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43-098 (3) # x 1' 11''.- ' QuikFoot — Product Guide Test Data: Lateral Load Test n a te ' # -- QuikFoot Pull Test Using 3" XHD Fasteners ,. Test Data Machine: Universal or tensile testing machine with a capacity of 5,000 lbs. or Substrate: 2X4 k :,, more. ASTM E74 certified load cell and display to measure load and a dial or Product: QKFT -Base Spruce Rafter Fastener: 3" XHD electronic indicator accurate to .001" to measure displacement. Failure: Any of the following occurrences shall be considered failure. Specimen: One solar bracket fastened according to the manufactures V _P � 3 k4 I d �� A. Fastener failure (fracture or withdrawal). � ,. r installation instructions to a 12 "x12 or larger section of the roof substrate. Sealants, flashings and other roofing materials that have no affect on bracket B. Structural failure of bracket. • f strength may be omitted from the assembly. Ultimate Load Mode of 1 '' $ 4. Test # Description I -'-','„= (Ibs) Failure Apparatus: A welded steel structure reinforced as necessary to prevent ; buckling, warping or twisting while the specimen is under load. The apparatus 1 3800 A Screws Pulled 1i is securely fastened to the bed of the testing machine. law: + 2 3895.4 A Screws Pulled 4 ., Setup: Attach the specimen to the apparatus using #12 or #14 self drilling ! = screws in sufficient quantity and spacing so as to prevent failure of the roof tl ., substrate prior the failure of the snow guard bracket. Position the apparatus on 3 3517.1 A Screws Pulled the test machine bed and connect the load cell to the bracket so that the load s is applied as it would be during normal service. Mean 3737.5 IT T ' Procedure: Photograph the specimen and apparatus prior to testing. Load the bracket slowly with an upward pull until failure. Photograph the specimen after Additional Notes: Pull Test Ott., testing. Do a minimum of three tests using a new specimen for each test. If 6 ; after three tests the results are inconsistent, conduct two additional tests. t�a Failure: Any of the following occurrences shall be considered failure. QuikFoot Lateral Resistance and Uplift Testing ' ji :i" A. Fastener failure (fracture or withdrawal). Follow this link to access the PFS Test Report #12 -002 for QuikFoot Lateral Resistance and 1 Uplift Testing ASTM D1761 -06 r = °' B. Structural failure of bracket. Reporting: On the data sheet, record the ultimate load (in pounds) and "� P g (i P ,. mode of failure for each test. Calculate and record the mean load for all P tests conducted. Note any unusual observations during testing as well as a description of the specific failure observed for each test. Fill out all requested e i 3 information on the data sheet. 11 !i s 877- 859 -3947 Committed to the Support of Renewable Energy © EcoFasten Solar' All content protected under copyright. All rights reserved. 07 /25/2012 5.6 t i , 4 ' QuikFoot — Product Guide Test Data Lateral Load Test * : .. =', QuikFoot Lateral Load Test Test Data ' Machine: Universal or tensile testing machine with a capacity of 5,000 lbs. or Substrate: 2X4 -: more. ASTM E74 certified load cell and display to measure Toad and a dial or Product: QKFT -Base Fastener: 3" XHD electronic indicator accurate to .001 " to measure displacement. Spruce Rafter Failure: Any of the following occurrences shall be considered failure. por 1 ' Specimen: One solar bracket fastened according to the manufactures €f .1 4 0 },1 insta instructions to a 12 "x12" or larger section of the roof substrate. A. Fastener failure (fracture or withdrawal). ; ,, Sealants, flashings and other roofing materials that have no affect on bracket B. Structural failure of bracket. 41 J `� - t strength may be omitted from the assembly. -C II.4,1a Ultimate Load Mode of l f; Test # Description (Ibs) Failure Apparatus: A welded steel structure reinforced as necessary to prevent buckling, warping or twisting while the specimen is under load. The apparatus 3 P is securely fastened to the bed of the testing machine. 1 1179.7 B Bent 30 Degrees OW V, s _ Setup: Attach the specimen to the apparatus using #12 or #14 self drilling 2 1280.3 B Bent 30 Degrees _ screws in sufficient quantity and spacing so as to prevent failure of the roof tat:04 substrate prior the failure of the snow guard bracket. Position the apparatus on 3 4304.5 B Bent 30 Degrees ' ; ' j / the test machine bed and connect the Toad cell to the bracket so that the load # l is applied as it would be during normal service. Mean 1221.3 Procedure: Photograph the s specimen and apparatus prior to testing. �, t� �,- P PP P 9• Load the bracket slowly with an upward pull until failure. Photograph the specimen after testing. Do a minimum of three tests using a new specimen for each test. If Additional Notes: Lateral Test on 3" post after three tests the results are inconsistent, conduct two additional tests. ` f Failure: Any of the following occurrences shall be considered failure. t f g t A. Fastener failure (fracture or withdrawal). B. Structural failure of bracket. 0 Reporting: On the data sheet, record the ultimate load (in pounds) and �d s � ,. mode of failure for each test. Calculate and record the mean load for all 1 ' y,_ tests conducted. Note any unusual observations during testing as well as a :441-.11.,(.1; " description of the specific failure observed for each test. Fill out all requested - information on the data sheet. t , 877- 859 -3947 Committed to the Support of Renewable Energy © EcoFasten Solar®AII content protected under copyright. All rights reserved. 07 /25/2012 5.5 ( i, Vi c Qu — Product Guide Test Data Load Test QuikFoot Pull -Out Test Cont. ''''''Al In each pull out test the mode of failure was withdrawal of the screws at the A'- maximum Toad. Some deformation of the QuikFoot occurred in each test (figure 5). `S'� The Average maximum load was 2312.21b. i i Pull Out £ . I -iil" ` Test Max Load (Ib) Mode of Failure it4 i, 1 1 2463.5 Screw Withdrawal $ ) k ` 2 2375.3 Screw Withdrawal F 8�. �.._, . f -- 3 2060.8 Screw Withdrawal 11 \\ IN ) tv t-; 1 ; 4 2301.0 Screw Withdrawal 5 2360.3 Screw Withdrawal Average 2312.2�� f r k • ,t-ii, -11 -i,, , 3 ,-, , : . ' Fig 5 t $ C ' i,1-;,k,1 i y E z -.s p 877- 859 -3947 Committed to the Support of Renewable Energy © EcoFasten Solar® All content protected under copyright. All rights reserved. 07 /25/2012 5.4 S , y# a 1, : QuikFoot — Product Guide Test Data: Load Test Q F «� �` = determined the maximum p were conducted, a pu Ar Quik Foot Pull out Test %` = These tests determull -out and momentand two a moment QuikFoot tes would sustain before failure. Three series side of tests load was well out test where •= -p , � The the QuikFoot was pulled direct l from the "roof" ts with s different average length max posts where a applied parallel to the "roof". maximum pull out load was determined to be 2312.21b while the t � 3 1 average maximum moment was determined to be 2948 in Ib. � � � t)= For each test, to simu a typi roof the Qui kFoot would be installed on, a l lAtA,A 441 � )_ 12 "x12" square of .5" plywood was screwed to the top edge of a 12 long spruce' _. 2x4 with 1.5" decking screws. The QuikFoot was then for fastened each test. through the center _ of the plywood into the top edge of the 2x4 with two TFC #14 concealer screws �� (Figure 1). A new QuikFoot and screws were used ' • 3 �� � f For the pullout tests, the load was applied along the axis of the 1 " diameter F x aluminum post screwed onto the of the QuikFoot (Figure 2). The plywood 2x4 assembly was clamped to the base of the testing machine through a welded steel 3 �: z � frame that surrounded the assembly (figure 2). r 3 A: Fig 1 top e .:: K Fig 2 ; 877 859 3947 Committed to the Support of Renewable Energy ©EcoFasten Solar®AU content protected under copyright. All rights reserved. 07/25/2012 5.3 N� R QuikFoot — Product Guide Test Data: Load Test QuikFoot Moment Test Cont. �� ' The most common mode of failure for the moment tests was withdrawal of the, �; „ =" lower screw. However there were a few tests where the head of the lower screw '` had failed. In each test the post would deflect approximately 15 20 degrees , �v from horizontal (Figure 6). Typically the post would start to deflect at a load ,- approximately half the maximum load. In each test the QuikFoot was deformed, �. �,..� .. ;� as the upper edge of the post dented the top surface of the QuikFoot (Figure 7). � ��, From the average maximum load of each series of moment tests it can�� be determined that the average maximum moment for the QuikFoot is ����� � � 2948 in Ib. a��� t A„ 507.0 lb x 6" = 3042 in Ib g .; 951.5 lb x 3" = 2 854.5 in Ib ,,,. ...:.: .'.. , ,, ''' .,,„.„.. ,:,.....:,3:047..„1.1„.„1,11r4j.,,,,..it,..4111:01,1,1*.s„...-4*---1193*'..','7,:t.: ..:1:::.''::.':: '''''''''' ':. ' � � v (3042 + 2854.5) = 2948 in - lb k Iii Fig 6 ;t o , : d _ i x ,,,., ,--t. itsfvr _.: ,,, , , ..,1,:sir,,,...k,.. „,, . p - --;7111mi......... :*:::::. .. .......,........„1„.".„,,,,,:._....„.„.,:, .. . ,,v, :...„.„.„.„.,,, :..,.....„.„,„....:„.„:. ,., .1/4. ,...,....,.....:„.„.......... . _ ,... .,.... ,,......„,,,,,..„........ ....._.......„ .... ..,. ..,....,...,_ ..„............_ 4,,,t..-40,.....,,,..,.,:* 0 ' - '''' \'' t 4/ ' a • Fig.7 877-8 59 3947 Committed to the Support of Renewable Energy © Ecofasten Solar®All content protected under copyright. All rights reserved. 07/25/2012 5.2 £ ' QuikFoot — Product Guide Test Data: Load Test 4 4�' z T � �G W Fr _ t'. d r 4 bs QuikFoot Moment Test 4 t For the moment tests, the load was applied parallel to the axis of the 2x4 to the top of the 1" diameter aluminum post. The plywood -2x4 assemblies were fastened to a -. i s g , + , welded steel structure which was bolted to the base of the testing machine (figure 3 and 4). Five tests were done for both 6" long posts and 3" long posts. z i t Loads were applied slowly, each test taking 3 -5 minutes until failure. The Toads were , 1 : measured by an ASTM E74 calibrated load cell and display. The results were recorded ,_ as follows. ,iS. ,,, '''.-':';" F 33 1. £3 - Moment, 6" Post Test Max Load (Ib) Mode of Failure , 1 470.7 Lower Screw Withdrawal Fig .3 4a 2 676.4 Over 30 Degrees Deformation , , ; t 3 467.6 Lower Screw Withdrawal � � 4 550.5 Lower Screw Head Failure . „ 5 370.0 Lower Screw Withdrawal 3 , Average 507.0 !1 1 w ,` Moment, 3" Post ki...... ., �; �k � ,; Test Max Load (Ib) Mode of Failure leo 4 ' 1 955.7 Lower Screw Withdrawal" 2 1113.9 Lower Screw Withdrawal . i 3 1003.4 Lower Screw Head Failure ' _s h � 4 856.3 Lower Screw Withdrawal r, y. g1,1-. 5 828.3 Lower Screw Withdrawal i 5 Average 951.5 Fig.4 1 3 5.1 3 877- 859 -3947 Committed to the Support of Renewable Energy © EcoFasten Solar®All content protected under copyright. All rights reserved. 07/25/2012 12 ■ 2Fr 12 182 10 C 517i 24 FG SFr — — -- —_ 24 28 1352 ■1111 6 21 Rafters: 2x8, 16" oc, S -P -F #1, 6:12 pitch Sloped roof snow load = Cs *Pf Northampton Ground Snow Load: 40 psf Flat roof snow load (PO = 0.7 *Ce *Ct *1 *P per ASCE, Ch 7, roof snow load calculates to 27.72 = 0.7 *0.9 *1.1'40 = 27.72 exposure = 0.9 from CMR Table 5802.5.1(3) - thermal = 1.1 Ground snow Toad 30 psf, no ceiling: Importance = 1.0 ground snow load = 40 Dead Load = 10 psf : max span is 15'1" slope factor = 1.0 Dead Load = 20 psf : max span is 13'6" Item Weight (psf) Northampton is a 90 MPH wind zone. The solar collectors 4.1 solar collectors will be mounted 'flush' asphalt roofing 2.0 to the roof. The brackets are attached with 1/2 plywood sheathing 1.7 4" x 5/16" stainless steel lags screw which 2 x 8 rafters 16" oc 2.2 provide sufficient embedment in the rafters 10 psf and will sufficiently resist the design uplift, as per manufacturer's testing. 1 Massachusetts - Department of Public Safety Board of Building Regulations and Standards Construction Supers i+or 1 & 2 Family License: CSFA- 101264 BRUCE D DIKE - l 677 TEMPLE STREET DUXBURY MA 62332 92.... ' Expiration Commissioner 05/23/2014 L , Je lowymonakiald or✓ffaaaaciivaelt'a Office of Consumer Affairs & Business Regulation i , -_-- — HOME IMPROVEMENT CONTRACTOR �,, �_ -_ Registration: 160450 Type: `' -'_I =t Expiration: 7/29/2014 DBA BR CE DIKE ALTERNATIVE ENERGY BRUCE DIKE 677 TEMPLE ST DUXBURY, MA 02332 Undersecretary RLL CERTIFICATE OF LIABILITY INSURANCE OP ID MP DATE (MMiDD/YYYY) 1 10/15/12 PRODUUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Michaud, Rowe And Ruscak Ins . HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P . O. Box 188 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. North Andover MA 01845 Phone: 978 688 8829 Fax: 978 557 2130 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Harleysville Worcester 26182 INSURER B: Travelers Insurance Company New England Solar Hot Waterinc Bruce Dike INSURER C: Hanover Ceded Auto 677 Temple St INSURER D: National Union of PA Duxbury MA 02332 INSURER E: COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADO'L POLICY EFFECTIVE POLICY EXPIRATION LTR INSRC TYPE OF INSURANCE POLICY NUMBER DATE (MM /DD/YYYY) DATE (MM /DD/YYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1000000 A X COMMERCIAL GENERAL LIABILITY SPP42517H 09/11/12 09/11/13 PREMISES (Ea $ 100000 CLAIMS MADE LX OCCUR MED EXP (Any one person) _ $ 5000 PERSONAL & ADV INJURY $ 10 0 0 0 0 0 GENERAL AGGREGATE $ 2000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2000000 POLICY ri JECOT- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1000000 C ANY AUTO SPP42517H 09/11/12 09/11/13 (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ NON -OWNED AUTOS (Per accident) Form CA0001 PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE $ 2000000 D X OCCUR CLAIMSMADE CMB92125K 06/14/12 06/14/13 AGGREGATE $ 2000000 $ DEDUCTIBLE $ RETENTION $ $ X TORY LIMITS WORKERS COMPENSATION STATU- OER AND EMPLOYERS' LIABILITY B ANY PROPRIETOR/PARTNER/EXECUTIVF 1 TO BE ISSUED BY E.L. EACH ACCIDENT $ 500000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) TRAVELERS E.L. DISEASE - EA EMPLOYEE $ 500000 If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ 500000 OTHER DESCRIPTION OF OPERATIONS/ LOCATIONS/ VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION NORTHH1 DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL City of Northhamp ton , Office IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR of the Building Commissioner 212 Main Street REPRESENTATIVES. Northhampton MA 01060 AUTOO' � ; REPRESENTATI /• // ACORD 25(2009/01) o - i A ION. All rights reserved. The ACORD name and logo are registered marks of ACORD A egoi Avp r op i P e ( N), an pilu4 p- - )1111 )( DV - m - cQ ON 1\i( W � ) 4 1 a....1..,, LL 9 J pH iy I ' roaIN 4 :9 c)) p any lbw as� �a J - f.1w 14b 4/1, Li ff) rtro)5, sV MTh < 4.-ys I <st 4,13 3tiori 1/ hvti /p) to) not) ao ti9J pol( b ■J afi wou 10) Ja ,p OD) rith9Istrita) AO Si/01 19A 1106 i t —T- 1 444.1-14y J 1fti (1) h/ $.° w" rhv ' ,pry} hy a414) -- Mjh 4Al _,0 r \ i■J W pv(10 in,ipitper 040))11:0 C I s' '(c VP , I ,- oi a�►, Installation manual for roof bracket Al pro on a Composition Shingle Roof Wagner &Co No need to remove any shingles if you can locate the rafters. Tools Required: • Drill, socket drive for lag bolt, tape measure, stud finder, chalk line, caulking gun etc. 1. Locate the rafters and snap horizontal and vertical lines to mark the installation position for each roof bracket. 2. Center the roof bracket over the rafter. 3. Drill a pilot hole for the lag bolt. 4. Caulk hole to prevent moisture entering the roof structure 5. Insert the lag bolt with neoprene- bonded washer and Tric A clamp to the roof braket. Do not tighten the clamp at this point of installation. 6. Attach rubber rings to TRIC A rail connectors after connecting. Those rubber rings prevent damage to the roof structure (see next page for details). 7. Attach TRIC A rails to the roof brackets and tighten to approximately 97 Ibf in to ensure a watertight seal. 4x Q 4x CD CO 4x J o • \ ',, �o 4x 4,® /. 4x v ;. \k y k \N, �, �4 Scope of delivery (from upper left): 4 rubber grommets, 4 washers, Locate rafters, properly place flashing and base plate, mark 4 collector damps, 4 base plates + flashing, 4 hex wood screws. position, drill pilot hole. 4#\ • Al 1 I I 1 0 4 , ■'0A . „iwil • `b 44 \ 178 . Caulk hole to ensure water tightness. Attach clamp with screw and washer as shown above. DO NOT TIGHTEN YET! 72 2. Horizontal Installation 2 ,,: ,. 0.4 1 \ rte; 7 �� r' \ 4 � 3 Figure 5 Basic set for on -roof installation (collectors are not included in delivery) 2.1 Scope of Supply Table 1 Figure no. I Components: Basic Set for On -Roof Installation 1 Quantity 1 I Roof bracket' (6) 2 2 Collector supporting rail 49.5 inch (1257 mm), incl. 2 collector clamps 2 3 Collector supporting rail 48.2 inch (1223 mm), incl. 1 collector clamp 2 4 Collector supporting rail connector 12 6 Collector connection hose for solar circuit, 35.4 inch (900 mm) length 2 7 Gasket's" 6 8 Adapter fitting " - tocopperpipe 2 9 I Wire Strap 1 The included collector holders are not required for horizontal installation I (4) ' Not included in set; choose according to roofing type. 2 Required quantity depends on structural load calculation. EN- XXX_EURO TRIC- A_MA- 11216A00_MA -1 001 1 9- 1 1 21 6A00 50 , Installation of the rails 0 P 1 4 \ <A 2 N i tio\ e , 400\. IV \ \I"...ai. / 30 Nm \ \ \ Already connect the rails `!o` ~ while still on the ground \ ,t, 4/ Figure 13 Overview of rail installation (1) Rail with two collector clamps; (2) Rail with single collector clamp (not in case of only one collector or two collectors side by side) Table 9 Segment Length (inch) For the side b side installation of two collectors the four D. supporting rails of type 1 (see figure 13) must be aligned EURO C20 AR M8 EURO C22 AR M10 at the given distance (see figures 5 and 6). A min. 63" (1600mm) min. 59" (1600mm) B 39- 51" (1000 - 1300mm) 35 - 47" (900 - 1200mm) C 3/4" - 7.8" (20 - 200mm) 3/4 "- 7.8 "(20- 200mm) US -XXX SECUSOL TI -MA- 100621- 1121R800 15 84.7" I • A Co EURO C20 AR -M • • • J G SECUSOL G - 4444 .gsas. • C G —�� G A • c a G G —I •_.1 'Jr t-- — H (1) Flange with sacrificial anode; (2) 0" venting socket Dimensions of cylinders are without insulation. Figure 4 Dimensions of EURO C20 M8 solar collector and SECUSOL 350 solar cylinder (for dimensions see table 2) (1) Flange with sacrificial anode 6 US- XXX_SECUSOL_TI -MA- 100621 -1121 R800 1. Technical Data Feature EURO C20 AR EURO C20 HTF EURO C22 AR EURO C22 HTF Total area / aperture area 2.61 / 2.39 m 2.24 / 2.02 m Size WxHxD 2151x1215x110mm 1930x1160x110mm n =85.4% n =81.8% no= 85 . 4 % T1 =81.8% Efficiency (DIN 4757- 4) k = 3.37 W /m k = 3.47 W/m ki = 3.37 W/m k = 3.47 W /m k2 = 0.0104 W /m k = 0.0101 W /m k = 0.0104 W /m k = 0.0101 W /m Incident angle modifier kd = 97 % kdi = 94 % kd = 97 % kdir = 94 % kdiff = 94 % Ic dfff = 88 % kdlff = 94 % lcdif = 88 % Annual collector yield 546 kWh /m 509 kWh /m 546 kWh /m 509 kWh /m (ITW 5 m Collector housing 60mm back insulated and frame insulated aluminium casing; specific heat capacity 4.7 kJ /(m 4 mm solar safety 4 mm solar 4 mm solar safety 4 mm solar Glass cover glass with sunarc ® - safety glass glass with sunarc®- safety glass antireflex- coating antireflex- coating Transmission t = 96% t = 91 % c = 96% 1 = 91 % Absorber Heat conducting sheet and pipes made out of copper, max. pressure 10 bar Absorber coating Highly selective vacuum coating, a = 95 %, s = 5 % Absorber capacity 1.3 litre 1.1 litre Conductor fluid DC20 (Propylenglycol with inhibitors), mixing ratio according to requirements Working pressure Max. 10 bar Idle temperature (according to DIN 4757 -3) 232 °C 227 °C 232 °C 227 °C Sensor tube 6 mm internal diameter Connections 1/2" male CE fable TUV certificate 0036, EC type test (Module B) in accordance with EU direction 97/23/EC Max. allowed pressure /suction forces 2.25 kN /m (take wind and snow loads into account! Consider static capacity of roof!) Inclination range 10 tor o - f and free standing setup, 27 - 85° for roof integration Weight 48 kg 43 kg * Calculated for 4 person household at WUrzburg /Ger y with 300 I s ar cylinder and 5 m collector area. Table 1 Technical Data EURO C20/C22 Pressure losses (mbar) Pressure losses (mbar) 200 200 180 A 180 4 EURO in series A 160 11111111111= 160 ti 140 • 140 in series Ey EN 120 NC 120 100 �O 100 -_• rdial 80 3 EURC in serie• - _• .C^ 80 M" 60 � � re i a 60 111111111111111111111511 40 � � 42i 40 4 2 EUR _ _ C in se�sOM 20 20 0 %!' o• • 0 50 100 150 200 250 300 0 50 100 150 200 250 300 Flow rate (litre /h) Flow rate (litre /h) Figure 2 Pressure loss EURO C20 in relation to the volume flow and Figure 3 Pressure loss EURO C22 in relation to the volume flow and and the number of collectors connected in -row; and the number of collectors connected in -row; Volume flowv= 301 / m heat transfer medium: 40% glycol, 60% Water Volume flowv= 301 / m heat transfer medium: 40% glycol, 60% Water at 30 °C; examples with v= 301 /m pressure losses do not account for at 30 °C; examples with v= 301 /m pressure losses do not account for connections and connection pipes connections and connection pipes 2 EN- EURO -C20- C22 -T1- 0701- 11201000 114 TECHNICAL INFORMATION Wagner &Co EURO Solar Collector Type C20/C22 EPDM rubber seal with vulcanised comer joints Anodised aluminium Highly transparent casing safety glass Selective coating Corners without • • heat bridges Ultrasound fused copper absorber • ',faY ' d 60mm insulation CE — Aluminium back • Figure 1 The EURO C20/C22 - powerful, versatile and rapidly installed Advantages High Efficiency through Perfect Details Adaptable Arrangements and Installations Thanks to its highly selective vaccuum coated flat plate ab- On -Roof Installation sorber, a 60 mm back insulation and the seamless side insu- The collectors can be installed above the roof surface lation, the EURO solar collector is characterized by very low with rafter brackets or mounting rails, either horizontally heat losses. In addition it is equipped with highly transpar- or vertically (horizontal preferred). Even during the in- ent solar glass. The EURO C20 AR variation additionally fea- stallation, the roofing remains almost completely un- turessunarc® anti reflection glass increasing the solar yield harmed. We offer roof-anchors and rafter brackets for al- by an additional 6-10% thanks to intelligent nano - technol- most every roofing type. Up to 4 EURO collectors can be ogy based upon the moth -eye effect. connected in series. The connection hoses with pre -as- sembled insulation also significantly simplifythe on -roof High - Quality Materials pipeworks. Distribution pipes on the roof are not re- Anodised aluminium profiles, aluminium back, high- trans- quired. parency safety glass cover, weather resistant EPDM rubber <` In -Roof Installation seals with vulcanised corner joints and ultrasound- fused, The attractive in -roof installation is possible for roofs heat - resistant copper absorber ensure safe operation for with a minimum pitch of 27% and any tile cover. In this decades. case the collectors are installed vertically, with the con- nections pointing upwards. The aluminium and corru- Excellent Price /Performance Ratio gated lead flashing can be joint without solder. Tested quality according to European norm EN 12975 and Free Standing Installation the CE label. Repeated awards from the Independent Insti- The free standing set up allows horizontal or vertical in- tute for Consumer's Goods Testing "Stiftung Warentest ". stallation with adjustable inclination. Concrete slabs or gravel covered aluminium trays can be used as founda- Simple and Fast Installation tion. Tried and tested installation kits, photo - instructions and weldless connections to the solar circuit. Solar Thermal / Solar Collectors EN- EURO- C20- C22 -TI- 0701- 11201000 1 1 1 2 1 ; 1 4 I I 1 7 I e i f 110 1 71 1 ,0 1 1 1 14 1 x I M y A l 1 FY+.i A 2 new solar hot water collectors - - (B7" wide x 48' tall, each) e / / 0 South 0 0 4C ^ t E 0 Solar hot water collector mounting detail (2x) Wagner AR20 - 19 Whitler St. Northhampton, Ma. 0 0 CnUartnr attorhment gletails - Ecofasten 'Quik Foot' specifications and load test report ate http: / /www.ecofastensolar,com /our - products /quik -foot ■.+ 164077 `"^ - -^w hob O.Yy Wit Y. tr M Y m4.11' Mlil�Irt Mlt i1W� NESHW.CDM ubwom_oueot I =L 1 1 2 1 3 1 4 I 5 I 6 I 7 1 1 1 1 1 3 1 1 1 1 1 16 I 11 1 12 1 171 1 74 1 75 1 ffi f I_ J NEW ENGLAND 3 ' , LAR , ho HOME I SCHOOL I BUSINESS BUYER'S RIGHT TO CANCEL Proposal D0022. 8/24/12 if this agreement was solicited at or near your residence and you do not want the goods or services, you may cancel it by mailing a notice to the seller. If you cancel, the seller may not keep any part of your cash down payment. You must say, in the cancellation notice, that you do not want the goods or services and mail it before midnight of the 3rd business day after you signed this contract to the address at the bottom of this form. Total Amount $7,200 Deposit $500 Due prior to start of project $3,100 Balance upon completion $3,600 The homeowner: /Agrees that he/she and has read this agreement and any addenda and the terms, specifications and conditions are satisfactory. *presents and warrants that he /she is the owner or authorized agent of the Construction Address. You are authorized to work as specified and payment will be made as outlined above. Homeowner's signature of acceptance `/ Pr/ Date / Z Contractor's signature of acceptance v`�" `,..‘ ,`'"" Date /0 / 1X11 — This contract may be withdrawn if not accepted by the Contractor within 60 days. neshw.com A SOUTH SHORE SUSTAINABLE BUSINESS 677 Temple St. Duxbury, Ma 02332 Phone: 7815368633 Fax: 815 301 8678 bruceQaneshw.com Ma. HIC license 160450 Proposal Status: active NEW ENGLAND Date: 8/24/12 QUOTE: D0022 T AR Expiration Date: 9/24/12 i f , �► hot .._ HOME I SCHOOL 1 BUSINESS TO John Celentano 19 Whittier Street Northampton, MA 01062 9A/3-58)._-0(7 Salesperson Job Delivery Date Payment Terms Dave 2 Wagner collectors, 92.5 gallon solar domestic hot water system TBD upo down, balance upon completion Description _ -- -- — Qty. Unit Price Install solar domestic hot water collector, indirect heating loop, storage and all associated $7,200 1 controls and hardware. Existing hot water heater to serve as back -up. Wagner Secusol System 2 Wagner EURO C20 AR flat plate solar collector array Integrated solar circulation components in the 92.5 gallon storage unit Micro tubing (copper) supply and return lines UV proof insulation on exterior and interior solar lines Propylene glycol heat exchange loop $7,200 NESHW provides an 11 year warranty on the system L Total $7,200 neshw.com A SOUTH SHORE SUSTAINABLE BUSINESS 677 Temple St. Duxbury, Ma 02332 Phone: 7815368633 Fax 815 301 8678 bnuae1)neshw.com Ma. HIC license 160450 The Commonwealth of Massachusetts Department of Industrial Accidents i Print Form MOO .11= Office of Investigations 1 Congress Street, Suite 100 4j Boston, MA 02114 -2017 = t www.mass.gov /dia Workers' Compensation Insurance Affidavit: Builders / Contractors /Electricians/Plumbers Applicant Information Please Print Legibly Name ( Business /Organization/Individual): 1 i , IUi Q r (di Brat ()Kt Address: 6 T7 pir LS 1- - City /State /Zip: cfambv rs j A44 Phone #: ..741 C 3C Are you an employer? Check the appropriate box: Type of project (required): 1. 1 am a employer with 6 4. 0 I am a general contractor and I employees (full and/or part- time).* have hired the sub - contractors 6. 0 New construction 2. I am a sole proprietor or partner- listed on the attached sheet. 7. 0 Remodeling ship and have no employees These sub - contractors have 8. 0 Demolition working or me in capacity. employees and have workers' g any p �' t 9. 0 Building addition [No workers' comp. insurance comp. insurance. required] 5. 0 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.] t c. 152, § 1(4), and we have no employees. [No workers' l3 Other .c���/ f Cr41 ° (' comp. insurance required.] Oder (eite r *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. tContractors 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. r--- Insurance Company Name: / � v� viers .271 c4 lit 1y ` /" Cm pan y ►� Policy # or Self ins. Lic. #: C, Liq 1,0 Pii 7� ' I/ Expiration Date: L2 ) Job Site Address: / 9 wAimer Cit /State /Zip: f Ait toOw I M''4 C!©t �.. 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 c4 tify under the pain • ' pe , ties o perjury that the informal ion ptovided above is true and correct. Signature: �� Date: 10f / 6/ /1- Phone #: / Sat c � 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 #: SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: ++,� Not Applicable ❑ Name of License Holder : r v c t. k e I v ).) License Number 671 T &+. ottXbUrl M4 t)3..)._. sja r41 Address Expiration Date //' 7 ► s A nature Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ O A e Like /QJkrp Cif Ye Ep y j 6 e ST Company Name Registration Number 6 1 ieivr 1L , tJ burry A1A- e 3 .z 1).111 14 Address Expiration Date c Telephone a / — SECTION 10- 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 No ❑ 11. - Home Owner Exemption The current exemption for "homeowners" was extended to include Owner occupied Dwellings of one (1) or two(2) families and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person (s) who own a parcel of land on which he /she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm structures. A person who constructs more than one home in a two - year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official, that he /she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) New House II In In ReplacemenQindows Alteration(s) • Roofing • El El Or Doors 0 LI D Accessory Bldg. Demolition New Signs [ ] Decks [ 1 Siding [ 1 Other Brief Description of Proposed ( � O i &' I ) & * (c) kr Work: ..,1- fl.4 V ! l Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll - Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . 1. Septic Tank City Sewer Private well City water Supply SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1 jai [.1 t? Ien - itt 10 , as Owner of the subject property hereby authorize ter u t t`. 01 ' �( `tL to act on my behalf, in all matters relative to work authorized by this building permit application. et o1 C_ ac /t? I ,prGpCJ� /0/1611.L S ignature of Owner I Date I, Sr u (e Iii ' `t_ , 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. RrLItt .Ag r _ Print Name ifYinM Signatur• . Owner /Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information 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 (Lot area minus bldg & paved parking) _ # of Parking Spaces Fill: (volume & Location) i 1 A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO ® DON'T KNOW 0 YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW 0 YES IF YES: enter Book Page and /or Document # B. Does the site contain a brook, body of water or wetlands? NO ® DON'T KNOW © YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained ® , Date Issued: C. Do any signs exist on the property? YES ® NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES ® NO 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 ® NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Department use only RECE1 i D City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit OCT 1 g 212 Main Street Sewer /Septic Availability Room 100 Water/Weli Availability DEPT. OF BUILDING INSPECTION Northampton, MA 01060 Two Sets of Structural Plans "ORTHAMPT°" "^A " ^aotflon 4', 3 -587 -1240 Fax 413 -587 -1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION 1.1 Property y A / dd g (A ress � : j This section to be completed by office / l JlTier' Sir' Map Lot Unit Zone Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: Tohn Celerrittno 13 NkitIter:S1., IsiorlimitipiCyl ,MA CIO6Z. Name (Print) Current Mailing Address: Telephone Signature 2.2 Authorized Agent: , fi (e 6 l Te►+ S +•, Avr1 1 itoA cZ3.)._ Name (Print) Current Mailing Address: Sig re Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building (^' fo (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from (6) 3. Plumbing l i 00 Building Permit Fee 4. Mechanical (HVAC) 00 5. Fire Protection 6. Total = (1 + 2 + 3 + 4 + 5) 1 .ate Check Number /Oil yr�J This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner /Inspector of Buildings Date 4 File # BP- 2013 -0464 APPLICANT /CONTACT PERSON NEW ENGLAND SOLAR HOT WATER INC ADDRESS/PHONE 677 TEMPLE ST DUXBURY (781) 536 -8633 PROPERTY LOCATION 19 WHITTIER ST MAP 43 PARCEL 098 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out jai/ Fee Paid ja r VV �� Tvpeof Construction: INSTALL SOLAR HOT WATER COLLECTOR New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 101264 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO PRESENTED: p proved 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 Demo 'don Delay Signa of Building Official ate g g 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 40A. Contact Office of Planning & Development for more information. 19 WHITTIER ST BP- 2013 -0464 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 43 - 098 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: PLUMBING RENOVATION BUILDING PERMIT Permit # BP- 2013 -0464 Project # JS -2013- 000740 Est. Cost: $7200.00 Fee: $55.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: NEW ENGLAND SOLAR HOT WATER INC 101264 Lot Size(sq. ft.): 72309.60 Owner: CELENTANO JOHN J & GEOFFREY W LOCKE Zoning: Applicant: NEW ENGLAND SOLAR HOT WATER INC AT: 19 WHITTIER ST Applicant Address: Phone: Insurance: 677 TEMPLE ST (781) 536 -8633 Workers Compensation DUXBURYMA02332 ISSUED ON:11/14/2012 0:00:00 TO PERFORM THE FOLLOWING WORK: INSTALL SOLAR HOT WATER COLLECTOR 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: Oil: 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: FeeType: Date Paid: Amount: Building 11/14/2012 0:00:00 $55.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner