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25-015 (64) 160 OLD FERRY RD BP-2017-0093 GIS 4: COMMONWEALTH OF MASSACHUSETTS Map:Block:25 -015 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2017-0093 Project 4 JS-2016-000786 Est.Cost:$42000.00 Fee: $570.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group ONE DEVELOPMENT & CONSTRUCTION LLC 096240 Lot Size(ao. ft.): 43560.00 Owner: SEVEN BRAVO TWO LLC Zoning: Applicant: ONE DEVELOPMENT & CONSTRUCTION LLC AT: 160 OLD FERRY RD Applicant Address: Phone: Insurance: 68 UNION ST (413) 485-4056 WC WESTFIELDMA01085 ISSUED ON:8/11/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:STRIP & SHINGLE ROOF & INSTALL 14 KW SOLAR ARRAY ON FBO BUILDING POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: O1: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeTy e: Date Paid: Amount: Building 8/11/2016 0:00:00 $570.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner Filed BP-2017-0093 lr)LYIIeNJO ONE -C (' '.. APPLICANT/CONTACT PERSON ONE DEVELOPMENT&CONSTRUCTION LLC ® � 7��yam, ADDRESS/PHONE 68 UNION ST WESTFIELD01085(413)485-4056 " '" may—'— PROPERTY LOCATION 160 OLD FERRY RD O MAP 25 PARCEL 015 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT /� Fee Paid /r4/ ..d'J/rf!J Building Permit Filled out 7� Fee Paid Typeof Construction: STRIP&SHINGLE ROOF&INSTALL 14 KW SOLAR ARRAY ON FRO BUILDING New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owned Statement or License 096240 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: IN/FORMATION Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition D- / Signa . - o 1• •mg Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40K Contact Office of Planning&Development for more information. Version1.7 Commercial Building Permit May 15,2000 D I Department use only I _ ' City of Northampton Status of Permit: ! Building Department Curb Cut/Driveway Perms 2016 u 2 2 212 Main Street Sewer/Septic Availability • Room 100 Water/WellAvailability aan'0 qrthampton, MA 01060 Two Sets of Structural Plans - p one 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address' This section to be completed by office Northampton Aeronautics Map Lot unit 160 Old Ferry Road Northampton MA 01060 Zone Overlay District - --- ------ --- Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: .. Seven Brave T o,, LLC. 160 Old Ferry Road Northampton, MA 01060 Name(Print) /.QOI' r Current Mailing Address - (413) 568-0905 _- - Signature / / /e//y////��,,// Telephone 2.2 Authorized Aoent: / Ronald Hannah '68 Union Street, Westfield MA 01085 Name(Print) Current Mailing Address (413)485-4060 - -- - - Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building $20,000.00 (a)Building Permit Fee 2. Electrical _ - (b)Estimated Total Cost of $22,000.00. Construction from(6) $42,000.00' 3. Plumbing $0.00 Building Permit Fee 4. Mechanical(HVAC) - -- -- — 5. Fire Protection _ $0.00' 6. Total =(1 +2+3+4 +5) Check Number / l This Section For Official Use Only 7fl Building Permit Number Date I Issued Signature: Building Commissioner/Inspector of Buildings Date Versionl.7 Commercial Building Pennit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition Repairs 0 Additions ❑ Accessory Building Exterior Alteration ❑ Existing Ground Sign 0 New Signs❑ Roofing Change of Use❑ Other❑ Brief Description Strip and remove the existing asphalt shingles from the FBO building and install new metal Of Proposed Work: roofmg with approximately 1,072 sf of new solar panels l'I KW q?toil.- SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly A-1 ❑ A-2 ❑ A-3 0 1A I ❑ A-4 0 A-5 ❑ 160 ❑ B Business 0 2A ❑ E Educational 0 2B I ❑ F Factory ❑ F-1 0 F-2 0 2C 0 H High Hazard ❑ 3A ❑ I Institutional 0 1-1 0 1-2 0 1-3 0 3B ❑ M Mercantile 0 4 ❑ R Residential 0 R-1 ❑ R-2 0 R-3 ❑ 5A 0 S Storage ❑ S-1 0 S-2 El 5B 0 U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use 0 Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: _.__. _. _._. _._. Proposed Use Group: Existing Hazard Index 780 CMR 34): __-__..-: Proposed Hazard Index 780 CMR 34): _... SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 1 - 21 tl aro -.... 3rd _ -_ ., ._. . _-. 411 4" Total Area(sf) Total Proposed New Construction (sf) _ Total Height(ft) - Total Height ft 7.Water Supply(M.G.L. c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public 0 Private 0 Zone Outside Flood Zone Municipal 0 On site disposal system 0 Version1.7 Commercial Building Permit May 15,2000 S. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R. .. Rear Building Height Bldg. Square Footage - % - — - -- Open Space Footage - (I.otarea minus bldg&paved parking) #of Parking Spaces __ • Fill: • (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW Q YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW © YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained © , Date Issued: C. Do any signs exist on the property? YES O NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading, excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Version 1.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: _ ......_._. Not Applicable ❑ Name(Registrant). r Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Richard K White 'Structural Name Area of Responsibility '50 Railroad Ave Southington, CT 06489 -46792 • Address Registration Number (860) 276-9100 06/30/2018 Signature Telephone Expiration Date • • Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date • Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date I Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor One Development and Construction Not Applicable ❑ Company Name: Ronald Hannah. . Responsible In Charge of Construction 68 Union Street Westfield MA 01085 • _ (413)485-4060.; Signature Telephone Version1.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No Q SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT l Robert J Bacon _ _. , as Owner of the subject property hereby authorize Ronald Hannah to act on my .- a , all : Qvs relative to work authorized by this building permit application. rt07/22/2016 Signal Owner Date MIIIIIIIIr- Ronald Hannah - _ , as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Roanld Hannah Print Name _- - --- - _- .!07/22/2016 Signature of Owner/Agent Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable 0 Name of License Holder Ronald Hannah _ CS 096240 License Number tJohn Mason Road Southwick MA 01077 ,04/03/2018 �Addre Expiration Date C (413).454 7840 Signature Telephone SECTION 13-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes e NoC City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150k Address of the work: /0 OLD felyz y /20/4"I) The debris will be transported by: Comp /tic �.S5a.c -C The debris will be received by: Ccrr i/eft Z3/.5/05:9-1--- Building iS/05:9-LBuilding permit number: Name of Permit Applicant q Sueil £avc i&, 2 L L Date Signature of Permit Applicant The Commonwealth of Massachusetts �_= Department of Industrial Accidents 11 -e- Office of Investigations 1 Congress Street, Suite 100 til_ Boston,MA 02114-2017 -al . www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Elm Electrical / One Development & Construction Address:68 Union Street City/State/Zip:Westfield, MA 01085 Phone #:413-568-0905 Are you an employer?Check the appropriate box: contractor and I Type of project(required): 1.0 150 4.I am a employer with ❑ I am a general employees(full and/or part-time).' have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition workingfor me in anycapacity. employees and have workers' P Y t 9. [' Building addition [No workers' comp.insurance comp. insurance. required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] r c. 152, §1(4),and we have no New Roof/Solar employees. [No workers' 13.❑� Other comp. insurance required.] '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. 7 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:MA Employers Insurance Policy#or Self-ins. Lic. #:MCC20020000842015A Expiration Date:7/1/2017 Job Site Address: 160 Old Ferry Road City/State/Zip:Niorthampton MA 01060 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. l do hereby c••it nd: the .dins aydpenal ' of perjury that the info'mat, rovided above is true and correct. GG, Signature: ! Dat e:7-22-2016 Phone#: 4134854060 {�J� 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): I. Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: R.K. ITE Stnwura tl Engineering Consultants 50 Railroad Avenue ENGINEERING, LLC ' ECEIVED Southington,CT 06489 (860)276-9100 Nj 9 2016 FAX:276-9160 email:rkingwhite@aol.com DEPT OF PULL'e31NE WGTONa NOPT9a1FNN.MA n1060 August 4, 2016 Mr Mike Byrnes Senior Estimator/Project Manager One Development& Construction. LLC 68 Union Street Westfield. MA 01085 RE: Airport Solar Dear Mike. pihave evaluated the effect on the existing trusses, of going from a uniform loading pattern to that of IIlli nnecting points represent a concentrated load on each truss. Considering removal of the asphalt shingles and replacing the existing roofing with the new batten and metal roofing plus the solar panels,the new additional superimposed dead weight is approximately 6#/s.f. Using the ground snow load of 40 psf, and flat roof snow load equal to the same. Therefore, the new panel load would be 46#/sf. Area per connection point (at each truss) is 7 s.f and concentrated load is approximately 322# or less. The shear parallel to grain using 3224 with a 2 X 4 top chord will be 61 pounds per square inch which is less than allowable for construction grade D.F. or equal lumber. In addition, with four concentrated loads per half truss,the equivalent uniform load would be approximately 44#/s.f or virtually the same load the trusses should be experiencing now. In conclusion,the proposed work should not exceed the capacity of the existing trusses. If you have any further questions,please feel free to call me at 860-276-9100. Very truly yours. .-//'qq.. (i/� ts.TH OF Richard K. White. PC I k $rp RK White Engineering, I.LC $ 464679,r SroNAL toe R.K. WHITE Cs is ENGINEERING, LLC Made Iby P.'NA Consulting Structural Engineers Date 6_ 2R- /ti Subject f; iv. Elat_ - F130 t3., Revision 3 x 60 AS Sol,,., ...a,. :p Date 1\x .1 e- Cx , T,r., b...,. C;ecrse Kea} S$rvc-4 ti , :c, P.I. C "2, '? .. j Co ' Coag 13t�. 67ra✓.vCI /5n.w Zd :- A90 P SF j Cao . 54ow Lo Ad �'1 • cif !e`N.�.:3] • M,n}( '�." i . ! `/' /C.•'/,1,. r . '{ .—J ' 24125 So IAN i h/..• =- I At of v ie G,( p� % ,�,b.+ ILJ , l :. _ n i tny.:a I /sF 1. 13S y..l � Tres \o.ad, rs [ /Z 3 + (435--1 9>�._ '? 144. ° 2- = 45 t ss I. .**5•tl � i.� CA n'a 1"' ' Corsi T.•t. cd. /. �✓.aJ : U i, - 2-‘ 9o ,„r .: 36-1 3"/sr- = .,657 = Z 4` st S 1 c( 4'e ” �Ji Yi.ve..a j r62 Atte' P -.,.cx�-„ . . . : :.rte i3 / tc 9/ Sx 2 1 c T 6 x 2 = 7 t/e o,, 64ree./ .ad.e : . . /16.0 'yi o -' -T�G, i ��.. .;, � ^ t . ,. _ - oy r.,r o .=, .1�. + 2,° (3.a Ham., I c/c + U,,, .c4-r:;-f- (45 7roer.-r,.e-r.• r, ffl ,• l ) Shoo) (d i exit re PV Permit Fee Calculator for Commercial Systems Written by Scott Troyer&Kurt Newick Jurisdiction Name: City of Northampton Project Address: 16O Old Ferry Road PV Project Size(kW DC): 14 Select Separate Input Average Hours Computed Reviews Review Hours for PV Project Size Required 10 kW 100 kW 14 kW PV Plan Reviews Electrical Plan Review N/A ❑ FALSE 0.5 1.5 Structural Plan Review(1st cycle) ❑ TRUE 0.5 1.5 0.6 Clerical Time for 1st cycle ❑ TRUE 0.4 0.5 0.4 Subtotal, Plan Review(1st cycle) 1.4 3.5 1.0 2nd Cycle Review% 20% 0.1 0.4 0.1 Total, Plan Review(nearest 1/2 hr.) 1.5 3.9 1.0 PV Inspections Rooftop Array ❑ TRUE I: 0.5 "1.0 0.6 Ground Array ❑ FALSE 0.5 1:0 0.0 Electrical Inspection N/A ❑ FALSE 0.5 2.0 Subtotal, Inspection (1st cycle) 1.5 4.0 0.6 Inspection Turn Down Rate% 20% 0.225 0.6 0.1 Total, Inspection(round to 1/2 hr.) 13 4.6 0.5 Jurisdiction's Billable Rates Permit Issuance Fee: $55.00 Plan Reviewer Billable Hourly Rate (:'$145.0. Inspector Billable Hourly Rate ` $150.00 Clerical Billable Hourly Rate - $50.00 Total Hours(Plan Review&Inspection),nearest 1/2 hr. 3.5 8.5 1.5 Total Calculated PV Permit Fee $276 S-5! r Clamps& Brackets ! Load Test Results ! Parallel Load Results Page 1 of 1 rl I Toll Free:888-835-3432 Distributor Loa lel [English) E. I View Mobile Site & WJ Search Go The Right Wayl .BUYS-Sr Advanced search Home About Clamps 8 Brackets Solar Snow Retention Utility Calculator Downloads PR IntroductionLoad Test Results(Parallel to Seam)This page shows our current list of Load Test Results.Scroll down the page to review all the results.You can also filter test results by Applications/Uses Manufacturer Choose from the"Manufacturers'menu to display the desired load test resorts. S-51M Clamps Panel Manufacturer Product Thickness VersaBracketTa MBCI v BatlenLok v VersacardTM Units: &SAE 0 Metric Safety Factor 2 Reset Test Results Model Pane! Panel Thickness Screw TensionUWmete Failure Allowable Nolen CorruBrac kel'" Manufacturer Name Mahn& (1M-Ibs) lits) Mode !lbs) Corfusrackette lo0T 55.0 MSCI SattenLok 22 ga steel 150 2280 it ST 114010 3 TopFix CormBraeket- (sSU IMSCI I eattenLok I 24 ga steel 115 2056th SIF 1028lbI3 AU' Notes 1. CAUTION.Note screw tension to avoid damage to this profile. Proteaoracketra 10.ATTENTION:Clamp utilizes opposing setscrews RiberacketrM 11.ATTENTION:Two piece clamp utilizes one M8 bolt 8 GXM1O,not setscrews TraperackePM 12.ATTENTION'.Two piece clamp utilizes two M8 bolts 8 GX10,not setscrews 2. CAUTION:These are cap-seam type profiles. Product Catalog The cap of this profile should be mechanically fastened to the seam somewhere along its Load Test Results length with one lap tek. Load Results odennnnn 3. SINGLE FOLD:These profiles are seamed to 90 degrees. Parallel Load Results 4. ATTENTION:The dimensioning on these seams is such that the clamp will not slip over the seam.Some hand crimping at the clamp location will resolve this problem. Normal Load Results 5. ATTENTION:Two piece clamp utilizes two M8 bolts&GX50,not setscrews aeppo ed Fastened Load 6. ATTENTION.Two piece clamp utilizes one M8 bolt 8 GXM50.not setscrews Panasonic Assembly 7. SETSCREW TENSION:Please note the setscrew tension.Pend has been tested with Tools increased setscrew tension. Installation 8. ATTENTION:Load values averaged and reported based on 4 or more tests repetitions performed. FAGS 9 ATTENTION.Test protocol preformed utilizing concealed standing seam clip Design Your This table represents tensile loads applied to the clamp in a direction parallH to the panel seam. ColorGai®Project Panels must be adequately attached to the structure at their point of fixity to resist Nese loads. Allowable loads are listed utilizing a default Factor of Safety(FS)=2 0.Actual factor of safety is See How Easy S-SI the responsibility of the designer and should be employed as appropriate.Enter desired Factor is to Install! of Safety and resetre-tabulate. How Strong is 3-5!? All tabled values are dependent upon setscrew tension.Load testing of S-51®clamps is Load Test Results conducted with setscrews tensioned at 150 inch pounds(22 gauge steel profiles)or 115 inch pounds(24 gauge steel and all other metals).When relying upon published load values. setscrews should be tensioned and verified using a calibrated torque wrench between 160 and 180 inch pounds when used on 22ga steel and between 130 and 150 inch pounds for all other metals and thinner gauges of steel. For a copy of a lab test report please have the engineer of record contact Technical Support. Terms of Use I View our Parallel to Seam Test Protocols I Read our Warning S-5i Solutions Snow Retention Systems I Metal Roof Attachment I Contact Us, Distributor Info h, WARNINGt ®®®tJ COPYRIGHT 0 2016 5-5, Website support provided by rabble+rouser Terms of Use which are legally binding upon you.govern your use of[his Site and any products manufactured by Metal Roof Innovations Ltd and provide rules that prohibit unlawful use or copying of any part of Na site By using this site.you agree to abide by the Terms of Use http://www.s-5.com/clamps/index_]037.cfm 7/25/2016 1111610rtr1M dATIL IRON RIDGE Class A Fire Rating Background All roofing products are tested and Fire Testing Process classified for their ability to resist fire. Test Setup Solar Modules Recently, these fire resistance standardsSolar modules are given a Type were expanded to include solar equipment classification based on their as part of the roof system. Specifically, this materials and construction. requires the modules, mounting hardware Mounting System 5. and roof covering to be tested together as Mounting is tested as pad of a Q system that includes type-tested Lu a system to ensure they achieve the same modules and fire-rated roof covering. fire rating as the original roof covering. Roof Covering Roof covering products are given a Adoption of these new requirements will Fire Class Rating of A,B or C based begin in California in 2015 and extend to on their tested fire resistance, the rest of the country in 2016. Burning Brand Test IronRidge Certification In August 2014, IronRidge was the first company to receive a Class A Fire Rating— the highest possible rating—from Intertek Group plc., a Nationally Recognized Testing A burning wooden block is placed on module as a fan blows at 12 mph. Laboratory. Flame cannot be seen on underside of root within 90 minutes. IronRidge Roof Mount products were tested Spread of Flame Test on flat and sloped roofs in accordance with the new UL 1703 & UL 2703 test standards. The testing evaluated the system's ability to illittil.1 resist flame spread, burning material and structural damage to the roof. Refer to the table below to determine the requirements for achieving a Class A Fire Flame at southern edge of roof is aimed up the roof as a fan blows at 12 Rating on your next project. mph.The flame cannot spread 6 feet or more in 10 minutes. Roof Slope Mount Module Fire Rating* Steep Slope Flushn. Type 1, 2, &3 Class A (__9.5 degrees) Tilt 11 Type 1 &2 Class A Low SlopeFlush fl Type 1, 2, &3 Class A (<9.5 degrees) �, Tilt (fl Type 1, 2, & 3 ClassA 'Class A rated PV systems an be lnslalled an Class A B.and C roofs. ments • Frequently Asked Questions What is a "module type"? What attachments and flashings are deemed compatible with Class A? The new UL1703 standard introduces the concept of a PV module type, based on 4 construction parameters Attachments and their respective flashings are not and 2 fire performance parameters.The purpose of constituents of the rating at this time.All code-compliant this classification is to certify mounting systems without flashing methods are acceptable from a fire rating needing to test it with every module. standpoint. What roofing materials are covered? What mounting height is acceptable? All fire rated roofing materials are covered within this UL fire testing was performed with a gap of 5", which is certification including composition shingle, clay and considered worst case in the standard.Therefore, the cement tile, metal, and membrane roofs. rating is applicable to any module to roof gap. What if I have a Class C roof, but the jurisdiction Am I required to install skirting to meet the fire now requires Class A or B? code? Generally, older roofs will typically be "grandfathered No, IronRidge achieved a Class A fire rating without any in", and will not require re-roofing. However, if 50%or additional racking components. more of the roofing material is replaced for the solar installation the code requirement will be enforced. What determines Fire Classification? Where is the new fire rating requirement code listed? Fire Classification refers to a fire-resistance rating system for roof covering materials based on their ability 2012 IBC: 1509.7.2 Fire classification. Rooftop to withstand fire exposure. mounted photovoltaic systems shall have the same fire classification as the roof assembly required by Section Class A- effective against severe fire exposure 1505. Class B-effective against moderate fire exposure Class C-effective against light fire exposure Where is a Class A Fire Rating required? What if the roof covering is not Class A rated? The general requirement for roofing systems in the IBC refers to a Class C fire rating.Class A or B is required for The IronRidge Class A rating will not diminish the fire areas such as Wildland Urban Interface areas (WUI) and rating of the roof, whether Class A, B, or C. for very high fire severity areas. Many of these areas are found throughout the western United States. California What tilts is the tilt mount system fire rated for? has the most Class A and B roof fire rating requirements, due to wild fire concerns. The tilt mount system is rated for 1 degrees and up and any roof to module gap, or mounting height. Are standard mid clamps covered? Mid clamps and end clamps are considered part of the PV"system", and are covered in the certification. — More Resources Fire Rating Certificate Engineering Certification Letters LTI. Visit our website to download the official UL We offer complete engineering resources COY 2703 certification document. and pre-stamped certification letters. gym`"`k Go to IronRidge.com Go to IronRidge.com ■nurse Za IRONRIDGE Integrated Grounding System Simplified Grounding Q e most Traditionally, solar modules are grounded by attaching -- - lugs, bolts or clips to the module frame, then connecting ' these to a copper conductor that runs throughout the array. This process adds time and cost to the installation, and often results in improper grounding, creating significant long-term safety risks. The IronRidge Integrated Grounding System solves these challenges by bonding modules directly to the mounting rails_This approach eliminates separate module =Z.1. -:f iniL—zn iiii grounding hardware, and it creates many parallel grounding paths throughout the array, providing greater safety for system owners. Grounding Mid Clamp Each Grotm np rid Clamp pierces through me Mmdnd cones S both the module frame and the MwlYq roll b form secure electrical bonds, *Nal are ngMM throughout the array. • • c.: : ilperAticti fi ©.- .. . ... . Iyr Bonding Strap 4 q Bonding Straps are used to �� bond rail-to-rad cannecuans. Grounding Lug r They are only figured on the A single Grounding Lug rail with the grounding lugconnects an entire row of PV modules to the grounding conductor ... ram Installation Overview Install Roof Attachments • Install appropriate roof flashing and/or standoff for roof type. •Attach L-Feet to flashing or standoff. Prepare Rail Connections I �ra • Insert splice into first rail, then secure with Bonding Strap and _. self-drilling screw. l -. • Slide second rail over splice, then secure with opposite end of Grounding Strap and self-drilling screw. © Mount& Ground Rails •Attach rails to L-Feet and level rails. - - a a • Install one Grounding Lug per row of modules. 8-- • '• Connect Grounding Lug to grounding conductor. aInstall Modules & Clamps • Install first module using End Clamps and Grounding Mid Clamps. • Install additional modules using Grounding Mid Clamps. 1 • Finish row with a second pair of End Clamps. Testing & Certification The IronRidge Integrated Grounding Cal Module Frame Compatibility System has been tested and certified to L Dimension Range UL 2703 by Intertek Group plc. A 31.Omm - 51.Omm UL 2703 is a proposed UL standard B 5.08mm (minimum) for evaluating solar module mounting Any module frames whose parameters are not listed in the and clamping devices. It ensures these provided table have not been tested for compatibility devices will maintain strong electrical and mechanical connections over an extended period of time in extreme outdoor The Grounding Mid Clamp has proven robust in grounding solar environments. modules with a box frame construction, a range of anodization thicknesses and nominal lengths of 78.5"or less. The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction of UL 1703, the solar module testing within the parameters stated above are compatible with the standard, including temperature and IronRidge Integrated Grounding System. humidity cycling, electrical and mechanical load testing, and manufacturing quality O Go to ironridge.com/ig reviews. L �rJ� iM /, IRON RIDGE XR Rail Family Solar is Not Always Sunny Over their lifetime, solar panels experience countless {// extreme weather events. Not just the worst storms in years, ., " i but the worst storms in 40 years. High winds capable of { I _ ripping panels from a roof, and snowfalls weighing ' — t t enough to buckle a panel frame. t 7 XR Rails are the structural backbone preventing .` 111 # these results. They resist uplift, protect 1 against buckling and safely and efficiently transfer loads into the building structure. Their superior spanning capability \ requires fewer roof attachments, .` � reducing the number of roof penetrations and the amount --- of installation time. �� `, nom% a i eJx ;mow Force-Stabilizing Curve p ' Sloped roofs generate both vertical and lateral forces on mounting rails which can cause them to bend and twist The curved shape of XR Rails r, is specially designed to increase strength in both , directions while resisting the twisting.This unique feature ensures greater security during extreme weather as a longer system lifetime. Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials XR Rails are IronRidge offers All XR Rails are made of marine-grade or compatible with ha* a range of tilt leg GI aluminum alloy,then protected wfth an FlashFoot and I options for flat anodized finish.Anodizing prevents surface other pitched roof I f 1 1 roof mounting and structural corrosion,while also providing Well attachmentsapplicationsa more attractive appearance. XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. XR10 , XR100 XR1000 XRID is a sleek,low-profile mounting XR100 is the ultimate residential XR1000 is a heavyweight among rail,designed for regions with light or mounting rail.It supports a range of solar mounting rails.It's built to handle no snow. It achieves 6 foot spans,while wind and snow conditions,while also extreme climates and spans 12 feet or remaining light and economicalmaximizing spans up to 8 feetmore for commercial applications. • 6'spanning capability • 8'spanning capability • 12'spanning capability • Moderate load capability • Heavy load capability • Extreme load capability • Clear&black anodized finish • Clear&black anodized finish • Clear anodized finish • Internal splices available • Internal splices available • Internal splices available Rail Selection The following table was prepared in compliance with applicable engineering codes and standards. Values are based on the following criteria:ASCE 7-10, Roof Zone 1, Exposure B, Roof Slope of 7 to 27 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed span tables and certifications. Load Rail Span Snow(PSF) Wind(MPH) 4' 5'4" 6' 8' 10' 12' 100 120 a <.". f,1'.: None .. ' ,-. 140 XR10 XR100' - s 160 ms' s s 100 120 10-20 140a"a .. ;.. 160 100 30 160 100 40 160 . 50-70 160 80-90 160 sy, g s'- irJvmm MMIMMIONOMM .//r IRONRIDGE Flush Mount System 7 -, " ,:, ,i,. 4i '7,,f4 :.--— X14„ +L --------- Boot for solar's toughest roofs. IronRidge builds the strongest mounting system for pitched roofs in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 20-year warranty. Strength Tested PE Certified • elAll components evaluated for superior co Pre-stamped engineering letters structural performance. available in most states. 6Class A Fire Rating Design Assistant Certified to maintain the fire resistance II. Online software makes it simple to 6rating of the existing roofcreate, share, and price projects. Integrated Grounding 20 Year Warranty ® UL 2703 system eliminates separate Twice the protection offered by module grounding components. competitors. maiskiam — •XFi Rails XR10 Rail XR100 Rail 1 XR1000 Rail Internal Splices _�� .I lri A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices for regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections. • 6'spanning capability • 8'spanning capability • 12'spanning capability • Self-tapping screws • Moderate load capability • Heavy load capability • Extreme load capability • Varying versions for rails • Clear& black anod. finish • Clear& black anod. finish • Clear anodized finish • Grounding Straps offered — Attachments FlashFoot Slotted L-Feet Standoffs as I_ II !. . II - Anchor, flash, and mount with Drop-in design for rapid rail Raise flush mount system to various all-in-one attachments. attachment. heights. • Ships with all hardware • High-friction serrated face • Works with vent flashing • IBC & IRC compliant • Heavy-duty profile shape • Ships assembled • Certified with XR Rails • Clear& black anod.finish • 4"and 7" Lengths — Clamps & Grounding End Clamps Grounding Mid Clamps 7 T-Bolt Grounding Lugs 0 Accessories s Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and modules at ends of rails. in the middle of the rail. rail's top slot. organized look for rails. • Mill finish & black anod. • Bonding T-bolt • Easy top-slot mounting • Snap-in Wire Clips • Sizes from 1.22"to 2.3" • Reusable up to 10 times • Eliminates drilling • Snap-in End Caps • Optional Under Clamps • Mill & black stainless • Swivels in any direction • UV-stabalized polymer — Free Resources — Design Assistantri I. • rdusin icati Go from rough layout to fully 1•• Earn free continuing raion credits, engineered system. For free. A A while learning more about our systems. Go to Iron Ridm ge co /de ig ♦ Earn Cee Certified T� Go to IronRidge.com/training 1 - -t _ IV rJallIM SI1. ISJDIISI } �� � ��. Drax _ L 46 BATTENLOK®HS I . :w BattenLok HS is a mechanically field seamed, high strength structural standing seam roof system. the BattenLok H5 panels have a 2 tall vertical seain and are available in both 12--Inch and 16-inch widths. BattenLok' HS can be installed d rectly over pur Ons or bar joists Srd is capable of transitioning from roof to fascia. BattenLok HS does not require a solid substructure for support. Features and Benefits: ' =f • Low and high clips are available to allow for various thicknesses of insulation to be ? nista lied between the panels and purlins. /ice Heavier gauges striations v embossing and installation over a solid deck minimize oil canning. • Numerous UL 580 Construction rating are available, as well as UL 790, Class A for external fire, numerous roof assemblies for UL 263 for mternal fire and the UL 2218 fi .2' C Class 4 impact rating. 1 • BattenLok' HS carries Florida approval rating. Product Specifications f—� 1_ ▪ Applications: • Coverage Widths: - • Finches wnn sm=wn. • Minimum Slope rl 1.7 '• • Panel Attachment ft. - • Coact ngs -./I ,.. Smazed.th Penal Ribs e WWW.m bC L COIF MerN Roof and Wall Synem.. HOusro i ].3:S2ii gNrrEa,G A.T,d21932' UEBO MiX.9'A 55_214Di/AHA NE I h9O 4A(0. ROMEN iGL S. )22- ADEL C4 d88 ,)224 DAi lA51X r -3.022.l M1pH6.rN .2�56R: IHCENi AZISSS•-33*22= SALT LA J'V,pi 800.S]42104 n' A'IT C 9 ,IeER. IkCGWFCLIS �PS5➢1 OKLAHOMA CIR nY 5005575224 a✓IVnn J.. 5D02:S22a SAN ANTONIO,iv 800.S96i22� f i+ r C Commercial / Industrial Pricing ACCESSORIES Hat Section (H5-1 ) 1"/" Note: �-,h *Random colors are subjectto availability . L } DESCRIPTIONI PRICED PER EACH 33 N- t afro 'x' e a. 3'.3 A' µ�.'E lot 6,33331336a r; u i HW-3100 22 Galvanized 14.00# 20'-0" ✓ HW-3102 24 Galvanized 11.00# 20'-0" ✓ HW-3103 24 Random Colors* 11.00# 20'-0" ✓ HW-3104 26 Random Colors* 8.00# 20'-0" ✓ HW-3105 16 Red Oxide 25.20# HW-3105 16 Galvanized 25.80# 20'-0" ✓ Channel Section (CS-1 ) n ./, DESCRIPTION PRICED PER EACH PART# GAUGE. FINISH � WEIGHT EACH LENGTH PRICE HW-3110 18 Galvanized 15.70# 20'-0" ✓ 1 " Sub Girt (SG-1 ) #15/" fie 1• 1Z -1 4_ 4 '/." DESCRIPTION PRICED PER EACH PART# GAUGE, FINISH - WEIGHT EACH LENGTH PRICE HW-3120 18 Galvanized 22.00# 20'0" ✓ HW-3121 16 Red Oxide 27.40# 20'-0" ✓ '/2" Sub Girt (SG-2) /" 2'/.`k DESCRIPTION PRICED PER EACH ",m PART! P GAU6EE .F 167f r;WE KTEAtH' LENGTH PRICE: HW-3130 18 Galvanized 13.60# 20'-0" ✓ HW-3131 16 Red Oxide 16.40# 20'-0" ✓ Subject to change wehout notice. EFFECTIVE APRIL 20,2016 23 9re 7,, 4 . shc)wd 77 (( 7 / No 1) 1 I z Go '� t 3, \ st .. . i 11 IT LA I I I ,...A 1 IiIIZJ ` I 11111.111111 1 CO T IMMIIIIIIIIII 1 i i City of Northampton 4. Building Department Plan Review 212 Main Street ", 1 J Northampton,MA 01060 No' 'c. : At (No1 t` n<—i i. = , :r N i L Nf k`-' LAN/ 2 Y 6 x : YL Fr,- [ Dty. i<_C A7 :(HC,' " j-'I ,_^-N ... , ._.