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0049 HYDE PARK ROAD
���� r �� i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map /73 Parcel l plication #� Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee V-)1 Date Definitive Plan Approved by Planning Board Historic - OKH /70 _ Preservation/ Hyannis Project Street Address �f� HUB �4r• A-17 Village Olfly m/k Owner David lfPw�ne- Address Telephone Jr'D$ a 9*0 '"oZ/5r Permit Request /? SO ar e/Cl G 041el on e sh/7 Q fry 6. 375 �s- Square feet: 1 st floor: existing proposed —' 2nd floor: existing — proposed Total new Zoning District K Flood.Plain Groundwater Overlay Project Valuation �� Oo0 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach=s s porting cur#6ntation. Dwelling Type: Single Family 2' Two Family ❑ Multi-Family (# units) ', Age of Existing Structure ag ," . Historic House: ❑Yes RfNo On Old King f ighway '0 Yet ❑ No _. Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other ` Basement Finished Area (sq.ft.) �— Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new _ Number of Bedrooms: �— existing new Total Room Count (not including baths): existing --�new First Floor Room Count Heat Type and Fuel: ❑ Gas 40'0 Oil ,❑ Electric ❑ Other Central Air: ❑Yes ❑ No A""Fir ces: Existing 9 New Existing wood/coal stove: ❑YbO No Detached garage: ❑ ex ngrAOU' nowl size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size Attached garage: ❑egg A 0 r6 size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No- If yes, site plan review# Current Use IW147hat'/ Proposed Use 176 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name /'Y.t! ll3 ISQArCtl L/-OIP. Telephone Number Address D Or- Dr. Z 6 License # CS /0766 3 An2l6r—D&, f4. 0-R 35 1 Home Improvement Contractor# A6 '572, Worker's Compensation # 4/a 7664�0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � � R- SIGNATURE DATE 1 //glz_o IV t 't 0 FOR OFFICIAL USE ONLY -APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS - s VILLAGE OWNER J DATE OF INSPECTION: - 'FRAME _INSULATION.; FIREPLACE ' r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' 't GAS: ROUGH FINAL FINAL BUILDING _DATE CLOSED OUT i! . ASSOCIATION PLAN NO. � - 4 w a i The Commonwealth of Massachusetts Department of Industrial Accidents . Q ice of Investigations, S ' I Congress Street,Suite 100 Boston,MA 02114-2017 • www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please-Print.Legibly r Name(Business/Organization/Individual): SolarCity Corporation - t Address:3055 Clearview Way ; City/State/Zip-San Mateo,CA 94402 Phone#:888-765-2489 ' l Are you an employer?Check.the appropriate bog: Type of project(requir'ed) t 1.❑■ I am a employer with 7000 4. ❑ I am a general contractor and I 6. ❑New construction `.' employees (full'and/or part-time).# - have hired the sub-contractors - rr 2.❑ I am a sole proprietor or partner-, listed on the attached sheet. 7. ❑Remodeling. These sub-contractors have ;` 8. Demolition ship and have no employees -_ - _ - , working for me in an capacity. -employees and have workers' ; g Y P ty x . 9.. ❑Building addition [No workers' comp:insurance comp. insurance. required.] 5. Q We are a corporation and its 10.0 Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their ". 11.❑Plumbing repairs or additions myself. [No workers' comp: right of exemption per MG 12.❑Roof repairs insurance required]t c. 152,§1(4),and we have no Solar Panels. employees. [No workers' 13.®.Other comp. insurance required-] *Any applicant that checks box#1 must also fill out the.section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing sill work and then hire outside contractors.must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name-of the sub-contractors and state whether or not those entities have employees. If the sub-6ontractors have employees,they must piovide.their workers'comp.policy numb--- lam an employer that is providing workers'compensation insurance for my employees.'Below is the policy and job site ' information. Liberty Mutual I Company,; y Insurance Company,Name: Insurance om P y = Policy#or Self-ins.Llc #:WA7-66D-066265-024 ,_, E x lratlon Date:09101/2015 Q n Job Site Address: / // Q� - City/State/Zip: mcL Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coveiage'as required under Section 25A ofMGL 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' n 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 cert6fy under the pains and penalties of perjury that the information provided above is true and correct Siiature � "` ✓lam"--' .�i�Y-Jq Date �o/y 'Phone#: w '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 #..Other Contact Person: Phone#• I - ,d►co CERTIFICATE OF LIABILITY INSURANCE °"�("""�"'""' `� 06/29Y1014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS I CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES ,+ BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THEASSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(iss)must be endorsed If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). PRODUCER cT MARSH RISK&INSURANCE SERVICES NAME' 345 CALIFORNIA STREET,SUITE 1300 P NE Aa No): CAUFORNIA LICENSE NO.0437153 MAIL SAN FR/WClSCO,CA 94104 a ADDRESS: INSU S AFFORD ING COVERAGE_ NAIC0 998301-STND-GAWUE-14-15 ___...-----.-.. INSURER A:Liberty Mutual Fire Insurance Company 16586 1 INSURED Ph(650)963-5100 INSURER B:liberty Insurance Corporation 42404 SolarCity Corporation INSURER C:N/A NIA 3055 Clearview Way INSURER o: San Mateo,CA 94402 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002440269V REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADOL SUB POLICY EFF POLI Y EXP LTR POLICY NUMBER MM/DD MMID LIMITS A GENERAL LIABILITY TB2-661-066265-014 09/012014 09/01/2015 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY 100,000 PREMISES Ea occurrence $ CLAIMS-MADE a OCCUR _MED EXP(Arty one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ 2.000.0 X I POLICY X PRO LOC Deductible $ 25,000 A AUTOMOBILE LIABILITY AS2-6 l-W65-044 09/01/2014. 0910112015 COOMBBIINd D eM)SINGLE LIMIT 1,000,000 X ANY AUTO BODILY INJURY(Per person) ;---------ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS - ( ) X HIRED AUTOS X AUTOS NON-OWNED ROPER MDAMAGE $ X Phys.Damage COMP/COULDED: $ $1,000/$1,000 UMBRELLA L IAB OCCUR EACH OCCURRENCE $ EXCESS UAB L1 CLAIMS-MADE AGGREGATE $ ,DED RETENTION$ $ B WORKERS COMPENSATION WA7-66D-0662%Q4 0 012014 09/0120 5 X I WCSTATu- oTH- AND EMPLOYERS LIABILITY B ANY PROPRIETORWARTNER/EXEctmYe YIN WC7-661-0662654M(WI) 09/012014 09101/2015 1,000,U00 B OFFICER/MEMBER EXCLUDED? NIA I'WC DEDUCTIBLE:$350,000 i EL EACH ACCIDENT $ 1,000,000 (Mandatory In NH) EL DISEASE-EA EMPLOYEE $ H yes,describe under _ DESCRIPTION OF OPERATIONS below- EL DISEASE-POLICY LIMIT S 1.p00'000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,B more space Is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3D55 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. I AUTHORQED REPRESENTATIVE of Marsh Risk&Insurance Services CharlesMarmolejo 01986-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD 1 Version#39.5 •. c OF pPa,So�arCet � �H .w 3055 Clearview Way, San Mateo, CA 944.02 YQG JIN K (888)-SOL-CITY (765-2489) 1 www.solaridity.com VI � October 27, 2014 NO.4 A Project/Job#026514 RE: CERTIFICATION LETTER OAIAL Digitally oo Jin Kim Project: Reeder Residence Date: 2 4.10.27 16:21:16 49 Hyde Pk Barnstable, MA 02632 07'00' To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= MA Res. Code,8th Edition,ASCE 7-05,.and 2005 NDS -Risk Category= II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf -MP1: Roof DL=8 psf, Roof LL/SL= 18.3 psf(Non-PV Areas),Roof LL/SL= 11.4 psf(PV Areas) -MP2: Roof DL= 13.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) t Note: Per IBC 1613.1; Seismic check is not required because Ss =0.19069 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load,PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res.Code,8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Yoo Jin Kim, P.E. Professional Engineer Main: 888.765.2489,x5743 email: ykim@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com. AZROC243771,CA CSL B S80104,Co ECw41,CTHc 0832778,OC H1C 71101488.OC HIS 71101488,HI CT•22770,MANIC.168572,MD MHIC 126248.NJ MH08180800;OR COS CC3 180498,PA 077343,TX TOLR 27008.1NA CSC1.,$0LARC°91907,0 20138olsrCity.AS tights resawed, } } 1 10.27.2014 SleekMountT'" PV System Version#39.5 SolarC�t - A" y Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: _Reeder Residence AHJ: B_arnsta_ble Job Number: 026514 Building Code: MA Res.Code,8th Edition Customer-Name:, :Reeder,`Da id Gxr_ Based On _=IRCy2009/RIBC_2009 Address: 49 Hyde Pk ASCE Code: ASCE 7-05 1Barns56le - MA_¥ Risk Cate o :II Zip Code 02632 Upgrades Req'd? No Latitude/Longitude: 41 67.691.1 -70.365271 TStamp Req'd? E Yes SC Office: South Shore PV Designer: Evan Crocker Calculations: �A Kyle Jackson.,- FOR.7. Yoo]in Kim P.E. Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP 41 All 7 . 41or -4)d e �r 4 49 Hyde Pk, Barnstable, MA 02632 Latitude:41.676911,Longitude: -70.365271,Exposure Category:C [LOAD_ITEMIZATION MP1 ' PV System Load PV Module Weight.(psf) 2.5 psf Hardware Assembl Wei ht s = <: 0.5 sf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MPi Roofing Type K ' -` Comp Roofer 1 Layers) psf: __( 2.5. Re-Roof to 1 Layer of Comp? No U_nderlay_ment _ ___ Roofing Paper _ _ 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing h None " Rafter Size and Spacing 2 x 8 @ 16 in. O.C. 2.3 psf Vaulted Ceiling_ No Miscellaneous Miscellaneous Items 1.2 psf Total Roof Dead Load 8 Psf(MPI 8.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 745 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf. Roof Slope Tributary Area,Reduction ltl _ -` 1. mSection'4'.9 Sloped Roof Reduction Rz 0.775Section 4.9 Reduced Roof Live Load a_ Lr -< 4= tb'(Rl)(Rz) s x--. . E uation 42 Reduced Roof Live Load Lr 15.5 Psf MPl 15.5 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load py 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 350 I Horiz._Distance fro_m_Eve_t_o Rid e¢ , e `� 9_ W a„ -29 5 ft_ r X . ; Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor - Partial) Expose e Yt k s 1 0. ., Tab_ 17.2 Snow Thermal Factor Ct All structures except i s0 indicated otherwise Table 7-3 Minimum Flat Roof Snow Load(w/ Rain on-Snow Surcharge) pf"'i" 21.0'psf 7.3.4&710 -- -- Flat Roof Snow Load pf pf= 0.7(Ce) (Ct)(I)pg; pf>_ pf-min Eq: 7.3-1-� 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surroundinq Roof Surface Condition of Surrounding All Other Surfaces Roof CS-roof 0.9 Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq:7.4-1 SurroundingRoof Ps-roof 18.4 psf 61% ASCE Design Sloped Roof Snow Load Over PV Modules Unobstructed Slippery Surfaces Surface Condition of PV Modules CS-PV 0.5 Figure 7.-2 Design Snow Load Over PV PS-PV= (CS-PV)Pf ASCE Eq: 7.4-1 Modules PS-PV 11.4 psf 38% J COMPANY PROJECT WoodWorks® SOFMARFFOR SVOOO DWGN Oct. 27, 2014 16:52 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 8.00 (16.0) * psf SL Snow Full Area Yes 18.40 (16.0) * psf PVDL Dead Full Area No 3 .00 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 17'-4.9° 0' 1'-2" 13'-10" Unfactored- Dead 135 113 Snow 185 155 Factored: Total 320 269 Bearing: F'theta 553 553 Capacity Joist 726 415 Supports 586 586 Anal/Des Joist 0.44 0.65 Support 0.55 0.46 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports MP1 Lumber-soft, S-P-F, No.1/No.2, 2x8 (1-1/2'W-1/4") Supports:All -.Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0"c/c; Total length: 17'-4.9"; Pitch: 8.5/12; Lateral support: top=full,bottom=at supports; Repetitive factor: applied where permitted (refer to online help); Fill WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb - WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 28 Fv' = 155 fv/Fv' = 0.18 Bending(+) fb = 769 Fb' = 1389 fb/Fb' = 0.55 Bending(-) fb = 26 Fb' . = 629 fb/Fb' = 0.04 Deflection: Interior Live 0.32 = L/588 0.78 L/240 0.41 Total 0.66 = L/281 1.03 = L/180 0.64 Cantil. Live -0.09 = L/185 ' 0.14 = L/120 , 0.65 Total -0.19 = L/89 0.19 = L/90 1.01 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt . Ci Cn LC# Fv' 135 1.15 1.00;• 1.00 - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.200� 1:00 1.15 - 1.00 r"1.00 4 Fb' - 875 1.15 1.00 1.00 0.453'1 1'.200 1.00 1.15 1.00� '1.00 2 Fcp' 425 - 1.00 1.00 - - - . - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S, V = 222, V design 204 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 842 lbs-ft Bending(-) : LC #2 = D+S, M = 29 lbs'-ft Deflection: LC #4 (live) LC #4 (total) D=dead L=live S=snow W=wind I=impact Lr=roof live •Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, . =no pattern load in this. span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 67e06 lb-in2 "Live" deflection = Deflection from.all non-dead loads (live, •wind, snow...) ' Total Deflection = 1.50 (Dead Load Deflection) + Live' Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4.Sawn lumber bending members 'shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level'bearing is required for all sloped beams. , 6. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. (LOAD ITEMIZATION MP2_ PV System Load PV Module Weight(psf) 2.5 psf Hai dw� are A embl Wei ht s TM .: x M'777, '° ,,. 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MP2 Roofm9;Type 2.5 psf x :� Re-Roof to 1 Layer of Comp? No Underlayment _- =' Roofing Paper 0.5 psf__ Plywood Sheathing Yes 1.5 psf Board Sheathing None --- - - Rafter Size and Spacing . 2 x 10 @ 16 in.O.C. 2.9 psf Vaulted Ceiling a :� :.. , ,„,• Yes Miscellaneous Miscellaneous Items 1 1.4 psf Total Roof Dead Load 13.5 psf MP2 13.5 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributa_ry,Area --.�At < 200 sf Roof Slope 2/12 Tributary Area_Reduction a, _ - Rl 1 Section 4.9 Sloped Roof Reduction RZ 1 Section 4.9 Reduced'Roof:Live Lo ad y° ." _ , 7 Lr' L; _'�{R�)(Rz) r = i'R' Equation 4-2., Reduced Roof Live Load Lr 20 psf MP2 20.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load py 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? fc Yes Effective Roof Slope 100 I H_oriz Distance from Eve to,Ridge._ W.` 9.1 ft a%•. t :. Snow Importance Factor IS 1.0 Table 1.5-2 Partially Exposed Snow Exposure Factor Ce I 1.0 Table 7-2 All structures except as indicated otherwise Snow Thermal Factor Ct 1.0 Table 7-3 Minimum Flat RooVSnow.Load(w/, c y z 21 0 psf„ 7.3.4&7.10.; Rain-on-Snow Surcharges Flat Roof Snow Load Pf pf= 0.7(Ce)(Ct)(I) pg; pf>_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding All Other Surfaces Roof Ce-.00t 1.0 Figure 7-2 Design Roof Snow Load Over Ps-r oof= PCs-roof)Pf ASCE Eq: 7.4-1 Surroundin Roof PS-roof 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed SliiOppery Surfaces Figure 7-2 1. Design Snow Load Over PV Ps-pv= (CS-pv)Pf ASCE Eq: 7.4-1 Modules Ps pv 21.0 psf 70% COMPANY PROJECT WoodWorks' sor�wawf Foa woon otsrcN Oct. 27, 2014 16:53 MP2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start - End DL Dead Full Area No 13 .50 (16.0) * psf SL Snow Full Area Yes 21.00 (16.0) * psf PVDL IDead lFull Area No 3 .00 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : o 9-2.3 01 1. 8'-11" Unfactored: Dead 112 87 Snow 141 111 Factored: ' Total 253 198 Bearing: F'theta 433 433 Capacity Joist 568 325 Supports 586 ! 586 Anal/Des Joist 0.44 0.61 Support 0.43' 0.34 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75. 1.00 Cb min 1:75 1.00 Cb support 1:25 1.25 Fcp sup 625 6.25 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports MP2 - Lumber-soft, S-P-F, No.1/No.2, 2x10 (1-1/2"x9-1/4") Supports: All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0"c/c; Total length: 9'-2.3'; Pitch: 2/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); ❑ I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 17 Fv' = 155 fv/Fv' = 0.11 Bending(+) fb = 216 Fb' = 1273 fb/Fb' = 0.17 Bending(-) fb = 14 Fb' = 820 fb/Fb' = 0.02 Deflection: Interior Live 0.02 = <L/999 0.40 = L/240 0.04 Total 0.04 = <L/999 0.54 = L/180 0.07 Cantil. Live -0.01 = <L/999 0.10 = L/120 0.07 Total -0.02 = L/789 1 0.14 = L/90 1 0.11 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1'.00 1.000 1.100 1.00 1.15 1.00 1.00 - 4 Fb' - 875 1.15 1.00 1.00 0.644 1.100 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 200, V design = 161 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 385 lbs-ft Bending(-) : LC #2 = D+S, M = 25 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 139e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. CALCULATION-OF DESIGN_WIND-LOADS MP1 Mounting Plane Information Roofing Material Comp Roof PV System=Type SolarCity SleekMountT"' _ -- Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 350 Rafter Spacing 16"O.C. Framin Type Direction Y-Y Rafters Purlm Spacing _X-X Purlms_Only NA „=:; Tile Reveal Tile Roofs Only NA Tile Attachment S stem g x Tile Roofs Only_y_ Y �' ,, .r _ NA ,M Standing Seam spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Part.ially/Fully Enclosed Method - - - -- -- Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category C _Section-6.5.6.3� Roof Style Gable Roof Fig.6-11B/C/D-14A/_B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor D fo`, K- y n c. . �` - _ _ ---�--- - n �, w,� 100 � :�-- � Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 z< <,,,_ Table 6-1 _, Velocity Pressure 'dh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC p _. 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS J,„ X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever__ ___Landscape _- _ 24" -- a NA Standoff Configuration Landscape Staggered Max Sta_ndoff_Tributary Area Trib - -_ 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff_ x -_ Tactual__ _ `- -382 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci a, DCR ,A k, '176.4% ' X-Direction. Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever — Portrait ,w 17" "" - NA_ Standoff Configuration Portrait Staggered Max Standoff Tributary Area _ Trib 21 sf " PV Assembly Dead Load W-PV 3 psf _ Net Wind Uplift at Standoffs -T1—�T-111oiW tual 4788 lbs �- Uplift Capacity of Standoff 500 Ibs Standoff Demand/Capacity DCR 95.6% =a: CALCULATION_OF DESIGN WIND_LOADS_MP2 Mounting Plane Information Roofing Material Comp Roof PV SystempTy_pe _-- _ 3-- SolarCity SleekMountn" �.a Spanning Vents No Standoff Attachment Hardware Comp Mount Tvpe C Roof Slope 100 Rafter S acin 16"O.C. FramingType Direction Y-Y Rafters Purlin SpacingF X-X Purlins_Only r.. °ff��. NA, Tile Reveal Tile Roofs Only NA Tile Attachment S stem ;Tile Roofs Onl 1�_ �, NA __ Y_._ ____ . _-_._. -y_. Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method --' Partially/Fully Enclosed Method Basic Wind Speed V 110 mDh Fig. 6-1 Exposure Category ;; rt - - C _ ,. ;Section 6 5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof;Hei ht' .. Y w h a 77 25 ft '. Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic_Factor Kzc 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor- i 1 1717 , I 1.0 ` 7,774 ,Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC p 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC ) Equation 6-22 Wind Pressure Up Nun) -21.8 psf Wind Pressure Down 11.3 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscap_e 24" _ NA Standoff Configuration Landscape Staggered Max Standoff Tributa Area _.Trib_ } - 17 sf stw k --_rY._-- a- PV Assembly Dead Load W-PV 3 psf NeW mdp ua - -34- _tllht tdff _ad _l t Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/CapacityDCR p 68.8% - f X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever_ * Portrait 19" P `` N_A__ Standoff Configuration Portrait Staggered Max StandoffT_ributary Area ,.ax q; Trib ,� 21#sfr '• PV Assembly Dead Load W-PV 3 psf N_et Wind Uplift_at_Standoff_ ���=— -actual ,, . " •- 431 Ibs µ Uplift Capacity of Standoff T-allow, 500 Ibs Standoff 5—emand/Capacity DCR 86.1% DocuSign Envelope ID:6E24F373-3D8A-42EA-AE29-1D76EE2F19E9 W. Solarcit 3055 Clearview Way, San Mateo, CA 94402 SolarLease T (888) SOL-CITY F(650) 560-6460 SOLARCITY.CON - SUMMARY Date: 9/19/2014 1 Customer Name and Address Customer Name Installation Location Contractor License DAVID G REEDER 49 Hyde Pk MA HIC 168572/MA Lic. MR- i 49 Hyde Pk Barnstable, MA 02632 1136 Barnstable, MA 02632 i Estimated Solar Energy Production First Year Annual Production: 7,248 kWh Initial Term Total Production: 138,278 kWh Payment Terms Amount Due at Contract Signing: $0 Amount Due when Installation Begins: $0.00 Amount Due following Bldg..Inspection: $0.00 Estimated.Price per kWh First Year: $0.1516 Annual Increase: 0.00% First Year Monthly SolarCity�Bill: $91.59 j Lease Term 20 Years SolarCity's Promises to You: Your Prepayment and Transfer Choices During the • SolarCity will.insure, maintain, and repair the System Term: (including the inverter) at no additional cost to you as, If you move, you may transfer this agreement to the specified in the agreement.` purchaser of your Home, as specified in the agreement. • SolarCity will provide 24/7 web-enabled monitoring at If you move, you may prepay the remaining payments no additional cost to you, as specified in the agreement. (if any) at a discount. • SolarCity will provide a money-back production _ guarantee, as specified in the agreement. Your Choices.at the End of the Initial Term: • SolarCity will warranty your roof against leaks and • SolarCity will remove the System of no additional cost restore your roof at the end of the agreement as to you. specified in the agreement. . You can upgrade to a new System with the latest solar • The pricing in.this Lease is valid for 30 days after technology under a new contract. 9/19/2014. If you don't sign this Lease and return it to us on or prior to 30 days after 9/19/2014, SolarCity • You may renew your agreement for up to ten (10) reserves the right to reject this Lease unless you agree years in two (2) five (5)year increments. to our then current pricing. •.Otherwise, the agreement will automatically renew for • We are confident that we deliver excellent value and an additional one (1) year term at 10% less than the customer.service. AS A RESULT, YOU ARE FREE TO `then-current average rate charged by your local utility. CANCEL ANYTIME AT NO CHARGE PRIOR TO CONSTRUCTION ON YOUR HOME. SolarLease version 6.6.0, September 16th, 2014 281723 SAPC/SEFA Compliant Document Generated on 9/19/2014 DocuSign Envelope ID:6E24F373-3D8A-42EA-AE29-1D76EE2F19E9 22. PUBLICITY I have read this Lease and the Exhibits in their entirety and acknowledge that I have received a complete copy of this SolarCity will not publicly use or display any images of Lease. the System unless you initial the space below. If you initial the space,below, you give SolarCity permission to take pictures of the System as installed on your Customer's Name: DAVID G REEDER Home to show to other customers or display on our website. Dogas�gned by: . Signature: �_V �_� rut— , Homeowner's In itials 84D9940664834FE... }} Date: 1 9/19/2014 23. NOTICE OF RIGHT TO CANCEL YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR Customer's Name: TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS LEASE. SEE EXHIBIT 1, Signature: THE ATTACHED NOTICE OF CANCELLATION FORM, FOR AN EXPLANATION OF THIS RIGHT. Date: 24. ADDITIONAL RIGHTS TO CANCEL IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO ',, CANCEL THIS LEASE UNDER SECTIONS 6 AND 23, -;;SolarCity. YOU MAY ALSO CANCEL THIS LEASE AT NO COST SolarLease AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. SOLARCITY APPROVED 25. Pricing The pricing in this Lease is valid for 30 days after you don't sign this Lease and return it Signature: 9/19/2014. If Y g IYNQON RIVE,CEO to us on or prior to 30 days after 9/19/2014, SolarCity SolarLease reserves the right to reject this Lease unless you agree to our then current pricing. 'w SolarClty. Date: 9/19/2014 SolarLease version 6.6.0, September 16th, 2014 281723 SAPC/SEFA Compliant i T f �;�fS Office of Consumer Affairs and Business Regulation 10`Park Plaza:= Suite 5170 Boston; Massachusetts 02116 Home Improvement,Contractor Registration Registratiorf 168572 Type;, Supplement Gard r Expiration: 3//8/2015 SOLARCITY CORPORATION CRAIG ELLS 24 ST. MARTIN STREET BLD 2 UNIT 11 ��---=- MARLBOROUGH, MA 01752 A •'' Update Address and return card.Mark reason for change. scn 1' c, 20M-05M I Address Renewal Employment Lost Card Wv""o fice of Consumer Affairs&Business Regulation i License or registration valid for individui use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: f Office of Consumer Affairs and Business Regulation egistration: 168572 TYp(% 10 Park Plaza-Suite 5170 Expiration: 3/812015 SuppWnentl:ard Boston,MA 02116 SOLARCITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BLD 2UNI "ALBOROUGH,MA 01752: Undersecretary Not v lid without signature {mZ sk setts 6) rir6C6 �F Pubic S'afdt; t 0oarc3 bf Building Ragutatr-6 s-and$t inuafr s R i Llcense..6S407663 r sic .kR, CRAIG ELLS = a 2"BAKER STREETA °• Keene NH.03431i Gsn►ti4i44iifae. 08129I2017 VIC Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home lmprovementContxactor Registration Registration: 168572 Type: Supplement Card Expiration, 3/8/2015 SOLAR CITY CORPORATION `1 p. WAYNE EUBANK _ 24 ST. MARTIN STREET BLD 2 UNIT�11 -- MARL'BOROUGH, MA 01752 to r ,t �.,,��::"e• Update Address and return card.Mark reason for change. SCA 7 Ci 2OM-05111 C Address Renewal F� Employment Lost Card d ffice of Consumer Affairs&Business Re ulation B License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found•return to: Office of Consumer Affairs and Business Regulation W'egi stration: 168572 Type: .10 Park Plaza-Suite 5170 Expiration:`3/8/2015 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION - WAYNE EUBANK 24 ST MARTIN STREET BLD 2UN1 TII0LBOROUGPi,MA 01752 Undersecretary N valid without signature r Town of Barnstable *Permit ���y3 Expires 6 mont jrom issue tie N Regulatory Services Fee (� EMI. M'M Thomas F.Geiler,Director 039. ♦� rFp MA't A Building Division �Ig11:; Tom Perry,CBO, Building Commissioner - 200 Main Street,Hyannis,MA 02601 www.town.barmtable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY l Not Valid without Red X-Press Imprint Map/parcel Number Property Address -JoResidential Value of Work$ .Q h4ikm fee of$35.00 for work under$6000.00 c . Owner's Name&Address Contractor's Name (a Telephone Number Home Improvement Contractor License#(if applicable)) Email: Construction Supervisor's License#(if applicable) l� ®�® PR;Qor..fl orkman's Compensation Insurance Check one: JUN 10 2013 ❑ I am a sole proprietor ❑-1 am the Homeowner,P have Worker's Compensation Wurance TOWN OF BARNS-` A--mLe Insurance Company Na f�Q� Workman's Comp.Policy Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping., Going over existing layers of roof) ❑ Re-side ❑ Re lac ent Windows/doors/sliders.U-Value (maximum.35)#of windows #of doors: ❑ S on Monoxi a detectors 4 floor plans marked with red S and inspections required. Separate El ctrical& e Permits required. *Where required: Is ance of this pe it does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owne must sign Property Owner Letter of Permission. A copy of the ome Improvement Contractors License&Construction Supervisors License is required. SIGNAT Q:\WPFILES\FORMS\building SS.doc Revised 060513 Massachusetts -Department of Public Safety ' PE rrE'tN��T ` .r- Board of Building A'407 efines Road SufAe 11a. �� - Ai d ng Regulations and.Standards_ �.,< ��-S Construction SupervisorJiAalte, ' 274 04 ' s t L'icen'se: CS-069058 ( }V�wwmb PIA RICHARD S TUP"R �`# 79 B MID-TECH DR ;• F fir. WEST YARMOOM MA 2 . ; Y Rhard Tupper '.` 4w# . Expiration C,>i✓R'�`I , ' U MKONA Commis�sio'ner` 12/31/2014. x � - � � - :� .�,^"" �` t „�+ca'✓��'C/)009YInR72�QL[IL ✓!�(Q4d � •` 4J� o� tE r ° Offiee of consumee),V rq &Bds�oess'Reg ads ��� r Mil IMP,ROY6 RACTOR.' Y People Helping People Build aSafer Woad ' R9stntloir 92845 `' Type I + • s' a £icp,rat,on," 2 1 Individifai. r " . tRI ,'g °rt)PPE: M£MBER` fl� ,, �,� Rl3 tK s Richard Tupper � .. RlctR Tyr c 29 Roberta Dcive �T Tupper Construction - ;ems ^* r vx - W ' OUTH MA 62613 Building Safety Professional � � pt + Member#:'8168119 xp'3 2014 � Dec. 19, 2012 4:37PM No, $524 P. 1/2 AG VKUTM DATE(MMIDDIYYY`) CERTIFICATE OF LIABILITY INSURANCE 12/19/2012: THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND;EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL.INSURED,the policy(les)must be endorsed.:if SUBROGATION IS WANED,subject to the terms and conditions of the poilcy;certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Lora Lowe Southeastern'Insurance Agency, Inc. . HONE a (508)997-6061 (508)990-2731 C No: .439 State Rd. : EMAIL ADDRESS: . . P.O. Box 79398 CUSTOMER ID/: N. Dartmouth, MA 02747 INSURER(S)AFFORDING COVERAGE NAICIF INSURED INsuRERA: Arbella Protection Insurance. . Tupper Construction. Co LLC INSURERS: AEIC INSURERC: CNA Surety 27 Roberta Drive INSURERD: West Yarmouth, NA 02673 INSURERS: INSURERF: COVERAGES CERTIFICATE NUMBER: 12/13-2 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT.TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS; EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDLIS. . . . . . . . TYPE OF INSURANCE . . POLICY EFF POLICY EXP LIMITS. - - LTR : INSR WVD POLICY MMIDD MWD GENERAL LIABILITY 8500008743 1.1/0112012 11/0112013 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES(E occur ence) $ 100,000 CLAIMS-MADE.,a OCCUR. MED.EXP(Any one person) $ 5.,00 A. PERSONAL&ADV INJURY. 000.,00 GENERAL AGGREGATE $. . -- 2,000,00( : . . . GEUL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY JECaT LOC $ AUTOMOBILE LIABILITY 5666240000 12101/2012 12101/2013 COMBINED SINGLE LIMB (Ea accident). $ 1.,000.,00 . . . ANY AUTO . . . - BODILY.INJURY(Per-person) ALL OWNED AUTOS BODILY INJURY(Per accidents $ A X SCHEDULED:AUTOS PROPERTY DAMAGE $ X HIREDAUTOS (Per accident) INC X NON•OWNEDAUTOS. . $ UMBRELLALIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $. :WORKERS COMPENSATION WCC500559301200 10103/2012 10/03/2013 X TORYLMITS X ER AND EMPLOYERS'LIABILITY YIN. ANY PROPRIETORiPARTNER/EXECUTIVE D RICHARD TUPPER IS E.L.EACH ACCIDENT. S. 500 0O B OFFICER/MEMBEREXCLUDED? NIA (Mandatory In NH) I1fLUDED FOR.WC COVERAGE E.L.DISEASE-EA EMPLOYE $ 5.00,00 II yes,describe under. DESCRIPTION OF OPERATIONS below E.L'.DISEASE:POLICY LIMIT $ .500,00 . C on or theft"o money 8r r 71068813 0212812012 02/2812013 Limit of.510;000 roperty: DE RIPTIO OF OPERATIONSI LOCATIONS IVEHICLES(Attach ACORD 101,Addltlonal Remarks Schedule,if more space isrequired) iII.julio@csgrp.com CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED_BEFORE THE EXPIRATION DATE :THEREOF, :NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Conservation Services Group Attn: Bill Julio AUTHORIZED REPRESENTATIVE 50 Washington_Street We tborough, MA .01581 Lora Lowe O 1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD TUPPER CONSTRUCTION Co., LLC 79B Mid-Tech Drive West Yarmouth, MA 02673 (508)778-0111 Date: Town of Attn:Building Department I hereby authorize Tupper Construction Co. pull the permits necessary to complete the project described on the attached permit application form. Thank you, Owner's Signature Print Owner's Name Street Address: iN�- I - The:Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual); Tupper Construction Co, , LLC Address: 79B Mid Tech Drive City/State/Zip: West Yarmouth, MA 02673 Phone#: 508-77.8-0111 Are you an employer?Check the appropriate box: Type of project(required)`. l:❑X'I am a employer with 4. ElI am a general contractor and 1 6. ❑New.construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ lam a sole proprietor or partner- listed on the attached sheet. 7• ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition workingfor me in an capacity. workers' comp:insurance. Y P h'• 9. ❑ Building addition [No.workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3:.❑ I am a homeowner doing all work right of exemption per MGL 1 l.❑Plumbing repairs or additions myself. [No workers'comp. c. 152;§1(4),and we have no 12.❑ Roof repairs insurance required.]t employees. [No workers' 13:❑ Other comp.insurance required] 'Any applicant that checks box#1 must also fill out:the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy.information. 1 am an employer that is providing workers'compensation insurance for my employees. Below is lire policy and job site information. Insurance.Company Name: AEI C Policy#or Self-ins..Lic:#• WCC 5005593012012 Expiration Date: 10/0 3/2 013 9 Q Job Site Address: J City/State/Zip: Attach a copy of rs'compensation policy declaration page(showing the policy number and expiration date). Failure t cure coverage as equired under Section 25A of MGL c. 152 can lead:to the imposition of criminal.penalties of a fine o$1,50 and/or o e-year imprisonment,-as wellas civil penalties in the form of a STOP WORK ORDER and a fine p to$250.00 a d y agains the violator. Be advised that a.copy of this statement may be forwarded to the Office. of vestigations of e DIA for i surance coverage verification. do hereby certify under thep zins and penalties:of perjury that the information provided ab a is ue and correct: Si e: 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#: °F"E tpy. The Town of Barnstable snxxsTnai.E, 9 A �0� Department of Health Safety and Environmental Services 1 M. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner May 10,2000 David and Pamela Reeder 49 Hyde Park road . Centerville,MA 02632 Re: 49 Hyde Park Road(Map 173/Parce1016 006) Dear Property Owner: A review of our records,including the permitting history of 49 Hyde Park Road,as well as the Zoning Board of Appeals records indicates that the use of that address as anything other than a single- family home is illegal. You are hereby ordered to discontinue the use of the above referenced property as it is now being used and restore it to a single-family home. You are to accomplish this work and notify this office to inspect within 14 days of your receipt of this letter. A building permit must be applied for to redesign the layout to accommodate the conversion. You must do this before you make any changes. You have the right to appeal this decision. If you so choose,we will be more than happy to help you. If we do not hear from you within the 14 days,we will be forced to seek criminal action against you. Very truly yours, Ile, KENO G% � 5G M.Urenas ZONING ENFORCEMENT OFFICER GMU/kl q-forms-g980218a Property Location: 49 HYDE PARK ROAD MAP ID: 173/016/006// Vision ID: 12025 Other ID: Bldg#: 1 Card 1 of 1 Print Date:05/08/2000 ' TIP �evej L FuDuc ate] ave Description code Appraised Value Assessed value as a e on ie 801 9 HYDE PARK ESIDNTL 1010 1729500 172,500 ENTERVILLE,MA 02632 cpis E DATA-Barnstable, ccountt 352558 Flan Ket. Tax Dist. 300 Land Ct# er.Prop. #sR VISION, Life Estate DL 1 LOT 5 Notes: DL 2 GIS ID: Tor.11 211,7UU , WjSA �� •%: .e. ,:. . ••� „�m���. .A Kr r. o e AssessedValue r. o e AssessedValue r, Code ssesse a ue AVIS,KEVIN A&JANET L 5297/035 09/15/1986 Q I 245,000 AYSIDE BUILDING CO INC 4895/087 01/15/1986 U V 280,000 N 2000 1010 165,4001999 1010 165,4001998 1010 165,400 oat oat oat , 600 - - �,taas>,..,� -� a�e's, _ •�,� .'..�_�., -ter, ; ✓.+: .�•»,����. Iftis signature ae now a ges a visit y a ata Collector or Assessor Year ype escrrptton mount o e Description um er mountComm.Int. OZI aV r Appraised Bldg.Value(Card) 166,700 Appraised XF(B)Value(Bldg) 5,800 Appraised OB(L)Value(Bldg) 0 o a ': ..',."'^ �' .. ^._,.,Fc.. .. : r q, ,.a :zF .. z .€ Special Land Value Value(Bldg) 39,20 0 ADJ FOR OPEN SPACE........... Total Appraised Card Value 211,700 Total Appraised Parcel Value 211,700 Valuation Method: Cost/Market Valuation e o aAppraised Parcel Value 211,70U �R -m'�., aL....... _ ��..:.�. ... . .. ' a, i�S... . •.;.._:.� .•.. ___.. �..�. � Permit issue ate ype escrptton mount nsp. ate o omp.., Dare. o'.mp. Comments Date ma;= ,:.,.�ffi. u..arp;o.a �se esu t eas is e 3/15/87 JG -�n .1a ..:�... ,.:».. �...,..,... .»....,.�...��... .....e._:.,.�'.. � _.. :.., . +s ;;1:� ..., .,.... .. � ��..':,t?<ar. ���• a �.�o. x,,,. ,.,e. '.�` •. �.`s:.a� Use Code Description Zone D Prontage Depth units Unit Price I Pactor actor Nbhd. I Adj. otes-Adil3pecial Pricing A dj. Unit Price Lana value single tam KC 3 UAU U 75,UUU.UUo es: , , oral ard Land UAUJAI-1 ParcelTotal an rea: Total an a ue ,7110 Property Location: 49 HYDE PARK ROAD MAP ID: 173/016/006// Vision ID:12025 Other ID: Bldg#: 1 Card 1 of 1 Print Date: 05/08/2000 71 A 4 Aff k? Ltement Ca. Ch. Description CommerciatData Dements Style/'Iype 3 Colonial ement Cd. Ch. Description Model I Residential �eat&AC Grade - B- rame Type WDK 32 Stories Stories 2 3aths/Plumbing ccupancy 0 �eilingfWall 12 1 looms/PTtns Exterior Wall 1 14 Wood Shingle Yo Common Wall 2 Wall Height 2 24 Roof Structure 03 Gable/Hip BAS 24 Roof Cover 03 Asph/F GIs/Cmp C Interior Wall 1 05 Drywall VKMEAMI& 10 1 2 Element Code Description Pactor interior Floor 1 14 arpet Complex 8 24 2 12 Hardwood Floor Adj BAS �i4 k$A I U FUR— 24 Unit Location UBM AT FHS "eating Fuel )3 as FUS eating Type )5 of Water Number of Units AC Type )3 Central Number of Levels %Ownership 20 2C Bedrooms )4 Bedrooms Bathrooms 1.5 2 1/2 Bathrms 26 26 24 24 SSW„ 4 11 2 Full+1H 'unadj.Elase Rate 8.00 Total Rooms 8 Rooms Size Adj.Factor .92538 Grade(Q)Index 1.26 10 ath Type Adj.Base Rate 5.97 Kitchen Style Bldg.Value New 175,522 24 Year Built 1986 Eff.Year Built A)1987 34 Nrml Physcl Dep 10 Funcril Obslnc con Obslnc P c.Cond.Code a Cond% pecl —Code Description P erceZqEe ingle am Overall%Cond. 5 1010 S f JLUU Deprec.Bldg Value 166,700 MNP) m�wulgv' wa,M11"11_1 Coae Description DW Units Unit Price Yr. Lp Rt %Cnd Apr. value VrLZ Firepl-1/2 Sty IV87 r Tw— Code Description Living Area UrossArea Eff.Area Unit Cost Undeprec. Value HAS ors t Floor _T;M 1,J24 1,J24 nnl.v 74,104 FAT Attic,Finished 100 200 100 27.99 5,597 FGR Attached Garage 0 576 202 19.63 11,306 FHS Half Story,Finished 403 576 403 39.16 22,556 FUS Upper Story,Finished 884 884 884 55.97 49,477 UBM Basement,Unfinished 0 884 177 11.21 9,907 WDK Wood Deck 0 464 46 5.55 2,575 If 1L Gross LW'LeaseArea ffrdg__Va_V 1175,15-271 _ i p A4,1?11. . :..../; 1 sses3'or's ma and lot number C� yoF THE to�� ' Sewage Permit' number ............. ........................... SEPTIC SYSTEM SUS INSTALLEDH Co STADLE, : i � � House number .......:.........:.�.Q;�....�5.............................. WITH TITE P` �b 9a�00� I ENVIRONAA 5 op Mpr TOWN OF BARNSPAII TIONS ® BUILDING INSPECTOR Co r . ......APPLICATION FOR PERMIT TO ...:�f??4:a4. r - � ..... �1G ..!N ............ TYPE OF CONSTRUCTION' 46 d ............................ a ..J,c�. . '..........19s5..- t TO` THE ISPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..... .. [�"./....... ..........i ...... Cl/ ...............Zoe ....................... ProposedUse /'� �. ..�/� '�f'lC. ................................................................................................... �"� ................Fire District ........... U?�I— Zoning District .......... ..... . ................................ .. Nameof Owner ...... /r'r ....................................Address ............ 4..................................,...................... Name of Builder ............ .......................:...........Address ................ ........ . Name of Architect ........6.:Q, .......................Address .................. ......................................... Number of Rooms .............. ...............................................:...Foundation .....J•Nv2 .., . ........... of �/ .... .... Exlerio. ............ Roofing ............ ............................................. Floors ..... ..Av?P.�........!��1� ...........Interior ..........!.!.! ........ j. .. ' . ...:............. (/ 1/ ' Heating ..............F1..�. ,. J.......4?�F!T 5...........................:..Plumbing ........ VI... ,..:....... .. ..................�. . ...�fl/ls Fireplace ..........1.�?' C!�,L..... .... (.ECG ........................Approximate. Cost .............L.f(l.Q .joi. .G................... ... ..... Definitive Plan Approved by Planning Board _____ ---------- __ Area .......................................... Diagram of Lot and Building with. Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH ! ti1 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...... ...... . ... ........... ..................... Construction Supervisor's License .......414d . ...... 1 i 1 '' BAYS DE BLDG. CO. =173-016 29364.....a'ermit fo .....2..si<41:y...s�r�g1je r ' . family t ,.......Y dwell' ................. &................................... ' Location ......Lot E5...........4.9..Hyde...P.axkc.. .... Centerville ,. . ._. .......................................................................... Owner .............. Bldg,..Ca................ Type of Construction ...................frame............ Plot ............................ Lot ................................ ` ' Permit Granted .................Aay...19..........19 86 " t� r Date of Inspection ..:................................19 ,fr Date Completed ........................ ......196 y� C-) s 4,t j . Assessor's kmap and lot +number /6W/�V,-1 /�, .` ' �Y PROS THE TO�y � —`�Sewage Permit number ............... ......................................... Z HARISTADLE, i Hose number"tS' ro2639 rues MAY a' TOWN OF BARNSTABLE BUILDING INSPECTOR M � APPLICATION FOR PERMIT TO ....1.2' .... CONSTRUCTION GCJc �(/ �. ............. TYPE OF ....... :tZ.6�r ..........:................................... ... ............ .................. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........ .1? ................ _ ..............ePW ....................... ......... ................................... / '� /v�F y ...... ..................................... . ..Proposed Use ............�.:...r...........Z.(::�................................... ................ .... ....... r Zoning District .......... Fire District <�-%` s �`�.�� ....................................................... ............................... Name of Owner ...... ... ..... <.:!. ..........Address �G�V Name of Builder n .........;.1......1.�.�:�.�,-o Address ................/...�;�: ::�......:'f...............,. Name of Architect U.. �1�� .. ........... Address �!,..... •• «M Number of Rooms .. ............ff.{.!.` .. A2...'Foundation .... t U`z � :.1....1.C'y?'fr. F Exterior ............... / �.;.f, �. .r..w�:. .s. .... Roofing ............/` .� ................. ........................ � ��,/ Floors � ....../ ? ?F,T........Ui•rl ... Interior ......... , ... :..... U/!?................................... Heating ..............T-.4 .(: ...... + k.?!. ......... . ..................Plumbing f?L `6�� ........ 0 ;. ............... Fireplace " ; �?� ..Z. /,1 /I......... ' t" $.Approximate. Cost .�,. .��. .! Sr.. ............................. Definitive Plan Approved,.by PI'annrn'g Board _ _ t _____�_r ______19__��� } Aea U .......................................... jf Diagram of Lot an a„,Byilld g with Dimensions ---Fe SUBJECT TO APPROVAL OF BOARD OF HEALTH t ._.-----— ko OCCUPANCY PERMITS REQUIRED FOR NEW,DWELLIN'GS I hereby agree to conform to all the Rules"and Regulations of the Town of Barnstable regarding the above construction. Name .....�1.!??�........��..... ... ,^ � Construction Supervisor's License ...... .. . ....... D -- -- ~L~~ Co. . A=173 016 . ^` --''. ~No — —.. Permit for z — dwe—ll'— ~-- ---- — Location —..L0�. �5—..�9.. ~ ' ----' _ ' .............. Centerville � ----.---~------------------ ~ � — Owner ------J��Ya-id-e'-Bl-d-g-.—Ger--- � Type of Construction ..............frume................. � � -------------'—'-----~----- � Plot ............................ Lot ................................ � Permit Granted ----'Muy..-19............lg86 ` Dote of Inspection'....................................l9 ^ Dote Completed .....................------lq . � . � � ` ' ~ . - ` ' '^ � � ' N - � H / , ` , ` ' . - . ' ' � ~ ' | ,fTME,, TOWN OF.BARNSTABLE Permit .No. .....29364 . BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash �^ °�euY HYANNIS,MASS.02601 Bond .......... . CERTIFICATE OF USE AND OCCUPANCY Issued to BAYSIDE BUILDING COMPANY Address lot #5 49 Hyde Park, Centerville USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL -. SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. !pr_ September 1. 19....8........... Building Inspector 4 TOWN OF BARNSTABLE BUILDING DEPARTMENT a�3°T TOWN OFFICE BUILDING rua HYANNIS, MASS. 02601 MEMO TO: Town Clerk FROM: Building Department DATE: 9 v© — e� An Occupancy Permit has }}been //issued for the building authorized by BuildingPermit #...... ��7.. ` �`�`....» ....»... .....................................................».....................»..».»......» ».... »»........»» issued to `"4�....3»3,L(»/ee4' --ra��. ��........ ......».»..»......»..»»».» »»»......». »..»_» Please release the performance bond. i ti � .,. PINK KEPT FILE COPY/WNITE FIELD COPY;/YELLOIXI APPLICANT COPY BUILDING 3 ,T01NPI,OF BARNSTABLE, MASSACHUSETTS �`� ``,``�) tip'` F n ` ; Y�`^•y�', s r RERMIT � r N ty ; 173—.�1.6 7✓�I' ' a it t V LIOAw 1OI(x�` s DATE May 19 19 86 E'ERMIT NO 1 *APPLICANT Or.Tner k b6 ADDRESS 4 rl,f I o r i } n �1N0 1 (STREET) .r (COS. NTR'S,LICE�I3E) PERM T TQ r Rttllri Awa11 ina NUMBER OF L_.j RY 4ing1A >Ft9tR�1Y deT®11 InQ DWELLING UNITS i STO y i}a +..ruITY►E OF INPR OV[MEN NO ;" SE) �r— AT>(LOCAjI0N) ZONING ( DISTRICT1 BETWEEN}' lot #5.., 49 Hyde ,Park, Centerville.` .,: Mt (CROSS 3TREET) _ ,AN D u :. (CROSB STREET) a r SU�(11V ISION - LOT BLOCK tr $ 'S12E •' l• :, BUILO(NG IS TO BG FT.WIDE BY as F a FT..LONG BY FT IN HEIGHT'AND.,SHALL'GONFORM IN CONS7RUCjION TO TYPE USE GROUP BASEMENT WALLS_OR.FOUNDATION ,t t 737 7-7-7— REMARKSs R -•Fip` ---8 r e�regL�-#86 43' AREA OR $OAd VOLUME ESTIMATED COST $ 1 SQ DO PERMIT (CUBIC MARE EET -FEE id ADDRESS ran to :f71. `:. B—WING DEPT e, mA •er, to a Y , ; r r ) 1 ! t - �� 't, S 4�u k: htyl� fs 'kf L 5 a° .i+': .� � 7:.} ,.`.w,:. •. .. ::: }! cY.''.G<{r � r rr �[ ! It r � •. �'. 3 v -• r" .r-ra ) E' t FOUNDATIONS'OR FOOTINGS. MADE. WHERE A,CERTIF.ICATE OF OCCUPANCY IS RE MECHgNICAL.INSLAlLAT10NS 2.'PRIOR TO COVERING STRUCTURAL MEMBERSIREADY TO LATH) QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL �. FINAL INSPECTION BEFORE FiNA,L INSPECTION HAS,BEEN- MADE. U OCCUPANCY.'' POST THIS CARD SO IT IS VISIBLE 'FROM STREET BUILDING INSPECTION APPROVALS' PLUMBING INSPECTION APPROVALS:-+ ELECTRICAL.INSPECTION APPROVALS :4 , 1 k , .. Y ti - 2-' 2 2 ,' , 3 HEATtNG INSPECTING APPROVALS REFRIGERATION INSPECTION APPROVALS / !WER G 0 riER 's 2 _ 49e 2 F 44TH ll WORK Sr4L 'NCT, =R0_EEO UN? L`'TI,E PERMIT WILL BECOME NULL AND VOID IF EbNSTRUCTION,, INSPECTIONS'INDICATED� THIS CARD NAGE'S OF APPROVE) 74E vaatCuS. WORK IS NOT STARTED WITHIN SIX MONTHS OF..DATE THE .CAN BE, ARRANGED FOR B�TELEPHONE. i STAGES JF CONSTRUC.ION "• - PERMIT IS ISSUED AS NOTED ABOVE'} OR,;WFITTEN NOTIFICATION,-. J HYD� 0 Lo-r 6 1_o-r `i m o 22.y2 339+, Fo�NnA"r��N GONG. Y•F• . 6Z.o I -- 127.00 -- - _ JOB # 84-196 CERTIFIED PLOT PLAN PREPARED FOP.- LOCATION. LOT-5 BARNSTABLE SCALE: I "=40 ' DATE. 05/16/86 REFERENCE: PB 363 PG 39 BAYSIDE CONSTRUCTION i I HEREBY CERTIFY THAT THE BUILDING SHOWN ON THIS PLAN IS ,ON THE H t DF GROUND AS SHOWN HEREON o ARNE G H. down cape engineering o y CIVIL ENGINEERS _ / Fvv A iSi - - - _ LAND SURVEYORS ROUTE 6A YARMOUTH MA DATE PEG. LAND SURVEYOR i 00 HY D yh.oo 110,S� 0 LO-V 6 Lc)-r 9 m J�• o 0 0 a`Fo�NDAT�DN i�. '' C,or+G t"1 v IA -�7? Z� —- 127.00 - JOB # 84-198 CERTIFIED PLOT PLAN PREPARED FOR: LOCATION. LOT-5 BARNSTABLE SCALE: I "=40 ' DATE: 05/16/86 REFERENCE. PB 383 PG 39 BAYSIDE CONSTRUCTION I HEREBY CERTIFY THAT THE BUILDING SHOWN ON THIS PLAN IS ON THE 1H OF GROUND AS SHOWN HEREON ss o� ARNE g H. C, OJALA H down cape engineering CIVIL ENGINEERS / �'a� IST LAND SURVEYORS- ROUTE 6A YARMOUTH MA DATE REG. LAND SURVEYOR .ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1: THIS SYSTEM IS GRID—INTERTIED VIA A r AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING r� DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC s LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING: NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE 3 PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE - s SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY , 1 . V VOLT VOLTAGE AT MAX V cp VOLTAGE AT OPENPOWER CIRCUIT VICINITY MAP -INDEX W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION X ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC.CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS ' UTILITY: NSTAR Electric (Boston Edison) i CONFIDENTIAL— THE INFORMATION HEREIN FINVERTER: J B—O 2 6 514 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., M: REEDER DAVID G REEDER RESIDENCE Evan Crocker �� r ■ unt Type C 49 HYDE PK SO�aCC�t�/ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN �'%" PART TO OTHERS OUTSIDE THE RECIPIENTS 6.375 K W P V ARRAY r�� ORGANIZATION, EXCEPT IN CONNECTION WITH BARNSTABLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE ADIAN SOLAR # CS6P-255PX 24 St. Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PACE NAME SHEEP: REV: DATE Modborough,MA 01752 PERMISSION of SOLARCITY INC. GE SE6000A—USOOOSNR2 5082802155 PV 1 10 27 2014 r: (650)636-1026 F: (650)638-1020 COVER SHEET / / (888)—SOL—CITY(765-2489) arnv.Salaraty.�am PITCH: 35 ARRAY PITCH:35 MP1 AZIMUTH:215 ARRAY AZIMUTH'215 49 Hyde Pk MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 10 ARRAY PITCH:10 MP2 AZIMUTH:215 ARRAY AZIMUTH:215 OF (�DRNEWAV " MATERIAL: Comp Shingle STORY: 2 Stories �tH � Y00 JIN K ' VI No.4 7 Digital oo Jin Kim Date: 2 14.10.27 16:21:55 -07'00' Front Of House ,t- LEGEND 1:..� 0 0 (E) UTILITY METER & WARNING LABEL Inv ® INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC DISCONNECT & WARNING LABELS * MP t. © AC DISCONNECT & WARNING LABELS EE CID 0 DC JUNCTION/COMBINER BOX & LABELS M A � DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ® O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR ——— CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L_'J- SITE PLAN I A -L[ 5- qVI 9 Aio Scale:1/16" = 1' 01, 16' 32' I% PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-026 51 4 00 Evan Crocker \��%So�arCity. CONTAINED SHALL NOT BE USED FOR THE REEDER, DAVID G REEDER RESIDENCE w,,, 1 r® BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 49 H YD E P K 6.37 5 K W P V ARRAY �1% NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENTS BARNSTABLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH NODDLES 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (25) CANADIAN SOLAR # CS6P-255PX PAGE NAME: SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRI IILN INVERTER: T: (650)ITY(765— F. (65 w 638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE600oA—US000SNR2 5082802155 SITE PLAN PV 2 �0/2�/20�4 cBBe>-SDL—CITY(765-2489) www•Solarc(tycom S1 (E) 20 -%N OF 4' S1 q� YOO JIN 1, 7'-11» K 1 V� E LBW No.4 7 12'-8" SIDE VIEW OF MP2 NTS 1'- (E) LBW CNA1. B ^A SIDE VIEW OF MP1 NTs Digital si y Yoo An g / 1 MP2 X-SPACING° X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MPI X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER I NOTES Date:2014.10.2716:22:02 LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64° 24" 1 STAGGERED —07'00' PORTRAIT 48" 19" PORTRArr 1 48" . 17" r RAFTER 2X10 @ 16" OC ROOF AZI 215 PITCH 10 STORIES: 2 RAFTER 2X8 @ 16"OC ROOF AZI 215 PITCH 35 STORIES: 2 ARRAY AZI 215 PITCH 10 ARRAY AZI 215 PITCH 35 C.J. 2x8 @16"OC I Comp Shingle Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS ' . LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) C2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) 1NSERT FLASHING. (E)" COMP. SHINGLE (1) (4) -PLACE MOUNT. (E) ROOF DECKING (2) INSTALL LAG BOLT WITH 5/16 Q5)DIA STAINLESS (5) SEALING WASHER. STEEL'LAG BOLT LOWEST MODULE SUBSEQUENT MODULES WITH SEALING WASHER @INSTALL LEVELING FOOT WITH . (2-1/2" EMBED, MIN) BOLT & WASHERS. (E) RAFTER 1 ,�, STANDOFF CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 514 00 PREMISE OWNER: DESCRIPTION; DESIGN: CONTAINED SHALL NOT E USED FOR THE REEDER, DAVID G REEDER RESIDENCE Evan Crocker �e�`s BENEFIT OF ANYONE EXCEPT SD FOR INC., MOUNTING SYSTEM: .,�� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 49 HYDE PK SolarCity.PART TO OTHERS OUTSIDE THE RECIPIENTS 6.375 KW PV ARRAYi ORGANIZATION, EXCEPT'IN CONNECTION WITH MODULES: BARNSTABLE' MA 02632 THE SALE AND USE OF THE RESPECTIVE (25) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive, Building 2,Unit rt SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PERMISSION OF SOLARCITY INC. PAGE NAME SHEET: REV DALE: Marlborough, MA 50) SOLAREDGE SE6000A-USOOOSNR2 5082802155 STRUCTURAL VIEWS PV 3 10/27/2014 T: (650)638-105— F. (650)638-1029 (888)—SOL—CITY(765-2489) www.solarclty.com 'v UPLIFT CALCULATIONS Ir SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-0 2 6 514 O O PREMISE OWNER. DESCPoPnON: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: CONTAINED SHALL NOT BE USED FOR THE REEDER, DAVID G REEDER RESIDENCE Evan Crocker SOIarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: A'A% NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 49, HYDE PK 6.375 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: 24 SL Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (25) CANADIAN SOLAR # CS6P-255PX PAGE NAME: SHEET- REV: DATE: Marlborough,MA 01752 y SOLARCITY EQUIPMENT, WiTHWT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 5082802155 UPLIFT CALCULATIONS PV 4 10/27/2014 (888)—SOT--CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N)'#8 GEC TO TWO (N) GROUND Panel Number: Inv 1: DC Ungrounded EINV -(1)SOLAREDGE #SE6000A-US000SNR LABEL: A -(25)CANADIAN SOLAR # CS6P-255PX GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43944157 Inverter; 60 0W, 240V, 97.5%; w�Unifed Disco and ZB,RGM,AFCI PV Module; 255W 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC_1136 MR Underground Service Entrance Voc: 37.4 Vpmax: 30.2 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL SolarCity E; 20OA/2P MAIN CIRCUIT BREAKER ' Invert@ 1 (E) WIRING I CUTLER-HAMMER 200A/2P Disconnect 5 SOLREDGE SE6000AAUSOOOSNR2 4 A I DC - - MP 1: 1x8 E) EGC ( LOADS B 21.V r-----=--- _----------- -------- =- ---------------- ---- I Ll L2 DC+ I N DC- I j 2 35A/2P ---- GND -------------------- ----------- -EGC/ --- DC+ DC+ - - - - I jA I _ .. .. GEC L DG DC- MP 1: 1x17 I - -- EGC ------- --- ---F- -- EGC-----------------*J N I - (1)Conduit Kit; 3/4" PVC, Sch. 80 -J o EGCLEC - I - GEC-r-{ -TO 120/240V 1 SINGLE PHASE I I UTILITY SERVICE PHOTO VOLTAIC SYSTEM.EQUIPPED WITH RAPID SHUTDOWN ' Voc* = MAX VOC AT MIN TEMP POI (1)SIEMENS#023� PV BACKFEED BREAKER B (1)CU.TLER-HAMMER #DG222UR8 n A (1)SolarCit.p 4 STRING JUNCTION BOX D� Breaker, 35A 2P, 2 Spaces Disconnect; 60A, 240Vac, Non-Fusible, NEMA 3R /y 2x2 STRMGS, UNFUSED, GROUNDED -(2)Ground Rod; 5/8' x 8% Copper -(OCUTLER HAMMER H DG100N6 Ground eutral Kit; 60-100A, General Duty(DG) PV (25)SOLAREDGE3oo-2NA4AZS PowerBox Optimizer, 30OW, H4, DC to DC, ZEP nd (1)AWG #6. Solid Bare Copper. -(1)Ground Rod; 5/8''.x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG #8, THWN-2, Black 1 AWG#10, THWN-2, Black Voc* =500 VDC Isc 15 ADC (2)AWG #10, PV WIRE, Black Voc*. 500 VDC Isc =15 _ ADC O iF-(1)AWG #8, 7HWN-2, Red O (1)AWG#10, THWN-2, Red Vmp =350. VDC Imp=12.22 ADC' O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=5.75 ADC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC (1 AWG#10, THWN-2,.Green. . EGC -(1)AWq #8,,7HWN-2,.Greeq . _ EGC/GEC.-(1)Canduit.Kit;.3/4'.PVC. ..Sch. 80, . (1.)AWG #10, THWN-2, Black Voc* -500 VDC Isc =15 ADC (2)AWG#10, PV WIRE, Black Voc* =500 VDC, Isc =15 ADC ®�(1)AWG #10, THWN-2, Red 'Vmp =350 VDC Imp=5.75 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp'=350 VDC Imp=12.22 ADC (1)AWG#1.0, THWN-2,,Green. . EGC . .. . . . .. . . . . . . . . . . . . . . . . .. . . . .,. . Q CONFIDENTIALJ B CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE -026514 00 REEDER, DAVID G REEDER RESIDENCE Evan Crocker . " BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: h� m�SolarCity NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type .0 49 HYDE PK 6,375 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES:- BARNSTABLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE (25) CANADIAN SOLAR # CS6P-255PX 24 St.,Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATEMarlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: T. (650)638-1028 F. (650)638-1029 SOLAREDGE SE6000A-USOOOSNR2 5082802155 THREE LINE DIAGRAM I PV 5 10/27/2014 (866)-SOL-CITY(765-2489) www.sdarcity.com M Label Location: Label Location: Label Location: • o 0 0 •o a (C)(CB) a (AC)(POI) o (DC)(INV) Per Code: w�"�_ Per Code: _ Per Code: NEC 690.31.G.3 °o o - o o ° NEC 690.17.E ° -o ° ° °- `o` NEC 690.35(F) Label Location: o :o . - o 0 0 TO BE USED WHEN O O O (DC) (INV) 116TS95 ° - ° -o ° ° • ° INVERTER IS rr�r�r�rvr�, Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: o (�(�� (POI) .° (DC) (INV) _ _ uV Per Code: e Per Code: ° NEC 690.64.B.7 0 0 ° - NEC 690.53 0 o- Label Location:: (POI) Label Location: ° ° Per Coder (DC) (CB) •-° °e o o ° NEC 690.17.4; NEC 690.54 �V Per Code: e NEC 690.17(4) o- e•s ° e -o• - o o• oe• o RM Label Location: o (DC) (INV) Label Location: r Per Code: (D) (POI) IRA ® • `-° NEC 690.5(C) e e o UUV Per Code: °• NEC 690.64.B.4 o ° o- • Label Location: Label Location: p (POI) (AC) (POI) . -o - o - Per Code: (AC): AC Disconnect D p Per Code: - c o c ° - NEC 690.64.B.4 (C): Conduit NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect (AC) (POI) (LC): Load Center Per Code: (M): Utility Meter eUF 'phi ems' h7 NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR �,•�� tr 0=®000 SOOMEMEEEA THE MOLE O OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT NI DISCLOSED I•,I+,`�Of��l� Q T IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, SC Label Set �►� D7!®OLmttY EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. • r � SolarCity SleekMountT"" - Comp SolarCity SleekMountT"" - Comp The SolarCitySleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed w '" `"" p Installation Instructions It is optimized to achieve superior strength and Zep CompatibleTM modules C. X% / . aesthetics while minimizing roof disruption and 1 •Interlock and grounding° devices in system O Drill Pilot Hole of Proper Diameter for: UL '' � - labor.The elimination of visible rail ends and listed to UL 2703 Fastener Size Per NDS Section 1.1.3.2 mounting clamps,combined with the addition x f -'� 2 Seal pilot hole with roofing sealant of array trim and a lower profile all contribute Interlock and Ground Zep ETL listed to UL 1703 Kd ©~_ p 9 to a more visual) appealing system.SleekMount as"Grounding and Bonding System" © insert comp Mount flashin under Y PP 9 Y � 3 P 9 upper utilizes Zep Compatible TM modules with Ground Zep UL and E-rL listed to UL 467 as \ layer of shingle strengthened frames that attach directly to grounding device _ Zep Solar standoffs,effectively eliminating the ®• Place Comp Mount centered -need for rail and reducing the number.of •Painted galvanized waterproof flashing upon flashing' standoffs required.In addition, composition P - Q Install la ursuant to-NDS Section 11.1:3 Anodized components for corrosion resistance lag':pursuant shingles are not required to be cut for this with sealing washer. system,allowing for minimal roof disturbance. •Applicable for vent spanning functions _ © :Secure Leveling Foot to the Comp Mount r using machine Screw. Place module O Components 5 OQ 5/16"Machine Screw : B k ©.'Leveling Foot © Lag Screw ©D Comp Mount ` © Q Comp Mount Flashing _ �`co�MPpt a� LISTEDolarC�ty January 2013 .t..:5®IarCity January 2013 � ee51�� `,� _ CS6P-235/240/245/250/255PX r �eF ®� CanadianSolar Electrical Data Black framed 1a gl ea - Temperature Characteristics STC CS6P-235P CS6P-240P CS6P-245P CS6P-250P CS6P-255PX p Nominal Maximum Power (Pmax) 235W 240W 245W 25OW 255W : Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30AV 30.2V Pmax -0.43%/°C ® ® Optimum Operating Current(Imp) 7.90A 8.03A 8"17A 8.30A 8.43A Temperature Coefficient Voc -0.34%rC Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V 37.2V 37AV Isc 0.065%/°C " Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 45±2°C • • 0 • Module Efficiency 14.61% 1 14.92% 1 15.23% 15.54% 1 15.85% - _Operating Temperature - - -40°C-+85°C Performance at Low Irradiance Maximum System Voltage 1000V IEC /600V UL Industry leading performance at low irradiation Maximum Series Fuse Rating 15A envlronment,'+95.5%module efficiency from an Application Classification Class A irradiance of 1000w/m'to 200w/m' - t ' .,1 Power Tolerance 0-+5W (AM 1.5,25'C) - Next Generation Solar Module Under Standard Test Conditions(STC)of irradiance of 1000W/m2,spectrum AM 1.5 and cell temperature of 25V - _ :. Engineering Drawings ' NewEdge,the next generation module designed for multiple -3NOCT ; CS6P-235Pxcs6P-240PXCS60-245PXCS6P-250PXCS6P-255Px ktypes of mounting systems,offers customers the added Nominal Maximum Power(Pmax) 170W 174w 178W 181W 185w -- _ value of minimal system costs,aesthetic seamless optimum Operating Voltage(Vmp) 27-2V 27.3V 27AV 27.5v 27.5V it - P appearance,auto 9roundin and theft resistance. Optimum mum Operating Current(Imp) 6.27A 6.38A 6.49A 6.60A 6.71A i- 1 - - Open Circuit Voltage(Voc) 33.9V 34.OV 34.1V 34.2V 34.4V The black-framed CS6P-PX is a robust 60 cell solar module Short Circuit Current(Isc) 6.86A 6.96A 7.08A 7.19A 7.29A ) f incorporating the groundbreaking Zap compatible frame. Under Normal operating Cell Temperature,Irradiance df800W/m',spectrum AM 1.5,ambient temperature 20"C, t ) t. ,.. wind speed 1 m/s. The specially designed frame allows for,rail-free fast a installation with the industry's most reliable grounding Mechanical Data - system.The module uses high efficiency poly-crystalline Cell Type Poly-crystalline 156 x 156mm,2 or 3 Busbars ° A silicon cells laminated with a white back sheet and framed cenArrangement so(s X 10) I I'Cey'I'eatU reS _ - Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.57in)with black anodized aluminum.The black-framed CS6P-PX • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high Weight 20.5kg(45.21bs) reduces installation time quality aesthetic module with lowest system cost. Front Cover 3.2mm Tempered glass • Frame Material Anodized aluminium alloy • Lower system costs can cut rooftop Best Q y ualit J-BOX IP65,3 diodes • 1 91, 1 I f � Cable 4mm'IEC 112AWG UL installation costs in half ( ) ( )•1000mm 235 quality control points in module production connectors MC4 orMC4 Comparable • Aesthetic seamless appearance - low profile • EL screening to eliminate product defects o � . with auto leveling and alignment Current binning to improve system performance Standard Packaging(Modules per Pallet) 24pcs °Module Pieces per container(40 ft.Container) 672pcs(40'HQ) - • Accredited Salt mist resistant Built-in hyper-bonded.groun ding system if it's I V CUIVeSC55PX)_� , ' mounted,it's grounded Best Warranty Insurance a j } • Theft resistant hardware 25 years worldwide coverage ° a,q=j i SectionA-A 100%warranty term coverageUltra-low parts count - 3 parts for the mounting Providing third party bankruptcy rights ' .75,0and grounding system ' Non-cancellable r first com rehensive warrant insurance b Immediate coverageIndust Y YY P ance com aniesb 3 wort d to msur oAM Best rated leading Insurance companies in the . Insured y p P ; r ) worldComprehensive Certificates 5L-Industry leading plus only power tolerance:0-+5W 'IEC 61215,IEC 61730, IEC61701 ED2,UL1703, o { a Z7z • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS to 1i za xs a0 s ,n ' ground mounting systems • IS09001:2008:Quality Management System w.• _ - - - 1 • ISQ/TS16949:2OO9:The automotive quality Speciticationsincluded in this datasheet are subject to change without prior notice. • Backed By Our New 10/25 Linear Power Warranty management system Plus our added 25 year insurance coverage IS014001:2004:Standards for Environmental About Canadian Solar management system Canadian Solar Inc. is one of the world's largest solar Canadian Solar_ was founded in Canada in 2001 and was 1007N� _ - • QC080000 HSPM:The Certification for companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in 0.Az Added Value Fr Hazardous Substances Regulations manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing o 90v m Warrant solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. x r,t' 1x y OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide ea% • _ t occupational health and safety customers. Canadian Solar's world class team of - 0% REACH Compliance professionals works closely with our customers to s 10 is 20 25 P provide them with solutions for all their solar needs. , a' �Y • 1' 10 year product warranty on materials and workmanship °s aE 1 • s' ��±� t 1 25 year linear power output warranty. www.canadiansolar.com •• ' - EN-Rev 10.17 Copyright02012 Canadian Soler Inc. solar=oo :. Solar=ooSolarEdge Power Optimizer' Module Add-On for North America ..: P300 / P350 / P400 SolarEdge Power Optimizer 3 Module Add-On For North America FB08 P350 P4DD - (for 60-cell PV (for 72-cell PV (for 96-cell DV. Yn ft ,' _ `� modules) modules) modules) ss n e y.,' v... . +INPUT, P300 / P350 / P400 ���,� Rated Input DC Power 300 350 400 W ........put ..we ......................... ... ....... •;^ `�; .�^ Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc t u ..... ....................... ..................... ..... ..... ..... ...... .. ... .... ..... .... ,.i., ... .. .. ... MPPT Operating Range 8-48 860.. 8 80 Vdc,• ........................................................................... ....................... ......... .. ... .......... ..... ........ Circwt Current(Isc) 30. Adc '.:� .................... ........... ............. ......... ....................... ..... .................................. .... .. Maximum DC Input Current 12.5 ...r1 17 . Maximum Efficiency................................................... ......... .. 99 5 ...... ... ..... % + L......1 .. Weighted Efficiency ...98.8.. ...%... _ ................ ...... . .. .. ...... ... ... ..... .. ... .. - _ Overvoltage Category II _Y OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) O Maximum Output Current ........................................ ............... .... 15 - " Maximum Output Voltage 60 Vdc - - !OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc r •:,.,• - l STANDARD COMPLIANCE _ - (.`r�.++tz t EMC - FCC Part1S Class B:IEC61000 6 2,IEC61000 6 3 - + `` �, r ,,.• ,,:.;:x-;.. Safety .. ...._ .. .. ,. w;. .. .. • ... .... .... .... - _ ROHS .'.. .. '..Yes _ - !INSTALLATION SPECIFICATIONS _ dp, r... _ ,.. _ _,. - .... ..... ......... ......... ........... ......... ...... - ' Maximum AllowedSystem Voltage 1000 Vdc `. Dimensions(W xLx H) 141z212 x405/5 SSx834z159 mm/m - Weight lmcludmg cables) .............. .... 950/2.1 •. .... ••.gr/Ib_._ �,�"",J" - Input Connector ....•........ .. ........ MC4/Amphenol/Tyco....... .r Output Wire TYPe/Connector... .. ............. ..... ............Double Insulated;Amphenol..... ...... .......... .. ..0.95/3.a..... .... ......1.2/3.9............ ... ... /h.. .. - .• r;', s r ..Operating Temperature Range... ........................ _ ... ....... -40 +85/40-+185 .. ..... ...... ....C/..F... Protection Rating ....... .... .............IP65/NEMA4........ r ''' Relative Humidity 0 100 % ................. ................................................I.... ............................................... _ • ' _ arced ne w.R.o+u.move.Modmemoomsxoorenoerooee r - PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE _ J INVERTER SINGLE PHASE 208V 480V K' - PV power optimization at the module-level Min5tring ptirs).... 8 .... 10 18 ...imum..... .........Length...(Power.......O. mize . ... ..... .... .......... M — Up to 25%more energy - - aximum String Length(Power Optimizers) 25 25 50- ... ..::........... .................. ... ...... .. ' Superior efficiency(99.5%) - - Maximum Power per String. . 5250 6000 ... 12750 ..W .. - ......... ... . - ..0..... . ....................... Parallel Strings of Different Lengths or Onentations Yes - ' — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading """"'•""•'•'"............•••. ..... .................. •••..•••. - Flexible system design for maximum space utilization — Fast installation with a single bolt Next generation maintenance with module-level monitoring - Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA - WWW.sOlaredge.US i L � x solar - Single Phase Inverters for North America so I a r Cc) 0 v SE7600A-US/SE10000A US o Wo - SE300OA-US/SE380OA-US/SSE14 OA-USSE6000A US/ -, �,f SE3000A-US SE3800A-US SESOOOA-US SE6000A-US SE760OA-US SE10000A-US SE1140OA-US ?OUTPUT _ SolarEdge Single Phase Inverters 9980@208V I)1f yak �� ) © fi � Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA t � � � �, ......................................... 5400 @ 208V 10800 @ 208V.. k Max.AC Power Output - 3300 4150 6000 8350 12000 VA m> r _. _--. i• -.- - 5450•@240V. ..•• 10950 @240V .. For North America ...................................... ....... ........ . ........... - AC Output Voltage Min:Nom:Max -,.n .. _ . 183-208 229 Vac .. .. ✓..... ............ ............ .....✓...... ............... ......... SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ " C ....... x u AC Output Voltage Min:Nom:Max ✓ ✓ - ✓ - ✓ ✓ ✓ •/ ,• 211-240-264 Vac - 1 000A-US SE1140OA-US �.. 3-60 6.5 , ithHIc country setting 5..6.. .,.. SE7600A-US/SE 0 / r , q y ......... .. `} "i ;) m `4 `/�""; AC Fre uenc Min.Nom.Max. 59.3-60 60.5(with HI country setting 57-60 60.5)� Hz x ......................................... ........ ... 24 @ 208.. .. ..... 48 @ 208V - TS _ `�'� Max.Continuous Output Current 12.5 16 25 32 47.5 A r d I r •14Wr C•y..; S' ...............:P............:... ( .21.@.24..... ....... .... .-.............. ...42 @.240V.......-......... .. .... ............... u ........ A. .oV.............................................n1s s. GFDI............... ..................................... . . 1 .............. ......... 'r_ ,+fir `n.t1 Utility Monitoring,Islanding • Yes Protection,Country Configurable _ 1y; t w ik • Thresholds F,jt•'s5 ,Y�:.4 "i, 61NPUT ..,,•,,,, '!`m',Z a 5 :L -`€., ;Y:„ av ��z.�, t• Yw. Recommended Max.DC PoweP' 3750 4750 6250 7500 9500..... 12400 14250 p W (STC) ............. .. .... - .-... .................... ..... ... ......... �;<c�WBt w f Y °..-,.� •. t.. a xfx.y :- Transformer less,Ungrounded.. .............. .. ..Yes .............................. atzan, `7t - ck'k of t.w<:;' ': .......... ........ .. .. ...500 ............ ... t i > � °�- Max.Input Voltag? ............................... ........... .. �•, yv,.:: �W, a. f+.' .�r,* .r• #,+� Nom.DC Input Voltage.............. ......... 325 @ 208V/350 @ 240V - ..... .Vdc I, "..-.,«.....�......._�.:. tir,.` .._:f14 riz 3a3",• +..;". , ° '*t {""` +'',., ... ..... ..... ... ...... ..16.5@208V. . ....... .... ... ...33@208V Max.Input Current— 9.5 13 18 ..23. 34.5. Adc ... - �r - ..- -a..,�. s •tom. �.t -� ... ....... .. . .......... .......... . ....... ••.•.. •'loll 5@540 •••Adc.... - s _Reverse-Polari Protection Yes. ................... ......... ..:. .......................... ....... • .5 @ 240V 30. V &T :wx g4 } Y fiT ?t '-�-- - ^----•-----^-•--� s+. 9 �, ,_ „» ,• Ground Detection..•••_ ...._....• tivity... •• ..•_ .... ............. .•, * -'z - -�"' " - - '- `*' ••` Maximum Inverter Efficiency - 97.7 ••• 98.2 •• 98.3 0098.3nsi ..98.•• •98•. .98 %. - Y......... ....... ......... .. .. .. .. CEC Weighted Efficiency 97.5 98 7.5 @ 208V 97.5 97.5 97 @ 208V 97.5 % 98 @,240V• ..97.5 @ 240V..L................ ... ............I............. ............... ................I...............I..9..... .. Nighttime Power Consumption <2.5 .. .............. .............. .. - _-- - .aA.' xfil, 'ADDITIONAL FEATURES Y - Supported Commumcat on Interfaces RS485 RS232 Ethernet,ZigBee(optional) ........ 1 ,. #•- Revenue Grade Data AN C121.....I.. . . •• .Optio .... .••... Hal s • - STANDARD COMPLIANCE _ «.1 , ,R'a• e �;� z :' 't" r t x �• 7 'a°t Safety - ........UL1741,UL16998,UL1998,CSA... . . .............. ............ ......... - ................................... ................................. Grid Connection Standards ........ ...................................... IEEE1547 . �. ,.�,. ( • ++ : a, o*a.r r ,d ,� P? c rm fy, L+,"Ir: x# . . ... . . - .0 y:4 rtf"�tt to- t:' T r•� "' ;'f �141 `Jf`.� teS C .rat° Emissions FCC partlSelassB p z r^-plC :x ,3 j"•k�ac>__ ,zg } ,rr.>'-, s p.d:'-` INSTALLATION SPECIFICATIONS - _; , , a';r'•;' AC output conduit sae/AWG range 3/4"minimum/24.6AWG...••••.......,•• ......•„.,3/4"minimum/.8-3AWG......._. ........ .. ....... . ........... . ....... ,- �—i tl I . ." •- - conduit size f strings s i'. �, c ' DC input mod 'ze/tt o Hogs/ 3/4"minimum/1 2 strings/24 6 AWG ....minimum/1 2 strings/14 6 AWG ... ., r,-"`xt-s ._.,.. k } : ` AWG range.... ... ... .. ... ...... .... ............. ... ... ..... . .... . ... • -,. _- --� ., „y , r am.....3 t, # - ..f,� � ,, t,�x ,,I r.,.: ,•,.. Dimensions with AC/DC Safely. 30.5 x12.5x7/.• 30.Sx12.5x7.5/ x12.5x10.5/775x315x260 Swit W ... .....775 x 315 x172 ......775 x 315 x 191 .. .... ... .... ..... min p: ..w�.=.�pw- ..-:,,:.,",n_. .t ..r..i; n... r•..,... ...' m r? w..; t'.,., ... ... ..:..... .. ...51.2 23.2.... .54.7/24.7. .. ..88.4/40.1 ..Ib/.kg.. ,..,...>.. _-�^^aF=�,�•,.-s{. ,, :.. . ..,,:;x, , , ..;, Weight with AC/DC Safety Switch / .. ........ ....... ... .... ......... .. - Cooling Natural Convection Fans user re laceable 1.......P..........�.............. ........... Noise ........................<50 deA The best choice for SolarEdge enabled systems 'gT'e' ..,....'re.... ............................... ...to+1.../-25to+6...... ve • '. Min:Max.Operating Temperature -13 to+140/-25 to+60(CAN version"" 40 to+60) •F/'C Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Range Protection Rating 1.1. NEMA 3R ........ ..- Superior efficiency(98%) Foro her reg I things please contact SolarEdge support Small,lightweight and easy to install on provided bracket U, ted to 125%for locations where the yearly average hgh temperature is above 77-F/25'C and to 135%for locations where itis below 77'f/25'C. For detailed information,refer to htt-//••^• I d /hl /dh/nverter do overs z na eu de odf Built-in module-level monitoring �.•A higher current source may be used;the inverter will limit its input current to the values stated. —- ••CAN P/Ns are eligible for the Ontario FIT and microFIT(microFIT exc.5E11400A-US-CAN). Internet connection through Ethernet or Wireless Outdoor and indoor installation a', — Fixed voltage inverter,DC/AC conversion only Ng , 3e f Pre-assembled AC/DC Safety Switch for faster installations' t Optional—revenue grade data,ANSI C12.1SPEe p � Im USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us