Loading...
21-A137TOWN OF YARMOUTH 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 Telephone (508) 398-2231 Ext. 1292—Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE APPLICATION FOR CERTIFICATE OF APPROPRIATENESS Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as amended, for proposed work as described below & on plans, drawings, photographs, & other supplemental info accompanying this application. PLEASE SUBMIT 4 COpleS OF SPEC SHEET(S), ELEVATIONS, PHOTOS, &SUPPrReroFoarage' ION. Check All Categories That A I Indicate type of Building: Commerciall 1) Exterior Build' New Building .l t Addition Iterations Shed Solar Panels Other: 2) Exterior Painting: Siding Shutters II Doors Trim IIOther: FRECEIVED 3) Signs/Billboards: n New Si n Change to Existing Sign AUG 13 2021 4) Miscellaneous Structures: Fence Wall Flagpole IIPool IIOther: Please type or print legibly: YARMOU i r, Address of proposed work: 31 Eileen St, Yarmouth Port, MA 02675 OLD KiNG'S HIGHWAY MaplLot # Owner(s): SCOTT WITHERELL Phone #: (508) 364-1985 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 31 Eileen St, Yarmouth Port, MA 02675 Year built: 1970 Email: mapermits@visionsolar.com Preferred notification method: 11 Phone19z Email Agent/contractor: PAUL DEGRAY 1 VISION SOLAR LLC _ Phone #: 8562421295 Mailing Address: 501 E BLACK HORSE PIKE, BLACKWOOD, NJ 08012 Email: MAPERMITS@VISIONSOLAR.COM Preferred notification method: 1:1Phone X Email Description of Proposed Work: INSTALLATION OF 23 ROOF MOUNT SOLAR PANELS - 7.82KW 141 kv 8/2/2021 Signed (Owner or agent): Date: Ownerlcontractorlagent is aware that a permit is required from the Building Department. (Check other departments, also.) If application is approved, approval is subject to a 10-day appeal period required by the Act. This certificate is good for one year from approval date or upon dale of expiration of Building Permit, whichever date shall be later. All new construction will be subject to inspection by OKH. OKH-approved plans MUST be available on -site for framing & final inspections. Rcvd 7__T Amountnt Cash1CK #: Rcvd byc7,Q-- 45 Days: Date Signed: Approved Approved with Modifications Denied Reason for Denial; Signed: APPLICATION GENERAL SPECIFICATION SHEET Project Address: FOUNDATION: Material: Exposure (Not to exceed 18"): CHIMNEY: Material/Color: GUTTERS: Material/Color: ROOF: Material: Pitch (7112 min) Height to Ridge: Color: SIDING: Material/Style: Front: Color: Front: _ Sides/Rear: Sides/Rear: TRIM: All windows & doors to be trimmed with: 1x 4 1x5 (Circle one.) Material: Color: DOORS: Qty: Material: Color: Style/Size (if not listed/shown on elevations): STORM DOORS: Qty: Material: Color: GARAGE DOORS: Qty: Mat'I: Style: Color: WINDOWS: Qty/side:: Front: Left: Right: Rear: Color: Manufacturer/Series: Material: Grilles (Required : Pattern (6/6, 211, etc.) Grille Type: True Divided Lite: Snap -In: _ Between Glass: Permanently Applied: =Exterior Interior STORM WINDOWS: Qty: Material: Color: COLOR CHIPS SHUTTERS: WT. Style: Paneled Louvered Color: SKYLIGHTS: Qty: Fixed Vented Size Color: DECK: Size: Decking Mat'I: Color: Railing Mat'l: Style: Color: WALLS/FENCES* (Max W height): Height: Mat'l: Style: Color: (Show running footage & location on plot plan.) *Finished side of fence must face out from fenced in area. UTILITY METERSIHVAC UNITS: Location: Screening LIGHTS: Qty: Style: Location(s): LIGHT POSTS: Qty: _ Location(s): Additional information: Material: Color: Color: 2-General APPLICATION #: �� •,`d fit",; t`" l''rryf a Y Meter Close up Picture I LA TYPE C) 9 IOTA 1:0Kh VAR RECIRIC 2365052 •� FMB +'� L TM 55020 �.1 T�grq{ rT�l Meter Location Picture 25 Feet Away Main Electrical Panel Picture (Close up) Main Electrical Panel Picture (Far Away) ;��". �f. Rafter Width Rafter Depth Rafter Spacing To whom it may concern; I, Scott Witherell , am the owner of the property located at Street Address: 31 Eileen st TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE Applicant's (Owner) Name: Property Address/Location- Hearing Date: 8/23/2021 ABUTTERS' LIST DONALD DEAN 31 EILEEN ST, YARMOUTH PORT, MA 02675 Notices must be sent to the Applicant and abutters (including owners of land on any public or private street or way) who's property directly abuts or is across the street from the Applicant. Please provide the Assessor's Tax Map and Lot numbers only. The OKH Office will send out notices using the addresses as they appear on the most recent applicable tax list. Note: Instructions for obtaining the abutters Map and Lot numbers can be found on the Old King's Highway Department page on the Town website: www.varmouth.ma.us Map Number Lot Number Applicant Information Abutter Information: 135 63 135 61 135 57 135 56 135 64 135 65 135 41 135 40 135 112 135 128 135 111 Application #: & 201 a 3 TOWN OF YARMOUTH 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 M Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE WAIVER OF 45-DAY DETERMINATION The applicant/applicant's agent understands and agrees that due to the current declared National and State public health emergencies the determination of our Application for a Certificate of Appropriateness/Demolition/Exemption may not be made within 45 days of the filing of such application. The applicant agrees to extend the time frame within which a determination is to be made as required by the Old King's Highway Regional Historic District Act. SECTION 9 -Meetings, Hearings, Time for Making Determinations "As soon as convenient after such public hearing; but in any event within forty-five (45) days after the filing of application, or within such further time as the applicant shall allow in writing, the Committee shall make a determination on the application. " Applicant understands that the review of this application will be scheduled as soon as the situation allows. Applicant/Agent Name (please print): PAUL DEGRAY Applicant/Agent signature: Date: Application #: 312020 8/2/2021 City: Yarmouth State / Province: MA Postal / Zip Code: 02675 and authorize Vision Solar, LLC Power of Attorney to handle dealings associated with the successful interconnection of our Solar System. I further authorize you to release my account information for the prior twelve (12) months, including electrical usage and demand history. Vision Solar, LLC agrees to keep this information confidential and use it only for the purposes of designing and installing my photovoltaic system, obtaining state rebate/SREC funding incentives on my behalf and establishing utility interconnection agreements, proper metering and approvals. Signature of property owner https.,//www.jotform.com/uploads/rbenko/91487094577169/4834391139225176946/4834391139225176 946_signature_16.pngDate Thursday, December 10, 2020 Vision Solar, LLC representative Frank Villanueva bate Thursday, December 10, 2020 Name of account holder on Utility Bill (if different from above) Scott Witherell Authorized signature of utility bill account holder (if different from above)https://www.jotform.com/uploads/rbenko/91487094577169/4834391139225176946/4834391139 225176946_s i gnature_16. png Customer Signature P 'I ° r � Date Thursday, December 10, 2020 Manager T/O Massachusetts Tree Amount Main Electrical Panel Door Sticker Copyright O 2020 Richard Pantel. Alt Rights Reserved. Paper or PDF copies of this report may be distributed only to employees of the company listed below under Prepared for'; or to Authorities Having Jursidiction (AHJ's) for their review purposes. This document contains Intellectual Property (IP) created by the Author, and as such, no parts of this calculation report or related data input form(s) may be copied in format, content or intent without permission in writing from the Author. Dis-assembly or reverse engineering of this calculation report or related data input form is strictly prohibited. The Author's contact information is: RPantel@Princeton-Engineering.com, web -site: www.Princeton-Engineering.com; tel: 908-507-5500 Roof Structural Analysis Software STRUCTURAL ANALYSIS for the Vision Solar ROOFTOP PV SOLAR INSTALLATION Project: Scott Withereil; Location: 31 Eileen St, Yarmouth, MA 02675 PE Project Number: 9675.1291, Rev, 0 Prepared for: VISIONSOLAR Vision Solar 511 Route 168 Blackwood, NJ 08021 VS Project 1291 12/21 /2020 Prepared by: TectoniCorp, P.C. ® Princeton Engineering Engineering and Solar Design 35091 Paxson Road - Round Hill, Virginia 20141 tel: 540.313,5317 - fax: 877,455,5641 - www.Princeton-Enaineerina.com H OF FRDJ, WrEL ull 49678`0 STEM Digitally signed by Richard Pantel DN: c=US, o=TectoniCorp PC, Richard Pan to I ou=A0W 00000001736CCEE5F300 RlChard J. Pantel, P.E. 00407D, cn=Richard Pantel Date; 2020.12.21 15:18:56-05'00' MA License No. 49678 Structural 1 of 8 Loading Summary Exposure and Occupancy Categories BI I Exposure Category, (A SCE 7-10, Sect 26.7.3, pp 251) III I Occupancy Category /Risk Category, (A SCE 7-10, Table 1.5.1, pp 2 Wind Loading: mph per Yarmouth, MA - 780 CMR: MA Wind / Snow / Seismic Amendment v 140 Values - IBC 2015 qz 29.85 psf Velocity qz, calculated at height z [ASDJ Snow Loading pj 30 psf Ground Snow Load, pg (780 CMR: MA Wind / Snow / Seismic Amendment Values - IBC 2009 Total Snow Load psF 20.00 psf Effective snow load on roof and modules ROOF DEAD LOAD SUMMARY (exclusive of wood framing) Item Notes Roof surface 2.3 psf 1 Shingles, Asphalt, 3-Tab (Typical) Deck Material 2.1 psf 0.5" Plywood docking Total Loading 4.4 psf Module Data Q Cell: Q.PEAK DUO BLK-G6 340 Dimensions mm ft in Length 1,740 5.71 68.50 Width 1,030 3.38 40.55 Area m^2, ft"2) 1.8 19.29 Weight kg lb Module 1 19.90 1 43.87 Roof Panel(Cladding) Loading Summa Module Loadin Summary Support Point Loads Upward Upward Upward Downward Zone 1 2 3 All Net total load I support point lb -99 -124 -124 245 Lag Bolt Data I Size 5/16x2.00 Pre -drill 0.16" dia I Materiall Stainless Rack Support Lag Bolt Pull-out Calculations in US Douglas -fir Roof Framin Zone 1 2 3 Bolt Pullout Per Module Connection Ib 99 124 124 Number of Pullout Loads / Support 2 2 2 Safety Factor 2.00 2.00 2.00 Pull-out for 5/16 dia bolts Ib/in 264 264 264 Min threaded inches embedment required in 0.38 0.47 0.47 Min threaded Inches embedment provided in 1.50 1.50 1.50 1 Min Lag Bolt length to use in 2.00 2.00 2.00 Loading Summary R iRoof TM Copyright C 2020 Richard Pantel. All Rights Reserved. 2 of 8 Conclusions Princeton Engineering was asked to review the roof of Scott Witherell, located at 31 Eileen St, Yarmouth, MA by Vision Solar, to determine its suitability to support a PV solar system installation. The referenced building's roof structure has been field measured by Vision Solar on 12110/2020. The framing calculations we prepared reflect the results of those field measurements combined with the PV solar module locations shown on the construction PV solar roof layout design prepared by Vision Solar. Loads are calculated to combine the existing building and environmental loads with the proposed new PV array loads. Vision Solar has selected the Ecolibrium Solar ECO-X racking system. The racking support brackets shall be placed as shown on the plans prepared by Vision Solar, dated 12121/2020, and shall be fastened to the roof deck using lag bolt sizes as indicated in this report. Rack support spacing shall be no more than shown on each calcluation. Note that support points for alternating rows shall share the same rafter. Intermediate rows shall move the support points to laterally the next rafter. NOTE: Rafters upon which stanchions will placed, require collar ties. Collar tie locations either exist or will be added at the heights indicated herein. All new collar tiles shall be 2x6 material and shall be fastened at each end with (8) 12P common nails. Mavflov,er o Beach Dennis (�a1 YARMOUT H Yarmouth n Go gle Google Location Map Framing Summary S0if1 if DENNIS Ntap Bata 02020 Based upon the attached calculations, the roof, as described above, IS capable of supporting the additional loading for the proposed Vision Solar PV system along with the existing building and environmental loads. Bracket to Roof Framing Lag Bolts US Douglas -fir rafters have a bolt pullout strength of 265 lb I inch of thread using the 5/16" dia. fasteners. In order to maintain at least a 2X Safety Factor for pullout, 1.5 inches of THREAD embedment are required. Use a 2.00" x 5/16" stainless lag bolt in order to achieve the above specified embedment into each joist at each rail support point. Predrill with a 0.16" dia pilot hole. Notes: (1) Bolt threads must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2) Lag bolts must be located in the middle third of the structural member. (3) Install lag bolts with head and washer flush to surface (no gap). Do not over -torque. References and Codes: 1) ASCE 7-10, Minimum Design Loads for Buildings and Other Structures 2) 2015 International Building Code including MA wind/ snow amendment Loading Summary R iRoof 'M Copyright © 2020 Richard Pantel. All Rights Reserved. 3 of 8 3) 780 CMR: MA IBC Wind Amendment for wind and snow loads 4) American Wood Council, NDS 2005, Table 11.2A, 11. 3. 2A. 5) American Wood Council, Wood Structural Design, 199Z Figure 6. Loading Summary R iRoof TM Copyright© 2020 Richard Pantel. All Rights Reserved. 4 of 8 Roof Structural Calculations for PV Solar Installation Location: MP1 Member. Rafter - Total Length 18.5 ft, Unsupported 12.98 ft Array AR-1 Roof Data A deg. 38.06 Angle of plane of roof from horizontal, in degrees L ft. 45.92 Length of Building, in feet (meters). W ft. 19.33 Width of Building, in feet (meters). h ft. 12.000 Height of Building, in feet (meters). Roof Wind Zone Width use, a =1 3.00 Ift Wind Velocity Pressure, qZ evaluated at the height z qZ= 29.85 psf I Vasdq,=l 18.10 Ipsf IBasic wind pressure V= 140 mph per Yarmouth, MA - 780 CMR: MA Wind 1 Snow 1 Seismic Amendment Values - IBC 2015 Framing Data Wood type US Douglas -fir Wood source, moisture content Interior South 0.12% # Framing Members 1 Support 1 Rafter 1 Truss OC in 16.00 Member Total Length ft 18.50 Member Properties Member Name 1 1.5x5.5 Repetitive Member Factor Cr 1.15 Max Shear perp. to grain psi 740 Max Shear parallel to grain psi 1,510 3 1# Rafters 1 Rack Support Width 4.00 1 Rack Support Spa in ft 3 jMax # of modules / Rafter Member pro erties based upon field measurements Rafter Module Data Q Cell: Q.PEAK DUO BLK-G6 340 Weight kg lb psf load Module 19.90 43.87 2.27 4 Stanchions 2.72 6.0 0.31 Total Module and Support load 22.62 49.9 2.59 Dead Load Summary psf Framing Member Psf 1.23 Existing Roof psf 4.40 PV Module + Stanchion Psf 2.59 Module Orientation I Portrait Rack Support Spacing and Loadin Across rafters ft 4.0 Along rafter slope ft 5.7 Area 1 support point sf 11.4 Uphill gap between modules in 1.0 0.08 ft Member Total Length ft 18.50 Maximum member frees an ft 12.98 Rafter below collar tie Total span length reduction ft 0.00 Rafter segment to calc ft 12.98 Free span Deflection Ratio 180 Use max delta 11x for di * Collar Tie @ 8.00'AFF �fiection Array AR-1 iRoof TM Copyright © 2020 Richard Pantel. All Rights Reserved. 5 of 8 Diagonal Overhang Length past Rafter Plate 0.83 ft Uphill Distance from Eave to Lowest Support 1.00 1 ft ASCE 7-10, Chapter; Combinations of Loads in s Zones 1 2 3 1,2 & 3 2.2 SYMBOLS AND NOTATION Module Upward Module Upward Module Upward Downward D = dead load of PV Module + Stanchion 2.59 2.59 2.59 2.59 S = snow load 20.00 20.00 20.00 20.00 W = wind load -17.06 1 -20.68 1 -20.68 15.77 2.4 Combining Nominal Loads Using Allowable Stress Design in pso 2.4.1 Basic Combinations. Loads listed herein shall be considered to act in the following combinations; whichever produces the most unfavorable effect in the building, foundation, or structural member being considered. Effects of one or more loads not acting shall be considered. Combination Formulae Module Upward Module U ward Module Upward Downward 1. D 2.59 2.59 2.59 2.59 2. D + L 2.59 2.59 2.59 2.59 3. D + S 22.59 22.59 22.59 22.59 4. D + 0.75L + 0.75Lr 17.59 17.59 17.59 17.59 5. D + 0.601 2.59 3.16 2.59 12.05 6. D + 0.75L + 0.75(0 or 0.7 eE + 0.75S 17.59 17.59 17.59 24.68 7. 0.6D + 0.6W -8.69 -10.86 -10.86 11.01 8. 0.6D + 0.7E + 0.6F 1.55 1.55 1.55 1.55 Use this loading for DOWNWARD: 6. D + 0.75L + 0.75(0 or 0.7 eE + 0.75S 22.59 22.59 22.59 24.68 Support point loading 258 258 1 258 282 Cr Factored Support point loading 224 224 224 245 Use this loading for UPWARD: 7. 0.6D + 0.6W -8.69 -10.86 -10.86 1.55 Support point loading___-99 -124 -124 18 DOWNWARD Presume loading directly over member. Combined Dead and Wind Pressure Downward Loading Rafter below collar tie Point load Module PV loc's from Point Rotated Module Comment Left Loading 90 Row support Degrees ft from left lb 1 0.11 245 N 1 5.82 Support placed on adjoining rafter N 2 5.90 Support placed on adjoining rafter N 2 11.61 245 N 3 11.70 245 N Array AR-1 iRoof TM Copyright © 2020 Richard Pantel. All Rights Reserved. 6 of 8 Analysis for PV impacted areas 5. Simple Beam - Exposed Roof Snow Load - Above and Below PV Parameter Units Total Allowed Check Delta A mid span in 0.01 0.87 OK M at mid span lb-ft 11 5,000 OK Sum Downward Loading Conditions: PV; Beam DL; Exposed Roof Snow Load Parameter Units Total Allowed Check Delta in 0.52 0.87 OK Percent Max Delta % 60% 100% OK Moment lb-ft 468 5,000 OK fs psi 742 7,933 OK Array AR-1 - iRoof TM Copyright © 2020 Richard Pantel. All Rights Reserved. 7 of 8 Snow Loading Analysis where: DExposure category (1=Exposed, 2=Partially Exposed, 3=Sheltered) Ce = 0.9 Exposure Factor, Ce (ASCE 7-10 Table 7-2, Page 30) Ct = 1.00 Thermal Factor, Ct (ASCE 7-10 Table 7-3, Page 30) Is = 1.0 Snow Importance Factor, Is (ASCE 7-10 Table 1.5-2, Page 5) p9 = 30 Ground Snow Load, pg (780 CMR: MA Wind 1 Snow 1 Seismic Amendment Values - IBC pf = 0.7CeCtlspg Flat Roof Snow Load, pf (ASCE 7-10 eq 7.3-1, Page 29) Pf = 18.9 but where Pf is not less than either of the following: PM = 30 When Pg <=20 psf, then use Pf = Pg X Is (ASCE 7-10 Equation 7.3.4, Page 29) OR PM = 20 When Pg > 20 psf, then use Pf = 20 psf X Is (ASCE 7-10 Equation 7.3.4, Page 29) Pf = 20 Resultant Snow pressure in psf to be used with Roof slope factor below ps = CSpf Sloped Roof Snow Load, ps (ASCE 7-10 Table 7.4, Page 31) Roof slope factor Cs for Warm Roofs, Ct 1.0 ORoof surface condition = Slippery Roof Cs = 1.00 Roof Slope Factor, Cs (ASCE 7-10 Table 7-2, Page 36) Total Snow Load ps = 20.00 psf =Roofsnowrload Snow Loading iRoof TM Copyright O 2020 Richard Pantel. All Rights Reserved. 8 of 8 mooLe) a x oMzz �ii ffi r Z r �ZJ Cmm rDp O r '� � m N O x X -4 O (n '� r. ;a x O oZp ooz 31 A000m -n rr) O M rqory D pO 0 I nzo �zz r' x i rnit� 0� O v D z ED a n min r VI/❑/�� .. c� < _q m a K a 1�* Q ro co o0 0 M r- o p p Dm vZ vr, Ln-0 m �7 L0 n �n Xa 0 z n� > G) Cn a, 0rri N j m z oA ram*, i A+- 00 V 61 Un ? nOomv7CnZoo 2Z0 -1ZDm SOn�JWnSaO (n(� aZ l03a=� gn G)zN� Om� �av„mn ZN 9>%0MMwR 0mjo�ocnuA 0_{rmm00�7o �2 ZOmODx i0 Ca02 �cz mz700c0 O Z zm0f„���Cgrn rn0 .,.1 Q. rmMonm MD aD v-(nirnrn mz v��Cn ZrCn A0m7or Z r C 1T1 _ Z C D � C a :U r\ 0 M— Z� m O_ m 0 � _O q Z Z M n��r'" rrympm� ��mM P0U rSj��r�..i�zrTIG0 �r O-Diz W oo ND rZa);v �ZC �r`SZOZ � M r�* � �Z� >n(nvZ PM�Da� �W�mz �MvOi �m 0pm�� Z �00 AC7 G7 r �cZn C7-ryl D On O OC�xm� �ln r'7rrr*� cn O �f?rnrri�A�z mD� nNr >r] =-FC��tv�i�z I �m v UM,=:I �A r� I n m�t�i� rC��z rzi Zz ��mZa arr� I O��O mvOi �7 rCC LOE Cn -a� MO700MO�T1 zZ Z Z0 On0Z� m0M ��On OLI) Cn mrn qtn r nz LoM r��mrrlxMDm c ADO M ox q-Fr�icn (11Yi m-rn�mx r. r, nor-ncn �O C/i raav xa mt�ntn� a �O r x W q r O r-� mr- m pmn inc i m- 0 y D O z `t 1,iCl m r C = x z r i r n -� n o a a a x r n D a r a Z r Z cm)')A� mC Z co C-) D�rl+ zcnjmO oiovr-mrr.i O Fm -< m0 m CM) �O� 2=�0C'�m Z G7z Z �or�* DNnMw2n —',, 0M LnFj000 m>7z��vQrnZ War*rmtn n �OZZ ��r D(rnSCz�y O �- r-iozQmam�2 O Iz U) D� 0nM> Eni zmss�m07c Ln �n� �zn��z -i oW O �-F�j0_cz,Z zvpor- _SO �_�M �zb�n�bmD �maMp ZD 2am� Di- mznmm� X m�D= Nv�Dr mm {�r^nrM+ z��omiz m m OZAC o nnF apZ mm 0"l r— n C) �rn11 O -Z[ a m O S W m O V) S V) M Z C Z y O m Z O O m y ."l] In X rm+•i M O� rmD2iZm mmm O nmp-cnmz-12 Z �0 -nc0 zc �rZo ca[n mn� 0 C M z v r C �� D �mn� C 2 m mo v v o D- z O p- rrM o n C) � r Z C m D o 2 z a c7� m 70n 00 ED =J rx*) �z��xi- �=oc�`sm VDia�z ZZZa�mOyrn c,,�nm -vtm CZOan z �-0 .p7,OF'* cwo Mn 7cG7n rqZ q0 O Ar*ib \ n�1 z"� L4-0m mom �rn,..i �m j m0 Drn-w1z m Xc zLf) > A a��A m OO�z O vD v m n m p cn �a�cn��rnm G) r0�ra �N�nzov "z ^ �$ 1r- rr 0 � om� z a o �z D--4C�7�0 ca Co r- O' 2�C7 T)� Opi� in ar M--I O�j m c r rn n 700 r r zln0 O D �O �MMC)•--� ��©� ��Mx-<A� vimZgm�7i,�� rn oDP�Cp rz r-a..im`S m� z r� O C O�n xr- i ZO M5 M �v-0mQ2 q $ �m0A Wm 7o z M z rn� n m Z. AMmi r�*7 ZK � �g mc/)z j0 w 0 � O X mzn�07c min n-,j (cn A 0 �m D 0 � -[ �nrnm W cn rn0 r- -0 Oam 0 M ry C)D_ Z Wr O I n --4 m zn O cn S O oZ v a 2 z cnO D z n S m O m = = mm z o0 a n ry m D 0 mz-{ ZmZZi OD ovai �� o�om�cmn')OS rn M1DOz 2 c/r r?Cnp m Oryz m m OmoM �"� z�_ -4mz PD�ocncng0m nm�zp mo� nNm 2 o z^iC7 m i n m g V I m z o m p n 0 M D �n r-rn g 0 00 [n X N p b m � y � En 0— Y O 2 D n y O m r Z Z i n m Z V O 31, m m A� O mz a S DO 70 yr rn 70 z S r Z cn z O OA A� r- m(/)r p A OXcnoO m mb O O V)) m r p f j N b A n O Tom. � 0 2- m m rC,) �7 Omf3 m Zp p OSZn -400 F o m � a O pe7 �a D P890 G o o F Z Q � o 3 m N Ln W 0 GN unGeM Ni:rG� 0 pa oo M D �X x n i >p oav 00- Vm D m^-nM n1x n z `cm -a a r - o o�Wn mzmz n z D c m 0 CD Nm (^ C n-4 5¢ MA OC r� C z M M :10i m �� in r D Il c� rn f{ 0 Di zN a m n YMMM (Ai 0 ... m O Z x ISyA D \ 2 D O pc�0 CJi T • • • m c_ z Z p�mi Z C -4 M � Z >< x M x .Z-1 --1-1 m - ;0 rU* 0 C G') 5�,+ p0 ' b, W Vr to O m rn - Z Cn O O Z5 m n ,mp (7 a O z rCZm `� m 7Q v T U T�1 C !n A v C M PO ~ N\0 W -i A -4X ,j O XM 70 M Z � r Z (NOA n O Om mP `AGO � Ar 4r' W rn ❑ m O V7 �Z m 0 rn O Z MM min ZQ�m O Z 'ry Cm'] II M C n fm-4 IIv �m o oom Ln v S n n.< .O m�z� p n ��,N�A� o o z nM o M O z Z OD I N� N nO ZO O n W o �Op Z m C m� —� c n r' m cn i On Own VO Z ca7� r X> m0 r p�ZGD) m m f7 Z o a zAn oo �M O �) a �� o a o r ?z = M r�i* m mO i� cn m cn o O r 7o n, r a n y ") O D z")� o D p "'� c m ��= 0M Wo cc z-1 cano m m v -;� M � m V) p C i ` C n ov q Q N Z m -0 D M Gn �T 7 Z M r T m c� Viz m� i m rzi� c nA �� D m w c" .Zm] o X a O r ]I i Z-< zi i I� r� ry_.z m-, r II GZj 206 rn pN 11 Gom n� p n i�7J� p O C O 0 0 �t m v D C -4� m O FI O a n rn �� ` M m i M O z rt v Z p M (1) F! M In 00 pD o z nm r q 0 -n P A70�� m O (n 0 N n m Np co �v rnm m 01�M Om `S z �_ 0 i a r- m 0 a m i O god (/� ,I P - M o Z1 �O O M Z CMz i 70 Tq m 7-0- x x Cm7 m o F m v C) Fd'(1) )J M Z Z D O x ?) AO i p V Ohm D PO C Z m Z z M = D MCn m r� r- i z it 0 .z O rr*i m rn co W o �m i m O ' X D a D D n 0 0 c�> z °c° v n w w n- o X Co aCo W Cn V I Cn A W N�� m m o� V) .. En �� z I I O�� z U7 r � D � n O bo cn cn m cn � c� r C-) Cu o(A K O n m A N �Z z w n z R, o z z- c� o Mm m T n � cn (A z g z o z O 0-• m O 0 O N D O O O z G> m z D i�, G� G� C) '--r M n � c-1 m �_ �0 c m n D N I oo x z �N i m t n` rn N (q CC m O (D C o C O N' m D z i � (n D 1 �I � e--h O ti n n y �Z\ '�, �,z" "' �m o £' z �'' n U7 3 C U r a Z m {� / Z a --A x 'q O fM M 0 ri*1 r N C D i� rn 0 M O o C O z �� N zW❑ C) 0 r D i TY W > C O q D C nn I I N > N D w m � N cf)o rn n � cn V o � O CD M Z O M 0 O 0 N co C: r ryOx WO70O M X W C m M�C7 rf "'� 0. Leip0M a00 m ? z m n n T1 v O n i—D �Z- Le)C;)n l O 0rn z r O z -i --I00 NN O n n D r rn r_n 06 m v a m c> 70 m m cn b 0 :U O Y= n O m (n n V N m ° m z m 7.82 kW Solar System for: " 2 D 5 c W G> D Z Z O N M 0 C nnw0 C 3 d m r� 511 RT. 168 BLACKWOOD Z N Scott Withereli Q mf6 m a o NEW JERSEY 08012 m N 31 Eileen St Yarmouth Port OM mP "'� PHONE: 856-375-8129 AmalCi�Ym N O'w n a C, /hF d u,a N a i_0 5��h MA 02675 tid � g q FR s�1� V�5�ONSOLAR 0 o v _ O z O n 77 c M 232" 217 3 232' •gyp■E19ZEHDDE] m C') > 0 n n r `_ n r �_ r. IM4 M-n ri n z m r. m 31 � > a m UI G7 - M A Z c Z c MN, O m �7 rn M Z m W n m v U1 7 m L S 0 0 Q z D £7 n .E7 n z� r'i A p o r o a n M n Lnz z F a m o x o n I v a o o Or r- m 0 , D M:0 � Z QX = Z rn a m o v c o z Mz S rt MC aLocna E :007 TI TI �cn TN1 p1 � �M55UMC- o�n0r-10 �Z amo�0 AD ��" �a���z ==�m> � m� S Apt mrZ m:a?: rp z z y Sn5 KM m [n�G7�toD � G)C) r Z� ff ,,par o$rr*m0:80 C Np /\ A z0 \ �Zm mac N o I C n d n = n z JO n�Qo=fin Z Z O 01JJ w0M c�� �,momo 70 C to� �M vs z -,M =-j aaC/) C74 CD Cn `.�� v a� C v) r U's C0 O N - r2 cN n cna �a a �A (n G7 -0 ir/f m (n L4 J O a o m n a -d m 0 TI 2 m 2 m M A m c m I �t 0 MZ m Uj M r m IV ( m � O a m o z O TI C) M 0 0 > S m m r y D� m z �, z o � z m 7.$2 kW Solar System #or: ,,�o�F 0 ZO M z o a s 9`� 511 RT, 168 BLACKWOOD " NEW 08012 Scott Witherell mZm Po N a p �, o ,JERSEY M r N fi F PHONE: 856-375-8129 31 Eileen St Yarmouth Port a o N ig b m o a`' MA 02675 m a tiFFR �S VISIONSOLAR � o� o � z G> a C:: o z 2 z Cj r- r D o n m m N a Z m _ O Zp Z ,! z C7 cz> m > � n Z_ C> r CD> 7C r n z=J o O n > v n m z O x En O r m C)n Cn (A $ r N a�i M Mz c m m czn w > z ;0ma n Ln z z =:I \Mo m z v O Q z m 0 m O z A z m n m _ •a GZ7 C') 0 c a 0 CrS O O (A L4 I I n D m V) m a z -a a m > O a z Z o n - z C m ra- N TI i 70 o � m m n Cn a n 0 c a •6 v 0 C a U) ti Zm Z_ m 0 0 x , M a�momm� ?��ym =jm:E0 a zm:qc omo=� �c y n b m maaj y m M A MOO O D < Z C w mN � �Na m 0 O x C z Adjustable Height 3•.4" M O U7 z Z O -0 CA ry � 70 r K IV Cn C-) CO -4 D O) CA N C) O n N= p M= J� K CAC) -nM CDC; � fJ Vr �r n�� Z N Wr O �C r � n �-4 Cn C m r O D�� m C O Y rm D r �m II Cn o n" Wm n nll mm o Cy)> C-Wa-�mz� O CO C7 'rl n 2 CU p n .Zm) I'T=1 O r j O cD �'] O N �Z^1 I -i O C O L•� Ln C A "0) co C7 M n fTl C7 (n D p O r�T1IT! D Iv p v) X O r'-• Cn D, 70 Z7 - m = 0) Z M O TI Y a) C7 � 00 Ci f v r X V X -i N -� _, ,O '-HI r m cn ' g ry 5 0 II cn � O TI I rn M Z --I cn ;;0 O r co [)� COG) rn Z _� G> = O r�rr O Q m - C Cn + D n -H ,--H ��� 3> O � r=rl I I I o< z �P 0 G) O D �\ o. rn JO n n� o Z n �� rn p p D 0O(n Z-1z y® CQ -rM Z NCO z �� mn�U'aoc)�M;U (:,z Cn r� n 0r) r- r C r �Z C") mom{` z�G7 0[7� M co >Ln 0 M ==z z Oa C n �p cn - O Tt O 11 O ti V) -0 M CID Cn S a D m r C7 Im 0 �Z G-)-I TI M-A N z 7C7 ;UO �4t. Z - Z D W �P-M >r 7zKO -H (-)m � z C70 O -TI r III (n D � nLn �) �0 p N -A p ry o �C4N�C') -0M O��r �C p0 rn N =oo v �Q0 D0 x :::4 n D -A M m ml r- = r- C -i n O M M n II M = Cn NCO _ Z m* 0 ry �m f'M N M 7p M T Fn C ' MU70 COO --i p O n a= C7 C O A n 41 rMc� o O� C cn O �� �W 70 V) O TI = Zco m�� C) m M II -TIM 70 0> Z (� � r O=O cn no 00 03 TI M 0 p � O f?to C:)CM= � C)O O Ln z m --- O y C:) � CIDC7 U) � m; z Z Z O )> C:) C:)Co Kr� 03 n n CA � O M X -0 -LO 0 n��yptn 00 O n , , CD 0 O Z n CnCn c00 p X -0 O m O Z 17 q7 M O m --H W O ci Q o M Cn Cn fTl K M X -U> (D Z Z M C-) m N Z --H z = G� fTl N � M X C') %O � D r � M U) r m 70 ON I O r M X_ Cn Z O N x rn c� 0 r r a ITI Cn rn O C) 0 C m cn n ch 0 0 o o rn n n 0 a z m 7.82 kW Solar System for: T o ��� 511 RT. 168 BLACKWOOD 0 r z ' z D N o Scott Witherell mM Q n NEW JERSEY 08012 a m N ? PHONE: 856-375-8129 31 Eileen St Yarmouth Port E o> Z r Z a` rn rn -° tiFF� 0 n o MA 02675 � Silas°� VISIONSOLAR 0 O 0 F-41�NAA 4 4 Zvi; hin �A F0 0 c r z IT, Qp6Ro4. � a.:,v�4 M rz i0 rm mm mn r� m ME O Z a C C") O N V) x n r CO rri 0 0 z c� C z r N --i m O O M 0 r' 3 m O tft�-,*a �— p 0 o n �Z OC p a C Z O :7 rn O I rn r rn V) Z ZZ Z 00 G� N� rn Z rn Z � _ = n m (n rn rn rn n Q rm z c� C) M c � � n N )> p m I N C V7 � � r 0 C-)M z z _ �Z M OI ZN O x O x a Lirn 7�� rrl a Z= C Z�> nn m G) `n M I Z a== mmn c., o m M M W ZU C>U2 C? x W Morn n � ZE D � rn C0 � C) C) In � = � z � (A rn m m ZN 0 .& 4- n � n 0 D y Oc'i o(b GC-)� aoo n o = n C..d NCy 00 -r I Ornrn Op F ZN o Cr 0 N n� r m 20F= zn Z M 07 O O rn n O CD\f7 aztz o Z n rn m Zoo O Z y � rn x Z n N ao z c rnZ N a rNr,r �G7 N 7z Crri c� M m M n p N) rnm CD-UM�;10 Zn < n M m o Z M r a p M 0 0 0 0 o z Si S m 7.82 kW Solar System for: 2'S p q!o 511 000 Z T. o ' EY 8012BLAC Scott WithereII o m MSi JERSEY NEW JERSEY 08Di2 O r 71 N I D a a, m m r m w m 0 PHONE: 856-375-8129 31 Eileen St Yarmouth Port z N o - ma F a�� n MA 02675 SLi�Sa� VISIONSOLAR o o m g m g p3 yip ¢O m oMinimum m NCMINLLpow*A M O mm 0c CL Gy BB o a Y� D a m< O yyyy c � C m S Z 3 3 m xz3F4� $ m `K D 1 m aR 0 3 QQ a C IQ 3,�y,a Ci — — — ii g g m m a (�►� w o iF i m +I z m � Y LZ !R m ° .09 Q 3 o CL m m m ga s o m m � � E 8 �' RnAmPcm {u�PNc•Ix� C3 m p�'7� O n 0 4 m i t i b c�O QAi. (�\ /\/ Om M yy C3 h E m m 9 -� ! 3 E 3 D 7m m Gi a N n 0 9r'i x o m Cs i m FS a_ 4% c 3 m Iwo m z m O c m a o s W m (y g a $ Q 0 O�02 2� a K((yy g V 00 m m $ p 8 ewt � M1S N 5 mN a O N N +t% n m K W n � bi amD n�i NSpeGll..t:-,WbledatxnnlWlchanUmCDC6LLSUrpt:AcpUOULK-GO._W0-Ub_2920-G4.RwdQ,EN C� rn Z a m Y z�ncn n ag, mm 'Iyrt, o? .ar 1 C>m ZC, p CS r ,�7 7 b0 � a o T 9 n [n 0ID � z,- dn�p 7 1p °' 0'D r j L tp a 7 N C C ro C7 W C � m 5 o' 7 A 1 Z Y: C N 0'N 0� n•g m r c O N in Cr CD C Na�lmJS1 `-p-' ZD .w My m C i5moa c _ 0 rrl °tea rr c`m tea= iNm i N A w s � v n S ID O m m Q Y A 7 I++ 2 m �M IL qmi v �p C5 m 9 3 � W [L =oo h7 C jE a H "0 3 m r o 'g3 c m w co y �m ? � n o � Q. v � 6 nC ib CL m ?r 7 7 OO "0 6* 2 0 ro 5 0- : � 3 C .L-. G w m � ri C 0' N 1b C n cc C � ro x � D V N t � ro � m � N O y w G N A C co 3 o r o 3 0 0 "a rJ x y 0 t 00 m Cr o P Q- C 7 p a x x z w A ° 3_ y N � � GY CL O C1 �D w Q m m� 0 _ �tl � V C'b C ap z -o V a 2 �?P c nl I Tum 2 I: 91 aE 3 0 rA 0_ O• tJ7 V C -+ N Nb A t Q ID Gm 00 N N w p3 mn,ACn7 N C � U 5 w w W n tJ� m n No n C W � 0— 0= -+ M 6 M— N N N I, 0, o D- w �j 0 .a w 4 0 6 bA:�n� di Co C N a C a p Y 0 00 ZA w N 1 N W W co n < W o D � o C n m C 3 e C E O n5i � 9 -.Clm n o m 9 X m 0 x a �Q�"��•o���C 3 o ,c ay t�.a m� da m �63 n 0 y W LL1 H mD m r� _ - 0 v Q N y Cam') x p UI N G` v OD C;)W D m n C C C C n u' 7 w `D A - a � o COv � � w C C C C o o CL + 7 CL m S. rp � m o c �[ Z ti O mCL x C O p D ID C C 4 C n p A cn 0)A �� C C C b m N � c+ �o ID - 7 - m c 3 CL C U) Z 0 Q X0 v n m m ° `^ m 7.82 kW Solar System for: D z0 w v a s 9�� 511 RT, 168 BLACKWOOD o m N Scott Witherell NEW JERSEY 08012 ' Cn ''' Iv V) p a �pF 1 PHONE: 856-375-8129 31 Eileen St Yarmouth Port -o M Z o a y W mQ "��� 0 � = � 5°��a VISIONSOLAR MA 32675 0 O N m r a r ip W O rn v C7 A 0 0 0 c� o_ z h.� a� z� F. 0 M z z z m r r A m C) m m n 1 O m W a m C 2 z C7 0 Z z Z mr� m z O m m zc y��z y N O Y 0 H} O 2 t 0 Y 0 2 F m ti Q vi 0 � m i r^ o y a n m r r n N 9 m C) M 0 W L] v id Z 3 0 no <C 00 a rn m rn n n C)0 ZE m o� X � 0 0 m c m o m rn rn D c ch inu T 0 Z W M O E. 0 A a = > m z z o m m z 7.82 kW Solar System for: a A M rn N C7 n a �_ r� 511 RT. 168 BLACKWOOD o rm N Scott Witherell H a ° � NEW JERSEY 08012 "� to vDi � �-' o r P m o PHONE: 856-375-8129 31 Eileen St Yarmouth Port fiom m Z SL m' N n o MA 02675 4 � s1ias°a VISIONSOLAR IL101