12.5 10.5 10.0 9.0 8.5 7.5 8 7 6 5.5 5 100 mph 13.5 12.5 10.5 10.0 9.0 8.5 7.5 8 7 6 5.5 5 110 mph 13 12.5 10.5 10.0 9.0 8.5 7.5 7.6 7 6 5.5 5 120 mph 12 12 10.5 10.0 9.0 8.5 7.5 7 7 6 5.5 5 130 mph 11 11 10.5 10.0 9.0 8.5 7.5 6.5 6.5 6 5.5 5 140 mph 10 10 10 9.5 9.0 8.5 7.5 6 6 6 5.5 5 150 mph 9.6 9.5 9.5 9.5 8.5 8 7.5 5.5 5.5 5.5 5.5 5 Roof Zone 1, Flush Mount Only Building mean roof height = 30' * For more information visit www.ironridge.com to Slope = 6" / ft. Clearance between roof and rail: 2" download certification letters, installation guides, Exposure category B End Cant Span: 40% (adj. interior span) and to use our roof mount configuration software. Module length: 77" Middle 1/3 span rail splice not permitted Attachments Adjustable L feet (4 pack kits) Adjustable tilt leg kits (5° to 45") Flush mount aluminum standoffs (3„ 4„ 6- 7„) Tilt steel standoffs (4",6") End Caps Protect against debris while providing a finished look for both standard and light rails Why IronRidge Clamps Panel Sizes 1.22" to 2.30" Mid clamps (require only 1/4" between panels) Mid clamps available in hex or t -bolt All hardware stainless steel Wire Clipsa„ Accommodate up to eight 6mm panel wires or an Enphase wire harness Experience - Designing/manufacturing solar mounting products since 1996 Single Source - Roof mounts, ballasted mounts, large arrays, and more; a solution for your specific application Customer Satisfaction - Customer service and technical support to help you succeed On-line Resources Available: Video Tutorials Product Configurators Product Certifications Installation Guides = Data Sheets Reseller Locator'` Sales: 800-227-9523 www.IronRidge.com sales@ironridge.com 1435 Baechtel Road Willits, CA 95490 www.ironridge.com © Copyright 2011 IronRidge, Inc. All rights reserved. DSRFM0411 1