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HomeMy WebLinkAbout0032 CLIFTON LANE �� r ; . ,. , . ,,,• ,; �, t ., t. �, :. � - � < v :' a u r �. �. 6 y�. ,;� a ..: ,..M � - .- � ..� „ � _ �a .., ,,, ,, '' .; � + �' �, o � _ y, �• � 9 Iv , .- ,, e e o �' � - � 1/' o r e � a i - A o o: � ° a i � o f ° o n a �:' � II 04-04-2016@:"'12 : 09p. r.. BAPI,"Tfl LE T0141 CLERK .Town of Barnstablet,tlF I�t;�R:9 ;I �4 Zoning Board of Appeals Decision and Notice Special Permit No. 2016-010—De Cleaning Group, Inc. §240-25 (C)(1)—Conditional Uses in the HB District Conditional Use Special Permit for a private commercial laundry Summary: Granted with Conditions Applicant: De Cleaning Group, Inc. 32 Clifton Lane,Centerville, MA Property Address: 406 West Main Street & 12 LaFrance Avenue, Hyannis, MA 4 Assessor's Map/Parcel: 269/181 & 269/050 Property Owner: John F.Cardarelli,Trustee,West Main Street Nominee Trust Zoning District: Highway Business;Wellhead Protection Overlay,bistrict Hearing Date: February 24,2016 . Recording Information: Deed: Book 9155 Page 212 Plan: Book 21 Page 63 Background ` In Application No. 2016-010, De Cleaning Group, Inc. sought a Conditional Use Special Permit establish a private commercial laundry at 406. .West Main Street. De Cleaning Group, Inc is !a; ` =private_iaundry business serving local hotels and resorts. The laundry will not be open to the public: proposal _ g i -The ro osal was to renovate the interior of the building to include. six commercial washers, six: commercial dryers, and two presslfolding machines._ :a The subject property is a.7,595 sq.ft lot on.the corner of West Main Street and LaFrance Avenue 'It is improved with a 2,�412 sq.ft commercial building, formerly the site of Cape Fish and Lobster. The; building is currently vacant. The structure is nonconforming to front and side yard setbacks in the' MB;District It is served by public water and sewer. Accessory to the building are thirteen parking,.' spaces, seven of which back out directly onto West Main Street. Several of the parking spaces; encroach on the residential property to the north,. 12 LaFrance Avenue, which is under the,same',. opership,(but.held in a separate trust), r`~Procedural&afearing Summary - Special ,Permit Application No. 2016-010 for a Conditional Use Special Permit for' a private` conmercial laundry was filed at the.Town Clerk's office and office of the Zoning Board of'Appeals ova;-ebruer 2016, A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing' was opened on February 24, 2016 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this appeal were Brian Florence, Alex Rodolakis, David A:' Hirsch, and Matthew Levesque. Attu'they John Kenney represented the Applicant before the Board.. Attorney Kenney reviewed the pry;orJand propgsed.use,of the property and the relief requested. He. ndicated that exterior Wnp',rove -' ifs to the.property proposed would include the installation.of a new, second wide g►ass dvarcedar shing,ies on the LaFrance side and rear of the building, and repainting of the building iET1;,i trim. He-reviewed the proposed private laundry use and categorized it as an "other ordinary business use}of asimiiarnature" to those permitted in the Business District. He indicated the business would'; have;two toe fourierriployees and there would be a�maximum of three box truck deliveries to the�site!a day;.-depending on.the time of year. He reviewed the hours of operation. Attorney Kenney 40 ressed the chemicals that would be stored on site and indicated a maximum of thirty gallons;o"C". . i fbwn of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2016-010-De Cleaning Group,Inc. .a 1l4zardous-materials would be stored.on the site at one time. The Board Chair requested'public comment-and no one spoke. s , ,Findings of Fact v441116.hearing on February 24, 2016, the Board unanimously made the following findings of fact n Special:Permit°Application No. 2016-010. a request for a Conditional Use Special Permit for a 'p`rivale commercial laundry at 406 West Main Street, Hyannis: 1 In:Application No. 2016-010, De Cleaning Group, Inc. has requested a Conditional Use Special i6f vrmit,for a.private commercial laundry at 406.West Main Street, with accessory parking and ` Aoading located on a leased portion of 12 La France.Avenue, Hyannis. r E2, ;The subject, roperty is located at 406 West Main Street, Hyannis,.MA as shown on Assessor's _-Map 2:69 as Parcel 181; accessory uses are located on 12 LaFrance Avenue, Hyannis as shown. �,_von1Assessor's Map 269 as Parcel 050. It is in the Highway Business (HB) and the Wellhead h f`Protectivn:Overlay Zoning Districts, 3 Section 240-25(C)(1) of the Zoning Ordinance allows any use permitted in the B District with a `'Conditional Use Special Permit. A private laundry would be permitted in the HB District wifh a ,special permit from this Board. ,`:;::..The proposed use and plan received Site Plan Approval, as evidenced by the letter ddated' Y``G November 24i 2016. 5 After an,evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the` neighborhood affected. The use is appropriate in a commercial district and will be a less, intense use of the property than the previous retail use. The proposed use of the property will not substantially adversely affect the public health, safety, " Welfare;`comfort or convenience of the community. The laundry,. , p , -y ry,.which is not open to the _u blic witl:generate fewer vehicle trips than the previous retail use. The storage of hazardous waste ' on the property will be minimal and will comply with*all requirements of the Wellhead Protection} Ovy. erly District: T �Cfie'propo§ed commerc a1,use and reuse of the existing building are consistent with the Local Comprehensive ani which designates the area for commercial Will and redevelopment.-, The vote to acc'77ept the findings,was: 5 AYE,:Brian.:Florence, Alex M. Rodolakis, David A. Hirsch, Matthew Levesque NAY ,None �i°CfSlarl - 1 Special Permit No. 2016-010 is granted to De Cleaning Group, Inc. to allow a private, commercial laundry in the existing building at 406 West Main Street, with accessory parking and loading in the leased area located at 12 LaFrance Avenue, Hyannis. ` 2 The property shall be improved and maintained in substantial conformance with the plan.. r;ntitle'd "Site'Plan—406 West Main Street, Hyannis, MA" dated September 27, 2015, draWn and'stam'ped by Baxter Nye Engineering and`Surveying. 3 There shall be no expansion of the building without prior approval from the Board.. ' 4 `The.laundry.shall not be open to the public. 5 The asphalt parking area in front of the building, along West Main Street, shall be removed and replaced with pervious landscaping. A split rail fence shall be installed along the West Main Street frontage. Use of this area for parking is prohibited'...' F, z, lown`of`Barnstable Zoning Board of Appeals-Decision and Notice i SpeCcil Perm, wNo:2016-010-De Cleaning Group,Inc. 6 As this property is located In a Wellhead Protection Overlay District, the generation, treatment; . storage or disposal of hazardous materials or waste in quantities that exceed those allowed by the ordinance area prohibited. 7. The Applicant shall obtain hazardous materials storage and.use permits as required and comply with all hazard materials monitoring requirements as applicable. Use of the property shall not include dry cleaning services. 9 - ,All'ex sting landscaping and landscape,screening shall be maintained on the site. JO Hours of operation shall be limited to 8 a,m. through 9 p.m., seven days a week. 11 There shall be no outdoor storage, including storage-in temporary trailers or containers, trucks or storage units, on the site. ' } 12 All dumpsters or trash disposal containers shall be located within the designated trash - enclosure ,13 `'This decision shall be recorded.at the Barnstable County Registry of Deeds and copies of_the' recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building ;'Division for this special permit to be in effect. The,rights authorized by this special permit:_,. F must be-exercised within two years, unless:extended_by the Board. r €�'�ie vote was 'Y. AYE; Brian; Florence, Alex M. Rodolakis, David A. Hirsch, Matthew Levesque NAY: None:: Ordered' 3 Special Permit No 2016-010 to allow a private commercial laundry at 406 West Main Street, with ,.- accessory parking and loading area at 12 LaFrance Avenue, Hyannis has been granted to De ,. Cleaning Group; Inc. subject to conditions. This decision must be recorded at the Barnstable registry:of,.Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended.`Appeals of this decision; if any, shall be made pursuarit to MGL Chapter 40A, Section 17,within.twenty(20) days after the date of the filing of this decision, a copy of which must be filed-.' in the office of the Barnstable Town Clerk. Brian;Florence;=Chair Date.Signed rT i, Ann Quirk, Clerk.;of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify at at twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that.no ppeal of the decision has been filed in the office.of the Town Clerk. Signed phd:seaied this day of MA&e.H under the pains and penalties of perJurY = . Ann Quirk, Town C erk •31 i Bk 30609 Pg320 #33716 07-05-2017 @ .03 : 17p ( a Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No. 2017-041 -De Cleaning Group, Inc, Modification of Special Permit No. 2016-010 Condition No. 10 To allow the existing business to expand their hours of operation Summary: Granted with Conditions Applicant:' De Cleaning Group, Inc. 32 Clifton Lane, Centerville, MA Property Address: 406 West Main Street & 12 LdFrance Avenue,. Hyannis, MA Assessor's Map/Parcel: 269/181 & 269/050 J Zoning: Highway Business, Wellhead Protection Overlay District Hearing Date: May 24, 2017 - Recording Information: Deed: Book 9155 Page 212 Plan: Book 21 Page 63 Background De Cleaning Group, Inc. sought to modify Special Permit No. 2016-010, Condition No. 10,"to change the hours of operation from 8:00 AM through 9:00 PM, seven days a week, to 8:00 AM through midnight, seven days a week, to accommodate the demands of his commercial laundry customers. The property is shown on Assessors Map 269 Parcel 181 and a portion of Map 269 Parcel 050 and addressed as 406 West Main Street, Hyannis/12 LaFrance Avenue, Hyannis in a Highway Business (HB)Zoning District. The subject property is a' 7,595 sq.ft lot on the corner of West Main Street and LaFrance Avenue in Hyannis. It is improved with a 2,412 sq.ft commercial building, formerly the site of Cape Fish and Lobster. In February 2016,'the Applicant was granted Conditional Use Special Permit No. 2016-010 to establish a private commercial laundry business. The structure is nonconforming to front and side yard setbacks in the HB District. It is served by public water and sewer. As a condition to that Special Permit, the parking spaces along West Main Street were removed and other site improvements have been made. Several of the parking spaces encroach on the residential property to the north, 12 LaFrance Avenue, which is under the same ownership(but held in a separate trust). Procedural& Hearing Summary , Special Permit No. 2017-041, a request to modify Special Permit No. 2016-010, was filed at the Town Clerk's office and office of the Zoning Board of Appeals on May 2, 201T. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on May 24, 2017 at which time the Board found to grant the modification of special permit No. 2016-010 subject to conditions. Board Members deciding this appeal were Alex Rodolakis, Spencer Aaltonen, Matt Levesque, Robin Young, and David Hirsch. Attorney John Kenney represented the applicant before the Boai`d. Applicant Geraldo Baracho was•also present. Attorney Kenney reviewed the business and stated that all conditions of the previous Special-Permit have been met. Now, the business is expanding and longer hours of operation are needed.. This laundry,business serves hotels,and resorts on Cape Cod. Attorney Kenney reviewed the hazardous materials issue and stated this business qualifies as a small Ail �� Bk 30609 Pg321 #33716 Town of Barnstable zoning Board of Appeals-Decision and Notice Special Permit No.2017-041 -De Cleaning Group Modification of Special Permit 2016-010 waste generator. Attorney Kenney concluded this operation is appropriate for,the'area and not detrimental to the neighborhood, The Board discussed hours of operation in that locus as well as trucks arriving and exiting. r The Acting Chair requested public comment, no testimony was given. Findings of Fact At the hearing on May 24,_2017, the Board made the following findings of fact in Special Permit Application No. 2017-041 for the modification of Special Permit No. 2016-010: 1. In Application No, 2017-041, De Cleaning Group, Inc. 'has requested a modification of Conditional Use Special Permit No. 2016-010 to change the hours of operation from 8:00 AM through 9:00 PM, seven days a week, to 8:00 AM through midnight, seven days a week at 12 LaFrance Avenue and 406 West Main Street, Hyannis. 2. The proposed use and plan received Site Plan Approval, as evidence by the letter dated November 24, 2015. 3. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good,or the neighborhood affected. 4. The proposed use of the property will not substantially adversely affect the public health, safety, welfare, comfort or convenience of the community. , t The vote to accept the findings was: AYE: Alex Rodolakis, Spencer Aaltonen, Matt Levesque, Robin Young, and David Hirsch_ NAY: None A. Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2017-041 subject to the following conditions: 1. Special Permit No. 2017-041 is granted to De Cleaning Group, Inc. to change the hours of operation from 8:00 AM through 9:00 PM, seven days a week, to 8:00 AM through midnight, seven days a week, at 12 LaFrance Avenue and 406 West Main Street, Hyannis. 2. The property shall be improved and maintained in substantial conformance with the plan entitled "Site Plan — 406 West Main Street, Hyannis, MA" dated September 27, 20151 drawn and stamped by Baxter Nye Engineering and Surveying. 3. There shall be no expansion of the building without prior approval from the Board. 4. The laundry shall not be open to the public. 5. As this property is ,located in a Wellhead Protection Overlay District, the generation, treatment,-storage or,disposal:of hazardous materials or waste in quantities that exceed those allowed by the ordinance area prohibited. 6, Use of the property shall not include dry cleaning services. 7, All existing landscaping and landscape screening shall be maintained on the site. 8. There shall be no outdoor storage, including storage in temporary trailers or containers, trucks or storage units, on the site. 9. Delivery trucks are limited between the hours of 8:00 AM to 6:00 PM. 1.0. All dumpsters or trash`disposal containers shall be located within the designated trash enclosure. Bk 30609 Pg322 #33716 Town of Bamstable Zoning Board of Appeals-Decision and Notice Special Permit No.2017-041 -De Cleaning Group Modification of Special Permit 2016-010 11. This decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division for this special permit to be in effect. The rights authorized by this special permit must be exercised within two years, unless extended by the Board. The vote was: AYE: Alex Rodolakis, Spencer Aaltonen, Matt Levesque, Robin Young, and David Hirsch NAY: None Ordered Special Permit No. 2017-041 is granted to De Cleaning Group, Inc., for the modification of Special Permit No. 2016-010 to change the hours of operation from 8:00 AM through 9:00 PM, , ' seven days a week, to 8:00 AM through midnight, seven days a week, at 406 West Main .Street/1 2 LaFrance Ave, Hyannis. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision, a. copy of which must be filed in the office of the Barnstable Town Clerk. W ex Kodolakis, Acting Chair Date Signed_ I, Ann Quirk, 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 office of the Town Clerk. .Signed and sealed this c2S+-43 day of �,hx1e, _under the pains and penalties of perjury. Ann Quirk, Town Clerk TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION a T/RYea•. A U. Map ay7 Parcel 00/ z ; Application # 4% .76 (� Health Division Date Issued /I? /y Conservation Division - ,. Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH /10 — Preservation/ Hyannis �— Project Street Address 3a. ChIlIb -n Gn Village (fenme-ytIle Owner Gemlad0 &emh o Address Sot ClAn Ln. Telephone SO6f-737" SY6 9 Permit Request /nS*j� Solar• e%1lne- Pa4el5 on tw7l' hoa5'&, A be w-kyeonneyi-d 75 home e%nc suaker, 6-.; S / pggels 20 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District /B Flood Plain Groundwater Overlay Project Valuation Construction Type Q* r- e/4r. pae7elS Lot Size Grandfathered: ❑YesnA❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure /a VIS. Historic House: ❑Yes ®No 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: existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Erasty- Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ 14Tt9" treplaces: Existing �_ New Existing wood/coal stove: CkYef1&1 o Detached garage: ❑ existirigC� size Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ftevtj _ Attached garage: ❑ exg�OQ49ew size _Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# �- 6irrent Use IY5(de4AQcf Proposed Use /10 GA4099:f APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name C/WI4 C//S - &Ia-ClIQ C0 -te,00r-) Telephone Number 7d/'$16 Address /60 C0r)90 1e At-t Or, aW O License # C5 /07663 f faro�e , /77a a j Home Improvement Contractor# A-K79_ Worker's Compensation # Qa766do 64o�6S0 a,Y ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Gov r SIGNATURE DATE /0 131 A6 r L/ FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP PARCEL NO. - y ADDRESS VILLAGE t. � OWNER DATE OF INSPECTION: E _,FO.UI�DATION _ FRAME •INSULATION FIREPLACE , ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH. FINAL GAS: ROUGH FINAL ` FINAL BUILDING m -r ` DATE CLOSED OUT ASSOCIATION PLAN NO. DocuSign Envelope ID:C7B8B68E-9B1F-4B3C-94D1-3290B4F7lB2D SolarCity. -Power Purchase Agreement . w w Here are the key terms of your SolarCity Power Purchase Agreement' Date: 10/14/2014 r a "1 6 6 2 ■ 0 years - System installation cost i) Electricity rate per kWh .4 Agreement term , .. : Our Promises to You - We insure, maintain,and repair the System,(including the inverter)at no additional cost to you,as specified'in the agreement. - We provide 24/7 web-enabled monitoring at no additional cost to you,as specified in the agreement - - We warranty your roof against leaks and restore your roof at-the end of the agreement,as specified in the agreement. , - The rate you pay for electricity,exclusive of taxes,will remain fixed for the term of the agreement. /14/2014.- The pricing in this PPA is valid for 30 days after 10 I i . - We are confident that we deliver excellent value and customer service As a result you are free to cancel anytime at no char a rior to construction on your,home. " „ '' t Estimated First Year Production 6,566 kWh Amount due at contract signing: $0 Estimated prepayment due when installation;begins: $0 00 , Estimated re a merit due followin9 bulldin dins ection :' _ $0 p P y .00 '`: 9 P ` Customer's Name & Service Address _ Exactly as it appears on the utility bill. r Customer Name and Address Customer Name Installation Location Geraldo Baracho 32 Clifton Ln 32 Clifton Ln Barnstable, MA 02632 Barnstable, MA 02632 . r ;. Options for System purchase and transfer- Options at the end-of the•20 year term: r e If you move,you may transfer this agreement to the purchaser of your • SolarCity will remove the System at no cost to you. Home,as specified in the agreement. . You can upgrade to a new System with the latest solar, e At certain times,as specified in the agreement-you may purchase the technology under,a new contract. System. r' . You may purchase the System from SolarCity for its fair These options apply during the 20 year term of our agreement and not market value as specified in the agreement. beyond that term.' You may renew this agreement for up to ten(10)years in x two(2)five(5)year increments. 3055 CLEARVIEW WAY, SAN'MATEO, CA 94402 888.SOL.CITY ( 888.765.2489 I SOLARCITY.COM MA HIC 168572/EL-1.136MR - Document Generated on 10/14/2014 �■ ' 332384 DocuSign Envelope ID:C7B8B68E-9B1F-4B3C-94D1-3290B4F71B2D 22. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO entirety and I acknowledge that I have received a complete copy of this MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Power Purchase Agreement. YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:Geraldo Baracho EXPLANATION OF THIS RIGHT. °°"'Sig,"(e�°by: 23.ADDITIONAL RIGHTS TO'CANCEL. Signature: A�' IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL Date: 10/14/2014 THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 24. Pricing The pricing in this PPA is valid for 30 days after 10/14/2014. If you Customer's Name: don't sign this PPA and return it to us on or prior to 30 days after 10/14/2014,SolarCity reserves the right to reject this PPA unless Signature: you agree to our then current pricing. Date: SolarCity. Power Purchase Agreement SOLARCITY APPROVED I Signature: LYNDON RIVE, CEO (PPA) Power Purchase Agreement SolarCdy. Date: 10/14/2014 Solar Power Purchase Agreement version 8.1.1 - 332384 ■ Y The Commonwealth of Massachusetts Department of Industrial Accidents Offke of Invesfigations ' I Congress Street,Suite 100 Boston,l�02I14-2017: www massgov/dia . Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/organization/Individual): SolarCity Corporation Address:3055 Clearview Way City/State/Zip.,San Mateo, CA 94402 Phone#'.888-765-2489 r Are you an employer?Check the appropriate box: Type of project(required): l 1.0 I am a cmployer with 7000 4. I am a general contractor and I * have hired the sub-contractors -6.. ❑New construction employees(full and/or part-time). i 2.❑ I am a sole proprietor or partner,` 'listed on the.attached sheet. 7.'❑,Remodeling ship and have no employees These sub-contractors have g• ;0 Demolition . ' workingfor me in an capacity. employees and have workers' Y aP ty. t 9. E Building addition I [No workers' comp.insurance comp.insurance. required] w 5. 0,We arc a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work , _officers have exercised their 11.0 Plumbing repairs or additions , myself. [No workers' comp. right of exemption per MGL 12.Q Roof repairs insurance required]t R c. 152,§1(4),and we have no Solar Panels employees. [No workers' 13.®Other comp. insurance required-] ti *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and 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:Liberty Mutual Insurance Company } . Policy#or Self-ins.Ltc #:WA7-66D=066265-024 p - 09/01/2015 U , .� Expiration Date t Job Site Address: 302 Cl fo/t r `n. City/State/Zip:eovw5A 6/4 E f97k �Q63oZ Attach a copy of the workers''compensation policy'declaration page(showing the policy number and expiration date)., Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,'as welt as civil penalties in the,foim of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may,be forwarded to the Office of ry Investigations of the DIA for insurance coverage verification. s I do hereby certify under the pains and penalties of perjury that the information provlded above is true and correct. t. 44 -r.«t78 ,Date /0/'3%/;1oly 7818167489. ' 1 Phone#. Official use only:Do not write in this area,to be completed by city or town official y -0 'City orTown. Permit/License# t' Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6:Other' I -Wharf Person. Phone#• ~'Ji - t.. r , I I A� CERTIFICATE OF LIABILITY INSURANCE DATE(MANODIYYYI) 08012014 THIS CERTIFICATE 13 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)mllst.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 lieu of such endofsement(s). PRODUCER CONTACT NAME- MARSH RISK&INSURANCE SERVICES 345 CALIFORNIA STREET,SUITE 1300 PNONE FAX No); CALIFORNIA LICENSE NO.0437153 r Ate: SAN FRANCISCO,CA 94104 INSUREIM AFFORDING COVERAGE NAIL ai j 99B301-STND-GAWUE-14-15 INSURER A:Liberty Mutual Fire Insumm Company 16586 INSURED INsuRERe:LibeOInmianceCo►poraatieon 42404 Ph(650)963-5100 SolarCtyCorporation INSURERC:N/A NIA 3055 Clealview Way San Mateo,CA 94402 INSURER D INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: SEA-002440269-M REVISION NUMBER:4 + THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD I INDICATED" NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LLTR TR TYPE OF INSURANCE D Sl POLICY NUMBER POLICY YY PMIDDI EXP LIMPrs A GENERAL LIABILITY TB2-66la6 65-014 09/01/2014 09101/2I115 EACH OCCURRENCE S 1,000,000 X COMMERCIAL GENERAL LIABILITY kGE TO RENTED PREMISES occurrence) $ 1�,000 CLAIMS-MADE M OCCUR MED EXP(Arty one person) $ 10,000 PERSONAL&ADV INJURY $ -- 1.O66,000 GENERAL AGGREGATE S 2,000,0W GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2.MO•000 X POLICY X PRO LOC Deduc f)le $ 25,E A 'AUTOMOBILE LIABILITY AS2-661-066266-0" 09/01)2014 09/01P1(YI5 CO .deD SINGLE LIMIT 1 ,000,000 X ANY AUTO ' BODILY INJURY(Per person) S ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) S X HIRED AUTOS X NON-OWNED PRQPERTYDAMAGE $ AUTOS er aped" X Phys.Demalle COMPICOLLDED- UMBRELLA IJAII H OCCUR EACH OCCURRENCE S i EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WA7-66D066265-W4 09101Y10.14 09i0V015 X I VUC STAIU OTH AND EMPLOYERS'LIABILITY B RTN ANY PROPRIETORIPAERIEXECUTIVE Y/N WC7-66I466265034(WI) 09/01W4. 09101/2015 1,000,000 OFFICER/MEMBER EXCLUDED? N NIA EL EACH ACGOFJJT $ B 1'WC DEDUGTIBLE:$3b0,006' 1,0W'0W (Mandatory In NH) �El- L DISEASE-EA EMPLOYEE $ n yes,describe under l 1 ,. DESCRIPTION OF OPERATIONS below DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEMCLES(Attach ACORD 101,Additional Remarlls SdceduW H more space is required} Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Cleardew Way THE EXPIRATION DATE THEREOF, .NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE t of Marsh Risk&Insurance services Charles Marmotejo 01986-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD r .. • Office of Consumer Affairs and Business Regulation -, 10 ,Park Plaza Suite 5170 . ,,Boston, Massachusetts 02116 Horne Improvement Contractor Registration ' Registration: 168572 t Type: Supplement Card SOLARCITY CORPORATION r #' Expiration: 3/8/2015 ' CRAIG ELLS 24 ST. MARTIN STREET BLD 2 UMTI1w, MARLBOROUGH, NIA 01752' Update Addresi and return card.Mark reason for change. SCA i s 201.4-KII f Address Renewal' I Employment Lost Card • � - #"�`„1�t °E�krtdr lP 2iikfYr�/�r��""�l r�asis/{sr ilia-�. � _ \.Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation ;Registration: 168572 Typc! 10 Park Plaza=Suite_ 5170" ' Expiration: 3/8/2015 Supplement{:atd Boston,MA 02116 SOLARCITY CORPORATION' } CRAIG ELLS - '24 ST MARTIN STREET BLD 2UNI IMALBOROUGH,MA 01752 Undersecretary, 'Not v lid without signature "Aassachusetts Department of PuEsI C Sn;et=, poa�tl of ui din i i6 i. B. �. g,Regu.�t ons and Sta.�dards st riiMtl`itlurl 4ti�,�1'+t�iaF . ^' License:CS-107663 - CRAIGELLS' ,Ll 206 BAKER STREET Koine-NH 03431 t;vtx 08/29/2017 {� f2�' (G�Q�1•?.�12f1�2L(1�f�'��l�s Cz'� ��'/<✓(.C�<'11f,CrG'I2�11C���1 ` Off ce of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 021,16 Home Improvement Contractor Registration ` Registration: 168572 r Type: Supplement Card. SOLAR CITY CORPORATION } T Expiration: 3/8/2015 WAYNE EUBANK' - .� -� -- - — 24 ST. MARTIN STREET BLD 2 UNIT 11y 1r MARLBOROUGH, MA 01752 _J Update Address and return card.Mark reason for change. sCA 1 0 20M-0611I C Address Renewal E] Employment ❑ Lost Card f-'��r�r-nnri.:rur•rzrlf�c�`6i�f�sfi•�t•,;cl/.; ; 9frice of Consumer Affairs&Business Regulation License or registration valid for individul use only 1 ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration 168572 Type. Office of Consumer Affairs and.Business Regulation 10 Park Plaza-Suite 5170 Expiration: 302615 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION WAYNE EUBANK 24 ST MARTIN STREET BLD 2UNI — �— Ada,,� TAAALBOROUGH,MA 01752 ._ Undersecretary NA valid without signature S 0 lar0ty. OWNER AUTHORIZATION Job#: Property Address: Z'Z CZ. I IF'4 '. Ce^'4., Ut t r, /-o Z 6,5 I ip F OA L 03 U BA M C A J as 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. 10 - Z-7_ 1 Si a r f 0 r; Date: SOI.ARCITY.COM xb ` 'yu r F Version*39.5 0o.. SOlarcit a N OF 3055 Clearview Way,San Mateo, CA 94402 j► (888)-SOL-CITY (765-2489) I www.solarcity.com O Y00 JIN !� K October 27,2014 I y No.4 Project/Job# 026577 .o RE: CERTIFICATION LETTER Project: Baracho Residence Digitally SI 00 din Kim 32 Clifton Ln Barnstable,MA 02632 Date: 201 .10.27 16:25:00 ' ' To Whom It May Concern, 071001 A jobsite survey of the existing framing system'was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: " Design Criteria: + -Applicable Codes = MA Res. Code,8th Editions ASCE 7-05,and 2005 NDS _ - Risk Category=II - -Wind Speed = 110 mph,Exposure Category C -Ground Snow Load = 30 psf -MPT: Roof DL= 13.5 psf, Roof LL/SL= 16.8 psf(Non-PV Areas), Roof LL/SL= 10.5 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss= 0.19069 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load,PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res.Code,8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely; Yoo Jin Kim;P.E. Professional Engineer. + - Main`: 888.765.2489,x5743 email: ykim@solarcity.com. 3055,Clearview Way'..San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com,'4 A7 ROC213771,CA CSlB 688104;CO EC 60•:I,L*f EiIC 063277tS,ADC HIC 71101466;'DC h118"711Qt486,!II CT•28TZQ;.MA HIG 76657Yr MO Pdt6G 126948,NJ 13VI•061666. . bR CGeI.'f8i7dAA:Pa G77�k3,TX 7ptR 27906,4VAGCi..:90EAR<:':110C7 C 20 t3 SdnrCily:Avi+&lhis rmeetvah. '- ' 10.27.2014 t TM Version#39.5 SleekMoun PV System '"'!-a, SolarQty Structural Design Software F- PROJECT INFORMATION &TABLE OF CONTENTS w.ti.. E 'pi ant" Project_Name __ ` §Baracho;Residence °°` AHJ _._, -., ;,Barnstable Job Number: 026577 Building Code: MA Res. Code,8th Edition Customer Name: Baracho,Geraldo ___ Based_On;-_.__,IRC 2009/_IBC 2009__. Address: 32 Clifton Ln ASCE Code: ASE 7-05 .. 1r City/State. rnstable; _�M®A��' Zip Code - _ 02632 Upgrades Req'd? __ No Latitude/Longitude_4164202.8 ___ -70.328114__ `Stamp Req'd?, ,._ Yes_.__ SC Office: South Shore PV Designer: James_Turschmann 'Ydi Yoo Jin.Kim P.E.Calculations: , Safiuddin Adil!—Mo hammed P.E. Certification Letter 1 Project Informat"on,Table Of Contents, &Vicinity Map 2 Structure Analysis(Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seism c check is not required because Ss =0.19069 < 0.4g and Seismic Design Category(SDQ B < D 1/2-MILE VICINITY MAP i • 4. 0 7. lle A • - . - . ke b. • • ® @ • ' • 32 Clifton Ln, Barnstable, MA 02632 Latitude:41.642028,Longitude:-70.328114,Exposure Category:C LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Wei ht s 0.5 psf PV System Weight s 3.0 Psf Roof Dead Load Material Load Roof Category Description MP1 _ Roofing Type . I -Comp oof 'ers psf . Re-Roof to 1 Layer of Comp? No Underlayment Roofing_Paper - -- _- -_ 0.5 psf Plywood Sheathing Yes 1.5 psf —Board Sheathing _�„______" � •� �:;�w. � : ,�� None _ � �,, Rafter Size and Spacing_ 2 x 10 @ 16 in.O.C. 19 psf Vaulted Ceiling _ = Yes Ps" 4.7 psf Miscellaneous Miscellaneous Items 1.4 psf Total Roof Dead Load 13.5 psf(MPI 13.5 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area r < 200 sf , . - - -- _ —.__ Roof Slope - 10/12 Tributary Area Reduction Rl" ,- -- 1 Section 4.9� Sloped Roof Reduction RZ 0.725 Section 4.9 Reduced Roof Live Load Lr L,= Lo(RI)(RA °-: Equation 4-2 Reduced.Roof Live Load Lr 14.5 psf MP1 14.5 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load py. 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes ; Effective Roof Slope 380 I , Honz. Distance from Eve to Ridge, Y Wes: " __, 18.0 ft - -- Ne7 - - - ----I Snow Importance Factor IS.. 1.0 Table 1.5-2 Snow Exposure Factor C. �• �Partially Exposed �- able 7 2 k x 1.01 All structures except as indicated otherwise Snow Thermal Factor Ct 1.0 Table 7-3 Minimum Flat Roof Snow Load(w/'�" Rain,on75now_Surcharge) Pf-min 21.0 psf {' 7.3.4&7.10 Flat Roof Snow Load pr '' Pf=0.7(Ce) (Ct)(I).pg; Of>_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding All Other Surfaces Roof CS-roof 0.8 Figure 7-2 Design Roof Snow Load Over Ps-roof (Cs-roof)Pf ASCE Eq:7.4-1 SurroundingRoof PS-roof 16.8 Psf 56% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces Figure 7-2 0.5 Design Snow Load Over PV PS-PV= (CS-PV)Pf ASCE Eq: 7.4-1 Modules PS-PV 10.4 Psf 35% COMPANY PROJECT WoodWorks' V Oct. 27, 2014 15:51 MP1.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 13 .50 (16.0) * psf PV LOAD Dead Partial Area No 3.00 13.17 3.00 (16.0) * psf RSL Snow Full Area Yes 16.80 (16.0) * psf RLL IRoof constr. Full Area Yes 14.50 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : i 0' 1' 14'-1" Unfactored: Dead 202 186 Snow 169 152 Roof Live 146 132 Factored: Total 371 339 Bearing: F'theta 589 589 Capacity Joist 3422 3091 Supports 2789 - Anal/Des Joist 0.11 0.11 Support 0.13 - Load comb #3 #5 Length 3.50 3.50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 - Fcp sup 425 - *Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP1 Lumber-soft, S-P-F, No.1/No.2, 2x10 (1-1/2"x9-1/4") Supports: 1 - Lumber Stud Wall, S-P-F Stud; 2-Hanger; Roof joist spaced at 16.0"c/c; Total length: 19'-3.9"; Pitch: 10/12; , Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); 4'• F-7 WOodWorks® SIZer .SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks®Si2er 10.1 Page 2 WARNING: Member length exceeds typical stock length of 18.0 [ft] Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design t Value Analysis/Design Shear fv = 25 Fv' = 155 fv/Fv' = 0.16 Bending(+) fb = 604 Fb' = 1273 fb/Fb' = 0.47 Bending(-) fb = 13 Fb' = 450 fb/Fb' _ •,0.03 Live Defl'n 0.18 = <L/999 1.14 = L/180 0.16 " Total Defl'n 0.40 = L/504 1.7.0- L/120 ( 0.24 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00' - - 1.00 1.00 1.00 3 Fb'+ 875 1.15 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 5 Fb' - 875 1.15 1.00 1.00 . 0.353 1.100 1.00 1.15. 1.00. 1.00, - 3 �. Fcp' 425 - 1.00 1.00 - - - 1.00 1.00 -` E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 5 Emin' 0.51 million 1.00 1.00 - - - - 1.00 .„1.00 - " . 5 CRITICAL LOAD COMBINATIONS: Shear LC #3 = D+S, V = 251, V design = 229 lbs Bending(+) : LC #5 D+S (pattern: sS) , M =' 1077 lbs-ft - Bending(-) : LC #3 = 'D+S, M 23 .lbs=ft Deflection: LC #5 = - (live) LC #5 = (total) „ D=dead L=construction S=snow W=wind I=impact Lr=roof constr., Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, . X=L+S or ,L+Lr, =no pattern load in this :span� Load combinations: ASCE 7-10.' /. IBC 2012 - CALCULATIONS: Deflection: EI 139e06 lb-in2 "Live" deflection Deflection from all non-dead loads`• (live, wind, snow...) Total Deflection = 1.00(Dead Load' Deflection) + Live Load Deflection. . Bearing: Allowable-bearing at ,an' angle. F'theta calculated for each support ., r as per NDS 3.10.3 Design Notes: 1. WoodWorks.analysis and design are in accordance with the ICC International Building Code(IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams:-NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the.full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. .ra CCALCULATION OF DESIGN 1NIND�LOADS MP_i Mounting Plane Information Roofing Material a Comp Roof PV System Type SolarCi}y SleekMountTM Spanning Vents No Standoff•Attachment Hardware � Com Mount T e C Roof Slope 380 Rafters acin -- ----- ..v 16"_O C: - - - P 9. _ Framing Type Direction Y-Y Rafters Purlin Spacing _X1X Purlins_Only_ NA Tile Reveal Tile Roofs Only NA Tile Attachment_System ` Tile Roofs Only Standing Seam Spacing SM Seam,Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design:Method ��- . Partially/ Fully_Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure,,Cate_'__ mC� Section 6 5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14 .. A/B Mean Roof Height ,. h_ ., 25 ft.s; _ =7 _ Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure.Exposure KZ 0.95 Table 6-3 Topographic Factor- _-- Kn _ - - 1.00 _ Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 - Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure toefficient Down GC p' 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable_Cantilever�_ •��Landscape - 24 Standoff Confi uration Landscape Staggered Max Standoff Tributary Area PV Assembly Dead Load W-PV 3 psf Net ind-.Upliftat_Standoff_ I T-actual -383_lbs,. _ Uplift Capacity of Standoff T-allow 500 Ibs Stand aci'off Demand Ca DCR "76.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilevers <; = Portrait _ :; i17 '-NA Standoff Confi uration Portrait Staggered Max Standoff Tributary 21 sf_ PV Assembly Dead Load W-PV 3 psf Net Wind,Uplift at Standoff T-actual Uplift Capacity of Standoff T-allow 500 Ibs = . . � ° 'andCaci San-doff-e�m 4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION � Map (:Pt Parcel CAD I Application # Health Division Date Issued 2,31A, Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board ��1Pr�l, gar Historic - OKH Preservation/ Hyannis Project Street Address 30 C�lt�}�� Village Owner ( �G�.wl ac o �� �Ca F qrL�a\no Address . p Telephone � 69 k 0 K- c>a40 0 Permit Request _ �tRS�.�l j�c� p&ne-kS ar r-oc, C� 15 S Ike Ln'r c W% � y Iq Square feet: 1 st floor: existing — proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation`V% Construction Type �' 3 Lot Size Grandfathered: ❑Yes $No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family.(# units) Age of Existing Structure CS - Historic House: ❑Yes tdNo On Old King's Highway: ❑Yes 2KNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other A/� Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room.Count �- Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Of— Central Air: ❑Yes ❑ No Fireplaces: Existing�New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new siz Pool: ❑ existing ❑ new sizw± Barn: O1existing .0 new size& Attached garage: ❑ existing ❑ new siz g g g Shed: ❑ existing ❑ new size/�Other�; a` tZZ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes if yes, site plan review# /V Current Use e�le 5(Ge/1hd Proposed Use •• =�• UJ rn APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name6 l - / � �Y ��- 6k, Telephone Number 1 Address ` « ��tr� �e s �. �C License # a?�,bh Home Improvement Contractor# /� �✓���-- Email v\S h P cc� Worker's Compensation # k)20 lab ALL CO TRUCTION DEBRIS RESULTt' FROM THIS PROJECT WILL BE TAKEN TO A SIGNATURE DATE d FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE t' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I DocuSign Envelope ID:601928BE-AF44-4Eb9-8205-6D60303F2B4D t SolarCity I PPA AMENDMENT Customer Name and Address Installation Location- Date Geraldo Baracho 32 Clifton Ln 2/7/2016 Centerville,MA 02632 32 Clifton Ln ,Barnstable,MA 02632 Congratulations! Your system design is complete and you are on your way to clean,more affordable energy. Based on the information in your System design,there are some amendments we need to make to your Power Purchase Agreement(the"PPA:').The amendments are as follows: • We estimate that your System's first year annual production will be 3,534 kWh and we estimate that your average first year monthly payments will be$50.59.Over the next 20 years we estimate that your System will produce 67,418 kWh.We also confirm that your electricity rate will be$0.1718 per kWh,fixed for the next 20 years(i.e.electricity rate$0.1718 and tax rate $0.0000). By signing below,you are agreeing to amend your PPA and you are agreeing to,all of the new terms above. If you have any A questions or concerns please contact your Sales Representative. ac o Power i I Customer's Name:Geraldo B r h - se Agreement Amendment g i a ' Purchase Docuftned by: �a�aGGo Signature: 4AX4e SOlarCity 9F11ACD2COA34FF-.. -- - Date: ?/17/201 F approved Customer's Name: , Signature: Signature: Lyndon Rive, CEO Date: Date: 2/5/2016 3055 Clearview Way,San Mateo,CA 94402 888.765.2489 1 solarcity.com Power Purchase Agreement Amendment,version 2.0.1,June 25,2015 Contractor'License MA HIC 168572/EL-1136MR � � Document generated on 2/5/2016 1552278 .IIob w.- as W cff$Dne subject pppegy low-by az9horks Hrelh�8i in aAU inn as wlf dva 4o vMk am6w zed by Ins b.0 Ic8f ug pamm a Vpaciga a wd . sngame gagutm Of Omer. Dom: .•+S:•uA::l'I::+$.OdLY:'Is:,/G:!:. «L:�.rG4L�l.•.nn.:e:G 3 C:: 4A.U.-.JU... SOLAR-.".,%?.CO.ui i ' »:r.::�t'r.3�an.: ;tiCSlF.36a1�.'o:•d;1 ��.£:s.••ra! i'•:.:1:;;:.+r•. .:ti:«E=•�•7�t :.t5•?IL Ii'1htnHi.• h::.3.+:.I:7F:: •:•L 3: •"•3•+.».:.:•. •.n.""...a•:•':.I Nw; [�cnMi�rrty �lSn�tPas,n++t o1 t►udhC saM Ooartl of gi�tKh . 1 401160 C8-10881E JASW PATRY 821 SMWART DRIVE Abington tdA Or, _ r . G. �6+►s1Wh- ,...;...�, :. 02ptt3M1t1 ,t 0mcc or cowamer AfTii»&Oeslgat nlea1mM0A J• p HOME IMPROVEMENT CONTRACTOR i � . * Roglatratlon: 18gs72 Type: , Exptmtlon: 3!l 017 Suppfemem� , SOLAR CITY CORPORAMON JASON PATRY 24$T MARTIN STREET ULO 2UN1 - kAk1.BOROUGK MA 01762 Ua&memury i 7780 Commonwealth ofMiiissachusetts Department of Industrial Accideihls 1 Congress Street,Suite 100 Boston,MA 172114-2017 www.1nass.gov/dia Workers'Compeneadon Insurance Aftidavnt:Builders/Contractors/Eledriclans/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. ApDliegntlnfnrm$tlou Please-Print .Lest-bly_ NaMe(BL-,Incw/DrganIxalioiittndividtW): SalarCity Corporatiar► Address: 3056 Cleaiview Way City/Sta1.e/Zip: San I&Ieo,CA 94402 Phone#: (888)765-2469 Are you-am cmployer?Cherie the appropriate box: Type of project(required): 1.01 am aernpto5w with 15 000 employccs(full aezdbr Pan-ttoz)-' .7._Q New construction 7-Q I me a sole proprietor ur Partnership mid Dave no emrAcyas wod-hm'for nic in 8. Remodeling any t apacity.[No vretrkers'comp.insurace req%f rred.l 3.JIamaimrrreotroadoirig all wokaWsdr.lNeworkets'camp,insnrwcerequircd.jt 9• ❑Demolition 4.Ot I am a I utowner and will be truing contractors to conduct all%York on my property. 1 will 10 0 Building addition Own that all exhrdtactors either have wealmrs.,eenmeuhs oun insurance or are sole, I I.❑Electrical repairs or additions proprietors with no cntploycm 12.Q Plumbing repairs or additions So I am a genaai,contactor tad I hmvc hired the suh<untrWom limed on the'attatAcd sheet. I3.�]Roof repairs sals-aonumom haveemptoyccs and have workers'comp.insstranao G.Q We are a corPorrtion and its officers have mmised I"right of oxcatptiera per MGL c. 14.❑.r Otlter solar panels. l3Z§1(4) and vrc have rwemployees,[No woriters'emnp.insurancerequired.) j *Any aMlicont that checks box ul mast also Fill out die seet'soa below shoving Oteir workers'compeasMion pelicy infommtion. r I Iomeowrters%V ho submit this Anwavit indica bs diey are doing all weak and rhea hire outside.contractors muse rab6t a»sw andavit urdicating such tCou aetoes that check thii box ahuxt warbed an a4ditional sheet showing the nacre of ilia sub-contractors and state whether err tat those ea66ea Lave employcM. if the;sub-Mmutors have anplon-ccs,%hay tuast provide their wtukers'comp.policy minter. J am an mWayer drat is providing rvorkars'eompensathm haura ace for ivy employ= Below Is the paticy and job site informaCro� - Insurance Company Name:American Zurich Insurance Company Policy#or Self-ins.laic.#: WC0182DI5-04 Expiration Data: 9/1/2016 Jot Site Address: 32 Clifton Lane Ci /State/2ip Centerville,MA 02632 Attach s copy of the workers'compensation poltey deelaration page(showing the polky number and expiration date). Failure to secure coverage as required under MGL c.152,§25A is a criminal violation punishable by a fine up to S I,S00.00 and/or one-year imprisonment,as well as civil penalties in file form of a STOP WORK ORDER and a fine of tip to M50.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations o f the DIA I'or insurance coverage vesrification. 1 der hereby a an(kr Ike plains and penalties of perjury that the In provided above is true and carred. (Jason Patr - Februall 9 2016 ' Mane Q kkd use only. Do not write is this ova,to be compided by city or town offldaL City or Town- Pessait/Lisense# Issuing Apthority(cirete sae): 1.Board of Health 2.Building Department 3.Cityffown Clerk n'4.Electrical Inspector &:Plumbing Inspector . 6.Other N Contact Person:, Phone#: � e ACOR& CERTIFICATE 4F LIABILITY INSURANCE W1700 0811712015 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. 11 SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this cartHlcate does not confer rights toUle certificate holder In lieu of such endo►sement(s). PRODUCER CO T MARSH AR345 SK&INSURANCE ESUITE 130D ES rate No.Extie., .: :........... ._..._..:.r p..A_It..... . . ......... ......—..--- PN E ON 1!M£�tI9}' CALIFORNIA LICENSE NO.0437153 E�IUUI - SAN FRANCISCQ CA 94104 �QPRE :.......... :._....__.._...__..._..—— Aft Shannon Scott415-743-8334 ... ::.......'...INSURER(5}.APFORdNOCDVERAGE: _.... NA109 �998301•STND•GAWUE-45.16_ -- INSURERA:ZW6AWICaninsuraoeGGMPany (16535 WSUREO INSUR R g c,NA 'NIA SdatGty COP(naticn 3065 Clear bo Way INSURER C:NIA a4'A San Malso,CA 9 4402 - --- _. WsuRER D:American Zurich Irlsurarue Caillpalry _ �40142 INSURER F:.. .-.-•--- INSURER P: COVERAGES CERTIFICATE NUMBER: SEA-0027IMM REVISION NUMBER 4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED DR 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. . 1N4 7.._ INSR, ._..._ _.....TAii6LTSU ... ......................_.. _._._.... ..POLIcy — POU'CYEXP LTR TYPE OF INSURANCE I POUCV NUMBER fvavmrfym IMMfix)ffYYVILIMITS A X 'COMMERCIAL GENERAL UAB9.ITY SLOO182016410 09i0112D15 0910111016 ' EACHOtX URRENCE-. $ 3.000,000 fYAIMSA1ADE nOCCUR ` PRAEpII$E,STOS ) S 3,00U,= ). XtSIRE250,0DD i t MEDEXPQ"orrep.rs ) . S ——•000 PERSONAL&ADV INJURY S 3,000,000 GEN►L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S 6,000.000 X POUCY[....]PRO [..:..`LOG PRODUCTS,-GoctaroPAGG s•.• __ 6.a�,Doo OTHER. f S A AUromoa1LLumiTY 1BAP0182017.00 0M1015 09101IM16 COMBIKEDSINGL LIMITy -000= 9. 9votL_._..___.._.__ X ANY AUTO I 90DLY INJURY(Per person) S - --- .X_. AUTOVYNED X- AUTOS LED $ODILYINJURY(Per flodderd) S _ ... x.. HIREDAUTOS :X.. AUTOSNNED .:1 - f "., -�. PROPER DAMAGE••,. S ..... ............ !,' 1 COMPICOLL OED: S $5,000 UMBRELLA UM OCCUR EACHOCCURRENCE S EXCESSLIAB HCLAIMS-MADE1 r i AGGREGATE s OW i RETENTIONS S D WORMERS COMPENSATION IWC01820'14-DD(AOS) 0910111015 109101016 X 1;,ER , R. AND EMPLOYERS•UAWITY ... .... _....._.._ A Y!N WC0182015-GD MA 09ID1015 .0910112016 ANY PROPRIETORIPARTNERIEXECUTIVE E N!A ' { ' I E.L EACH ACCIDENT S 1100010M OFfsWRWMBER EXCLUDED? I — - (fMpaenadatory In Ifiq WC DEDUCTIBLE:M,0W E L.DISEASE.EA EMPLO _ S _y_�.'� 'IDESCer RI g O OF OPERATIONS'be1aw E.L.DISEASE-POLICY LIMIT $ 1 DESCRIP'r=OF OPERATIONS I LOCATIONS 1 VEHICLES IACORO 161.Addltlonal Remarks Schedule,may he attaahod It move.pace Is reeJueed( " Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolalCdy Cmpora0on SHOULD ANY OF THE ABOVE DESCRIBED POLICIES DE CANCELI.EO BEFORE 3055ClmhgeeWay THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo.CA 99402 ACCORDANCE WITH THE POLICY PROVISIDNS. Y + # AUTHORRED REPREM!WTATIVE of March Risk&Insurance Services ChBrles Marmolejo 01980-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Version#53.6-TBD As.wola rCit , y February 5, 2016 RE: CERTIFICATION LETTER Project/Job# 0262597 Project Address: Baracho Residence a 32 Clifton Ln Centerville, MA 02632 .� AHJ Barnstable SC Office Cape Cod Design Criteria: a -Applicable Codes = MA Res. Code,8th Edition,ASCE 7-05,and.2005 NDS - Risk Category= II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - - MP2: Roof DL= it psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) - MP3: Roof DL= 10.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL = 21 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 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 SolarCity. , Structural evaluation was based on site observations and the design criteria listed above. 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. 4 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 ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. �t •� • 2� O K. 2 RIUKI . Sincerely, Digitally signed b HumphreyST uc7uR"` 9 Y 9 Y No.51933 Ka ri u ki �Fc►stE�``° Humphrey Kariuki, P.E. Professional Engineer Date: 2016.02.05 12:44:58 -05'00' ionw�. T: 443.451.3515 I. email: hkariuki@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)*SOL-CITY F(650)638-1029 solarcity.corn AZ ROC 213771.CA CSL8 WI04,co Ec 9o4i,Oi HG o63277s,OG Hic 7i iot466,Dr.HIS 71101468.Ht GP29770,MA Ht016$87Z MD MH10.128948 NJ 13VHoe16oM,. - . OR COS 1$0498,PA 077343,TX TOLR Moe,wA QCU:SOLARO.'616&0 2DI3 301MIC lty.MI04hts reatved. . \, Version*53.6-TBD �=o� SolarC�t HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP2 64" 24" 39" NA Staggered 69.6% MP3 64" 24" 39" NA Staggered 69.9% Portrait Hardware-,Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP2 48" 19" 65" NA Staggered 86.9% MP3 48" 19" 65" NA Staggered 87.2% Mounting,Plane.Framin Structure 9 H " Qualification Results Type, Spacing Pitch Member Evaluation Results MP2 Stick Frame @ 16 in,O.C. 160 Member Analysis OK MP3 Stick Frame @ 16 in.O.C. 230 Member Analysis 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. 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOS-CITY F(650)638-1029 solarcity.com AZ ROC 24377 t.GA CSIH AAA1Or,GYf FC A04 t,C7 NIC(1@3?778,DC NIC 711014AA,DG MIS 711014AA.N!CT-29770,hM NIC 16A572,MD MNIC 12b94A,NJ i3VN0AtA0ii00,OR OCS 180498,FA 077343.TX TDLfi 27006,WA Ga!SOLARC'9190Z 0 2013 Solar0ty.AR lights assamed. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.501, Roof System Pro erties San 1:.. 12.06 ft Actual D i. -; ;_9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Com Roof S an 3 _ °: A ,.� 13.88 in.^2 Re-Roof No San 4 S. 21.39 in.A3 Plywood SheathingYes, N 9 ,;; 5 an 5 -, ,. �;. i 5 I~': `" , 98,93 in.^4-" Board Sheathing . None Total Rake Span 13.75 ft TL DefPn Limit 120 W 1* ' Vaulted Ceiling No PV 1Start s'0.67`ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.17 ft Wood Grade #2 Rafter Slope • - ,, -160 PV 2 Start, s - w F, - 875 psi Rafter Spacing 16"O.C. PV 2 End F„ . 135 psi Top Lat Bracing `' Full -PV 3 Start ` E -, 1400000 psi Bot Lat Bracing At Supports PV 3 End E,„;,, 510000 psi Member Loading Sum.rna'ry Roof Pitch 4 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL - 11.0 psf x 1.04 11.4 psf 11.4 psf PV Dead Load ri� zb-; PV-DL . . ,�,3.0 sf ,, Zxgt.04 4 ff, �W > ,. i 3.1 sf ' V,` Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow,Load LL' SLl`2 - 30.0'psf � k 0.7 '1`x 0.7 "21.0 psf' 21.0 psf Total Load(Governing LC TL 1 32.4 psf 1 35.6 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CJ(IS)p9; Ce=0.9,Cr=1.1,Is=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.42 1 1.1 1.15 Member Anal sis Results Summary Governing Analysis Max Demand @ Location I-Capacity DCR Result Bending + Stress 474 psi 7.2 ft 1273 psi 0.37 Pass CALCULATION=OF DESIGN 1NIND`LOADS=MP2 j Mounting Plane Information Roofing Material Comp Roof PV System Type w# _ Solard SleekMountT Spanning_Vents No Standoffs Attachment Hardware-) - 7, �7,�? *: Comp Mount Type C„ i,: ,4 k, Roof Slope 160 VAR- pacing :�; ,.. i --� 16�O.C:° - 4 " � Framing Type Direction Y-Y Rafters Purlin,Spacing` a. X X Purlins Only ,k.0 { �, , ., , 'NA Tile Reveal _Tile Roofs Only NA Tile Attachment Systems Tik Roofs Only NA Standin Seam/Trap Seam/Trap Spacing SM Seam 6n ly NA Wind Design Criteria - Wind Design Code ASCE 7-05 WindjXgsign Methode, ,I, Partially Fully_Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure'Category z �.° C _Sectionn 6.5.63 -__ Roof Style Gable Roof Fig 6-116/C/D-14A/B Mean Roof Hei ht " fi g - ' 25 ft^ ass ;f Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor °x >7. , ,;T k`7 ----� 1:00 m ..,. —- - Wind _ s .�' Section-6.5:7 Wind Directionality Factor Kd 0.85 Table 6-4 �__ . 4 MTable 6-1* Importance Factor "* " I 1:0 � Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.88 Fig.6-11B/C/D-14A/B Ext.:Pressure.Coefficient Down g. UGC Do - _.W. .. r 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS " X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" V 39" Max Allowable Can it leve Landscape f 7 7 24,:_ Px Standoff Configuration Landscape Staggered 111 Muir StandofftTributaryArea Trib t .,,.17 sf a °° 4 . ,. , PV Assembly Dead Load_ W-PV 3.0 psf N_et Wind Uplift_at Standoff _____Tactual -3481bs_ Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 69.6%^ X-Direction Y-Direction Max Allowable Standoff Spacing- Portrait 48" 65" Max Allowable --ntileverr `- -, Portrait` 19" NA, Standoff Confi uration Portrait Staggered Max Standoff_Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff Tactual -434 Ibs Uplift CaQacity of Standoff T-allow 500 Ibs DCR 86. .9% Standoff.Demand Ca aci $; _r S STRUCTURE ANALYSIS LOADING SUMMARY AND MEMBER CHECK- MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties Overhang 0.99 ft Actual W 1.50" Roof System Properties W, San 1 0 r ` '-8.79 ft` k0 i AActual D 19, " 7 25" - Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing MaterialCom Roof San 3 e 4. m, .a 7-- A " 10.88 in.^2 Re-Roof No Span 4 S. 13.14 in.A3 Plywood Sheathing Yes San 5 IN 47.63 in.A4 Board Sheathing None Total Rake Span 10.62 ft TL Defl'n Limit 120 Vaulted Ceiling x No PV 1 Start' 2.25`ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 8.58 ft Wood Grade #2 Rafter Slope 23°"` PV 2 Start •_ !' t: Fb ` ; 875 si Rafter S acin 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full- PV;3 Startsy .E r �u1400000 psi eA Bot Lat Bracing I At Supports PV 3 End Emi„ 1 510000 psi Member Loading mary Roof Pitch 5 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.09 11.4 psf 11.4 psf PV Dead Load -; , ,?,PV-DL: �. 3.0 psf '` 7 ,x '1 09 " .g ,..:. m;m _ 3.3 r sf Roof Live Load RLL 20.0 psf x 0.95 19.0 psf Live/Snow Load."4 LL SLl. 30.0 psf r. ,z'0.7-k I#x';0.74.; I-. J210•0 sfA ,0&w. 21A` sf Total Load(Governing LC TL 32.4 psf 35.7 nsf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CO(Is)p9; Ce=0.9,Cr=1.1, IS=1.0 Member.Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 0.62 1 1.2 1 1.15 Member Anal sis Results Summary Governing Analysis Max Demand @ Location T-Capacity DCR Result Bending + Stress 405 psi. .5.4 ft 1389 psi 0129 Pass s CALCULATION OF DESIGNWINU)wQQ-kQ-9-- M------ Mounting Plane Information Roofing Material Comp Roof PV System Type w _ SolarCity SleekMount""-_ __`� ' Spanning Vents No W--- .�— , Standoff Attachment'Hardware � "" �' '.x� }__:' ��:�� � Comp;Mount Type C�rs7.. 111477,: Roof Slope 230 Rafter Spacing r• ., 16"O.G - -- Framing Type Direction Y-Y Rafters urli P__"n_Spacing -- � X X Purlins Only NA" __ Tile Reveal Tile Roofs Only NA Tile Attachment S stem Tile Roofs Only_- - NA Standin Seam/Trap Spacing—, SM Seam On NA Wind Design Criteria - Wind Design Code ASCE 7-05 Wind Design Method. _ __ Partially%Fully Enclosed Method _ Basic Wind Speed V 110 mph Fig. 6-1 Ex os`ure Cate o_ ,- "- C _Section 56 6 3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height ,77.s-- �� �:� h,� �, � ,� �*. a°��,25 ft��s�.•. ��� , � �.Section 6.2 _ � sue,. ,.. ». .. Wind Pressure Calculation Coefficients Wind Pressure Exposure _KZ 0.95 Table 6-3 Topographic Factor g H. Kn 100 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor _II :. 1.0 _ Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down xGC wn A. -sx&-.0.45.E _ x.t Fig:6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable'Cantilever _.Landsca.e� Standoff Configuration Landscape Staggered Max Standoff:T ributary Area._- _ �. , ,, Trib;k 17 sf, _ PV Assembly Dead Load_ W-PV 3.0 psf Net Wind Uplift at Standoff_' __ T actual _ =349 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoemand Ca aci... 4-DCR ., x: 69 ff D .90/0 X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max_Allowable;Cantilever 7_� Portrait "-. 19'' __ Standoff Configuration Portrait. Staggered Max Standoff Tributary Area - Trib: 22_sf PV Assembly Dead Load W-PV 3.0 psf Net Wind.Uplift at Standoff Tactual -436 Ibs O T-allow 500 Ibs Uplift Capacity of Standoff _ �— Standoff Demand Ca aci �_• , '= � ;°-�-7 DCRv;�` `:� 77' . �.� � ,-�: �872%` • ', ��' ��� '� Town of Barnr% BAMNIsT Bt Regulatory Services P�°FINE ro�o Thomas F. Geiler,Dfre�jor*121 20 Ali R: 19 • Building Division w BARNSTABLE, r y� 63: $ Tom Perry, Building Commissioner °tE10) 200 Main Street, Hyannis 1DA�02{`�gCJN www.town,b a r nstab l e.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved. Fee: 5, — Permit#: . �O(, 16�_V S HOME OCCUPATION REGISTRATION Date: ' 2 - L( Name: Co c ✓" O 3A/-t CL(> Phone #: SO$` 7 37 5 Ll 6 5 Address: 3 2 G L l fr t.N Village: Name of Business:--_F"CL—S C(g___(A (Type of'Busilless: LIZ aS-G9 pl C7 Mal)/Lot: 21-/-7 DO 1 tot 3.4 INTENT: It is the intent of this section to allow tl)e resicleuts of tlhe'Toarn of Ii ll•nstal)le t'o opertte a'110Ille OC•C•Llpat1011 I;Ztllin single family dwellings;silbiect to the provisimis of Section 4.-1.4 of the Zoning ordinance, provided that the acti6ty shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no dLSLi�d alteration to tale premises Which Woulcl suggest;ulything other than A residential use;Ito increase in trrlffic above liolnlal residential volumes; and no increase in air or ground ater pollution. After registration atlth the Building Inspector, a customary 110me oCc•upation shall be perrifitted as of right subject to the f'ollolviug conditions: • The actkity is carried on by the perinahhenC resident of a single funny residential dwelling unit, located tvithill that chvelling unit.. • Such use occupies no more than 4.00 square feet of space. _ • There are no external alterations to the chvellirlg lrllich are not customary in residential buildings,<uld there is no outside evidence of such use. • No traffic will be generated ill excess of normal residential volumes.. • The use sloes not-involve the production of offensive noise, adbration,srlu)Ice, dust or other particuGlr•matter, odors, electrical disturbance,heat,glare, humidity or other objectionable effects. e There is no storage or use of toxic or hazardous tu'aterials, or flamniable or explosive materials, in excess of norm�d household quailtities. • Any need for parking generated by such use shall be met on the same lot collt<llllillg the Custolnsuy Home Occupation,-,uul not aazthin the required Front yard. • There is uo exterior stol:age oi•display of materials or equipment. • "There are no commercial vellicles related to flee Customary Houle Occupation, other than one aau or one pick-up truck not to exceed one ton capacity, and one toiler not to excecd 20 feet ill length and not to . exceed if tires,parked on the same lot couGliuing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Houle Occupation. • If the.CustOlWI y Home Occupation is listed or aclverlised as a business,the street address shall not be included. • No perso shall be employed in the Custom-,uy Home OcC•uf)atiorl who is'not a pelinaucnt resident of the dwelling it. I, the undersigned, h, read and agree with the above restrictions for Illy lhorne OCCLlpation I;un registering. Applicant: �-��� Date: YOU WISH TO OPEN A BUSINESS? , For Your.Information: Business certificates (cost 0.00 for 4 ears). A business certificate ONLY REGISTERS YOUR NAME in town (which you � must do by M.G;L.- it does not give you permission to operate.) You must irst obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: e- I Fill in please: APPLICANT'S YOUR NAME/S: G i ��� fl• )A �kA(,Un F BUSINESS YOUR HOME ADDRESS: 3 2 Gl,� �r'to.. t.� C�r.a�1 vi t�is 02 6.3 Z TELEPHONE # Home Tele hone Number SD$ p NAME OF CORPORATION: NAME OF NEW BUSINESS F(YA,5 e LA DS b . TYPE OF BUSINESS- L,),05 cA� IS THIS A HOME OCCUPATION? YES NO ADDRESS OF BUSINESS �l vC- 263LMAP/PARCEL NUMBER 01/7 66 (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GOB 2DD Main St. — (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town.. 1. BUILDING CO ISSI ER'S FFICE MUST COMPLY WITH HOME OCCUPATION This individ"en44af any permit requirements that pertain to.this type of business. RULES AND REGULATIONS. FAILURE TO COMPLY MAY RESULT IN FINES.. re COMMENT 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: Doc:914,352 04-01-2003, 8e13 BARNSTABLE LAND COURT REGISTRY / SPACE ABOVE FOR RECORDERS USE V WHEN RECORDED MAIL TO: COUNTRYWIDE HOME LOANS, INC. MSN SV-79/DOCUMENT CONTROL DEPT. P.O.BOX 10266 VAN NUYS,CALIFORNIA 91410-02613 DOCID#: 00090632758078 PARCEL ID #: 290-8 ESCROW/CLOSING#: Prepared by: T. ZEMEITUS MORTGAGE J (Line of Credit) 3e9 n THIS MORTGAGE,dated Ma r c h 27 2003 ,is between / GERALDO D BARACHO ALDEIDI F. BARACHO ro residing at 339 PITCHERS WAY, HYANNIS, MA 02601 the person or persons signing as"Mortgagor(s)"below and hereinafter referred to as"we"or"us"and COUNTRYWIDE HOME LOANS, INC. with an address at 4500 Park Granada, Calabasas, CA 91302-1613 and hereinafter referred to as"you"or the"Mortgagee." MORTGAGED PREMISES: In consideration of the loan hereinafter described,we hereby mortgage,grant and convey to you,with mortgage covenants and with power of sale,the premises located at: 339 PITCHERS WAY Street HYANNIS BARNSTABLE MA 02601 (the"Premises"). Municipality County State ZIP and further described as: SEE EXHIBIT 'A' ATTACHED HERETO AND MADE A PART HEREOF. The Premises includes all buildings and other improvements now or in the future on the Premises and all rights and interests which derive from our ownership,use or possession of the Premises and all appurtenances thereto. LOAN:The Mortgage will secure your loan in the principal amount of$35,000.00 or so much thereof as may be advanced and readvanced from time to time to GERALDO D BARACHO and the Borrower(s)under the Home Equity Credit Line Agreement _ And Disclosure Statement(the"Note")dated March 27 2003 plus interest and costs,late charges and all other charges related to the loan,all of which[sums are repayable according to the Note.This Mortgage will also secure the performance of f all o the promises and agreements made by us and each Borrower and Co-Signer in the Note, all of our promises and agreements in this Mortgage,any extensions,renewals,amendments,supplements and other modifications of the Note,and any amounts advanced by you under the terms of the section of this Mortgage entitled"Our Authority To You."The Note documents an open-end credit plan as defined in General Laws chapter 140D section 1,pursuant to which loans may be made,repaid and remade from time to time. HELOC•MA MORTGAGE - - - �- 2C4781MA(03/01) Paged of 4 ��� Initlaln: Town of Barnstalble ,,oFt"Ertl Regulatory Services Thomas F.Geiler,Director r � =AMSTABLE' " Building Division MAas. ArEn �a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable,ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# 2 01 I b 12 FEE: $��5 SHED REGISTRATION 120 square feet or less Location of shed(address) Village 6AIRA0H.-> Property owner's name Telephone number Size of Shed Map/Parcel# -tea n.Y a nature Date . yannis Main Street.Waterfront Historic District? GCS Old King's Highway Historic District Commission jurisdiction? Conservation:Commission-(signature,is;requir�ed)� CS gn-off.hours-for-C—onser-vation,&:- 0-9:30&3:30 74c30 ' PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. ?lST L-�Alo®T`�� PA �IEDFOR � MYA PLOTP Q-forms-shedreg REV:042506 i l 3 II �0 1 s CONCRETE �0 FOUNDATION N- TF = 26.8 LOT 3A 15,775f SQ. FT. 0.36f ACRES , _ 0 � 2 40•22� R-210. 0 oN1VE CI IFT 3 1 9 JOB# 02-075 CER TIFIEff FOUNDATION PLAN A FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT PREPARED FOR: 32 CLIFTON LANE` I LOCATION CENTERVILLE, MASS. JOAO JUNQUIERA SCALE f = 30' DATE JULY 30, 2002 REFERENCE PLAN BK 103 PC 75 ASSESS. :MAP 247 PCL 1 j I-HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE (MOUND AS SHOWN HEREON. . off. 508-362-4541 1 fax 508-362-9880 fl down cope engineering, inc. ! y r CIVIL ENGINEERS LAND SURVEYORS / 939 main st .yarmouth, ma 02675 / DATE RE;. LAND SURVEYOR Town of Barnstalble. °ft"E Regulatory Services Thomas F.Geiler,Director -' EARNSTA8EZ, " Building Division v s63q. �m� Tom Perry,`Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 PERMIT# 2010 12 Q 8 FEE: $-?S-o SHED REGISTRATION 120 square feet or less Location of shed(address) Village (9e dM ZAG"o . Sod �17- 5 '-�6 Property owner's name Telephone number 10 x 12 ,19 '7 — GO Size of Shed Map/Parcel# nature Date =, yannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE.. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED .BY A . PLOT PLANT Q-forms-shedreg P.EV:042506 r Town of Barnstable CF THE 7 Regulatory Services P� ti Thomas F.Geiler,Director anruvsTnare Building Division v iKas§ $ Tom Perry,Building Commissioner �jOiFp �a�� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 AwDroved: Fee: Permit#: HOME OCCUPATION REGISTRATION Date: I �Vob Name:. o) S�Lk)C� Phone#: 1 p��2 Ga J Address: Q, l.L\�No 0 Village:��N�C,l'� yl L Name of Business: _ \ ^7 Type of Business: (J,� 1y Map/Lot:7)10 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 is 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 \and agree with the above restrictions for my home occupation I am registering. �`N y V Applicant: �� c �V \� Date: r Homeoc.doc Rev.5/30/03 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates [cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1'FL., 367,, Main Street, Hyannis, MA 02601 (Town Hall) 00 t k ,;` DATE: O �� eV* P NN ` Fill in please: " ft, R"fi ORNA, APPLICANT'S YOUR NAME: �' �� { US E 5 YOUR HOME ADDRESS: C1,\ to �• TELEPHONE # Home Telephone Numb NAME_OF NEW BUSINESS: TYPE OF BUSINESS V► fq GN IS THIS A HOME OCCUPATIONI.. YES NO Have you been given aRproval from the buildfpg division? 'YES N ADDRESS OF BUSINESS MN MAP/PARCEL Q(0 When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COM S ER'S This.individ qla 0en i d ny permit requirement that pertain to this type of business. Authp ' e ture** / , COMMENTV�N . rO FCT� 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized.Signature* COMMENTS: . 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town [which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1 eC FL., 367 Main Street, Hyannis, MA 02601 [Town Hall) DATE: O Fill in please: ` APPLICANT'S YOUR NAME: ayl\\��,N c Pr IW4Q IN 4 a .es, US E S YOUR HOME ADDRESS: IQ CIA�_N lr to VI TELEPHONE # Home Telephone Numb NAME OF NEW BUSINESS TYPE OF BUSINESS W- N IS THIS A HOME OCCUPATION,>.. YES NO Have ou been given a roval from the builds division? YES: N Y 9 RP n9: 2 / ^� ADDRESS OF BUSINESS �, `.cJ MAP/PARCEL NUMBER SoG O L When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in.obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING CO S ER'S O I This individ al as n i d ny permit requiremeFit that pertain to this type of business. Autho ' e ture* COMMENT r U - d C b =ehCD&"a_u dd)- VhL&4,� )JI) +W Z_01&A 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized.Signature COMMENTS: . 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) . This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY !' PARCEL ID 247 001 GEOBASE ID 15149 ADDRESS 32 CLIFTON LANE PHONE j.* 9Ma9;i—^12T?T ZIP sy � r LOT e en BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 66442 DESCRIPTION CERT...OF-OCC. BLDG.PMT#62282 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory Services I TOTAL FEES.:_. .. _._ ..... . - BOND $.00 -- j CONSTRUCTION COSTS $.00 5 756 CERTIFICATE OF OCCUPANCY 1 PRIVATEBARN LE ' MASS. JI f 039. �D MP I BUILDI ISI6N) BY ,�---. DATE ISSUED 01/16/2003 EXPIRATION _DATE NJ 't pit TOWN OF BARNSTABLE RUILDI�NG PERIJI _PARCEL ID 247 001 GEOBASE ID 15149: ADDRESS ' 32 CLIFTON LANE PEON W- _ ,AbDtPORT ZIP ' - LOT C 0' 4 � ' ,BLOCK LOT SIZE DBA. DEVELOPMENT DISTRICT CO PERMIT 62232 DESCRIPTION 3 BDRM, 1 BATH SINGLE FAMILY- PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: PROPERTY OWNER Department of Health Safet ARCHITECTS: P y and Environmental Services TOTAL FEES: . $853.52 BOND $_00 r �tNE CONSTRUCTION COSTS $235,008.00 101 SINGLE YAM HOME DETACHED 1 PRIVATE * 1ARMABM ; `> MASS. 039. Al FD� BUILDING DIVISION BY DATE ISSUED 07/10/2002 EXPIRATION DATE TOWN OF BARNSTABLE ,* BUILDING PERMIT,-' PARCEL ID 247 001 GEOBAS� ID 15l`A9 f ADDRESS 32 CLIFTON LANE E f pp. NEa W-MY ANN.T SORT ZIP LOTC, t ! i BLOCK _ LOT SIZE D$A DEVELOPMENT DISTRICT CO�. PERMIT 62282 DESCRIPTION 3 BDRM, 1 BATH SINGLE FAMILY— PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BL'DG PMT CONTRACTORS:• PROPERTY OWNER Department of Health, Safety ARCHITECTS and Environmental Services TOTAL FEES; $853.5. , BOND , $.00 x �tllf 1 CONSTRUCTION COSTS 235,00800 ,, 1►� 101-:, SINGLE FAM HOME :DETACHED 1 PRIVATE '�+ �' • + BARNSTABLE, _. MASS. i639. _-_ BUILD I_XG3 B. ISIO BYX k DATE `,,ISSUED 07/1.0/2002 EXPIRATION DATE —� I' 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 S� �= 3 �� 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 �.�, (�� B ARD: EALTH R: SITE PLAN REVIEW APPROVAL ; Pill WORK SHALL NOT PROCEED UNTIL PER T WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE 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. �pi l l t, � �� i i � e q n,_ sr {.:: t �� .� xk� � ��� � t., .i': :. -. I� II �. _—�—� � RESIDENTIAL BUILDING PERMIT FEES , APPLICATION FEE R New Buildings,Additions $50.60 ~ Alterations/Renovations $25.00 Building Permit Amendment $25.00 - FEE VALUE WORKSHEET NEW LIVING SPACE _ square feet x$96/sq.foot= 3� "8. ---_ 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.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= (mar) 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 projcost 'i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ( � Map Z Z eP-arc I Permit# Health Division /++5 C�2 � 2 3 Date Issued ®•� Conservation Division L d PZ,W y Fee Tax Collector ��(/o� p � Treasurer t�'l�/� SEP TIC, SYST E Pip IWUzST 1!3 INSTALLF-®IE �rts �IL Planning Dept. WITH TITLE 5 Date Definitive Plan Approved by Planning Boa d c? . ENVIRONMENTAL L ���'�'• Historic-OKH Preservation//ryryyannis Project Street Address r2. Cc( F5'1 o,,-j L A v ` 1 Village t 1 l(_ Owner ::�0AQ JuN(Zuc-t a Address � � 43/cyx I52 uxs iA�- Telephone SO 08 0-,6 „7 _ W Permit Request Eu' l`l c' �7N�e -siozzA e No oF70�4e_ ,S' ki 11V6Z-Vd1AJ CeJ ®� Ve ' Z-7,v_N N e A)ORA 1141IT L !�� ��i�ov�Co��°c�����o ����D t��L� /-7is ���/f cage%i a✓�o� ��e�s1 -���°� I� Square feet: 1 st floor: existing proposed 9 3D6 2nd floor: existing proposed Total new- 3 S'� Valuation 2,)SXVo•o® Zoning District 8 Flood Plain — Groundwater Overlay Construction Type c7O'Q Lot Size lS Z Grandfathered: Wes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family �r Two Family ❑ Multi-Family(#units) F Age of Existing Structure Historic House: D Yes ❑No On Old King's Highway: ❑Yeas O=No CD Basement Type: LYFull O Crawl ❑Walkout ❑Other coBasement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) I o Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new rn Total Room Count(not including baths): existing new First Floor Room Count _5 Heat Type and Fuel: 61 Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes q No Fireplaces: Existing New�_ Existing wood/coal stove: ❑Yes J4o Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing 2fnew size VXZghed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use. Proposed Use BUILDER INFORMATION Name t-,AJ tjC t A/� Telephone Number Address 0 92OX e License# r- d r�N 1 J P0M - C>Z,6-1 1 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION RI RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 0 6— O r FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED ' MAP/PARCEL NO. - r ADDRESS VILLAGE ^� OWNER I E- DATE OF INSPECTION: FOUNDATION ,r FRAME INSULATION ! ' / 6 FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL + FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. �J LAW OFFICES OF PHILIP M. BOUDREAU 396 NORTH STREET HYANNIS,MASSACHUSETTS 02601' Telephone:(508)775-1085 Telefax:(508)771-0722 E-MAIL:pmichb@capecod.net Philip M.Boudreau Philip Michael Boudreau Mark H.Boudreau ` May 16, 2002 Thomas Perry, Building Commissioner Barnstable Town-Hall 367 Main Street Hyannis, MA 02601 Re: 32 Clifton Lane ' Centerville, Massachusetts _. Dear Mr. Perry: I represent a prospective purchaser of the.above-referenced property and would appreciate it if you would confirm that the property has retained its status as a buildable-! lot. } For your information,the property is shown as Lot 3A on a plan of land recorded . with the Barnstable County Registry of Deeds in Plan Book 103, Page 75, a copy of which is enclosed. Title to locus is presently held by James S. Brustas, who purchased the property (with his wife, wh6 is deceased) on August 6, 1962. (Copy of deed . enclosed.) I have run the record title to locus and'all abutting parcels and find that this lot has been held in ownership separate from all abutting properties from August 6,1962 to the present. If you have any questions or need any further information, don't hesitate to calla Thank you for your assistance in this matter.- 3nc'�ely, --P ili `Michael Boudreau PMB/hcg Enclosures r 12/18/2002 WED 12:03 FAX 508 862+4711 TOB DPW - Engineering �002�'003 oFtr�tq�, « RARMAMX,MAJM � Town of Barnstable Department of Public Works 367 Main Street, Hyannis MA 02601 MCC 608-790-6300 Thomas J. MuRen Fax: 508-790-6400 Superintendent Subject: Road Opening Permit, Map/Parcel: Date: Dear Property Owner, Pursuant to the Town of Barnstable,Street Excavation Rules and Regulations,adopted March, 1995,you are hereby notified that the Engineering Division does not have an approved road opening permit on file for the work:that was performed on your property located at U FzMf�:) LAAje in the village of -�ry Please be advised that failure to comply with the requirement of obtaining a road opening permit froth the Engineering Division may result in a fine of$200,00 per day until a permit has been applied for and approved as defined under section 5.40 of the referenced order. Please contact me at this office Aithin 3 working days from receipt of this notice to resolve this issue or procedures will comynence to process the fines. incerely, Robert A. /ece�r� nn,P.E. �� Town En tg i'(.I la Em 15 p7l"IM ............... xg: 'Mr, �.r.44 x ril,gd, �,.-�{..�'r r4 ,7'd,�S9r�,7.,�.�r�' ++5•^^rT,�aY'�vd�}rl Y,�i�AV'>)4}'tT•s,ti_ .ry��h�3�'.. r ,��,ry�r •+"�a�J7W� 'YJ r 19 �,�.".rJ .��`"' Fvy'�''�,�'+" W,Y 1'�y Y¢4r ........... 1 o Ak.>t*s n...,...� „r,�.Sr:F :n7.1�/ n Yl.,r ..(Y1 .�,Yrr'{)r P5 )";�,{+n,•.rn• ¢f,,�, Y A. yr,7` 'y 1 ,`mA• r4 d wriF, ;V'79v rw 1 STOP 12/18/2002 WED 12:17 FAX 508 862+4711 TOE - DPW - Engineering �002/004 j.4 yt uAxsraBM • aA. Town of Barnstable Department of Public Works 367 Main Street, Hyannis MA 02601 Office: 508-790-6300 Thomas J. Mullen Fax: 508-790-6400 Superintendent Subject: Road Opening Permit, Map/Parcel: 2(47.Od f Date: —Lee. i B) aooa. Dear Property Owner, Pursuant to the Town of Barnstable, Street Excavation Rules and Regulations,adopted March, 1995,you are hereby notified that the Engineering Division does not have i; g c an approved road opening permit on file for the work that was performed on your property located at: C La LA A.; >� in the village of C 7�, k y i 1 (e, Please be advised that failure to comply with the requirement of obtaining a road opening permit from the Engineering Division may result in a fine of$200.00 per day until a permit has been applied for and approved as defined under section 5.40 of the referenced order, Please contact me at this office within 3 work-Ing days from receipt of this notice to resolve this issue or procedures will commence to process the fines. �incerely, Robert A. Bann,P.E. Town En Beer r � Property Location: UCLIHONLANE MAP ID. 247100 V I/ ;'Won ID. 1732D Other ID. Bldg V.- I Card I of I Print Date..12/18/2002 11.29 7 BRUSTAS,JAMES S Coefa .4ppynised Value Assessed Yafme o %JUNQUE(RA,JIDAO L-YR RES LAND 130D 48,600 48,6D0! Sol <= 396 NORTH ST Ur F E DATA-Barn.,MA RVANNIS,MA 0201 + SUPPLE.!WfFATAL DATA!i Account 4 151490 Plan Ref, 1031075 -Tax Dist. 300-CENT I-and Ct4 Per-Prop. ftS R Life Ezltiac- "SI"N ODL I LOT 3A Notes: 'iML 2 Gis I'D. 17320 Total 49,001 48,600 ASSESSM—FAWS- AA - V— i- LINQLIEIRA,J AGLTR 15371/003 D706M02 Q V 80,00 00 Yr. Code l AssessedVatoe Yr. Corte.l Assessed6'qfiw Yr. Gode. ,Issessed LaIme SHUSTAS,JANIES S 68I8f823 0711511999 U I I IA 2003 1.400 45,100 1002 130D 45,100 ZODI 1300 45,IUU BRUSTAS,JAMES S&- 116715914 Q 0 Total- 45.100. 45,100 Total.- 45100 This signature acknowledges a visit by a Data Collector or Assessor Year .4moung Code peympnon- XU.&cr Arm., Co..kt. Appraised Bldg.Value(Card) 0 Appraised XF(B)Value(Bldg) 0 Appraised 03(L)Value(Bldg) 0 km = Appraised Land Value(Bldg) Special Land Value Total Appraised Card Value 43,60D Total Appraised Parcel Value 49,600 Valuation Method: CostAtiorket Vmhjaliom� et Total Appraised Parcel Value 48,600 AE Qrsgjp1iqn Amoun! i INSA Dale 1 9%cam 1 Date Cmmo. camnienis Bate CAD Mi- pf Use Code Descri Lion Zone D IFronfavel Depth Units Unit Price I.Factor SJ C Factor. j'%rbhd. 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M}r fpk�{�•+w�M J4�}d'.s.4.�:,,t'�,:,r.{v�.,.{1.',,�1.:n..1rvrp�"�:i.,;t�Ji1.r An•rr•n.�•�.,��'•lr.^4tr4 r.Cr'i",�.y'{•„yr.7.p°y".'..'v;45�y1&rbgZG,�:f A:rnJ!.Yr�yir�,.a:?.:r,�.a,vry a.:lrn..yvx;r"urY.yn4r^r Y.rri•A r?�.i Ji,1�.�"Jr�l.1ne!Y..^rvuviX.yrrx.Y�%,,y i,?'.�'k,�}4.LYAA.,iL4•i 1� yr. ,t�nv:+:2 l�!t'Ni e' A Af H79rp*V,M IIPn?yi9^'Y YAr ,4 :r4'+M '^'� { '� y ", Affidavit of Substantial Financial Interest I, o �J w rn of , on oath depose and state as follows: 1, I am an applicant for a building permit for the property located at Map 2-`Z , Parcel Oo The address of the property is --:3 Z pi 2. 1 have 100 % 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 , 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 '0 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 0 building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted C7 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 perju day of-, 200_. 2001-00501affin 1 Q/LOTTERY/AFFIDAVIT i P`pF IHE Tp The Town of Barnstable N� p�BAR Department of Health Safety and Environmental Services • ASS. nv nm O i679. �0 pTFo Mpg Building Division 1 367 Main Street,Hyannis, MA 02601 ' fit Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: Fo,40 1 u'Y a(}C- /'W `�, Map/Parcel: /aa / Project Address: �� �� / /= 7'G// ,��y. Builder: 3 d 0p o J—V/4 4_Ig-E_11rI The-following items were noted on reviewing: �5 /z fh'rL Coo) ak rg—,o L 3)? U )9 s 04 CG 9'c-T, i>2 V,-_,-12, 5� l TrtC- �I,c��ss //o7- S�Qwx 'R/?. o o5 P,9,7-4 /og. hjr,'*er'C2 W,'erg-71Hr- jysT,�s - 326�,yu2�sak 7) �eZom 5U pp./-/ �5 YL//yl t3 X( �� � N5/���>� I�/2/6/Z �/G�/�C/G �i��i�« Reviewed by: L Date: q:building:forms:review 1187 come!ONWEA_Mf;j 7r1A$3AGHF Sr1 f3''` m r •mot -_—_----- ,; _� !'C;= m P.O.'I40O 0 — XQR�Wi�4Y g M J 3 w v > xktm�c tTr, t;7I z v c¢i Efttos....my......hand and seal this..............2md day of................Au&uFt.........19.6.?ar. r o ••• Trustee as'aforesaid. z 7) < ............................................................................... ............................................................................... 0 � Z. z Q w . ii ................................................................................ ................................................................................ w D S a Z N Z42 (amumnttmraltll of Aaasarllusrlts — z PLYbfOUTH, ss DUXBURY, August 2, 1962. Q F- N 00 Then personally appeared the above named FRANK L. ELKIN, TRUSTEE as aforesaid, > 0 x and acknowledged the foregoing instrument to be his free act and deed,hofota= as TRUSTEE � LL LL _ a of the LEONARD TRUST, before me ••••••••••• Clement A. Briggs, Nota y public My commission¢pire9 November 5, 1966. Barnstable, ss., Received August 6, 1962, ,#,nd is recorded. KNOW ALL MEN BY THESE PRESENTS, that I, FRANK L. ELKIN, of that part of Barnstable, called Osterville, Barnstable County, Massachusetts, TRUSTEE of the LEONARD TRUST \ under written Declaration of Trust dated April 1, 1943, and recorded in Barnstable County Registry of Deeds on May 22, 1950, in Book 751, Page 388, 3A J kabt&xv=trm�4* for consideration paid, grant to JAMES S. RRUSTAS and PHYLLIS MARY BRUSTAS, C husband and wife, of Somerville, Middlesex County, Massachusetts, as tenants by the `moo entirety and not as joint tenants nor as tenants in common, ` %1,/ uE with guittlaim murnauts: O O ftt�cfsa:�dt¢ i The land situated at Craigville Beach Estates, so—called, in that part of Barnstable called Hyannisport, Barnstable County, Massachusetts, being Lot 3A as �¢ shown on a plan entitled "ReSubdivision of a Portion of Block nFn (comprising 4 _J Lots #2 to #32 inclusive) at "Craigville Beach Estates"West liyannisport — Barnstable — 3 .w Mass. Property of Alfonso Cannata'?, dated March 11, 1952, Bearse & Kellogg, Civil z Engineers, which plan is recorded in Barnstable County Registry.of Deeds, Plan Book < 103, Page 75. i Being a part of the premises conveyed to the Grantor by Pioneer Industries, Inc. 0 by deed dated March 27, 1961, and recorded in said-Barnstable Deeds, Book 1109, Page z z z 42. 0 r < Z . w w H � Z cn C0im".I:7E.MTH CF hIbSSACHGSE'Ti kiabwdc Cn LL The Commonwealth of Massachusetts Department of Industrial Accidents ' � =- '- - 01fICCOf/DYeSI/g8l/ODS ' 600 Washington Street Boston,Mass. .02111 Workers' Com ensation Insurance Affidavit name -S-OAo Q V C (M location: 3 2' ci I am a homeowner performing all work myself. . ❑ I am a sole proprietor and have no one workin m' capacity %......%��%%/MEMO/%MEME/E/111%%%%% I am an em�loyer providing workers' compensation ❑ P...............................::::::::.:::....:.::.::......:::::::::.:..................:::::::::::::.:.::::::.::::::::::..............:.:::::::.::.::::::::.::.:::::::::::..::...............::_:.::.:.:::::::::::............:.:: mma nm :....:. :gd8res `isuranc 'ahcv ❑ I am a sole proprietor;general contractor,or homeowner(circle one)and have hired the contractors listed below who have the followingworkers' compensation polices: ......................... .......................::.;..::.:::::.:::::::.:::::::::.:::::::::::::.::.:.:::::::.:. com an <nam :i}:i:' :::i - .......... "lion >'p ............. ::::t.;:.:.::.::...:...:.... ::::::::.:..................................:...:..::::.. :;t >: ;{-ii=ii�:•ii:•:�:4:hi;;:::.::?iiiii:>i::.`::.`:.':::. :':::::i:-::::is:is•::•.iiii;i::i-.�:. -i;iii:::; ................................................................................... ...... ....... ...........................:.:y'.iii:??;<:.t•::v^:•i:i;;ii•::i•;.i}:... iiii:ii•ii:•;ii:<?i:iii•iiiiiii:ih: :::ii::i:i':i:?•:��::•:.�::.�:::::.�r:::i•:�i: .::•:.�:::..........::....;:•:?iiv:.�:::•::•::w:::::::.:v:x{? i':!ii•}'i•:•^}iiii}:w:::::.�:::::v::hiii::•i:ii:Ji::v::•:::.�:.�:::::•::::::.�::. '..: : �:::::•...... :insumnceco i;:.;:;.;;:;.:..:.<;:.:..:.;:<.;:;:<.;::.:.:<.::::.:::.::.:.:::::.::::.:::::.:::.::::::.:.... ...................................... ohcv ::........ I. . ................................ ......... .......... c as .r m address.. `on 'CL h ............. >> �Zl1ill�lllCC ji. Faibm to secure covers;e as ieq�ted raider See4ion 25A of MGI.152 can lead to the imposition of crhninal penalties of a fine z two. and/or one years'impri+omueat a,weIl m eivfi penaltles in the form of a STOP WORK ORDER and a Sue of$100.00 a day against ma I understand that a copy of this statement be forwarded to the office of Investigations of the DIA for coverage verification I do hereby certify the pains and penalties of perjury that the information provided above is trw and correct Signature Date Z� ' O L Print name 0 —� U C1 Phone#1 �� r ��� ------------------- ofddal use only do not write in this area to be completed by city or town official city or town: perndt/license# OBuIIding Department ❑Licensing Board ❑check if inunediste response is required ❑Selectmen's Office ❑Health Department contact person: Phone#; ❑�e'�— (roved 9195 PIA Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein; or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section`25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until ce of compliance with the insurance requirements of this chapter have been presented to the contracting acceptable evidence p q� P authority. Applicants Please fill in the workers'. compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Departrnent of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the pernut/kicense number which will be used as a reference number. The affidavits may be returned io the Department by mail or FAX unless other arrangements have-been made.- The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth.Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 t 1 it d Y L. ,ga, Ty it-77 SF"Tt.a F-� hf VxT. y�J "" .� c;f '=` `.;r'�{{':,+ t .:I"M �'e?i ✓�``:.. Fa,.�_p6, � ,i. _ -F ' i!6 A � ar# �w .i•' :�,�� R, `,� •�^• 3"bYA� y,Y: MR..?�ve' 'r'✓' t'�a7 a r,�� -.r r� -'� • t.a�.r�P fi �'kr� = E i,k'4"'i'" i �`�,«�,, }�,• r 4a � ' Re"�` _a t z ti. ? y a �. Y _ } �.r •ham .64.'• ..�� t I '�-�� �'�` ���..f's' e3`+��a' �, ?t w 9,,'r � �k���r.•.4Ys,+;�'M.. � 't '��C7''� C."l� 1 "th 44 ;fw a A� a,.�• -„�• t^+ t �-.s' t.P �� �'.-^ �F -{ °�..:• d .k��" �;x., ,�1� .wa.`� � -�Pw-� �a�+y� G' •��� "����x��+`����`��`t "RF ""�`r"i geG1„ � �,�y. 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RM �816f,0Vi to *� irk ' � « ✓,a i 32:Cii' on Ln °Centervi s +� fi25 s: I rx, i. K� r Sri,.� <. -...�....� - ��d.: J � w ♦ "• .+ �� s" :$ <�� .� st�+,.�Y`�+��_ _'-- � ����� ,� .x� ),� ►`'�• ��'t�,�,�a.ter`'�,`i'4 3 ���� yg�•�<�lA6`=�v c � �=�F e� t�Yr�9i'^'��.. a .s �,4a•+�,�'��z. 40. 's'"�'c;;F'4 .�"'�4�� �v^`�rv,»s:�,,..-t•.a:�.- .1.�, 1. ,�s �7..,.t �:aa�. �'A+�.L4 z 1, wR"n^�„--'>'♦�` '��5._�i i� '!f �r3riie� ��" M "Y� �� y s ...��,,7,,� Ni rs ti.•z. \��-.. •.,,.��� 4.. �' r'`��.a tea;S+�.r '_ z c Iriv �"� ,fly ' `" �� r` � r ��'`#'�. ,� ••, ,�. ,."� ! � Z�.. 3'2 C � u e. . y y � p i #1'' .�i' •,}.'y+�{.t.� ^j #�� ,saw F ".art`• 7 w"�MR,�!,.s — r .r..... � - 8/6102 32 .Clifton Ln, Centerville ;��_ rc ��yya Al ��� Y fit;-�,,{Ca '"r,�.{�v��t� w � r _. _F �,•. �� �k� .1� �:., k ,:1 €+Y � / t 3�. � I M Scheck COMPLIANCE REPORT Massachusetts Energy Code ( Permit B MAsehack Software Verasion 2.01 ( Checked by/Date CM: Barnstable STATE: Massachusetts EDD: 6137 CUNSTIMCTICK TYPE: 1 or 2 74aily, Deta+cbed HEATING SYSTEM TYPE: Other (Non-87.ectric ReXistance) DATE: 6-6-2002 DATE OF PLANS: 6/6/2002 TITLE: CUSTOM RZOIDINCE MR 32 CLIFTON ROAD COMPLIANCE: PASSES Required UA - 525 ,,Your home a 465) Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ----------------------------------- ----------------------- _-_-___--_-_-_ CEILIVGS 1586 30.0 0.0 56 WALLS: hood Frame, 160 C.C. 2544 15.0 0.0 196 GLLZr=: Windows or Doors 302 0.400 121 DOORS 42 0.400 17 FLOORS: Over Unconditioned space 1586 19.0 0.0 75 HVAC EQUIPMENT; Furnace, $5.0 AFUS ------- ----------------------w -_--_--_---------------____--_-------_--_--__- COMPLIANCE STATOWT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted frith the permit application. The proposed building has been designed to meet the requirements of the Mas4achusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 12S% of the design load as specified in Sections 780CMR 1310 and J4.4. �� Q Builder/Designer I K&Scheck INSPECTION CMMLIST Massachusetts Energy Code MAScheck Softvare Version 2.01 CUSTOM RESIDENCE FOR 32 CLIFTON ROAD DATE: 6-6•-2002 Bldg- 1 Dept. f Use { f CEILINGS: E I 1. R-30 { comments/LocatioA f WALLS: E l f 1. Wood Frame, 16% O.C., R-15 { Commenta/Location { WINDOWS AND ASS DOORS: [ I { 1. U-value: 0.4 { For windows without labeled V-values, describe features: { # Panes Prame Type Thermal Break? [ j Yes [ No f Commenta/Location f f DOORS: [ j f 1. V-value: 0.4 f Comwants/Location { F=RS: [ 1 { 1. Over Bnconditioned Space, R-19 { Comment$/Location { RVAC PKW: [ l { 1. Furnace, 65.0 ,LM or higher Make and Model Humber f XIR LEAK Q : { j Joints, penetrations, and all other such openings in the buildingr envelope that are sources of air leakage must be sealed. When installed in the building envelops, recessed lighting fixtures { shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. { 2. Type IC rated, in accordance with Standard ASTM B 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the { conditioned space to the ceiling-cav;ty. The lighting fixture f shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. { VAPOR RBTARDBR: [ j Required on the warm-in-vinter side of all non-vented framed { ceilings, walls, and floors. MATERIALS IDENTIFICATION: Materials and equipment must be identified so that compliance can { shall Beet one of the following requirements: { 1. Type IC rated, sannfaatarad with no penetrations between the { inside of the recessed fixture and ceiling cavity and sealed or {. - -gasketed to prevent air leakage into the unconditioned space. { 2. Type IC rated, in accordance with standard ASTM B 283, with no more than 2.0 efm (0.944 L/s) air movement from the the { conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure { difference and shall be labeled. { { VAPOR RETARDER: [ ] { Required on the wars-in-vinter side of all non-vented framed { ceilings, walls, and floors. MATERIALS IDMITIFICATIOR: t ] Materials acid equipment must be identified so that compliance can { be determined. manufacturer manuals for all installed heating and cooling equipment and service water heating equipment most be { provided. Insulation R-values, glazing U-values, and heating { equipment efficiency must be clearly marked on the building plans { or specifications. { DUCT INSULATION: j ] i Ducts shall be insulated per Table J4.4.7.1. { DUCT CONSTRUCTION: [ } { All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or } joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted here gaps are less than 1/8 inch. Duct tape is not { permitted. The HVAC system must provide a means for balancing { air and water systems. { Taeunu $ CCETR=: j Z Thermostats are required for each separate HVAC system. A manual { or automatic means to partially restrict or shut off the heating { and/or cooling input to, each zone or floor shall be provided. {rHVAC B=PIUT SIZIN6i: [ } Rated output capacity of the heating/cooling system is { not greater than 12S% of the design load as specified { in 'Secti.ons 980M 1310 and J4.4.' j } f SVIN41NO PGOLs All heated .svimming pooh must have an on/off heater switch and { require ,a Cover unless over 20% of the heating energy is from { non-depletable sources. Pool pumps require a tiara clock. E I { HVAC PIPM INSULATI0K: SVAC piping Keying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.): { I PIPE SIZES (in.) ` HEATING SYSTEMS TEMP (1) 2• RU S 0.1• 1.25-2" 2.5-4• Low pressure/temp. 201-250 , 1.0 1.5 1.6 2.o j Low temperature 120-200 0.5 1.0 1.0 1.5 j steam condensate any 1.0 1.0 1.5 2.0 j CDOWIC SYSTEMS: j Chilled water or 40-55 0.5 0.5 0.75 1.0 j retrigerant below 40 1.0 1.0 1.5 115 I ] { CIRCULATING RDT WATER SYSTEMS: j Inaulate circulating hot water pipes to the following levels (in. ): ( j PIPE SI M (in.) j -CIRCQL TntaR j CIRCtT wiw xAIE'S 4 Rusms 8SAT13D WATSA Taw (F): RMKMS 0-1" 0-1.2S' 1.5-2.0" 2.0+" f 170-180 0.5 j 1.0 1.5 2.0 j 140-160 0.5 j 0.5 1.0 1.5 100-130 0.5 j 0.S 0.5 1.0 j ----NOTES TO FIELD (Building Department Use Only)--------------------- S . . fi j 9 O. �0 CONCRETE �0 FOUNDATION TF = 26.8 1°c LOT 3A 15,775f SO. FT. 0.36t ACRES 0 i _2�0 L=�40"22 CL IFTON ENE s a , JOB# 02-075 CERTIFIED FOUNDATION PLAN a FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT PREPARED FOR: 3Z—CLIFTON LANls' LOCATION "�CENTFRVII Jss: JOAO JUNQUIERA SCALE 1" = 30' DATE JULY 30, 2002 REFERENCE : PLAN B% 103 PC 75 1 ASSESS. MAP 247 PCL 1 I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. `t1� OF t off. 508-362-4541 AM G fax 508-362-9880 04 down cape engineering, Inc Ift 2100T CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouth, ma 02675 DATE REG. LAND SURVEYOR t 32 CLIFTON RD � �NST��L M55 LIST . OF F-,, AUJlNG5 ' -1 FIRST FLOOR FLAN A-(o FOUNDATION FLAN A=2 5ECOND FLOOR I=LAN ` A --I FLOOR FRAMING FLANS A -3 FRONT 4 RIGHT ELEVATIONS A-8 ROOF FRAMING FLAN i A -�4 R,EAR 4 LEFT EL VATION5 A- 3 T�'�'IC ;� L WALL S�CTI® N A-5 i;�00F FLAN A"IO IJJ NDOW 4 DOOR 5CHEDULES *GENERAL t SUB CONTRACTORS SHALL vERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS t STARTING CONSTRUCTION.ALLSTATE t LOCAL BUILDING CODES SHALL BE ADHERED TO.ANY DISCREPANCIES&HALL BE BROUGHT TO THE OWNER OR ARCHITECTURAL$ATTENTION, DO NOT FIELD MEASURE DRAWIN06 FOR LAYOUT PURPOSES.ASK QUESTION5 SMOKE DETECTORS O.K. CUSTOM .RESIDENCE VB°•P-& DRdWhlB7 CO CALHOUN PR4¢VNG NO 7Y9ftO . DATE 6dl lvl6lD f'R - TITLE TITLE SHEET 4S BLE BUILDING DEPT. A IR G N I T E G , T U R A L 5 16 4 3 BEACON STREET, NEWTON, MASS. 0246B 611-964-T965 w � COPY bo'-O° as'10" 7,-o„ 24'-2" NOTE 4 MECH.VENT 7 TOILET 4 DRYER " 3�3 a' " ®" MIA TYPICAL EXTERIOR WALL _ FRONT 4" CEDAR CLAPBOARD Tott' SIDES 4" CEDAR SHIGLES SIDING� r � -# 151b5 FELT BUILDING PAPER KITCHEN * 2 'D - 1/2" EXTERIOR SHEATHING . GARAGE WALL 4 CEILING * -2" x 4" STUDS 6 16" O,G. C51REATFAST AREAS 7 I` -5/8" F.R.DRYWALL 4 0 - HEADERS /DOUBLE 2"xl2" W/ I/2" PLY WD R-15 HIGH DENSITY BATT INSULATION r ( [LECTORSMOKE? mil POLY VAPOR BARRIER' 3,�e FIRE DOOR _ - 1/2" BLUE BOARD W/ I/S" SKIM COAT PLASTER = A"" ® - CONC.STEP = _ -PAINT INTERIOR 3 COATS EXTERIOR 3 COATS - - 4 E ER , 4 4 = DOUBLE 1 3/4 x Il US_LVL� _ Q `- FIRE PROOF ALL WALL PENATRATIONSI WITH 4 X 4° SOLID FIR P05T5 2 e 4-0 WF12X6b STEEL bEAM WITH 4 IAM. fEEL COL 6 — `r TYPICAL FLOOR 515TEM en - a CAR GARAGE '_ 1 1 '� e9 SMOKE -3/4" Ti G PLYWOOD SUBFLOOR 5CREWED4 GLUED-TO FAMILY 1200M 1 IriiN o M# �DETE iOR' 4 - 2"x12" FLOOR JOISTS na 16" O.G, 4 - 'fZERf�o Gt IiRENCE DIRECTS m - 2"X12" SOLID BRIDGING 4 VENT GAS LOG FIRE BOX'11 o u? 50LID WOOD FIRE BLOCKING o 4 © © L DOUBLE FLOOR JOISTS UNDER PARTITIONS 4 EXTERIOR WALLS 4 © 0 Ell 0 q 9 9- -(BASEMENT FL )R=19 BATT INSULATION. -.'FIRE PROOF ALL FLOOR PENATRATIONS 33-O 4 4" .3'-0 D 4,- ° 3 4-0 4-6 3'-0 4-6° 14'-O" y� *GENERAL 4 SU6 CONtRAGTORS SHALL vERIFY ALL AIMENVONS PRIOR TO ORDERING MATERIALS* STARTING CONSTRUCTION.ALL STATE 4 LOCAL BUILDING COPES 5 4ALL BE APHERED TO.ANY PISCREPANCIES&HALL BE DROUGHT TO THE OWNER OR ARCHITECTURALS ATTENTION. PO NOT FIELD MEASURE DRAWINGS FOR LAYOUT PURPOSES,ASK QUESVONS CUSTOM RESIDENCE DRAWNSY CD CALHOUN DRAONG NO,DATE 6AO,2002 Reym A I1 TITHE FIRST FLOOR PLAN - A R C H I T E C T U R A L S 16 4 3 BEACON STREET, ,NELUTON,MASS. 024" 6M•964-1965 14'-0" 9'O" 3,4" NOTE- 1-oilMECH, VENT x , 3 BATH ROOMS B 4 9 4-9 5 2' -p�' o" "3' " Q" TYPICAL EXTERIOR WALL Q ® Li0 - - - - - I F - - - - - -FRONT 4" CEDAR CLAPBOARD `P BATH,C ` 2'-4'� WALK-M cLSEt WALK-IN CLOSET SIDES 4 CEDAR 5HIGLES SIDING - 4 I HIS 1 I HERS -# Bibs FELT BUILDING PAPER 1/2" f HEATHING _ 0 5 i T BATH• m - - - - - - EXTERIOR O rBEDROOM#2¢ I IN ® N 2'-6" — 2' 2=x 4 STUDS a� 16" O.C. g 5" 2'-6" O a o HEADERS / DOUBLE 2"x12" W/ 1/2" PLY WD R=15 HIGH DEN5ITY BATT INSULATION $MOKE`� - 2' " -6 mil POLY VAPOR BARRIER . al Tecro�' g N p�TEc°o i ' - 1/2" BLUE BOARD W/ 1/5" SKIM COAT PLASTER Q 2-2 DN ® v err MASTER BEDROOM' 5 O _ Q -PAINT INTERIOR 3 COATS,EXTERIOR 3 COAT5 "q _ — _ _ _ _ _ _ q n -"FIRE PROOF-ALL-WALL PENATRA.TIONS N N 2-2'-6" • SHELF ,n 4 TYPICAL FLOOR SYSTEM 7-0 -0° L LOFT 3/4" T4 G PLYWOOD SUBFLOOR SCREWED4 GLUED TO BEDROOM #10 9 -2"xIO" FLOOR JOISTS 6 16" OZ. -2"x10" SOLID BRIDGING 4 O BUILT-iN N © - 50LID WOOD FIRE BLOGKING SMOKE B,a Q ��" PETECTO.R r&s MMO-Ke Q -DOUBLE FLOOR JOISTS UNDER PARTITIONS �, Dt �TeCTOR SHELF 4 EXTERIOR WALLS (BASEMENT FL )R=M BATT INSULATION - FIRE PROOF ALL FLOOR PENATRATIONS 3'-0 4-5" 3'-0 4- ° 3'-0 4-5" 3 Xl 4-5" 3'-0 4-5" 6'-3" -OR 14'-0" 22,-0" 36'-p" 24'-O° I *GENERAL 8 BUS CONTRACTORS BHALL VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS 8 STARTING CONSTRUCTION.ALL STATE 8 LOCAL BUILDING CODE$SHALL BE ADHERED TO.ANY DISCREPANCIES SHALL BE BROUGHT TO THE OWNER OR ARCHITECTURAL$ATTENTION. DO NOT FIELD MEASURE DRAWINGS FOR LAYOUT PURPOSE$,ASK QUESTIONS CUSTOM RESIDENCE D -wl'T CD CALHOUN °rG4°1HgNO PATr 6n04001 I REYISe0 A- 2 Tmt SECOND PLOOR FLAN a R C H ! T E C -T U R A L 5 1 6.4 3 BEACON STREET, NEWTON,MASS, 02468 6tl-964-1565 . I 3 TYPICAL FRAME ROOF TYPICAL EXTERIOR WALL U5E CONTIN,RIDGE 4 SOFFIT VENTING -FRONT 4" CEDAR CLAPBOARD -ARCH.,SERIES FIBEIR GLASS ASPHALT SHINGLES SIDES 4" CEDAR SHINGLES SIDING OVER # sibs FELT BUILDING PAPER - # 151bs FELT BUILDING PAPER - 1/2" ROOFING PLYWOOD - 1/2" EXTERIOR SHEATHING -2"x12" RIDGEBOARD. - 2" x 4" 6TUD6 @ 16" O.C. -2"x10" RAFTERS 0 16" o c, -HEADERS /DOUBLE 2"xl2" W/ 1/2" PLY WD -TRIM,10 FASCIA ,12 SOFFIT & 10 RAKES R=15 HIGH DENSITY BATT INSULATION - 2"X8" ROUGH SPRUCE COLLAR TIES ia 16" o.c. - 6 m(1 POLY VAPOR BARRIER -2"X10" CEILG JOISTS aQ 16" o c.w/ - 1/2"BLUE BOARD W/I/8" SKIM COAT PLASTER -R30 BATT INSUL.W/b MIL POLY V.B. - PAINT INTERIOR 3 COATS,EXTERIOR 3 COATS -CEILINGS 1/2"BLUE BOARD W/1/5"SKIM COAT PLASTER ' -FIRE PROOF ALL WALL PENATRATIONS -USE 3' OF MEMBRANE STARTING as EDGE OF ROOF r12 B ATTIC = u . 0?1 9 tt R I 2ND FLtz 12D 9 1ST FL 4 -— r7m L————————— ——————————————————————————1 i '————————————————————————————————————— ' _______________________ ____________________ _____________rl L'_____________ _ __I_ r________________________________________'! FRONT ELEVATION �J ELEVATION *GENERAL I BU13 CONTRACTORS SHALL VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS I STARTING CON8TRUCTION.ALL STATE I LOCAL BUILDING CODES 64ALL BE ADHERED TO.ANY DISCREPANCIES SHALL BE BROUGHT TO ME OWNER OR ARCHITECTURALS ATTENTION, DO NOT FIELD MEASURE DRAWINGS FOR LAYOUt PURPOSES.ASK QUESTIONS CUSTOM RESfDENCE ecsr�re°.t•o' vlxaww�� CD CALHOUN DRAw"Xr,140. PAM 6/17/2002 I smview A- FRONT & RIGHT ELEVATIONS A R C H I T E C. T U R A L 5 1 b 4 3 BEACON 9tREET, NEWTON, MASS. 0?468 611-s64-m65 TYPICAL FRAME ROOF TYPICAL EXTERIOR WALL -USE CONTIN,RIDGE 8 SOFFIT VENTING - FRONT 4" CEDAR CLAPBOARD -ARCH,SERIES FIBER GLA55 ASPHALT SHINCGLE5 5IDE5 5" CEDAR 5HINGLE5 61DING OVER # 151b6 FELT BUILDING PAPER -# 151ba FELT BUILDING PAPER - 1/2" ROOFING: PLYWOOD - 1/2" EXTERIOR SHEATHING -2114" RIDGEBOARD - 2" x 4" STUDS la 16" O C. -2"xIO" RAFTERS 6 1(o" oz, -HEADERS /DOUBLE 2"x12" W1 112" PLY WD -TRIM,10" FASCIA , 12" SOFFIT 4 10" RAKES - R=15 HIGH DENSITY BATT INSULATION! -2"X13" ROUGH SPRUCE COLLAR TIES as 16" oz, -b mil POLY VAPOR BARRIER-2"XID° CEiLG JOISTS 4J 16" o c,.w/ - 1/2"BLUE BOARD UP 1/8" SKIM COAT PLASTER R30 GATT INSUL,W16 MIL POLY V.B. - - PAINT INTERIOR 3 COATS,EXTERIOR 3 COATS -CEILINGS 1/2" BLUE BOARD U1118"SKIM COAT PLASTER -FIRE PROOF ALL WALL PENATRATIONS -USE 3' OF MEMBRANE STARTING la) EDGE OF ROOF El 0 4 m ao 00 rL------------------------------------- i ------------------------ ------------ r - --------------------------------------------- --------- -------------------------------- I L---------L-------- ------------------- -----------I ----------------- -------- ------ ---------------I DNS EL€ ATION LEFT ELEVA41I0N *GENERAL 4 SUB CONTRACTORS SHALL YERIFY ALL PIMEN510MO PRIOR TO ORDERING MATERIALS i STARTING r-ONSTRllcTION,ALLSTATE 4 LOCAL BUILDING CODES SHALL BE ADHERED TO,ANY DISCREPANCIES SHALL EE BROUGWT TO THE OWNER OR ARCHITECTURALS ATTENTION, DO NOTfIELD MEASURE DRAWINGS FOR LAYOUT PURPOSES,ASK QUESTIONS CUSTOM RESIDENCE SCAM ua f-e DRAWNsr CD CALHOUN PR VW.Na. DATE &WW02 1 REvmw w,oROC1 A- 4 . nngREAR 4 LEFT ELEVATIONS A R C H I T. E C T U R A L S 16 4 3 BEACON STREET, NEUMON, MASS, 02465 bit-W4-IS65 RIDGE VENT MEMBRANE TYPICAL FRAME ROOF -USE CONTIN.RIDGE 8 SOFFIT VENTING -ARCH SERIES FIBER GLASS ASPHALT SHINGLES OVER # 151be FELT BUILDING PAPER RIDGE VENT - 1/2" ROOFING PLYLULOD RIDGE VENT -fxl' RIDGEBOARD -2"xl0" RAFTERS 1a 16" o.c, ' -TRIM,10" FASCIA , 12" SOFFIT 6 10" RAKES .2"X9'I COLLAR TIES aQ W' o,c, -2"XSI' CEILG JOISTS a) Iro" o c,w/ -R30 BATT INSUL.UJ/6 MIL POLY Y.B. -CEILINGS 1/2" BLUE BOARD W/I/&"SKIM COAT PLASTER -USE 3' OF MEMBRANE STARTING as EDGE OF ROOF ---------------------------------- ----- MEMBRANE MEMBRANE ROOF FLAN *GENERAL*SUB CONTRACTORS 6HALL VERIFY ALL DIMENSIONS,PRIOR TO ORDERING MATERIALS t STARTING CON6TRUCTIM ALL STATE 1 LOCAL BUILDING CODES SHALL BE ADHERED TO,ANY DI6CREPANCIE6 SHALL BE BROUGHT TO THE OWNER OR ARCHITECTURALS ATTENTION, DO NOT FIELD MEAWRE DRAWINGS FOR LAYOUT PURPOSES.ASK QUESTIONS CUSTOM RES(pENCE W.ALE DRAWNCY CD CALHOUN PRAONGNo. DAZE Sln7S 007 RE'MD 611012002 TMP ROOF FLAN A R C H I T E C T U R A L 6 16 4 3 BEACON STREET, NEWTON, MASS. 02460 611-564-IS65 TYPICAL FOUNDATION WALL 60'•0" - USE 3500 pat CONCRETE MIX -24" WIDE x 12" DEEP CONCRETE FOOTING c/w 2 -RUNS 15M REBAR 4 RESTING ON UNDISTURBED SOIL ' 10" POURED CONCRETE WALL ON CONTIN ,FOOTING A MIN.OF 4' BELOW GRADE 1/2" DIA,ANCHOR BOLT 0 48" o.c, 4 STARTING If FROM END -2xb PRESSURE TREATED SILL PLATE W/ 1/4 SILL GASKET -BITUMINOUS COATING OF FOUNDATION WALL -USE 4" PERFARATED DRAIN PIPE SLOPED TO DRYWALL TYPICAL BASEMENT SLAB' - USE 3500 &t CONCRETE MIX - 4 CONCR TE SLAB c/w ---------------------- -------- L-------------------------- -= --- -- 6X(vWW MESH REINFORCEMENT , 'r--------------------------------------------- , - r-----------------------------4 - v> 6 m11 POLY VAPOR BARR IER - 2" RIGID INSULATION (INTERIOR ONLY ) -b COMPACTED GRANULAR FILL - ;BASEMENT >• , CxARAC E WALL CEILINCx 9 , TYPICAL GARAGE SLAB, - 5/5" F.R.DRYWALL - USE 4000 pst CONCRETE MIX 6,$Iq s'-loll) 6'-sll . e'g°► - 4" CONCRETE SLAB c/w ' I 6Xb WW MESH REINFORCEMENT - b mll POLY VAPOR BARRIER - - 6" COMPACTED GRANULAR FILL WF . 12X65 STEEL BEAM � A ' '0 BEAM ' ' I , I I I I I •.I .- - uT1f1�4"l5fA 1=TE� EELZ�L'"I av- - SLOPE SLAB TOWARDS DOORS POCKET '--- TRIPLE 2" X 12" BEAM' gALIGN SEEMS OVER COL'S 2 CAR GARAGE ° TYPICAL FLOOR 6Y51EM OVER 3 1/2" DIAMETER STEEL COL'S ' 4 + - 3/4" T4 G PLYWOOD SUBFLOOR SCREWED OVER 3 X 3 X 1 GONG. FOOTINGS ' ------- -- 4 GLUED TO - 2"x10" FLOOR JOISTS w 16" O.G.----------- _ 21,x10" 50LID BRIDGING 4 _`Q __ __ SOLID WOOD FIRE BLOCKING • ' , ------------------------------------------------------i.,,r Q - -8+ ,r--- ----------$I I-------- _ _ -DOUBLE FLOOR JOISTS UNDER PARTITIONS 4 EXTERIOR WALLS ,r--------------------5,2�_`_-_-�� �-_- ' t2-o 6 _ (BASEMENT FL )R=19 ®ATT INSULATION 0 FIRE PROOF ALL FLOOR PENATRATION5 24-0' TYPICAL LALLY COL, - 3 1/2" 4 4" DIAMETER STEEL COL'S FILLED W/'CONCRETE 6o'-O, _ - 1/2" STEEL PLATE TOP 4 BOTTOM - 36" X 36" X 12" CONCRETE PADS RESTING ON UNDISTURBED SOIL FOUNDATION FL74N *GENERAL t SUB CONTRACTOR&SHALL VERIFT ALL DIMENSIONS PRIOR TO �( OF Afq ORDERING MATERIALS 4 STARTING CONSTRUCTION.ALL STATE 4 LOCAL Sq BUILDING CODES SHALL BE ADHERED TO,ANY DISCREPANCIES SHALL BE RTHUR CyG BROUGHT TO THE OWNER OR ARCHtTECTURALS.ATTENTION. m DO NOT FIELD MEASURE DRAWINGS FOR LAYOUT PURPOSES,ASK QUESTIONS o CU5TOM RE5IDENCE 3566 OAFSG AQv Qr ALE va%r CD CALHOUN DAB vRAWINGO.,4 /J IS" /STE TITLE 5 /ONALN POUND,ATION FLAN A R C H I T E C T U R A L S 16 4 3 BEACON STREET, NEWTON, MASS. 02468 6T1-W4-1965 4" BEARING WALL DOUBLE 1 3/4" X 11'1/8" LVL� WF12X(o5 STEEL BEAM DOUBLE 2"xl2" HEADER SEOONE) FLOOR FRAMING FLAN TYPICAL FLOOR 816TEM -FINI644 FLOORING t SEE ROOM.FINISH SCHEDULE 7 - 3/4" T4 G PLYWOOD SUBFLOOR SCREWED t GLUED TO 2"x10" FLOOR JOISTS, Uo" O,C. 2"x10" 5OLID BR IDG ING-4 SOLID WOOD FIRE BLOCKING -DOUBLE FLOOR JOISTS UNDER PARTITIONS e EXTERIOR WALLS -(BASEMENT FL )R--19 BATT INSULATION -FIRE PROOF ALL FLOOR PENATRATIONS DOUBLE 2" X 12" BEAM oy1KOFM,gs ALIGN SEEMS OVER COLS LUMBER SPEC s90 . �' y A THUR �N -USE #2 OR BETTER SPRUCE / PINE I FIR KILN DRIED C. 8 E =1,300,000 W/Fb O 0 566 FG/ST ���'� SS/ONAL ENG *GENERAL I SUB CONTRACTORS SHALL VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS I STARTING CONSTRUCTION,ALLSTATE I LOCAL BUILDING CODES SHALL BE ADHERED TO.ANY DISCREPANCIES SHALL BE BROUGHT 70 THE OWNER OR ARCHITECTURAL$ATTENTION, DO NOT FIELD MEASURE DRAWINGS FOR LAYOUT PURPOSES.ASK QUESTIONS CUSTOM RE51DENCE aCALE W-f.o" or -5y CD CALHOUN pRAwntq No. PAte 5/2612 0 0 2 1 aSY-1) 6AOnOO2 -� FIRST FLOOD FRAMING FLAN FLOOR FRAMING FLAN5 A R C H I T E C T U R A L 5 16 4 3 BEACON STREET, NEWTON, MASS, 02465 6I1-W4-1965 a. TYPICAL FRAME ROOF USE C0NTIN,RIDGE 6 SOFFIT VENTING - ARCH 5ERIE5 FIBER GLASS ASPHALT SHINGLES OVER # 151b6 FELT BUILDING PAPER - 1/2" ROOFING PLYWOOD - 2"xl2" RIDGEBOARD -2"xl0" RAFTERS aQ 16" or- - TRIM, 10" FASCIA , 12" SOFFIT E 10" RAKES - 2"X8" COLLAR TIES as lb" oz, - 2"X8" CEILG.JOISTS aQ 16" o c,w/ - R30 $ATT INSUL.W/6 MIL POLY V.B, - CEILINGS 1/2" BLUE BOARD W/I/5"6KIM COAT PLASTER - USE 3' OF MEMBRANE STARTING EDGE OF ROOF S�A F R4 s-9 T UR oyGN C C 0 3566 - ONAL LNG GENERAL d SUB CONTRACTORS SHALL VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS d STARTING CONSTRUCTION.ALL STATE d LOCAL BUILDING CODES SHALL BE ADHERED TO.ANY DISCREPANCIES SHALL BE BROUGHT TO THE OWNER OR ARCHITECTURALS ATTENTION, DO NOT FIELD MEASURE DRAWINGS FOR LAYOUT PURPOSES.ASK QUESTIONS CUSTOM RE511DENCE OCALE W-f.O° PRABINBY CD GALI-IOUN CAAWMANo - PATE 8/M002 -y-P &AO12002 �' ROOF FRAMING PLAN A R C H I T E C T U R A L 5 1 6 4 3 BEACON STREET; NEWTON, MASS. 024b6 611.S64--%5 -CONTIN,RIDGE 4 SOFFIT VENTING 1 -2"xl2" RIDGE50ARD 2"x10" RAFTERS ea lb" oz, -.ARCH, SERIES FIBER GLASS ASPHALT 6H114GLES OVER # 15lb6 FELT BUILDING PAPER `2"X8" COLLAR TIE$ 1 32" o,c, ► ------ '1/3 DOWN FROM RIDGE MAX. , - 112" ROOFING PLYWOOD -CONTIN.ALUM,DRIP EDGE — - -2"XIO" CE(LG JOISTS Qa 16" o,c, - TRIM,10" FASCIA ,12° SOFFIT 8 ID° RAKES R30 BATT INSUL.W/ 4 MIL POLY V.B. -CONTIN,SOFFIT VENTING < 'R=15 HIGH DENSITY FACED INSULATION CEDAR CLAPBOARD 51DING 6 mill POLY VAPOR BARRIER - 0 15lbs FELT BUILDING PAPER 1/2" BLUE BOARD W/ 1/8" SKIM COAT PLASTER - U2" EXTERIOR SHEATHING: � PAINT INTERIOR 3 COATS,EXTERIOR 3 COATS 2" x 4" STUDS S 16" O.C.. WOOD BASE BOARD FINISH FLOORING -2"XIO "FLOOR J015T6 w 16" O.C. WOOD BASE BOARD FIN15H FLOORING - 3/4" T6G PLYWOOD SUBFLOOR '2"x12" SOLID BRIDGING 6 -2"xl0" FLOOR JOISTS Q 16".O,C, < SOLID WOOD FIRE BLOCKING - 2x6 PRE96URE TREATED SILL PLATE UJ/ I/4„ SILL GASKET (BASEMENT FL )R=19 BATT INSULATION - 1/2" DIA.ANCHOR BOLT Qa 45" o,c,4 STARTING 12" FROM END GRADE (3 ) 1 3/4" x 11 1/6" LVL BEAM BOLTED; W/3 1/2" DIAMETER STEEL LALLY COL,e T D,C, MAX, 36"X36"XI2" CONC.PAD W/ - 10" POURED CONCRETE WALL ON CONTIN ,FOOTING t2# 5 RODS EACH WAY A MIN.OF 4' 53=LOW GRADE * DIMENSIONS PRIOR TO ORDERING MATERIALS 8 STARTING CONBTRUCTION,ALL STATE 6 LOCAL PERFARATED DRAIN PIPE �a BUILDNO CODE6 SHALL BE ADHERED TO.ANY DISCREPANCIES SHALL BE DROUGHT TO THE OWNER OR ARCHITECTURALS ATT$NTION. - p DO NOT FIELD MEASURE DRAWINGS tOR LAYOUT PURPOSES.ASK QUESTIONS -24" WIDE x 12" DEEP CONCRETE FOOTING c/w " 2 -RUNS 15M RE5AR 8 RESTING ON UNDISTURBED SOIL ° ° ° Cho O CU5TOM RE51DENCE DRAelN87 -4" CONCRETE SLAB c/w 6X6 eCAU W-f.o' CP CALPOUN °R'°w4"1O- WW MESH REINFORCEMENT � acre 6i6/2o07 6non002 4'g -6 mil POLY VAPOR BARRIER WALL SECTION 2" RIGID INSULATION (INTERIOR ONLY ) -6" COMPACTED GRANULAR FILL A R C. H I T E C. T U R A L 5 I b 4 3 BEACON STREET, NEWTON, MA88. 024b8 (oil-564--865 DOOR SCHEDULE SYMBOL ❑ T � NO. WIDTH HEIGHT MATERIAL TYPE SCREEN QUANTITY REMARKS MANUFACTURER CATAIOG NUMBER I 3'-0" 6'-8" WOOD FRONT ENTRY I TWO SIDE LITES $ TRANSOME ABOVE 2 2'-611 WOOD 6 PANEL /HINGED NO 5 MORGAN M-1051 3 6'-0" CLAD WOOD & GLASS GLIDING YE6 I ANDERSEN FWG -6068R 4 3'-0" STEEL INSULATED ENTRY NO 2 PERMA DOOR BE-10 2'-0" WOOD 6 PANEL /HINGED. 1 MORGAN M-1051 '(0 °s'-0" STEEL INSULATED GARAGE 2 TRANSOME ABOVE WOOD BI-FOLD 1 MORGAN 2FD-MWIOS (o PANEL ! HINGED 3 M-1051 g 2'-6" 1 POCKET DOOR SET UP M-1051 2-4 2 M_ 10 1051 WINDOW SCHEDULE SYMBOL O NO, WIDTH HEIGHT MATERIAL TYPE SCREEN QUANTITY REMARKS MANUFACTURER GATAIOG NUMBER 1 4-11 13/16" 4'-5 1/4" CLAD WOOD DOUBLE HUNG YES 1 ANDERSEN TU)2442-21 2 3'-I/2" 2'-5/8" AWNING 2 A31 3 3'-5 114" 3'-5 3/8" CASEMENT 2 MATER BATH UNIT SHALL BE SAFTY GLASS CW24 4 2'-6 1/8" 4'-1 114" DOUBLE HUNG 2 TW24310 f 5 3'- 1/8" 4'-5 1/4" I1 TW21042 6 3'-5 3/8" I' g° AWNING 3 C33 3'-1/8" 4'-5 1/8" DOUBLE HUNG 5 TW21042 9 10 * L d SUB CONTRACTORS SHALL VERIFY ALL PiMENSIONS PRIOR T ORDERING MATERIALS d STARTING CONSTRUCTION.ALL STATE d LOCAL LLB BUILDING CODES SHALL BE ADHERED TO,ANY DISCREPANCIES SHALL BE BROUGHT TO THE OWNER OR ARCHITECTURAL$ATTENTION. DO NOT FIELD MEASURE DRAWING$FOR LAYOUT PURPOSES.ASK QUESTIONS - ALL DOORS TO BE ORDERED FROM THIS SCHEDULE,SHALL INCLUDE,FRAMES, TRIM,DOOR STOPS,CASING,SADDLES,LOCKS 4 OTHER HARDWARE AS REQUIRED, CUSTOM RESIDENCE ALL EXTERIOR DOORS SHALL BE WEATHER STRIPED. e-CAU va'-f-0' DRAWNB7 CD CALNOUN D1°4tlR14"'° ALL WINDOW6 TO BE ORDERED FROM THIS SCHEDULE,SHALL INCLUDE,FRAMES, DAIB 6/6/2002 REVISED 6/10/2002 A m IO TRIM, MULLIONS,CASING,STOPS,LOCK6 6 OTHER HARDWARE A5 REQUIRED. �ttL° DOOR 4 WINDOW SCHEDULE ALL WINDOWS SHALL BE WEATHER STRIPED,LOW E 6 THEREMOPAINED. A R C H I T E C T U R A. L S . 16 4 3 BEACON STREET, NEWTON, MASS, 02465 611.564-�965 � � - � ,, � �i- � � ABBREVIATIONS.- ELECTRICAL NOTES JURISDICTION NOTES ra 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, 1 FSB FIRE SET-BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. - GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE l` GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY, HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(8). 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)T 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 i SCH SCHEDULE ' BONDED WITH EQUIPMENT GROUND CONDUCTORS. — - S'. STAINLESS STEEL STC STANDARD TESTING CONDITIONS - TYP . TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY - _ - V VOLT T. Vrrip VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT VICINITY MAP. INDEX W WATT - 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENCE GENERAL NOTES PV5 Cut THREE.LINE DIAGRAM J J Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION 1 ELEC 1136 MR OF THE MA STATE BUILDING CODE. .2. ALL ELECTRICAL WORK SHALL COMPLY WITH ♦ i THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. '`^ r MODULE GROUNDING METHOD: ZEP SOLAR • AHJ: Barnstable - + REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Commonwealth Electric) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER J B-0262597 00 PREMISE Off: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE BARACHO, GERALDO tf BARACHO RESIDENCE Jeff Hesse BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ��P Solarcity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 32 CLIFTON LN 3.57 KW PV ARRAY ►r `PART TO OTHERS OUTSIDE THE RECIPIENTS �. ORGANIZATION, EXCEPT IN CONNECTION NTH MODULES CENTERVILLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE (14) TRINA SOLAR,# TSM-255PD05.18 24 Se Martin Drive,Building 2, Unit II SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: rErT: q REV DATE Marlborough,MA 50) PERMISSION OF SOLARCITY INC. /5OH 737-5.469 V I 2 4 2016 T• (�)63B-1028 F.,650)636-1029 SOLAREDGE SE3000A-USOOOSNR2 1 � COVER SHEET / (888)-SOL-qTY(765-2489 imsolarcit-corn r PITCH: 16 ARRAY PITCH:16 A B MP2 AZIMUTH:325 ARRAY AZIMUTH:325 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 23 ARRAY PITCH:23 MP3 AZIMUTH: 145 ARRAY AZIMUTH: 145 MATERIAL: Comp Shingle STORY: 2 Stories a Zd W N�Fr AC Inv _ Ij O ` �� l AC �. EXISTING. BOS EQUIPMENT. © LEGEND i Inv i y _ a o (E) UTILITY METER & WARNING LABEL C Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC I DC DISCONNECT & WARNING LABELS F•� AC © AC DISCONNECT & WARNING LABELS 1u►c1 K. DC JUNCTION/COMBINER BOX & LABELS ST ucTuRAL Front Of House v NO..51933 p D DISTRIBUTION PANEL & LABELS �FGISTE� ss�on►� Lc LOAD CENTER & WARNING LABELS STAMPED & SIGNED O DEDICATED PV SYSTEM METER FOR STRUCTURAL ONLY (E) DRIVEWAY ' Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR Digitally signed by Humphrey --- CONDUIT RUN ON INTERIOR 32 Clifton Ln GATE/FENCE Kariuki _ 0 HEAT PRODUCING VENTS ARE RED r,_-i Date: 2016.02.05 1 2:44:38 -05'00' INTERIOR EQUIPMENT IS DASHED SITE PLAN ti Scale: 1/8" = 1' 01' 8' 16' s F CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B—0 2 6 2 5 9 7 00 PREMISE OWNER: DESCRIPTION: DESIGN: ■ CONTAINED SHALL NOT BE USED FOR THE BARACHO, GERALDO BARACHO RESIDENCE Jeff Hesse ,\�OIar�I� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 32 CLIFTON LN 3.57 KW PV ARRAY y. PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES. CENTERVILLE, MA 02632 WITH in rive Building 2 Unit 11 ORGANIZA710N, EXCEPT IN CONNECTION24 Si.Mart D g , THE SALE AND USE OF THE RESPECTIVE (14) TRINA SOLAR # TSM-255PDO5.18 SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T.- (650)638-1028 F: (650)638-1029 SOLAREDGE SE3000A—USOOOSNR2 PERMISSION OF SOLARCITY INC. INVERTER' 508 SITE PLAN 2/4/737-5469 PV 2 2016 (8B8)-SOL-CITY(765-2489) www.solarcitycom h . : - S1 _. S1 (E) 2x812' 4 ol — _ s 1�— y .` � (E) LBW (E) LBW SIDE VIEW OF MP2 NTS C SIDE VIEW OF MP3 , `�NT V. 4 • . - w MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES ' - MP3 X SPACING X CANTILEVER Y SPACING Y CANTILEVER NOTES' 64" 24'� GG p LANDSCAPE 64" 24" STAGGEREDTv • .F r f LANDSCAPE STA ERED - . ` PORTRAIT 48° 19° _ ? " I 145 PITCH 23 PORTRAIT.: - . RAFTER 2X8 @ 16 OC RAY 1 3 " STORIES: 2 RAFTER 2X1O @ 16" OC 'ROOF AZI 325 PITCH 16 STORIES: 2 - PITCH 2 ' ARRAY AZI 325 PITCH 16 _ '. _ � - ROOF AZ AR AZI 45 C.7. 2x8 @16" OC Comp Shingle C.). 2x8 @16"OC Comp Shingle i . -- - -- _ PV MODULE o RIUKI K. C 4 ST U TURAL 5/16" BOLT WITH LOCK INSTALLATION ORDER NO.519�9 FENDER WASHERS - a: A � �Fc�sTe��`� •� ,F. LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ' ` - HOLE. _. ZEP ARRAY SKIRT (6) F . -F PILOT HOLE WITH " - STAMPED & SIGNED �- (4) 0:'PSEALOLYURETHANE SEALANT. FOR STRUCTURAL ONLY ZEP COMP MOUNT C _- - ZEP FLASHING C (3) ff---INSERT FLASHING. MR (E) COMP. SHINGLE (4) PLACE MOUNT. d t . (1) f (E) ROOF DECKING (2) INSTALL LAG BOOT WITH 3 5/16" DIA STAINLESS (5) (5) - SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER G(6) BOLT & WASHERS. (2-1/2" EMBED, MIN) F (E) RAFTER STANDOFF . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: I PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE v B-0 2 6 2 5 9 7 0 0 . ■ BARACHO, GERALDO BARACHO RESIDENCE Jeff Hesse BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:- NOR NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 32 CLIFTON L-N'` 3.57..KW_PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES CENTERVILLE,' MA. 02632 - THE SALE AND USE OF THE RESPECTIVE (14) TRINA SOLAR # TSM-255PDO5.18 24 St.Martin Drive, Bufiding Z Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV.. DATE Marlborough,MA 01752. - PERMISSION OF SOLARCITY INC. RIB ' (50H 737-5469 PV 3 2 4 2016 8') SDL- 638=105- F: (650)636-10y9 ISOLAREDGE SE3000A—US000SNR2 \ . ) . STRUCTURAL VIEWS / / (eBa)-sDL-CITY 7ss-248s):wwwsdurcit.aom UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-0 2 6 2 5 9 7 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL A THE INFORMATION HEREIN FIW4EMRTER: BER: ```! SolarCit o CONTAINED SHALL NOT BE USED FOR THE BARACHO, GER'ALDO BARACHO RESIDENCE Jeff Hesse �_ a >� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., G SYSTEM ��, NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Mount Type C 32 CLIFTON LN 3.57 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drhre,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE TRINA SOLAR # TSM-255PD05.18 PAGE NAME SHEEL REV DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. REDGE SE3000A-USOOOSNR2 (508) 737-5469 UPLIFT CALCULATIONS PV 4 2/4/2016 (888)-SOL-CITY(765-2489) .,rrr.sdaraity.aam . GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE.SPECS LICENSE - BOND (N) #8 GEC TO TWO (E) GROUND Panel Number:NoLabel Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE ## SE3000A-US000SNR2 LABEL: A -(14)TRINA SOLAR ## TSM-255PDO5.18 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE .CRIMP Meter Number:2649086 Tie-In: Supply Side Connection Inverter; 300OW, 240V, 97.574 w/Unifed Disco and ZB,RGM,AFCI PV Module; 255W, 232.2W PTC, 40MM, Black Frame, H4, ZEP, 1000V IELEC 1136 MR, v Underground Service Entrance INV 2 Voc: 38.1 Vpmax: 30.5 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (E) 200A MAIN SERVICE PANEL _ E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER Disconnect 3 2 SOLAREDGE A 20A SE3000A-USOOOSNR2 LA L1 z4ov ' ff200ABN .1LOAD r - -- GND -----------r- --.------_-------- - GEC ---TN DG DC+ MP 2&3: 1x14 • f _ -_ - • ' • - - - y GND --• EGC-- ------ _---._-- ------ -- EGC- ---------------f_J. - I. ,. --------------------- ----------------------------- ----------------- I - - . I [E)CUTLER-HAMMER - ` _ ._ (E)SOLAREDGE - - - •• l . Disconnect - - - ... i SE5000A-US000SNR2 T TO 120/240V N I _ N SINGLE PHASE EGCIGEC I GND r EGC/ DC- :17- DC+ - - �------ _----------- GEC ---TN" iDG DC String 1: lx2( UTILITY SERVICE GEc l GND ---- - --------------------------- -- --------------- -- --�- ♦ i EXISTING SYSTEM crlD _ EGc_- --- - EGc --� l .l- , CUTLER-HAMMER DG221URe _- SYSTEM SIZE:5.1KW 30A, 240Vcc, Non- usable, NEMA 3R INVERTER:SOLAREDGE SE50OA-USOOOSNR2 SmarCltyy pp 4 STRING JUNCTION Box = 2x2 STRMGS, UNFUSED, GROUNDED l MODULE:20 CANADIAN SOLAR CS6P-255PX, 255W ' r l L------------- ----- --- -- ---------------- - ------------------- -------- ----- ------------------------------_------------- PHOTO VOLTAIC SYSTEM=EQUIPPED WITH RAPID,SHUTDOWN . Voc* --MAX VOC AT MIN TEMP POI ' (2)ILSCO!IPC 4/0-#6 i Q (1)CUTLER-HAMMER �DG222NRB /fj \/ (14)SOLAREDGE 300-2NA4AZS D� Insulation PiercingConnector; Main 4 0-4, Top6-14 Disconnect• 60A, 24OVac Fusible,NEMA 3R / P r PowerBox timizer, 30OW, H4, DC to DC,,ZEP" S -(1)CUTLER-c MER M DG100N8 SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Ground eutral it 60-100A, General Duty(DG) nd (1)AWG #6, Solid Bare Copper AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(2)FERRAZ SHAMUT 02 -.(-1)Ground Rod; 5/8''x 8', Copper Fuse Reducer. 3 A Fuse for 60A Clip, 250V -0)CUTLER-HAMMLR �DS16FK Class R Fuse Kit (N) ARRAY GROUND PER 600.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL -(2)FERRAZ SHAWMUT#TR20R PV BACKFEED OCP` Fuse;-20A. 25OV, class RK5 ;' ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE (1)AWG#6, THWN-2, Black � 1 AWG#10, THWN-2, Black r^ (2)AWG#10, PV Wire, 600V, Black Voc* =500 VDC Isc =15 ADC O (1)AWG#6, THWN-2,Red O I41-(1)AWG#10, THWN-2, Red , T c°D 1)AWG g6, Solid Bore Copper EGC ` Vmp =350 VDC Imp=1007 ADC (1)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=12.5 AAC (1)AWG 0, THWN-2, White NEUTRAL Vm 240 VAC Im 12.5 AAC (1 Conduit Kit; 3 4''EMT iW P = p= .).. . . . . . . ./. . . . . . . . . . . . . . . . . . . . . . . . , . .-(1)AWG#6,.Solid Bare.Copper. GEC. . , .-(1).Conduit,Kit;,3/4'.EMT. . . . . . _ . . -(1)AWG 8,.TFlWN-2,Green , . EGC/GEC-(1)Conduit.Kit;.'3/47.EMT, , , , , , , , , , PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN Joe NUMBER: JB-0262597 00 BARACHO, GERALDO BARACHO RESIDENCE TSt. CONTAINED SHALL NOT CE USED FOR 1HE Jeff H2SSeSO�a�C�tBENEFlT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 32 CLIFTON' LN 3.57 KW PV ARRAY �PART TO OTHERS OUTSIDE THE RECIPIENTSMooutEsp CENTERVILLE -MA. 02632 ORGANIZA710N, EXCEPT IN CONNEC110N WITH Martin Drive,Building 2,Unit 11THE SALE AND USE OF THE RESPECTIVE (14) TRINA SOLAR # TSM-255PDO5.18SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN Z ,t C PAGE NAME: SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: /5O pl 7 J 7.-5`t V 9 P V 5 2 4 2016650)636-1028 F: (650)636-1029 SOLAREDGE SE3000A-USOOOSNR2 \ / THREE LINE DIAGRAM / / �-CITY(765-2489), www.oarcitycom Label Location: Label Location: Label Location: (C)(CB) o (AC)(POI) 1 to z (DC) (INV) Per Code: ° -• Per Code: er Code:. >- "IDIOM], • >,_• P NEC 690.31.G.3 •° ° NEC 690.17.E • o • o e NEC 690.35(F) Label Location: r:o s o 0 o TO BE USED WHEN o•• • - • o • o • • (DC) (INV) ' INVERTER IS 1P�1'U�Da�I'o o }'p O Per Coder • k�ti UNGROUNDED NEC 690.14.C.2 Label Location: i III •7.° ° y`..�'j,. Label Location: ° ° ' (POI) -o (DC) (INV) °° ° ° Per Code: ° Per Code: - _.` • •• e o `: NEC 690.17.4; NEC 690.54 NEC 690.53 • 0 0 a; .� �u� *,,,� e e � • e�.•gyp I e� - w . y • Label Location: 1 o (DC) (INV) Per Code: e e ''• NEC 690.5(C) o- -'o • • Label Location: 00 • o. O (POI) x �c -o • e • e °� . �" Per Code: 0 0 o NEC 690.64.B.4 Label Location: o v (DC) (CB) wmma Per Code: Label Location: NEC 690N17(4) (D) (POI)�,�:e • z, �, Per Code: w e to • e .• •� k NEC 690.64.B.4 Label Location: C5 (POI) Per Code: x<. NEC 690.64.B.7 Label Location: o 0 0 O O O ' ' (AC) (POI) •o o - o (AC): AC Disconnect �, _© � Per Code: �� '• �. (C): Conduit NEC 690.14.C.2 (CB): Combiner Box g .>�-�„2a'S`�,t'�:Y✓ S, � cam' '� F-= (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect (AC) (POI) (LC): Load Center Per Code: (M): Utility Meter Ma •- a NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR ����r�� 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED ; San Mateo,CA 9440, IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, Label Set �N SQL-)6s8-10-2 89)w)6.38-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE I�•�O'arCI (888}SOL-CITY(765-2489)www.solarcity.corn SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ° c, ''�SOIafClty ZepSolar Next-Level PV Mounting Technology '.."SoiarCity ZepSolar Next-Level PV Mounting Technology . Components - - Zep System a >Y for composition shingle roofs r p-r oof Leveling Foot Interlock Ground Zep .. IwY side slxamj r Part No 850 1172 ETL listed to UL 467 f tr R 2eP ComPat@la PV Module ....�- Zep Grove - - Root Attachment -- - - Arrayskirt Comp Mount Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL2703 ,�F Description a • PV mounting solution for composition shingle_ roofs - rFA — e Works with all Zep Compatible Modules °°MPp�• Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2„ Interlock AGround Zep V2. DC Wire.Clip LISTED SpeClflCatIO11S Part No.850.1388 - Part No.850-1511 Part No:8501448 + Listed to UL 2703" Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs , • Installs in portrait and landscape orientations : • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards _ F • Zep System grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed to UL 2703 r ;. • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt,Grip, End Caps Part Nos.850-0113,850-1421, 850-1460,850-1467 + •- zepsolar.com zepsolar.com Listed to UL 1565 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.Zap Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solars 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#800-1890-001 Rev A - , Date last exported: November 13,2015 2:23 PM Document#800-1890-001 Rev A Date last exported:.November 13,2015 2:23 PM - h , f s solar=oo - solar " 0 p SolarEdge Power Optimizer r Module Add-On for North America P300 / P350 /P400 SolarEdge Power Optimizer a x P300 P3S0. P4O0 Module Add-On For North America (for 60-cell PV (for 72-cell PV (for96-cell PV i w "` modules) modules) modules) P300 / P350 / P400 c [INPUT Rated Input DC Powers 300 35I 400 W ........................ .... .................. ....... .. .. ... ... .. .. ... .. ,,�i�, 't ,<<,, Absolute Mazirnuni Input Voltage(Voc at.lowest.temperature) - .48: . .............60 ...........80 .. - PTOperating Range 8 48 8 60 8- ..MP 80 Vdc ka .c .........R....................... .. ....................... .................................... .... ...................... ....... ........ 'L .,g. Maximum Short Circuit Current(Isc) 10 Adc ..................... ........... ..... .......................... ...... ........................ .... ............. .. .. ..... .. .. -� '- "` ;; � - Maximum DC Input Current 12.5 Adc ram} 4 y LJ ,'� Maximum Efficiency 99.5 ... ...... . .;>;: Weighted Efficiency.......................................... ....................................98.8................................... ...%...... 2 t Overvoltage CategoryII . t " OUTPUT DURING OPERATION L RATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) .� ...... ........ ..... 15 .................... ...... Adc.... J'f ® 1Gv e�S Maximum Output Voltage 60 Vdc �' '�,' 0 •'" :"x OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) - S ",�, �'..`t"'=s Safety Output Voltage per Power Optimizer 1 Vdc .. -- �� STANDARD.COMPLIANCE - i EMC S ..... ... -6-2art . .FC Aq ..afe IEC62109.1(class 11 safety),,UIELC1671401 .......... ............ ...... ......... ...... .. . ... .... ..0.0..-.6.-.3......... ............. YesROHS IINSTALLATION SPECIFICATIONS ,;•tts' '^m! ,,rx ,t'tY �, �+ '� %+ Maximum Allowed System Voltage 1000 Vdc Dimensions.(W a L.x.H)... 141 z 212 x 40.5/5.55 x 8.34 x 1.S9 mm./in ................................................. ....................................... .. ... ..... Weight(mdudmg cables).................................. 950/2.1.. . .. ............. .................. ..... ........ MC4./Amphenol/_Tyco ............. .......... ""' `° �''� " T"r Output Wue Type/Connector Double Insulated;Amphenol OutPu[Wire Length ................................... .............0.95./.3.0....... 1.2/,3.9................ rn/ff ., .,ct + R;-. ;-` OPeranng Temperature Range I -40 +85/-40 +185 'C/'F-. :+ i ............ ............. ...... ..... .......... ....................... .. ..... ,.. sf' _ Protection Rann ..... ...........................IP65/NEMA4.................... .... .. ... a'-0 m�a s `^ ,d Relative Humidity .............. .... ...... .. 0-100 ..%.. a d a'� s , 4� a d dd.l� uc I.—war m1--l—d S PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE r SINGLE PHASE j - :INVERTER 208V 480V PV,power optimization at the module-level Minimumstring Length(Pow erOptimizes) 8 10 18 Up to 2$%more energy Maximum String Length(Power Optimizers)................... .25..... ..... .25. ..... ..50., ..... ... ... ............................. .......... ............ .. .. .. .. .. .. .. ... .... .. Maximum Power per String 5250 6000 12750 W — Superior efficiency(99.5%) ...a....l S.tri g. f D.iff.......Lengths Orientations .tati.............. ............................ ......... ....... — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Parallel Strin s of Different Len hs or onentanons yes - ` — Flexible system design for maximum space utilization ',i — Fast installation with a single bolt - - - Next generation maintenance with module-level monitoring ` r+ .>r-aca:.,. .�Fd#x::' `t "1 .M4. ...�a��e k a,k��e•,"i _.,+_� - Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.Solaredge.us ... 4 �Yrna-'d - �";"�,z,c.•, .n��.. ., ems.. n � t� ,� �, THE Vinamount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE' ELECTRICAL DATA C$STC ^ unit:mm eak r -P 2 - 255 26 - 50«• _ O - . 941' t Power Output Tolerance-P-(%1 - "J 0- 3 .. Maximum Power Volta e-VMr V 29.9 30.3 30.5Y 30.6 - s 1I uNamH � I � .1 . 0 rr nt-lMrr A 8.20 8.27 � 8.37 8.50 .Maximum PowerCu e ( ) k THE VRRw� mou �1�' NAMEP�TE = � _ _ f o -Open Circuit voltage Voc(V) 37.8 38.0 t- 38.1 � 38.2 sa Short Circuit Current-Isc A 8.75 8.79 8.88 9.00 INSTALLING ROLE . I M s ' odule Efficiency rim'(%) 15:0 15.3 15.6 15.9 - - M O D U LEz STC:Irradiance 1000 W/m2,Cell Temperature 250C,Air Mass AM1.5 according to EN 60904-3 4 L Typical efficiency reduction of 4.5%at 200 W/m2 according to EN 60904-I. a, r R ELECTRICAL DATA®NOCT Maximum Power-PMnx(Wp)- - - 182 186 190 "[ .•193 ., - 60 CELL - - ". f - f Maximum Power Voltage-VMr IV) 27.6 I 28.0 - 28.1 28.3. �.•• - •.: Maximum Power Current-IMrP A 6.59 6.65 6.74 6.84 - - r 6414.3 GROUNDING ROLE MULTICRYSTALLINE MODULE x' A '. A [ a ( I t r - Open Circuit Voltage(V)-Voc M 35.1 35.2 35.3 35.4 r 13 DPAIN HOLE . a. WITH'TRINAMOUNT FRAME ` - ``""� ..k t r Short Circuit Current(A)-Isc(A) 7.07 7.10 7.17 727 - _ I F;- .-CT:Irradiance at 800 W/m,Ambient Temperature 20 C wind Speed I m/s. 80 _ >` r 812 245-26OW PD05.18 - Back View POWER OUTPUT RANGE i MECHANICAL DATA . (--�--( •Solar cells _ •� -�MulTicrystalline 156 x 156 mm(6 inches) Fast and simple to install through drop in mounting solution cell orientation 60 cells(6 x iD) `A �I�•� V. Module dimensions �1650 x.992 x 40 mm(64.95 x 39.05 x 1.57 inches) 'ulWeight % !Wei ht 21.3 kg(47.0 ibs) - - - MAXIMUM EFFICIENCY - ., n - - '"F _ _ 7 Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass - - 1 A-A t Backsh White - . . . . eei Good aesthetics for residential applications Frame �Black Anodized Aluminium Alloy with Trinamount Groove } .� - • IP 65 or IP 67 rated - ". .. ,. � - � - I•V CURVES OF PV MODULE(24 ) ¢± J-Box Photovoltaic Technology cable 4.0 mm'(0.006 inches',® YQ Cables m .. - - _c to.-. 1200 mm(47,2 inches) - POWER OUTPUT GUARANTEE 960 000wl-2 III _ 8m fire Rating Type 2 _ 800w/m° Highly reliable due to stringent quality control t 6m• Over 30 in-house tests(UV,TC,HE and many more) # 5m m ' s As a leading global manufacturer �1�� • In-house testing goes well beyond certification requirements , a.m eo TEMPERATURE RATINGS MAXIMUM RATINGS _ O of next generation photovoltaic i. - -j g p ( ''�-Y � - 2m 2oow/m� _ Nominal Operahng Cell a vim_ dOperaLonal Temperafure`�-4o-+g5°C products,we believe close I , (- ° ) Temperature(NOCT) i}44°C +2 C m r t ii with rpartnersI { Maximum System 1000V DC(IEC) cooperation Ith our is critical to success. With local 3 0"pm tom 20m 30m 40m Temperature Coefficient of PM,x -0.41%/°C Voltage 1000V DC(ULI ' } presence around the globe,Trina is EEE333 Temperature Coefficient of Voc -0.32%/°C ' -1 Max Series Fuse Rating G 15A able to provide exceptional service Voltage(V) to each customer in each market ( Certified to withstand challenging environmental 1. ` Temperature coefficient of Isc 0,05%rC - j and supplement our innovative, p i conditions reliable products with the backing • 2400 Pa wind load of Trina as a strong,bankable -f - WARRANTY w • 5400 Pa snow load " partner, We are committed - „ '-!to building strategic,mutually 10 year Product workmanship Warranty 1 i 1 1. ' beneficial collaboration with A 25 Year Linear Power Warranty -n i installers,developers,distributors (Please refer to product warranty ford.61s) _ al` and other "artnersas the P e o, backbone of our shared success in � - ` ' ` CERTIFICATION nl ` driving Smart Energy Together. m i F LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION 1 10 Year Product Warranty•25 Year linear Power Warranty f `L� a sp w Modules per box:26 pieces w t Trina Solar Limited - r- - 3 www.trinasolaccom W00% i 1 i~0� ® 1, Modules per 40'container:728 pieces F - LAdditional value C. - EU- EEE 1. `-_ - I,o/n% COMPLIANT t e 90% InQ S�IOr S tinegr N'OrrOn}t. 1 0 CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. GOMPAI, 4�D��sO�ar a L - ��D��sO�ar ahat4ewit Solar otice.tl.All rights reserved.Specifications includetlin this datasheet are subject to �.. IY7 O 80% ---- -- •- _. change without notice. Smart Energy Together { Years 5 to Is 20 25 Smart Energy Together °oMvnt`o I ..�.�".a-�. ___[3 Trina standard �.a IndusOystand wd / - w `` Single Phase Inverters for North America solar � �� s o l a r le Mo .—F O O Q SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ CE3 .. SE7600A-US/SE10000A-US/SE11400A-US a€uz, ;{gafw as' SE3000A-US SE3800A-US I SESOOOA-US SE6000A-US SE760OA-US SE1000OA-US SE1140OA-US OUTPUT -' a ' 9980 @ 208V SolarEdge Single Phase Inverters " a Q Nominal AC Power Output 3000 3800 5000 6000 7600 10000,Gp1240V 11400 VA { t �y^" '* , •`", .„ Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA For North Americaa� ........... ......................24�y.. ......_...... 1�95o.�Z4��. ................ ......... AC Output Voltage Min.Nom.MaxPl v�.zYre :: _ ✓ ✓ DR ': 183.208.229 Vac SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ ✓....... ......✓...... ✓....:.........✓.. ... .......✓...... .......✓ ✓................... �a . AC Output Voltage Min. Nom.Max!'I SE7600A-US/SE10000A-US/SE11400A-US � � 11 � ". 211-240-264Vac.......... ... .. .. ................ ................................................ .............................................................. a-; .,.�" ,:ar ;;. �,„ • AC Frequency Mln Nom:MaxP! 59.3-60-60.5(with HI country setting 57-60-60.5) Hz � ;"'`"`,,•, - "^� • �" Max.Continuous Output Current -- ...... --12.5- - - -16---. --24@208V - --•-25--• .•- .32•..-- --48@208V--- 475 A u.. s 21 240V 42 240V . ...........I......�°�..........�................ .......................�°......................- .... ' • '*:" ., _ ,t-; = GFDI Threshold 1 .A-.... ................................ .......... ........................ .................... .... .............. .......................................... .... Utility Monitoring,Islanding Protection,Country Configurable Thresholds - Yes Yes ' INPUT - �werte�"4-„� Maximum DC Power(STC) 4050 - 5100 6750 8100 10250 13500.: 15350 W '. s. ...> ..... .................. ..... ...... ..... ... ...... cr "'. "" ' ; s t„" 4 u, #„3€...., Transformer.less..Ungrounded....... ................................. .................. Yes ......................... ... »... .. .....-s Transformer-less,-.. -. r ,3" ""r ... 1 Via.., T'. *. `' _'T'� Max.Input Voltage- ....... ..500.. ..Vdc Vea __ .......... ....... ................_... .................. .....I......... ... .. ... ...... .... .. ..... ........................................... :`"' "• „?ref"... �`'z '''°, �&; ..+;,+ " ,+" -;, Nom.DC Input Voltage............... ............ ........... 325 @208V...350 @ 240V.:..... ..... ..... .Vdc.... ... ...;+. 'r ... ...... ...16.5 @ 208V. ...... .... ..... ...33 @ 208V... .... .... +aJian��Y. _ i ""' x rkr ,-pr, $ft i �r^e'r " •'?.f'^r"# '� Max.Input Current(�) 9.5 13 15.5 240V 18 23 30.5 240V 34.5 Adc a 7 .k ,�;'.� err ,' `,t „a a fl•;: ........................................... ............ .............. ....Q°............... ... ... ....... ..........3 Sj�°h....-..........._.................... .. .. .. .. .. I .. .I.. ..I Short Circuit Curre nt 45 Adc l '�' .fr I �•�,�,. � �. `��� �u� e°��,���' �rl�� - .�;,:. .Reverse-Polarity-Protection..... .......Yes....... ' Ground Faul[Isolation Detection 600ka Sensitivity .._.. ..-- i. F n'h` i. .:.?n a'`ts^ s-C k ••G,. d "' ..... .... .. ....................... .. .... .. ..... .. .. ..... .. .. ..... .. ... .. ... .. _•.''.s,*,a�'3;.}° ,;�_.:._, _. _ -� '.' _.aaK"v: ra ate,.:$, .,, ,.. _ Maximum In Efficiency .. .. .97.7.... ...98.2- ..98.3 ....98.3... ... 98..... 98 .....98...... ..%..... . _ ......................................... ...... ..... .... .. ..... ... ... .. ^ t .. �� e. ,. 97.5 @ 208V. ...97 @ 208V... r. '� - f„ ,..F • t - "' S ".: CEC Weighted Efficient -- 97.5 -- 98 97.5 97.5 97.5 % ... .. .............. ................. .................. .............. 240V.... ............. .. ... .... .....�.... y Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES , Supported Communication Interfaces RS485:RS232,Ethernet,ZigBee(optional) - e-: - ....... ...... ........... ...... .. ..... ................................ ........ ......... .. .. ................................. ....... Revenue Grade Data,ANSI C12.1 Optional(3) ^a'ERS*LS3$.. 3rd c r#, -- a "a.<, .�'., s3' ', ..er +'r rc v= r� i Rapid Shutdown-NEC 2014 6'9 Functionality enabled when SolarEdge rapid shutdown kit Is installed(4) ,xazr t"", 'STANDARD COMPLIANCE — i.+...-�-� +„w '4"�`a'ba,;*'`S"' , +s 4' `2,,rti6,' h # �`"x.+S`*:y"t i.4�`"r's• � 3:: .-Safety .. .......... ...................................... 96:UL19. .C.S.A...2.2.:2........................................ ......... ..GridConnectionStandards IEEE1547 ... Emissions FCC partlS class +s? i INSTALLATION SPECIFICATIONS .,, .„ ? • •• - "n "'s • .� ,;; AC output conduit size/AWG range 3/4'minimum/16 6 AWG 3/4 minimum/8 3 AWG j o- - • 3' input conduit size/q of strings/ 3/4"minimum/1-2 strings a"p' '`• t' ...................3/4„minimum/1-2 strings/16-6 AWG.................. .... ... .. rang?......... 14-6 AWG -, ---a �•"t- fq?:. =' r""�"" "` Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/ I "' 4 -.� • `' # x .�' 0 4 �f �� r 30.5x 12.5 x 7.2/775 x 315 x 184 +w..-:: • E _ �: yr € + HxWzD 775 x 315 x 260 in - [ * , i z `" '"` °; Weight with Safety Switch 51.2/23.2.. ...54.7 m88.4/40.1 lb/kg r Natural convection - Cooling Natural Convection and internal Fans(user replaceable) fan(user - The best choice for SolarEdge enabled systems replan?able).- .. ............................................ Noise <25 <50 dBA ........................................... ................................................................... .. .............................. ......... Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min:Max.Operating Temperature -13to+140/-25to+60 40to+60 version available1sl) •F/-C — Superior efficiency(98%) Range..:....................._ ......... ..................................................................................................................................... • Protection Rating NEMA 3R —"Small,lightweight and easy to install on provided bracket taForother regional settings please wmactsola�Eeaesupport. 1�1 A higher current source may be used;the inverter will limit its input current to the values stated. - Built-in module-level monitoring _ - 131Revenue grade Inverter P/N:SEznaA-US000NNR2(for 76COW inverter.SE7600A-US002NNR2). - . 14)Rapid shutdown kit P/N:SEI000-RSD-S1. — .Internet connection through Ethernet or Wireless 10 410version P/N:SEwanA-USOOONNU4(for 760OW inverter:SE7600A-US002NN1.14). Outdoor and indoor Installation * �, k � y.. h Fixed voltage inverter,DC AC conversion only ; Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 surtsl=e 0 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us is F, 4 w fi 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. 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. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE ` GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 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 w' 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 r STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT • Vmp , VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 UPLIFT CALCULATIONS - PV6 -THREE LINE DIAGRAM GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION Cutsheets At ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH ' THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: 'Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Cambridge Electric Light) i u► ,dam CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0 2 6 5 7 7 O BARACHO, GERALDO BARACHO RESIDENCE James Tursch7724 iO'arC'��BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ,�NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 32 CLIFTON LN 5.1 KW PV ARRAYPART TO OTHERS OUTSIDE THE RECIPIENTS NODDLES: BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH ,THE SALE AND USE OF THE RESPECTIVE (20) CANADIAN SOLAR # CS6P-255PX St. Martin Drive,Building 2,-Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: 50H 737-5469 PV 1 1O 27 2014 L (OLO)ITY(765— F ) ww 638-1029 SOLAREDGE SE5000A—USOOOSNR2 ) COVER SHEET (888�SOL—CITY(765-2489 www.golarcity.com PITCH: 38 ARRAY PITCH:38 MP1 AZIMUTH: 145 ARRAY AZIMUTH: 145, y MATERIAL:Comp Shingle STORY: 2 Stories �ytr of� YOO JIN K VI H No.4 7 .o AL Digitally oo Jin Kim Date:2 4.10.2716:25:16 07'00' LEGEND O (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO AC O Inv & WARNING LABELS © © DC DISCONNECT & WARNING LABELS O © AC DISCONNECT & WARNING LABELS O DC JUNCTION/COMBINER BOX & LABELS MP1 Q DISTRIBUTION PANEL & LABELS A Lc LOAD'CENTER & WARNING LABELS (E) DRIVEWAY O DEDICATED PV SYSTEM METER Front Of House Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR 32 Clifton Ln --- CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L-'J SITE PLAN N Scale: 1/8" = 1' 01' 8' 16' S F CON J B-0 2 6 5 7 7 00 PREMISE OWNER: DESCRIPTION: DESGCONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER:CONTAINED SHALL NOT BE USED FOR THE BARACHO, GERALDO BARACHO RESIDENCE James Turschmann So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: - AV:A NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 32 CLIFTON LN 5.1 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION NTH � 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (20) CANADIAN SOLAR # CS6P-255PX PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)636-1028 F. (650)636-1029 - PERMISSION of SOLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 (508) 737-5469 SITE PLAN PV 3 10/27/2014 1 (886)-SOL-CITY(765-2469) www.solarcitycom (E) 26 ' (E) 2x4 S1 �ySH OF Y00 JIN K F' S'-2" 7'-11" No.4 t (E) LBW Digit �, o Jin SIDE- VIEW. OF MP1 NTs . _. Kim A Date: 2 14.10.27 16:25:29 MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED a PORTRAIT 48" 17" R ROOF AZI 145 PITCH 38 AFTER 2X10 @ 16"OC STORIES: 2 . ARRAY AZI 145 PITCH 38 u. 2x8 @16"OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, 'MARK HOLE ZEP LEVELING FOOT _ (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT ` (6) HOLE. (4) �2) SEAL PILOT HOLE WITH ZEP COMP MOUNT C POLYURETHANE SEALANT. ZEP FLASHING C, - (3) (3) INSERT FLASHING. '.( SHINGLE 'E) COMP. �1) (4) PLACE MOUNT (E) ROOF DECKING (2) V (5) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER. STEEL LAG BOLT--, LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH - WITH SEALING WASHER C6)l (2-1/2" EMBED, MIN) BOLT & WASHERS. " (E) RAFTER _ S1 STANDOFF /� CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-O 2 6 5 7 7 00 PREMISE OWNER: DESCRIPTION: DESIGN: ��� CONTAINED SHALL NOT USED FOR THE BARACHO, GERALDO BARACHO RESIDENCE ,lames Turschmann �'"!''SOIarClty BENEFlT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: r ��� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 32 CLIFTON LN 5.1 . KW PV ARRAY , h� PART TO OTHERS OUTSIDE THE RECIPIENT'S MooutEs BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH r THE SALE AND USE OF THE RESPECTIVE (20) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Dride,Bullding 2.Unit 11. SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: = SHEET. REV: DATE: Marlborough, 52 T: (650)638-102 F:A(617)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE #SE5000A=USOOOSNR2 (508) 737 -5469 STRUCTURAL VIEWS PV 4 10/27/2014 (888)-SOL-CITY(765-2489) www.solarcitycom UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. { t CONFIDEN J B-0 2 6 5 7 7 00 PREMISE OWNER: DESCRIPTION: DESIGN: TIAL— THE INFORMATION HEREIN JOB NUMBER: ■ CONTAINED SHALL NOT BE USED FOR THE BARACHO, GERALDO BARACHO RESIDENCE James Turschmann � BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: I �':,d;SolarCity NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 32 CLIFTON LN 5.1 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES:- BARNSTABLE, MA 02632 ORGTHEASALE AND USEEPT OF IN CONNECTION THE RESPECTIVE (20) CANADIAN SOLAR # CS6P-255PX 24 St.Martin MAd01752 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET. REV DALE T: (650)638-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER' 508 7375469 PV 5 10 27 2014 (888)—SOL—CITY(765-2489) www.solarcity.com SOLAREDGE SE5000A—USOOOSNR2 r - UPLIFT CALCULATIONS GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND,(N) #8 GEC TO TWO (N) GROUND Panel Number:LC240PC Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE #SE5000A—USOOOSNR LABEL: A —(20)CANADIAN SOLAR # CS6P-255PX GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:44 008 159 Inverter; 5000W, 240V, 97.57; w/Unifed Disco and ZB,RGM,AFCI PV Module; 255W 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Underground Service Entrance INV 2 Voc: 37.4 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC..STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E; 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER 20OA/2P Disconnect 3 SOLAREDGE SE5000A—USOOOSNR2 (E) LOADS I3 L1 Z-„ SolarCity L2 N - 2 A 1 30A/2P --------------------- ———-—— EGcI ___ oc. Dc. - - - - =--- GND -------- A GEC N DC- _ DG MP 1: 1x20 _ I EGC- --—-----------—----------- ---.,-- - EGC -- - --tJ N I o EGCIGEC _ GEC -+ .. . . TO 120/240V I I SINGLE PHASE UTILITY SERVICE I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* MAX VOC AT MIN TEMP POI (1)MURRAY#MP230 PV BACKFEED BREAKER 6 (1)CUTLER—HAMMER DG221UR8 /fj - A (1)SolarCity 4 STRING JUNCTION BOX D� Breaker, 30A72P, 2 Spaces Disconnect; 30A, 24OVac, Non—Fusible, NEMA 3R A 2x2 STR�GS, UNFUSED, GROUNDED —(2)Ground Rod; 5/8' x 8% Copper —0)CUTLER, AMMER DG030NB Groundleutral it; 30A, General Duty(DG) PV (�Q)SOLAREDGE f300-2NA4AZS PowerBox Optimizer, 30OW, H4, OC to DC. ZEP nd (1)AWG$6, Solid Bare Copper —(1)Ground Rod; 5/8" x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE O� 1 AWG 10, 1HWN-2, Black 1 AND 10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG 10, PV WIRE Black Voc* =500 VDC Isc =15 ADC 141—(1)AWG #10, THWN-2, Red O (1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=14.38 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=14.38 ADC LOLL(1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=20.83AAC (1)AWG#10, THWN-2,.Green. . EGC. ._ .-(1)Conduit.Kit;.1.'.PVC, Sch..40 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .70 AWG#8,.THWN72,.Greeq . . JE9P/qEP.70X09c1U.it.Kit;.1'.PVC,Sch..40.. . . . . CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-026577 00 PREMISE OWNER: DESCRIPTION: DESIGN: BARACHO, GERALDO BARACHO RESIDENCE ,James Turschmann �-� ,�Olar ' CONTAINED SHALL NOT BE USED FOR 'ME �:�lp BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.40 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 32 CLIFTON LN 5.1 KW PV ARRAY h� y PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02632. THE SALE AND USE OF THE RESPECTIVE (20) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER. SOH 737-5469 PV 6 10 27 2014 T. (650)638-1028 F: (650)638-1029 SOLAREDGE SE5000A—USOOOSNR2 ) THREE LINE DIAGRAM / / (888)-SoL-CITY(765-2489) www.solarcit.com Label Location: Label Location: Label Location: ` • o 0 0 `o a (C)(CB) o (AC)(POI) o (DC) (INV) Per Code: _ _ Per Code: _ _ Per Code: - NEC 690.31.G.3 0e o 0 o ° NEC 690.17.E ° o ° ° o- •o• ° NEC 690.35(F) Label Location: o :o ° • 0 0 0 • TO BE USED WHEN 0 ��''. - ° -° ° ° • ° INVERTER IS (DC) (INV) •° • '.o e °Per Code: UNGROUNDED D O NEC 690.14.C.2 Label Location: Label Location: o LAJ� (POI) .0 (DC) (INV) _ u� Per Code: -e Per Code: o ° °- NEC 690.64.B.7 ° - NEC 690.53 ee e o 0 91 0 V ° 90 o- Label Location: K (POI) Label Location: _ ° ° Per Code: o (DC) (CB) •-° °o °e e o NEC 690.17.4; NEC 690.54 _ _ Per Code: ° ° ° NEC 690.17(4)on =o ° o•° ° "Kok ° o- °•e ° ° ° :o o •o SME e- -e o o' o• oe e- � G1 ff Label Location: o � (DC) (INV) Label Location: U1V _ Per Code: �n11(1 (D) (POI) NEC 690.5(C) L"JLAJ Per Code: lip -o ° • ° ° e e o o- -o ° °• ° NEC 690.64.B.4 Label Location: Label Location: p (POI) (AC) (POI) . -o - o - Per Code: (AC):AC : AC Disconnect D O Per Code: - ° °o o `" '° NEC 690.64.B.4 (C): Conduit NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect AC POI Gl ( ) (POI) (LC): Load.Center •- - -- Per Code: (M): Utility Meter �d NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR `�••��j C®c®O® THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, SC Label Set •;;� SoiarCit o ®OL EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ,P SolarCity SleekMountTM - Comp SolarCity SleekMountTM - CoMp - _ The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed - /� Installation Instruction's is optimized to achieve superior strength and Zep CompatibleTM modules aesthetics while minimizing roof disruption and + ,d 0 Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and •Interlock and grounding devices in system ULi'w Fastener Size Per NDS Section 1:1.3.2 listed to UL 2703 mounting clamps,combined with the addition % 2 clot hole with roofing ' > of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 Seal 4 <C -~ ® P ,9 sealant as"Grounding and Bonding System" 0 3 Insert Comp to a more visually appealing system.SleekMount ® p Mount flashing under upper utilizes Zep Compatible TM modules with .Ground Zep UL and ETL listed to UL 467 as ? � ` layer of shingle strengthened frames that attach directly to grounding device ® Place Comp Mount centered Zep Solar standoffs,effectively eliminating the need for rail and reducing the number of •Painted galvanized waterproof flashing f I upon flashing standoffs required. In addition, composition .Anodized components for corrosion resistance - } 5 Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this with sealing washer. —j system,allowing for minimal roof disturbance. •Applicable for vent spanning functions a © Secure Leveling Foot to the Comp Mount using machine Screw O Place module 0 Components Q5/16"Machine Screw o © Leveling Foot r Cam! OC Lag Screw - ©D Comp Mount ® Q Comp Mount Flashing C v , D o`i ``►Ili .. .r �onvar�a .. —����i I Solari`y® January 2013 q�j a� Oo U� LISTED S®larCit�® January 2013 OMPP oe� lFt„1�dgee5;g1, �`�� CS6P-235/240/245/250/255PX „$ Nr CanadianSolar Electrical Data Black-framed hE BfeaO - ,.� - STC CS6P-235P CS6P-240P CS6P-245P CS6P-250PX CS6P-255PX Temperature Characteristics Nominal Maximum Power(Pmax) 235W 240W 245W 25OW 255W ss5�1 �M�` I; ri Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V Pmax -154 0.43%PC e tJ V :i1r�r� 1 € 1 Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc -0.34%/°C Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V 37.2V 37AV Isc 0.065%I°C - .'` Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 45t2°C Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.85% iYM.: ` -.r r�3 't•�e '' 1 €*` Operating Temperature -40°C—+85°C Performance at Low Irradiance Maximum System Voltage 1000V IEc /600V UL Industry leading performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an " Application Classification ClassA irradiance of 1000w/m'to 200w/m' NNext Generation Solar Module Power Tolerance - 0_+5W (AM 1.5,25•C) Under Standard Test Conditions(STC)ofirradianceof1000W/m',spectrum AM 1.5and celltemperature of25'C NewEdge,the next generation module designed for multiple t - Engineering Drawings s .NOCT'��...�.x'`�' CS6P-235PXCS6P-240PXCS6P-245PXCS6P-250PXCS6P-255PX types of mounting systems,offers Customers the added Nominal Maximum Power(Pmax) 17OW 174W 178W 181W 185W • value of minimal system costs,aesthetic seamless Optimum Operating Voltage(Vmp) 27.2V 27.3V 27AV 27.5V 27.5V - appearance,auto groundingand theft resistance. Optimum Operating Current(Imp) 6.27A 6.38A 6.49A 6.60A 6.71A Open Circuit Voltage(Voc) 33.9V 34.OV 34.1V 34.2V 34AV The black-framed CS6P-PX is a robust 60 cell solar module Short Circuit current(Isc) 6.86A 6.96A 7.08A 7.19A 7.29A .._ incorporating the groundbreaking Zep compatible frame. Under Normal Operating Cell Temperature,Irradiance of 800 W/m',spectrum AM 1.5,ambient temperature 2WC, The specially designed frame allows for rail-free fast wind speed 1 m/s installation with the industry's most reliable grounding "• Mechanical Data system.The module uses high efficiency poly-crystalline Cell Type Poly-crystalline 156 x 156mm,2 or 3 Busbars Key Features silicon cells laminated with a white back sheet and framed Cell Arrangement 60(6 x 10) with black anodized aluminum.The black-framed CS6P-PX Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.57in) Quick and easy toinstall - dramatically is the perfect choice for customers who are looking for a high Weight 20.5kg(45.2 lbs) reduces installation time quality aesthetic module with lowest system cost. Front Cover 3.2mm Tempered glass - Frame Material - Anodized aluminium alloy • Lower system costs - can cut rooftop Best Quality J-Box IP65,3diodes 42 installation costs in half Cable 4mm'(IEC)/12AWG(UL),1000mm • 235 quality control points in module production - connectors MC4 or MC4 Comparable • Aesthetic seamless appearance - low profile • EL screening to eliminate product defects Standard Packaging(Modules per Pallet) 24 Co with auto leveling and alignment • Current binning to improve system performance • Accredited Salt mist resistant Module Pieces per container(40 ft.Container) 672pcs(40'HQ) ' - Built-in hyper-bonded grounding system - if it's mounted,it's rounded I-V Curves(CS6P-255PX) s Best Warranty Insurance a' Theft resistant hardware • 25 years worldwide coverage o - # S Section A-A • 100/e warranty term coverage s • Ultra-low parts count - 3 parts for the mounting • Providing third party bankruptcy rights 7 ' 35.0 i and grounding system • Non-cancellable 6 1 I 1 s I I • Industry first comprehensive warranty insurance by Immediate coverage a i AM Best rated leading insurance companies in the Insured by 3 world top insurance companies o n11.7 world1 — ~wls+a a v Comprehensive LCertificates 3 Industry leading plus only power tolerance:0—+5W • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, 111 25 Backward compatibility with all standard rooftop and CEC Listed,CE and MCS I = m 15 r<s 35 43 a T 0 6 ground mounting systems • IS09001:2008:Quality Management System - • ISO/TS16949:2009:The automotive quality 'Specifications included in this datasheet are subject to change without prior notice. • Backed By Our New 10/25 Linear Power Warranty management system Plus our added 25 year insurance coverage • IS014001:2004:Standards for Environmental About Canadian Solar management system Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was t097y A QC080000 HSPM:The Certification for companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in dded Value F manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing 90% rOm Warranty Hazardous Substances Regulations solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide 80% t occupational health and safety customers. Canadian Solar's world class team of °� s 10 1s zo zs REACH Compliance professionals works closely with our customers to provide them with solutions for all their solar needs. • ) ?�y $ 4 10 year product warrant on materials and workmanship z a� ��; SA / " Y P Y P O -. CaaC E C V�Gs v , •25 year linear power output warranty f t s www.canadiansolar.com EN-Rev 10.17 Copydght a 2012 Canadian Solar Inc. l"y1 �a1i prep f 'm solar,=oo L� SoIar - 0 0 � SolarEdge Power Optimizer f�fl Module Add-On for North America r= P300 / P350 / P400 SolarEdge Power Optimizer Module Add-On For North America o P3De F35D 96-c • for 9bcell PV modules) modules) modules) _ P300 / P350 / P400 � :INPUT nI (for60-[eBPv (for72-[eIIPV ( Rated Input DC Power 300 350 400 W ............................. .... .... ..... ........ .... ... Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 8o Vdc .. ..... ....... ...... ..... .... ............. ..... . MPPT Operating Range 8-48 8-60 8-80 Vdc Maximum Short Circuit Current Qsc) 10 Adt .......... ....... ......... ....... ........ ............:..... ......... .................................................................... ........ ��yRy�� _ Maximum DC Input Current 12.S Adc ................................................ .................... ................................... .... .............. ........ ... .. .. Maximum Efficiency ............................................................................. .... ....... ............. Weighted Efficiency 988. %..... Overvoltage Category II .OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 15 Adc ^ p rr--�� Maximum Output Voltage 60 Vdc fpL -.OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) r--,� - Safety'Output Voltage per Power Optimizer 1 Vdc r , STANDARD COMPLIANCE ' ......................................... ..........FCC Part15 Class B IEC61000 6 2,IEC61000-6 3 ._... _.....,. '�• Safety. IEC62109 1(class II safety)UL1741 - RoHS Yes INSTALLATION SPECIFICATIONS ' J" Maximum Allowed System Voltage 3000 Vdc - ..ff .... .. Dimensio .(W xLx H) .. ................141,x 212 z40;S./,S.SS,x834 x.1S9.... I.......mm/in ..> .. ... .. ........:.... ... Weight(Including cables) 950/2.1 I Input Connector MC4/Amphenol/Tyco Output Wue Type/Connector Double Insulated,Amphenol ` ....output ............................ .................................. .......0................. ...... ........................................ .. Output Wue Length ..- /3A 1.2/3.9 m/ft ., -,,,." , Operating Temperature Range....... ... ........ . ....... ... +185......... ........ 'C/'F+ Protection Rating IP6S/NEMA4 Relative Humidity 0-300 % �n R—d src power m cup modmp.M-1 m up m s%ppwp.1.1—na 0—d. r ;PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE SINGLE PHASE .INVERTER 208V 480V PV power optimization at the module-level - � � Minimum String Length(Power Optimizers) 8 10 18 - ..... ........................................................................... .. Up to 25%more energy- Max....* String Length(Power Optimizers) 25: 25 ... .. 50 Maximum Power per String 5250 .. .6000 12750 W Superior efficiency(99.5%) �„ ...... .. .. ..... ............... ................. .. ....... ...... . t Parallel Stnngs of Different Lengths or Orientations Yes — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - "e"' '"""" "ions"""""' """"""""""'"-""""`""""" """'•"'•' Flexible system design for maximum space utilization — Fast installation with a single bolt - "�"'"• �""""""' --�'�""` `"�""!""" -'"'� Next generation maintenance with module-level monitoring -t Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA wWW.Solaredge.Us - ] so I a r ' Single Phase Inverters for North America Wo & x a y O O SE3000A-US/SE3800A-US/SE5000A US/SE6000A-USl a re0s oSE7600A-US/SE10000A-US/SE11400A-US 7 � SE3000A-US SE3800A-US SE5000A-US SE6000A-US SE7600A-US SE10000A-US SE11400A-US v a Y OUTPUT Phase Inverters z� � - - 998°@2°$� S o f a rE d g e Single t= Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA nyr . t - ............. ............ ........... ...... ........ ............ .......... 10000 @240V.................... . ......... / ............................ Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA + -�' r P 5450 240V 10950 @240V For North America :. - , , @. ti s .. ........... ............... . ... ................ ....... .... AC Output Voltage Min.Nom:Max.* _ .. SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ 183-208-229Vac .. „__........_, ........................................ ................ ............... ................. .. .. .. .. .. * r ;n �Tr "` AC Output Voltage Min:Nom:Max.* SE760OA-US/SE1000OA-US/SE1140OA-US 211-24D-264Vac AC Frequency Min,Nom:Max.* .,. .,,.. 59.3-60-60.5(with HI country setting 57 60 60.5) Hz }'' a Max.Continuous Output Current 12.5 16 L.21 @ 240V 'I. .25. 32 I 42 @ 240V I 47 5 A ....................I.................... .......... ...I... ......... .... .. ... ... ......... ........... ....... ......... .. .... L, -.t ..• , ' ,:.�a GFDI .......... ... .. .......... .... ......................... .................................................................................... ......... {. Utility Monitoring,Islanding 1 A Protection Country Configurable Yes aerie, Thresholds INPUT :. -•-•- -- --• v ats i��y - Recommended Max DC Power** 3750 4750 6250 7500 9500 12400 14250 W WaffanH ,j. -.. (STCL.... ... ................. ...... ........ ................ ........... .................. ......... P ............................. ............. Transformerless,Un rounded Yes ........................ _... ... �e)2en�o, .... ...........g................. ......................................................... Max.Input Voltage 500 Vdc•lea,..», . ,. .... ..... .......................................... „� -t.. '„ » - Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc ........................................ ............. ........... ..... ...... ............ ............ ..... ...... .............. ......... Max.Input Current*** 9.5 13 16.5 208V 18 23 33@ 208V 34.5 Adc 30.5 240V 15.5 240V i • Max.Input Short Circuit Current 30 45 Adc ............................... ....... .......... .......................... ............................. ... ..................................... .. r, Reverse-Polarity Protection Yes ... Ground Fault Isolation Detection 600knSensitivity .......................................... ................ ............... ................. ... ............. .................................... ........... F - Maximum Inverter Efficiency...._,..._ 97.7 98.2 98.3 983 ....98.... .... 98,___._ .....98..... ..%..... ................ ............... ................. , 97 5 @ 208V 97 @ 208V I CEC Weighted Efficiency 97.5 98 97.5 97.5 ...5 9' .......................................... . 98....240V.. ................ 9Z5 @................240V .................. Nighttime Power Consumption <2.5 <4 W t ADDITIONAL FEATURES Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) a-... .... .............. ................. .................... .................... ......... - _ ....a..NSIC.......... ....... ......... Revenue Grade Data,ANSI C12.1 Optional awa- - STANDARD COMPLIANCE UL1741,UL1699B,UL1998,CSA 22 2 - '�� Grid Connection Standards IEEE1547 i .......................................... ................... ..... ... .............. ..................................I..... ...... ......... - _,_ Emissions FCC part15 class B INSTALLATION SPECIFICATIONS ( .� i - AC output conduit size/AWG range 3/4 minimum/24 6.AWG 3/4"minimum/8-3 AWG .......................................... ................... ................. ... ............ ............. ........................ ........... DC input conduit size/#of strings/ 3/4"minimum/1 2 strings/24 6 AWG 3 4"minimum/1-2 strings 14 6 AWG AWGrange............................ ................................ ...................................................... ........... " Dimensions with AC/DC Safety 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ in/ as - 30.5 x 12.5 x 10.5/775 x 315 x 260 11?;,,•v,,,,�qu..._., _ rb�. Switch(HxWxD) ,.,,..775 x 315 x 172 775 x 315 x 191 min Weight with AC/DC Safety Switch 51.2/23.2 I 54.7/24.7 88.4/40.1 lb.kg ................................. ........ ................................ ..........54.................... ......................8.4/.......................... ..b/kg. Cooling Natural Convection Fans(user replaceable) ....... ............................. .................................... . ......... .............. ........... The best choice for SolarEd a enabled systems NO15e <25 *-4 <so........................ FBA. .................................... .... ............................................ .. . g y � Mm.Max.Operating Temperature Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Ran a -13 to+140. 25 to+60 CAN version****-40 to+60 F/.. Superior efficiency(98%) - - Protection Rating NEMA 3R •For other regional settings please contact SolarEdge support. Small,lightweight and easy to install on provided bracket ••Limited to 125%forlocadons where the yearly average hightempenature is above 77-F/25'Cand to 135%for locationswhere It isbelow 77'F/25'C. •'For detailed information,refer to htt // I d /fil /dfs/ rt d o 'd df • Built-in module-level monitoring A higher current source maybe used;the inverter will limit its input current to the values stated. •CAN F/Ns are eligible for the Ontario FIT and microFIT(miaoFlT en.SE11400A-US-CAN). - Internet connection through Ethernet or Wireless :_�.,�.:,�..,. -...��... ,:. •-r -,. •• -$.^ _ '�.-- _ -_.fir -. 4_� ,.�. -,. .. - ` .- �,. s� ._-.. .. �..�. 1 Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only j Pre-assembled AC/DC Safety Switch for faster installation Optional-revenue grade data,ANSI C12.1 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us z z - o • -d ` - A- V 7/ o ROAD �p0 , sa.ae 75 00 y 25w 2 0 i w o0 0001 27° CA • 75. 23 o v 0� • _ 75p0 19w � 21 0�. 8230� v T 0 � 64 Q8 C b l4 O 50 w 75 0 0 7500 V Q _5 53.52 o•E 75.00 17p o o n4 c 7500 �6e;.: J r p N 55 S? 5 15.00 16,4 0 7500 7d.66 yS 59� 8d.do A Q 75.00 w _ /Q c 7500 $ 75 8297 ga26 , 99e0 >— r 0 W 75.00 12 0 7500 0 75.00 0 �, 2 c 760 + u� w N ♦ 0 15.00 A fO o 7500 75.00 2 �A 0 24 , 26 s 59ACO L O 75.00 �L p b1 �O O 4 �,uCaA�+�,u1 75p0 7 0 7500 5o'W 75.00 In 20A `^_ e.v 8500 a v. 8740 4 `O $ o -5 5 3;3� 75 00 15 00 A v o ff 8070 ON N v o i'7 0 00 75 p0 4A o 7SO0 S.00 75.00 i8 0 0 7500 �` s s0. 0 7500 0 7 0 b� 2A 7500 �0 75.Od 7500 /3^ /S o 7500 0 75.02 7602 a f o 7500 75.0o p0 ° 75vo /Y o 0 7500 �2a1 75.02 Rad;s•s7es4 0 0 15.00 7S 9A c 7500 -$ - 6Y.19 - `� 75.00 75'00 8A !0 7500 0 75.00 g LANE { 67 66 4o-0� 75.00 Id?b5- 7500 0 500 75� 8 7500 7500 0 75,OD 53, 2 ,w 76.00 Y 75.00 N R z3 11.74. 75.00 G L 1 FT i 88 270.00 RESUBD/VISION OF A ,SORT/O/V OF BLOCK F (S LOGK WE.THE CCOMPRISING 2 T LOTS�• q liyp f .. t. y c� INCLUSIVE} r'.OV -: T ry AT r - c..UTdY U CDR - ' WEST HYANNISPORT- nwaAlsTwa�a- M..SS_ u �1 1 ?1 '•J•1 '. y TG.:\U.= PROPERTY Op II DATED. ���®��® C:,AN � /"� n 14/9��_ Seale.1u>c�•d0�ee�. - Mar+c/s I/, /9s2 deorse s Kellogg CivilEnq/neers. M Ab-CS—P/on feQVded;n P/On&O* ♦ 7s-'Vige I aI ea.-.,,1o6*Regi3lry c,/'oredsJs- _.,,A TOP FNDN EL. 27.0' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6' ❑f- FIN. GRADE <NOT TO SCALE) PE �- ACCESS COVER (WATERTIGHT) TO ENGINEER: AH OJALA, 9 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE DAVID STANTON 2% SLOPE REQUIRED OVER SYSTEM 25.05' WITNESS: I < 24.84 RUN PIPE LEVEL 2' DOUBLE WASHED PEASTONE DATE: 4/9/02 8 FOR FIRST 2' CY P ROPOSED \ 0.75 MIN PERC. RATE _ < 2 MIN/INCH 4.37' 24.62' 24.3 CLASS SOILS P# 10209 AS , -. aam AFFLE 24.07' ��'� 3 90 SOUND VIEW DR. CY 23.88' Sa' 0 SIDES < 2 % SLOPE) 6' CRUSHED STONE OR MECHANICAL \ I I L LOCUS COMPACTION. (15.221 123) ate' ' gong, 0 23.3 Q ELEV. IT, DEPTH OF FLOW = 4 < 1 7 SLOPE) 9. SLOPE) 0' 24.1' ON21.4 TEE SIZES: , 3/4' TO 1 1/2' DOUBLE WASHED .TONE CRAIGVILLE BEACH RD. INLET DEPTH = 10 �BCA + O&:A OUTLET DEPTH = 14' 8„ 10YR 3/2 I 8„ 1 OYR 3,/2 LOCATION MAP NOT TO � ,-_ALE 5' - LEACHING FOUNDATION- 11' SEPTIC TANK 30' D' BDX 4' FACILITY S ' `= ASSESSORS MAP 247 PAR :EL 1 FS ZONING DISTRICT: RB 10YR 3/6 USE ADJ WATER AT EL. 18.3' 10 _ 10" 10YR 3/6 YARD SETBACKS: B ;3 FRONT = 20' LS LS SIDE = 10' 24" 10YR 5/8 24„ 10YR 5 /8 REAR = 10' - _ PLAN REF. - C FL`1OD ZONE: C I MCS WELL: MIW 29 M�S ZONES: B/C (BORDER) ADJ; 3.2'/4.3' (AVG = 3.7') BENCH MARK - TOP OF CONIC, 5' REMOVAL OF UNSUITABLE SOIL 2.5Y 7/4 BOUND. EL. = 26.5' 26.06 REQUIRED AROUND PERIMETER OF 261 LEACHING FACILITY, DOWN TO 96" OBS• W; TER 13.4' SUITABLE SOIL LAYER. REPLACE 114" OBS. WATE`? 14.6' i WITH CLEAN MED. SAND. ENGINEER -- 2.` Y /4 5��� 5 TO INSPECT AND CERTIFY , REMOVAL. 12O' 120" 24.42 - - - NOTES.- PROVIDE 22' OF 40' f 4.67 �� MIL LINER AT 5' OFF rEPTIC DESIGN: (GARBAGE DIS'❑SER IS NOT ALLOW-D_ ) 1. DF TU 4 IS APPROXIMATE NGVO SAS IN AREA SHOWN i� .16 DESIGN FLOW: _3_ BEDROOMS ( 110 GPD) = 330_ ,F D 2. h1: Nl APAL WATER 1'� AVAILPt3LE 24_ - + 4.s �- P 0o USE A 330 GPD DESIGN FLOW 3. M NPIUM PIPE PITCH TO BE 1/8' PER F'ODT. + 23.6 �_ GAR SLAB `��', + 2O3 .SEPTIC TANK: 330 GPD < 2 ) = 6_ 6Q_ 4. D,.:SI -N LOADING FOR ALL PRECAST UNITS TO BE RASH❑ H- 10• EL. 25.5' -- ,-� 5. P .PE JOINTS TO BE MADE WATERTIGHT. GALLON SEPTIC TANK �1h PROP. DWELL. ��� � 2 USE A 1500 6. Ci7N_ TRUCTION DETAILS TO BE IN ACCORDANCE W TH MASS. � LOT 3A 23 - ---�. rF m 27.0' _ � __-__-_�,.- __.-. ----22 � LEACHING: + 10.83 .5$ .74 = 41 7• T '�V :RONMENTAL CODE TITLE V, + 23.35 - ) ( ) iIS PLAN IS FOR PROPOSED WORK ONLY AND NOl TO BE j" 15,775t SQ. FT. 80\ ( TH2 �N SIDES: U ED FOR LOT LINE STAKING. + 22. 2 1.44 P20.94 37.25 x 10.83 (.74) = 298 2 -- BOTTOM: 8. P'PE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. x _ = - ----- �� 459 339 eNC�}.'��� �� _. - USE 5 STANDARD INFILTRATORS WITH 4 STONE AT I4SPECTION BY BOARD ❑F HEALTH AND PERMISSI ED WITHOUT x WORK-[14 MI~? L N --�__ W ,x TOTAL S.F. GPD 9. COMPONENTS NOT TO BE BACKFILLED DR CONCEA, (SILT F 11N OBTAINED 5.44 / F RUM BOARD OF HEALTH. + 21.a2 + 22a5 .. ='"- � - -- �'� SIDES AND 3' AT ENDS o - 1941 + 20.00 10. BC,2DERING VEGETATED WETLAND FLAGGED BY AM A/ILSON ASSOC. o `L`' 'PROP RETAINING WALL ,)��i�5.20 lT �'�--,�.��.�-- -- =---•-►r1�.�5�'"' TpN LANE LEGEND TITLE .5 SITE PLAN - -- CLIF PROPOSED SPOT ELEVATI❑N OF 32 CLIFTON LANE + 20.70 100x0 EXISTING SPOT ELEVATION IN T iE TOWN OF: 100 PROPOSED CONTOUR ( CENTERVILLE) BARNSTABLE 100 EXISTING CONTOUR PREPARED FOR: J. ,JUNQUIERA 17.80 30 0 30 60 90 BVW #{3 BVW #2 \ BVW #1 7.23 \ � BVW #4 1689 BARD OF HEALTH 17- MA MAY 8, 2002 APPROVED DATE �- SCALE: 1" = 30 DATE: _ I i off 508-362-1511 fax 508 362-9880 6i I ,ye down cape engineering, inc, r/oF Mq, �� 1+of r �y A,NE 1G� �� ARNE H. G CIVIL ENGINEERS J 0,�AIA °vIL Nu. 2 J41I y ti LAND SURVEYORS �, u 'v A�o pti-075 939 vain st, yarmouth, ma 02675 wA_ -`-`0JAL Y .h,S. DATE H. � ''