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HomeMy WebLinkAbout0056 DANVERS WAY . �� ,.r � ;�� '� �� ��} �� Town of Barustable Building Department $rian Florence,CBO I+/il ST'COMPL`( WITH HOME OCCUPATION Building Commissioner 'l9€ ES AND REGUTATIONS. FAILURE.TO 200 Main Street,Hyannis;MA 026.0.1,�y�Pi MAY RESULT IN FINES www.town.barnstable.ma.us L Pre-application for Business Certificate Date E( ! Map r Parcel .I . . Applicant Information . Applicants Name Applicants Address U (A M j0d)( I C M R Oa(aD Email Address , Telephone Number Listed 0 Unlisted Business Information Y New Business? --------=-------= ----------------------. Yes No Business is a registered corporation? - - ------------------ Yes No If yes Name of Corporation Does business operate under the registered corporate name? Yes No. Is the business a sole proprietorship or home occupation? _ ___-_- Yes No If yes then a Home Occupation Registrationis required—See Building Division Staff Name of Business I �U�2 �(�.J� ' Mes Business Address 5(0 Type of Business 0 p9Ni Building CommiTener Office Use Only Conditio i. S "G' Building Commissioner Clerk Office Use Only Town of Barnstable , Building Department °psHe t°� Brian Florence,CBO Building Commissioner MUST COMPLY WITH HOME OCCUPATION 200 Main Street,Hyannis,MA 02601 RULES AND REGULATIONS. FAILURE TO 9 BMtNBLE, COMPLY MAY RESULT IN FINES. 1639• www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: Permit#: HOME OCCUPATION REGISTRATION Date: Name: VCyr Phone#r Address: 9!2 1a \A6,-Uhi I 4WM, (S Village: Name of Business: S Type of Business: Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings, and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation, other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read qDd2Wee with the above restrictions for my home occupation I am registering. Applicant" ! Date: -,q of Homeoc.doc Rev. 10/17 L D lrJ Ap.SAA jt/�T Jti71 �1 b/?1� Cw� JbYl j ti , f� r f - . L A G Y►'1 j4 berm� ate-. � • 3 I j j i I i j I I is i I j ! r T,,o, " .wn 1"'. '111of Bar1-% t , '-nstableBuild Post Thiing s Card So That rt is Visible"From tF a Street Approved Plans Must„be Retained on J,ob and this Cardl Must:be Keptt " Posted Until Final Inspection Has Been ' 6 ' Where a Certificate of Occupancy is Required,sWch Buildmg,shallNot be Occupied untiI a Fin�al�lnsp�ectionhas been made 77. Permit No. B-18-124 Applicant Name: William McCluskey Approvals Date Issued: 01/18/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 07/18/2018 Foundation: Location: 56'DANVERS WAY, HYANNIS Map/Lot: 271 040 012 Zoning District: RB Sheathing: Owner on Record: LACEN COUVERTIER, LYNETTE g '• ,'Contractot Name: WILLIAM J MCCLUSKEY Framing`: 1 Address: 56 DANVERS WAY X Contractor License CSSL-102776 2 HYANNIS, MA 02601 Est.Project Cost: $600.00 Chimney: Description: Add R-19 fiberglass to the basement box sill Air seal the basement Permit Fee: $85.00 with expanding foam. Insulation: Fee Paid $85.00 Project Review Req: �• Da e ,,.` 1/18/2018 Final Plumbing/Gas Ruh Plumbing:o g Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six mi`66"ths afterissuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for whichthis permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Y Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Build' and F re�Official are prowdedon this�permit. Minimum of Five Call Inspections Required for All Construction Work Service: a 1.Foundation or footing , ' 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Orl4zr�F ate,v&-L. S Pot , —n�an -rvicy had dri�iv�a l�� *Please contact this office once pa.Men Such buildings shall not be occupied or valid Certificate oflnspection. (Current We now have the capability to email yo address on the Certifcate oflnspection Sincerely, 'Off/ Paul Roma Building Commissioner. • r` �4 l�s � 7 � i t 1 - ft qdrive:COI TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 27 Parcel 401Application.# Health Division Date Issued Conservation Division Application F e Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address M 104 r k k 02 f n p i Village I h(s Owner R 41(, (m-CDvV W11 W Address Telephone Permit Requesta-U;J��JLL ° �n G i t 6 1 0 G Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size A— Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Famil Two Family ❑ Multi-Family (# units) Age of Existing Structure 15 U.,p gis Historic House: ❑Yes �ko On Old King's Highway: ❑Yes 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: l - existing _new 07btal Room Count (not including baths): existing new First Floor Room Count ,NEWeat Type and Fuel: ❑ Gas ❑Oil ❑,Electric ❑ Other �kentral Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No leDetached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Dr Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name SAWCL co" S9 Telephone Number ZV- Address' �� � ��, +� �i� License # G�fr� 7 Home Improvement Contractor# Email 5S >)Lim,Lwvl Worker's Compensation # QZ /_ ALL CONSTRUCTION DEBRIS RES LTING FROM THIS PROJECT WILL BE TAKEN TO Gv Sc SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE 7 OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 9/1/11 ZZ P�CL-s DATE CLOSED OUT _ ASSOCIATION PLAN NO. i } July 19,2017 Version#68.9-TBD RE: CERTIFICATION LETTER Project/Job#0263692 H OF({ Project Address: Lace n-Couvertier Residence' 56 Danvers Way Y GN Barnstable,MA 02601 ZHU AHJ • Barnstable Town v CML m SC Office Cape Cod NO.52791 O Design Criteria: � �FGISTER� Applicable Codes=MA Res.Code,8th Edition,ASCE 7-05,and 2005 NDS Risk Category=II Wind Speed=120 mph,Exposure Category C,Partially/Fully Enclosed Method Digitally Mgn d Henry Zhu Ground Snow Load=30 psf ;_„a„"",arc;,yx m,a"=ADDBEOF MP1:2x4 @ 24"OC,Roof DL=6.5 psf,Roof LUSL=21 psf(Non-PV),Roof LUSL=11.61 psf(PV)Henry Z h u Da;�ru.07.19 3:5957o M'o" U Date;I017.07.1913:595]-0T00' -MP2:2x4 @ 24"OC,Roof DL=6.5 psf,Roof LUSL=21 psf(Non-PV),Roof LL/SL=12.69 psf(PV) -MP3:2x4 @ 24"OC,Roof DL=6.5 psf,Roof LUSL=21 psf(Non-PV),Roof LUSL=12.69 psf(PV) -MP4:2x4 @ 24"OC,-Roof DL=6.5 psf,Roof LUSL=21 psf(Non-PV),Roof LUSL=12.69 psf(PV) -MPS:2x4 @ 24"OC,Roof DL=6.5 psf,Roof LUSL=21 psf(Non-PV),Roof LUSL=12.69 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss=0.18757<0.4g and Seismic Design Category(SDC) B<D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from Tesla. Structural evaluation was based on site observations and the design criteria listed above. t Based on this evaluation,I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building.and/or new building provisions adopted/referenced above. Additionally,I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/dots submitted for approval. Tesla,Inc. T ES L n 3055 Cleaiview Wray San Mlateo.C 94402 p 650 638 1028 16506381029 r ' r r Version#68.9-TBD i HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES .Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-YSpacing Y-Y Cantilever Configuration Uplift DCR MP1 72" 24" 39" NA Staggered 95.1% MP2 72" 24" 39" NA Staggered 94.9% MP3 72" 24" 39" NA Staggered 94.9% MP4 72" 24" 39" NA Staggered 84.7% MPS 72" 24" 39" NA Staggered 84.76% Portrait Hardware=Portrait Modules'Standoff S ecifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 24" 15" 65" NA Staggered 52.8% MP2 24" 15" 65" NA Staggered 52.7% MP3 24" 15" 65" NA Staggered 52.7% MP4 48" 17" 65" NA Staggered 94.1% MPS 48" 17" 65" NA Staggered 94.1% Structure Mo nting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP1 Pre-Fab Truss 24"O.C. 37' Member I mpact Check OK MP2 Pre-Fab Truss 24"O.C. 34' Member Impact Check OK MP3 Pre-Fab Truss 24"O.C. 34' Member Impact Check OK MP4 Pre-Fab Truss 24"O.C. 34° Member Impact Check OK MPS Pre-Fab Truss 24"O.C. 34° Member Impact Check OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Member Properties Summary M P1 Horizontal Member Spans Rafter Properties Overhang 0.74 ft Actual W 1.50" Roof System Properties °Actual D ; 3.50" Number of Spans w/o Overhang) 2 Span 2 5.45 ft Nominal Yes Roofing Material Comp Roof,r -Span 3 ­A°(inA2)-., -5.25 Re-Roof No San 4 Sx in."3 3.06 Plywood Sheathing -Yes :•. San 5 Ix in"4 : ; ,5.36 Board Sheathing None Total Rake Span 9.17 ft TL DefPn Limit 120 Vaulted*Ceiling No . - - PV 1 Start "`'. 1.33 ft. Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 6.75 ft Wood Grade #2 Rafter Sloe 37° PV 2 Start` Fb(psi) "875 Rafter Spacing 24"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start` : r E(psi) 1400,000 ` Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 9/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 6.5 psf x 1.25 8.1 psf 8.1 psf PV Dead Load PV-DL 3:0 psf ` x 1.25< , 3.8 psf Roof Live Load RLL 20.0 psf x 0.75 15.0 psf Live/Snow Load LLISL''2 - " i 30.0 psf= x 0.7 ,I x 0.39 r ;21.0 psf ;._ 11.6 psf Total Load(Governing LC TL 29.1 psf 23.5 psf Notes: 1. ps=Cs'pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-21 2. pf=0.7(C j(Ct)(Is)pg; Ce 0.9,Ct=1.1,IS 1.0 Member Analysis Results Summary Governing Analysis Pre-PV Load s Post-PV Net Impact Result Gravity Loading Check 29.1 23.5 -19% Pass CEP HARDWARE:DESIGN:CALCULATIONS�MP1 Mounting Plane Information Roofing Material Comp Roof-,-' Roof Slope 37° Rafter Spacing --24 ,O_ C . .. Framing_Type/Direction _ _ Y Y-Y Rafters M" � —'�""� PV System Typed . SolarCity SleekMountr Zep System Type ZS Comp _ Standoff Attachment Hardware -Comp Mount SRV Spanning Vents No r N Wind Design Criteria Design Code IBC 2009 ASCE 7-05 m. ..._ :_.o_ _ Wind,Design,Method Partially/Fully Enclosed Method Basic Wind Speed V 120 mph Fi g.6-1 Exposure Category C - Section 6.5.6.3 ' Roof Style Gable Roof Fig.6-11B/C/D-1, _ ,-_.._ r -. _ -« --h,- Mean Roof Height � ° ° - 25 ft � . :> Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 To o ra hic Factor K�� _ _.P.9__P _ 1.00r_ -�� Section 6.5.7 _.. .....__�..� -- ---- - 0.85 � Table 6-4 Wind Directionality Factor Kd -,_.�_.___ _� -bl____,_ _ ` Table 6-1 Importance Factor I, 1 0'--4-- qh=0.00256(Kz)(Kzt)(Kd)(V^2)(1) Velocity Pressure qh 29.6sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GCp(Down) 0.88 Fig.6-118/C/D-14A/B Design Wind Pressure p p=qh (GCp) Equation 6-22 Wind Pressure Up p„ -28.2 psf Wind Pressure Down down 25.9 psf FAIL:M VABLMANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever - Lnd ca aspe NA Standoff Confi uration Landscape Staggered --20 sf Max Standoff Tributary_Area Trib - - -_ P_V Assembly Dead Load W-PV 3.0 psf _ Net Wind U lift at StandoffT-actual : , - 21 Ibs Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Ca acit . DCR 95.1%_ X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 24" 65" Max Allowable Cantilever Standoff Confi6 uration Portrait Staggered Max Standoff Tributary Area _ -_Trib 11sf PV Assembly Dead Load W-PV 3.0 psf ---f- _290 Ibs Net Wind.UUplift at Standoff. _ - ' __"Tactual _ Uplift Capacity of Standoff T-allow 548 lbs — _ Standoff Demand/Ca acit DCR 52.8/o'er STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP Horizontal Member.Spans Rafter Properties Overhang 0.74 ft Actual W 1.50" Roof System Properties _ Span lk V o3.53 ft ActualD f = 3:50"' "u Number of Spans w/o Overhang) 2 Span 2 4.14 ft Nominal Yes Roofing Material Comp Roof Span 3 A(in A2) 5.25,,_ Re-Roof No San 4. Sx(in.A3 3.06 Plywood Sheathin s; :Yes x' San 5;'`r 11 �TE' -5" "Ix 104 f 5.36' Board Sheathing None Total Rake Span 10.14 ft TL DefTn Limit 120 Vaulted Ceiling No PV 1 Start „1.83 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 7.50 ft Wood Grade #2 Rafter Sloe ,34° PV 2 Start ; - 0 >111 `Fb(psi)' V 1 875 Rafter Spacing 24"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E(psi) 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 8/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 6.5 psf x 1.21 7.8 psf .7.8 psf PV Dead Load s, PV-DL ;• ,:W `3.0 psf x 11,21'' >r 3.6 psf' Roof Live Load RILL 20.0 psf x 0.80 16.0 psf Live/Snow Load _ LL/SL112, 30.0,psf.. •,x 0.7 (x 0.42 t 21.0 psf,, • .02.7 psf Total Load(Governing LC TL 28.8 psf 24.1 Psf Notes: 1. ps=Cs'pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CJ(Is)pg; CQ 0.9,Ct=1.1,IS 1.0 Member Analysis Results Summary Governing Analysis Pre-PV Load s Post-PV Net Impact Result Gravity Loading Check 28.8 24.1 -16% Pass ZEP HARDWARE DESIGN CALCULATION9-R P2 _ Mounting Plane.lnformation Roofing Material Comp'Roof Roof Slope 34' Rafter Spacing 24 ,O.C. Framing Type/Direction Y-Y Rafters PV S stem a 7 `T -7 " - fi_ r�-,SolarCity SleekKORTi' Zep System Type ZS Comp Standoff Attachment Hardware Comp Mount'SRV Spanning Vents _ __ No : Wind Design Criteria Design Code IBC 2009 ASCE 7-05 _ - - Wind Design,Method , Partially/Fully Enclosed Method _ - Basic Win MSpeed V 120 mph Fig 6 1 Exposure Category "' � C u i .,i 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 7, Section 6.5.7` Wind Directionality Factor Ke. 0.85 Table 6-4 Im o ante Factor 11`0 Table 6-1 Velocity Pressure qh qh=0.00256(Kz)(Kzt)(Kd)(VA 2)(1) Equation 6-15 29.6 psf Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.95 Fig.6-11 B/C/D-1 4A/B Ext. Pressure Coefficient Down GCp(Down) 0.88 " ` Fig',6-11B/C/D-14A/B Design Wind Pressure p p=qh (GCp) Equation 6-22 Wind Pressure Up p„ -28.2 psf Wind Pressure Down d°W„ 25.9 psf ---� �ALLOINABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever.. � Landscape_ - 24" _ NA Standoff Con Figuration Landscape Staggered Max Standoff Tributary Area L Trib"a r 20 PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift-at Standoff .T-actual -520 Ibs Uplift Capacity of Standoff T-allow 548 Ibs Standoff,Demand/Ca acit ..DCR 94.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 24' _ 65 �,,, Max Allowable Cantilever' - "" Portrait -' � '-�_' ��---;,;,� � 15 Standoff Configuration Portrait Staggered Max Standoff Tributary Area_ Trib _ _ 11 sf PV Assembly Dead Load W-PV 3.0 psf Net;Wind Uplift at Standoff _ �.T-actual 4- -289 Ibs Uplift Capacity of Standoff T-allow 548 Ibs is Standoff 6e—m an—d/Cap acif "' DCR=} 52.7% =1e 1 . STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3 Member Properties Summary M P3 Horizontal Member Spans Rafter Properties Overhang 0.74 ft Actual W 1.50" Roof System Properties Span 1 3.50 ft 'Actual D " "" "` 3:50 Number of Spans w/o Overhang) 2 Span 2 4.14 ft Nominal Yes Roofing Material Comp Roof Span 3 _„„ r, & .-,A in"2). z 5.25 Re-Roof No San 4 Sx(in.A3 3.06 Plywood Sheathing Yes San 5 x "` 'Ix(in A4 " "' 5.36 Board Sheathing None Total Rake Span 10.11 ft TL Defl'n Limit 120 Vaulted Ceiling No' _ „ __. __PV.1 Start w . 2.00 ft, ,, Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 7.58 ft Wood Grade #2 Rafter Sloe 34 PV 2 Start w 11, ° ' Fb(psi) 875 . Rafter Spacing 24"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full. _ ., _., P„V 3 Start ,,, - <, E si v =11400,000• Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 8112 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 6.5 psf x 1.21 7.8 psf 7.8 psf PV Dead Load PV-DL- A :3.0 psf ry, x 1.21; ; .m r _ �s -j 3.6 psf. Roof Live Load RLL 20.0 psf x 0.80 m 16.0 psf Live/Snow Load -LL/SL1'2 30.0 psf Ix 0.7 'I z 0.42 ` " '" `21.0,psf " .12.7'psf Total Load(Governing LC TL 28.8 psf 24.1 osf Notes:.1. ps=Cs'pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; Ce 0.9,Ct=1.1,IS 1:0 Member Analysis Results Summary Governing Analysis Pre-PV Load s Post-PV Net Impact Result Gravity Loading Check 28.8 24.1 -16% Pass t 1 . ZEP HARDWARE DESIGN=CALCULATIONS�MP3 - ° Mounting Plane Information Roofing,Material ; Comp Roof � - • •, Roof Slope 34° RafterSpacing .h .724'O.C. -w _ Framing Type/Direction Y-Y Rafters PV System Tye a 8olarCity.SleekMountT"' Zep System Type ZS Comp Standoff Attachment,Hardware <- Comp'Mount SRV Spanning Vents No - .-... . .� - ..- w_ Wind Design Criteria Design Code IBC 2009 ASCE 7-05 -- _-®w--._ _ --_ — ___._. Wind Desi n Method "'' Partial) /Full Enclosed Method - � 9 �....�.�.. - - - -- ..wM. - Y. Y. _._.�_... Basic Wind Speed V 120 mph Fig.6-1 ExpoE sure Category -- ,z: C Section_ 6 5 6_3 - - - Roof Style Gable Roof Fig.6-11 B/C/D-14A/B --.an - Mean Roof Hei ht � h � � � " �°25#t Section 6:2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographicfactor *' K4 r ° -1 00 . _ Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 -7-- _. — Importance.Factor .; I � y _ .. "1.0 Table 6-1 Velocity Pressure qh qh=0.00256(Kz)(Kzt)(Kd)(VA 2)(1) Equation 6-15 29.6 psf Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.95 Fig.6-11B/C/D-14A/B Ext.'Pressuie Coefficient(Down)'u ry GCp(Down) E _ 0.88 Fig.6-116/C/D-14A/B Design Wind Pressure p p=qh (GCp) Equation 6-22 Wind Pressure Up p„ -28.2 psf Wind Pressure Down d°W„ 25.9 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever _ LandscaPe "' x 24" _ NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area �Trib, _ _ ., 20 sf PV Assembly Dead Load W-'PV 3_0 psf Net Wind Uplift at Standoff.. . T-actual "" -520 Ibs Uplift Capacity of Standoff T-allow 548 Ibs _ Standoff and/CapacityDem �DCR _ .. �- ; ., :a 94.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 24" 65" Max Allowable Cantilever__ . ..". Portrait Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib V' Fm 11'sf PV Assembly Dead Load W-PV 3_.0 psf Net Wind Uplift at Standoff ` ^{ ro T-actual° -Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Capacity s :. DCR 52:7% .* P= 1 , STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Properties Overhang 0.74 ft Actual W 1.50" Roof System Properties .Span.1 w. 4.86 ft„� _ t .Actual D W .: +3.50 Number of Spans w/o Overhang) 2 Span 2 4.68 ft Nominal Yes Roofing Material Comp Roof Span 3 _ .. A(in"2)s 5.25 Re-Roof No , San 4 Sx in.113 3.06 Plywood Sheathing Yes San 5 Ix(in A4 _ . 5.36 , Board Sheathing None Total Rake Span 12.40 ft TL Defl'n Limit 120 Vaulted Ceiling "No T PV 1'Start 2.08 ft Wood Species. SP.F v Ceiling Finish 1/2"Gypsum Board PV 1 End 9.50 ft Wood Grade #2 Rafter Sloe =34° ' "' F PV 2 Start Fb` si ` 875 Rafter Spacing 24"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full 'I, P PV 3 Start "`°" 'E psi - `_1,400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary' Roof Pitch 8/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 6.5 psf x 1.21 7.8 psf 7.8 psf PV Dead Load PV-DL '3:O psf "' 1 "I x'1.21- " w A 3.6 psf Roof Live Load RLL 20.0 psf x 0.80 16.0 psf Live/Snow Load LL/SL12 30.0 psf c '" x 0.7 I'x OA2' '21.0 psf 12.7 psf Total Load(Governing LC TL 28.8 psf 24.1 sf Notes: 1. ps=Cs'pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-21 2. pf=0.7(Ce)(CO(Is)pg; Ce 0.9,Ct=1.1,IS 1.0 Member Analysis Results Summary Governing Analysis Pre-PV Load sf Post-PV Net Impact Result Gravity Loading Check 28.8 1 24.1 -16% 1 Pass �ZEP_.HARDWARE DEDESIGN CALCULATION-S KP Mounting Plane Information Roofing Material st Comp Roof , Roof Slope 34' _ w _ „� Z -- Rafter S acin 'fi ,� w. ,.. 24'O, C. Framing Type/Direction Y-Y Rafters PV.System;Type _ SolarCity SleekMountTM' . Zep.System Type ZS Comp Standoff Attachment Hardware Comp Mount SRV' " a sF: Spanning Vents No Wind Design Criteria Design Code IBC 2009 ASCE 7-05 Wind.Design,Method Partially/Fully Enclosed Method`- �._ Basic Wind Speed V 120 mph Y- Fig 6 1 _ Exposure Cate_g- v ., Section 6 5 6 3 _ Roof Style Gable Roof __ Fig.6-118/C/D-14A/B y _ _..��_ Mean Roof Hei ht' - -F-- h T t 4 15 ft Section,6.2 Wind Pressure Calculation Coefficients " Wind Pressure Exposure KZ 0.85 Table 6-3 Topo _raphic,Factor , K�q_ v_ 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor � --�- „ ,! ;1 0;; >_ Table 6-1. Velocity Pressure qh qh=0.00256(Kz)(Kzt)(Kd)(V12)(1)26.6 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GCp(Down) 0.88` Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh (GCp) IEquation 6-22 Wind Pressure Up p„ -25.3 psf Wind Pressure Down down 23.3 psf ALLOWABLE STANDOFF SPACINGS - -- X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24 ," _" NA Standoff Configuration Landscape Staggered _ �. 'Max Standoff Tributary Area '" Trib � � � �` _ -� � �,„ 20 sf PV Assembly Dead Load W-PV 3.0 psf _ Net Wind Uplift at;Standoff,§^ t, T 4,T-actual _ Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Ca acit 6 DCR X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48' - -- -----_ — s _ 65" 17� - _- NAMax'Allowable Cantilever 50 �rtraait SWnclof(CwFi6uration - _. Portrait Staggered Max Standoff Tributary Area . PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff.. Tactual 7516 Ibs -- Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Ca acit DCR 94.1%' 1. . .. .. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MPS Member Properties Summary M P5 Horizontal Member Spans Rafter Properties Overhang 0.74 ft Actual W 1.50' Roof System Properties `,. 'Span 1.". ;'4.85 ft Actual D 3.50" Number of Spans w/o Overhang) 2 Span 2 4.70 ft Nominal Yes Roofing Material Comp Roof Span 3, A(W2). .n.e 5.25 Re-Roof ,No San 4 Sx(in.A3 3.06 Plywood Sheathing Yes San 5. Ix in"O 4t 5.36 Board Sheathing None Total Rake Span 12.41 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 2.17.ft _. <<. Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 9.58 ft Wood Grade #2 Rafter Sloe 34° PV 2 Start a n . . ._,Fb si 875 Rafter Spacing 24"O.C. PV 2 End Fv(psi) 135 TopLit Bracing Full n PV 3 Start "TE si � ;� « 1;400,000, Bot Lat Bracing At Supports PV 3 End. -E-min(psi) 510,000 Member Loading Summary Roof Pitch 8/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 6.5 psf x 1.21 7.8 psf 7.8 psf PV Dead Load PV-DL .> - 3:0 psf tv x-1.21 I � 7 .4 " 13.6 psf Roof Live Load RLL 20.0 psf x 0.80 16.0 psf_. Live/Snow Load '"' u ""' `' LL/SL' ' 30,0 psf' x 0:7 I z 0.42' 21:0 psf ` 12.7 psf', Total Load(Governing LC) TL 28.8 psf 24.1 psf Notes: 1. ps=Cs'pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(CO(CO(Is)py; CQ 0.9,Ct=1.1,IS=1.0 Member Analysis Results Summary Governin Anal sis Pre-PV Load s Post-PV Net Im act Result Gravity Loading Check 28.8 24.1 -16% Pass t ; f , �ZEP HARDWAREDESIGN�CALCULATPNS:-,MPS Mounting Plane Information -Roofing:'Material '` � Comp Roof M. x Roof S-loppe 34' v_ - �, _— Rafter Spacing Framing Type/•Direction Y-Y Rafters PV System Type r i,_. SoJE ity;Sleek'Mount-- - - - Zep System Type ZS Comp Standoff aA tttt chment Hardware) Comp;Mount SRV; Spanning Vents No r/fyy .. .7T-. per Wind Design Criteria Design Code IBC 2009 ASCE 7-05 W nd Design Method' Partially/Fully Enclosed Method Basic Wind Speed V 120 mph V Fig. 6-1 Exposure Category m �t =•a C Section 6.5.6.3 r_. Roof Style Gable Roof Fig 6 116/C/D-14Ai6 r _.a._ ,- Mean Roof Height, ,h 15 ft _ y8ection 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 .. ,. 1' ���__ _ _ K 00 Secto 6 5.7 Topo � graphic Factor •• � .": �, n� a ,,�,� Wind Directionality Factor J _ Kd 0.85 Table 6-4 Importance Factor .< I rti 1.0 Table 6-1 Velocity Pressure qh qh=0.00256(Kz)(Kzt)(Kd)(VA 2)(1) Equation 6-15 26.6 psf Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GCp(Down)., .,_ ... 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh (GCp) Equation 6-22 Wind Pressure Up p„ -25.3 psf Wind Pressure Down P(downi 23.3 psf [ALLOWABLE STANDOFF SPACINGS _ ' X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever : Laridscape� Standoff Configuration Landscape Staggered Max Standoff Tributa Area Trib ` •' . '"" '`20 sf ._. PVAssembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T actual 464ibs Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Ca acit -. D 84:7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portra 17" NA_� Standoff Configuration Portrait Staggered Max Standoff Tributa Area- Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind;Uplift at Standoff _ T-actual Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Capacity .:_ DCR C,o j a,-,d,I i1j,e,/,ZI �• :J Office of Consumer Affairs and Business Regulation � = 10 Park Plaza-Suite 5170 Boston, Massachusetts.02116 Home Improvemerit;Contractor Registration - = Type: SupplementCard Registration: 168572 SOLAR CITY CORPORATION 24 ST MARTIN STREET BLD 2UNIT 11 ,`�.. "^ '. Expiration: 03/07/2019 MARLBOROUGH,MA 01752 d 7-4 {, Update Address and return card. Mark reason for change. SGA 1 it 20M-05.11 0 Address ❑Renewal ❑Employment 11 Lost Card y ��r• t,r ariar rrirvvr���r•/' ��ii xrr�h.;r//. -« .. Office of Consumer Affairs&/Business Regulatior. HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Suoolement Card before the expiration date. B found return to: 821420 EMplratlon Office of Consumer Affairs and Business Regulation EF, 168572 03/07/2019 10 Park Plaza-Suite 5170 CITY CORPORATION + Boston, DANIEL FONZIW55 SANATEO,CA WAY Not valid.without Signature. SAN MATEO,CA 94402 i.- Undemecretar Massachusetts Department,of Public'Safety ` Board of Building Regulations and Standards - License: CS-101687 Construction Supervisor DANIEL D FONZI 390 ANDOVER STREET" , v WILMINGTON MA 01887 " J l.Jl t 't , 1�=/►l^^^ Expiration Gammissioner 09/13/2018 Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 I Boston, Massachusetts 02116 Home Improvement Contractor Registration ": Type: Supplement Card Registration: 168572 SOLAR CITY CORPORATION Expiration: 03/07/2019 24 ST MARTIN STREET BLD 2UNIT 11 MARLBOROUGH,MA 01752 -' Update Address and return card. Mark reason for change. SCA 1 Ci 2OM-05111 ^^ u ,�JJ---� n Ji.-..iivw_! e l IC...,.�nVry,0I4 �I nQf rArrl f Office of consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Suoolement Card before the expiration date. H found return to: Aggistration Ex it Office of Consumer Affairs a s ass Regulation V 168572 03/07/2019 10 Park Plaza-Suit 170 SOLAR CITY CORPORATION Boston,MA 021 r , NATHAN TISSOT �2 CCGi 3055 CLEARVIEW WAY N V ithout signature SAN MATEO,CA 94402 Undersecretary i The Commonwealth of Massachusetts iQ Department of Industrial Accidents 1 Congress Street,Suite 100 Boston,MA 02114-2017 �: F www mass.gov/dia - Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly ' Name (Business/Organization/Individual):SolarClty Corp ` Address:3055 Clearview Way City/State/Zip:San Mateo CA 94402 Phone#:'888-765-2489 Are you an employer?Check the appropriate box: Type of project.(required): 12,000 1. I am a employer with employees(full and/or part-time).* ; ❑ „, 7. ❑New.construction' . 2. I am a sole proprietor or partnership and have no employees working forme in s ❑ 8. ❑Remodeling any capacity,]No workers'comp.insurance required.] _ 9. ElDemolition, 3.F1 I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 El addition 4. I am a homeowner and will be hiring contractors to conduct all work on my property I will = ensure that all contractors either have workers'compensation insurance or are sole I L❑Electrical repairs or additions proprietors with no employees. r 12.❑Plumbing repairs or additions 5.n I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑ROOFrCp airs 1 , These sub-contractors have employees and have workers'comp.insurance.; 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. y 14. Other solar panels 152,§1(4),and we have no employees.[No workers'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. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether,or not those entities have " employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy.and job site information. '. Insurance Company Name:American Zurich Insurance Company " x Policy#or Self-ins.Lic.#:WC0182015-01 Expiration Date.9/1/2017 Job Site Address: •S i1 City/State/Zip:.\IfAN�{AZ �feJl� Attach a copy of the workers'compensation p0licy declaration page(showing the policy num er and expiration date). Failure to secure coverage as required under]VIGL'c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. opy of this statement may be forwarded to the Office of Investigations Of the DIA for insurance coverage veri ication. �/ _I do hereby ce 'y, der h` ai and penalties of perjury that the information provided abo a is true and correct. Si nature: Date: Phone#:508-640-5389 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): R_ 1.Board of Health 2.Building Department 3.City/Town Clerk 4,Electrical Inspector�5.Plumbing Inspector 6.Other , Contact Person: Phone#: . .�3, V, OM CERTIFICATE OF LIABILITY INSURANCE Doaresr2o s �" 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 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 Neu of such endorsement(S). PRODUCER CO A Crr MARSH RISK&INSURANCE SERVICES PHO _._....._. .—....—. _..__._._._TTF . . _......_........................_ NE 345 CAUFORNIA STREET,SUITE 130D _IAM.1o.F.af1' __-._................ ............1.(A/R,N ' CALIFORNIA LICENSE NO.0437153 E•MML SAN FRANCISCO,CA,94104 IIBSESS�.—... ...._ ........._........ . AttD:Shannon Sca11415-743.8334 INSURERI5I AFFORDING COVERAGE.__ __... NAIL# 998301-STND-GAWUE-16.17 _ INSURER A:Zurich American Insurance Company 16635 INSURED NIA NIA SolarCity Corporation IrlsuReg e 3055 Clearview Way NIA NIA San Mateo,CA 94402 INSURER D:American Zurich Insurance Company 40142 INS UAER.E t INSURER F COVERAGES CERTIFICATE NUMBER: SEA-OD3003278.03 REVISION NUMBER:6 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 CBE 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. 1NSft[ ......._..:................... ..._... A15bCfSti _......................_.... ...�LIL"Y 90F POLICY EXP _...-... ......... .. ............ LTR l TYPE OF INSURANCE YIN POLICY NUMBER IMWDDNYYYI IINIMIDDIYYYYL114ITS A X COMMERCIAL GENERAL LIABILITY L00}820160) 0910112016 D910112017 EACH OCCURRENCE __ S i,a00.000 f . . DAb11AGE TO RENTED _._ .....I CLAIMS-MADE l_X..,1 OCCUR PREMISES(La- WI.. 1,0{18•I100 X SIR:$250,00D I MED EXP(Any ono parson S 5,000 -- PERSONAL&AOVINJURY S 1,000,000 GENT.AGGREGATE LIMIT APPUESPER GENERALAGGREGA7E... S 2,000,000 X POLICY[....J PRO. ❑LOC, 1 PRODUCTS.-COMPIOPAGO _S. 2,C00,000 OTHER: 1 S A i AUTOM01302 LIABILITY tAP0182017-01 OD0112015 0910112017 F $ ..(Ea accidenlL..............__. 1,000,000 X ANY AUTO BODILY INJURY(Per person) S ALL OWNED }SCHEDULED . _......_. ......__................... ..... X ALL O X AUTOS 60DILY INJURY.(Per accident) S NON,UWNED PRpPERTybAMAGE' S — X HIRED AUTOS ,.X.)AUTOS .'>'Laa�da11t,L.....__. UMBRELLA LIAR I OCCUR EACH OCCURRENCE S ERCESSLIAB CLAIMS-MADE AGGREGATE S QED T. T RETENTIONS S D WORKERS COMPENSATION C0182014-D1(AOS) 0910112016 09 112017 X I PER UTH• AND EMPLOYERS'LIABILITY -.],STATUTE,. ER, D ANY PROPRIETORIPARTNERIEXECUTIVE YIN. C0182015-01(MA) 09g112016 09,10111017 EL:FACHACCIDENT s 1.000,000 A OFFICER/MEMBER EXCLUDED? NN i N I A EWS 0182018-01 CA �001112016 09101/2017 _._. —.... (MandatoryiaNH) { J E.L.DISEASE-EA EMPLOYE S 1,000,004 tiyas,doscnbeunder ...-. ...__._ _......... . ............ DESCRIPTION OF OPERATIONS below `LIm11S apply exCa55 9i S500K SIR-GA E L.DISEASE•POLICY LIMIT 5 i,000,01}D DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached 11 more space Is required) CERTIFICATE HOLDER CANCELLATION SolarCily Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 marview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Gait Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Matruh Risk 8 insurance.Services Stephanie Ouaiumi c 0 t 1588-2014 ACORD CORPORATION. All rights r ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD SolarCi t Y OWNER AUTHORIZATION Job#: TO— Q z 9 Z-00 Property Address: Y ���� s C 1��r.6/Q�jI�S�A L AA1q. I nna kamas Owner of the subject property hereby authorize SOLARCITY CORPORATION to act on my behalf, in all matters relative to work authorized by this building permit application. Signa re of Owner: Date: SOLARCIT.Y.COM ` AZ ROC 243771e) 2ASd Fi0LY77449,CA l ICXBSSI04,06 MON!,C HIC 0832776IF1C 0125-406.00 k711OWS&ECC4p2565,W 4T 2gT�p,µq}i1C i685721MAE15136kiFd,fa1131AHIC 128tl?B. - M.1NJti�M53Vfid31G0800Cr4E80t73�700.DRCBi80E98/C582/PBt702,t�AlliC�.AWi�3,.TStT:C427006.WA-SptARC'919p1/SQI.AiiCD05P.b201A&OLAFiCf�VCCRPCRKfiCry,A1.1.Rt4Y•PtSR6"'EFTIED. DocuSign Envelope ID:B0968432-EEB5-41EC-9032-B636C7603E60 . 4, �. 1 SolarCity I SolarLease �`� Customer Information " 1 Installation Location f :,. Date y\I ' !� T ` a k Lynette Couvertier i. 56 Danvers Way�r 6/21%2017 1 Nancy Steiner ,Barnstable,MA 02601 56 Danvers Way Barnstable,MA 02601 5082469615 Here are the key terms of your SolarLease Agreement f ,;- $ 150C, 64t'� 2 �eoyrs �` •� ,/ ., - ,. { . - •,`''�*..,�Wit., '�.;,�, Amount due at contract First year monthly, ayment AnnuaLEscalator :Agreement Term signing (Est.Price per kWh rst 1'ea 0. 0 l?�f Initial her Initial her -Initial here _ w 0 The SolarCity Promise •We provide a money-back energy performanceguarantee. •We guarantee that if you sell your Home,the buyer will qualify to assume your Agreement ........................:.: ...:.,.Initial here 5 v _ •We warrant all of our roofing work.., 'y ~*IDS •We restore your roof at the end ofjhe Agreement. I •We warrant, insure and repair the System ............... ............ .......:........................................... ......... _initial her •We fix or pay for any damage we may cause to your property: •We provide 24/7 web enabled monitoring at�n6additional cost. •The pricing in this Agreementis valid for 30.days after 6/21/2017. 0 Your SolarCity Lease Agreement Details Your Choices at the End of the'Initial Your.Prepayment Choices During Amount due at contract signing f Term: ' ,the Term: $0 4 F •SolarCity will remove the System at no `If you move,you may prepay the ; i t. I additional cost to you. �' remaining payments(if any)at a \Est.amount due at installation .. �, $0_`' •You can.upgrade to a new System with discount. � the latest solar technologyunder a new Est.amount due at building inspection N contract. $0 •You may-renew your Agreement for up to A\ Est first year production ten(10)years in two(2)five(5)year. 12,466 kWh increments Otherw se, he Agreement will ' .,automatilly,renew for an additional one (1)yea term at 10%less,than the then- current_average rate charges by your local ' utility. • 3055 Clearview Way;San Mateo,CA 94402�1"888.765.2489 1 solarcity.com gr 2761208 // .. SolarLease Agreement,version'8.4.0,June 14,2017 SAPC/SE Corpomtion ( (` ❑ 3❑ SolarGty Corporation DBA Tesla Energy Contractor License MA HIC 1fi8572/EL-1136MR Document generated on 6/21/2017a� Copyright 2008-2015 SolarCity Corporation,All Rights Reserved DocuSign Envelope ID:B0968432-EEB5-4lEC-9032-B636C7603E60 ' 24. NOTICE OF RIGHT TO CANCEL !' j YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR TO , ' *11 p. , _ a By signing below, I agree that SolarCity can contact me for MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE` telemarketing and informational purposes via call or text using YOU SIGN THIS LEASE:SEE EXHIBIT.1,THE ATTACHED automated technology and/or pre-recorded messages using NOTICE OF CANCELLATION FORM FOR AN EXPLANATION ' the phone number(s) I provided that are listed on the first page OF THIS RIGHT. of this contract.:I understand that consent is not a condition of 25. ADDITIONAL RIGHTS TO CANCEL purchase'. y opt-out_of this authorization at any time by IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL calling us at:888-765-2489 or sending us written notice and THIS LEASE UNDER SECTIONS 6 AND 24,YOU MAY ALSO mailing it to:SolarCity,Corporation,Attention: Phone = ,y CANCEL N. �� .THIS LEASE(A)AT NO COST AT ANY TIME PRIOR Authorization Opt-Out,'305$Clearview Way,San Mateo,CA TO MIDNIGHT OFJHE TENTH BUSINESS DAY AFTER THE 94402. ��� ,/ s r DATE YOU SIGN THIS AGREEMENT AND(B)AT ANY TIME ` PRIOR TO COMMENCEMENT OF CONSTRUCTION ON I have read this Lease and the Exhibits in their entirety and I �. YOUR HOME. acknowledge that I have received a complete copy of this Lease. 26. Pricing Customer's Name:Lynette-Lacen Couvertier The pricing in this Lease is valid for 30 days after 6/21/2017. If you don't sign this Lease and return it to us DOCUSigned by: on or prior to 30 days after 6/21/2017,SolarCity reserves �- Signature: 1 the right to reject this Lease unless you agree to our then ` 848395879EOE4CI... current pricing. s fy Date: 6/21/2017 �. Customer's Name:Nancy Steiner '4 `- - DocuSigned br ' Signature: � � Date: 6/21/2017 _f f l,rf r' � SolarLease Agreements' SolarCit -' approved Signature: ` 11 Cal Lankton VP,Energy Sales and Operations Date: 6/21/2017 ~ SolarLease Agreement,version 8:4.0,June'14,2017 2761208 R TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY 56 DANVERS WAY PARCEL ID 271 040 008 GEOBASE ID 35261 ADDRESS 56 DANVERS WAY PHONE HYANNIS LOT 8 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 89300 DESCRIPTION CERTIFICATE OF OCCUPANCY PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BONDS .00 CONSTRUCTION COSTS. $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE l'± nuvsinaLE MAS& i6g9. � FD MP'�A _ BUILD NG IV ION BY DATE ISSUED 12/27/2005 EXPIRATION DATE p CJ �-., � TOWN OF SARNSTABLE, Z 7 ) d 1 ..„ C,... E IT .-4 cr yw PARCEL t�Y-006 000 276 GEOBASE ID ADDRESS 56 DANVERS WAY PHONE HYANNIS ZIP 02601 LOT 12 BLOCK LOT SIZE DBA DEVELOPMENT . DISTRICT +� PERMIT 76689 DESCRIPTION 3/BED RES ( HABITAT FOR HUMANITY) BLD it 12 PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT �, CONTRACTORS: TAYLOR PATRI:+CA A. Department: of. ARCHITECTS: Regulatory,Services TOTAL FEES: $21.7.00 BOND - $.00 CONSTRUCTION COSTS $70,000.00 101 SINGLE FAM HOME DETA�:HED 1 PRIVATE - * BAMSTABLE, < MASS. 1639. Al BUILDLNG DIVISION BY DATE ISSUED 05/18/2004 EXPIRAT.IPN)d)ATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 3/G �QP el.��. i r S U 0) /C 3 Qr� 1 HEATING INSPECTION APP VAS NGI ERI G DE ARTMENT V" 4�i ( `a-- -a�7-d 2 1 BOARD OF HE LT H vl3�'f4•®q OTHER: kl-�q SITE PLAN REVIEW APPROVAL 0 I I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS ' THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. I I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION vnr ,s 0y0, ovb -r � rc ld� ©o�.�_ 000 000 COiTXEC p PERMIT S Perrot{# Map f Parcel ��- "`ie ^, G D MIT Tom, Health Division �� /( � 3 C.'�.'3tual`�Od�L �` �° Date Issued f^r Conservation Division ,o 6 I/ a AAV 71a9/D_X- '6Y Application Fe " Tax Collector 00 L- 4v a-ce)( o� 4� Permit Fee Treasurer � l ( Planning Dept: � �a-6 row �l� /Va 7/�6 Date Definitive Plan Approved by Planning Board fel,-6 h � co , � -0 Historic-OKH Preservation/Hyannis Project Street Address' /f,/QS ZO,4 A4 jq ,-5 Village I IkNN Owner d,4 1 1 d".,W14W14 Address &57 a -c Telephone o - 775 - �;s Permit Request ___10 f,,)n b QA Coo Yn Vi o me, 6L5 � ��- aly- rn^c� Square feet: 1 st floor: existing proposed qYS 2nd floor: existing proposed 1137 Total new I Zoning District tZ 13 Flood Plain // Groundwater Overlay bo Project Valuation -7010O0 Construction Type z. ,�✓ /,X-L Lot Size SOOCa S - Grandfathered: ❑Yes CN�o If yes, attach supporting documentation. Dwelling Type: Single Family 1/ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes R'I�lo On Old King's Highway: ❑ ©'No Yes 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: V/Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes "o Fireplaces: Existing New Existing wood/coal stove: ❑Yes al o Detached garage:0 existing 0 new size Pool:❑existing ❑new size_�Barn:❑existing 0 new size Attached garage:❑existing 0 new size �� Shed:❑existing ❑new size io Other: Zoning Board of Appeals Au orization �Appeal# �UDc2 --_ Recorded O/ Commercial ❑Yes IVo If yes,site plan review# Proposed Use e - T-,I,,,-Current Use �c>a,h - - BUILDER INFORMATION Namgnx2IC_J'A 4 �a✓�o� Telephone Number Q U&-- 77S - 3J,5-O� Address 6,S 7 �,J, a&- License# e5 O(f//30 L. %6 km e'l-y�, l4, o 26 7 3 Home Improvement Contractor# Jl A,- At&Li,ay), �v Cc, c, 6 d Worker's Compensation# ALL qQVSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE r t FOR OFFICIAL USE ONLY PERMIT NO. r' ' DATE ISSUED MAP/PARCEVNO. r v r ADDRESS= - VILLAGE OWNER DATE OF INSPECTION: " FOUNDATIONS ,+" - I5 FRAME . r �;' I , -t � ��J 1fi1 4 �� INSULATION FIREPLACE - 4. _ `s! ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL T GAS: ROUGH FINAL �- FINAL BUILDING DATEPCLOSED OUT y ASSOCIATIOjN1,PLAN NO. J ' t y RESIDENTIAL BUILDING PERMIT FEES .' APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSIIEET NEW LIVING SPACE square feet x$96/sq.foot= '� plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.f`1 , >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= X.003 1= STAND ALONE PERMITS Open Porch x$30.00= - (number) Deck ______x$30.00= (der) Fireplace/Chimney x$25.00.= . . (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 - (plus above if applicable) permit Fee projcost IIL Temps/Mappar/el 0000276 D\ate 06/16/2003 Street No ' 561& n K / S Road Name ' DANVERS WAY ' \ \ \ "Village HYANNIS r, art of MIP (LOT 12)M271-040.008&040.006 ✓f / ' Plan Ref '8 1 D 16 AM°'asx Nw logg m Ogg/ TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION 367 MAIN STREET HYANNIS,MA 02601 730 CMR ApperAk J Table dS.Zlb(continued) ily Residential Buildlup Heated with F&Uil Fuck Prescriptive Pacicaga for One and Two-Fsm MAXfMUM MINIMUM Slab. •Heating/Cooling Glazing Glazing Ceiling Wall Floor Bawnpat Perimeter Equipment Mime)"Anca'(%) U-value= R-valud R-value' R-valuar Wall R-value, R-value' Package 5701 to 6500 Hating Degree Days' 6 Normal Q 12% 0.40. 38 13 19 10 6 Normal R 12% 0.52 30 19 19 10 6 85 AFUE g 12% 0.50 38 13 19 10 Normal 15% 0.36 38 13 25 N/A N/A 19 19 10 6 Normal U 1 S'/• 0.4b 38 V 15% 0.44 38 13 25 N/A N/A HS AFUE 19 19 10 6 85 AFUE per 15% 0.52 30 N/A Nom�al X 18% 032 38 13 25 N/A Normal y 19% 0.42 38 19 2S N/A N/A rm y 18% 0.42 38 13 19 10 6 90 AFUE 6 �AFUE AA 18% 0.50 30 19 19 10 1. ADDRESS OF PROPERTY: _ �a Ny e✓S �,a y 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): / 5. SELECT PACKAGE(Q--AA-see chart above): Q NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303 a 780 CMR Appendix J Footnotes to Table A2.Ib: ., Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors) to the gross wall area, expressed as a percentage. Up to 1%.of the total glazing area may be excluded from the U-value requirement. For example,3 fl of decorative glass may be excluded from a building design with 300 if of glazing area. = After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table 11.5.3a. U-values are for whole units: center-of-glass U-values cannot be used. 3 The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation•thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 4 Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall. For example,an R 19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frarhe or mass(concrete,masonry, log)wall constructions,but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value-requirement as above-grade walls. Windows and sliding glass doors of conditioned baements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. : \. • '• 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see-Table J5.2.1a NOTES: a) Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b) Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component.Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). s. RESIDENTIAL BUILDING PERAUT FEES APPLICATION FEE New Buildings,Additions $50.00 J U Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE // Z square feet x$96/sq.foot=_ // 3 Y 7 Z x.0031= 3 5/ . 7jo plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool ' $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee - - .._ f 1 Affidavit of Substantial Financial Interest of b,Ian vw��11 - , on oath ' A ti✓ depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map Parcel ,0 b . 0 The address of the property is bAt1yC2 N 5 (d1a�� 9,1AN1S 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is .� ��,,ao63, I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted .9'� building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted -6 building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this /I day of we , 200.E 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT :S. Tice Commonwealth of Mussctrlsuse= Department of ln&tstrial Acciden& _ 01176't�ll�P��ps 600 yYashingfon Stream - Boston,Mass 02111 'Workers, Co m ensation 1zuw n='An 1davit / D ovation: � e# 5a k.•1�S • 3��'�/ LG all work m9se1£ ❑ I am a ba6ww=P . I=a sole •etor and haat;nc atu m aav ' far lay wow$oa this jo as ++. r � ,,,,2.,K ram• "`..�:v;.i;�. ❑ I atu •4h;4i... .,- ,..;�""a��:�; ':'�'r•: - s+:::: .;1.•. F..�w.'•v.::c•, .:.�.� .a+.y:;:� -t•"}`x \ '�S�c.•.♦,z;_:'.,:: `s.•` •,Yi, a` `' , R•. tZtt�- ��r.••svrut,�r:.,r..i:.cy.".:2'-:'\,n'r-`^,:,:a< .' :. .. \•t ..,3•,.c'. ,�ti:. { ':� ,x '<"`{r'At{'{:�2:: • :K ?L'pIIZ s4�11nfDG:' ��t` »:"' rn •` '{° -:#a�,y'�?'i 'Ll•<%dxc+ � ',;�.� ��� '��..�� ��.•�j,� v y v .•-' ..:vrr-vJ.Y.}rtl{r +l"A' .,. Jv. v ..... ... 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Un,�,p 9195 P1N Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for thar emplovees. As quoted from the-"law", an employee is defined as every person in the service of another under any cow- of hire, impress or implied, oial or written. An employer is defined as an individual,parmership, association, corporation or other legal entity, or any two or more of the foregoing en_aged in a joint enterprise. and including the legal representatives of a deceased employer, or the rec.�ne: trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartrnr_nts and who resides thmrein, or the occupant ofthe dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds c: building appurtcaaat thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local.licensing ageney_shan withbold.the issuance or renewal of a license or permit to operate a business or to construct buildings is the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage.required. Additionally,neitherthe corrnonweaith nor any of it's political subdivisions shall enter into any contact far the pericirmadw of public Work-until 0 of this have bees presented to the caffiactiu: acceptable evidence f compliance with the ms�ance rzgai�is chapter authority. - . . / -Applicants Please fM in the worimrs' cormpeasation affidavit completely,by checking the.bo x that applies to your dtl# n and snpplviug company names,address and phone numbers along with a e-of fimuWce as all aff davits may be p -submitted to the Department of Industrial Acdde=far caafirmatiM ofinsasa a coverage. Also be sum to sign and date the affidavit The aff lavit should be retammd to the city ortow .tbat the appIieatiam for the petmit Or Ur-=e is being= msted,not the Department of Indusrtaai Accidmis. Should y ou bave nay questions regarding the law"or if you are squired to obtain a waticmrs'compcasatiea policy,please c2a the Depata:rmnt at the number listed b e . ////////////////////////////////////////////////////H////////////////////////////////////////////////////////////////////////////////!////ii//iiiiiiiiiiyil�l�l� City or Towns - Please be sure that the affdavit is complete and printed legibly. The Department has provided a space at the bottom of thr affidavit for you to fill out in the event the Office of has to contact you regarding the applica= Pl=Te be sere to fill in the peimrt/Iicease number which will be use a'*s a refi~=emce*63her. The affidavits=Y be xz=iR io the Department by mail or FAX unless other a—.-=mts have bemmade. The office,of Investigations would like to thank you is advance for you cooperation and should you have nay questions. please do not hesitate to give us a call. The Departmeai's address,telephone and fax giber: The Commonwealth Of Massachusetts Department of Industrial Accidents amce of Invesucatlods 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 7274900 ext. 406, 409 or 375 ISO/14/ZI7I74 1 G'GYJ Imuo t e0ol L1 MFAM IUMHiY1 1 YL,I,UUIVA f Hl7C UG 10: HfHof(.;age C.Op -alu.MI O w:� . . .•. A Ntl t NOIVD �ry�r�, 1 '�1 D 1/1rYl f3 : 8 14/04 roa0as 800.82b•8240 coavrssT Pe tucato O10N REt ce>iTmca7s soLDEO►TIC1I Csaes:tcA7s Acord s Nor"at DOSI POT AMM,I)IMMA Olt ALTIRT21 CVVUAGM AYTIMPMI1 3VIW 1304 Mt,Kornbto Ave. P.O.Scot 1 PIS C"OWANMS AFFORDING COVM(W Cot(tANY MorHortown,NJ 07902,1919 A FEDERAL INSURANCE CO. win" COWANt HABITAT FOR HUMANITY COMAPY Of CAPE COD,INC. C 057 ROUTE 29 CowAHY W.YARMOUTH,MA 02673 D a.: MI X TO CJWM TgA7 T=1014CUI 01 DOi01AM IdMV IILOW RAVI IS8 II80tD TO M MUM NAMM ADOW IOR TEt IOUCY nNOP .01CATIlk NOr*TZff 7ANDDFG A"1tiQV1>RD)IBNT,TLI 4 OR CONUTRON D1 ANY COP lucT oR o=DOCmoOrr vAm upxcT TO wmcS 781T ZWMCAn MAY OR IWO OR MAY JWAV4 7W DV8MWC9 ATIOIIDID IY M 10L;CIII DI1Ct> IP IQIEDP DI FnDCT TO ALL T23" MT, RCI OISOn Am COMIII'P1 0 01 MOCE I0UC438.LWIT11E0WN MAY RAVI 17911 RIDOCU tY 1AID CLAM 10LCY III. 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AVIN WW SIPsarATM ... .. ..........::r:::-:::::......::.....::. - I ��ze �om�irreoauaea� a����ac�iuoelta BOARD OF BUILDING REGULATIONS License: pgNSTRUCTION SUPERVISOR Number CS 0 1130 Birt a M/02/19. Fxp�res _U1l0 06 Tr.no: 81130 Restncted;?b0 PATRICIA A TAYLOR 46 BELLS NECK Rd;:;; •„ ( ,�—� W HARWICH, MA 02671 Administrator THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA >e y( /•�- QUITCLAIM DEED C. F. H. , Inc. , a Massachusetts corporation, of 10 West-Road, Orleans, Massachusetts 02653 for consideration paid of ONE and _00/100 (1. 00) 3OLLAR grants to HABITAT FOR HUMANITY OF CAPE COD, INC. , a Massachusetts corporation, of 658 Main Street, .West Yarmouth, Massachusetts 02673 with QUITCLAIM COVENANTS s The land in Barnstable (Hyannis),, County of Barnstable and Commonwealth of Massachusetts, together with any 'buildings thereon, and more particularly being: LOTS 1 , 3A, 5A and 6 as shown on a plan recorde4 with rl') Barnstable Deeds in Plan Book 401, Page 45 . Subject to and together with all matters of record insofar as the same are now in force and applicable. For title, see deed dated March 24 , 1992 , 'record(�d with Barnstable County Registry of Deeds in Book 7952 , Page 223 . S C �1 smg/DlhabicacB IN WITNESS WHEREOF, the said C. F. H., Inc. Has caused its corporate seal to be hereto affixed and these presents to be signed in its name and behalf by Ronald Reed, Treasurer, this 2_ day of , 19911). For authority of Ronald Reed, see vote recorded with Barnstable County Land Registry District as Document No. 632,460.-, . 'C. F. H., Incorp ted By: G R nald Reed Treasurer COMMONWEALTH OF MASSACHUSRTTS) Barnstable' ss 1996 eeF n,liE• ' ' Then personally appeared the above named Ronald Reed, Treasurer, as aforesaid, and acknowledged the foregoing instrument to be the free act and deed of C. F. H., Inc., before me, 1 40Cyr. Notary Public. 1 CD `•" o �! t ''�,d.`` : My Commission Expires: MelISsa L. SmM ,• �;` NOTARY PUBLIC '.•,,. MY CaTffbm 00res Sit a T BARNSTABLE REGISTRY OF DEEDS 0:0999S-0110 y5-12-29 1,,:26 #06636i 4UITCLAIM DEED O THE CAPE COD FIVE CENTS SAVINGS BANK,, a Ma sachusetts corporation, of 10 West Road, Orleans, Massachusetts 02653 " for consideration paid of ONE and 00/100 (1. 00) DOLLAR grant to HABITAT FOR HUMANITY OF CAPE COD, INC. , a Massachusetts corporation, of 658 Main Street, West Yarmouth, Massachusetts v 02673 .h h with QUITCLAIM COVENANTS The land in Barnstable (Hyannis) , County of Barnstable and Y n.:! Commonwealth of Massachusetts, together with any buildings thereon, and more particularly being: Y LOTS 2A, 4A 8 and 7 as shown on a plan recorded at Barnstable Deeds in Plan Book 401, Page 45. Subject to and together with all matters of record insofar as, the same are now in force and ar^:., rr sable. For title, see deed dated March 24, 1992, recorded with i Barnstable County Registry of Deeds in Book .7952 , Page 223 . -1- _ smg/D/habitatA — BP:ii�99S---C1111 9 —12-29 1 :2e, IN WITNESS WHEREOF, the said The Cape Cod Five Cents Savings Bank has caused its corporate seal to be hereto affixed and these presents to be signed in ,its name .and bgh&.lfGby Andrew Eldridge, Vice President, this �1 day of �• For authority of Andrew.•Eldridge, see vote recorded with Barnstable County Land -Reg stryDistrict as DocL:ment No. 632 , 460 . THE CAPE COD FIVE CENTS SAVINGS BANK By Andrew Eldrid e Vice Pre—i dE n COMMONWEALTH OF MASSACHUSETTS Barnstable, ss 19 9, Then personally appeared the above named Andrew Eldridge, Vice President as aforesaid, and acknowledged the foregoing instrument to be the free act and deed of The Cape Cod Five Cents Savings Bank, before me, ~•• •• Notary Public My Commission Expires: a Melissa L Smith ' n NOTARY PUBLIC r o;• Y •';�. My COmmin expires Sept.13:200? BARNSTABLE REGISTRY OF DEEDS -2- smg/D/habitatA AIN Steven C. Hayes, Architect PC 15 Bay State Court • P.O. Box 621 • Brewster, Massachusetts 02631 • (508) 240-1411 Fax: (508) 240-2396 January 23, 2003 Habitat for Humanity 658 Main Street West Yarmouth, MA 02673 Attention: Vicki Goldsmith Re: Danvers Way Dear Vicki, - As you requested, I am writing to confirm that all of the energy conservation materials to be specified for the residential units at Danvers Way such as Windows, Doors, Insulation, Appliances, Plumbing Fixtures, Electrical and Heating System components will either meet or exceed the requirements of the Commonwealth of Massachusetts Building Code,780 CMR 6`h Edition. If I may be of further assistance in this matter,please call me. Sincerely, Steven C. Hayes `KATE MITCHELL Attorney at.Law Bridge Creek Professional Building 11,70 Rt. 6A, P.O. Box 160 West Barnstable,MA 02668- (508)3624369(Telephone), .(508)362-1368(Facsimile) Paralegal: Nantucket, MA Kimberly A. Dupuis L (508) 228 0207 VIA FIRST CLASS MAIL March 2.1 200�3 Daniel M. Creedon, Es 't Chairman q, Zoning Board of Appeals 200 Main Street Hyannis, MA 02601 - RE: Appeal 2002-120 — Habitat for Humanity of Cape Cod, Inc. Danvers Way of Hyannis .• Dear Attorney Creedon; Pursuant to the. Decision granting with conditions a Comprehensives Permit, enclosed, please,find a copy of the recorded Comprehensive, Permit for the above;referenced utter.: Thank you': x k Sincerely,. 1 C , Kate Mitchell enclosure ; " • cc: Habitat for Humanity, of Cape,Cod,, Inc. Donald S. Dickinson: Ruth Well, Esq. . .4 vr% Lo�7., rS4-1 '931029 03-12-2003 a 1 O v 32aBARMASM _ MAS& �67q. `e8 II I6 Town of Barnstable Zoning Board of Appeals Comprehensive Permit Decision and Notice Appeal 2002-120 - Habitat for Humanity of Cape Cod, Inca Danvers Way of Hyannis Summary Granted with Conditions Applicant: Habitat for Humanity of Cape Cod, Inc Property Address: 4 14,26,40,54,56,66 and 70 Danvers Way,Hvann is,MA. Assessor's Map/Parcel: Map 271 Parcels 040.001 to.008 Area: 2.9 acres(126,294 sq.ft.) Zoning: Residential B Zoning District Groundwater Overlay: WP-Wellhead Protection Overlay District Activity: Construction of 16 affordable housing units in 8 two-family buildings. Each of the buildings is to straddle a common lot line so each dwelling unit is located on its own lot. Danvers Wav is an existing 40-foot wide undeveloped way approved by the Planning Board in 1985. It is located off Route 28 in close proximity to Pitchers Way in Hyannis. The Applicant: The applicant is Habitat for Humanity of Cape Cod, Inc., (here in after"Habitat' with an address of 658 Main Street,West Yarmouth,MA 02673. Habitat for Humanity of Cape Cod,Inc.,is a subordinate organization of Habitat for Humanity International, Inc. located in Americus, Georgia. It is a 501 c 3 non- profit corporation. The Cape Cod Chapter's Executive Director is Victoria Goldsmith. O(.) Relief Requested: The applicant has applied for a comprehensive permit pursuant to M.G.L. Chapter 40B ��20-23 to build 16 affordable housing units in 8 buildings on 16 proposed lots along Danvers Way. The name of the proposed development is `Danvers Way of Hyannis'. P The development is for 2 one-bedroom units, 2 two-bedroom units, 10 three-bedroom.units and 2 four- bedroom units. All are to be affordable units to be sold to qualified low and moderate-income individuals and families. The projected sale price is from $60,000 for the one-bedrooms to$120,000 for the four- bedroom units. The units range in size from 741-sq. ft. to 1,441 sq. ft. The total gross area of all the units is 17,929 sq. ft. The development is to be single-family ownership with a neighborhood association for the maintenance of the way and common elements. It is to be a two-phased development with 10 units constructed in Phase I, and the remaining 6 units in Phase II. The development is to receive a subsidy from the Town of Barnstable Community Development Block Grant Program. The Locus: The development is located on vacant land totaling 126,294 sq. ft. or 2.90 acres. The locus has been the subject of a previously approved undeveloped subdivision of 8 lots totaling 88,831-sq. ft. or 2.04 acres and a defined roadway of 37,463 sq. ft. or 0.86 acres. The-way is located off Route 28 easterly of Pitcher's Way in Hyannis. The lots are shown on Assessor's Map 271 as Parcels 040.001 to 040.008, commonly addressed as 4, 14,26,40; A 54, 56, 66 and 70 Danvers Way,Hyannis,M . The locus is Residential B Zoned and is entirely, within a Wellhead Protection Overlay District. Document and Information Submitted: The following information has been submitted to the file: Town of Barnstable-Zoning Board of Appeals-Decision and Notice Comprehensive Permit-2002-120-Habitat—Danvers Way 1) A copy of a transmittal letter dated August 28, 2002, to Linda Hutchenrider,Town Clerk from Date Mitchell,Attorney for Habitat transmitting copies of the comprehensive permit application. 2) An Application for Comprehensive Permit,Town of Barnstable Town Clerk's Office,date stamped August 28,2002. The following attachments were included in the application: A) Copy of an April 04, 2002 letter from the Commonwealth of Massachusetts Secretary certifying incorporation of Habitat for Humanity of Cape Cod,Inc under MGL Chapter 180 as of May 3, 1988. Copy of a May 04,2002,Department of the Treasury,Internal Revenue Service letter from John E. Ricketts,Director to Victoria Goldsmith,Habitat for Humanity, stating that Habitat for Humanity International,Inc. is an exempt organization under section IRC 501(c)(3) and as such subordinate organizations (Habitat for Humanity Cape Cod) are inclusive within that group exemption. B) A copy of a Site Approval letter dated April 01,2002, to Victoria Goldsmith,Executive Director Habitat for Humanity form John C. Klimm,Town Manager addressing those requirements of Chapter 40B and 760 CMR Sections 30-31. C) Copy of a June 19,2001,letter to Victoria Goldsmith,Executive Director of Habitat form Town Manager,notifying the applicant of having been selected to receive a grant award of$25,000 from the Town of Barnstable CDBG Program. D) Copies of two Quitclaim Deeds recorded at the Barnstable Registry of Deeds in Book 09995,pages 0108 through 0111 on December 29, 1995,conveying locus to the applicant. E) Site Location Map with 300-foot Abutter's ring. F) Existing Conditions Plan G) Attachment F—Project Description/Narrative H) Attachment G—List of drawings that constitutes the proposed plan for the development. I) Project Financial Pm formar. The initial pro forma submitted is dated 4/12/02 and revised pro forma is dated 10/1/02. The revised Pro forma cites that the total cost of development is $1,728,000 and that the total income from the sale and all other funding amounts to$1,728,000. J) Attachment I—Town Of Barnstable Agencies,Boards and Commissions. Iq A list of"Requested Variances and Waivers" as being sought in the Comprehensive Permit application. L) Attachment K—Copy of a proposed Affordable Housing Restriction Deed Rider M) Attachment L—Developer's Profile 3) A copy of a set of development plans entitled"Habitat for Humanity of Cape Cod,Inc.Danvers Way Development Danvers.Way,Village of Hyannis,Town of Barnstable MA"consisting of the following sheets. • S1 -Title and Cover sheet s Al —Individual Unit Floor Plans • A2 through A6 -Building Plans including Building Elevations • A7—Building Sections,Shed and Mail Box Plans • Proposed Site Plan—scaled at 1"=30' - • Proposed Site Plan'=Sheet 1 of 2-scaled 1"=20' • Proposed Site Plan Sheet 2— 1"=20' • Proposed Road details 1"=40' • Preliminary Subdivision Plan • Existing Conditions Plan 2 Town of Barnstable-Zoning Board of Appeals-Decision and Notice Cofnprehensive Permit-2002-120-Habitat—Danvers Way • L1 -Landscape Plan—Buildings 1-3, Scaled 1"=10' • L2 -Landscape Plan—Buildings 4-6, Scaled 1"=10' ' • Ll -Landscape Plan—Buildings 7-8,Scaled 1"=10' 4) Copy of a signed Agreement to Extend Time Limits for Holding of a Public Hearing on the Comprehensive Permit request. 5) Copy of the September 19, 2002,transmittal letters from the Zoning Board of Appeal Chair an to se Town agencies requesting review of Habitat's Danvers Way affordable housing development1 Let erslect were sent to: • Gary C. Blazis, President,Town Council, • John C. Klimm,Town Manager, • Laura Shufelt,Chairman Barnstable Housing Committee, • Ruth Weil,Town Attorney, • Roy Fogelgren,Chairman Barnstable Planning.Board, • Thomas K.Lynch,Director,Barnstable Housing Authority, • John J. Finnegan, Chief,Barnstable Police Department, • Harold Brunelle, Chief,Hyannis Fire Department, • Thomas Mullen,Superintendent Department of Public Works, • Maureen McPhee,Tax Collector, • Robert Gatewood,Conservation Administrator, • Thomas McI{ean,Health Agent, • Thomas Perry,Building Commissioner, • Dr.Angela Castoria,Barnstable School Department,' • Margo Fenn,Executive Director, Cape Cod Commission, and • Thomas F. Geiler,Director,Health,Safety and Environmental Services. 6) A copy of an April 2,2002,letter to Jane Gumb le,Director of Housing and.Commu Development from Victoria Goldsmith,Executive Director of Habitat notifying the agency of the isnity suance of the project eligibility letter from the Town of Barnstable. 7) Copy of the 300-foot Abutter Notification Map and List of Abutters within 300 feet of the locus, processed February 15,2002, and taken form Assessor's database as of January 11,2002. 8) An October 16,2002 letter to Art Traczyk, Principal Planner from Lt. Donald H. Chase,Jr.,Hyannis Fire Department,. 9) An October 16, 2002,letter to Daniel M. Creedon, Chairman Zoning Board of Appeals from A.Roy Fogelgren,Chairman Barnstable Planning Board. 10) An October 21,2002,letter to Daniel M. Creedon, Chairman Zoning Board of Appeals from Kate Mitchell,Attorney for Habitat,requesting that the appeal be continued from the October 23,2002, opening to November 06, 2002. 11) An October 30, 2002, Planning Division Staff Report on the application. 12) A November 2002 Habitat for Humanity-of Cape Cod Newsletter', covering the proposed development. 13) A November 04,2002 Cape Cod Times news article entitled `Habitat outliner duplexproposal". 3 Town of Barnstable-Zoning Board of Appeals-Decision and Notice Comprehensive Permit-2002-120-Habitat—Danvers Way 14) Copy of a proposed Draft Comprehensive Permit dated 1/17/03 and a transmittal e-mail from Ruth Weil, First Assistant Town Attorney. 15) A copy of a December 23,2002 letter to Ms.Janet Hutchins,Assistant Director MEPA Unit Executive Office of Environmental Affairs from Robert A. Burgmann,Town Engineer. 16) A January 22, 2003 letter to Art Traczyk from Robert A. Burgmann,Town Engineer. 17) Copy of a January 14, 2003 letter to Robert A. Burgmann,Town Engineer from James W. Hunt, Assistant Secretary MEPA Unit Executive Office of Environmental Affairs. 18) Copy of a revised utility layout plans for the project submitted at the public hearing of January 22,2003, entitled"Habitat for Humanity of Cape Cod, Inc.Danvers Way Development Danvers Way,Village of Hyannis,Town of Barnstable MA" and last dated 12/27/02 consisting of the following sheets. • Proposed Site Plan—scaled at 1"=30' • Proposed Site Plan—Sheet 1 of 2—scaled 1"=20' • Proposed Site Plan Sheet 2—1"=20' • Proposed Road details i"=40' Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on August 28,2002. An Extension of time for hearing of the comprehensive permit was executed between the applicants'representative and the Board. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened October 30, 2002,continued to November 06,2002,January 08,2003 and January 22,2003, at which time the Board found to grant the comprehensive permit. At the conclusion of the hearing the applicant agreed to go forward with a four-member board. The Board Members hearing and deciding this appeal were Gail Nightingale,Thomas A.DeRiemer,Jeremy Gilmore and Acting Chairman,Ron S.Jansson. Attorney Kate Mitchell represented the applicant. Also present during the hearing were Donald S. Dickerson of Habitat,Victoria Goldsmith,Executive Director of Habitat, Project Engineer Robin Wilcox and the Architect Steven C. Hayes. During the hearing of this comprehensive permit extensive testimony and information was given by the applicant, abutters and town agencies. For a detail of the proceedings, copies of the hearing minutes are available at the Town Clerk's Office and at the Office of the Zoning Board of Appeals. Findings of Fact as to Standing: At the January 22,2003,hearing, the Board unanimously made the following findings of fact as related to the applicant's standing for a comprehensive permit in accordance with MGL Chapter 40B. 1. The applicant is a subordinate organization of Habitat for Humanity International,Inc.located in Americus, Georgia. Habitat for Humanity International,Inc.is an exempt non-profit organization under section IRC 501(c)(3) and therefore subordinate organizations are mi dusivewithin that group exemption. Further, an April 04,20021ettei from William Francis Galvin, Secretary of the Commonwealth of Massachusetts certifies that Habitat for Humanity of Cape Cod,Inc was incorporation under MGL Chapter 180 as a Charitable Corporation on May 3, 1988- 2. The applicant has been selected to receive a grant of$25,000 from the Town of Barnstable Community Development Block Grant (CDBG) Program. Community Development Block Grant Funds are recognized as a qualified housing subsidy program under MGL'Chapter 40B. The Town of Barnstable, the subsidizing agency,issued a site approval letter, dated April 01,2002. 4 Towu of Barnstable-Zoning Board of Appeals-Decision and Notice f Comprehensive Permit-2002-120-Habitat—Danvers Way 3. Ownership of the site is vested in the applicant as evidenced by two Quitclaim Deeds recorded at the Barnstable Registry of Deeds in Book 09995,pages 0108 through 0111 on December 29, 1995. A motion was duly made and seconded to find that the applicant has satisfied the three prong requirements as to standing pursuant to 760 CMR. The Vote was as follows Aye: Gail Nightingale,Thomas A. DeRiemer,Jeremy Gilmore and Ron S.Jansson. Nay: None Findings of Fact on the Comprehensive Permit:At the January 22, 2003,hearing on this comprehensive permit request, the Board made the following findings of fact with regards to the proposed project being"consistent with local needs". 1. Habitat's purpose is to eliminate homelessness and substandard housing. It works with mostly donated materials, supplies and volunteer labor, builds housing for families in need of decent affordable homes. Habitat finances the homes with a no-interest mortgage to income eligible purchaser. 2. The development, named`Danvers Way of Hyannis',is to be located on vacant land totaling 2.90 acres. It is an undeveloped 1985 approved subdivision of 8 lots created along a proposed way named Danvers Way. The way is located off Route 28 easterly of Pitcher's Way in Hyannis. Although the subdivision has been recorded it has not been implemented. It remains as a "paper road and subdivision" only. For the purposes of zoning today, the 8 lots would have merged into two. The lots are those shown on Assessor's Map 271 as Parcels 040.001 to 040.008. The lots are addressed 4, 14,26,40, 54, 56, 66 and 70,Danvers Way,Hyannis,MA. The locus is Residential B Zoned and entirely within a Wellhead Protection Overlay District. 3. The applicant under MGL Chapter 40B seeks to build 16 affordable.homes in 8 buildings on 16 lots. Each of the proposed dwellings is to be located on its own lot yet share a common lot-line and wall. The development is proposed to have 2 one-bedroom units, 2 two-bedroom units, 10 three-bedroom units and 2 four-bedroom units. Two of the units are to be designed as handicapped accessible units. All homes are to be affordable units to be sold to qualified low and moderate-income individuals and families,as further defined herein. 4. The projected sale prices of the units range from $60,000 for the one-bedrooms to$120,000 for the four-bedroom units. The units range in size from 741-sq. ft. to 1,441 sq. ft. The total gross area of all the units is 17,929 sq. ft. The development is to be single-family ownership with a neighborhood association for the maintenance of the way and common elements. It is to be a two-phased development with 10 units constructed in Phase I,and the remaining 6 units in Phase II. 5. The applicant has committed to sell all 16 units to qualified low and moderate income first-time homebuyers whose income is 80%or less of the Bamstable-Yarmouth Metropolitan Statistical Area (MSA)median income. Specifically, ten (10) of the units are to be sold to individuals or families whose maximum annual income is equal to or less than 60% of the Barnstable-Yarmouth Metropolitan Statistical Area(MSA)median income. The other six(6)units shall be sold to individuals or families whose maximum annual income is equal to or less than 80%of the Barnstable-Yarmouth MSA median income: 6. The applicant has contracted with McShane Construction Company, Inc., to assist in the road construction and development of the property. McShane Construction will build six(6) of the units, which will be sold to first time homebuyers with a maximum annual income of not more that 80%of the median income. Habitat will build the other ten (10)units that will be marketed to households 5 Towp of Barnstable-Zoning Board of Appeals-Decision and Notice Comprehensive Permit-2002-120-Habitat—Danvers Way whose maximum annual income does not exceed 60% of the median income. The ten Habitat homes will be built with.sweat equity by the selected eligible purchaser and with a significant amount of donated materials,supplies and volunteer labor. Habitat for Humanity will finance the mortgage on its 10 units for 20 years at zero interest. The 6 McShane units will be conventionally financed and mortgaged through a local bank. Those homes will be marketed by Cape Home Ownership Center of the Housing Assistance Corporation. All of the units will be affordable in perpetuity. 7. The project is to be completed in two phases. Phase one is for the construction of ten units—six McShane units and four Habitat units. The second phase will be the completion of the last 6 units in the development by Habitat. 8. According to the pro forma presented in the application, the total development cost is $1,728,000. The cost per unit figured to$108,000. The sale price of the Habitat 10 units is to range from $60,000 to $75,000 as they.are restricted to the 60% or less income level. The 6 McShane units that are committed to the 80%or below income group will range in price form$100,000 to$120,000. The projected sale price of the units is considered affordable for the Barnstable/Yarmouth Metropolitan. Statistical Area. The applicant Habitat will realize no profit. McShane Construction Corporation, the applicants'subcontractor is projected to make a developers fee and overhead of 8.4% of the total cost of the 6 units it will build. 9. According to the Department of Housing and Community Development Chapter 40B Subsidized Housing Inventory of October 01, 2001, the Town of Barnstable has 953 affordable housing units or 4.70% of the housing stock. The goal of MGL Chapter 40B, the Local Comprehensive Plan and the Regional Policy Plan is to provide 10% of the housing stock as affordable. The.October 2001 count does not include 8 affordable units recent initiated by the Board's approval of School House Pond Condominiums and Lewis Landing Project. Nor does it include an additional 45 affordable apartment units approved under the Accessory Affordable Housing Program initiated by the Town. 10. Land use surrounding the site is dedicated to mixed use. To the west is Sea Meadows Village a multi family condominium development created under a comprehensive permit issued in 1986. West of the site are single-family homes,generally on one-quarter acre lots. Across Route 28 are the municipal wastewater treatment plant filtration ponds. The site is along a major roadway that includes a bicycle and walking trail. Public transportation exists on the roadway and public water and Town sewers are also available. 11. The development is to be connected to the Town of Barnstable Wastewater Treatment Facility. The applicant is aware that the proposed connection will have to be approved by the Town of Barnstable Engineering Division and will require DEP and MEPA permits. The Town Engineer has written to MEPA stating that the connection of the sixteen units will be insignificant. In addition, the applicant is aware that location of a new sewer line on other property and use of pumping stations will require easements and agreements that must be obtained in order for the Town to approve any connection. In addition, a January 14,2003 letter to Robert A.Burgmann,Town Engineer from James W. Hunt, Assistant Secretary MEPA UrutExecutive Office of Environmental Affairs,with reference to connection of the facility to the Town Wastewater Treatment Plant has stated the"the impacts of the Habitat for Humanity project do not appear to be significant in terms of their environmental consequence. Therefore,in accordance to Section 11.10 of the MEPA regulations,publication of the Notice of Project Change and a public comment period are not warranted. No further MEPA review is required. 12. The Town has undertaken an aggressive role in providing needed and suitable housing for its residents through its Housing Plan,which was designed to implement the affordable housing component of the town's local comprehensive plan. Habitat has collaborated with the Barnstable Housing Committee and Town officials and worked cooperatively to mold a proposal that - - 6 Town of Barnstable-Zoning Board of Appeals-Decision and Notice 1 Comprehensive Permit 2002-120-Habitat—Danvers Way accommodates the need to create more affordable housing in the Town. Such cooperation facilitates the granting of such projects. 13. The Board has heard testimony from the applicant, abutters'and concerned citizens. Public comment all recognized the need for affordable housing and most favor the granting of this comprehensive permit. The applicant had gone before the Town's Site Plan Review Comnuttee to determine and address any concerns of town agencies. Public agency response was therefore limited but it did point out issues and concerns that the Board must address if the permit were to be granted. The Planning Board expressed concerns with regards to drainage of the roadway,sidewalks, entrance on to Route 28 and the need for a secondary emergency access. • The Hyannis Fire Department cited the need for two fire hydrants,limiting of parking on the travel surface of the road and venting of clothes dryers. The Department also expressed a desire for sprinkling of the units. 14. In light of the threatened loss of affordable housing units within the Town of Barnstable and throughout Barnstable County due to "expiring uses", and in view of the Town's current deficit in affordable housing units,it is consistent with local needs for the Town of Barnstable to ensure the long-term affordability of units for persons of low and moderate income. The,proposal set aside all 16 units in perpetuity as affordable. Ten of the units shall.be committed to affordability at 60%or less of the_median income level and the other 6 units at 80%or less of the median income of the Barnstable-Yarmouth Metropolitan Statistical Area (SMA). Appropriate deed restrictions shall be prepared by the Town Attorneys'Office to insure that each of the units shall remain affordable as outlined above in perpetuity. 15. The development is 100% affordable,provides family housing to a broad range of family sizes and even includes four-bedroom units to accommodate larger families,whose needs are rarely addressed. The development also provides homeownership opportunities to individuals and families at 60%of the area median income,a group for.whom homeownership opportunities have been traditionally very limited. The proposed development is consistent with local needs in that the proposed development adequately promotes the objectives of providing affordable housing for the Town of Barnstable without jeopardizing the health and safety of the occupants of the proposed project and the residents of the Town of Barnstable,provided that the conditions of this comprehensive permit are strictly followed. The Vote was as follows Aye: Gail Nightingale,Thomas A. DeRiemer,Jeremy Gilmore and Ron S.Jansson. Nay: None Decision: Based upon the findings a motion was duly made and seconded to grant the comprehensive permit in accordance with MGL Chapter 40B to Habitat for Humanity of Cape Cod,Inc., for the development of Danvers Way of Hyannis',a 16 unit affordable housing development to be located in 8 buildings on 16 lots, subject to the following conditions: 1. Development of the site shall be in conformance with the submitted plans (the "Plans') entitled, "Habitat for Humanity Proposed Site Plan, Scale:I" = 30',originally dated 4/10/02 and a revised submission dated of July 29,2002,and last revised December 27,2002 prepared by Steven C. Hayes, Architect" " presented to the Board,signed by the acting Chairman and entered into the file consisting of sheets entitled"Habitat for Humanity of Cape.Cod,.Inc. Danvers Way Development Danvers Way,Village of Hyannis,Town of Barnstable MA" and numbered and titled as follows: • S1 -Title and Cover sheet • Al —Individual Unit Floor Plans Towo of Barnstable-Zoning Board of Appeals-Decision and Notice } Comprehensive Permit-2002-120-Habitat—Danvers Way • A2 through A6 -Building Plans including Building Elevations • A7—Building Sections,Shed and Mail Box Plans • Proposed Site Plan—scaled at 1"=30' • Proposed Site Plan—Sheet 1 of 2—scaled 1"=20' • Proposed Site Plan Sheet 2— 1"=20' • Proposed Road details 1"=40' • Preliminary Subdivision Plan • Existing Conditions Plan • Ll -Landscape Plan—Buildings 1-3,Scaled 1"=10' • L2 -Landscape Plan—Buildings 4-6,Scaled 1"=10' • Ll -Landscape Plan—Buildings 7-8,Scaled 1"=10' 2. Prior to the issuance of any permits for the development, this Comprehensive Permit shall be recorded at the Barnstable Registry of Deeds. A copy of the recorded document shall be submitted to the Office of the Zoning Board of Appeals for inclusion into the file. 3. The plans for the development are to be modified to reflect the following r • The applicant, on land under their control, shall construct an emergency access off Danvers way located so as to connect with the neighboring Sea Meadow Village paved area. The location, width and pavement shall be as approved by the Hyannis Fire Department. • A cape cod berm shall be constructed on the westerly side of the roadway to contain all run-off on site. • All roof runoff from the 8 principal buildings shall be collected in gutters'and directed into dry wells located on-site. • All site lighting,including that located on the buildings shall not exceed a height of 12 feet and shall be designed and located so as to not shine on the public way or onto neighboring properties. • The proposed sidewalk located to the east of the roadway shall be so designed to be a continuous walk along Danvers Way and connecting to the existing bicycle path located along Route 28. • The landscape shall include a minimum of 18 street trees, at least 2 inch in caliper to be located along the roadway and parking areas of the development. • The proposed accessory structures shown on the plan may be relocated as desired by the developer or the successor homeowner's association. • Parking for Units 12, 13, 14, 15 and 16 may be relocated as desired by the developer or the successor homeowner's association, as long as they are not located within the paved area of Danvers Way. • No parking shall be permitted in the traveled area of the roadway Danvers Way, and signs shall be posted to that effect.This restriction shall be included in all of the property deeds and made a part of the Homeowner's Association's Bylaw and strictly enforced • The applicant shall be required to keep the bike path along Route 28 open and clear of materials during construction and shall repair any damage made to it after construction. Appropriate curb cuts shall be installed on the path as it crosses Danvers Way and appropriate signs or markings shall be incorporated to alert bicyclists to the crossing. All of this shall be subject to approval and recommendations of the Engineering Division of the Town of Barnstable and as subject to Mass Highway approval. Stop signage shall be erected as per the Department of Public Works 4._ The sixteen(16) units are to be developed within 8 buildings. There are to be two units per building with the shared common property line located at the centerline of the common building wall. The 16 units are limited to: 2 one-bedroom units,2 two-bedroom units, 10 three-bedroom units and 2 four- 8 a:Barnstable,-zoning-Board of Appeals-Decision and Notice ' .ehensive Permit-2002-120-Habitat-Danvers Way bedroom units.The units shall range in size from 741 sq. ft. to 1,441 sq. ft. The total gross area of all the units shall not exceed 18,000 sq.ft. not including basements. The development is to be single- family ownership with a homeowners'association for the common maintenance of the way and common elements. All on-site utilities shall be located underground. Each unit is to be connected to public water and town's wastewater treatment facility at the applicant's expense. Each unit is to have its'own individual basement and separate heating, electrical and fuel service. The units are to have energy efficient appliances and heating, thermal windows and doors.The dwellings shall be heated by natural gas or oil heat. The structures are to be of wood frame construction with clapboard fronts, attractively landscaped and with a night light associated with each unit's entrance. Two of the units, Unit No. 1 -a one-bedroom unit- and Unit No. 7-a two-bedroom unit- are to be fully handicapped accessible units. All walks shall conform to ADA requirements. Addressing numbers and posting shall be in accordance with Town of Barnstable General Ordinance Article 5. Any subdivision entrance signage shall conform to Section 4-3.5(7) of the Zoning Ordinance for Signs in Residential Districts. The applicant shall be required to connect to the Town's Wastewater Treatment Plant. In connecting to the wastewater treatment plant the applicant shall be responsible for obtaining all necessary easements and permits including those of DEP,MEPA and Mass Highway as well as the Town of Barnstable. All town rules,regulation and design standards shall be followed for the design i and installation of the sewer collection system. The Engineering Division of the Town of Barnstable,at their discretion,may requires easements and/or transfer of ownership of the sewer collection system to the Town for long-term operation and maintenance. The cost of any easements or access rights,installation of the sewer connection and any associated upgrades to necessary pumping facilities shall be the applicants'responsibility. No building permit shall be issued until all Permits for connecting to the Town of Barnstable Wastewater Treatment facility have been secured. Any need for securities and inspections necessary to assure the completion to development standards for the sewer system,water delivery system,underground utilities the roadways and subdivision may be set by the Department of Public Works in accordance with the requirements set forth in the Subdivision Rules and Regulations of the Town of Barnstable,Planning Board. In particular, the applicant shall provide security in a form and amount acceptable to the Town Engineer and the Town Attorney to assure that any on-site work initiated will be taken to completion and that adequate security exists to assure that the site will be restored to a natural and safe condition in the event that construction should halt. The applicant shall be responsible for providing site drainage that meets the Town Engineers minimum requirement to retain the difference between the pre and post development storm flow: Also,all drainage from impervious surfaces shall be recharged on-site. Run-off shall not be permitted to flood into the adjoining areas or streets. All drainage plans and specification shall be reviewed and approved by the Town Engineering Division to insure that such run-off shall not occur. .d The Board recognizes the inherent difficulties of a proposed plan locating the shared property line on the centerline of a proposed common wall and the actual final location per an as-built plan. Therefore,in this instance, the applicant shall be permitted to install the foundations consistent with the plans presented and then located the common property line on the centerline of the common foundation wall once it is installed. Upon location of the common property line on the as-built of 9 10 Town of Barnstable-Zoning Board of Appeals-Decision and Notice *� Comprehensive Permit-2002-120-Habitat—Danvers Way foundation centerline,a plan suitable for endorsement by this Board,and recording at the registry of deeds shall be drawn and forwarded to the Zoning Board for its signature. The plan shall be signed if the board finds it is consistent and within acceptable limits with the preliminary plan presented for the division of the land. This plan endorsement may be completed in phases and consist of several plan presented during the course of the development. Nonetheless,common wall agreements in form satisfactory to the Town Attorney shall be entered into between adjoining unit owners and shall be deemed to be conditions running with each unit. 13. All property bounds shall be set, and"as built"plans submitted to the file upon completion of the development. No occupancy-permits are to be issued for a particular lot until bounds have been set. 14. All of the 16 units shall be affordable units. Ten of the units shall be affordable to first time homebuyers whose maximum annual income is not more than 60%of the median income in the i Barnstable-Yarmouth Metropolitan Statistical Area(SMA). The other 6 units shall be affordable to first time homebuyers whose maximum annual income is not more than 80% of the median income in the Barnstable-Yarmouth Metropolitan Statistical Area(SMA). The units shall be affordable as defined above in perpetuity and subject to a deed restriction requiring the dwellings be owned and occupied by low or moderate-income persons. Each unit shall be set-aside in perpetuity for the public purpose of providing safe and decent housing to.persons of low and moderate income. Each unit shall be deemed to be impressed with a public trust. The initial selling.prices for each unit shall be based upon a formula under which monthly housing costs,including mortgage.payments, taxes, insurance and homeowners'association fees,shall not exceed 30% of either 60% or 80% of the area median income based_upon household size (as the breakdown of said units is specified herein). Upon the resale to qualify individuals or families the overall housing costs including taxes,principal and interest,home association dues and insurance shall not exceed on a yearly bases 30% of the then existing income of qualified applicants. 15. A regulatory agreement and individual deed riders reflecting the restrictions contained in paragraph 14 above,in a form acceptable to the Town Attorney's Office, shall be recorded at the Registry of Deeds by the applicant against the property and the individual units at the time the property is transferred from Habitat or from McShane Construction Corporation. Such restrictions shall take priority over all financing documents related to this project. 16. The qualified purchasers of the ten units of Habitat shall be selected by Habitat in accordance with the qualifications criteria set forth by the applicant in the application on page 2 of the narrative attached to the application,which narrative is attached hereto and incorporated by reference herein. The 6 units of McShane Construction shall be marketed by Cape Home Ownership Center of the Housing Assistance Corporation to qualified buyers. In both instances,the Cape Home Ownership. Center is to verify first time homebuyers,income limitation,asset limitation,affirmative marketing and appropriate lottery procedures for buyer selection. 17. All of the units shall be committed to first time homebuyers with the stipulation that they be owner occupied and restricted affordable units in perpetuity. To the extent permitted under the law, preference shall be given to persons currently living and/or employed within the Town of Barnstable. 18. All of the dwellings shall be connected and shall remain connected to the public water supply and to the Wastewater Treatment Facility of the Town of Barnstable. No occupancy permits shall be issued until the dwelling unit is serviced with all utilities located underground,including public water and town sewers. The applicant shall be responsible for all costs to connect to utilities. 19. All construction shall comply with all applicable state building codes,state fire protection requirements and Board of Health regulations. Fire hydrants shall be installed to the requirements of 10 Town of Barnstable-Zoning Board of Appeals-Decision and Notice y Comprehensive Permit-2002-120-Habitat—Danvers Way the Hyannis Fire Department. All clothes dryers shall be properly installed and all vents constructed of metal and vented to the outside. There shall be no sleeping quarters permitted in the basement level of the units. Given the fact that locus is within a wellhead protection district,no activity shall be conducted on-site which shall in anyway introduce hazardous materials as that term is defined in M.G.L. Chapter 21E nor shall and such materials be allowed or stored on site or allowed to contaminate the site to any degree. The deed restrictions and association bylaws shall contain language incorporating this concern acceptable to the Town Attomey in perpetuity. 20. This Comprehensive Permit is granted with the condition that the proposed development is to be funded in part by the Town of Barnstable,Office of Community Development through a grant from the Community Development Funds. If the funding source changes,the applicant shall be required to seek modification of this permit from the Board. 21. Tlus Comprehensive Permit is issued to the applicant Habitat for Humanity of Cape Cod Inc. It sha ll not be transferable without the prior written approval of this Board.. , 22. It is intended that this decision and the conditions contained herein are in addition to and independent of any requirements of any other program involved in this development. The requirements contained herein shall have independent legal significance and effect. 23. Prior to the issuance of.any Building jPernuts the applicant shall'have recorded at the Barnstable County;Registry of Deeds,a copy of the Regulatory,Agreement approved by the Town Attomey and 0executedbetweken the developer/,applicant, the fundtng agency,the:Townrof Barnstable and as well . gas a icopy of5a Monitoring Service Agreement,as approved by Ethe Town Attorney'by the applicant, .the Barnstable Housing Authority as Momto'rng Agent andkthe w Such res`tncuoris shall take priority over all fiianuig documents re—la ted•to this prolect.:' 24. The Barnstable Housing Authority shall be the monitoring agent,for the development and the applicant s, -pay for the services o'Ethe monitoring`agent:'`The Board shall require a full compilation and certification of total development costs and total revenues, on a federal income tax basis,prepared and certified by a certified public accountant acceptable to the monitoring agent or the town to show that the profit made is within the 20%limitation imposed. Any profit in excess of the 20%limitation rule shall be governed by the terms of the regulatory agreement. 25. Prior to the issuance of an occupancy permit for any individual home,the applicant shall have recorded at the Barnstable County Registry of.Deeds;a deed restriction as approved by the Town Attorney assuring that the affordable units will remain affordable in perpetuity,that they are protect in the event of a foreclosure from lose of its affordability status,and further restriction that they be owner occupied at all times. The deed restriction shall reflect that 10 of the units be affordable to first time the homebuyers whose a maximum annual income is not more than 60%of the median income in the Barnstable-Yarmouth Metropolitan Statistical Area(SMA) and the other 6 units shall be affordable to first time homebuyers whose maximum annual income is not more than 80% of the median income in the Barnstable-Yarmouth Metropolitan Statistical Area (SMA). Such restrictions. shall take priority over all financing documents related to this project. Both documents must stipulate that affordable units will be affordable in perpetuity and include language establishing an expanded period of time for locating a qualified buyer. 26. The applicant has requested a waiver from the Chapter III, Section III,Section 4.9,Growth Management,which was sought to allow the applicant to develop its site in two phases, the first phase consisting of ten houses and the second phase consisting of six houses. The Board grants the applicant's request only to the extent that such a waiver is necessary to permit the Building Commissioner to issue-;total of ten building,permits to the applicant in one month and a total of six bwlding.pemuts-to the applicant m a subsequent month,which waiver is conditioned upon the • I1 Town of Barnstable-Zoning Board of Appeals-Decision and Notice ' Comprehensive Permit-2002-120-Habitat—Danvers Way submission of building permit applications which the Building Commissioner deems are complete. The waiver is granted only from the time frames imposed by the Growth Management Provisions. The 16 units shall still be included in the counting and number limitations imposed in the Growth Management Ordinance. The permits are subject to all other requirements of the Building Division for the issuance of building permits and the applicant shall comply with any and all requirements of this comprehensive permit decision,which must be fulfilled and completed before any building permits may issue. The Vote was as follows Aye: Gail Nightingale,Thomas A. DeR.iemer,Jeremy Gilmore and Ron S.Jansson. Nay: None Request For Waiver of Fees: After discussion of the applicant's request to waive certain fee,a motion was duly made and seconded to grant a waiver of the Zoning Board of Appeals application fee only. Based upon the fact that all 16 units are to be affordable in perpetuity the board voted to wave the application fee. The Vote was as follows Aye: Gail Nightingale,Jeremy Gilmore and'Ron S.Jansson. Nay: Thomas A. DeRiemer Ordered: Comprehensive Permit 2002-133 has been granted with conditions.This decision must be recorded at the Registry of Deeds for it to be in effect The relief authorized by this decision must be exercised in three years. Appeals of this decision,if any, shall be made to the Barnstable Superior Court pursuant to MGL Chapter 40A,Section 17,within twenty days after the date of the filing of this decision in the office of the Town Clerk. The applicant has the right to appeal this decision as outlined in MGL Chapter 40B,Section 22. Ron .J sson, cting Chairman Date Signed I Linda Hut enrider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the ce of the Town Clerk. Signed and sealed thi �day of , � under the pains and penalties of perjury. Linda Hutchenrider,Town Clerk a 12 10 DR,4/NAGE E,4 0 SEMENT ,a221 h ® yy (10 �Q EXISI7NG 27 p• FOUNDA TION LOT 11 i 4,9 7J..7 S.F,± 'y LOT 12 4p 5006.5 S.F.t LOT 13 4,752. 1 f S.F. 0 LOT 14 5, 181.5 f S.F. p l TO THE BEST OF MY INFORMATION, "EXISTING" PLOT PLAN KNOWLEDGE, AND BELIEF THE BARNSTABLE, MASS. FOUNDATION SHOWN ON THIS PLAN LOT 12, DANVERS WAY HAS BEEN LOCATED ON THE GROUND ' DATE 6f22/ SCALE 17= 20' AS INDICATED t JOB 5054-00 CLIENT HABITAT SWEETSER ENGINEERING �4/4 235 GREAT WESTERN ROAD DATE PROFESSIONAL LAND SURVEYORI PO Box 713 SOUTH DENNIS, MA 02660 off. 508-398-3922 fox. 508-398-3063 'L. Ju - ` 1/-/iv✓4JVJ7-VV 1UW(„JVJY-(Jf1fI_LVIJ 10' DRAWAG e SEMEN lb EXIST TNG . 270, FOUNDA TION LOT 11 4,97J.7 S.F.f a - � � o LOT 12 4O 5006.5 S.F.f LOT 13 , 4,752.1 .f S.F. LOT 14 5, 181.5tS.F. TO THE BEST OF MY INFORMATION, "EXISTING" PLOT PLAN KNOWLEDGE, AND BELIEF THE BARNSTABLE, MASS. FOUNDATION SHOWN ON THIS PLAN LOT 12, DANVERS WAY HAS BEEN LOCATED ON THE GROUND DATE 6122/04 SCALE 17= 20' AS INDICATED JOB 5054-00 CLIENT HABITAT 6122104 SWEETSER ENGINEERING / 235 GREAT WESTERN ROAD DATE PROFESSIONAL LAND SURVEYOR PO Box 713 SOUTH DENNIS, MA 02660 off. 508-398-3922 fax. 508-398-3063 C,. 1JV 1-nut;I V✓7-VV%uwy 1JV✓T-L�/f/_LVCJ//� T.U%,1^7 1 , • i ABBREVIATIONS ELECTRICAL. NOTES JURISDICTION NOTES - A AMPERE 1. THIS SYSTEM IS GRID-INTER11ED VIA A 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 DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN ' EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. 4. WHERE ALL TERMINALS OF THE DISCONNECTING E N EXISTING . 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. F .} 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 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 PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION . HARDWARE. h f PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. , S STAINLESS STEEL _ STC . STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT - _ 3R NEMA 3R, RAINTIGHT j PV1 COVER SHEET - PV2 SITE PLAN I� * PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS ,. : 0 PV5 UPLIFT CALCULATIONS LICENSE GENERAL NOTES �-�f • � PV6 THREE .LINE DIAGRAM 1 GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION Cutsheets Attached .-.= , , 11 OF THE MA STATE BUILDING CODE. ELEC 36 MR 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2017 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR ' A - REV BY DATE COMMENTS HJ: Barnstable Town `I . ,.A REV A NAME DATE COMMENTS UTILITY: Eversource Energy South Shore (NSTAR-Commonwealth Electric) 1 i - - r✓ CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER J B-0263692 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE LYNETTE LACEN—COUVERTIER Blianu Swaroo Gaddam BENEFIT OF ANYONE EXCEPT TESLA INC., NOR MOUNTING SYSTEM: Lynette Lacen—Couvertier RESIDENCE . p SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing-Insert 56 DANVERS WAY -6.9 KW PV ARRAY T S L 1-1 PART TO OTHERS OUTSIDE THE RECIPIENTS NODDLES: BARNSTABLE, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (23) Hanwha Q-Cells # Q.Peak-G4.1/SC300 SHEET: REV: DATE TESLA EQUIPMENT, WITHOUT THE WRITTEN INVMTER: PAGE NAME: PERMISSION OF TESLA INC. SOLAREDGE SE6000A-USOOOSNR2 PV 1 7/7/2017 a .COVER SHEET PITCH: 37 ARRAY PITCH:37 MP1 AZIMUTH: 102 ARRAY AZIMUTH: 102 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 34 ARRAY PITCH:34 MP2 AZIMUTH: 12 ARRAY AZIMUTH: 12 MATERIAL: Comp Shingle STORY: 2 Stories NEIGHBOR PITCH: 34 ARRAY PITCH:34 1 NEIGHBORS MP3 AZIMUTH: 192 ARRAY AZIMUTH: 192 MATERIAL: Comp Shingle STORY: 2 Stories • ROOF MP4 PITCH: 34 ARRAY PITCH:34 ROOFAZIMUTH: 102 ARRAY AZIMUTH: 102 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 34 ARRAY PITCH:34 MPS AZIMUTH:282 ARRAY AZIMUTH: 282 MATERIAL: Comp Shingle STORY: 1 Story NEIGHB RQ") zROO �NOF� g NEIGHBOR Y NGN NG `N LEGEND zm tri (� z v CML y ��� 4,�I ROOF NO.527�f Q (E) UTILITY METER & WARNING LABEL ZdW o FG/STEa�O • INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC DISCONNECT & WARNING LABELS Digitally signed by Henry Zhu D Henry Zhu ma<n—Henry Zhu, =U$,t o1arC yC,p—w,E,d- Ac AC DISCONNECT & WARNING LABELS Wt.:2017.07.19 1400o6-07100' Front Of House A DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS P3 Lc LOAD CENTER & WARNING LABELS a O DEDICATED PV SYSTEM METER CF) O C Pitch 2 ZT/6 RSD RAPID SHUTDOWN oAC ,-id (E) DRIVEWAY E O STANDOFF LOCATIONS CD CONDUIT RUN ON EXTERIOR Cn --- CONDUIT RUN ON INTERIOR z GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED fnv L='-J on SITE PLAN N a Scale: 10' = 1' E a 01' 8' 16' W 5 CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-02636.92 OO PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE LYNETTE LACEN—COUVERTIER Lynette Lacen—Couvertier RESIDENCE Bhanu Swaroop Gaddam T = 5 L n BENEFIT OF ANYONE EXCEPT TESLA INC., NOR MOUNTING SYSTEM: SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 56 DANVERS WAY 6.9 KW PV ARRAY PART To OTHERS OUTSIDE THE RECIPIENTS MooulEs BARNSTABLE, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (23) Hanwho Q—Cells # Q.Peak—G4.1/SC300 TESLA EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: - REV: DATE PERMISSION OF TESLA INC. INVERTER: SOLAREDGE SE6000A—USOOOSNR2 SITE PLAN PV 2 7/7/2017 i� f S1 si 1'(H OF 'I r Y NG 14G G o ZHU „ CML -+ v N0.52791 5'-5" 4'-10" 4'-8" -2(E) LBW �IsTE OnIAt (E) LBW SIDE VIEW OF MP1 NTS SIDE VIEW OF MP5 NTS A E MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP5 X-SPACING X-CANTILEVER' Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72° 24° 39" STAGGERED STAGGERED LANDSCAPE 72" 24" 39" Oil STAGGERED PORTRAIT 24" 15" 65" 0" PORTRAIT 48" 17" 65" 0" ROOF AZI 102 PITCH 37 ROOF AZI 282 PITCH 34 TOP CHORD 2X4 @ 24 OC ARRAY AZI 102 PITCH 37 STORIES: 2 TOP CHORD 2X4 @ 24 OC ARRAY AZI 282 PITCH 34 STORIES: 1 BOT CHORD 2X4 @24° OCI Comp Shingle BOT CHORD 2X4 @24"OC Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. S1 S1 <' 4' 3— -------------;,I"-4'-2ll—L; (E) LBW (E) LBW kd SIDE VIEW OF MP3 'NTS' SIDE VIEW OF MP2 NTS MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER . . NOTES MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES x= LANDSCAPE 72" 24° 39" 0" STAGGERED LANDSCAPE 7211 24" 39" 0" STAGGERED PORTRAIT 24" 15" 65" 0" PORTRAIT 24" 15" 65" O" „ ROOF AZI 12 PITCH 34 TOP CHORD 2X4 @ 24 OC STORIES: 2 ROOF AZI 192 PITCH 34 ARRAY AZI 12 PITCH 34 TOP CHORD 2X4 @ 24" OC ARRAY AZI 192 PITCH 34 STORIES: 2 BOT CHORD 2X4 @24" OC Comp Shingle BOT CHORD 2X4 @24" OC Comp Shingle rXAN D Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV.X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. S ACROSS RAFTERS AND Y IS ALONG RAFTERS. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB-0263692 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE LYNETTE LACEN—COUVERTIER` BENEFIT OF ANYONE EXCEPT TESLA INC., NOR MOUNTING SYSTEM Lynette Lacen—Couvertier RESIDENCE Bhanu Swaroop Gaddam T = S L. n SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 56 DANVERS WAY 6.9. KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS, EX MODULES. BARNSTABLE, MA 02601 THEANIZATION SALE AND USEEPT OFI THE OES ECTIVE�TM 1 (23) Hanwho Q-Cells # 0.Peak-G4.1/SC300 TESLA EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV. DATE INVERTER' PERMISSION OF TESLA INC. d PV 3 7/7/2017 SOLAREDGE SE6000A-USOOOSNR2 STRUCTURAL VIEWS S1 tV4 OF ING 4'-10" 4'-8 o Y ML N C (E) LBW V N0.52791 co D SIDE VIEW OF MP4 NTS �CI3TER�° MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" 39" 0" STAGGERED PORTRAIT 48" 17" 65 0" TOP CHORD 2X4 @ 24" OC ROOF AZI 102 PITCH 34 STORIES: 1 ARRAY AZI 102 PITCH 34 BOT CHORD 2X4 @24" OC Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. PV MODULE 5/16"x1.5 BOLT WITH ` 5/16" FLAT WASHER INSTALLATION ORDER ' ZEP LEVELING FOOT LOCATE RAFTER, MARK HOLE ZEP ARRAY SKIRT (1) LOCATION, AND DRILL PILOT HOLE. ZEP MOUNTING BLOCK (4) ATTACH FLASHING INSERT TO OUNTINGAND ATTACH ZEP FLASHING INSERT (3) C2) MO RAFTERBLOCK USING LAG SCREW. (E) COMP. SHINGLE (1) INJECT SEALANT INTO FLASHING - (E) ROOF DECKING (2) (3) INSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE 5/16" DIA STAINLESS ROOF PENETRATION. STEEL LAG SCREW LOWEST MODULE SUBSEQUENT MODULES (2-1/2" EMBED, MIN) INSTALL LEVELING FOOT ON TOP (4) OF MOUNTING BLOCK & (E) RAFTER SECURELY FASTEN WITH BOLT. S 1 STANDOFF , CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB—0263692 00 PREMISE OWNER: DESCRIPTION: DESIGN. CONTAINED SHALL NOT BE USED FOR THE LYNETTE LACEN—COUVERTIER Lynette Lacen—Couvertier RESIDENCEBhanu Swaroo Gaddam p BENEFIT OF ANYONE EXCEPT TESLA INC., NOR MOUNTING SYSTEM. � T = 5 L n SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 56 DANVERS WAY 6.9 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS �. ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02601 THE SALE AND USE OF THE RESPECTIVE (23) Hanwha Q-Cells # Q.Peak—G4.1/SC300 TESLA EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV. DATE PERMISSION OF TESLA INC. SOLAREDGE SE6000A—US000SNR2 STRUCTURAL VIEWS PV 4 7/7/2017 GROUND SPECS MAIN PANEL SPECS GENERAL NOTES, INVERTER SPECS. MODULE SPECS LICENSE BOND N 8 GEC TO TWO N GROUND Panel Number:NoMatch Inv 1: DC Ungrounded RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: INV 1 —(1)SOerter; E#SE6000 V, 97.5.-, w/ LABEL: A —(23)Hanwha Q—Cells 274.5PTC, 40 SC300 1788756 Inverter; 60 0W, 240V, 97.5%; w Unifed Disco and ZB,RGM,AFCI PV Module; 300 ,274.5PTC, 4 MM, Black Frame, MC4, ZEP, 1000V Underground Service Entrance INV 2 Voc: 39.76 - Vpmax: 32.41 INV 3 ISC,AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 125A MAIN SERVICE PANEL E3 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 CUTLER—HAMMER 1 10OA/2P Disconnect 3 SOLAREDGE DC+ - MP1,MP2,MP3: SE6000A-US000SW2 DC- 1x12 (E) LOADS A _ EGC L1 z4ov r---------------------------------- ---------------- ---- I 35A/2P GND —————— — EGc� ——— °c+ + MP3,Mi4,MP5: A ---- ------- --�,----- GEC TN DC- . . - C (1 3) G B I GND —_ EGC— --------------------- --------------- -------=---------�J. I N i (1)Conduit Kit: 3/4" EMT o E2C GEC _ GEC_r_1 TO 120/240V SINGLE PHASE I I I I UTILITY SERVICE I I ' PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (1)SQUARE D A Q9235 PV BACKFEED BREAKER A (1)CUTLER—HAMMER DG222URB /t,C PV (23)SOLAREOGE�P300—SNM4ZS DC Breaker, A 2P, 2 Spaces, Plug—On Disconnect; 60A, 240Vac, Non—Fusible, NEMA 3R /-1 a PowerBox ptimizer;300W, ZEP, in MC4,out MC4 —_(2)Gro qd Rod (I CUTLER-HAMMER H DG100NB n� (1)AwG#6, Solid Bare Copper 5r8 x 8, Copper Ground/Neutral it; 60-100A, General Duty(DG) (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 00 2 AWG O #10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC I41—(1)AWG#8, THWN-2; Red O L0`L (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=10.15 ADC LL LL(1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC (1 Conduit Kit; 3/4".EMT. • , , , . . , • . . . . . . . . . . .-(1)AWG#8,•'R"72,.Green • , EGC/GEC,-(1)Conduit.Kit;.3/4"•EMT. . . . . . _ . , • (2)AWG g10, PV Wire, 600V, Black Voc* =500 VDC Isc =15 ADC O (1)AWG g6, Solid Bare Copper EGC Vmp =350 -VDC Imp=9.31 ADC (1)Conduit Kit;.3/4" EMT CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-02 6 36 9 2 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE LYNETTE LACEN—COUVERTIER Lynette Lacen—Couvertier RESIDENCE Bhonu Swaroop Gaddam BENEFIT OF ANYONE EXCEPT TESLA INC., NOR MOUNTING SYSTEM: T E 5 L r MALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing-Insert 56 DANVERS WAY 6.9 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTSORG Moon BARNSTABLE MA 02601 " THE�SALE nAND USE EOF PT ITHE RESPECTIVE N CONNECTION 1H (23) Hanwha Q—Cells # Q.Peak-G4.1/SC300 f TESLA EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV DATE: PERMISSION OF TESLA INC. INVERTER: SOLAREDGE SE6000A-us000SNR2 THREE LINE DIAGRAM PV 6 7/7/20» i CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 56 Danvers Way U iLITY SERVICE IN ERTER AND D DISCONNECT -------------- ---------=-- SOLAR PHOTOVOLTAIC ARRAYS) 'I L--------------------- - i PHOTOVOLTAIC BACK-FED ORCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V JB-0263692-00 CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0263692 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE LYNETTE LACEN—COUVERTIER Lynette Lacen—Couvertier RESIDENCE Bhanu Swaroop Gaddam BENEFIT OF ANYONE EXCEPT IESLA INC., NOR MOUNTING SYSTEM: SHALL IT BE DISCLOSED IN WHOLE OR IN 56 D A N VE R S WAY T - 5 L n PART TO OTHERS OUTSIDE THE RECIPIENTS ZS Comp V4 wFlashing—Insert 6.9 KW PV ARRAY ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES BARNSTABLE, MA 02601 THE SALE AND USE OF THE RESPECTIVE (23) Hanwha Q—Cells # Q.Peak—G4.1/SC300 TESLA EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATT PERMISSION of TESLA INC. SOLAREDGE SE6000A—USOOOSNR2 SITE PLAN PLACARD PV 7 7/7/2017 HER 0 •o o Label Location: Label Location: Label Location: (C)(CB) (AC)(POI) o (DC) (INV) Per Code: - Per Code: _ _ Per Code: NEC 690.31.G.3 00 0 - o ° • ° NEC 690.17.E ° o ° ° o- •o• ° NEC 690.35(F) Label Location: TO BE USED WHEN (DC) (INV) ° ° ° o:^" ° o ° -o ° ° p • INVERTER IS Per Code: - UNGROUNDED NEC 690.14.C.2 - Label Location: Label Location: o 0 0 (INV) - -o (DC) (INV) o Per Code: Per Code: 00, CEC 690.56(C) NEC 690.53 Label Location: - (POI) ' _ Per Code: NEC 690.64.B.7 ' Label Location: 1 ° (DC) (INV) a.- Per Code: ° •'° NEC 690.5(C) -o s . • ° ° Label Location: -r lJllV (D) (POI) a Per Code: K ®:• ° NEC 690.64.6.4 Label Location: W� (DC)(CB) 0 •_° Per Code: NEC 690.17(4) • o :o ° Label Location: o•■ ° ° O (POI) ® •o o n .° 0 Per Code: NEC 690.64.B.4 ;. Label Location: _ (POI) -` • , Label Location: - ° ° Per Code: O O O �j (AC) (POI) e (AC):AC Disconnect • • •-° °o 0 o NEC 690.17.4; NEC 690.54 Per Code: (C): Conduit D O o _ NEC 690.14.C.2 :o ° o•° ° (CB): Combiner Box ° o• (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit • • ° Label Location: p�-o - o •- (INV): Inverter With Integrated DC Disconnect Q (AC)(POI) A (LC): Load Center Per Code: - r 690.54 ►D (M): Utility Meter NEC e- ,saws" {- Q7 • (POI): Point of_Interconnection Label Set solar=ooSingle Phase Inverters for North America solar,Co o & SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US SE3000A-US SE380OA-US SE5000A-US'I SE6000A-US I SE760OA-US SE10000A-US SE1140OA-US OUTPUT SolarEdge Sin/ale Phase Inverters 9980@208V U 9 Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA For North America 5400@208V 10800@208V ............................ E——r Max.AC Power Output 3300 4150 6000 8350 12000 VA ........ .. .............. ......... . ........ ..... .. ... .........saso.@Zaoy.... io9so.@zaov .................... ........ AC Output Voltage Min:Nom-Ma xPl ✓ SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US 208-229Vac ..AC Output Voltage Min:Nom-ivax.l" ... ............ .... ...... ..... ................... ......... SE7600A-US/SE10000A-US/SE1140OA-US 211-240-264Vac .. ...............................5.... 60-... ................. AC Frequency Min:Nom.-Max.i'j...... ................ . ... ............. .................. ........... 9.3-60-60.5 Hz Max.Continuous Output Current...... .....12.5. (......16--..--I:-21�°.,240V„•I-..-•,.25...... ......32...-•••I...42 @.240V... --,,,,47�.5.. A ................ GFDI Threshold 1 A . ........................................................................ Utility Monitoring,Islandmg Protection,Country Configurable Thresholds - Yes Yes INPUT `merte� I - Maximum DC Pow.er(STC) 4050 5100 6750 8100 10250 13500 15350 W ............................. .. .......... . .........-.............. ... .... ..................... ... ....... ................ p� ........ ............ fF�� �25 o c - Transformer-less,Ungrounded Yes . ........... Max.Input Voltage. .................................... i_m Yeats `3 .... ............500.......................................................... ...Vdc.... .................................................... -'o WaRa�ty t;'f Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc ............i ........................... ........... ............ . ... - 'eJiano�- 16.5 33 @ 20SV... .................. - Max.InputCurre.... 9.5 13 .... ..18.... .I..... 23.......I..30,5 240V..I......3a............Adc-.•. 240V Max.Input Short Circuit Current 45 Adc I" ........................................... .................................... ....................... . ....................:....... ................ ......... Reverse-Polarity Protection Yes ..........................t............... ...-.................................................... y..................... .........................:........... ` - - Ground-Fault Isolation Detection 600kaS. ....it........................................... ................ ............... ................. 60...-....siti .................................. ............................. 4 Maximum Inverter Efficiency.......... .....97:7...... .....98:?..... ......98:3...........98:3..... ......98..............98..-............98...........-%..... 97 @ 208V 97 @ 208V 5 - CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 % ................9..�°.24QV.................. ..................975.@ 240y.. ............. e Nighttime Power Consumption <2.5 <4 W I ADDITIONAL FEATURES Supported Communication Inte7faces RS485,RS232,Ethernet,ZigBee(optional) _ rt ... ........................ ...................... ............................. ................................. . Revenue Grade Data,ANSI C12.1 Optional+a+ ................. .............................. ........ ............ J Rapid Shutdown—NEC 2014 690.12 Yes STANDARD COMPLIANCE UL1741,UL1741 SA,UL16996,UL1998,CSA 22.2 j Grid Connection Standards IEEE1547 ( i ........................... :...,.;. Emissions .....FCC partly class B.......................... ................... .. f it f INSTALLATION SPECIFICATIONS —' AC output conduit size/AWG range 3/4 minimum/16-6 AWG 3/4"minimum/8 3 AWG _ .( -•AWG conduit size .... strings ....... .............. .........................................................14-6 AWG........................ - DC input condut size #of strip s P / g / 3/4 minimum/1 2 strings/16-6 AWG 3/4"minimum/1 3 strings/ . ............................ ........................................................................................... ...................... i Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ -- - `•. t .. .................. ............... . .....30Sx12Sx7.2/775x315x184.......-.................... ........,x315 x,260 .....!9!n.. ........... . . 775 Weight with ............. 51.2/23.2 .-••.••.-I ...--...- .-547/.2a.7 .-..--..,••,••.••••-•---...88 4/401.... Ib/-kg.-. - ............ - Natural convection ` Cooling Natural Convection and internal Fans(user replaceable) The best choice for SolarEdge enabled systems fan(user Specifically designed to work with power optimizers ..................................... ................................................................... .reylaceaniei.. Noise ..........�25....... .......<.50......... ...-.... ...dBA... * integrated arc fault rotectionfor NEC 2011690.11compliance -----..-- -••••••••••.............. .................... ......................... .. . ......•• .•••. • Min:Max.Operating Temperature -13 to+140/-25 to+60(-40 to+60 version available°) 'F/'C Rapidshutdown for NEC 2014 690.12 Range................................... ......................................................................................... ........................................... Superior efficiency(98%) Protection Rating NEMA 3R ........tion....... ....................... ........ ............... ..........................................-...... For other regional settings please contact SolarEdge support Small,lightweight and easy to install on provided bracket A higher current source may be ,ed•the inverter will limit its input current to the values 5tatad, Revenue grade inverter P/N:SExxxxA-USOOONNR2(for 7600W inverter:SE7600A-US002NNR2). Built-in module-level monitoring - - i°i-40version P/N:SE—A-US000NNU4(for 760OW inverter5E7600A-US002NN1.14). �.., Internet connection through Ethernet or Wireless --• - -- - --- -- - --. - a _ _ _.. _ -.__ _ ._ ._ , . _- _�_ _-, # J - Outdoor and indoor installation ; +" Fixed voltage inverter,DC/AC conversion only r Pre-assembled Safety Switch for faster installation Optional-revenue grade data,ANSI C12.1 sunsaE C USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL-TURKEY-SOUTHAFRICA-BULGARIA www.solaredge.us ¢ a i 1^SolarGty ( ZepSolar Next-Level PV Mounting Technology ;' �6olarGty ( ZepSolar Next-Level PV Mounting Technology ZS Comp Components ' for composition shingle roofs # a 4P , x Mils 0 v Mounting Block Array Skirt Interlock * Part No.850-1633 Part No.850-1608 or 500-0113 Part No.850-1388 or 850-1613 Listed to UL 2703 Listed to UL 2703 _.Listed to UL 2703 v _ Flashing Insert Grip Ground Zep V2 Part No.850 1628 Part No.850-1606 or 850-1421 Part No.850-1511 Listed to UL 2703 Listed to UL 2703 Listed to UL 467 and UL 2703 Description PV mounting solution for composition shingle roofs m, a Works with all Zep Compatible Modules °pMPPR Auto bonding UL-listed hardware creates structural and electrical bond . ZS Comp has a UL 1703 Class"A"Fire Rating when installed using modules from - any manufacturer certified as"Type 1"or"Type 2" Captured Washer Lag End Cap DC'Wire Clip . V� LISTED Part No.850-1631-001 Part No. Part No.850-1509 Specifications • 850-1631-002 (L)850-1586 or850-1460 Listed to UL1565 850-1631-003 (R)850-1588 or850-1467 • Designed for pitched roofs • 850-1631-004 • Installs in portrait and landscape orientations • ZS Comp supports module wind uplift and snow load pressures to 50 psf per UL 2703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • ZS Comp grounding products are UL listed to UL 2703 and UL 467 • ZS Comp bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24". • Zep wire management products listed to UL 1565 for wire positioning devices Leveling Foot Part No.850-1397 zepsolar.com zepsolar.com Listed to UL 2703 r This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1839-001 Rev D Date last exported:April 29,2016 11:22 AM Document#800-1839-001 Rev D Date last exported:April 29,2016 11:22 AM , =oo � solar SolarEdge Power Optimizer - Zep Compatible TM Solar �W ` o I a r=oo Module Add-On For North America P400-ZEP llV o " SolarEdge Power Optimizer - P300-ZEP(for 60-cell PV modules) P400-ZEP(for 72&96-cell modules) INPUT Zep CompatibleTM Module Add-On Rated Input DCpowerl.. 300 400 W n .. ....................... Absolute Maximum Input Voltage(Voc at lowest ratu tempere) 48 gp Vdc 0 .....erat................................................... ........ ...................................... ............................................... ........ ...... For North America P300-ZER P400-ZEP .MPPTOperating Range 8-48 8-80 Vdc �1 Maximum Short Circuit Current(Isc) 10 10.1 Adc ......... um..hortCirc itCu...nt(I...................... ......... ............:............ .. . ........ Maximum DC Input Current 12.5 12.63 Adc ............................ .................................... ............................................... ..................................I............ .............. Maximum Efficiency 99:5............................................. .....�....... ........................................... ..................... .................................... 0 Weighted Efficiency ......................98:g ....... ............................................................... ....................... Overvoltage Category II -�-� OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) � 1 Maximum Output Current 15 Adc ......................Volt................................... ............................................................................................... Maximum Output Voltage 60 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer i Vdc STANDARD COMPLIANCE x EMC FCC Part15 Class B IEC61000 6 2 IEC61000 6-3 ........ ........ . ........ ......... ............................... .. ......... Safety IEC62109-1(class II safety),UL1741 ......................... ............I........ ..... . . . . ROHS Yes ` INSTALLATION SPECIFICATIONS r � Maximum Allowed System Voltage 1000 Vdc W ............................................................... ............................................ ............................................... ............ ` y Dimensions including mounting bracket (1NxLxH) 128 x 196 x 27.5/5 x 7.71 x 1.08 128 x 196 x 35/5 x 7.71 x 1.37 mm/in ......................................................... .......................................... ............ .. ............ Dimensions excluding mounting bracket (WxLxH) 128 x 152 x 27.5/5 x 5.97 x 1.08 128 x 152 x 35/ mm/in 5x5.97x1.37 ................................................................ ............................................... ............................................... . Weight(including cables and mounting bracket) 720/1.6 840/1:9 kg/lb put' ....................................................... ...................C4'C'. . Input Connector MC4 Compatible - Output Connector Double Insulated;MC4 Compatible Output Wire Length 0 95/3 0 I 1.2/3.9 m/ft ............................................................ ........... ......... ......... ......... .......................................... .............. =`F Operating Temperature Range -40 +85/-40-+185 C/'F ............................................................ ............................................................................................... .............. Protection Rating IP68/NEMA 6P ............. .......................................... ..... ............................ ............................................................ .............. Relative Humidity 0-100 % .............................................................. .............. • UI Ra[ed STC power of the module.Module of up to+5%power tolerance allowed . Fir t PV SYSTEM DESIGN USING A SINGLE PHASE THREE PHASE THREE PHASE . SOLAREDGE INVERTER(') HD-WAVE SINGLE PHASE 208V 480V Minimum String Length(Power Optimizers) 8 10 18 .......................................................... ................................................... ......................... ......................... ............. Compatible with Zep Groove framed modules M.aximum. . . .strin.g.Len.gtn(P. ....ower. . .Op.imiz. .e. ...rs) 25 25 50 .. . ... .. ..... . ... .. .. . .. . ... . .. . . ... .......... tn Maximum Power per Strings700(6000 wl 52SO 6000 12750 W - Certified Zep Compatible'"bracket - Mitigates all types of module mismatch losses,from ....................... . SE76001­1 U5) ..... . . ..... ................. ......................... ......................... ............. - Attaches to module frame without screws-reduces on-roof manufacturing tolerance to partial shading Parallel Strings of bifferent Lengths or Yes labor and mounting costs - Flexible system design for maximum space utilization. Orientations .................................................. ............. pl For detailed string sizing information refer to:http://www.solaredge.com/sites/defaul[/files/string_sizing_na.pdf. - - - Power optimizer equipment grounded through the bracket - Next generation maintenance with module-level monitoring_- t - Up to 25%more energy - Module-level voltage shutdown for installer and firefighter - Superior efficiency(99.5%) safety J USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-UK-ISRAEL-TURKEY-HUNGARY-BELGIUM-ROMANIA-BULGARIA www.solaredge.us x , powered by _f Ix v0-144 - A Format 65.7in x 39.4in x 1.57in (inc Iudingfram6) , �..- :. -m 4Tyy~ m x 40 . . T ..�. (1670mmx1000m min) eight - 44.091bs(20.Okg) •• ,r••v°°„>•,•,-m: - Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with anti reflection technology - El- Back Cover Composite film _„„,,,,,,•,,,_ i.�„ - 1 Frame Black anodized aluminum ' -��- ••'�'" Cell 6 x 10 monocrystalline Q.ANTUM ULTRA solar cells_.. - •° •� - ) ��J,�,.•- . . Junction box 2.60-3.03 in x 4.37-3.54 in x 0.59-0.75 in _ I _ 166-77mm x 111-90mm x 15-19mm),Protection class IP67,with bypass diodes .m.mR..N r r•'`~ Cable 4mma Solar cable;(+)47.24in(1200mm);(-)47.24in(1200mm) (1 II connector Multi-Contact MC4,IP68 ,.,,>•,,,-m,I-E Tar+.•r+-M },POWER CLASS '- m 295._ 300 305 I \ 9 , MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+5 W/ 0 W) .� Power at MPP2 Pn,r [W_] 295 F 300 short circuit Current* ^• • _r Isr n [A] 9.70 ... - 9.77 9.84 Open Circuit Voltage' Vo�� [V] 39.48 39.76 40.05 Current at MPP I,,,,_ [A]- 9.17� 9:26 - 9.35 ' _ Voltage at MPP _ r-�V r ^[V] ~ 32.19-_ - 32.41� -- _ 32.62 - The new high-performance module Q.PEAK-G4.1/SC is the ideal solution -- Efficiency= r, [,, zii 7 z1s:o a18.3 for all applications thanks to Its innovative cell technology Q.ANTUM' n . MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS NOC' v _ ULTRA and a black Zep Compatible TM frame design for improved aesthetics, 1t Power at mPP= PN r [W] 218 1 221.8 225.5 •easy installation and increased safety. The world-record cell design was ® E # ShortCircuitCurrent* R IseY - [A] _. 7.82 _ _ _7:88 -7.94 - developed to achieve the best performance under real conditions-even E ( Open Circuit Ve, [V] 36.92 _ 37-. 37.46 , i �r: I � ( Current at MPP INrr [A] �7.20 7.27 - 7.35 - - with low radiation intensity and on clear, hot summer days. Voltage at MPP - VNrp [A] n 37.20 F 37.27 �- 37.35 11000 W/m',25°C,spectrum AM 1.5G 'Measurement tolerances STC s3% NOC x5% 3800 W/mv,NOCT spectrum AM 1.5G •Typical values actual va I urs no ay differ O CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE, LOW ELECTRICITY GENERATION COSTS I " " - _ -r- -r--- ---- K Atleast 98Yot nominal power during first yeacT X ° ae ,„„ •,,,,,,,,,°,,,, Thereafter max.0.6%degradation per year. ield er surface area and lower BOS costs thanks to ■ 3 °° -------------- Higherpower up to to ears.y p r oAt least 926%of nominal y higher power classes and an efficiency rate of up to 18.6%. ■ E s at least 83.6%of nominal power up m z5 years. a + - so - A - - ---- II data within tolerances. ---- ------ Full warranties in accordance with the warranty W INNOVATIVE ALL-WEATHER TECHNOLOGY . rT terms of the QCELLS sales organization of your ,w coo eoe moo8° respective country. Optimal yields,whatever the weather with excellent low-light � . l IRRADIANCE IWrm'I and temperature behavior. ,o rtaas - Typical module performance under low irradiance conditions in .,•°'i°sw�o�9 w.n.°=o,`,'i.,°��s. ,..,,owr comparison_to STC conditions(25°C,1000W/rn ENDURING HIGH PERFORMANCE ----- - TEMPERATURE COEFFICIENTS n 411 Long-term yield security with Anti-PID Technology',. QCELLS Temperature Coefficient of P,q r a [//KI +0.04 Temperature Operating Cell Temperature NOCT f[F] _ 2 to mmsccuanr P se Perature Coefficient of Vac k/Kl � -�._ Hot-Spot-Protect and Traceable Quality Tra.QT"'. - I`TOP-BRAND PV .39. Normal p g p 113 t5.4(45 x3°C) P r Y [7/Kl 0 TV ® A RELIABLE INVESTMENT 2016 f Maximum System Voltage [V] 1000(IE 10 (UL) ss C)/ 00 Safety Cie - II Inclusive 12-year product warranty and 25-year ) _ _ _ _. linear performance guarantee 2. - 1 Maximum Series Fuse Rating r [A DC] 20 Fire Rating - C(IEC)/TYPE 1(UL) a - f Design load,.push(UL)' [Ibs/ft) `�• 75(3600 Pa) Permitted module temperature -40°F up to+185°F - y QGpMPgr�� Phntnn f ( on continuous duty (-40°C up to+85°C) t ' -_ (gn Design load,pull(UU' [IbS/ft'] 55.6(2666Pa) 2 see installation manual _ _ - Bmapolyorysblline -t••s 44 solar module 2014 - Fqix®enors eas I p , . L , gr: Y - •, , 1• • 1 x,t;?,;r:r .f COMP P� '• UL 1703;CE-compliant; Number of Modules per Pallet - 26 f i IEC 61215(Ed.2);IEC 61730(Ed.1)application class A r -*-•-- -».-•- - - -�- - - ---• - - 4 - Number of Pallets per 53 Container -32 2 _ MPq, t ) ♦ SP® �e��S: _ Number of Pallets per 4'0'Container _.., _ 26 APT test conditions:Cells at-1500V C Q r Pallet Dimensions(L x W x H) 68.7 in x 45.3 in x 46.1 in . against grounded,with conductive me- cus e Ncn�ey - THE IDEAL SOLUTION FOR: tal foil covered module surface,25°C, (1745mm x 1150mm x 1170mm) 168h Pallet Weight 12541bs(569kg) - 2 See data sheet on rear for further NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use V Rooftop arrays on of this ®residential buil product. dings information. p ` . Hanwha 0 CELLS America Inc. 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL inquiryOus.q-cells.com I WEB www.q-cells.us Engineered in Germany OCELLS r e` AREAS LOT 50.'FT ACRES 2 5189 0,12 � C 90, �pE) 3 4997- 0.11 R L VIAL ' 4 5034 0.12 STA TE HIGH 5 .4923 0.11 5 4958 0.11 7 4892 0.11 8 4926 0.77 - - 9 4909 0.11 73'42 10 4941 0.11 N 00 11 4974 0.11 12 5006 f^ 13 5086 0.12 \ , 14 4848 0.17 j- � - 15 7130 0.16 \ l 28 27 16 8704 0.20 (IBR) ROAD 37471 0.86 I 8'X6'SHED TOTAL '126291 2.90 _ I (A 7 `J9, 2 �/ A) r 96:Sz o/EgRA/ArAOE • - - g8.y 10.00•I ftp BSHE (T?=v OreAfryAce �01 s 3 h s 4 h 0 p/ -9,6 09' nT N h n1 lam (4BR) Q - O37�9„ 4o , 5 2S.2g• AY .. -. ..'.. ._:.. ... .._..... 7 ... :. �'. -�.... (313R). - ^^ Q� Q 6 O _ Q• N7S T 4 `.2Y 9g 4g � 24.3 (2BR) Q (38R) A _ e, • _ { �� INS -�N �. ` 27.60' (3BR) N7537 17 !y (3BR) _ 102.0 10 h �ft n .ENT O ?K o 10 3 AI QE ' (Il / (4BR) J6.4,- (3BR) \ J 12 A� 13 70357' I 21•azb N (29 5 9 �Q SHED (313R) '5� O �0 14 S1,g37y�� 7\ 4p 3s / 3 8 15 an. y o m� PROPOSED SITE PLAN FOR �° o. 9PSFs HABITAT FOR HUMANITY 0) �\(1BR) 9. - 16 N ,F. �9.34. f PROJECT LOCATION (3L3R>,� � Rp„�E 2s DANVERS WAY HYANNIS, BARNSTABLE, MASS. i i LOCI13 3 2 MEMAj vENCRNROAD G 7350J, b 7J 76' LEGEND- n 39808922 SOUTHENNS. MASS. 02660 N8220 O5'yy EXISTING SPOT ELEVATION Go„D EXISTING CONTOUR----00---- £ ,48 >n• .- ROAL SPOT ELEVATION DATE JU`Y L� 2002 J DNAL CONTOUR SOIL TEST LOCATION U11UT'f POLE O TOWN WATER - REVISED JOB N0. 5054-00 CATCH BASIN ®� GAS LINE CLEAN.OUT CQ REVISED ELECT.,ETC. �OCATION MAP_ FSHRE 1 OF 6 SEWAGE C:\SB\PRGJ\5054-00\DWG\5054-GI.Dv.G 02002 SVEEiSER ENGINEERING �•. - .. _ AREAS TOP OF - LOT SO. FT ACRES FOUND. 1... '8312 0.19 -59.00 _ 2 . 5189 0.72 59.00 . 3 4997 O.l1 59.00 4 5034 0.12 59.00 5 4923 0.11 59.00. 6. 4958 0.11 59.00 7 4892 0.1,1 58.00 _ 8 - 4926 0.77 58.00 �f 9 4909 -o;i- ss.oo V'JI DE) . 10 4941 o.11 56.00 _ ✓F�.Fj R O rp'C7� 2 soos 0.11 5700 \ \�. (ETA rE f If GH VA -�r 13- 5086 0.12 58.00 14 4848 0:11 58.00 15' 7130 . 0.16 58.00 KOA Bi04 O.z0 s8.0o •, - / .37471 Q89 N POLE-'126291 290 - - li i (: 73 4 55) . : ._ \ 0 T. E-)/,�. G S lI Y... J s'xs' SHED ' i 1 B0x2 4 (38 ) 0 LI j R c f L-� Z � 1 96; �Egs,4!I�AGE .80 12 - � SHED rYP.)/ �Rq�NgC�.'GO'/ 2+ 7.- �S�MEN 1 4: / (3BR) '*S F j O a 4 , F 172N' v3 S 7 j / E (48R) o E 5 �1/ O2 5 2 98 �� (3BR' / x�I i � /. V �� G 6 O N Q)" - / _ 4 8g�, i \ (2BR) - i w90 S (3BR) E \ o ;- /Vjs3j N A. 1 `�!per zl (3BR) - SSwuProa PROPOSED SITE PLAN J i Lrj �9P FOR -(3eR) /; sus HABITAT FOR HUMANITY n , 21.1g,/' l ROB ,Z89�- PROJECT LOCA710NDANVERS WAY V HYANNIS, BARNSTABLE, MASS. x`.� ✓_'} �. 8 tit GE SWENMER ENGDWWJU C x LOCUS \ 235 GREAT WESTERN ROAD m P. 0. BOX 713 NT / LEGEND: soa- / EXISTING SPOT ELEVA➢ON 00.0 l N 1398-3922 SOUTH DENNIS. MASS. 02660 E%:STING CONTOUR----00---- _ S_ FINAL SPOT ELEVATION D - FINAL CONTOUR- '< OATEJUL•1� 29_2002 SCALE 1•' = 20' SOIL TEST LOCATION UTILITY POLE -0- .. TOWN WATER-W--W-- I P.E"SED JOB NO- 5054-00 CATCH BASIN � j j CAS LINE--0- _ CLEAN OUT GO - ELECT_ETC. -E- C LOCATION MAP � RE" ° _� SHEET Z OF 6 SEWAGE -S- C:\SB1PRCJ 505a-OO�OWGL SJ-OI.OWC 4)2002 5_YEETSER ENGINEERING AREAS TOP OF - - LOT S0. FT ACRES FOUND. 4 i,Q) 1 8312 .0.19 59.00 012 59.00 J9s� o.tJ 59..00 4 5034 0.12. 59.00 \J P _ OJ 5 4923 011 59.00 6, 4958 0 11 59.00 3- S 7 48s2 1 �4 0.11 58 00 8 4926 0.77 5,300' F (4BR) 9 4909 O>1 56.00 O / 10 4941 0,11 Ew �/ d 56.00 3 11 4974 011 57 00 5 �1' M122 0.12 5.300 '}�.�• 1 .. / �/ = i JJ _ 5800 (b .12 5800G�.20 1.86 _ —.90` ^?? ^ F" 99 tV G 4+ 4`89 r (38R) - I 3:= _ O �N O. s (3Blz) (39R) V o I x 4r iS ` �0f / 54 j �4 I l� \ E (4BR) `3 __. - U `39 a r 70' (38R) �r-r 7vi j PEAB � ( +7 13 Oil 55 x G • � Ss� \ N i 4. 213 E/�J� 30 SHED sill o - w 9' E 11 i w 0 56 14 �:6r 66 +$2:1 I i�a yi0 15 5t3.� rn w.,t �, I c $ wOBI E OO I I J E W cb• o a 16 6,' o (18R) i m PROPOSED SITE PLAN 9� FOR HABITAT FOR HUMANITY i C SV RDUtE Z$� PROJECT LOCATION DANVERS WAY HYANNIS. BARNSTABLE, MASS. Locus Swzm rt Evct�)vc - J5 �/�,' 'k j j 4 LEGEND: m 235 GREAT WESTERN ROAD - 0.�' �[J E%ISTINO SPOT ELEVATIONOO 00_0 508- $OU TH DENNIS,713 ASS. 0266D �-1 ExISTINc coN TDUR---- 398-3922 R FINAL SPOT ELEVATION 0 0 N822O' I NAl CON OUR-- __ _JULY 29. 20-- L. 1 — 20 S ILVnU TEST1.LEDCOCAII 4 © DATE SCALE 70WN WATER—W--W CATCH 9aBIN ®� REVISED 5�54-00 CAS LINE `-� JOB N0. J J CLEAN OUT C� ELECT.,ETC. --E— HEWSED -- —___ sewacE —s-- �__ l-OCATION MAP OF 6 f,:\SB\PROD SOSa-00 D'NC 5p54-01.DtYG 02002 SWEETSER ENGINEERING i PHASE I PHASE I PHASE 2 r -. HABITAT 2003 11cSHANE 2003HABITAT 2004 .r I _ .., BULDING al BUILDING 42 __.__ .._. .. -. ---- .�U1LDlNfi93--.---- '----'-_E11LLDOflLLJti. _BLI nMG.UEE--.---_ B u n^^� W N ..__. .. ._._ .__ - ---- _. -- -- !SING,aA ---- ..-____ ..BiIILDiNG_a1--- _ ....BLLL DING_.&li . '-- _ ._y023_IQ__--_.LO7 tll OT al3 ... -_- L -.-- '-_ LO.L.$L. -....... LOT a2 I 1QT_83. __-LOLg4 ___I ._LOS_S6 -_LO_T91.._ LOS_3] - -_�T..u.@_._ -�4T+�__ a LOT.aN ..�T.rtl¢ W Z -- , CL IL I I j LLI IVj � Q 1 _ _ _._-, 10'XB' ' _ _�1 _-�!-: - - APPROX.LM6`OF HED .�APPROX.LINE OF ''^^ _- '/ -� F APPROX. LINE OF - I I V f. I"Q I EXISTING TREES LINE'pF I ES ^T EXISTING TREE9 Z {\� f W TO REMAIN L-. EX STI GN TRIMS 10 I Ir TO RENMAM E TO REMAIN '....� .�_�,•� ,. ..., I Q,u I ......._. _. 13 R) � II 4 �40TATION W ......... j f4 R) :=1� - I u i I I4 ) _ .:;'. I� f3 ) � / a i � J L APPROX.LME OF EXISTING TREEB .... I I .. -... , 8 i REMAIN ... ' (3 R> f3 R) d .... �C BF 10'XB' 10'XB' :(3 R) SHED BF ) ,Xe,l RO d l0 12 Ilr Uj m - -- SHED SHE (TYP.) (3 R) I "' HED I SH 3 ) 3� I'O _.......1 II�111-,11 LLI I 1 � o - - -- - •- - -- I I -- OTATION Z [TYP.) , B 6 B fi B. - EI - O 6 ELA ETION O / ` W DANVERS WAY ' I- z/' In TAO6ET�XT6RN -- -- -- •- -pt -- -- -- -- -- -- -- •• -- -- -- -- -- -- -- -- -- •- - -- I - ` •. --�- ' z sgq osT APPROX.LOCA Q OF PROPOSED SECOND VEHICLE aO°ROTATION ...I LAN1E}x - _PONT OF N ,I NOTE: 'NO PARKING" SIGNS W TION'ILL BE PROVIDED ACCESS TO - 45°ROTATION IPOI T OF ALONG DANVERS WAY. DANVERS WAY _ SITE PLAN 4PT4 PO6T SCALE: I" = 30'-O" IV (1) o.P-1 I O Ld I _ In O "'POSI•` LIGHT ' < IV SCALE: 1/4' I'-O' T GALV. STEEL STONE PRECAST DOWELS BASE CONCRETE S/S'O X 24'L. PITCH BUMPER a 4--O" O.C. SIDEWALK I Y"' ABITAT FOR HUMANITY OF' CAPE COD,_ INC . 2-L ROADWAAYSA�E Z3� 2" SEALED TO GRAIN W J ,II ASPHALT 12%MAX.) DANVERS WAY DEVELOPMENT -- - - - - M>00 WC1 -iii , 3-1 7 Danvers Way, Village of Hyannis, =,1 ' ii-7���' Town o Barnstable MA BUMPER DETAIL SCALE: I" = I'-O" 7 v',nrntV In PROJECT TEAM: DRAWING LIST: BUILDING. DATA: LOT DATA: SITE DATA: ARCHITECTURAL: ENGINEERING: GROSS HABITABLE DEVELOPER Habitat for Humanity ARCHITECTURAL: COVERAGE/LOI COVERAGE SQ.FT. % co658 Main Street x❑3-1 PROPOSED 3ITE PLAN&COVER SHEET UNIT SCHEDULE FLOOR AREA LOT v West Yarmouth, MA 02673 ❑ PROPOSED SITE PLAN(SHEET I OF 6). x A-1 BLDG #1 FIRST&SECOND FLOOR PLANS (50B) 775-3559 ❑ LOT SQ.FT. CRES SQ.FT. Y. SQ.FT. X -. )]A-1.1 BLDG #1 FOUNDATION & ROOF PLANS ❑ PROPOSED SITE PLAN (SHEET 2 OF 6) � 1 - 1 BEDROOM. UNIT'X 743 SQ.FT.-= 743 GROSS$Q.FT. DRIVEWAY PAVING 27,624 21.8 aw ATTORNEY FOR Kate Mitchell, ESqq. X❑A-L2 BLDG #1 ELEVATIONS ❑ PROPOSED SITE PLAN (SHEET 3 OF 6), 1 - I BEDROOM UNIT (BF.) X 767 SQ-FT. = 767.GROSS SQ.FT. 1 8,312 0.19 767 9.2 1,207 14.5 -F-1 fO HABITAT. 1170 Rt. 6A, P.0.Hox 160 1 - 2 BEDROOM-UNIT BF. West Barnstable, MA 02668 A-1.3 BLDG p1 DR WINDOW& FINISH SCHEDULES ❑- PROPOSED ROAD DETAILS (SHEET 4 OF 8) ( ) X 922 SQ.FT. = 922 GROSS'SQ.FT. V A 2 5,IB0 0.12 1,178 22.7 1,255 24.2 b (508) 362-1369 x❑.A-2 BLDG p2&05 FIRST&SECOND PLR PLANS❑ PRELIM. SUBDIVISION PLAN(SHT 5 OF 6) 1 - 2 BEDROOM UNIT X 944 SQ.FT. = 944 GROSS SQ.FT. PATHS PAVING 2.315 LB � x❑A-2.1 BLDG p2 &y5 FNDN & ROOF PLANS 10 - 3 BEDROOM UNITS X 1,179 SQ.FT. = 11,78B GROSS SQ.FT. 3 4,997 0.11 1,179 23.6 1 1,241 24.8 1 ARCHITECT. Steven C. Hayes, Architect, P.C. x A-2.2 BLDG ❑ EXISTING CONDITIONS,PLAN(BHT 6 OF 6) 15 Bay State Court ❑ N2 &p5 ELEVATIONS 2 4 BEDROOM UNITS X 144-3 SQ.FT. = 2,886 GROSS SQ.FT. 4 5,034 0.12 1,179 23.4 1,290 25.6 P.O. Box 621 x❑A-2.3 BLDG #2 &p6 DR WIND. & FIN. SCHEDULES TOTAL UNITS = 16 WOOD RAMPS 2,448 1.9 U w Brewster, MA 02631 5 4,923 0.11 1,443 29.3 1,477 30.0 (-„ (506) 240-1411 �A-3 BLDG/13 &//6 FIRST&SECOND FLR PLANS TOTAL UNITS GROSS AREA = I8,050 GROSS SQ.FT. Qi r- X❑A-3.1 BLDG g3&pe FOUNDATION & ROOF PLANS 6 4.958 0.11 1,179 23.8 1,232 24.8 ENGINEER: Sweetser Engineering x❑A-3.2 BLDG q3&p6 ELEVATIONS 7 4.892 0.11 922 18.8 1,453 29.7 BUILDINGS FOOTPRINT 12.269 9.7 Robin Wilcox X❑A-3.3 BLDG p3&#6 DR, WINDOW& FINISH SCHEDULES BUILDING SCHEDULE AREA (n � 235 Great Western Road A-4 BLDG g4 FIRST&SECOND FLOOR PLANS 8 4,926 0.11 1.179 23.9 1.241 25.2 0) South. Dennis, MA 02660 LANDSCAPING: BUILDINGS #1 & #8: 1/3 BDRM UNITS' - 2 (IBR -BF. UNIT #1) 1',945 SQ.FT.(BF.) 9 4,909 0.11 1,178 24.0 1,239 25.2 o x A-4.1 BLDG #4 FOUNDATION & ROOF PLANS (508) 398-3922 +1,921 SQ:FT. = 3,866 SQ.FT. AREA FOOTPRINT 1.280 1 ((f as AREA p N1 A-4.2 BLDG y4 ELEVATIONS (] Ir1 LANDSCAPE PLAN - SLOGS ,NI-y3 BUILDING /{4: 2/3 BDRM UNITS - 1 (26R - BF. UNIT {{7) = 2,101 SQ.FT. 10 4,941 0.11 1,179 23.9 1,289 26.1 ,x a. LANDSCAPING: Philip Cheney ®A-4.3 BLDG y4 DR, WINDOW&FINISH SCHEDULES ❑ 1-2 LANDSCAPE PLAN - BLOCS #4-#6 BUILDING #7: 2/3 BDRM UNITS - 1 = 2.123 SQ.FT. 87 Lakefield Rd. X❑A-6 BLDG ly7 FIAST&SECOND FLOOR PLANS 11 4.974 0.II 1.443 29.0 1.475 29.6 South Yarmouth, MA 02664 ❑ L-3 LANDSCAPE PLAN - BLDGS y7-kB BUILDINGS 42 & g5: 3/3 BDRM UNITS - 2 = 2,355 SQ.FT- X 2 = 4.716 SQ.FT. LANDSCAPE/ 80,455 63.7 (506) 394-1373 A-5.1 BLDG y7 FOUNDATION &ROOF PLANS BUILDINGS #3 & q0 :4/3 BDRM UNITS - 2 = 2,622 SQ.FT. X 2 = 5,244 SQ.FT. 12 5,006 0.11 1,179 23.5 1,246 24.9 OPEN AREAS U v OX A-6.2 BLDG p7 ELEVATIONS TOTAL PARKING = 38 SPACES 13 5.088 0.12 944 18.8 1,322 28.0 F4 BUILDERS: Habitat for Humanity XI A-&3 BLDG q7 DR WINDOW&FINISH SCHEDULES TOTAL 14 4,848 0.11 1.179 24.3 aa7 16.3 126,291 100 % 658 Main Street x❑A-6 BLDG #6 FIRST&SECOND FLOOR PLANS TOTAL BUILDING AREA = 18.050 GROSS SQ.FT: SITE AREA � West Yarmouth, MA 02673 Q A-6.1 BLDG #6 FOUNDATION & ROOF PLANE 16 7.130 0.16 743 10.4 1.028 14.4 (508) 775-3559 PER LomMovwEAL'rr1 OI nl1 y. AAB REG. 521 C�1R 9. x❑A-6.2 BLDG qe ELEVATIONS OF UNITS NOT REQ'D IN 91 WNHUU4E DEVELC)PN1r' Ci McShane Construction - 18 8,704 0.20 1,178 13.6 1,528 17.5 X❑A-6.3 BLDG qe DR, WINDOW&FINISH SCHEDULES OF LESS THAN 20 IJNI'I ( UF'. UNITS TO fJFPRUVIUF.D) P.O. Hox 429 A-7 PROPOSED WALL SECTION 0 PARTY WALL DEVELOPMENT IS LOCATED WITHIN THE WELL PROTECTION ROAD 37,471 0.86 - - - OStetville, MA 02665- TYPICAL BUILDING SECTION/ENERGY DETAILS OVERLAY DISTRICT. ZONING DISTRICT RB.(508) 428-8500 A_e INTERIOR E1evATlovs/s11ED/MAneox ITO TALI 12B,291 2.90 18,050 14.3 20,408 18.2 — WALL ASSEMBLIES 3Y Y• y. 3Y,' �. Y. 3Ya'„y-• �• 37 yi4� - .. h, IT - i _ Ut z ` ADDITIONAL GWB 1—� - um wxncx 8 Z Q RESILIENT CHANNEL PROVIDED FOR - I Q > ACOUSTICAL y�( '•;'\ '/ (] _ SEPARATION 8TC 54 U333 U305 RATED INSULATED RATED INSULATED UNRATED INSULATED RATED.UNINSULATED. UNRATED�UNINSULATEO UNRATED INSULATED 1— rlaeT 2 HOUR WITH 2 -5/e' I HOUR WITH 5/8' I/2' GYP BOARD I HOUR WITH 5/8" 1/2'GYP_BOARD I/2'GYP. BOARD - °o w�,�OMOO f l4YER9 GYP. BD. ON BOTH GYP.BO.ON BOTH ON BOTH SIDES GYP. BD.ON BOTH ON BOTH SIDES ON ONE SIDE, olmelw5 RALL6 3 OP i/S GIB Z SIDES W/RC-I CHANNELS SIDES SIDES - I/2'SHEATHING ON EXTERIOR W/SIDING a•TI�RnnrmlR '- {� O O lLLYY,IO,Tn lNW�TIOx `l ` " O O O O '• o�9iuD ' RORI¢Ox14 �,fifB CNANNRLn B/YI �-! . '_ .. ...•' �.. 12' O � I�'-gY,' _ ___ _ ..— IS 5--_ _ _ .._ —_. —__ ._ _. - _ - R,YL Tlon .11 -O' s' 9' ._ ._-- -_ - i I , .. �•wx e_•j� rr run � IL j a Q zQ F nm I BEDROOM b2 AIL PRECA NG AE ToPS CONC. —Z I,II I F f1_ --- . p 1 "/PARTY ALL/PROPEI TY LIN E 8-8 A, ''O-—Y—,'--. --_`T-•-- _�9 y• ,_1s6'e8Y''.._ _� _4-' —8" _--- 0 QCLOSET LU r _ BEDROOM S-4 4 ;J _ O t r cL t— op�� 9 V i KITCHEN ° -- IBATN" U ° o (J t O�� - L L n ruB - 10'-IY' I - O 3' 2' �2 s r 4-IOYI_._._ �.._ v O _ I 1.1-LI- �.. OI p i Ir I I ( L—BEDROON 1, BRM. - - ° F C. CLOSET I _ I Q C r I _ STEP A ECURED _ ^ 15,CL. m sa Tm E. A) ITT FN N T 'I f I m II BEDROOM it l DN a,� DN 13 _^ z q`, i 3R I @I O 1 5-O�1— Y s A F \ LINE BEDROOM BATH I v :A. — BELLOW OM C II n 1 m LIN. I I LU \ r I r I ' _ ,I I—____.____ _-.—II• 5 - ------ _ I I ' a �I WUt linl I BE.DRO O 431 W jo 3' a-O 11' .. ........... -- c II 8 IY _ TALF ALL OOMRI 3,_y. Y 000 1 c0 _ O.O /WOOD I _ , J I' , o E # - _ — J BEDROOM tt3 F JII - / \. OIyN AP I I - `I ---- - r E �'�I -° i' I I O ��n m Lo up J� o CLOSET < C l30 cL_I o °• 13R Al I.. -T Rn l o z w I I 2 j oI s11 f/F II 5•_I a• _ I I - -"Q•f' - ---- - AI 28B TH 'N13R - a: A. (A) � I yIBATNo ,_ :�.� � \ m • 1oY,` l3� J o O i m I _ �' i I Y ♦ I I DINING C -- 1 i WINDOW w I i jt,:�—ABOVE A. _ wail A> xi BEDROOM tt- _ W/WOOD aLi r I, CAP - - i °' •I .+ 4 �-I UP 13R "i I m W I L. I o LIVING p 20 WOODRAMP z I F 10 (A w � �36 > 0(15 0 OATS j -01 rn LL IV ' U n-eY' 1r-o• � p ------ t PA Y WALL/PROPERTY LINE gY, 4 BR_UNITS 45 fl i$II 3 BR UNITS U( t ul2 j. _ _.. ------------------ -- — - -------- —'-- 4 B R U N(T S s>5 fl tt I I-- ------- ---- --- -- 3 B R UNITS—.. 6 _t__u 12 _ • - FF UNIT AREA = 952 SF FF UNIT AREA = 1'45 5F SF UNIT AREA = 431 SP - SF UNIT AREA = 496 SF p SF UNIT AREA = 431 SF 5P UNIT AREA = 491 SF TOTAL UNIT AREA = 1448 SF FIRST FLOOR FLAN TOTAL UNIT AREA = 1182 SF SECOND FLOOR FLAN A3 BUILDINGS 43 BUILDINGS SCALE: 1/4" = I'-O" - Q N Q Il I Z > z z Q J3' - Q } • s -. 1111E OP " 1'OMOATpx 4y NON.OPaiGt - V]'RG09 o°eneu�ma.le oe sia ovo • z GUTTERS AND -- - --- — -- -- --- -- vi IL DOWNSPOUTS µ,low 12 O -.. --- a ,5 B 9•6. — Ip• II" G� p— 6 �. -<� ----II RAu it O -----' QQ -1 I I I PARTY ALL/PROPERTY LINE i I I -A a II EM15ING WALL PLAN DETAIL I -- -' Q ^^Z - - - --- - - 1I li ASPHALT RIDGE CAP IL /, nI I I r I 0 Cnl ON 30"X30'LLXJ2COLi I Q O I I I p cr 1- CONC.FTG.TYp. o Z f L LL I I ASPHALT - tRIDGE CAP I GUTTERS AND U. SPOUTS O 3 I/X conc. sLAel OOOOX DI-'I�IIIlIIIIII-iIIl III IiIIIIIIIIt JI_---_-.— —II- _-O_ X !I O I ' mF- -------- L)DOWN 'yONbwX1)'fl�r0FNOnO+, ' oo- I �X N T--------------- - 0�hr\+�VU RAMED l FRH DIIIIASPHALT RIDGE CAP REF. SECTION r RIDGE CA ASPHALT PARTYWALL FNDN OFF 3 I/2 0 LAL 3I/2" ON 30'X3O' I r 0mcm\lI lvri m mm O CONC.FTG:TYP. 43 I Y COL. uP / _ BASEMENT I lx —+- 0 3 I/2' CONC. SLAB c FNDN OFFSET 3 1/2" t/2 ---- - YN 0'4 X 4a'CONC. SONOTUBEASPHALT I - FJl RIDGE CAT ON 24'X24"XIX CONC.FTG. rYP.GUTTERS AND AMPGUTTERS AND DOWNSPOUTS DOWNSPOUTS BOVEITYP) 3-0" ICE A WATER SHIELD fA3,v0 1 X O TYP AT ALL EAVES VAL iu\ y , WALLS I I 1 P I m f I I I I fn a m o ' I I- _..I - - - - - - - - - - - -- - - — -- - I U o U I II' BR UNITS US 5 tt I I---- --- -....:�.----- ---- _3 ...B R UNITS u 6 8_U 12-- - -- - - --- ---- ------ - --------� i, PARTY WALL/PROPERTY LINEcn ROOF PLAN 4 BR UNITS US H ttll rr 3 BR UNITS 46 t 412 BUILDINGS :43 It rUT7 FOUNDATION PLAN U' " SCALE: 1/4" = r-o° BUILDINGS 43 t��� A3 SCALE: I/4" = 1-0" 1,696~SG2.FT- CONTMYOYG - 2 R•-' a qGe VENT _ . A--T 84ENGLBE ITTP.1 r Lo - ]l'0 WOOD 9 LOWERED CLAPBOARD _- VENT Rl'PJ - Q ED 12 � PL. 10 ® � > CORR - lTTP.INE BATH Z VENT Q — — " tE PL. -- -- — —- ATTC 'J 8m S IGREAR 1212 AIWI I 'i 00 � �THSF CEDAR CLAPBOARD I - i_ P,TPOGTB.RAI1P TTP. - I1 _ M _ I I r I UNIT - - I i —I__-- --_FRONT ELEVATION . _-__ --- __-=- __' � BUILDINGS 43 t #6 RIGHT ELEVATION (p SCALE: 3/IL'= I-O' '- BUILDINGS #3 t #6 Q cn SCALE: 3/IL' _ 1-0' - U 'Cn O Lu - 2 0-Ul 12 O. 110 BATH. ., __... VENT 12 .. 6f� Q_ " ®� PL. ® N 12 I 12 1, -- -- -- --------- PL.� I OOmOO I OCr r c4mw OD cv ---- a - i -- LL i I -- SF i _..._... OD --, - .-. OD i r -- � F 3 BEDROOM UNIT F - LEFT ELEVATION —1 BUILDINGS #3 t SCALE:3/I4' = 1--0' -- -- - * N CD REAR ELEVATION x o BUILDINGS #3 t I#677 m x �- SCALE: 3/I6'= I-O" � D; r ' O $CHEDULF-ZULDINC.5.13 t a_L.._.-- DQQR _-- -- __---- - ---- _--_ JWNDOW_=HEDLLE-2Eii.$IJILQIMG..I9WLD1I1Cafi. 3 1.3L1- -------------- .._.--- -IMMA L- _ -..._.__. __..- ALL WINDOWS,TO BE ANDERSEN 200 SERIES FINE LIGHT TILT-WASH_DH/AWNING-WITH LOW E GLASS_ - _..jDQOR ....-. .--_.. EBAME. .....ID.QO-R -------.1W1NDf)Jll-t----' AME:.._ - ..__ _ __ ___ ___ __ N p-LOCATION ...-. I - ..--- L -L ._14DllL- EMA&KS__ -- - _----- --'-_- ---�-- ,ER {: -- MI5---- -- - -_RDDri.SI2LE____. .ELQQB_---BASE- ALL`.i__.LEIUNG . GEWNG_ -tlARKS _.__ _ _ - -- 3 Q ELEY_.SIZE -.._. MAX.. IMA2.. EIM__.. _- (C1AL_.- --__.�11A-T __fT N_. _.IOT.Y- _-----._...--- -- _ _ � -- I UNITS I:_ -_. ... .. ...__ - 4- -- - -- - - - --- - ---- --._.--- - __ _--- -- -- - ---- ------- -- --- '------ ----' _ _H_ _ to s aN IRS ELGHL FIRST FLOOR. . _ 1, .. _ -- ._..,_ I A 24DH2440 2I 9" X 9'-0, I Ig - - - - -- - -- - --- -- .r' I- .1 ... _. .- - - -- -'-- -- -- --- ---- -- - -- .�-._ ._4 ---- ------------- -L--,LIVINQ/DININ CARPET - .-VINE WB/PTD-G_WB/PTD T-6" 3 � N _ - L ttAI N._EN7RY.,_ _ A_ _3'r0..X L__B.'. 1NSUL.1... -- I. ._ .---- --- _ _ _...9.11GNLWLSII2BMLSCRFFN__-__-- B_ 244DH2440 l'-O' X 9'-0' ---. �.......--- .-._._ :I-2 _ jy_, K17rHEN.-_ -- --' - --- -- - Z 9 {{1 - t- t -- - --- --- --- bLYL_ _-.YIMYL WBLe BLPSD I.L G=i -. 2 COAT.CLQSET __i_ E 2'.-4 X 6 H'. _ _... ...... ..._ _. ..---- _ _--.-- _--- C,..CSMT CW135 f 2'-4 l/8' X _3/e _..__.. --_. _I--2 --- -- --- -- -- ------- --- w z 3 BASEMENT__...:.. .__ i..E _2"IQ. .X.L-fl" IN SUL�._. ._ ._._...._-----._ - 2 ._._. .. - ------_` ---- D.�9DH2930....T-4".X 3'-O' I-- ---- - `._. .__ r. ------ - - - - - -- ---- --------- ' - SE.T....... .......:.. _... F _5'-0".X.L'-8."...._� _..._._...__..-. _ -.__...._ ._.-___.._...11__._..___B1-FOLD.-.... _._.__. 1 .._.._. ...I ------ -._--'- -----'- --- -- ABUT.-_ _WOOD LPSQ. �BP .._--- ----- ------ ----- .-._ Q >- 7 `3IAle 1Le. 4 CLQ I _ I -- _.._. ._,____.-_.. E._IAWNING-,A21___ 2'_O 5/8' X _O_5/8,_..., ..__ -__ _ ,._.__-i. {___,._4 --.-_--___ __ - -., -,,. �c STAIR DOWN _ 2XI0 TREA_S WB/PTD WB/PTD 6 S • REAR ENTRY .. - .;. A_.. .3. .O...X 6'_-8"_ IN5UL.._ _. ...__..... .__._ ----------..__._ .1-.-___.._9 LIGHT,W/ STORM/SCREEN FI BSMT 2811_.._ --8 5/8' X I-T 1/4° 1 .._........_.__ t G -- -- - - -'--- 5 I I -- ..__..__.. ._, -._.._.._ __.__._. - -+.._..--- - -------'-----.__.._..._,..__.- .-#ll_- �RQ9J_I-k-1---.. A 2(_PET.- -�KYU_ LPT�. 14@1PTQ- .. W L BEDRQQ.M�.#L. ...__. -E__ .t.2'-B .X.L'-8'. _ .__-..��_.. I --..___ 4 W/OFFSET HINGES, _ _ ---- .. - ----- { ...._-. .__. ..__. ._-.�_ '_...__....----- _ _ __ .�-'_--------I-----'--'-- -- -'.----- _ ---^----.-....'--- BATH al - --_ VINYL VINYL GWB/PTD GWBiPTD _ '> > BR #l_CLQSET- ...I_ F I-b'-Q X..L r8". --_.1 .... II B1-FQ.LD_. - --_ _ -'---- -- .. -- - ---- --- -- - - - - - -----.- _..__. - ..f ..' .... ._.-- ..._. .__I_ -. _.-._ .8. BATH..Al._ _ ... - .' E _ 2'-10. X..L 9'I .. .. ... _.. -- - -- - 6 -- -- - -- ---- --- -'- - ------ --- BEDROOM f i _ _ ,A ._ ...-- I LINEN _. E �.2'rQ X G. 8 r . _ I I 1- . .. -- -- - - - - - - -- --- -'- -------.- I CARPET VIN TD GWB/PTD OOM #2 F WB/P � 10 .BEDROOM #2_ -....I. E 2'.-B_.X.b'"-8_ -__._ _ ._- _-. -4 ..._l_W/OFFSET HINGES.-'---- _- ---- 1-TALL. LARPE2. y1N TD. WBLPID T1C_� .---- -- F -I ------I N _ HARDWARE SETS __- BEDROOM. ARPET _ _VINYL WB/PTD WB/PTD _ --2� j - �I BR_#2 GLOS _ _-__ I _ _ HL-.EQLQ. --_ Set Na I. Pe lockset,Schlage A80 D.U526D fmsilt _- _G_WB/PTp ______-_._ I I/2 pars butt.,3 I/2'x3 I/2'.U52GD flash entrance tg hl e P - BATH VINYL VINYL GWB/PTD 2 3/9 back evm (loved 9n (Front 1 r) - --_ -- ------ - --- - -------- --'----- I -_-- sat 'L desi Rea _- BEDROOM CARPET /PTD B/PT # SECOND FLDOR... _.f.-,,. ._. .._ .I _ __._ __.. ._ _ ___.___.__... _-.. --._,_. -_.--_ -._ Set No.2: 1 1/2 pars butt.,3 1/2'x3 1/2'.US24D finish entrance typ&.lectwt,Schlage A80PD,U524D f.WL R__ABEMENTA4 _ -�QIyCIWD __- - 8 G1lJazLQ_ C3-WLWB_D 1NAL..EIRE_RA.T1MfiEMCL0-5-U -- __ .. 2 3/4'backset.'Levm'(lever)des, with dfset hm w • c 3 gn; gee,-tacale.,airing.18smt stare) T.Q.HF..DETERMINED ---_ _I2. .BRM_CLOSET ... . ----- 13- BEDROOM 14_.._ _€ 2-6 X b fl._ _..I- I-_--_ __ - _.__- -- - -__- Set Na 3: 1 1/2 pars butts.3 1/74 1/2'.US24D finch:pnvacy lackset.ScNaga 5400.US260 Ansh. ------ - --- -- # - L4.I$R.#9 CLOSET._ -.-I_. F 5=Q X1�E"- - _--.__ .- _ 11 ----I_EQLD-_ -- 2 3/9 backxt lever hordes Levandesign -- ---- - - ..HALL_CLOSET-._____._-I-..E.._. -Q--X--6=B�. --- ----- --.1--- 1O IFrat Floa BedroaJ -- ---- - ---- ---NG/DCARPET --- - ---'--- - U LIV I I T LIVING/DINING CARP E VINYL GWB/PTD GWB/PTD l'_G" 3 Z Set No.4: 1 1/2 pars butts.3 1/2'x3 1/2',U524D finish:prrvacg lockwL ScNage S40D.U52GD rush, N KITCHEN VINYL VINYL GWB/PTD GWB/PTD 7'-6" 3 A..I.BATH 8A c ae, ever a evon i Floor e r ----- CARPET --_ _-_- _-- .l. .LINEN_ -. . r- E _-2-=Q--X-4-fl". - r - -- -__ .. _..-' -- .----_-- 2 3/9'bat t 1 hardk 'L design.s✓dtaet hinges.(Fret FI B daoaJ. - -- - --- - f� T--- 5 g � I HALL CARPET VINYL GWB/PTD GWB/PTD T' L" 3 Z �� - BEDROOM #3 -._-.I E 2'.-L X 6 B _ -_-_ T STAIR UP CARPET i000D WB/PTD IUB/PTD - - __ - --- QL ( -AIR-DOWN 1�X)-O TR€ 0�� GII1B/ GW6%�'T�j 19 BR a3 CLOSET 1„- F 4-0 X L :8_, gl-FOLD Set N.5: 1 1/2 pars butts,3 1/2'x3 I/2'.US26D hnsh; rvac Imkxt.Schlage A90S,US26D finish, _ __.____ _ -19 BASEMENT.._ ._ ..__ .i- _2 B" X 6 B"_ -_-. I _.: . -_ .. ._- - -. _COfiB..STQ.Rt]L_SCREEM-.-.--_- 3/4'P badt knobs h design.(Second g - _ _-_- __- --- _ Q Z Q __ ___ �- 2 set 'Plgaout' esi n ondFloor Bedroom) #12. BEDROOM #t CARPET VINYL Gule/PTD GWB/PTD 6' 3 z I -�- f _- ---- --- - - BATH AF- --- VINYL VINYL GWB/PTD GWB/PTD -6' 3 - ----- --- Q Q -- - - --'- Set Na 6: 1 1/2 pars butts-3 1/2'x3 1/2',U524D Rneh:privacy Iockret.ScNage 540D,US24D finish. _ _ -_ - I -j 2 3/4'backsat,lever herdks'Levan'design,chrme eaenar,brass axtenw.(First Floor Bath u/210 dow) HALL CARPET VINYL GWB/PTD GWB/PTD 1_6" 3 - ----- - -- ------ - _ EDROOM #2 C , UNITS #L 1 412 - Set No.l: 11/2 pars butts,3 1/2'x3 1/2'.,U524D fresh:privacy Iookset,Schlage 540D,US24D finish, BATH_u2__t iN�L ET VINYL GWWBB/P D GWB//PPTTD� ;_6 i _-_- - -- - -- - - -- - --r I - r "-- -- - - --- -- -- ----- - __-__ 4 backsat lever h Levin rose In ass M #3 _ CARPET VINYL GWB/PTD GWB/PTD ------- -- ---- 0 FIRST FLOOR C I >- - - 2 3/' endhro'Levan'design,ch .,tenor.bran exterior,e/dFset hinge.,(Feat Fbor Beth) -- _ --_-._-- __-- --- --- _-- -- - - _ -" - -- - - - ' -- '---"- - Sat Na TA I I/2 pan-butte.3 I/2'x3 I/P,U52GD hnsh; rivetlocksea ScNa a 590D.U52GD Finish, _20 MAIN ENTRY -A-_ 3-O X L -8INSULI_- I, 1 _ 9 LIGHT W/STORM/SCREEN P 5 9 : _BASEMENT CONC/WD __-- GWB/CON GWB FINAL FIRE RATING ENCLOSURE W Z .- ..- II -- -- .21 COAT CLOSET 1 _ E 2-4. X L 8' j 9 - '�---- - 2 3/4'backset,lever handles'Levan'design,throne interior 1 exterior.ILman Closet in First Flow Beth) TO BE DETERMINED I- 22 BASEMENT _ E �2-10 X 6 8" i INSUL - 23. BRM CLOSET-_ ,- _ E I 6'_X G 8___T ___ ,I _ _fi - _-_ _ _._ -rX -- -- ------- ---- Set No.8. .pars butte,3 1/2'x3 1/2'.U52G0 fneh;privacy lockout,Schloge A40S,US24D fuish, __ _ - --_ __ ___- n/ I 1 I/ - - --- - 24 CLOSET I F 5 O X 6 8" 1 g. BI-FOLD 3/4'backset,knob'Plynouth'design chrome mtenw,brass exterior.(Second Flow Bath) lJ� 'i 45 REAR ENTRY A 3 O X G 8- INSUL - �-- - -- -- I -- -9-LIGHT-W/5TORT17SCREEN' .. .. _.L._'-_. --- --- -- -- ... _ ______ IL BEDROOM #I E 7 2 6" X6 8 I r 4 W/OFFSET HINGES, �1/2 Pars butte 3 I/2'x3 I/2' U5260 Gndc pnvecy lackxa Schlage A405,U526D Finch. 2l 6R al CLOSET.._ -_..-.I-_F 6-,O X 6 8" 1-- -- I-_ 11- ---BI FOLD _---- --------- 2 3/4'backset,knob'PlgntmAh'design chrme interior 1 extenw.(Linen Closet m Secmd Flow Bath) Q Zg BATH#I E 2-10 X�L e" �� -._ I.. - ---- - Iq LINEN - -_ -E 2 4' X 6 8' ..._I. q _"--'- Set No.9: 1 1/2 pare butts,3 1/2'x3 1/2'.U5240 fnmh 2 3/9 backset,$chi ge 5290.U5240 hnsh, lever hand&and magnet.latch(First Flaw Closets) SECOND FLOOR Set No.10: 1 1/2 pairs butts,3 1/2'x3 1/2'.US20 fresh; 2 3/4'backset.Schlege A110.U526D finish 30 HALL CLOSET 1 - I 6 X 6' 8• -}- - -- 1p ---' ----- knob and magnetic latch!Secmd Flow Closets.)31 BEDROOM a3 -1 E 2-6' X 4-1 1- ._ 5 - -- - - --- -- --- . 32 BR a3 CLOSET I F _ 5 O X G-8' I 11 BI FOLD Set No.11: 1 1/2 pare butte,3 1/2'x3 1/2'.U526D fneh;2 3/4'backsoL(Brfold) _O _ .._ .__ - 33 BATH_._#2 _E 2 4" X L 8"- __ __ _ ____-B -_ _ ----- -- 39 LINEN CLOSET T E 2, O X 6 8" } BA - ------ NOTE: Hardware selections are functionally correct. Final manufacturer and finish pending rev,m. - 35 BEDROOM 42 __ - E 2 6' X 6 8" _ _ Sfn ' 34 BR #2 CLOSET _I F r4 O_X L_B" _ _ _ 11 _ BI FOLD - 3l BASEMENT _-_ I1 8"X 6" 8" �_ I YYY _ _ COMB. STORM/SCREEN - N 0- I -- N07E: O a ALL FIRST FLOOR HARDWARE TO BE BARRIER-FREE PER COMMONWEALTH OF MA AAB STANDARD - O MEET "CORE" VISITABILITY REGULATIONS. � - - m PROVIDE DOOR STOPS fIYES 461A3 BRASS COLORED) AT ALL POOR LOCATIONS. 0� � � - v� m _-VARIES_._ VARIES_, VARIES__,_ VARIES _ � U 72 1 T - to Ld m 2'-10"XL'-8" OR 31-01IX6'-8" 31-O"X6'-B" MOLDED MOLDED MOLDED INSUL. STL. INSUL. STL- INSUL. STL. MASONITE MASONITE MASONITE U U INSUL. STL. L PANEL 6 PANEL L PANEL HOLLOW CORE HOLLOW CORE HOLLOW CORE 9 LIGHT (EXTERIOR) (EXTERIOR) (EXTERIOR) 6 PANEL 4 DOOR BIFOLD 2 DOOR BIFOLD �, (EXTERIOR) (HC UNIT) N PEEPHOLE) (NO PEEPHOLE) (INTERIOR) (INTERIOR) (INTERIOR) y (2 PEEPHOLE) DOOR ELEVATIONS NOTE: v� SCALE: 3/8" = I-O" DOORS»8'. " A3 ARE COMPONENTS OFI HOUR ASSEMBLY a --.—. I,• ,I - ``Y1 ( EXTERIOR WALL N (y tD 7 2X12 RIDGE UJ Z BOAR❑ > z SEALANT OR ADHESIVE z Q AT VERTICAL SHEATHING 2XIO RAFTERS) i ''"'� I t. ( y' JOINT Q = °Ic' Or: INSIDE EXTERIOR CORNER OUTSIDE II I+ CORNER PROVIDE BLOCKING ,11 I AS REQUIERED T j - EXTENw7j `I TO UN ROOF •�\ �-- .�ti(.�_i•.�.i,\ 4 } 2XI2 RIDGE ) BOARD ! In 2XIO RAFTERS U 1� I'll 12' WIDE POLYETHYLENE 1� " -� ` - - ------ - -_�'- - PLATE STRIP STRIP INSTALLED AT I PLAT CW'JIImWIIm"P- ' I -• ---{'----- EXTERIOR INTERSECTION 7X8 CLNG.JOISTS -. • - L..'t ° IL" O.C. (LAYER OF ATTI AREA IsieYGwe ON IX3 . INTERIOR >,) Q R-30 BAST INSUL• 5/8'GWB. ON IX3_ STRAPPING• It.' O.C. -.TRAPPING° 14'O.C. �— NOTE: S PARTITION PROVIDE BLOCKING I LATER' - r 1 HR. RATED AS REQUIERED T ! f 5/8`GWB NNpp z COVER FOR 22 X30' EXTEND 5/8' FC IGyl6. r O FFFF Too O UNDERSIDE.0 = — ..ATTIC ACCESS AT - ROOF SHEATHING L_ ALL-UNITS. i I/2'GWB U 1 2X9 BEARING - ff FINISHED FLOORING WALLS ° IL`O.C. I - N IX3 STRAPPING R-13 GATT INSUL I (TYP.1 --- — - -- _ _F. ENERGY DETAIL (PLAN) � �n SF. SCALE: 1 1/2" = I'—O" l� 3/4`TOG PLYWOOD �' 2XIO FLOOR JOISTS Jj, (I 1� 1 � l it j� 'I 'I 2XIO FLOOR JOISTS Z ITYP.) OR GLUED t NAILED IL' O.C. / i /\` ° IL'O.C. i J 1 GWB HORIZONTAL •- 2X4 BEARING ON IX3 STRAPPING aXe CLNG.JOISTS '1+ O WALL°IL' O C. — lT7P.l I RC-I R-13 BATT INSUL IL'O.C. i R-30 BATT INSUL CHANNELS ( 2') SHEETS INSTALLED 'I G ELS I/ LL '^ 2 LAYERST 3' THERMA E VERTICALLY AND OR ) OF 6/e"4WB _ 2XIO BLOCKING I'LAYER OF FIB R - BLOCKED AND SEALED ( ; 6/8' GWB. ON IX3 SOUND ATTENUATION' AT HORIZONTAL JOINTS - ...I SPACER STRAPPING a'Ic'O.C. .:��y _ - BLANKETS NOTE: 2 LAYERS �y� SEALANT OR 3' THERMAFIBER �i OF 5/8'GWB ) SOUND ATTENUATION - °' ADHESIVE _ U BLANKETS HORIZONTAL I= 1 HR. RATED HARD 1,' RC-I COVER FOR 22'X3O` BUILDINGS �$ I.8-4 CHANNELS (1/2') I ATTIC ACCESS AT ALL UNITS. . V,--' I y._ ,� __•� ..t FINISHED FLOORING ' SEALANT OR ADHESIVE 2XI2 BLOCKING SPACERLYWD. ,65,23/4' TIG PLYWOOD2 WALL SECTION PARTY WALL z P) OR GLUED 1 D LE. 11 = -SO NAILEF -SCA /2' I' O' VENTEDFRIDGE CAP EALANT OR ASPHALT SHINGLES [T�Pi' ADHESIVE n tY1 )I �I�.... �v� %� SEALA T OR—/ADHES AREA OF 10 PITCH ` TRUE E5PROVEORPREFABRICATED ROOF g i II 1 I I RAFTERS BOTH SIDES OF ( �1 n 1 ALL PLYWOOD I :-� LIN 2XIO RAFTERS W/ZXB CEIL'G JOISTS JOINTS 1 2XI2 FLOOR ° IV O.C.W/ HANGERS/COLLAR TIES 'I. - JOISTS ° AS REQUIRED a BUILDERS OPTION - OFAYER 5/8" GWB 1L'O.C. VENTED R-19 BATT 4 3/4 DRIP EDGE INSUL CONT. ITYP.7 ._. ..._ y . .i •:.0 �I i _... IXB FASCIA ' •.,'• — _._...__. ..— _ - - - SOFFIT R-30 BATT i SEALANT OR ^ FRIEZE - 1 ADHESIVE o _ - - CTYP.] INSUL CEILINGS fTYP.I I _ \/•-,,! v N ` ...-- R-13 BATT - ` INSUL.EXT.WALLS[TYP] WHITE CEDAR SHINGLES I I,. 5 3 y2 5 -36 I/2"CONC. - OR CLAPBOARD SIDING /8'_. ... %- SLAB OVER.WIND INFILTRATION BATH- BEDRM u3 -I U - BARRIER - REF. ELEVS BEDRM 1L2. I - - - FOR LOCATION 1 ', o 12 i• r p� I -,� -SF SEALANT "HALF WALL W/WOOD ,i I ~ W ' CAP BEHIND ITYPJ d - cry m I/2" GWB OR SKIM COIN'' BEHIND ' 12 RYP]BATT I OPTIONBLUEBO • B`'Lg�R'S. LIVIN�s/DININ KIT \ SEALANT OR � �,--- INSUL EXT.WALLS oPT1oN ADHESIVE _II 0} 3/4 PLYWOOD SUBFLOOR' KITCHEN I (n m R-19 BATT W/ 3/4'FINISH FLOOR OR - _. _ INSUL-FLOORS (TYPI UNDERLAYMENT L REF. FINISH SCHEDUL WALL SECTION PARTY WALL ANCHOR I• BOLTS ° `' (`'' .` .. __ — __ •.t .�.l•. .. , ,.t itl L '. Lila � 4 F F, II--cI�-61 al SCALE:1172' I'-O^ L'-O' O.C. - __... — _ a: ".U. !fie• -tx HI-i O 2X12°I4' O.C. 1 1 U U 8' CONCRETE FLOOR JOI5T5(TYP.1 _ 1 NOTE: FNDN WALL OR 2XI0 a12"O I - 2 #5 REINF RODS CONT. BLOCKIN OR IHR REO'D, 2 HR PROVIDED BRIDGING ° MID SPAN(TYP) BASEMENT TOP 1 BOTTOM 1 WITH ADDITIONAL GWB l OF WALL t 2 °s REINF RODS IN 57AIRS i _ 1 ENERGY DETAIL (WALL) RESILIENT CHANNELS FOR FOOTINGS ° BEHIND ACOUSTICAL SEPARATION. BLDRS OPTION — ��- 1 3 1/2-CONC. SLAB. - m BSMT.PROVIDE SPLASH N BLOCKS • ALL DOWNSPOUTS TYPICAL BUILDINGSECTION ~ - PIPE UNDERGROUND TO DRYWELL(TYPo SCALE: 1/4" = I—O•' i � N y 3Y MEDICAL pO CABINET PROVIDE PULL -- W/MIRROR N _..I FUTURE°AB ® ® TOW• DOOR L—FIRM PMTO RGGB > Z PROVID � EL BAR ' DOOR OPS BARGE GRAB 1 ROPE HOOKS ,i II- T PI f•I E � �� - _ ,Up TO 101.1� ..-,.. 'O AS RE D. I I r .• � `'.. / • - o z QQ_YBLOCKING �---D I/]•CON Q POR PPOORR BL . CRAB II II I II , i I R �IVTURE Y /` CAN �'ALT]� - wTWR E , DJI O O r.. _ .r �u •�I I.. _ ._I� I I'. cl BARa q VINTL EASE TYP) O UNIT "I" BATH BLDG al (HANDICAPPED GROUP 2A) FLOOR PLAN SCALE: 3/8" = 1'-0" 1•_-r Z' L' Z O 1.-[Y• 1•_OI•_ I' O'I'-O" _ . y_q• __. 9'-lY_....__ PL _ _ GW PAINTED 1- T I r' - - _ _-- -- -..-. - -[�Ffl CONCEALBI ERH 1 C WATER CPIPBS AS MUCH Q I / ! 30•.X�p A6 PFRAMED C ED OR NNN4/d I . a.. ..._ _. ___ 1 :I_ �.___` �- `._� TOE�i c GW oPeruN - _�_ ._L= T. _RETRACTABLE -. -.I -__._..... _\ _._ - - SIDE UNDER _SIDE HIM I r ZQ.. - I -� O' _ __ ___ _.-___ _____ _OOOORR OVEN - -- r ° L se REP- iiy ----- ry t o•_ w•-°• -�•-�-----` 0 PROVIDED :_,) BASE�L ' I °- E. c°rx�6lACW ml ° RIGHT ELEVATION J -J .:.J � FRONT ELEVATION O W REMOVABLE BASE CABINET REMOVABLE BASE CABINET ._.3'-O�_�,� Cj T PROVIDE CLEAR SPACE - 6 TO PROVIDE CLEAR SPACE L.A 5 5 E L5.TI- O UNDER SINK O UNDER COOKTOP G P ERE.^ UNIT "I" KITCHEN BLDG#I (HANDICAPPED GROUP 2A) _ PIL `�Il NOTE: FINAL CABINET - === ==- UNITS SHOWN IN COMPLIANCE WITH MASS. AAB CONFIGURATION TO BE  ®0 I GROUP 2A OCCUPANCY CONVERTIBLE TO -_ —, _-_ — _ W BARRIER-FREE. DETERMINED. - _ o - ---- < Z Z TO FURNISH AS 2B FULLY BARRIER-FREE. INSTALL BF LAV, WATER CLOSET, SHOWER �® AND ALL GRAB BARS INDICATED. — _ — T. -E-1$ — -- - A8 D OK6 .T ._ t O-___... _ ._.i C-I� __ I - .i _-___ __._._____ ___ ._._. ......._ DOOR STOPS ) -_...__./ NY O' ,,O' i MEDICAL GWB�' REAR ELEVATION LEFT ELEVATION GWB CABINET ON Z PgINTED W/MIRROR PROVIDE PALL _ _ pNTp _ BLOCKM4 FOR TOWEL BAR POOR GWB 7 FUTURE GRAB F.T. / BARS' (UP TO L09 .....-. .. ♦.._ ♦ li H O 1 L :..-t -O! T • ,_a__1.� BLOCKING 3XL InN. rr t1 -II I wTu� BACKIN G Ili SHED PLAN/ELEVATIONS -- yRE i_ = ,. GRAB BAR P pg gAR T O' 13 1 SCALE:3/16'- 1'-O' . FUTURE BARS Ln 1 ' IT PL BASE ; I UNIT "l" BATH BLDG 44 (HANDICAPPED GROUP 2A) - RAFTERS CUT N SCALE: 3/8" I'-O" FRon 2 x 12 s m -'--- I X 4/1 X 3 RAKE t TRIM IS 7 L" 3' O I-Ly• 1• d'_ 3._O" Z•_q•_ _._._-_.. _ 9'lY3" ___.-____-.__._ GW PAINTED r —I-- -=mac�' 2 r __\ nAILBOX - V I �rli rill]nil nil, —I -- - —s _.-....._ �.- CHROME t � DRAIN O I T p if [ XL PT POSTS (CONCEAL CORNER 4 I P 1 C WATER CABINET 6p 1 IT AB POBVIILE H } r l II R)ryx1R1I1D I C BED OF I I y RETRACTABLE -All.--, I .I_ J ... \ _ .- 1 L..I_ I ___J -_ �J L__IJ TO .. I GF OPENW ) - I I P1 w41.. .., J. -. -- r IS BOE HINGED OVEN SHELF UNDER__\ -.. -_ il- OVEN DOOR I _ r Rl FP, -, o�mPeo,- � Gov."'TDI: MODEL ✓lO CTXYEACW I-REMOVA�LE BABn CePnNET L AN. —}-._.....__ TO PROV DE CLE R CE REMOVABLE BABE CABINET y.-- ---��`-a-�- I _ _ O BNDER SINK TO FIROVBJE CLEAR 6PAC0 O UNDER COOK CORNER+'I BASES-�i O O 11 1 L, UNIT "I" KITCHEN BLDG�I (HANDICAPPED GROUP 2A) U NOTE: FINAL CABINET `UNITS SHOWN IN COMPLIANCE WITH MASS, AAB GROUP 2A OCCUPANCY CONVERTIBLE TO CONFIGURATION TO BE MAILBOX COVER BARRIER-FREE. DETERMINED. SCALE: 1/2" -1•-0' A TO FURNISH AS 2B FULLY BARRIER-FREE. � INSTALL BF LAV, WATER CLOSET, SHOWER 42 AND ALL GRAB BARS INDICATED. A8 i, ELECTRICAL SCHEDULE A-(�- INTERIOR SURFACE MOUNTED INCANDESCENT CEILING FIXTURE 2'A T RECESSED INTERIOR SURFACE MOUNTED UNDER I: lA CBINET LOW VOLTAGE HALOGEN - o smrGN AoT INTERIOR SURFACE MTD INCANDESCENT CLG FIXTURE (WIRING ONLY - NO FIXTURE) Lu Z :p INTERIOR RECESSED INCANDESCENT CEILING FIXTURE K 2'X4'FLUORESCENT SURFACE MOUNTED'CEILING FIXTURE - I Z Q Z E INTERIOR SURFACE MOUNTED INCANDESCENT WALL FIXTURE P.C.O PULL CHAIN O' 1 - FAH® INTERIOR RECESSED EXHAUST FAN D \ I Dd II EXTERIOR SURFACE MOUNTE INCANDESCENT WALL FIXTURE PA. ® INTERIOR RECESSED EXHAUST FAN LIGHT a- IG p ei) SURFACE MOUNTED EMERGENCY LIGHTING WALL FIXTURE LNo ELECTRIC RANGE OR DRYER RECEPTACLE - - BEDROOM a4 '9 DISHWASHER i 9 U INTERIOR SURFACE MOUNTED PORCELAIN CEILING FIXTURE 'I z DUPLEX RECEPTACLE - -�- EX-,--RIOR SURFACE MOUNTED CEILING FIXTURE -E)DD DOUBLE DUPLEX RECEPTACLE WEATHER PROOF ® FLOOR MOUNTED RECEPTACLE *a TTIC I'A _— TO&OITCN Aoovg __-- V.P. VAPOR PROOF uci( --� BATH C} s E DUPLEX RECEPTACLE TOP HALF SWITCHED ❑ / - - �PA. — -- e cPl TELEVISION JACK - COAX CABLE T DUPLEX RECEPTACLE WITH G.F.C.I. \ m W TELEPHONE JACK- 8 WIRE ' - ` (1 SDA DOOR ACTIVATED SWITCH - ! / -_il �6' .....oD' \ VACUUM OUTLET \ _ — SD OIMF`_R SWITCH SLIDER SP SWITCH W/NEON 'ON'LED(PILO7 LAMP) .I� SPEAKER JACK FOR HI-FI : __-- _ -\ -Dn - BEDROOM n3 St EXHAUST FAN SWITCH W/20MIN.TIMER I] PUSH BUTTON - LIGHTED JUNCTION BOX r< Sa 3 WAY SWITCH O \ ce.. ! S4 4 WAY SWITCH - - : / 5 *D THERMOSTAT- HVAC \ 'I I�—. / `\ LL .DOOR.CHIME - � I INTERIOR WALL MOUNTED EXHAUST FAN {j1 BEDROOM u\ Da. _�$.. ��I��J J TOG 1--1 IIOM/ABOVE J- ^' ' 05 ALARM/SECURITY DIGIPAD SMOKE DETECTOR exH�(� �I6Y _ J O DE EXIT SIGN ____ ____ _ __ _ __ u�H � CARBON MONOXIDE DETECTOR ------ —�"-I ----------- � HA FIRE ALARM HORN LIGHT UNIT - II y FIRE ALARM MANUAL PULL STATION _ ?� — W U II rUA :.BEDROOM .2 '! TO FLOOD — ! O A2 LI(dIT9r OVE - D BED4 OM WP \ I SECOND FLOOR ELECTRICAL/ BASEBOARD RADIATION/ r REFLECTED CEILING PLAN BLDG 43 8 44 BASEMENT \\ I KITCHEN SCALE: 3/IC I'-O'= LU a;;r I — K I A /, d •BATH - • I .\ I - ----- - �— B - - !� _T_Tuow s neo- O 7-1 - BEDROOM DK L A BtDRoonul „ ------ O: LL j❑ ._..._ _—_ . 1 � cF O ! HOOK - eC. - ----- , I� �_- ----- f 'J. xxo // ) _ `Y { - ...—.__. ly -.• _ j - 13 `"� _ r ' 1 GF t To GAS IIy J 5,,.SEMENT I I —__Pw� W/D r I - ----. - HOOK _-+ (_--_ __ — ^.DININGtt o Aic II PIUP TIGHT ' -_D f m i - 1 u0u4G ' r 1 . y `4 , E9 II GAS HIML._._-.� \ I LGBT BOILE __ U EP DD rr. 10 (a7 10 - - � p O y IIs' m� BASEMENT ELECTRICA /BASEBOARD RADIATION/ ,'�� is `a j FIRST FLOOR E R`EFLECTEQ' CEILING PAN BUILDING 43 t:u6 LECTRICAL/BASEBOARD RADIATION/ C�t+PO scAiE.3nr r-o> REFLECTED CEILING PLAN BUILDING 43 I 46 7�y AS SCALE:3/IL'= 1'-0' - NOTE:0 CARBON MONOXIDE DETECTORS TO BE PROVIDED IN KITCHENS WITH GAS RANGES. _ r ; ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID-INTERTIED VIA A AC ALTERNATING CURRENT UL-LISTED POWER-CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. ; CONIC CONCRETE 3. A NATIONALLY-RECOGNIZED TESTING - 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. t GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY Li ca 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 r� kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC 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 PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY ; V VOLT Vmp VOLTAGE AT MAX POWER - Voc VOLTAGE AT OPEN CIRCUIT - _ I ' VICINITY MAP .INDEX W WATT 3R NEMA 3R, RAINTIGHT ". PV1 COVER SHEET ,�- - - PV2 SITE PLAN * PV3 STRUCTURAL VIEWS a PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES ef = PV5 THREE LINE DIAGRAM -.F Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2017 NATIONAL ELECTRIC CODE INCLUDING V_ MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR • / AHJ: Barnstable Town REV NB e a T DATE COMMENTS REV A * * * * UTILITY: Eversource Energy - South Shore * * * * (NSTAR-Commonwealth Electric) I AV a r CONFIDENTIAL- THE INFORMATION HEREIN, JOB NUMBER J B-0 2 6 3 6 9 2 0 0 PREMISE OWNER. DESCRIPTION: - DESIGN: CONTAINED SHALL NOT BE USED FOR THE LYNETTE LACEN—COUVERTIER Lynette Lacen—CoEM: uvertier RESIDENCE Bhonu Swaroop Gaddam .�. BENEFIT. B ANYONE EXCEPT WHOLE INC., NOR ZS¶ComNG p V4 w Flashing-Insert 56 DANVERS WAYARRAY n OU SHALL IT BE DISCLOSED IN WHOLE OR IN p g PART TO OTHERS OUTSIDE THE RECIPIENTS 6.6 K W P V ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02601 THE SALE AND USE OF THE RESPECTIVE (22) Hanwho Q-Cells # Q.Peak-G4.1/SC300 TESLA EQUIPMENT, WITHOUT THE WRITTEN INVERTER: 18 PAGE NAME: SHEET: REV: DATE: PERMISSION of TESLA INC. SOLAREDGE COVER SHEET / /SE6000A-USOOOSNR2 = PV 1 a 8 2017 PITCH: 37 ARRAY PITCH:37 MP1 AZIMUTH: 102 ARRAY AZIMUTH: 102 MATERIAL: Comp Shingle STORY: 2 Stories a PITCH: 34 ARRAY PITCH:34 MP2 AZIMUTH: 12 ARRAY AZIMUTH: 12 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 34 ARRAY PITCH:34 d NEIGHBORQ1 MP3 AZIMUTH: 192 ARRAY AZIMUTH: 192 NEIGHBORS - MATERIAL: Comp Shingle STORY: 2 Stories ROOF PITCH: 34 ARRAY PITCH:34 MP4 AZIMUTH: 102 ARRAY AZIMUTH:102 ROOFMATERIAL: Comp Shingle STORY: 1 Story PITCH: 34 ARRAY PITCH:34 MP5 AZIMUTH:282 ARRAY AZIMUTH:282 MATERIAL: Comp Shingle STORY: 1 Story NEIGH B R �- ROO z B Co C � N E IGHBOR LEGEND _ �7 z 43a! ROOF QM (E) UTILITY,METER & WARNING LABEL ZdW INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS Front Of House A 0 DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS ' P3 LOAD CENTER & WARNING LABELS IU O DEDICATED PV SYSTEM METER rn M Cz zT� RSD RAPID SHUTDOWN Q 16 AC "' `Q STANDOFF LOCATIONS c< (E) DRIVEWAY �n 0 E p CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE o -- Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L=�J InV SITE PLAN " c Scale: 1/8" = 1' E rt w 0 0 1' 8' 16' S PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0263692 00 LYNETTE LACEN—COUVERTIER Lynette Lacen—Couvertier RESIDENCE Bhanu Swaroop Goddam 'r L. n CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT TESLA INC., NOR MOUNTING SYSTEM: 56 DANVERS WAY _ 6.6 KW PV ARRAY SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: BARNSTABLE, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (22) Hanwho Q—Cells # Q.Peak—G4.1/SC300 PACE NAME- SHEET: REV: DATE TESLA EQUIPMENT, NATHOUT THE WRITTEN INVERTER: PV 2 a 8/18/2017 PERMISSION OF TESLA INC. SOLAREDGE SE6000A—USOOOSNR2 SITE PLAN S1 S1 " 5'-5" 01 ' '-10" 4'-8" .. 01 —AE) LBW (E) LBW SIDE VIEW OF MP1 NTs SIDE VIEW OF MP5 NTs A • � E �I MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP5 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24° 39" 0" STAGGERED LANDSCAPE 72" 24" 39" 0" STAGGERED PORTRAIT .24" 15" 65" OilPORTRAIT 48" 17" 65" 0" TOP CHORD 2x4 @ 24" OC ROOF AZI 102 PITCH 37 STORIES: 2' TOP CHORD 2x4 @ 24" OC ROOF AZI 282 PITCH 34 STORIES: 1 ARRAY AZI 102 PITCH 37 ARRAY AZI 282 PITCH 34 BOT CHORD 2x4 @24" OC Comp Shingle - BOT CHORD 2x4 @24" OC Comp Shingle ' X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. S1 5?3— ' 3'-6„ 4,-2„ 4'-2„ (E) LBW (E) LBW SIDE VIEW OF MP3 NTs SIDE VIEW OF MP2 NTs C B MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER c NOTES MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" 39 0" STAGGERED LANDSCAPE 72" 24" 39" 0" STAGGERED PORTRAIT 24" 15" 65" offPORTRAIT 24° 15" 65" Oil ROOF AZI 12 PITCH 34 TOP CHORD 2x4 @ 24 OC ARRAY AZI 12 PITCH 34 STORIES: 2 TOP CHORD 2x4 @ 24" OC ROOF AZI 192 PITCH 34 STORIES: 2 BOT CHORD 2x4 -Comp Shingle ARRAY AZI 192 PITCH 34 @24 OC BOT CHORD 2x4 @24" OC Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. XIS ACROSS RAFTERS AND Y IS ALONG RAFTERS. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 3 6 9 2 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE LYNETTE LACEN—COUVERTIER Lynette Lacers—Couvertier RESIDENCE Bhanu Swaroop Gaddam BENEFIT OF ANYONE EXCEPT TESLA INC., NOR MOUNTING SYSTEM: SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 56 DANVERS WAY 6.6 KW PV ARRAY T = S IL rl PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION MATH MODULES: BARNSTABLE, MA 02601 THE SALE AND USE OF THE RESPECTIVE (22) Hanwha Q—Cells # 0.Peak—G4.1/SC300 TESLA EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: MEET: REV: DATE PERMISSION OF TESLA INC. SOLAREDGE SE6000A—US0o0SNR2 STRUCTURAL VIEWS PV 3 0 8/18/2017 S1 4'-10" 4'—8" ol (E) LBW D SIDE VIEW OF -MP4 NTS MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72° 24" 39" 0" STAGGERED PORTRAIT 48" 17" 65" 0" TOP CHORD 2X4 @ 24" OC ROOF AZI 102 PITCH 34 STORIES: 1 ARRAY AZI 102 PITCH 34 BOT CHORD 2X4 @24" OC Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. PV MODULE 5/16"x1.5" BOLT WITH 5/16" FLAT WASHER INSTALLATION ORDER _ ZEP LEVELING FOOT p LOCATE RAFTER, MARK HOLE ZEP ARRAY SKIRT (1) LOCATION, AND DRILL PILOT HOLE. ---------- --- -- ZEP MOUNTING BLOCK ATTACH FLASHING INSERT TO OUNTINGAND ATTACH ZEP FLASHING INSERT (3) C2) MO RAFTERBLOCK USING LAG SCREW. (E) COMP. SHINGLE (1) INJECT SEALANT INTO FLASHING (E) ROOF DECKING (2) (3) INSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE 5/16" DIA STAINLESS ROOF PENETRATION. • STEEL LAG SCREW LOWEST MODULE SUBSEQUENT MODULES (2-1/2" EMBED, MIN) INSTALL LEVELING FOOT ON TOP [(4) OF MOUNTING BLOCK & C SECURELY FASTEN WITH BOLT. (E) RAFTER STAN DO FI CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 3 6 9 2 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE LYNETTE LACEN—COUVERTIER Lynette Lacen—Couvertier RESIDENCE Bhonu Swaroop Gaddam T 5 L n BENEFIT OF ANYONE EXCEPT TESLA INC., NOR MOUNTING SYSTEM: SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 56 DANVERS WAY 6.6 KW PV ARRAY S PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES- BARNSTABLE, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH Hanwha —Cells .Peak—G4.1 SC300 THE SALE AND USE OF THE RESPECTIVE (22) Q # Q / SHEET: REV: DATE TESLA EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME PERMISSION OF TESLA INC. P V 4 a s 18 2017 SOLAREDGE SE6000A—USOOOSNR2 STRUCTURAL VIEWS GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:NoMatch Inv 1: DC Ungrounded . INV 1 -(1)SOLAREDGE ##SE6000A-USOOOSNR LABEL: A -(22)Hanwha Q-Cells ## Q.Peak-G4.1//SC300 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number.1788756 Inverter; 600'OW, 240V, 97.59a w/Unifed Disco and ZB,RGM,AFCI PV Module; 30OW,274.5PTC, 46MM, Black Frame, MC4, ZEP, 1000V Underground Service Entrance INV 2 Y Voc' 39.76 Vpmax: 32.41 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 125A MAIN SERVICE PANEL E; 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 _ CUTLER-HAMMER :� JDC+ Disconnect 3 SOLAREDGE 4100A 2P5 MP3: SE6000A-USOOOSNR2 c- x12 (E) LOADS A ----------------------------- GC------------------ Ll 21.VTD --- L. N - - 235A/2P -- GND ------------------------------------- - EGCI - - 2,3,MP1: P A .GEC ---.]N DC C e I - ix10 J GND __ EGC-t1)Conduit -----------—------- G N ' Kit; 3/4"EMT = o EGGGEC_ _ � l GEC-r- 1 I I _ TO 120/240V .SINGLE PHASE I. UTILITY SERVICE r I I • I I PHOTO-VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (1)SQUARE DQ9235 Pv BACKFEED BREAKER A (1)CUTLER—HAMMER iY DG222UR8 n� PV (22)SOtAREDGE B P300-5NM4ZS D� Breaker, 12P, 2 Spaces, Plug—On Disconnect; 60A, 24OVac, Non—Fusible, NEMA 3R A PowerBox Optimizer;30OW, ZEP, in MC4,out MC4 _(2)Gro qd RoQ —(1)CUTLER—t1AMMER A DG100N8 5r8 x 8, Copper Ground/Neutral Kit; 60-100A General Duty(DG) nd (1)AwG$6, Solid Bare 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 THWN 2 Black _ 2 AWG PV Wire, Isc — ADC 0 re 600V Black Voc VDC 15 O (1)AWG#8, THWN-2, Red ( ) 350 O � (1)AWG g6, Solid Bare Copper EGC Vmp =350 VDC Imp=10.15 ADC (1)AWG 0, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC 1 Conduit Kit 3 4" EMT iW . . . . . . . . . . . . . . . . . . . . . . . . . 70 AWG #8,,1HWN72,,Green . EGC/GEC.-(1)Conduit.Kit;. V (2)AWG g10, PV Wire, 600V, Black Voc* =500 VDC Isc =15 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp t=350 VDC Imp=8.46 ADC (1)Conduit Kit;.3/4 EMT . . . ... . . . . . . . . . . ... . . . . . . . . CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 3 6 9 2 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE LYNETTE LACEN—COUVERTIER Lynette Lacen—Couvert.ier RESIDENCE Bhanu Swaroop Gaddam BENEFIT OF ANYONE EXCEPT TESLA INC., NOR MOUNTING SYSTEM: Y SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 wFlashing-Insert 56 DANVERS WAY 6.6 KW PV ARRAY 7 � 5 L n PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION WITH MODULES BARNSTABLE, MA 02601 THE SALE AND USE OF THE RESPECTIVE (22) Hanwha Q—Cells # Q.Peak-G4.1/SC300 TESLA EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV: DATE PERMISSION OF TESLA INC. SOLAREDGE SE6000A-USOOOSNR2 THREE LINE DIAGRAM PV 5 a 8/18/2017 CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH.DISCONNECTS LOCATED AS SHOWN: - Address: 56 Danvers Way UTILIT SERVICE INVERTER AND DC DISCONNECT ------------------------ SOLAR PHOTOVOLTAIC ARRAYS) L-------------------- - J PHOTOVOLTAIC BACK-FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE 240V JB-0263692-00 J B-0 2 6 3 6 9 2 0 0 PREMISE OWNER. DESCRIPTION: DESIGN: CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER Bhanu SWaf00 Gaddam T 5 L n CONTAINED SHALL NOT BE USED FOR THE LYNETTE LACEN—COUVERTIER Lynette Lacen—Couvertier RESIDENCE p BENEFIT OF ANYONE EXCEPT TESLA INC., NOR MOUNTING SYSTEM: SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 56 DANVERS WAY 6.6 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: BARNSTABLE, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (22) Hanwha Q—Cells # Q.Peak—G4.1/SC300 SHEET: REV.: DATE: TESLA EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: PERMISSION of TESLA INC. SOLAREDGE sE600oA—us000sNR2 SITE PLAN PLACARD PV 6 a 8/18/2017 F • o 0 0 •o o Label Location: Label Location: Label Location: (C)(CB)(JB) (AC)(POI) (DC) (INV) Per Code: Per Code: _ Per Code:, NEC 690.31.G.3 00 0 - o e •-o NEC 690.17.E o I o e o- •o• o NEC 690.35(F) Label Location: o :o •• . - o 0 0 •- TO BE USED WHEN O O O U�►11�:7 L�JIH (DC) (INV) °•® o e- -.0 0 0 :0 0 0 • s INVERTER IS _ D O Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: - o 0 0 • (INV) (DC)(INV) ° o - - . Per Code: Per Code: °e CEC 690.56(C) - V NEC 690.53 J u -- Label Location: (POI) wVLJ . Per Code: - ° NEC 690.64.B.7 0 0 , Label Location: o W (DC) (INV) WROAMIlumalar Per Code: o s _ �. -e -o ° ® • o•- o NEC 690.5(C) Label Location:' .., l�JlN (D) (POI) Per Code: - ®..• o NEC 690.64.13.4 Label Location: (DC) (CB) Per Code: NEC 690.17(4) Label Location: e•o s - o _ O (POI) Per Code: _ rpm T NEC 690.64.8.4! .. - - o 0 0 e 110o •e o e Label Location: _ 0 o e -o W (POI) Label Location: o Per Code: O O O (AC)(POI) ._ - e (AC): AC Disconnect • 10 0 0 0 o NEC 690.17.4; NEC 690.54 p O Per Code: ° (C): Conduit NEC 690.14.C.2 0 . o•o o (CB): Combiner Box • = o e- (D): Distribution Panel t, (DC): DC Disconnect • o - (IC): Interior Run Conduit Label Location: l� (AC).(POI) (INV): Inverter With Integrated DC Disconnect Per Code: 4 (LC): Load Center (M): Utility Meter NEC 690.54 ►D h7 0- -• �� (POI): Point of Interconnection Label Set t k A k =ooSingle Phase Inverters for North America solar Ko Mo -� SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-USs o I a r }"- SE7600A US/SE10000A U$/SE11400A US x I SE3000A-Us SE3800A-US sE5000A-US SE6000A-US SE7600A-US SE10000A-US SE31400ArUs s OUTPUT { '� •Lr - 9980 @ 208V - `"'a • " Nominal AC Power Output 3000 3800 5000 6000 7600 50000 240V 11400 VA SolarEdge Single Phase Inverters a . ( ........ 5.... ..... ......... ,t 4 {.. ............... .......... ............... ..... 400 (5 n f7 •• Max.AC Power Output 3300 4150 5450@ 240y... 6000 8350 -.30950.@240V 12000 VA For North America ,�u1 @.... .... ....... .......... ......... . . ..... . AC Output Voltage M.n.Nom:Max 1�1 _ ✓ ✓ 183 208.229 Vac ........ ......... .. .............. ... .... . SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ - .. AC Output.Voltage Min:Nom.Max.01 ✓ A-US SE10000A-US/SE11400A-US 211 24D-264Vac SE7600 / _ _.: .;.: .... ........... ............... ................ ..................................... ... .... ................... . .... ...... .................. ..... ... AC FreQuency Min.-Nom:Maxall....... ................ ..... ...........................59.3 60-60.5 - Hz 24 @ 208V 48 @ 208V ..a., ,•. Max.Continuous Output Current 12.5 16 21,(a�,240V..I,.,,,,25 ,I,...,,3?,,.....) „42 P. 240V ..L..,.,,47.5.,,..,, ,.,.A..,.. • .. ', ,_> .,.; _ ....... ............ ......... ....... .... .............. ............... GFDI Threshold ....... ........... ................. .1... ... ....... ................. .... A Utility Monitoring Islanding Protection Country Configurable Thresholds Yes Yes " INPUT "'-"•-- "' werf�" •-' - - `'"" "Maximum DC Power(STC).. .. -••4050_.••• •._,s100.._---.••••6750..-••,...,.8100•,•. .-••10250-..,•.....13500...... •••,•15350.... ... e� ... ..... ..... Yes ...... ... .. ...... .. . . 7 nTransformer-less Ungrounded ... . .............. .... ... r G ...................:........ J ..,......-- ", 2� Max.Input Voltage. ... ... ................... ... .... 500.. �.... ....................... Vdc.... �"'.."••xi�: 1 VBars ,x :: s i ........ ...... 325 @ 208V 350 @ 240V Vdc Nom.DC Input Voltage .. ...... .. ......../..... ............ ... .. .. ��Watt 3. a, `, •- ......................................... ............ 33 @ 208V. . Max.Input Current�zi .. ... .9.5.. 13 18 .... 23. ...I..30.5 24oV I ..34.5..... Adc... flan.:, • - .... ..... .. .I.15.5 @ 240V. ....... .. . �° ...... - .. ......... .. ..I.. 45 Max.In uT Short Circuit Current.... ................................................... .... ...... ................... ... ..........?...............t Current ', • ,,' Reverse-Polarity Protection •' •, .••,........•,••.-,,,,,,,,,, Yes ,,..,,, ........ ......r ....on ....... . ............ :'. .. Ground-Fault Isolation Detection .. ..wty,•, ... .... .... .... .... ... 1 600ka Sensitivity ......... . ........... ...... Maximum Inverter Effic.ency.......... .....97.7 98.2..:.. . 98:3.. ...98:3..... .... 98.......... 98 .....98............�..... ............. I...............L.98 @,240V..I................I................ 97 @ 208V... .. CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 % �. 97.5 @.240V . ........... .. . . - .:. .. Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES (I Supported Communication Interfaces RS485,RS232,Ethernet,ZLgBee(optional) ... .... ...................................... ......... ..... .. .. .. - i _ Revenue Grade Data,ANSI C12.1 OPtio ............ . ... .. r ,..A - ` Rapid Shutdown-NEC 2014 690.12 Yes STANDARD COMPLIANCE j-"i:„ I:Y ,.; Safety ... ......... ............ ...... . ........................................... ......... *.: -'t _ Standards ......... . ....................... .. Grid Connection................... IE UL1741,UL1741 SA L16998,UL1998, . issio........ .... .. Emissions CC part _ ...................... .......... ...... ......... ......... ^--�-^-- INSTALLATION SPECIFICATIONS F 1 .... ......... ............. 15 class B .- ,,.. ; AC output conduit size/AWG range 3/4"minimum/... .AWG 3/4�min.mum/8-3 AWG ........................................ .. .. ........... .. ........... .......... t DC input conduit size/#of strings/ minimum/1 3 strings / 5 - 3/4"minimum/1-2 strings/16-6 AWG .AWG rang?......................... ...................I................... .... .....14.6 AWG... .... ........... .. ....... .... /430.Sx12.5x10.5./.. ...in/.. _" "- •' r y, " Dimensions with Safety Switch 0.5 x 12.5 x 7.2/775 x 315 x 184 _(HxWxD)............... .... .... ..... ... ....775 x 315 x.260.......... ..mm.... .. . .......... ...... ..... ............. � ............ kg t .F v - .................. .............................. .... ............................ .. ......... .............. ........ ..Natural.... convection Weight with Safety Switch 51.2/23.2 54.7/24.7 88 4.40.1 lb/.. Cooling Natural Convection and internal Fans(user replaceable) fan(user The best choice for SolarEdge enabled systems .�' ........ ........................ .................................................................. .replaceable).................................................. .... ....... Specifically.designed to work with power optimizers ,Noise.............. ... ......... ...I............. . ....... ................ . ......... .............<so.._.........................dBA Integrated arc fault,protection for NEC 2011690.11 compliance Min.-Max.Operating Temperature -1310+140/-25 to+60(40 to+60 version availabiel6l) F/-C Rapid shutdown for NEC 2014 690.12 Rang?................................... .... ..............................................................................................:...................... ........... sirProtection Rating NEMA 3R ° .0 For owe.regional contact a support.... .............................................................................................................................. Superior efficiency(98%) setting,please g Small,lightweight and easy to install on provided bracket 0)Reve uegraer re inverterPt source Rhay ea:ed;zoemvertl(forer will 760OWt its rvenernput rrenzzomeoawNNR2).d. " °1 Revenue grade inverter P/N:00NN A-USo00NNR2(for 7600W i600A-Usc02NNU4J. 2NNR2). Built-in module-level monitoring 1°I-40 version P/N SEzzroW-USOOONNU41f°r 7600W nverter.5E7600A-U5002NNU4). - Internet connection through Ethernet or Wireless Outdoor and indoor installation I ry Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional-revenue grade data,ANSI C32.1 ( sunsc`EO ( {, ; /`Id� 0 _ USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-UK-ISRAEL-TURKEY-SOUTH AFRICA-BULGARIA wwwsolaredge.us _ .. 144IM42i I d 1 � � i '�'SolarCity ZepSolar Next-Level PV Mounting Technology tli,SolarCity I ZepSolar Next-Level PV Mounting Technology i Components ZS Comp for composition shingle roofs o o r Mounting Block Array Skirt Interlock Part No.850-1633 Part No.850-1608 or 500-0113 Part No.850-1388 or 850-1613 Listed to UL 2703 Listed to UL 2703 Listed to UL 2703 . e' 1 t t Flashing Insert Grip Ground Zep V2 Part No.850-1628 Part No.850-1606 or 850-1421 Part No.850-1511 Listed to UL 2703 Listed to UL 2703 Listed to UL 467 and UL 2703 Description _ PV mounting solution for composition shingle roofs + " Fq •• Works with all Zep Compatible Modules °°roca��V Auto bonding UL-listed hardware creates structural and electrical bond • ZS Comp has a UL 1703 Class"A"Fire Rating when installed using modules from r • " any manufacturer certified as"Type 1"or"Type 2° Captured Washer Lag End Cap DC Wire Clip V� LISTED Part No.850-1631-001 Part No. Part No.850-1509 Specifications 850-1631-002 (L)850-1586 or 850-1460 Listed to UL 1565 850-1631-003 • Designed for pitched roofs 850-1631-004 (R)850 1588 or 850-1467 • Installs in portrait and landscape orientations • ZS Comp supports module wind uplift and snow load pressures to 50 psf per UL 2703 • Wind tunnel report to ASCE 7-05 and 7-10 standards ZS Comp grounding products are UL listed to UL 2703 and UL 467 i • ZS Comp bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Leveling Foot J Part No.850-1397 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zap Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1839-001 Rev D Date last exported:April 29,2016 11:22 AM Document#800-183MO1 Rev D Date last exported:April 29,2016 11:22 AM a rR CSC A;Y solar=oo } Rk } solare SolarEdge Power Optimizer - Zep CompatibleT""�� Module Add-On For North America P400-ZEP f SolarEdge Power Optimizer - j P300 ZEP(for 60tell PV modules) P400-ZEP(for 72&96tell modules) INPUT 300 Rated Input DC powerltJ 400 W Zep CompatibleT"' Module Add-On Absolute Maximum Input Voltage(Voc at lowest temperature)............................................. $448................... 880.................. Vac..... u MPPT Operating Range ................... .... For North America P300-ZEP P400-ZEP �a. ................ Adc. .. r Maximum Short Circuit Current(Isc) 10 .. .. . ......................................... ............................. .. Maximum DC Input Current 12.5 12:63 „Adc ... ............................................ ................ ...... Maximum Efficiency 99.5 �_ ... ......................................................... ..... ............ .......... .......................... .................................... Weighted Efficiency i1 ...... .... ....................................... ....................... ................ 8 ............ Overvoltage Category OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER); Maximum Output Current .......................................... �..... ......................... .15" Ad Maximum Output Voltage 60 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc - I STANDARD COMPLIANCE r FCC Part15 Class B,IEC61000-6.. IEC61000-6-3 EMC.......................................................... ..:....................................................................... Safety IEC62109-1(class II safety) UL1741 ................................................................. .................. ............................. .............................. ... ........ ....... ... ROHS Yes * " '` " -a ` '• ' INSTALLATION SPECIFICATIONS ... N S Maximum Allowed System Voltage............ ......... .. . .1000 Vdc..... Dimensions includingmountingbracket (WxLxH) 128 x 196 x 27.5/5 x 7.71 x 1.08 128 x 196 x 35/5 x 7.71 x 1.37 mm/in Dimensions excluding........oun....... .. .....x.x.... x.....x..........x. ...x.. ..... n.. .. . .. .. .. D' o sm tingbracket (W L H) 128 152 275/5 597 108 128x152x35/ mm/i 5x5.97x1.37 Weight includin cables and mounting bracket) 20/1.6................. 840/1.9................ kg/Ip .................g............................ .... ........ .. .......... r Input Connector MC4 Compatible....... ............ " P..........._............................................. ......................... .. . _ .... ..... ............ .............. ................ /ft.... Output Connector Double In Compatible Output Length.... insulated;i MC4 C a operating iTemperature Range.... 85/ 40-+185 �C......... �.,. r - .,�, 40IP68/NEMA 6P.. 0.95/3.0 1• . .. .... .... Protection Rating...................... ............... ............................. ...... ..................... .............. .............. o- Relative Humidity ............................................................................... .............. 0 100 �•'' ''-` '' ,'. "s' M Rated SI-C power of the module Module of up to+5%power tolerance allowed. PV SYSTEM DESIGN USING A SINGLE PHASE THREE PHASE THREE PHASE INVERTER(2) - 208V 480V SOLAREDGE HD WAVE SINGLE PHASE z , _ Minimum String Length(Power Optimizers) 8 10.. F12750 Maximum String Length(Power Optimizers) ........... Compatible with Zep Groove framed modules, ........................ .. ....... . 25......•..... ... . .. .. 2s Maximum Power per String 5700(6000 with 5250 6000 W Miti ates all types of module mismatch losses,from 5E...... US)Certified Zep CompatibleTM bracket — g ..................................... .................... ....... ............. ... ......................... ........................ .......... ............. Yes — Attaches to module frame without screws reduces on-roof manufacturing tolerance to partial shading Parallel Strings of Different Lengths or Orientations labor and mounting costs — Flexible system design for maximum space utilization ......I..•............... ..................."'. ....... Pi For detailed string sizing information refer to:http://www.solaredge.com/sites/defauWfiles/,tring_sizing_na.pdf. — Power optimizer equipment grounded through the bracket — Next generation maintenance.with module-level monitoring Up to 25%more energy — Module-level voltage shutdown for installer and firefighter Superior efficiency(99.5%) safety ' s t � „" r USA-CANADA -GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL-TURKEY - HUNGARY-BELGIUM - ROMANIA-BULGARIA www.solaredge.us - _. . r t' powered by L Format 65.7 in x 39.4in x 1.57 in (including frame) (1670mm x1000mm 40mm) - . • .ap►P I e, Weigh.. 44.091bs(20.0kg) .x - - Front Cover 0.13 m(3.2 mm)thermally pre-stressed glass with.antl reflection technology o-.,...ae.. Back Cover Composite film - Frame Black anodized aluminum Cell 6 x 10 m onocrystallme AN UM ULTRA solar cells ..... _ ..._ _ -- ..Junction box 260 303 in x 4.37 3.54 m x 0.59 0.75 in v..... '.t (_66-77mm x 111-90_mm x 15-19mm),Protection class IP67,with bypass_diodes �^ '^R•'�N I Cable 4mm2 Solar cable;W47.24m(1200mm) O 47.24m(1200mm) -^ � sr�mm� --`y-b ...r •_ - _ - ^ Connector Multi Contact MC4,IP68 I I POWER CLASS .... :.:,u LL , r F 2995 _ '' �, i...' 300 305 - MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS STC'(POWER TOLERANCE+5 W/-0 W) • p Power at MPP= Peup [W1 - 295 �H-� __...�'300- 305 Short Circuit Current* Isc [A] 9.70 9.77 ....-. 9.84� L L / e _ 7�39 48 39.76 _ 40.05 e : Open Cucu1t Voltage _ ._ Ve [V]Current at MPP*�.--V rv•� .. IuPP [A] 9.117 9.26 9 35 . . I Voltage at MPP* . . V . �IV] -' -. 32.19 .. _ .. .- 32.41 _ 32.62 The new high-performance module Q.PEAK-G4.1/SC is the Ideal solution Eff(eiencya rl_ MI _ a177 z18.0 w � �a18_3 for all applications thanks to Its Innovative cell technology Q.ANTUM MINIMUM PERFORMANCE AT NORMAL OPERATING_CONDITIONS,NOW ULTRA and a black Zep CompatibleTM frame design for improved aesthetics, Power M?P� - PM [w,' 21e.1 - -` - `221.8 225.5 easy installation and increased safety. The world-record cell design,was .94 E sPortcir°n�cnrre * loc [A1 ?_g2 7.aa 746 E w- a Open Circuit Voltage* V [V] 36.92 37.19 37 46 � r r developed to achieve the best performance under real conditions-even _ _ _` ` ' '_ _ _r _ `�� __ _ � - _ f Current at MPP* TM I [AI 7.20 7.27 7 35 with low radiation intensity and on clear, hot summer days. Voltage at MPP _- V - HIV] m _T s y 30.30 a - 30`.4 T - s 9 30.67 . 1000 W/m=,25`C spectrumAM 1.SG -Measure nt tolerances STC m 3% NOC 45%_ 800 W/m2,NOCT,spectrum AM 1.5G__ typical values actual values may differ ..w _ ,_ ... �., ANC LOW IR .�.. Q CELLS PERFORMANCE WARRANTY PER F At least 98%of nominal power during first year.<, 0 DIAN LOW ELECTRICITY GENERATION COSTS - °° Thereafter max.0.6%degradation per year. - �. s _ bwnv^-- .. - -- ----- Higher yield per surface area and lower BOS costs thanks to 3 - At least 83.6 of nominal power up to 10 years. tt At least 83.6%ot nominal power up to 25 years. tt - higher power classes and an efficiency rate of up to 18.6%. `= A ------------------ All ---W= All data within measurement tolerances. S ao --i- -I---' - - - -Full warranties in accordance with the warranty INNOVATIVE ALL TECHNOLOGY e0 respective the CELLS sales nyourep a �P y sa organization of Optimal yields,whatever the weather with excellent low-light �1 IRRADIANCE[WAn1 and temperature behavior. °j Typical module performance under low irradiance conditions in roans I ions nn ENDURING HIGH PERFORMANCE TEMPERATURE COEFFlCIENTS - �- �r .____,..__._.. .-_. -_ - - d�t..... . comparison to STC con (25 C 3000 W/ ) Long-term yield security with Anti-PID Technology' QCELLS ,' Tern A t _ r ��� nnesrorwrr Temperature Coefficient of Isc a [ /K] - +0.04 Temperature Coefficient of Vee "[%/K] TM I.TOPBRANDPV __..,..._..... ........- ..-....._.,- .. Temperature Coefficient of Pwp - V [//Kl 0.39 Normal Operating Cell Temperature NOCT [°F] 113 t 5.4(45 x 3°C) Hot-Spot-Protect and Traceable Quality Tra.Q _ _. A RELIABLE INVESTMENT 2016 Maximum System Voltage Vsss [V] 1000(1 E_C)/1000(U L) Safety Class •I I w Inclusive 12-year product warranty and 25-year _Maximum Series e i g C(I EC)/TYPE 1(UL) o d Dhntnn - _ on continuous - linear performance guarantee Maximum Series Fuse Rating [A DCz - F 20 Fire Rating___ e 40°F up to+185 F' W z p g Oesl n load,push(ULY [Ibs/ft] 75{3600 Pa) Permitted module temperatur QG MPq 7 _ duty ... ( 40°Cupto+85 C) Design load,pull(UL)' ti [Ibs/fV] 55.6(2666 Pa) =see Installation manual OCEUS 3 Best polycrystalline I ca 14 soWr module 2°ta - `! L 1 T ;G'^4 # "L• E r t, eeao-sx sss ., . UL 1703;CE-compliant; Number of Modules per Pallet 26 A s IIEC 61215(Ed.2);IEC 61730(Ed.1)application class A Number of Pallets per 53 Container 32 CR ® �g ` umber of Pallets per 40'Container 26APT test conditions:Cells at-1500V C E Q Pallet Dimensions(L x W x H) 68.7 in x 45.3 in x 46.1 in - against grounded,with conductive cbus RPnre (1745mm x 1150mm x 1170mm) N. me- tal foil covered module surface,25°C, - Pallet Weigh T- y� � 1254lbs(569kg) ig THE IDEAL SOLUTION FOR: 168h _ _ _. _ z See data Sheet on rear for further , NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use Rooftop arrays on information. of this product. residential buildings Hanwha Q CELLS America Inc. .. . 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL inquiry®us.q-cells.com I WEB www.q-cells.us Engineered in Germany Q CELLS