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57-59 HARBOR ST - BUILDING INSPECTION fl The Commonwealth of Massachusetts Department of Public Safety Massachusetts State Building Code(780 CMR) Building Permit Application for any Building other than a One-or Two-Family Dwelling /-� (This Section For Official Use Only) V Building Permit Number: Date Applied: Building Official: SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not availab Cn ^' 57-59 Harbor St Salem MA 01970 = -9 No.and Street City/Town Zip Code - Name of Building(if app%able) M2�2 SECTION 2:PROPOSED WORK o C _^ Edition of MA State Code used If New Construction check here❑or check all that apply in the twd?Lws b m Existing Building❑ Repair❑ 1 Alteration ❑ Addition❑ Demolition ❑ (Please fill out and submit A>endi> Change of Use ❑ Change of Occupancy ❑ Other ❑ Specify: cr c Are building plans and/or construction documents being supplied as part of this permit application? Yes I TW❑ c) Is an Independent Structural Engineering Peer Review required? Attached Yes ❑ IF, ❑ 0 Brief Description of Proposed Work: Add drain-back solar hot water system and collectors ' SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) Total Area(sq.ft.)and Total Height(ft.) SECTIONS:USE GROUP(Check as applicable) A: Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ 1 B: Business ❑ E: Educational ❑ F: Facto F-1 ❑ F2❑ H: High Hazard H-1❑ H-2❑ H-3 ❑ H4❑ H-5❑ I: Institutional 1-1❑ 1-2❑ I-3❑ I-4❑ M: Mercantile❑ R: Residential R-10 R-2❑ R-3❑ R-4❑ S: Storage S-1❑ S•2❑ U: Utility❑ Special Use❑and please describe below: Special Use: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA ❑ IB ❑ IIA ❑ HB ❑ IRA ❑ IIIB ❑ WO VA ❑ VB ❑ SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal: Public O Check if outside Flood Zone❑ Indicate municipal❑ A trench will not be Licensed Disposal Site❑ Private❑ or indentify Zone: or on site system❑ required❑or trench or specify: permit is enclosed❑ Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable❑ Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes❑ or No❑ Yes❑ No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Occupant Load per Floor: Does the building contain an Sprinkler System?: Special Stipulations: M A I L E50 70 O PF1C e �i(a 1� ( Eh [� I 1 @ 1�4l.l�l� 50N,S �_ CN V • pumc-HUD )Afar�--o s[1 1 SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner �t_aYYI %tNT LTD PrN�SNIp. Name(Print) No.and Street City/Town Zip Property Owner Contact Information: 5�-sq 4-tg2aoe sr'f Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes 13O_Oclt=. 1 <E T'�_rnoU� sr GQeA.Au z33 Name Street Address City/Town State Zip to act on the property owners behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here 0 and skip Section 10.1 10.1 Registered Professional Responsible for Construction Control Bruce Dike 781-536-8633 Bruce@NESHW.com 101264 5/23/16 Cr Name(Registrant) Telephone No. e-mail address Retl 6 0 4 5 0 7 .2 9. 16 k L -677 Temple St Duxbury MA 02332 _1 J Street Address City/Town State Zip Discipline Expiration Date 102 General Contractor _NEI General Contradting _ Company Name _Alyson Therrien, Project Manager Name of Person Responsible for Construction and Type if Applicable 27 Pacella Park Dr Randolph MA 02368 Street Address x2_9Z City/Town State Zip 781/356-7666 617/640-7459 info@neigc.com Telephone No,(business) Telephone No. cell e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§25C(6) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents 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. Is a signed Affidavit submitted with this application? Yes O No ❑ SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)_$ 1.Building $ 85985 . 00 Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ appropriate municipal factor)=$ 3.Plumbing $ 4000 . 00 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical Other $ Enclose check payable to 6.Total Cost $ 89985. 00 (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Bruce Dike _��— President/Engineer 781-536-8633 Please print and sign name Title Telephone No. Date 677 Temple St Duxbury MA 02332 Street Address City/Town State Zip Municipal Inspector to fill out this section upon application approval: J Name Date I ac [f'�l,rt„rr ,%rr rv,/// r �" f•�RF��`��';r` �� License or registration valid for ittdivid Office of Consumer Affairs & Business Regulation before the expiration date. if found retu _ --, ;HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business egistration: 160450 Type' � 10 Park Plaza Suite 5170 xpiration- 7/29/2016 DBA Boston, 1tiA 02116 BRUCE DIKE ALTERNATIVE ENERGY i F BRUCE DIKE 677 TEMPLE ST DUX,BURY, MA 02332 Uodersecretarti ut Valid »'lthout signature rwCa o�siarn a him ti wo a, 1 arM ua noe+wy.i.+.«i i 6 :'f awbf• Lamom CSFA401206 { IIN I If N U I11NY. ('77'1'N.MI'LF.tiI'NNN7 Q DU%NI1NY MA 021Jf 0512312016 t - �„ 20 collectors 4� ; {r 57.59 Harbor St.20 coffectors 3IS1202S System Cost $89,985 Estimated gas savings 2,641 therms System Size 20 collectors Monitoring Equip, Incl. Gas rate $1.200 therm Total Collector Area 618.0 SF Design/Engineering Incl. Annual fuel savings $3,169(Year 1) Maint.(annual site visit) $150/yr Rebate Applications incl. MassCEC rebate $ 22,650 Utility/Main.Esc.Rate: 3.0%/yr Other Before Tax IRR(10 yr): 14.9% System Life: 20.25 yrs Total Installed Cost: $89,985 Before Tax fRR 20 : 16.9% Pump/Equip Re I.Fut.Cost: $1,000 Year 11 Cash Flow Year 1 2 3 4 5 6 7 a 9 10 Energy Savings(before tax) $ 3,169 $ 3,264 $ 3,362 $ 3,463 $ 3,567 S 3,674 $ 3,784 $ 3,898 $ 4,015 $ 4,135 Maintenance(before tax) $ - $ (155) $ (159) $ 1164) $ (169) $ (174) $ (179) $ (184) $ (190) $ (196) MassCEC Rebate(before tax) $ 22,650 $ - $ - $ $ - $ $ _ $ - S - $ - 30%Federal Investment Tax Credit $ 26,996 $ - S - $ $ - $ _ $ _ $ - $ _ $ _ Tax Savings from Depreciation- $ 6,165 $ 9,864 $ 5,918 $ 3,545 $ 3,545 $ 1,788 $ $ $ $ Net Income and Tax Savings $ 58,980 $ 12,974 S 9,121 $ 6,844 $ 6,943 $ 5,288 $ 3,605 $ 3,713 $ 3,825 $ 3,939 Customer Contribution $ (89,985) $ $ $ $ $ $ $ $ $ Net Annual Cash Flow $ (31,005) $ 12,974 $ 9,121 $ 6,844 $ 6,943 $ 5,298 $ 3,605 $ 3,713 $ 3,825 $ 3,939 Cumulative Cash Flow $ (31,005)l $ (18,032)1 $ (8,911) $ 2,067) $ 4,876 $ 10,164 $ 13,769 $ 17,483 $ 21,307 $ 25,247 •Tax savings include cash value of federal and state depreciation benefits at Federal rate of 35%and State rate of 5.3%.The numbers in this proposal are for illustration purposes only. Consult your tax professional to determine application to your business. Cash Flow Year 11 12 13 141 is 16 17 18 19 20 Energy Savings(before tax) $ 4,259 1 $ 4,387 $ 4,519 $ 4,654 $ 4,794 $ 4,938 $ 5,086 $ 5,238 $ 5,395 $ S,SS7 Maintenance(before tax) $ (1,202) $ (208) $ (214) $ (220I $ 1227 $ 234) $ (241) $ (248) $ 255) $ 263) Net Income and Tax Savings $ 3,0581 $ 4,1791 $ 4,305 $ 4,434 $ 4,567 $ 4,704 $ 4,845 $ 4,990 $ 5,140 $ 5,294 Net Annual Cash Flow $ 3,0581 $ 4,1791 $ 4,305 $ 4,434 $ 4,567 S 4,704 $ 4,845 $ 4,990 $ 5,140 $ 5,294 Cumulative Cash Flow $ 28,304 $ 32A83 1 $ 36,788 $ 41,222 $ 45,784 $ 50,494 $ 55,447 $ 60,329 $ 65,468 $ 70,762 Solar Thermal System: Cumulative Cash Flow srxi'm 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 5(4o,aoo) $feo.aaol SC 00,000) Proposal NEw ENGLAND Proposal numbercom21 Date: 3/19/2015 S� LA R Price good for 90 days Alyson Therrien ® a Project Manager ter C:617-640-7453 NEI GENERAL CONTRACTING www.neigc.com DeliveryDete PaymeirtTartre.. Bruce Dike 57-59 Harbor(Salem Point)drain be solar hot water TBD system TBD DesalPtlon 4H• Unit Price Included: 1. (20)Kingspan FPW30 solar hot water collectors and`flat roof racking 2. (6)Kingspan 119 gallon stainless steel solar storage tanks(29.5"minimum door width req'd) 3. Zilmet drainback tank 4. Wilo TOP solar circulator 5. Copper type M tubing for solar loop plumbing 6. Knauf'1000 degree pipe'fiberglass pipe insulation(interior piping) 7. EPDM pipe insulation with PVC cladding on exterior piping 8. Resol BS solar controller 9. Amatis Joule intemet enabled energy monitoring(MassCEC rebate compliant) 10. Roof stanchions and steel carrying beams('dunnage')as per engineer's detail 11.All req'd fittings,supports,racking,pipe supports,insulation,controls and appurtenances 12.Coring,rigging and hoisting 13.All relevant skilled trades; a. Plumbing b. Welding c. Low voltage and line voltage wiring d. Commercial pipe insulation e. NABCEP certified solar thermal specialist f. Solar thermal engineer 14.MassCEC commercial rebate application and feasibility study 15.MassCEC compliant,intemet monitoring system with energy metering 16. Permitting Exclusions 1. Roofing,water proofing,flashing of roof stanchions 2. Ethernet drop to'always on'intemet connection for monitoring 3. Structural modifications(roof is assumed to be adequate for the solar collector loads) $89,985 This solar hot water system will generate a$22,650 MassCEC rebate(effect of rebate not calculated in$85,700 system price) neshw.aom 677 Temple St.Duxbury,Me 02332 Phone:7815368633 Fax.,8153018678 bnxe@aneshwoom EAH Consulting 35 Kendall Court Bedford, MA 01730 Phone: 1.978.406.8921 EA Elaine Huana(alalum mit edu April 28 ,2015 To: New England Solar Hot Water 677 Temple Street Duxbury,MA 02332 Subject: Structural Certification for Installation of Solar Panels 57-59 Harbor Street Condo Salem, MA 01970 To whom it may concern: A design check for the subject building 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 consists of EPDM over rigid insulation on ix wood planks that are supported by true dimensioned 2x4 rafters at 16"o.c.. The rafters pair with true 2x10 ceiling joists and are connected to the ceiling joists by 2x4 scabs. The rafters and ceiling joists forma flat roof truss system to resist the roof loads. The width of the roof is approximately 24'-0"with a flat slope. There are interior load bearing walls to provide intermediate support to the roof framing. The maximum unsupported span of the roof framing is 14'-6" The existing roof framing systems are judged to be adequate to withstand the loadings imposed by the installation of the solar panels. No reinforcement is necessary. The solar hot water system should be mounted on 6x6 sleepers(one on each end of panels)that span perpendicularly to the rafters. The 6x6 sleepers are attached to each rafter by a''/."D x 10"LTimerLok screw. I further certify that all applicable loads required by IBC 2009 with Massachusetts amendments were applied to the Kingspan solar rail system and analyzed. The applicable loads are indicated in the load combination table and the summation of maximum loads indicated on permit plan,which is part of this submittal package. Furthermore, I was informed that the installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Kingspan for the racking system and 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. 0i"OFA%s�c Sincerely, ash ELAINE A. yGm o HUANG CIVIL y Elaine A. Huang, P.E. N0.49029 Structural Engineer Leo �o e S6/01YAL EHG EAH Consulting 35 Kendall Court Bedford, MA 01730 Phone: 1.978.406.8921 EAH CON�u6nNe Elaine.Huangc@alum.mit.edu Project: 57-59 Harbor St Client: New England Solar Hot Water Location: 57-59 Harbor St,Salem,MA 01970 Date: 4/28/2015 Engineer: Elaine A Huang,PE Load and Load Combination: Dead Load: Ix Wood Deck=3 psf(ASCE-7 Table C3-1) EPDM=2 psf(ASCE-7 Table C3-1) Solar Panels=5 psf(Given by Product Catelog) 2" Rigid Insulation=2 psf(ASCE-7 Table C3-1) Misc=2 psf Total Dead Load=3+2+5+2+2=14psf Snow Load: Ground Snow Load,P.: Town of Salem, MA=45 psf(Mass Building Code,780 CMR,a Ed.) Flat Roof snow load= Pf=0.7 Ce C,I pB=0.7 x 0.9 x 1 x 1 x 45 psf=28 psf (ASCE-7, Eq.7-1) Ce=exposure factor=0.9, (ASCE-7,Table 7-2),Terrain B,fully exposed C,=thermal factor=1.0(ASCE-7,Table 7-3),heated structure I=importance factor=1.0(ASCE-7,Table 7-4),occupancy category II Sloped roof snow load P,=Cs Pf= 1.0 x Pf=28 psf(ASCE-7, Equation 7-2) Cs=slope factor=1.0(ASCE-7 Fig.7-2a),Cold roofs with C,= 1.0 Wind Speed: Basic Wind Speed: Town of Salem,MA=110 mph(Mass Building Code,780 CMR,a Ed.) Wind Pressure: Q,=0.00256 K,Kt Ceef V'(IBC Equation 16-35) KZ=0.81 (50' building) (IBC refers to ASCE-7) K.=1.0(IBC refers to ASCE-7) Cat=0.58 or-1.00(Components and Cladding for Gable or Hip Roof)(IBC Table1609.6.2) V=110 mph(Mass building code 8x'ed.) Therefore, q,=0.00256 x 0.81 x 1.0 x-1.00 x 110'x 1=-25 psf(uplift)(IBC Equation 16-35) Seismic Load Ss=0.31(Mass Building Code 8 h ed.Table 1604.11) 2 EAH Consulting 35 Kendall Court CE Bedford, MA 01730 Phone: 1.978.406.8921 EA M CONSU6TINm Elaine.Huanwalalum.nnit.edu S,=0.071(Mass Building Code 8'1'ed.Table 1601.11) Spectral Response Acceleration coefficients: SMs=F.Ss=1.6 x 0.31=0.496(IBC Equation 16-37) SM,= F�S,=2.4 x 0.071=0.170(IBC Equation 16-38) Design Spectral Response Acceleration Parameters: Sos=2/3 x SMs=2/3 x 0.496=0.330(IBC Equation 16-39) So,=2/3 x SM,=2/3 x 0.170=0.113(IBC Equation 16-40) According to IBC Table 1613.3.5(1)and (2),the seismic design category is"B"and the calculation can be finished by using ASCE-7 equivalent force procedure. The importance factor, I,for this building is 1.0. The response modification coefficient,R,is 3.25 according to ASCE-7. TL=6 sec(ASCE Fig 22-15) T=Ct h '=0.028 x 5&8=0.64 sec(ASCE-7 Equation 12.8-7) The seismic response coefficient,C„ is C,=Sns I/R=0.330 x 1.0/3.25=0.102 The maximum value of C,=So,l/(TR)=0.113 x 1.0/(0.64 x 3.25)=O.OS43 The minimum value of C,=0.01 Therefore,C,=0.0543 IEBC Section 707.5 states that the lateral resisting frame structural elements need not comply with Section 807.4 if the alteration does not increase the demand-capacity ratio by more than 10%. In this case,the panels'weight,S psf, is extremely small compared to floor live load (40 psf/floor for living area x 4 floors). Therefore,seismic design should not be considered. Load Combination(ASDf: D+S=42 psf(controls) 0.61)+W=-17 psf D+0.75 (0.6W)+0.75S=41.5 psf Roof Structures 3 EAH Consulting 35 Kendall Court CE Bedford, MA 01730 Phone: 1.978.406.8921 EA M CON$ULTINO Elaine,Huana(a)alum.mit.edu The roof consists of EPDM over rigid insulation on 1x wood planks that are supported by true dimensioned 2x4 rafters at 16"o.c.. The rafters pair with true 2x10 ceiling joists and are connected to the ceiling joists by 2x4 scabs. The rafters and ceiling joists form a composite beam to resist the roof loads. The width of the roof is approximately 24'-0"with a flat slope. There are interior load bearing walls to provide intermediate support to the roof framing. The maximum unsupported span of the roof framing is 14'-6" +/-. Structural Analysis and Calculation Roof Beams: Member Size=2"x4" and 2"40"composite as a roof truss Spacing= 16"O.C. Span Length=15.0'approximately w=42 psf x 16 in/(12 in/ft)=56 Ibs/ft=say 0.06 K/ft Load Diagram ,060 N3 N5 W : mo N12 N4 i 6 NII IQW Bending Moment Diagram -.1 ?.G - Ni2 0.1 1 1NU Shear Diagram 04 0.1 N5 2 , i I , 4 EAH Consulting 35 Kendall Court Bedford, MA 01730 Phone: 1.978.406.8921 EAM CONSULTW� Elaine.HuaagCa�alum.mit.edu Member Stresses(M3=2x4,M2=2x10) L . Member Label S--. Axial(ks7 Shear(xsi( TopBen(Eng(Ksi) BatBenifing(ks7 M1 1 -.009 .015 -.106 .106 2 -.018 -.004 .2 -.2 3 .004 -.024 -.043 .043 4 .014 .017 .029 -.029 5 .008 -.005 -.019 .019 1 M2 1 .062 .034 -.445 .445 2 j .083 j .012 1 .095 j -.095 3 .029 -.009 .144 -.144 4 .003 -.012 .065 -.065 5 .018 -.026 -205 .205 Member Deflection(M1=2x4, M2=2x10) L.. Member Label S. x(in] yfin) (n)LfyRatio IrT M1 1 0 0 NC 2 0 -.069 4355.711 3 0 -.025 NC 4 0 -.004 NC 5 0 0 NC 1 M2 1 .006 0 NC 2 .003 .07 4269.515 3 0 .038 7992.865 4 0 .011 NC 5 -.001 0 NC 5 New England Drain Back Solar Hot Water System A glycol filled 'hybrid' drain back system DHW DHW Hot Cold In Out V Solar Collector M Solar Storage Drain Back Tank Tank Electrical Immersion F Element (optional) T sensors Flow Meter Solar Pump 1 l Kingspan 0 o FPW FLAT PLATE COLLECTOR SERIES INFORMATION Update 100104/2013 INTRODUCTION Kingspan's FPW fiat plate solar collectors are designed to be a,high performing collector. They are offered with complete Kingspan packages for residential and commercial applications. This document covers the design specifics of the collectors,the frames specifically offered with the collectors and further information on other Kingspan components that work with these collectors. COLLECTOR INFORMATION Three sizes of collectors are offered; FPW30 FPW25 FPW18 Dimensions 96 X 48 X3'1" 78%"X 48"X 3 9d' 75 /a"X 36'h"X 3 Y" Weight 115 lbs 97 lbs 75 lbs Gross Area 31.94 26.0 0 19.2 0 Apertum Area 29.28 24.1 It 17.4 ft Absorption 95% 95% 95% Emissivity 4% 4% 4% Volume 1.4 Gallons 0.8 Gallons 0.6 Gallons Maximum Operating Pressure 145 PSI 145 PSI 145 PSI Flow Rate 0.3 GPM min,0.38 GPM nominal, 0.2 GPM min,0.3 GPM nominal, 0.15 GPM min,0.2 GPM nominal,0.60 1.0 GPM max 0.8 GPM max GPM Max t . Frame Electrostatic Painted Aluminum Scaling Material EPDM&Silicone Absorber Coating TiNOx Tube Material copper Weld Method - Ultrasonic Glass Low Imn tapered Glass Thickness /a2" Insulation Rock Wool SRCC Certification Number Eta() 0.702 Al 3.2682 A2 0.00571 FPW30 FPW25 FPW18 Class Sunny Mildly Cloudy Sunny Mildly Cloudy Sunny Mildly Cloudy Day Cloudy Day Cloudy Day Cloud A 43.2 32.7 22.2 35.5 26.8 18.2 25.7 19.5 13.2 B 39.6 29.1 18.6 32.5 23.6 15.2 23.5 17.3 11.0 C 34.0 23.7 13.5 27.8 19.4 11.0 20.1 14.0 7.9 D 24.0 14.0 5.0 19.6 11.4 4.0 14.0 8.2 2.8 E 14.7 6.1 0.1 11.9 4.9 0.1 8.4 3.4 0.0 362, 48„ 48„ 76 8 oup 78 4 , ' 1 • 961' 31 .1 CONSTRUCTION Kingspan's flat plate collectors use the best materials available to insure the longevity and performance of the collector. The sides of the collector are made from anodized Aluminum extrusions. These are riveted in the corners to hold the collector together. An EPDM seal runs around the glass and is held in place via another extrusion. This creates a waterproof seal around the entire perimeter of.the glass. The tempered glass is textured, s/sz"thick and meets the requirements for low iron. The collector plate is welded to the absorber tubes. This insures an excellent connection that will not change over time. Absorber tubes are soldered with low lead solder into the header tubes. Both ends of the header tubes are a brass fitting for connecting the collectors to one another or to the connection kit(see below). Surrounding the collector plate on all sides is rock wool insulation. Rock wool insulation is ideal for insulating solar collectors because it does not break down at high temperatures that solar collectors can reach. It does not outgas like some foam insulation will over time as well. FRAMES The structural integrity of the collector frame is very important on commercial jobs and Kingspan has all the necessary frames for the flat plate collector family to meet most wind load requirements in the US and Canada. There are three basic frame families for the FPW series;frames for parallel mounting,low wind load angled frame and high wind load angled frames. Kingspan provides engineering guidance on these collectors and where particular frames may be used. Each job is unique in how the wind loads are calculated and Kingspan is willing to work with the structural engineer for the particular job to help determine the proper frame. All commercial jobs should have a professional engineer's stamp that the frame and structural supports will meet the wind load requirements. The FPW series frames are made from steel and electrostatically painted black. Many times architects prefer the black color to the aluminum for aesthetic reasons. The paint gives excellent resistance to corrosion over the life of the collectors. All hardware is stainless steel. PARALLEL FRAMES Three different lengths for rails are available for different combinations of collectors; 2X FPW18, 1X FPW25,2X FPW25. The frames are able to be used with various Kingspan roof mounts to adapt to different types of roofs. Low WIND LOAD A-FRAME For areas with lower wind loads,the adjustable A-Frame will work well. The frame is adjustable to 40°,45'and 49'to optimize collection at different latitudes. HIGH WIND LOAD A-FRAMES Most of the east and gulf coasts of the United States have high *4 wind loads because of hurricanes. Additionally,there are 'special wind'regions,such as Los Angeles that is affected by the Santa Ana winds that require resistance to very high wind speeds. These frames are designed to provide sufficient structural support in most installations in these regions. Thicker material is used on all uprights on the collectors and a second set of clamps and mounting rails is included with these frames. Three different angles are available; 300,37'and 45' and the angle is not adjustable due to the high load these frames must resist. 00000 ACCESSORIES 00000 CONNECTION KIT The connection kit includes all components required to connect the collectors to external piping. The connection on each end of the manifold is a BSPP connection and the kit includes adaptors to 3/4'NPT. The collectors have a temperature sensor well built into the side of the collector rather than in the connection kit. This leads to a specific arrangement for the connection kit and the inlets and outlets from the collectors as shown below. Cap Return Supply Cap INTERCONNECTION The interconnection between the collectors is a section of flexible stainless piping with two nuts. There are two of these included with each collector along with two seal washers. Up to 10 FPW25 collectors and 8 FPW30 collectors can be connected in to each other in a bank. r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): %:r?-JG.$ -Z:2,P/05�3 Address: &p r yh� City/State/Zip: hone #: Are you an employer?Check the aplWopriate box: Type of project(required): 1.❑1 l am a employer with 1., 4. ❑ [am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 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 an capacity. employees and have workers' Y P h'• 9. ❑ Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.[__1 I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 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. tContmctors 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'compensadan insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: `b Expiration Date: Job Site Address: / /� � :/�//>Gi City/State/Zip: 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 cerfify under the pains and penalties of perjuty that the information provided above is true and correct. Signature: Date: Phone#: 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax# 617-727-7749 www.mass.gov/dia Appendix 1 For the demolition of structures the building permit applicant shall attest that utility and other service connections are properly addressed to ensure for public safety. Please fill in the information below and submit this appendix with the building permit application. The building permit applicant attests under the pains and penalties of perjury that the following is true and accurate. Property Location (Please indicate Block# and Lot#for locations for which a street address is not available) No. and Street City/Town Zip Name of Building(if applicable) For the above described property the following action was taken: Water Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Gas Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Electricity Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Other (if applicable) Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Other (if applicable) Appendix 2 Construction Documents are required for structures that must comply with 780 CMR 107.The checklist below is a compilation of the documents that may be required for this.The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* Mark"x"where a licable No. Item Submitted Incomplete Not Required 1 Architectural 2 Foundation 3 Structural 4 Fire Suppression 5 Fire Alarm(may require repeaters) 6 HVAC 7 Electrical 8 Plumbing include local connections 9 Gas(Natural,Propane,Medical or other 10 Surveyed Site Plan Utilities,Wetland,etc. 11 Specifications 12 Structural Peer Review 13 Structural Tests&Inspections Program 14 Fire Protection Narrative Report 15 Existing Building Survey/Investigation 16 Energy Conservation Report 17 Architectural Access Review 521 CMR 18 Workers Compensation hisurance 19 Hazardous Material Mitigation Documentation 20 Other(Specify) 21 Other(Specify 22 Other(Specify 'Areas of Design or Construction for which plans are not complete at the time of application submittal must be identified herein.Work so identified must not be commenced until this application has been amended and the proposed construction document amendment has been approved by the authority having jurisdiction.Work started prior to approval may be subjected to triple the original permit fee. Registered Professional Contact Information Name(Registrant) Telephone No. e-mail address Registration Number m Street Address City/Town State Zip Discipline Expiration Date Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date Name(Registrant) Telephone No. e-mail address Registration Number Discipline Expiration Date Street Address City/Town State Zi The Commonwealth of Massachusetts �G � Department of Public Safety Massachusetts State Building Code (780 CMR) Building Permit Application to Construct,Repair,Renovate or Demolish any Building other than a One-or Two-Family Dwelling Code and Other Requirements for Building Permits The Department of Public Safety has issued these building permit application forms so that municipalities across the state can move toward use of a single permit form and consistent permit application process. The MA State Building Code specifies the requirements of building permits and the applicant is advised to review and be familiar with these requirements in order to avoid some of the common permit application problems. Likewise the applicant should be aware that some municipalities require that the owner confirm, even prior to acceptance of the building permit application, that no outstanding property taxes,water fees, etc.exist. Filing Instructions 1.Please contact the city or town where the work will be done to ensure that the city or town will accept this application form and if any additional information is required, and obtain the correct mailing address. After doing so, print the application, fill in completely and then submit to the local city or town where the work will be done. 2.All applications shall be considered complete and will be reviewed if construction documents, specifications, fee, and other materials that may be required as indicated in the Building Permit Application are included with the application. 3.Please include a check for the Building Permit fee. The fee may be calculated using the information to be supplied in section 12 of the Building Permit Application. The check is to be made payable to the local city or town where the work will be done.