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0139 SHELL LANE
9 i l f Y TOWN OF BARNSTABLE BUILDING.PERMIT APPLICATION Map 61 c) Parcel 1 Q I —d 0 / Application.., ' Health Division Date Issued ' LQ Conservation Division Application Fee IMM Planning Dept. Permit Fee 9-1p,�; Lo Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address Village . !1_• Owner �� � Address Telephone oel�; '_36 77— ,12.2-1 Permit Request er !►JS Z��'7� �6 ?L15dAa � /1?LTZ r6l'-;P Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation. t 000 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full 0 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 Roo n Count` Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/Goal stove ❑ s ❑ No w Detached garage: ❑ existing ❑ new I size—Pool: ❑ existing ❑ new size _ Barn: ❑ e isting ©fle\A�ize Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name < Gt-bl��� '�/`i�l�� Telephone Number Sa8=3lS-6463 Address '�� 'sS� 5�� License # Q 77/ Home Improvement Contractor# 17d2,79 // Email Worker's Compensation # 001/,V 7Z7?94 D1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJ T WILL BE TAKEN TO SIGNATURE - �QE « i FOR OFFICIA! USE ONLY APPLICATION # i DATE ISSUED `1 r4 MAP/PARCEL NO. t w ADDRESS VILLAGE OWNER. V DATE OF INSPECTION: f: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING Ok POW, 5113��(� DATE CLOSED OUT ASSOCIATION-PLAN NO. i '\ The Commonwealth of Massachusetts IFDepartment of Industrial Accidents 1 Congress Street,Suite 100 Boston,MA 02114-2017 — www.mass.gov/dia orkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organization/Individual):Roof Diagnostics Solar/NRG Home Solar Address: 101 Constitution Blvd. City/State/Zip: Franklin MA 02038 Phone#:508-315-6663 Are you an employer?Check the appropriate box: Type of project(required): 1.Q✓ I am a employer with 70 employees(full and/or part-time).* 7. ❑New construction 2.❑1 am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3.Q 1 am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 E]Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either.have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 5. am a genera contractor and hired sub-contractors se on the attached sheet. ❑I l tt d I h hid the b tt fisted 13.E]Roof repairs These sub-contractors have employees and have workers'comp.insurance3 6. We are a corporation and its officers have exercised their right of exemption per MGL c. 14.�✓ Other PV Solar 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :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:Federal Insurance Co. Policy#or Self-ins.Lic.#:0044727794-01 Expiration Date:4/1/2016 Job Site Address:139 Shell Lane City/State/Zip:Cotuit, MA 02635 Attach a copy of the workers'-compensation policy declaration page(showing the policy 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$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u er the a d ation provided abov is tr and correct Signature: _,� ate: r �� Phone M k8-545-0989 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 5 DATE(MM/DD/YYYY) ACCO o CERTIFICATE OF LIABILITY INSURANCE 07/01/2015 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(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT Destiny Soria - MCGRIFF,SEIBELS&WILLIAMS,INC. NAME: y P.O.BOX 10265 PHC No Ext:800-476-2211 (FAX AIC, No Birmingham,AL 35202 E-MAIL ADDRESS:dsoria@mcgriff.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Kinsale Insurance Company 38920 INSURED INSURER B:Liberty Mutual Fire Insurance Company 23035 Roof Diagnostic Solar Holdings LLC;Roof Diagnostics Solar and Electric LLC;Roof Diagnostics Solar and Electric of NY,LLC;Roof Diagnostics Solar and Electric of INSURER C:Federal Insurance Company 20281 Connecticut,LLC; INSURER D:Travelers Property Casualty Company of America 25674 Roof Diagnostics Solar of Mass,LLC;Restoration Design LLC;RDI Consulting,LLC . 2333 Highway 34 INSURER E:Navi ators Specialty Insurance Company 36056 Manasquan,NJ 08736-1423 INSURER F COVERAGES CERTIFICATE NUMBER:RKP9RUNX REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM POLICY EFF/DDIYYYY MM/DDT LIMITS LTR A X COMMERCIAL GENERAL LIABILITY MSW45968 07/01/2015 04/01/2016 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 50,000 MED EXP(Any one person) $ PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY El PROJECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ B AUTOMOBILE LIABILITY SISIPCA08335015 07/01/2015 04/01/2016 COMBINED SINGLE LIMIT 1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED' SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident Deductible: Comp/Coll $1,000 E UMBRELLA LIAB N OCCUR MSW74841 07/01/2015 04/01/2016 EACH OCCURRENCE $ 1,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 1,000,000 DED RETENTION$ $ C WORKERS COMPENSATION . 0044727794-01 07/01/2015 04/01/2016 X I PER OTH- AND EMPLOYERS'LIABILITY STATU Y/N TE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? ❑ N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ D Installation QT6601F654654TIL15 07/01/2015 04/01/2016 Installation Limit $ 50,000 In Transit $ 200,000 Deductible $ 1,000 Leased/Rented from others $ 50,000 $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE For Evidence Purposes Onlyj Page 1 of 1 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD � _. .!�( k s � s :it en a f //e y origgibnkadr§ . . .. � . « « . : » LfcenA §-031 & : . : JOSEPH M«YtDCklIdCO 2�\ «\\ Z a � R HILL«RES AVENUE\§ƒ.�Seekonk M 0271 y . 9 «« Ea : » : . 4*217 @ems o¥( . . I Town of Barnstable Regulatory Services Richard V. Scali,Director s Building Division BARNSTABLE waxs*�•mnmwts.miurt•xrwnu Thomas s639• �1� Per�f CBO 1639-1014 ArEO + Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.m a.us Office: 508-862-4038 Fax: 508-790-6230 February 19, 2016 Joseph Wyldchirico 11 Hill Crest Ave. Seekonk, MA. 02771 RE: 139 Shell Ln., Cotuit, Map: 019 Parcel: 101-001 Dear Mr. Wyldchirico, This letter is in response to building permit application number B-16-62 submitted to install solar panels at the above referenced address. Unfortunately,the application can not be approved at this time because of the following: 1) The construction documents submitted show NRG Home Solar authorized to apply for a building permit; however, no documentation has been submitted with this application demonstrating you have any affiliation with NRG Home Solar. Please do not hesitate to contact this office with any questions. F Respectfully, M�L//L�duzon Local Inspector jeffrey.lauzon@town.barnstable.ma.us (508) 862-4034 /l ey Office of Consumer Affairs ad Business Regulation. C5�, 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement,,Contractor Registration Registration: 170279 k " •_ t ° Type: Supplement Card j s e Expiration: 1 015(201 7 ROOF DIAGNOSTICS SOLAR OF MASS;LL JOSEPH WYLD-CHIRICO 5t 2100 HIGHWAY 35 SEA GIRT, NJ 08750 >t=` ", ' Update Address and:return card.Mark reason for change. seal zaM-os;n Address f_`_I Renewal '[]:.Employment, t_�'Lost Card #3f ice of Consumer Affairs&Business Regulation License or registration valid for"individul use.onty- rt before the expiration date. 7f found return to: i� ilE IMPROVEMENT CONTRACTOR P - " j,�f Office of Consumer Affairs and:Business Regulation X, registration: 170279 Type: 10 Park.Plaza-5uite:5.170 Expiration: 1 01512 01 7 Supplement Card" Boston;nA 0211E ROOF DIAGNOSTICS SOLAR OF MASS,LLC. NRG HOME SOLAR JOSEPH VVYLD-CHIMCO' 2100 HIGHWAY 35 SEA GIRT,NJ 08750 Undersecret' ary i of valid without signature •"w�1 C✓`� 3 Ali Wyw' wfl� 'i .� CD k J- NO M DocuSign,Envelope ID:E8647820-0837-4D97-8FAE-480352AOA269 nr.g Home SOLAR POWER SYSTEM LEASE SOLAR Between NRG Home Solar and John AThomas DATE: October 26, 2015 TERMS AND CONDITIONS OF YOUR SOLAR POWER SYSTEM LEASE Estimated annual kWh Consumption Year One:12315.00 kWhs Prior to Solar. Property Owner: John A Thomas Year One:10940 kWhs Estimated Solar Electricity Output Term(20 Years):194645 kWhs Email: enviroking.jack.thomas@,gmail.com Estimated Solar Electricity rate per kWh: Year One:$0.186 Phone: 5084205627 Fax: Monthly Lease Payments- Year One:$169.82 per month,for 240 total monthly lease payments. Lease Escalator. 0% Property Owner Mailing Address: 139 Shell Lane Optional Buy Down Payment: $0.00 Street Address Line 1 Total Lease Payments Over 20 years: $40756.80 Street Address Line 2 Each year we will measure cumulative production and reimburse you for Cotuit MA 02635 Performance Guarantee underproduction according to Exhibit 4.You city State,_£ zip will not pay extra for any surplus energy Installation e produced by the system. Address: 139 Shell Lane #zg Amount Dui at Lease Signing $0 Street Address Line 1 Street Address Line 2 Dellvery/Installation Fee: $0 Other Chargers(not part of your monthly $0 payment,if any): Cotuit MA 02635 city State zip Amount Due at Delivery(production $_ date): Cost to Insure the Solar System: $0,see section 12. NRG Home Solar Lease Quick Facts You have the option to purchase the Solar System at the seventh(7th) NRG Home Solar insures,maintains and repairs the Solar System at no additional anniversary of the Production Date or at the expiration of the Lease Term as cost to you,as described in the Lease. described in the Lease. NRG Home Solarwill monitorthe Solar System at no additional cost to you,as If you move,you may transfer the Lease to a purchaser of your Property or you described in the Lease. can prepay the remaining balance,as described in the Lease. NRG Home Solar guarantees the Solar System's kWh production,as described in the At the end of the term of the Lease you will have the option to:renew the Lease, Lease. purchase the Solar System or request removal of the Solar System from your See remaining sections of this Lease for other important terms. Property as described in the Lease. The monthly Lease payment does not include taxes,if applicable.See Section 2.3 for more information on taxes. Description of Leased Solar System The Solar System is a 9.36 KW DC(STC)photovoltaic system,consisting of photovoltaic modules,inverter(s),mounting system(s)and monitoring system(s) 1000 KPOST OAKROAD,SUITE240, HOUSION TX77055 I (P)BOO-757-6527 I WWW.NRGHOMESOLAR.COM Lease Number: f10-0049297832-NST-NSTARI; Lease Version.01 NRG Residential Solar Solutions LLC,d/b/a NRGHome Solar,isa wholly owned subsidiary ofNRGEnergy,Inc.©2015 NRGEnergy,lnc.Allrights reserved. f DocuSign,Envelope ID:E8647820-0837-4D97-8FAE-480352AOA269 requests, modifications, or actions that impact your is due to loss or damage caused, directly or indirectly, by Lease or our Solar System. any and all HOA related action(s). " d. The first sentence of Section 12.1 shall be 3. Amendments to the Lease amended to include the following language at the end of The Lease is hereby amended as follows: the sentence"or caused,directly or indirectly,by any and all HOA related action(s)." a. In Section 3.1 item (d) shall be deleted in its entirety and replaced with the following, "(d)completion e. Exhibit 4, Section 3 will be amended to of real estate due diligence to our .satisfaction, which include the following language to the end of the first shall include but not be limited to confirmation that your paragraph, "unless such underperformance is due to loss Property is at least 300 yards from any golf course and or damage caused, directly or indirectly, by any and all completion of an on-site engineering inspection to HOA related action(s)." determine whether your Property is suitable for installation and operation of the Solar System; and (e) f. The second sentence of Exhibit 4, Section SE will your confirmation that any and all costs, repairs, be amended to include the following language at the end modifications, moves, removals or damages caused, of the sentence"unless such underperformance is due in directly or indirectly, to the Solar System, requested or any way to loss or damage caused, directly or indirectly, required by a Home Owners Association (HOA) will be by any and all HOA related action(s)." your complete and full financial responsibility to remedy." g The second sentence of Exhibit 4, Section 8 b. In Section 5.2 the first. sentence will be,- will be amended to include the following:language at the amended to include the following languag' the end of� end'�of the sentence"unless the Performance Guarantee the sentence "including, but not limited to, any and all is breached due to underperformance that is due in any loss or damage that occurs to the Solar System caused, way to loss or damage caused, directly or indirectly, by directly or indirectly, by any and all HOA related actions. any and all HOA related action(s)." In connection with any and all HOA related loss or damage,you are obligated to promptly: (i) report to NRG h. Exhibit 4, Section 9 will be amended to HOME SOLAR such loss or damage in writing and (ii) include the following language as the fifth bullet point, repair such loss or damage at your own expense. "if the Solar System does not generate its estimated Further, should you fail to promptly repair such loss or output due-in any way, in whole or in part, to loss or damage; NRG HOME SOLAR will do so on your behalf and damage caused, directly or indirectly, by HOA related invoice you for the amount of such repair." action(s)." C. In Section 5.2 the second sentence will be deleted in its entirety and replaced with the following: "NRG HOME SOLAR will bear all other risk of loss and damage to the Solar System unless such loss or damage By signing below, I confirm that I understand this Notice, Waiver and Amendment. If I am part of and subject to an HOA,I understand that I am bound by this Notice,Wavier and Amendment. Property Owner/CustoReUrSNar�y John A Thomas igneSignature: JJm A -r"J Date: 28 October 2015 6C3E66624101441... 2 HR. ... ..■ IN .. •,1 I RM NV STRUCTURAL ENGINEERS Ni F� h December 22,2015 Mr. Wissem Taboubi NRG Solar 89F Washington Ave Natick,MA 01760 RE: Thomas Residence Solar Installation 139 Shell Lane Cotuit MA 02635 Structural Assessment of Roof Framing MPP Project No: 15-4008 Dear Mr. Taboubi: Pursuant to your request,MPP Engineers has performed a limited structural evaluation of the roof framing at the above referenced site to determine if the roof has adequate capacity to support the proposed solar panels. Our analysis was based on the framing information and configurations provided by NRG Solar. It is our understanding that the structural components of the existing roof framing are in good condition. It is further understood that all existing connections between the various roof-framing members are adequate to resist the current loading conditions and behave in the manner that a typical wood truss system is intended to behave prior to installation of the solar panels. Results Roofs— 1&2 —adequate to support the proposed solar panels. FIELD VERIFY AND CONFIRM all the trusses supporting proposed solar panels have web members and provide in kind if NOT present. Structural Data and Code Information Our analysis was performed in accordance with the requirements of the 780 CMR 51.00: Massachusetts Residential Code which has adopted the 2009 International Residential Code with Massachusetts amendments. Per Table R301.2 (1),the ground snow load to be used for each town is in accordance with Table R301.2 (5). Similarly,the wind speed for each town is in accordance with Table R301.2(4).The roof framing was analyzed in accordance with Section R104.11 of the 2009 International Residential Code which allows for alternate approved design such as using the ASCE 7 code for determining actual snow loads on roofs(e.g. deriving flat or sloped roof snow loads from the specified ground snow load referenced in Table R301.2(5)). Wood members were analyzed and designed in accordance with the NDS 2005. The roof areas for the solar panels of this residence is framed in a gable configuration with conventional 2x wood truss system. The existing roof structure is in good condition and appears to have two layers of MPP Engineers,LLC 1 34 South Main Street, Suite D I Allentown,NJ 08501 609-489-5511 (office) I www.mppengineers.com 609-489-5916 (fax) Thomas Residence Solar Installation 139 Shell Lane Cotuit MA 02635 asphalt shingles. The pertinent data is listed below: Roof-1 14 Panels Total): Truss members: 2"x 4" (#2 Spruce-Pine Fir Assumed) Spacing: 16" O.C. Roof Slope: 29 Degrees Truss Half Span (Horizontal Projection): 8.75 feet Ceiling Joists: Present Roof Sheathing: Wood Boards and plywood sheathing Condition of Framing: Good Roof Covering: Asphalt Shingles Ground Snow Load,Pg: 30 PSF from Table R301.2 (5)of Massachusetts Residential Code Importance Factor,I: 1.0 Exposure Factor,Ce: 1.0(Conservatively taken as Partially Exposed) Thermal Factor,Ct: 1.1 with Panels(Cold Roof) 1.0 existing condition(Warm Roof) Design Snow.Loads On sloped roof: 21.00 PSF(Existing—Unobstructed Warm Roof) 15.79 PSF(New—Slippery Surface on Cold Roof) Roof-2 (22 Panels Total Truss members: 2"x 4"(#2 Spruce-Pine Fir Assumed) Spacing: 19" O.C. Roof Slope: 21 Degrees Truss Half Span (Horizontal Projection): 12.75 feet Ceiling Joists: Present Roof Sheathing: Wood Boards and plywood sheathing Condition of Framing: Good Roof Covering: Asphalt Shingles Ground Snow Load,Pg: 30 PSF from Table R301.2 (5)of Massachusetts Residential Code Importance Factor,L• 1.0 Exposure Factor,Ce: 1.0(Conservatively taken as Partially Exposed) Thermal Factor, Ct: 1.1 with Panels(Cold Roof) 1.0 existing condition(Warm Roof) Design Snow Loads On sloped roof: 21.00 PSF(Existing—Unobstructed Warm Roof) 18.87 PSF(New—Slippery Surface on Cold Roof) Wind Speed: 110 MPH from Table R301.2 (4)of Massachusetts Residential Code Exposure B Thomas Residence Solar Installation 139 Shell Lane Cotuit MA 02635 Analysis Results: General Considerations ➢ Materials such as metal roofs or solar panels are considered slippery surfaces. Since the solar. panels are mounted slightly above the roof line,it would be.conservative to consider a thermal " factor Ct of 1.1,treating the panel surface as a cold roof rather than a warm roof. Based on the roof slope and considering it as a slippery surface,the snow load is reduced by 25% (5.22 PSF) on roof-1 and by 10% (2.14 PSF)on roof-2 compared with the snow loading directly on the existing shingled roof surface: This reduction partially offsets the'weight of the solar panels. Gravity Loading Roofs— 1&2 —adequate to support,the proposed solar panels.FIELD VERIFY AND CONFIRM all the trusses supporting proposed solar panels have web members and provide in kind if NOT present. It is our understanding that the panels will be installed using Unirac rail with L-feet(or equal)at approximately 48 inches on center(e.g.every two to three rafters). The leveling feet will be fastened. directly into the existing joists with_5/16"diameter lag screws with,a minimum embedment of 2.5".. In addition,it is important that the leveling feet support locations be staggered between adjacent panels so that no single rafter supports more load than under the existing conditions. Wind Loading: Based on our calculations,the net.wind loads imposed on the roof framing with an attachment spacing as indicated above will be less than the current loading on.the roof framing.In addition,provided that the . leveling feet are attached to the roof framing members in a typical staggered`fashion,the overall wind loading imposed on the structure and the individual framing members will not be impacted to any great extent: If you have any questions regarding this matter,please feel free to contact my office at 609-489-5511: We appreciate the opportunity to assist you with this evaluation. Sincerely, MPP Engineers,LLC Krishna J Allam E. "OF, ASHU G No.4 .35 D��FG/STERN Ashutosh Patel, _ /OtdAL .MA Prof Eng. Lie.No.48235 Thomas, John `�:�a9 9.36 kW (DC) PHOTOVOLTAIC SYSTEM , ` 139 Shell Lane Cotuit, MA 02635 F fi W. yy'' EXISTING SERVICE POINT t &UTILITY METERING EXISTING 200A BUS SCOPE OF WORK: EXISTING 200A TOP FED MAIN BREAKER SERVICE POINT 36 JKM260P-60B SOLAR PANELS 1 SE7600A-US002NNR2(240V)INVERTER ROOF TOP AND WALL MOUNTED ELECTRICAL EQUIPMENT REQUIRED PER CODE,AHJ&FIRE DEPARTMENT , 0 o PV DISCONNECT Orly CONNECT TO 200A/ 200A MAIN SERVICE PANELo t FOR UTILITY TOTAL SYSTEM SIZE 9.36kW DC w E OPERATION 0 SHEET INDEX: a p ��o E1 — SITE PLAN E6 — DETAILS E2 — NOTES E7 — SINGLE LINES , sT E3 — PROPERTY PLAN E8 — ELECT. NOTES o 0&, c E4 — ELEVATIONS E9 — SIGNAGE E5 — ROOF PLAN E10+ — CUT SHEETS (N)SE7600A-US002NNR2(240V) VICINITY MAP INVERTER _ 3 INTEGRATED DC DISCONNECT ARC *` ;_ ""` N w y FAULT PROTECTED +36-JKM260P-60B SOLAR PANELS NM Ooac Si k SITE PLAN dSeRd . SCALE:3/32"=1'-0" t E1 NOTE: ALL SCALES SET TO 11X17 SHEET SIZE SOLAR PHOTOVOLTAIC SYSTEM NOTES: ABBREVIATIONS All materials,equipment,installation and work 9.All conductor exposed to weather shall be 22.Flexible,fine-stranded cables shall be A AMPERE „S shall comply with the following applicable codes: listed and identified for use in direct sunlight. terminated only with terminals,lugs,devices or AC ALTERNATING CURRENT AHJ AUTHORITY HAVING JURISDICTION r 2012 IBC [NEC 690.31(B),310.8(D)] connector that are identified and listed for such use. " BLOG BUILDING • 2012 IRC 10.The module conductors must be type USE [NEC 690.31(F)] CONC CONCRETEayp ` • ° 2011 NEC or listed for photovoltaic(PV)wire. (NEC 23.Connectors shall be of latching or locking type. c6 COMBINER BOX • 2012 UMC 690.31(B)) Connectors that are readily accessible and operating CEC CALIFORNIA ELECTRICAL CODE CU COPPER • 2012 UPC 11.All conductors shall be marked on each end at over 30 volts shall DP DISTRIBUTION PANEL ' • 2012 IFC for unique identification. 24.Require tool to open and marked"Do Not Dc DIRECT CURRENT , • 2013 Building Energy Efficiency Standards 12. PV module negative shall be grounded.All Disconnect Under Load"or"Not for Current EGC EQUIPMENT GROUNDING CONDUCTOR (E) (EXISTING) • Authority Having Jurisdiction grounded conductor shall be properly color Interrupting".[NEC 690.33(C)&(E)(2)] Fv FIELD VERIFIED • Fire Authority Having Jurisdiction identified as white. [NEC 200.6] 25.'Equipment grounding conductor for PV modules GALV GALVANIZED o 13. PV system connected on the load side of the smaller than 6AWG shall be protected from physical GEC GROUNDING ELECTRODE CONDUCTOR (A Y p GND GROUND 1.Existing plumbing vents,skylights,exhaust service disconnecting means of the other damage by a raceway or cable armor.[NEC 690.46 HDG HOT DIPPED GALVANIZED outlets,ventilations intake air openings shall not source(s)at any distribution equipment on the &250.120(C)] I CURRENT be covered by the solar photovoltaic system. premises shall meet the following26.Equipment roundin conductor for PV systems Imp CURRENT AT MAX POWER [NECLgrounding Y wvr INVERTER 2.Equipment.Inverters,motor generators, 705.12(D)]: without Ground Fault Protection(GFP)and installed Isc SHORT CIRCUIT CURRENT photovoltaic modules,photovoltaic panels,ac 14.Each source connection shall be made at a on non-dwelling unit must have ampacity of at least kVA KILOVOLT AMPERE kW KILOWATT photovoltaic modules,source-circuit combiners, dedicated circuit breaker or fusible disconnecting 2 times the temperature and conduit fill corrected LBW LOAD BEARING WALL and charge controllers intended for use in means.[NEC 705.12(D)(1)] circuit conductor ampacity. [NEC 690.45(B)] MIN. MINIMUM AR MCB MAIN CIRCUIT BREAKER m w photovoltaic power systems shall be identified 15.The sum of the ampere rating of the 27.Fine stranded cables used for battery terminals, MSP MAIN SERVICE PANEL q r and listed for the application. (NEC 690.4(D)) overcurrent devices in circuits supplying power to devices,and connections require lugs and terminals (y) (NEW) ° o 3.All outdoor equipment shall be NEMA 311 rated, the busbar or conductor shall not exceed 120% listed and marked for the use. [NEC 690.74] N3R NEMA 3R, RAINTIGHT OUTSIDE RATED N o z includingall roof mounted transition boxes and NEC NATIONAL ELECTRICAL CODE of the rating of busbar or conductor. [NEC 28.Grounding bushings are required around NTs NOT TO SCALE. "O E eM switches. 705.12(D)(2)] pre-punched concentric knockouts on the DC side of Cc ON CENTER w€r S�2 s 4.NI equipment shall be properly grounded and 16.The interconnection point shall be on the line the system(NEC 250.64 C) OCPD OVERCURRENT PROTECTION DEVICE g S P bonded in accordance with NEC article 250. side of all round-fault protection equipment. 29.Grounding electrode conductor will be P POLES -BREAKER POLES- y g p 9 PL PROPERTY LINES 5.All circuits connected to more than one source [NEC 705.12(D)(3)] continuous,expect for splices or joints at busbars Pv PHOTOVOLTAIC F shall have overcurrent devices located so as to 17. Equipment containing overcurrent devices in within listed equipment. PVC POLYVINYL CHLORIDE w RR ROOF RAFTER provide overcurrent protection from all sources, circuits supplying power to a bus bar or (NEC 250.64 C) sec SOLID BARE COPPER 0 [NEC 690.9(A)] conductor shall be marked to indicate the 30.All smoke alarms,Carbon monoxide alarms and SP SOLAR PLANE a 6.All photovoltaic(PV)modules shall be mounted presence of all sources. [NEC 705.12(D)(4)] audible notification devices shall be listed and SCH SCHEDULE on the roof.Additional equipment of the PV 18.Circuit breaker,if backfed,shall be suitable labeled in accordance with UL 217 and UL 2034. ss STAINLESS STEEL system shall be located outside the building near for such operation.[NEC 705.12(D)(5)] They will be installed in accordance with NFPA 72 PTC PRACTICAL TESTING CONDITIONS SWH SOLAR WATER HEATER m the main electrical services.[NEC 690.14(C)] 19.To minimize overheating of the busbar in and NFPA 720. (IRC 2013 R314&R315). TYP TYPICAL 7.The utility interactive inverters shall panelboard,the panelboard main circuit breaker 31.NEC requires that Smoke alarms and Carbon UNO UNLESS NOTED OTHERWISE automatically de-energize its output to the and the PV power source circuit breaker shall be Monoxide Alarms be retrofitted into the existing V VOLT = connected electrical production and distribution physically located at the opposite 9 required osite end of the dwelling.These Smoke alarms are r uired to be in vmp VOLTAGE AT MAX POWER € a Voc VOLTAGE AT OPEN CIRCUIT s network upon loss of voltage in the system and busbar. all bedrooms,outside each bedroom,and at least W WATT m 'w shall remain in that state until the electrical 20.All the NEC required warning signs,markings, one on each floor of the house.Carbon Monoxide $ production and distribution network voltage has and labels shall be posted on equipment and alarms are required to be retrofitted outside each F y been restored.[NEC 690.611 disconnects prior to any inspections to be bedroom and at least one on each floor of the S 8.Due to the fact that PV modules are energized performed by the Building Department inspector. house.These alarms may be solely battery operated whenever exposed to light, PV contractor shall 21.Metallic raceways or metallic enclosures are if the Photovoltaic project does not involve the t disable the array during installation and service required wiring method for inside a building for removal of interior wall and ceiling finishes inside a by-short circuiting,open circuiting,or covering PV system.[NEC 690.31(E)] the home,otherwise,the alarms must be hard wire the array with opaque covering. [NEC 690.18] and interconnected. -OCCUPANCY TYPE: R-3 CONSTRUCTION TYPE: TYPE V-B •UNSPRINKLERED 266'-6" w �o 1 ' V W 128'-6' A O Shell lane-lo' Z M rn w N II 0 PROJECT: PROPGSEOSYSTEMSIZEIS 9.36M pppyyR gy; TMG STS7FfnkW. 9.36kW SOLAR PHOTOVOLTAICSYSTEM FOR .`Lc1 rpylNOFj NOUNIING Thomas,John lit , 72/23(2015 Rggp7ypqE: UNIRAC r G elnwcET: REST euaowc RT: 2STORY p " w m O 0 0.c35 MODULES: JKM280P-808 (598)367-1234 p��srti:e " IRYEfjA(LY600A-US002NNR2(24OV) 139 Shell Lane Cotuit,MA02635 � ' TTS L El o � A�rrryAT. X.— i _ yu CDNwL 0/1 wa o n— cc !Z= O Q y� � E� rn°i U a� W w a of 3 � o Y H 0 o a QoQo ELEVATIONS �� � SCAU:3/8"=lr_o„ E4 PITCH AZIMUTH MATERIAL SP SQ.Ff ARRAY SQ.Ff RAFTER SPECS SHADE SP#1 290 180° COMP 349.21 253.22 2X4@ 16"O.C. 96% SP#2 210 221° COMP 617.33 398.22 2X4@ 19"O.C. 96% crs. P¢ f �Ohh 3- Sl sl Si Sl St st Sl S1 Sl S1 St st sl sl TYP. \\ `l2- ui o cc t O \ Ho N« S2 Q w O o0DiM3 j S V O 42 ATTACHMENTS @ 48"O.C.MAX.(TYP.) ALL ARRAYS 0 S2 S� a NEW PV CONDUIT TO BE RUN WITHIN ATTIC AND HIDDEN FROM VIEW. CONDUIT TO BE PAINTED TO MATCH THE EXISTING SURFACE. 3� y 58 ATTACHMENTS s� s @ 38"O.C.MAX.(TYP.) s� ALL ARRAYS Z y ROOF PLAN SCALE:1/8"=l'-O" j IL EQUIPMENT LEGEND --.1 LoCCESS ❑COMBINER ❑JUNCTION I a 1AC DISCONNECT w/ °n DC DISCONNECT w/ LOAD CENTER w/ DISTRIBUTION PANEL WALL INVERTER w/ DEDICATED PVSERVICE POINT& E5 ADDER 16 BOX BOX ARNING LABEL WARNING LABEL WARNING LABEL °a w/WARNING LABEL © WARNING LABEL OO SYSTEM METER "' UTILITY METERING STRING LEGEND r S1 - STRING 1 u5 TTS S2- STRING 2 S3- STRING 3 n. S4- STRING 4 S5- STRING 5 S6- STRING 6 S7- STRING 7 S8- STRING 8 ° S9- STRING 9 b Tr G ' Ma of S1 SI S1 S1 S1 S1 S1 ACD w�L a�r�i JO O S1 Sl S1 S1 S1 S1 SI �Qti e� U5 �� N ca s2 All, �o E a s2 s2 ��jl, .0 v s2 s2 �tr��C a s2 sz s� W o' CL S2 S� a sz s� sa s� U � tr3 x � O � z y s ss ° s s N STRING PLAN ��„„Mna SCALE:1/8"=1'-O" E5.11 5.1 PV MODULE UNIRAC SOLARMOUNT RAIL WITH ECO FASTEN GROUND WEEB& T`. .'Peo.h L-FOOT MODULE CLAMP r. 5/16"EPOM BONDED PV MODULE 304-1B.8 SS WASHER COMP SHINGLES L-102-3"BRACKET'(OTHER- GREEN FASTEN FLASHING: OPTIONS AVAILABLE) ECO-CFI-BLX-812 WITH GF-1 FLASHING ECO-CP-SO COMPRESSSION BRACKET 0 5/16"x4-S.S.LAG BOLT WITH 2S' '! MINIMUM PENETRATION SEALED WITHAPPROVED —� LAG BOLT 5/16- (TO BE VERIFIED) (TO BE VERIFIED) I* STANDOFF DETAILLL SCALE:1"=1'-O" w LO g c m saw ��o H� N Mtn .80 8 L 0 8, i N V 0 U rc uy I EXISTING 200A BU F EXISTING 2001 MAIN BREAKER w MAIN METER PANEL E7600A-USOO2NNR2(24OV) 120/SUB40V PA EL 120/240V I�3W d NVERTER INTEGRATED DC SUB PANEL UNDERGROUND ISCONNECT ARC FAULT (INSIDE) 0_ ROTECTED I _ o EIE I I E�E3 ry. 3 NEW 60A AC DISCONNECT `O 240V NEMA•3R a �- (OUTSIDE) - z z , OUTSIDE ELECTRICAL ELEVATION DETAIL INSIDE ELECTRICAL ELEVATION DETAIL SCALE:3/8"=V-0" SCALE:3/87=V-0" s eT euueea: E6 SERVICE INFO INVERTER SPECS MODULE SPECS AMBIENT TEMPERATURE SPECS UTILITY COMPANY: MSP VOLTAGE: INVERTER:SE7600A-US002NNR2 MODULE TYPE: QTY: WATTAGE: FRAME COLOR: AMBIENT TEMP RECORD LOW CONDUIT HEIGHT ROOF TOP ADDER ROOF TOP TEMP CONDUCTOR TEMP RATE rrs EVERSOURCE 240V Qn`1 JKM260P-60B 36 . 26OW BLACK 290 C -160 C .5"-3.5" 220 C 51 O C 90,C s MSP LOC: SERV.TYPE: MSP GROUND: VOLTAGE: WATTAGE: CEC EFF: VOC:38AV Isc:8.98A Imp:8.37A Vpmax:31.1V TEMP CORRECTION:0.76 SOUTH-WEST UNDERGROUND (E)UFER 240V 760OW 97.5% PER 3I0.I5(6)(2)(e) •o°a WIRE OCP FOR WIRES CONNECTED TO BREAKERS OPTIMIZER SPECS 120%RULE MAX VOLTAGE TO BE GREATER THAN THE SIZE OF THE BREAKER. OPTIMIZER:P300 (VOLTAGE x690.7=MAX VOLTAGE) QTY:36 BUS MAIN MAX MAX MAX STRING BAR BREAKER PV OCP CELL:60 WATTAGE: = VOLTS 690.7 VOLTS (200 x 1.20)- 200 40 500 x 1.18 = 590.00 LA ink: OPA MAX:15A 525OW HIV EQUIPMENT TERMINALS ARE RATED AT 75'C. STRING AMPERAGE NOT TO EXCEED �` *C THE 75 WIRE 'C RATING OF THE E THAT IS ATTACHED TO THE TERMINALS. SE7600A-USO02NNR2(240 (E)200A TOP FED 60A INTERGRATEO OC DISCONNECT -a MAIN SERVICE PANEL U71UTY ARC FAULT PROTECTED PASS THROUGH 1 String �- AC DISCONNECT 600V NEMA-4X of 14. 20OA/2P 240V NEMA-3R I� 3 L _ 4 4 MODULES GROUNDED O NTH UNIRAC. O 2 t,E Ecc If GOPASS THROUGH 1 String o COMBINER 600V NEMA-4Xof 12.600V NEMA-4X EN �oMGONULFS OROUNOED G 0ag"EGC KnE 170 720 240Jz ecC -- -- unun sERVRCE _ Gacec PASS THROUGH 1 String wEC 600V NEMA-4X of 10. Le MODULES GROUNDEDD- o MrH UNRAQ o EGC (E)GROUND ROD - U Y x � z 0 j N WIRE WIRE WIRE TEMP WIRE TEMP CONDUIT WIRE TERMINAL STRING / OPERATING=STRING xNEC: = MAX MAX.SYSTEM GRIND GRND WIRE 9 CONDUIT WIRE TYPE TAG# CITY GAUGE: RATING: AMP DE-RATE: FILL: OCP: 75°CRATING: WATTAGE VOLTAGE AMPS AMPS VOLTAGE SIZE TYPE � OOPEN AIR 2 #10 PV WIRE 90°C 40 x 0.76 x 1 = 30.40A 35 A 3640 / 350 = 10.40 x 1.56 = 16.22A 500 #6 SBC g 0 1A OPEN AIR 2 910 PV WIRE 90°C 40 x 0.76 x 1 = 30.40A 35 A 3120 / 350 = 8.91 x 1.56 = 13.90A 500 #6 SBC 16 OPEN AIR 2 #10 PV WIRE 90°C 40 x 0.76 x 1 = 30.40A 35 A 2600 / 350 = 7.43 x 1.56 = 11.59A 500 #6 SBC S O VEMT 5 #10 THWN-2 90°C 40 x 0.76 x 0.8 = 24.32A 35 A 3120 / 350 = 8.91 x 1.56 = 13.90A 500 #6 THWN-2 O1"EMT 5 #8 THWN-2 90°C 55 x 0.76 x 0.8 = 33.44A 50 A 5720 / 350 = 16.34 x 1.56 = 25.49A 500 #6 THWN-2 seEe„omee": O 1'EMT 4 #8 THWN-2 90°C 55 x 0.76 x 1 = 41.8DA 50 A / = 32 x 1.25 = 40.00A 500 #6 THWN-2 E 7 A ELECTRICAL NOTES: 1) All modules will be grounded in accordance with code , t and the manufacturer's installation instructions. 2) All pv equipment shall be listed by a recognized tested lab. 3) Notify serving utility before activation of pv system. 4) When a backfed breaker is the method of utility -interconnection,breaker shall not read line and load. 5) When a backfed breaker is the method of utility interconnection,the breaker shall be installed at the opposite end of the bus bar of the Main Breaker. 6) Work clearances around electrical equipment will be maintained per NEC 110.26(a)(1), 110.26(a)(2)& 110.26(a)(3) 7) All exterior conduits,fittings and boxes shall be rain-tight and approved for use in wet locations per NEC 314.15. 8) All metallic raceways and equipment shall be bonded ° wLL and electrically continuous. H c 9) All pv equipment,systems and all associated wiring and ° o interconnections shall be installed by Qualified Persons. Ho cu U M= 10) The photovoltaic system conductors shall be identified Ho E and grouped.The means of identification shall be permitted S 9 V Z by separated color coding,marking tape,tagging or other a approved means. NEC 690.4(b) 11)Adequate spacing must be maintained between any plumbing sewer vents extending through the roof and the w underside of the photovoltaic panels(6"minimum z recommended). 10. 12)Pv equipment,systems and all associated wiring and interconnections shall only be installed by qualified persons (nec 690.4 e). ' 13)Photovoltaic system conductors shall be identified and J N grouped.the means of identification shall be permitted separate color coding,marking tape,tagging or other approved means.(nec 690.4b) 14)Externally operated knife blade type ac disconnect switch which is lockable in the open position and"on"and"off'visible `s designations which is directly accessible to riverside utility x department employees at all times 60amp,250vac utility S p lockable(ac)disconnect(nem 6.3 and nec 690.17)(nema 3r) uk 15)-Photovoltaic meter socket will be provided within 10'to 72'(center to center of meters)from the existing service meter and that it will be installed between 48"to 75"above � Ea the floor or grade level. E 8 CAUTION: s ns SOLAR ELECTRIC SYSTEM CONNECTED PHOTOVOLTAIC DISCONNECTy LABEL FOR MAIN SERVICE FOR UTILITY OPERATIONS m,.,�ay41p LABEL FOR AC DISCONNECT PHOTOVOLTAIC ARRAY CAUTION DC DISCONNECT WARNING! OPERATING CURRENT: 10.40 A POWER TO THIS BUILDING IS ALSO - OPERATING VOLTAGE: 350 V THIS SERVICE ALSO SERVED MAX.SYSTEM VOLTAGE: 500 V BY PHOTOVOLTAIC SYSTEM SUPPLIED FROM THE FOLLOWING SHORT-CIRCUIT CURRENT: 10 A LABEL FOR MAIN SERVICE PANEL SOURCES WITH DISCONNECTS pp LABEL FOR DC DISCONNECT&INVERTER - LOCATED AS SHOWN. WARNING! O Fly PHOTOVOLTAIC POWER SOURCE ELECTRIC SHOCK HAZARD. OPERATING AC VOLTAGE: 240 V DO NOT TOUCH TERMINALS. MAXIMUM OPERATING AC OUTPUT TERMINALS ON BOTH THE LINE AND SERVICE POINT& CURRENT: 40 AMPS LOAD SIDES MAY BE ENERGIZED UTILITY METERING IN THE OPEN POSITION. SUB PANEL LABEL FOR MAIN SERVICE PANEL COVER LABEL FOR COMBINER BOX �o PHOTOVOLTAIC ARRAY FIFI a AC DISCONNECT � y y L CAUTION OPERATING CURRENT: 40 A "%bP �o � o OPERATING VOLTAGE: 240 V THIS PANEL HAS SOLAR&UTILITY POWER. LABEL FOR AC DISCONNECT ALWAYS SHUT OFF BOTH BEFORE 0 0 �M.o SERVICING. (N)INVERTER o v WARNING! „ ELECTRIC SHOCK HAZARD. (MID)AT THE MAIN SERVICE PANEL: ZpvDISCONNECT FOR UTILITY DO NOT TOUCH TERMINALS. OPERATION TERMINALS ON BOTH THE LINE AND SOLAR PRODUCTION METER w LOAD SIDES MAY BE ENERGIZED (N)SOLAR ARRAY o IN THE OPEN POSITION. (MID)AT PRODUCTION METER a LABEL FOR AC DISCONNECT WARNING:PHOTOVOLTAIC POWER SOURCE WARNING! ELECTRIC SHOCK HAZARD. WARNING LABEL SHALL BE PLACED ON INTERIOR AND m IF A GROUND FAULT IS INDICATED, EXTERIOR DC CONDUIT,RACEWAYS,ENCLOSURES,CABLE ASSEMBLIES,JUNCTION BOXES,AND DISCONNECTS.MARKING NORMALLY GROUNDED CONDUCTORS SHALL BE PLACED ON INTERIOR AND EXTERIOR DC CONDUIT, MAY BE UNGROUNDED AND ENERGIZED RACEWAYS,ENCLOSURES AND CABLE ASSEMBLIES EVERY 10 w % FEET(3048 MM),1 FOOT OF TURNS OR BENDS AND WITHIN 1 H LABEL FOR INVERTER FOOT ABOVE AND BELOW PENETRATIONS OF ROOF/CEILING o ASSEMBLIES,WALLS OR BARRIERS. MARKING PV CIRCUIT CAUTION:SOLAR CIRCUIT DISCONNECT o r w $ LABEL FOR AC DISCONNECT CAUTION MARKING IS REQUIRED ON ALL INTERIOR AND EXTERIOR PV MARKING CONTENT AND FORMAT $ THIS PANEL HAS SOLAR&UTILITY CONDUIT,RACEWAYS,ENCLOSURES,CABLE ASSEMBLIES,AND MARKING CONTENT:CAUTION:SOLAR JUNCTION BOXES TO ALERT THE FIRE SERVICE TO AVOID CUTTING CIRCUIT WARNING! POWER. r THEM.MARKING SHALL BE PLACED EVERY 10 FEET,AT TURNS AND INVERTER OUTPUT CONNECTION ALWAYS SHUT OFF BOTH BEFORE ABOVE AND/OR BELOW PENETRATIONS,AND AT ALL PV COMBINER -RED BACKGROUND a DO NOT RELOCATE THIS SERVICING. AND JUNCTION BOXES. -WHITE LETTERING OVERCURRENT DEVICE -MINIMUM 3/8"LETTER HEIGHT s�eu mea AT THE MAIN SERVICE PANEL: REFLECTIVE WEATHER RESISTANT MATERIAL SUITABLE FOR THE -ALL CAPITAL LETTERS LABEL FOR MAIN SERVICE ENVIRONMENT(DURABLE ADHESIVE MATERIALS MUST MEET THIS -ARIAL OR SIMILAR FONT,NON BOLD REQUIREMENT) sTits Tel:+1 415 402 0502 1 Fax:+1 415 402 0703 .jinK0 Engineering. us@jinkosoler.com I www.jinkosolar.com _ ___1t3 to _-._.�S__..I culanvaltapoa Po.�e.-vamm r—wramolbpe.mlm .�* 1, er• ' y �� I III tl ', �. ww.tnaln ar.rvorla.x am jI w r� • �33.• � e, I `I 1 j j L _ —__ �'^ * 66��.� Ek• a si - I III ! �• ur ' i1.7:. et ( •O n xy_ O• 4 + 1 21 . n. �� 1 � °• rat. p,� I . . . . . . �a f r ty.,. " � ''�Fa' �- _ "'u - '";jj•;� Cot Type Poly-c •Iall 156.156m (6 h) elk. �.,�::.,. 6016 101_..m..•...... uv DI s 1650.992x40m (6497 3906 1.57 inch) Front Glos, 32mm High T Isim Unv bon - ' AR Cooing T penal GI ss KEY FEATURES P�ackaginggagurat166S' � aru malay� D mw {Awb::Gapes@) .� 1 Mtl Bo IP67 Rated _ N r23 Pca/bok,50 pcs/P II t;'700p !O'HQ'.0 r R J ;Out Ip•tC blin 12 AWG Lenglte900 m„d„ y 0. J O a a ® High dulncy: CDoa°c High no conversion afliclency lup to I5.89%Ilhrough innovative y O rn manufacturing technology, SPECIFICATIONS x r 0-5 6uL `-r-U hl dine Type JKM240P-a0B JKM245P-600 J100250P-6013 JKM255P.60S JKM26 .eoa 260Wp 183Wp 155Wp t8 t 3 •.• [m S C MPa NOCi STC NOCT SrC NOT STC NOCT d I.Stf NOCT 6 _' Low-light_PeAormance: Advanced gloss and Solar cell surface texturing allow for excellent ver(P ) 24pWp 17TWp ?ASWpIMP 250Wp 184Wp 8 Wp pedormance In low4ght environments. �M aim m_Porve Voltage lNmpl,.,�,,,R„,300v,1 P eV 30 tv 27 8yn, _ 30,5v-28 0v»�,�, ?a by 2B 6v ,, 71 tv 28 Nam, F: Maximum Power Curmnt0mp) 6.01A 6.36A 8.14A~6.60A 8.20A 0.MA .�8.28A OAM 8.37A 6.71A V W Da Cir<uilVohage(VaQ; y1T2V, 34TV� 315V 348V: 3TTY' 349Vr980V 352VH 3B1V 39.N,�3 0 1/11 $h rtcl ItC t0u) BSBA 710A 878A 716A m 885A721A 8.02A 726A 8884 731A a Severe Weather Resilience: -p^••- * ^••w^^"•�^^ °•^�- •^ ^^t^° a Mod k E(fit ry STC(6b)m,•�••,w,s ,td 68x b• 14 97R �•5,152?% may, 15b8% i5 89%� - ieslatl to wilhsland maximum positive loading o1 SaDOPa and nogalive loading.12100Pa. Operating se pent n,M) K <OY-•e5C ,�.�. mw M m 9e 1.. . tw^•-'•a'.,y,�'"'..p"""•"°`"{"'""e n 1 �- "y"y9p)!.Igy.u` .°Im'.'` '._ •i;-..alrt M fine rating �16A 3 K O Tomperarura caef dents of Pmax —156rC�`•y�- .•'_•i LINEAR PERFORMANCE WARRANTY lT peace fRo a�vK« x. `•" —�D3>srC 10 Year Product Womanly•26 year Un@a T pe w < frtl f6c 008%re r Power Womanly _ ,R„•,.�.v,•y..�,,,,,.,,•,y .,,.., ... ....�,,....,.Y,,,....,, x i 3 }1 �I c t UL US LISTED g 92511 � F STC:- Irradiance 1000W/m1 Cell Temperature 256C AM=1.5ar y i H NOCT: 19 irradiance BOOW/ma [It Ambient Temperature 20•C 0C)l AM=1.5 l Wind Speed lm/s m - 'Power measurement tolerance:2 3% `4 iR v CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. 0 Jinko Solar Co.,Ltd.All rigors reserved Specifications included in this ciat0shoet are subject to change without notico. HEETN—El US-MKT-260P-60B_v/.0_rev2015 S E 1 0 TS Single Phase Inverters for North America 4 v`f' l` solar = Q solar � ' " ry � � SE9000A-US/SE3600A•US/SE5000A•US/SE6000A-US/ Nar. o o h jrr� SE7600A-US/SE10000A-US/SE1140OA-US• It � ,: 5E3000A U5 SE3WO'OUTPUT SolarEdge Single Phase Inverters .N IACIP -O tput -' 3000 38W S01J0 6000 7600�N1�OO�00@ OV 11400 VA I {{540D @ 208Vi 30800 @ 2 I .. ` Max.AC pow¢r Output I 3300 I 4150 1 6000 8350 i 120M VA For North America ............ s4sodz4w i i iwso.@24w. ., f....-.... x� _. t AC OutPu[Vol[age M,n:Nom-Max!" J J is3;zoa•z?9yaq..-...:...._...................I i ...........�,......:_.....i............... ...........-... _ �.......... SE3000A US/SE3800A US/SE5000A US/SE6000A-US/ J g AC O iput V Rage Mm:Nom:Max.m J J• ' '• ! J J J J ,p'y 211 240 264 Vac I•.. i................L......-....-..L,,-.........:.I:...............�....-..........) ..... ,'cFf i SE7600A-USI SE10000A-US/SE1140OA-US 1 #:,it y 1 AC Frequency Min:Nom:Max."'-- .•,-,-•-•, .,--•--• 59.3,60-605(with Nl country setting S7,60-60.5), •-_,. .-.•-.•.- {•..Hz•,.• . #! Max.Casdnuous Outp t C t ... 125 ib 21 9 24w. 2' .. ......32<.... ..42 Q.2Y8W..�.. 47.5 A rSp' .. ...... ...�............... ........... ... ........._ .......... <--�' „ e - • ur t'l a e.'x. a F< S ;,,. GFDI ThreshoMl ........ .... . .... ...-.......,.... .... -.... Jfy1 ' z g.. &a3':Ej7a `.>'} J, Utillry Monftring.l Id di RPmtecd ,Cou tN Co fi�robl Thresh�ld Y Yes tt v� i INPUT t:.fiau,• . vu-A'g.;'± 7 5.. JS4050 5100 6750 8100 30250 13500 35350 W _M i l s ............................... ,. Yes—.. ... ......... ......... I..Vdc... ° m \Z� I P t. ".4. .1 .... ...... ............. .. ............ ...vac-. w , ...... .. ........ ,'c WarYdOt'1�'s .z ,p •,{r 1 FV+KA i als+fir,5 .. 'r5r'$ssi t, : ,Nom.DClnPut VOIWge........... ........ ......... 25@208V/350.@2....... ........... •...... •' S `. : { 'F 'v.p K '16.5 @ 20gv I 33 @ 2MV.. .,�.r^[ .. i5,'g+•. 1:°.,.°iwt`�. 't�y.},fr P ,.,t M�#«5w',t., 'rtf ^ �+.., Max.Input Current" 9.5 13... .@. 18 ......23-... �.- 34.5 f...mac .. ........................ 1 ,',.",H:i* i4 .'n•.b,: '.; :. ,.' J 4IP',yi4-`" i�tr»'n''Yt.a rt_<a {yy.,,d'z'3'aY f3+9+ c Max.Input Short CirNit Curren[.... ........... ............ .. .... 45 ..........--.... 222�� `MY''i,F'sx..+.J{•: 3s Al itY p tecd ..�.............. ............ ........ ...Y�•. ......-.. ............. .. wit rgi c t`�O Reverse P l .. ;W "� 4: ,� t ,Ground-Fauk Isoladon Detection I 600ku SensiMiry 55 2 5 2 V 3 T aka s yun .av _h a me �^ - ..��..-y "y.. ?.;.. .,.�,?... Maximum Inverter Eifirienq'................9].]....(.....98.2...,.....98.3 ..I...9@:3....�......98... 98 ....98,... .%.. .n U 7 �J }'.y T Esi7Yif''A` S?.' Q '', t�d*W'^Y"4T' ....-..... 97.5 @ 208V ...9]@ 208V' < * Jai M'1k'I;'.a'.6 `f5 ............. .. ..-....... .......--....J. 98,@ 24.OV- .. 9].5, 240V I -..., in iJ { 'r�{ , ,.y; S pg .°y CEC Weighted ERid 1 97S 98 97S•• 9]5 97 ... I m 4. h+ Y <.."r,' , .• # ^. ,>' '"Ifs. I'e. '�,.` ' " - xn Nighttl Po--rCT R S on I 25 I 4 I W J}o0 - r r ' SDoITr[eeeomm�unlcadonlmertaces-r--� " Rsnas,Rsz32 Eth ee ngee (pb n.9 `o n t N`r o _m a - i:.^® ' r,' ,.+ ,Ti;F hr d+a' ..r 'hc"t2c. r .�,l 'a7 ..I?p,4...... .. ...... .... ..!„,.,-....... ............................. ........,. .-......-... U "iixyti,Jf'eY Y Revenue Grade Data;AN51 C12.1 ..�...-...- ...OPdonal:n ...... ,n b Rapid Shutdown NEC 2014 690.12 F cd I ty abled whe Soi Edg ropuf sh td kit is install d t q "sSTANDARD[OMPLIANCE.4.!.• zs i�,. ,s., I wk.. wy k .k k x* Y z Yd .. SaletY 6998r UL199 ORR .. .o^.. �ell, Standards ...- .... ,.. UL1 IEEE1547.B.. -...... ....... .I......... ~ E { I -.. .. ...., 1 FCC part15 Clas B t..7 UL374 222 4 I h ' w 4 f > E'INSTALtAT10N5PECIFI[ATIONS .n. C) yea^. ' T i ACo tPu[conduil sh JAWG_.ge_.. 3/4 /16.6 AWG 3J4 1 I /&3 AWG �¢ y' •3.) �,:.5 h r�'s ADC Input WG ra wndw[sae/p Ol slrin8s% ••....-••• ••-3/4^mimmum/1-2 strings/16.6 AWG 3/4 mini..AW1-2 G s[rin8s/. .-•'•.. 0. :,�,� e • t v n8......... ... .. ........... ............................ .......... .. ..... .. HixWxO ns with SalarySwitch" 30.5 x 12.5 x 7.2/775 x 315x 180 "30Sx11.5t 10.5�" .......... gin'% - wei'ni ............................ ',insae'swii ri.......-. 5i:z/ziz...... s6:iizd:i........ .... .........778ll/a 4o.i�.........i..l./ �... s� 4..-........H. I :. .-.......... _.....,.. -. . a / ♦ en en Na Cooling Natural Comecnon and n[erna, Fans(userreplaceabie) — t fan(user .. ............................... (eplaceable)..-............... .. The best choice for SolarEd a enabled s stems .......... <s I <so i aaa N IntegratedP (Type 1Norse ...........�....... ..............................................I...............-...... ..............,.... . NECC 2011690.11 compliance .x Mln:Max.Operodrig Temperature -131oa140/-2110♦60(-00 to 160 version available°') 'F/'C #"pp�� Superior efficiencYll98%)coon T 1 for NE - •' as^Be......-.... - ..-.......�....... ............................................ .........................._. I w:3 a ........... ...... rr r�z Protection Radng I..........-. ....NEMA 30............................................... .......... N 3 Small,lightweight and easy to install on provided.bracket -•'-'• i 'wx'.'+i.amner rK.r<Wmursa.rt4aewwa.� > . Ana r rwreni rourta'M Muud:rxelmeemM IYnw umMrunent utMwWn wnM o —Built-in module-level monitoring `' '' " w�me.w,`�m.n v�Nw'sEraao-st�.us4mnnxltto.7amw m.wrurRNs�usowRRxa. $ n y Internet connection,through Ethernet or Wireless "' .wm,tie u�.u+soom+.wlmrrmw,.,..n�-snmmusamrwwl Z Outdoor and indoor installation Fixed voltage inverter,OC/AC conversion only Pre-assembletl5afety Switch for faster installation Optional—revenue grade data,ANSI C12.1• sunscE_c - GSA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL V T ',`t I ui wwwsolaredge.us - .r - 9NEEr NUx®ER Ell 0 TTS � ' - SolarEdge Power Optimizer solar - o o = solar o o Module Add-On for North America 1r r y P300 I P320 1 P400) P405 x. r SolarEdge Power Optimizer B96tNl t ixt<an odulesl - modwes) modwEr) Module Add-On For North America Rated Input -we ............ ....; .......... ........320...... ........4u!!,., 1 ,.....405........ ........... ' P300 / P320 / P400 / P405 ICI t.. ; Absolute Ma Im minput Voltage L.. (Voc atlowesttemperature(..,......�..........................48.. ...L.. 80..... ...f.. 1u ..L...Vdc ..' 't ^' �.., t MPPT Operstlng Range 8-48 8-80 12.5-105 Vdc } - .......... ..... .... ... ........... ........ .... ...... ....... ...... 1 ... .. .... T rt Clrcu{t Current(lsc) ...1�.. ...,....11.. ...10.. _...Adc '..•ice.' Maximum Sho .... ................... ................... .. .` .. 4 ♦ , Maximum DC Input Current......... ........12 5..........I.......... 3. ..... ....................12 5..................... Adc... en ...9�.5.. .. % : r - Maximum Effic ) ................... ..................... ry. ........ ............. .988.....................................,..........�....%..... nyy�� g go............. .......................... _ p O ervoltaHe Category OTPUTDURING:OPERATION(POWER-OPTIMIZER`CONNECTED-TO OPERATINGSOLAREDGE INVERTER), F t _ .n y y r Maxim m 0 tPut Current,.... .. ........ .. ...15.... .... ........... Adc - t Maximum Output Voltage 60 85 I Vdc ca '�vJp x y h (p1 [OUTPUT DURDURING STANDBY(POWER'OPTIMIZER DISCONNECTED FRO IN M SOLAREDOE YERTER OR SOIARED OFF o Safety Output Voltage per Power 1 Vdc tim STAN Izer _-yy x :; a v;. m ai O N c c�0 DARD COMPLIANCE rwi ,. n. r �. i' EMC FCC Part15 Class Br IEC61000-6-2 IEC61000 6-3 - J O teamSafety........ 1 - - a u L< .. .. ..... } ... ' WaisontY x c ROHS ves ° Co c7 .r '�• �` .iNSTAtIATION SPECIFICAYIONS s o IEC62109 11741 Maxmum Allowed System Voltage...... .. lowVdc g a O ,._o q Compatible inverters.............. All SolarEdge SlnQle Phase and Three Phase nverters ._..,,.., o F— '� 28x 152x 275 128x 152x35/ 128x 152zd8% DimensionslW x L x H) mm/In w ...i 1 r S,x 5.97z 108/ 5 597 137 Sx 597x 1.89 _ ............................... t 3 2 5 30 205 r Ib .............. 7J0/77 ......... ... ..,L.....9 0/..�.. ...�L......9.,.� ...8/...... ' ,. :"':; „I Input Connector ...MC4 Compatible... .... .......................... ........ - s ,Output Wlre Type(Connecto._,,.,..� ,,,,,,,,,,, .............. ..Double Insulated MC4 Comparable....._., ... �k.. W - , - O[PutWlreLe gth 1 1.2/3.y... OPeratiog 7empemture Range.......�......................095/ ..�85/-40-..1g5........... ............ ...?C/'f.. Protechon ...Rn ... 30 ID68/NEMA6V �. a ....B... .............i........................................ ................ ..................... :. ..:, Relative Hum ... 0-500 % rrp,4y sttwwrmma�w rnau�mww�•su w.�+ror.raMe.amae 'PV SYSTEM;DESIGN USING ` F 3 (`A SOLAREDGE:INYERTERoi ''.SINGLE PHASE 'THREE PHASE 20flV rp`<:`THREE PHASE 480V s� �a Minimum String Length g 10 18 N ,(Power Optimlxers)._,, - .. ................................................ ......_....,........... ....................... ..... . Maximum String Length PV power optimization at the module-level 25 I 25 so Optimlzersl................... .. .. _...... ........ ........ .. i.aft ... Maximum Power er Strn ,..j.............5250......,,...� 6000 .12750. W -Up to 25%more energy , _ - .. P......!..8...... ............. .................... ...... .......... ..... Superior efficiency(99.5%) . Parallel Strings 1 f Different lengths `- ar Orlentanons Yes .......I 5 Mitigates all types of module mismatch.losses,from manufacturing tolerance to partial shading """"" "" "- -"' "...................... "' '" N m > _ zn�nw..e remawos.wm>twr.<oo/rsmvmomoMww. a -Flexible system design for maximum space utilization - g Fast installation with a single.bolt Next generation maintenance with module4evel monitoring Moduledevel voltage shutdown for installer and firefighter safety - (•' " USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA- ISRAEL - AUSTRALIA www.solaredge.us •; .. SHEE•uusmEra E12 SOLARMOUNT TechnicDatasheets dFUNIRAC i3 e- o 12=UNIRAC UniratCode-Co iptinntlnsta116YibnMdn¢al. SolAtMoaini SOLARMOUNT Beams PaTt;'IIL:IRSt111121g S013rM0UI1Q Part No.3101326,310132C-B,310168C,310168C-8,310168D 310208C,310208C-B,310240C,310240C-B,310240D, The.Unirac Code-Compliant lnstallation Instructions support applications for building-perrniCs;for,. 410144M,410168M,410204M,410240M •. photovoltaic arrays using Unirac PV module mounting systems. 'LMl This manual,$olaiMount"Plantingand Assembly governs`installations using the SolarMotint,andProperties Units SOLARMOUNT SOLARMOUNT HD So1aeMOunfND(Heavy'Duty)systems: C- Beam Height in 2.5 3.0 .�[3.1,]solarmo ni0 tall CompDIICnt& Approximate Weight(per linear ft) pit 0.811 1.271 F Total Cross Sectional Area in' 0.676 1.059 _ Section Modulus(X•Axis) in' 0.353 0,898 O Section Modulus(Y-Axis) in' 0.113 0.221 a t > 0 © - ,� ;.. - r a ,� Moment of Inertia(X-Axis) in' 0.464 1.450 Moment of Inertia(Y-Axis) in' 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170ton Radius of Gyration(Y-Axis) in 0.254 0.502 0 F'gum 4:.Suia.Nountstandard m if mponetm. N ci J cQ O 'Rails are extruded using these aWminum alloys:6005-T5,6105-T5,6061-T6 �+a : - o C6 0 Mtn 0.Rail-Supports PV modules;Useiwo pe5row:of. Includes 3/8'x.%'bolt with Imit,washer for attaching; E ao � :modules.6105-TSaluminum:extrusioa,anodized.: Gtoor rlashingsfUsconeperscandoff.Uniraeoffen, ppu.L apptopriare flashings torb6th standoff types;. g a _ U Rntl sp6tt-Jduu and alignstail secnonrinro single Note:.There isaiso a0angotywsinndoff[hardoesoott ro ib' require nn L=foot:. le ngth ofm l:;hcad farm eithera nSid orthermat :- - expans o joint;8 inches'long;predr0led.6105:T5 O Aluminum two+peice standoff(4'and 7") 05erone alummum'extrus on anodized Per Voc, Tv pie[e 6105 TS alum n m extrd3 on - H includes/8"x/4'sermted 0mgebol,t y th EPDM' SLOT FOR T-BOLT OR 1.728 w ©;Self d illld screw (No 10:x )-Use!4�er ri id washer for atmcfung L foot and�two/16 lag bolts:. SLOT FOR T-BOLT OR '" �"HEX HEAD SCREW t O splice or 2 per:expans onjoint.Galvanized steel �"HEX HEAD SCREW 0 ew Lag set for L•foot(5/16" stanlgfffq et a her. 2%SLOT FOR SLOT FOR _T 0,1;foot Use fosecure rails eiiherchrough roofing BOTTOM CLIP 2.500 BOTTOM CLIP meter alto building structureors[andoffs..Refer Top Mounting Clamps. oadmg taSlesfar spa t g Nofe Please,comber Un brad n 3.000 for useands ifiraouble'L-foot. � non of d is Top Mounting Grounding Cnps:and Ltfg"sl Q,C foot bolt(3/8 x 06')_Use one per L-foot to secure' SLOT FOR 1.316 N w rail to L-foot,.304 sea nlesssteel. Insthller euppltedtriatcrials 3 O 1.385 G"HEX BOLT SLOT FOR O Flange nut(97B')-Use one per L.foot to secureYail to Lag,screwfar L-foot Apachest:four or standoffto aih"HEX BOLT } 4 rafter.Determine the length and diameter basedon pull= — L toot.3045[ainless steel. - .387 3 a -out%slues.If lag screw head is exposed to elements,use: srainlesssteel.Under 0ashings,zinc plared hardwares; 750 1.207 $ m to S 0 Flatropstandoff(optionai)(3/8)=UselfWootI adequate. :bolt cannot be secured directly to rafter,(wnih tie or Y Y a shake roofs,for example).Sizedm minimize roof to -i ,a `z ..Waterproof roofing sealant-:Use it sealant appropfiate L-.x „_►x z rail spacing.Use one per L-foot One piece:Service: � w z Condition 4(vet severe)zinc later wxlded steel: to}vur roofing material.Consulij'virh the cumpaoy Y P SOLARMOUNT Beam SOLARMOUNT HD Beam currendyprovidingwnrranry of roofing. 14 Dimensions specs led in inches unless noted a aate�runmerc E13 GreenFasten GFI-Product Guide Installation Instructions with Compression Bracket GreerSFasten GFt-Product Guide -w,u Installation Instructions with Compression Bracket O a z 3 a 1 3 1 1 Laate Merahers and snap hodxantal and vertical lines to mark the P 1.Localelheraflers andsnap„wiaonuland—icalhnestomarkthe I5ta11etion Position breach GreenFasten flashing x !. on position or ea as en eking. +a. ..... mstalla[ r GreenF t flashing. •.. .': 2Drlllapllat hole(l/d•dWmeM)(or[he lag bolt YMhll wiM sealant• .+ram. rinawlethole(1M•dlameter)for me WglsM Badduwith sealane• t 3 insertlhe Rashl them IInn—the fl,shugso the top part is-der the—tn-ofshngles ^ ig so ppado undert-de,lrowoill thtos $ r ' end pushed hrenough up doperoprevent water lnfiltadan through ky z end pushed far enough up sloperoPreveni weteriMltralbntnrough ' '+` vertkalldnl lnshingks '� - -` a venkafjantlnshnngles 4�"� .:,n��R "� 9.Line up picot hole with GrecnFanen hole 'M s :AQ, WNk � e.Una up pibt hole with Greenfasten hole. ' - S.Imenthe lag bolt through Me EPDM washer•the top compreuten ' nuke bud bollthough the EPDM wa er.Metopcanpress'on 6.c m h mmpom (LBracket pkturedlaM the gasketed hole In the flashing �,' - po...11-Bracket picluredj and the gasketetl hole In the flashing' ndlntotheraherana broth raker : -- ,% ."• � 6 T^r fi.T� ur.The 1 between 1061cOtm q.ethe range is tsetween lgfllIe torque mchpouruls depending of ranges qua inch-poundsdependng o that peof wood and time of to nthe EPOM.n lh Thdrof1h ndkator for ��]^^ y year.The visual lntlkator for proper - etypeo year proper erquels when the EPDM on lheuMerslde ofthe bontled washer rorqueowhen the EPOM on[he untlenitle of the bonded washer begins to push out thesisestss the washer compresses if srs rg an £ beginsropusn out the sides as the washer compmsses llumg an S 6 rpactwre,ch re Install Me fasteners becarNulnot to pw:rmmue the 6 Impact wrench to instill the fasteners be careful not to aver torque the .� 1. fasten m upend us s,You ay need to pe,ranhet to finish the Install ftonner You may need to stop and—a ratchet to"all the lnsulL Consult an en to wwwecofastensalarcomfgren ed data. Consuhanengineereogotowww.ecohotenso larromforeng'needngdata. o`w � gneer ergo 9me ng "...ty •Ecofasten recommerMs an EPDM mastic 'EcoFasten recommerMs an EPDM mastic =N O N to N '• Cwrvvhred o-sWcaSdamew+Ml—l"o&dmnSaYr'No+vw Pram]vEo-raPA4h-M,�hmsee,.SM>/AiJ 2t <muni lmewfuWwSMihnecOhEmPY o&oraNn SaN'Nmnmea 5rdutivruvP4[nYMtnmwd�di]rMr] t'p N 0a (6 �� p OIL o v� tq.•r Greeniasten GFI-Product Guide u� Installation Instructions 'ate' GreenFasten-GFI-Product Guide Exploded Product View,Bill of Materials gi�to U 4 _'-.� •user—nical adjustmentuhenkadirg edge of flashln9 Af[s naik inuPPe+Ounglewurses, �, ,,� � ,.. e+%5•, - "1 Materials Needed for Assembly �.6lide flashing up under shingles until leadirug edge 2.Removeflashingand cut N•notchatmarkswherenadih,ft 1 W � Item No Ma DeScnDtbn e( tNialry lTu.art ny 0 ' .• eWogesnah Measure remaining distance to adjust engaged leading edge of flashing the dlnance deshed In Step 1. ' .r'` upik,p Notch depth not to euceed 2'IengM by 1y ,Idth y 1 GFI Flashing 1 ( d IvaasawwatA]Mngle 2 Lta2-a'Brar.Met•lolher optionsaval6blel I ea•i g 1' Plaeemenl oiN•m4h b ,t,•;. ,5 Q j 3 5/16•EPDM BorMed 30LlBa SS Washer I' 71 �bL3_ g A ♦ 2. •, Required Tools t . do m � a 3.Reln]tan flash ng with n.ched area updope. 4.Position notched leading edge usitlevnealh nail heads as shown. •l Nalh Rmeuhshirgle Neils aenesth sh"le .]o]an co-w.armioiM s�row iwmn<+wa.[.wgv oi�n,�sa:'.e�w.w Na�.a.ronsri.w'nym�n.�•n ta�v,o4�._��- ��'zs 'anass]sn cenimam6�om.s�pm ay.e..u.iw,yYeea«iesmrwmcmpwma`wr.rm�Bewigw�.n'iviim�--��— ,i E14 • «5M oFTNE TpN, Town of Barnstable Regulatory Services • awwsxneLe, v nsass. Thomas F. Geiler,Director i639.�IED►r9. Building Division Thomas Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 6/23/09 Peter Field 857 Main St. Cotuit, MA 02635 Dear Peter, Re: 139 Shell Lane, Permit number 86833 Our records indicate that your building permit remains open for the three car garage. This permit was issued on 9/13/05. Your project does not have any electrical inspections or a building permit final. Please contact your electrician and ask him to contact our electrical inspector to resolve the matter. Electrical permits do not remain open for the life of the project so this must be done in a timely manner. After you obtain an electrical final notify the building inspector that you are ready for a final building inspection. If this project is not complete, please contact our offices and speak to the building inspector. Thank you for your attention to this matter. 4lySSincyely ✓Shea Principal Division Assistant Building Division 508-862-4031 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r Map (9 / ! Parcel Permit# M 3S r Health Division .27,? /� rr Date Issued Conservation Division � /L 0 Fee i1 � Tax Collector D� f� �j%✓ e� / Treasurer /V Planning Dept. Checked in By atST1NO - Date Definitive Plan Approved by Planning Board G Historic-OKH Preservation/Hyannis F BEDROOMS gQ /Win J�ec�zdmt Project Street Address V3C(. Zi('_I-" LtV Village _4�V( Owner Zr-)tA —To a ---/? Address Telephone '509, -q / Permit Request LON!lt2c�a 'VZE,� (C��p�_C�ECGR Square feet: 1 st floor: existing proposed ( 2nd floor: existing proposed Total new Valuation ' Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size ��((o Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ' l 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 i Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other L J Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal sto4ve: ❑Yes' 0_No x : Detached garage:❑existing Unew size Pool:❑existing ❑new size [ Barn:❑existing ❑new size,-,,.— Attached garage: 0 existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ ` r Commercial ❑Yes ❑ No' If yes, site plan review# _ -Current Use - Y 4_ _ --,...Proposed_ Use _ (( BUILDER INFORMATION Name :9,, � Telephone Number Address 7� [�_ License# ©(ob Home Improvement Contractor# Worker's Compensation#1 �01q( ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TOGTIL �lPrSGz f7 1� w16 SIGNATUR DATE I�IS FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME i6(J�, - INSULATION FIREPLACE ELECTRICAL: ROUGH -FINAL-.,. PLUMBING: ROUGH FINAL' GAS: ROUGH •- FINAL FINAL BUILDIN �'746 I&F C! DATE CLOSE OUT ASSOCIATION PLAN NO. . 0 N ` ✓JtQ aI9YI72aOLU1 L 6a.C1Z[ue(.[o .y }, - . BOARD OF BUILDING REGULATIONS l ' License: CONSTRUCTION SUPERVISOR Number CSC_ 065638 `Birthdate.'07/15t1965' o ' Expires 07/15/2007 Tr.no: 3595.0 r, Restncted 1 G ` PETER D FIEL_ PO BOX 16 H'- COTUIT, MA 62635 1 Commissioner �_ ✓�ie�omvnza�zurea�a���� Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 1.20362 Expiration 11/30/2005 Type DBA PETER FIELD BUILDING&;.RESTORATION PETER FIELD 857 MAIN ST COTUIT,MA 026354 Administrator 't. f. Ell Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office:'508-862-4038 _ - - Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner.of the subject property. hereby authorize lr%a�E to act on my behalf, in all matters relative to work authorized by this building permit application for: �Eeu , Lu Co T (Address of Job) Of S44ature of dweer Date Print Name Q:FORMS:O WNERPERMIS SION E Town of Barnstable - F Regulatory Services s. is Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: ,508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c.142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, - - improvement,removal,-demolition,or construction of an addition to any pre-existing owner-occupied -- - - - --— - building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Estimated Cost Q' Address of Work: \_271 4) Owner's Name: Tnk t` _�� Date of Application: q1101P I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied []Owner pulling-own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH.UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav RESIDENTIAL BUILDING PERlVIIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Change of Contractor/Builder $25.00 FEE VALUE WORKSHEET .NEW LNING SPACE square feet x$96/sq.foot= x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE. ----...------------ square feet x$64/sq,foot= x.0041= plus from below(if applicable). QTARAGES'(attached 8c detached) square feet x$32/sq.ft._ --�7�-� x A041= 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.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150,00 (plus above if applicable) Permit Fee c(b The Town of Barnstable Deiiartment of irwith Safety and Environmental Se l Building DIVISIOn 367 Mail,Strew,Hy=nis MA=0ICn= fice: 308-790-6=7 h �Of Building Ccmrasr: Far 503-790-MO For oMce use only Permit no. Dau AFFIDAVIT HOME DWROVEMENT'CONTRAGTOR LAW . SLTPPLEMEriT TO PERMIT APPLICATION MGL c. 142A requires that the "tecooml,cdoa, site=r'oM renovation. repair, moderuizatian. conversion. improvement. removal, demofiflon. or constrmcdon of as addition to any pre-ezisting Omer occupied building containing at least one but not more than tour dweftg Units or to strutxures which are adja cent to such residence or building he done by registered contractors. with terrain curptioa%-long with other requirements. -, --Type of work:_L-LPLIV� 6Gh�7 °�, cw�L t.Cost — Andress ofwork: ��� k�r a Vr Awner's Name x0ate of Permit Application- I hereby certify that: Registration is not required for the following renson(s): work mclmded by law Job under SI.000. Building not owner-occupied 'Owner puffing own permit fqozi=is hereby given OWNERS .PULLING THEIIt OWN PERMIT OR DEALING WITS MMEGISTMM CONTRACTORS FOR APPLICABLE H011'IE IMPROVE' WORK DO NOT HAVE ACCESS TO TSE, .BIT RATION PROGRAM OR GUARANTY FUND UNDER MGL c 142A %GYID UNDER PWAL.TIFS OF PERJURY L fib,uVPly for u permit as the ages of the owner. Date Contzz=r Name Begisnation No. OR �-7- -Ohd6 p,vnees Name Date —_ � The Commonwealth of Massachusetts - Department of Industrial Accidents oxce ef/OYesdooff0Ds . - 600 Washington Street - -• Boston,Mass. 02111 Workers' Co m ensation Insurance Affidavit ,./name: VZ A -Iq o R� L/"iocation: Ll S 41-AL LROW L -� ®Z��� , ZglI am a homeowner performing all work myself. capacity . y ,,r,,„ [J I am an employer.providing workers'compensation for my employees working on this job. pniaanv:name::`� r ':' .. ...1.... __ ..... 5 a . ��.V $ .' :....;;;;;.: .;:::::.ii!:.:::.... .::.;:.;:.;:.::.::;:.i:.;:.i:.i:.-.-.—;:.:;.i;:.i;:.;:.i;;:.:.: . ... ::.� ..:................ ..............:::.....::.:.::::.. :::::.::::::::::::::::::::::::.:..::::::::.::::: ;:: .. .. ...... Y Y phone#: r. ::. � : EM: .---- . I.............. ca: ::.._. . .. ali :#.:l'..... .. � .... ....4..:,,,...:.. . ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contr11�actors listed below who have the following workers'compensation polices: :•,...:. romnanv.name. ::..::<;::::;:;:::: ::.>;.::::;;.> :::>::::::>::>::>:>:>.:>::>;>;::><.»»:<::<:::::»:<:»>>::::>:::;<:::::«:::»::>:::;' ::::::.. :..............X..,-::.::.i: ::l:il:''::i:ii:::<:::::i:::•-,.-�i:::Y:i:4iii}i;:iiv.:.:i;:i;i:iiiiiii::iiiii: Ji::i::::.....:i::i::iiiiiiiiiiiiii iiiiii:`viiiii i:::<:iiiiiiiiiii::l......: :.....i:Lv:----.ii:i:i:ii:!.11 '-:;:;:;:;: )iii sisiiiij:?:i:;:::+ii is�::isis*":::.i::i!i;':;:;:jSx::1}:�:,v,:iii: ........... I. 1. 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X. 4.v n{.}:i:- .... ............................... ....... .... .......... i':::::::;:;i:;:;i:;::::;;::;':;?i:::; d1Ui�nCt a0:: i:•:^:i>:•:oix;•i :. Fafim a to seems coverage as required under Section 25A of MGL 152 can lead to the trnpoMan of ermdnal penalties of a fine up to S1,500.00 and/or i one years'hnprisomnent as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand Gat a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains mid penalties of er'ury that the information provided above is w and correct. }�' Signature C Date y L) `XC Z� � u Print name �� (A— 7l,V JOxy �- .Phone# 53% �� �Z� offidal use only do not write in this area to be completed by city or town offidal . IN city or town: permN/ncense# ❑Building Deparhnent . ❑Licensing Board ❑checltif Mediate response is required ❑Selectmen's Office ❑Health Deparbuent contact person: phone#; ❑Other ueVirea 9ros PreU 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 contras; 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 c: - 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 applicantwho 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 woik until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. , ,Applicants �'- Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and "su 1 ' com any names address and hone numbers along with a certificate of insurance as all affidavits may be PP Ymg P � P g ',. ,,,submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and '�7,,date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is ,�,7 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 permit/license number which will be used as a reference number. The affidavits may be returned to 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 Me of Invesduadons 600 Washington Street Boston; Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 eat. 406, 409 or 375 7=CURAppwAjkj Tab1eJSZIb(eom�soad) pjtmuiptire pack go for Oae and Two4Fami11►RuidensW Bmildlmp Seated with Foal FoeL MAXIMUM M12"MUM WaII EToor 8asemrat Slab Ko=wco�e Am'(%) U value= pAj=J R•vatuo' R PICA � rvaluJ Wan 1� at p� Glazing Rrvahtie` Rrveivar 3701 to 6500 Hadng Degee DAW Q 127E 0.40 38 13 19 10 6 Normal R 12% 032 30 9 19 10 6 Normal 9 129A 0.50 38 13 19 10 6 83 AFUE T 15% 036 38 13 23 WA WA Normal U 15% 0." 38 19 19 10 6 Nil �► 1S'b' 0.44 WA WA $3 AIFUE w 13% am 30 19 19 10 6 8S AF'UE x IV/. an 38 13 2S WA WA Normal Y IVA 0.42'- 38 19 2S WA WA Normal t 12% 142 38 13 19 10 6 90 AFUE M 189E 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: s 2 SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 5 F (-j 3. SQUARE FOOTAGE OF ALL GLAZING: GLAZING AREA(#3 DIVIDED BY#2): t SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. W BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-080303a 780 CMR Appendix J Footnotes to Table JS.Z.lb: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors,. skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 fly of decorative glass may be excluded from a building design with 300 if of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass U-values cannot be used. ' The ceiling R values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness-over the exterior walls without compression, R-30 insulation may be substituted for R-3 8 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned sp==d the ventilated portion of the roof. 'Wall R values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall.For example, an R 19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-flame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-flame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. 'The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'TheR-value requirements:are for unheated slabs.Add an additional R-Z for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3,4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 035). c)If a ceiling,wail,floor,basement wall,slab-edge,or crawl space wall component includes two or more area with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 � 059. prEO MA'I/� Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print C�DATE: Zf _� JOB LOCATION: //number street y� village "HOMEOWNER":�V "J�� � "Alo 660 1 name c home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as su ep NISOr. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building_Vermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and re uirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 1109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. QTORMSIXEMPT Map . Parce Permit# Conservation Office(4th floor)(8:30-9:30/1:00-2:00) S Z ro Date Issued Board of Health(3rd floor)(8:15 -9:30/1:00-4:45) Engineering Dept. (3rd floor) House# 3 61 04, �-00 19 SEPTIC S Vie' } INSTALLED 1 TOWN OF BARNSTABIR©NIITAL c®®E A ® Building Permit Ap lication ''OWN REGUL.A4Tioums roject treet Address f, Village 0,,�.z Owner Q Address Telepho e a Permit Request First Floor square feet 19a Second Floor square feet Estimated Project Cost $ i Zoning District R r Flood Plain Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use r Construction Type Commercial Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure - r �-t-- Basement Type Finished N Historic House D Unfinished Old King's Highway /Jo Number of Baths !, Z No. of Bedrooms Total Room Count(not including baths) 7 First Floor Heat Type and Fuel ' Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS . PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE BUILDING P IT DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED t — MAP/PARCEL NO. " ADDRESS s VILLAGE # —• d OWNER DATE OF INSPECTION: 1 FOUNDATION + ' 1 FRAME,- INSULATION FIREPLACE• + ELECTRICAL: ROUGH FINAL PLUMBING: ROUGHS _ f FINAL GAS: ROUGH, �,_ FINAL FINAL BUILDING ' F 1 T , • _ Rom. �� � , . r DATE CLOSED OUT ASSOCIATION PLAN NO.r i! i a 4 - tsu v W_• m �QN "F ` Ilk,= ` ��t r SHELL L �- 10- . z S 59'90'20'E 945. CID "' a 195.00 I 4 1 I LOT SB FOR REGISTRY USE I 50, 700 S. F. � W � i •t I RUSSELL H. WING i i � I 1 ' a 2 L S � I Lu LL .. RONALD ✓. NYCOC p t i g M ( `t`� ` N1D •o-acf I pp��II��00 SAL)> I 195.00 N 69'90'20'W 218.01 . OAKW00-9 STREET (40.00 WA Y) A PPRO VA L NO T PEGUIRED UNDER SUBDIVISION CONTROL LAW hV M THIS PLAN IS A SWDIVISIQN of SA PIVS TABLE PLANNIN�7 BOAFID PARCa B AS SHOWN ON A PLAN OF 11 pp LAMD RECORDED IN THE BARNSTABLE DA TE.' d -3(� REGISTRY OF DEEDS IN PLAN BOOK;159 .j CIE PAGE 91. — — RULES . OF DEE• DA TE.'A gp 90 y The Town of Barnstable MDepartment of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 ' Ralph Crosses Office: 508-790-6n7 Building Cammis Faac 508 775-33" For office use only Permit no. Date AFFIDAVIT HOME MoROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,'renovation,repair,modern zatim conversion, improvement,removal, demolition. or construction of an addition to any pre-cdsa Owner ed adjacent building containing at least one but not more than four dwelling units or to s to such residence or building be done by registered contractors,with attain exceptions, along with other requirements. -Co Type of Work: �Jw ��d0 0 0 Address of Work: ` Owner.Name: Date of Permit lication: I herein certify that: Registration is not required for the following reason(s): _Work erduded by law _ob under SI,000 Building not owner-occupied _BOwaer pulling awn permit Notice is hereby green that: CONTRACTORS OWNERS PULLING THEIR OWN PERMIT OR DEALING WrM FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. Date Contractor name Registration No. OR loll n^.a Owner's name ~ TIIC' CllntlttultNvallll llfAfassachuseIls Dcpartnrcm of Industrial AccidentsrA a s � �! O/I/CEdI/EYESI/�OdS F. • - 5 ., ,' :;� - '• 6 Of1 ff'"hh, •tun S1rcCt - i �• ,+ Bustnn.AM= 02111 t. Wori:ers' Compensation Insurance ARtlavit Mr �- S _ 56 a •I am a homeowner performing all work myself. 1 am a sole proprietor and have no one working in any capacity ❑ I am an emplover providing workers' compensation for my employees working on this job. n(ItIress: t phone : • nAlicv� curance co, ❑ 1 am a sole proprietor,general contractor,or homeowner(circle one)and have hued the contractors listed below why the following workers' compensation polices: . . .•.• m•n address! phone#- neiicv!! - curnncc n �s+re�• "� - - m om•nnine, phone tV. Ih insurnnee co. ;Attach addhionai•shee[inieeeasar + "'"•r'"' '�`~� ;`•` rr s required under Section 3A of AIGL 15-7 can lead to the impotatioa Of aimiaai peaaWa of a Iiae up to SIS00A0 a Failure to secure coverage as cis ii der Sies the form of a STOP NVORK ORDER and a.Qne o(SI00.00 a day againt me. I aademand t one wears'imprisonment as well . copy of this statement maybe forwarded to the OMce of Investigations of the DU for coverage Verification. I' do herebr certifyundome pains and penalties of pedun'that the information prim dad ab is trta and correctat Print name moo ' Phone# oliiciai use only do not write in this area to be completed by city or town official perudilllcense a n8uiidiag Department city or town• DUtxttsiap Rwrd response is required OSeiectmea's Otnce check if immediate rcsp OHesitb Department phone 1h nOther�_ contact person: Information and Instructions '� . •� Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation fo: employcrs. As quoted from the"law", an enmplitree is defined as every person in the service of another under an contract or hire. express or implied. oral or written. • or any two or corporation or other legal entity. , An cm lurcr is defined as an indi�•iduaL partnership, association. rp � the forc_oing engi,, d 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. Howev owner of a dweiIinL 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 wort: on such dwelIin; dtob . be deemed a an em or on the ••rounds or buildingappurtenant thereto shall not because of such employmentp PP MGL chapter 152 _cction 25 also states that every state or local licensing agency shall withhold the issuance c business or to construct building in the commonwealth for any ' � ' too crate a bus „s rcnci�at of:r license or permit p applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionalh•. neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chap been presented to the contracting authority. .�. '1.�t,;if.,i \^ :� �". .K.,.��•.y1''�i�;'•v.7 J•'..„a• � :I•;J....�w Applicants Please `ill in the workers compensation affidavit completely, by checking the box that applies to your situation a supplying company names• address and phone numbers as all affidavits may be submitted to the Department 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 regL to obtain a workers' compensation policy, please call the Department at the number listed below. .�. �__• ..w.!.ss....+.-� � .•••�.w...e-•��. ..1"�.> .a _. .. cl,,:.��"'•�f.CSi•�.�:.�i'•!1$'..�'"`:ti..` .Ri•.��--e•••�s•��:... . City or•towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the botto. the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. be sure to fill in the permit/license number which will be used as a reference number. The affidavits maybe rector 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 quez please do not hesitate to give us a call- YM 'The Departments address. telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents office of investigations 600 Washington Street Boston,Ma. 02111 r fax#: (617) 727-7749 nhone -9: (617) 727-4900 ext. 406, 409 or '375 TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE JOB. LOCATION Number Street address Section of town "HOMEOWNER" Name 16,11 Home phone Work phone . - 1 f ' PRESENT MAILING ADDRESS City town State Zip code The current exemption. for "homeowners" was extended to include owner-occupied dwellings of six units or less and to allow such homeowners to engage an in- dividual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person(sY who owns a parcel of land on which he/she resides or intends to re- side, on which there is, or is intended to be, a one to six family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Officii on a form acCgptable to the Building Official, that he/she shall be responsib- for all such work performed under the building permit. (Section 109. 1. 1) The undersigned "homeowner" assumes responsibility for compliance with the StE Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will compl . with said procedur an requirements. HOMEOWNER'S SIGNATURE ' APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be required to comply with State Building Code Section 127. 0, Construction Control. HOME OWNER'S EXEMPTION The code state that: "Any Home Owner performing work for which a~ building permit is required shall be exempt from .the provisions of this section (Section 109. 1. 1 - Licensing of Construction Supervisors) ; provided that if Home Owner engages a person (s) for hire to do such work, that such Home Owne shall act as supervisor. " Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q, Rules and Regulations for licensing Construction Supervisors, Section 2. 15) . This lack of awarene often results in serious problems, particularly when the Home Owner hires unlicensed persons. In this case our Board cannot proceed against the inlicensed person as it would with licensed Supervisor. The Home ' Owner acti as supervisor is ultimately responsible. To ensure that the Home Owner is fully aware of his/her responsibilities, ma. communities require, as part of the permit application, that the Home Owner certify that he/she understands the responsibilities of a supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. l J W195 - �AYL%j r� ,. Z r t i tem `Y IMP loom" TOWN OF BARNSTABLE, M'ASSACHUSETTS I L UtN 0 M, :T A-019-101-001 *° DATE Novel bor P. 19 Q4 PERMIT NO. NQ `3U65 APPLICANT Eveland Construction ADDRESS 209 Iyanough Road, Hyanni R #048195 • IN0.) (STREET) (CONT"i LICENSE) NUMBER OF PERMIT TO build Shed (_) STORY Accessory to Dwelling DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) 139 Shell Lane, Cot ZONING AT (LOCATION) uit DISTRICT—RF (NO.) (STREET) ' BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OW FOUNDATION (TYPE) REMARKS: Sewage #94-27R REur�ORSewage94-278 S 1,200.00 PERMIT ESTIMATED COST FEE00 (CUBIC/SOUARE FEET) OWNER John A. Thomas Trustee 9 Shell Lane, Cotuit BUILDI PT ADORES S By Assessor's Office 1st floor MaD I® !o/. C Permit# Conservation Office Oth floor a Date Issued Board of Health Ord floor "e SEPTIC $ UST BE Engineering Dept. Ord floor House# ' TALL �`'����� Planning Dept. (1st floor/School Admin.Bldg.): ODE AND Definitive Plan Approved by Planning Board -Z/ L 5 19 8 �r¢, 99 a MR PP 8 p� t� :� (Applications processed 8:30-9:30 a.m.& 1:00-2:00 p.m.) p TOWN OF BAMSTABLE Building Permit Application Proiect Street Address /3 �! sfff CL Village .4 Fire District (hvner �o f{+ti A • %/fox..r� f'A. ��rc Address /3 y S#f-j-Z 44.✓4- Telephone J- Permit Request: s c-�61 A 8 k r 2-r S tff 6 . Zoning District Flood Plain Water Protection Lot Size Grandfathered Zoning Board of Appeals Authorization A✓14 Recorded A Current Use Proposed Use s"'S�4 u- Construction Type tL&-z Existing Information Dwelling Tvpe: Single Family Two family Multi-family Age of structure 3 o y VV5 . Basement A-L(C-- 0-10 Historic House A-I4 Finished Old Kings Highway 1-114 Unfinished Number of Baths .3 No.of Bedrooms Total Room Count not including baths First Floor Heat Type and Fuel Fo e t 6 1 to � A i 2 �( 4S Central Air & Fireplaces / Garage: Detached Other Detached Structures: Pool Attached yEs Barn A!lf None Sheds Other Builder Information Name ✓E ,� sin �/ Telephone number �- -/o S L Address -2 0 'ttk�lot.)h 204--b License# o yb 3 Home Improvement Contractor# Worker's CornNusation # /-t l s- o o - o yG 3 Sib NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ro'ect Cost / L ez v Fee SIGNATU �- DATE -2 ' 003 ff-r BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) BPERM T 'L Permit #3•7265 FOR OFFICE USE ONLY A=019-101-001 ADDRESS 139 SHELL LANE, VILLAGE COTUIT OWNER JOHN A. THOMAS, TRUSTEE DATE OF INSPECTION: FOUNDATION INSULATION b , FIREPLACE ELECTRICAL: ROUGH FINAL , PLUMBING: ROUGH FINAL GAS: ROUGH FINAL f FINAL BUILDING: DATE CLOSED_OUT: r ASSOCIATE FLAN NO. ¢ , 121 r�-S- o- � 1 C' T O WTI Of B-? T"TT C f- A l e 367 1•;ain Suoc Hyannis MA 02601 Office: 508-79"227 Fax: 508 775 3344 Ralph Caen Building Commissioner For office use only Permit no. Date AFFIDAVIT HOME IMPROVEbUWr0 0NTRACr0RIAW SUPPLEME TI'TO PERhUTAPPLICATION M,GL c.342A requires that the"»oocutruuion,alterations,tearnation,repak Modernization,conve oa,01 improvement. rerna,,2.,demolition. or construction of an addition to airy pre-exis owaer building containing at least one but not more than four duelling units or to structures which are ad jacent to such residence or building be done b}registered contractors,ai1h attain exceptions,along with other requirements. Taw of Work: Ff 9-61 Esi.Cost / Zo•o .Q o Address of Work: /3/� S IFIE �-( � vQ+✓E C�O ���, p/� QL6 3 Owner name: ytjz-1i /3t a fia I (rtvs4, rye<t4 /�•Joy ,q�,� v se{f Date of Permit Application: .2 I hereby certify that: Rcgisuation is not required for the foll(minf rrason(s): Work excluded br lzw• Job under S 1 U00 Building not ow-na-oa-upied ✓ Owncr pulling own perirut Notice is hereby gi%cn that: OVZ'NTERS PULLING T3'.EIR OwN PL-R,:TTOR DEALPNG VTii UINREGISTERED CONTRACTORS FOR APPLICABLE HOB RITRONTME`T t:'OFI; DO NOT HAW. ACCESS TO THE ARBITRATION PROGR.Ai,1 OR FLPI)UNDER 1,1GL c. 1<2A SIGNED UDDER PENALTIES OF PERJURY I hcrcb\•2PPIV for 2 perrnit 2S the 2Fcnt c't;x oxk.cr. Date Contraor name Registration No. OR LCA Date 0-wncr's nzmc Bo( SHELL L (40 00 WAY) S;69• �30 20I E 945. 7 y N. �r ' 195 00 c9 N .t SI } J. FOR REGISTRY USE .50,. 700' S.F. S t a W RUSSELL N. WING i 0' I' M a 4"C+r i.� t o '.4 r r ,r,`, M a O i 5 .. t '^ .ryr^"'Y \�, ia',,� 3"„•- ROIJALD ✓. NYCOCK I 195.00 I N 69.301201W 218.01 OAKW00D STREET (40.00 F4Y) :. +1M ",i.,• } 1.-. A PPRO VA L NO T PEOUIRED UNDER SUBDIVISION CONTPOL LAW AVM THIS PLAN IS A SU8DrVrSrCW OF BARNSTABLE PLANNIN SOAPD PARCEL B AS SHOWN 0,,V A PLAN OF LAAC RECORaL-D IN THE BARNSTAB DA TE. -311(f 7 REGISTRY OF DEERS IN PLAN BODK'159 PAGE 91. ` '—' '- (RULES . _.... _. OF DEE OATS'A, • t 1 � 90 YO !0 0 S0_ 60, 90 _ASSIC POST BE GARDEN SHED EYELAl+� ;CONSTR ION 2Q9 Iyanouh{Road Hyahna M14,,02601 n ti : 4 (508) 776 5667 Cf' m } ( to LL 'FRAME ALL LUMBER TO •BE .FULL DIMENSIONAL - PINEru 2 X 6 FLOOR JOISTS, RAFTERS, COLLAR TIES @ 24 0 C:. 4 X 4 CORNER POSTS 2. X 4 STUDS AND 'PURLINS 1'X' VARIOUS WIDTH DECK, ROOF BOARDS 4 SIDING i'v ALL .V,ERTICAL ,SIDING' TO HAVE-1/2" .X`2" BATTONS @ SEAMS O 4 d [o :OTHER SPECS SOLID :CONCRETE BLOCK FOOTINGS (POURED WHERE REQUIRED) .ALUMINUM GABLE VENTS �� ALUMINUM PLINTH POST FEET ASPHALT ROOF SHINGLES, UNLESS OTHERWISE SPECIFIED 1 X 8 RAKE BOARDS; 1 X 6 FACIA; 6" TEE HINGES; LOCKING HASP I F ,, x ALL HEIGHT DIMENSIONS APPROXIMATE r rn i I i a I 0 0 w � ; n 1 }. O Z IF 1 W O = , 7 W U F X Q O J W D t X W. w .; I tt iZ _^ 11/02-91 17:02 'Z�6177277122 DEPT IND ACCID 001 vl—Oiill;LOfT(t;Fac.i!/{l,i. o it"fa��aclz�,��et s ��artmenr`o��nd�trial,�ccedentd 600 okiniton St, eJ-v .lames J.Campbell &Ion, 99.-Ma4wsl4i 02f f f Commissioner Workers' Compensation Insurance Affidavit 1, �o/F..) (aoeetseeipermitree) -- (2es�9ew�� with a principal place of husinewaL. (ccy1st2Wzfv) do hereby certify under the pains and penalties of perjury, that: 0 l am an employer providing workers' compensation coverage for my employees working on this job. Insurance Company Policy Number O I am a sole proprietor and have no one working for me in any capacity. (� I am a sole proprietor, general contractor o homeown (circle one) and have hired the contractors listed below who have the following workers' compensation policies: Gt/�3 qv / 5,/.f Contractor Insurance Co pany/Policyy Number Contractor Insurance Company/Policy Number Contractor Insurance Company/Policy Number O I am a homeowner performing all the work myself. 1 and"!5L2nd: _t-coz:y of&,is siztement will be f0---trded to d:e Office of ir-esti�adons of the DIA for coverage verification and that fzilure to secure cC*0e1a9e as rec;:i:ed under Section 2SA of MGL 152 caa Iead to Lk Imposition of ciminal penalties consisting of a fine of up to S 1,500.00 and/er cre ye2rs' impri<cnrrcn; well as a7ilpaRies in the fc-rn cf a STOP WORK ORDER and a fine of 5100.00 a day against me. Signed this C> day of �� 19 9� 6nsee/ errnittee Building Department Licensing Board Selectmens Office Health Department TO VERIFY COVERAGE INFORMATION CALL: 617-727-4900 X403, 404, 405, 409, 375 TOWN OF BARNSTABLE BUILDING PERMIT # %j� �� e , ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel I01 6 00 1 �i-�`-`" Permit# Health Division 9Y�z7�.�' 14G Date Issued Conservation Division Fee a Tax Collect r Treasurer. } 0 ? Date Definitive Plan Approved by Planning Board Historic:OKH Preservation/Hyannis Project Street Address 13�1 ill i`c, Village Ci.l c Owner \1� L== n -�E-�(� Address n &&' Q( ( C�'(Z Co'�ct- h�• Telephone 507 Permit Request 1 JlC,(S a L t Square feet: 1st floor:existing proposed 2nd floor: existing q `Z_ proposed LbkR(_ Total new C7 Estimated Project Cost IS Zoning District Flood Plain Groundwater Overlay Construction Type kWl� (ZO � i' Lot Size ` �I 2- (Y, .-2iZ Grandfathered: 0-les' ❑No If yes, attach supporting documentation. Dwelling Type: Single Family El' Two Family ❑ Multi-Family(#units) Age of Existing Structure 3U U izn Historic House: ❑Yes 2'90 On Old King's Highway: ❑Yes 9' ol_ Basement Type: ❑Full ❑Crawl 0-W'alkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) O Number of Baths: Full:existing new O Half:existing new (2) Number of Bedrooms: existing 3 new _0 ,Total Room Count(not including baths):existing new First Floor Room Count Z!) Heat Type and Fuel': &'Gas " ❑Oil •❑Electric ❑Other Central Air: VYes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size ABC) Pool:❑existing ❑new size � Barn:❑existing ❑new size Attached garage:O'existing ❑new size Shed:®'existing ❑new size Other: 4. UrZZ Zoning d of Appeals Authorization ❑ Appea Recorded❑ Commercial ❑ e ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name V �y- Q-Z1A)A• 71 ft PAS Telephone Number W� 426 3LZ-? Address License# �U�C f 7/1, 0 2co 3 -T— Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE _ DATE T FOR OFFICIAL USE ONLY PERMIT NO. � _ DATE ISSUED t MAP/PARCEL NO. ADDRESS �`i 1;VILLAGE OWNER DATE OF INSPECTION: a FOUNDATION FRAME INSULATION ` FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING' _ DATE CLOSED OUT , ASSOCIATION PLAN NO. i; S N EL L L. Aw ,E S 69'301204E 1 150.00 I I I ' j LOT 2B : 1 55, 557 S. F. W co � QWI • c �� titil ' O ti 1 2• s 8 69'30.200E O9 130.00 M 23.0 7S.B't y N 69'30'20"W 1 i OAKWOOD ST. -- - --- --------------- DRAIN. EASE. 237.12 �. m N 7! 29'30 M z PLOT PLAN OF LAND "TO THE BEST OF MY KNOWLEDGE, THE FOUNDA TION L OCA TED IN SHOWN ON -THIS EILAN IS AS IT ACTUALLY EXISTS ON ' � BA RNS TA BL E - . MASS. THE GROUND. " ry` `g' PREPARED FOR I DA TE.'NOV.5, 1987 - C;t.fil=t!_ES s?tdiCa �� MCSHANE CONSTRUCTION CO. _ — — an\'�--� _ L S. DA T E.'NOV.5 , 19B7 SCALE-1"= 60 FT. L;,rai,``�==rvA" CAPE d; ISLANDS SURVEYING FLOOD ZONE C (NON—HAZARD) , TEA TICKET MASS. O F r Assessor's offioe (1st floor): �i�R � SINE Assessor's map and lot number ......�...7:../ Qo off` Board of Health (3rd floor): _ / ��7�, 8 SYSTEM 11W.7 P1� Sewage Permit number .......... ...7.... �Q......... . LED ON COMP �A� - Z Haaa9Y/1DLE, f, Engineering Department (3rd floor): 34 1 -39 K If9TH TOTLE 5 °o Mb o• \e�' House number ........................................................................ �•,'P ,% ra [mTAL COD 1,4v, 0 NO APPLICATIONS PROCESSED 8:30-9:30 A.M. 'and 1:00-2:00 TOWN OF BARNSTABLE BUILDING IASPECTOR APPLICATION FOR PERMIT TO . t . •.......... ........:. ................... .............. ................... ............. TYPE OF CONSTRUCTION .......... .... .....err... ......--................................................................... a.&t....47/1,..............19 TO THE INSPECTOR OF BUILDINGS: T The undersigned hereby applies for a permit according to the following information: C4 /� !::�& � .. . 7-Location ..... ......... ! ............................................................f ................. ....... .. Proposed Use !.J.�. (,'� �}' ,,, I Zoning District .......... �l ...............................................Fire District 15. r �j ,c Name of Owner ... It dY../ �"/ 4--.......Address ..., A.�F( l09 Nameof Builder ....................................................................Address ....................................................................... Nameof Architect .........�.j......................................................Address .................................................................................... Numberof Rooms ..........<7....................................................Foundation .:.......................................`................................. ............Roofin ...... ..EXlei r .� .i;' LS...r.�� ... ......... g �. 'i .............................................. Floors 1 �...............................................Interior ...���L ........................ ........................................... Heating .. 1(�.............rt....... _�...............Plumbing ............................................................. Fireplace ....// l, /7PInning .......................................Approximate Cost Z6:5 ............................................... Definitive Plan Approved by ... .. Board ________________________________19________ . Area . Diagram of Lot and Building with Dimensions Fee v. SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS " I hereby agree to conform to all the Rules and Regulations of the To n of Barnstable regarding t above construction. e, Name ...(.. .. Construction Supervisor's License . . ... . . h MrSHANE, JO): N A=_r9- 0i No ...3.1.4.0.0.. Permit for ..1 ..,Story .......S ng 1 Q...k'.aTi11 ly....D ?e.11-iXIg ...... Location J,.o.t;...#23........1.39... ��ll... .�:s7�_ (ILJo-t #12`B r r , L _ / `J l..ul[ ,� Owner ...John McShane............................... Type of Construction .......... Frarie..................... r Plot ......................... Lot ................................ Permit Granted .......j�gve ber..g.,.:-19 87' i '- Date of Inspection .................................h.19 y -Date Com: l.eted - n:19 P d ti � � I • s\ 1 ,� l t - f� - � EO r, . , --T-�`_ _-�L' •!I.,�I I L_ Efl ELI H - I tri I VV7V BA CIC GARA GE SI-IELL Lz�E. COTUI AIL4,SSACI-IUSETTS SCHEMATIC DESIGN PACKAGE-AUGUST 3, 2005 Th OA/JV- S REs11' :)jE.1VCE KEVIN.D.DAUPHIIVAIS-ARCHITECTURAL DESIGNER i SANDWICH MA 508-833-3613 s 2 X 4 STUDS AT.16" O.G. -v (PROVIDE 2 X 4 STUDS AT _ 8' O.C. TA AT, TYPIG ALL S OVER 4" GONGRETE 5LA5 1N1TH W.W.F. AT MID-DEPTH - SLOPED 5" +/- TO OVERHEAD DOORS 3-GAR GARAGE ;i- - -- - - ---- ---- - - - - - • •- - - -- - - - - - - --- - -- -- - - - - - - - - - -- -- - - - 0 r X "I�-b" GUSTOM OVERHEAD f ARAGE DOOR5 AS MANUFACTURED. f i DE-514NER DOORS ING OR EQUAL I. I PROVIDEI(2) 1/5/4" X a 1/2" LVL HEADERS i I iv 2'-0" CONCRETE APRON 6'•6' il'-b' 111-6' 361-00 r_-IVROUNI:;� PLAN SGA.LE: 1/4" = 1'-0i' - ARCH. ASPHALT ROOF SHIN6L ES WOOD GUTTER SYSTEM OVER X PAINTED FASCIA X 8 PAINTED FRIEZE A . BO RD } WHITE CEDAR 5HIN6LE5 5 MAX. TO WEATHER - -- -- r-- - - - - I X 6 PAINTED CORNERWARDS ` -- - -" - I X 4 SI CASINGS WITH - _ -r DE T I X 5 HEAD GASIN65, PAINTED FHH REAR ELEVATION i ARCH. ASPHALT ROOF SHINGLES X 2 OVER I X 5 BUILT—UP _---- I i PAINTED RAKE BOARD WOOD GUTTER SYSTEM OVERif _ _1 X PAINTED FASCIAif _ f ' fff_ X 5 PAINTED FRIEZE BOARD WHITE CEDAR SHINGLES 5" MAX. TO WEATHER L— — - - X 6 PAINTED GORNERBOARDS --- T=—�— . I a LEFT Sa fl L T 101�1 5G?.LE: 1/4" = 1'—O" ARCH. ASPHALT ROOF 5HINGLE5 T- - X 2 OVER I X 5 BUILT-UP I - PAINTED RAKE BOARD WOOD GUTTER SYSTEM OVER. X PAINTED FASCIA Al I X 5 PAINTED FRIEZE BOARD 1 X b PAINTED CORNERBOARDS 77 - - 51MP50N 12-LITE DOOR _ . WHITE CEDAR SHINGLES 5" MAX. TO WEATHER j - 5C,, LE:: 1/4" = i'-O" y HU9 HANGER : (INVERTED) _ - r .- 2-2.4 PT PLATE w/$"/ANCHOR - "xriRVL:RAFTER - BOLTS 0 4'-O'OC • - { 2-2x4 PT PLATE - - - «x w/V0 ANCHOR - 2x STUD WALL _ RIDGE - _ - RIDGE �2•MIN'EDGE _ BOLTS 0 4'-010C - - 2-/5 TOP ,DST - z 2x STUD WALL _ - d SOT .a 4-Yl"0 BOLTS 5 TOP . — c SIMPSON 2.5 HURRICANETIE. FASTEN ! { I t { 1 { 2-*d O OUTSID GOT FINISH CRADE OF PLYWOOD TSHEA !! FINISH GRADE CONC SLAB u S' , o - - 2-i�AX—LVL : - o mo, (1 EA SIDE OF LVL RAFTER) . , v .CONC SLA '� 10' - 3 TIE TO RAFTER. DETAILa. - r 3 2x4 KEYWAY 8' 1-51"CLR: a *� .. ;/a• t-0� -. -. s -3. �" t !s I �► ss m CONC FIG `4036"OC , SIMPSON 2 5 HURRICANE c .9 ' - .- -} (R ! KEYWAY i I 1 ' o - 'o CONC FTG:, - ' TIE: FASTEN'TO Otlf51DE - - 1 OF PLYWOOD SHEATHING " HAN 1 (T, {{ VL . j TYPICAL KNEEWALL FDN- ._ -_ - ..: .n. _ - , , -• ' "�` �' REAR WALL FDN - «' TYPICAL EAVE " a4 - _ i . , r y , SEE PLAN ; TA Y _ .. - •.MAX s.- * � QF4-v { G MAX t" r. oFs oss o s J " ,. ti < ..,_ N ` EL SEE _ a .. _. a 9X1 1, ,. 3_p - - , ._ .1 PLAN ;� -. ..:r �.. .' . - 4 ALL RAFTER TO RIDGE CONNECTION .. TO BE MADE W A MINIMUM OF 6-12d - - ` NAILS- AS _ _. a,s F , ROOF FRAMING .,,_. .. 1 - - - - '' - ",/4•=t'� 2 POST IDENTIFICATION FOIiOWS 9 , d 3 w - - c - BN-REQUIRE ADD'L KING STUD _ - - TYPICAL STEP IN FOOTING „. ! t+ .' e " ' .', .. POSTDOYJM-IDENTIFIES TYPE OR . s/a t-° .y. - ri'- •n ,,. r. NUMBER OF FULL SUPPORT STUDS w 5 - ': -s a .. .;tea t • ... UNLESS ��? - `.!:- r s. 3. HEADERS ARE E. FOLLOWS +b NOTED OTHERWISE. 9 N 7 w , q 0 ., 'm. ;r' _ - , -c ,+ z;.:• ... F ------------------ -- ---------------------- ------------------ l _ .i ROUGH CARPENTRY GENERAL:CONDITIONS-. " - � • ' n>,3, 7.-",Y:--wa„-- --x:�.+, �%.�•; s-.mow ti�;�;.-Fxti�a:�- -_w-wa.:,.%i ,'•w-. - ,-r,-:s'- 1.THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON _ ,. 1:.ALL ROUGH CARPENTRY WORK SHALL BE EXECUTED IN CONFORMANCE WITH THEAMERICAN INSTITUTE OF TIMBER � - rI _ _ _ _ - <-. ___ _ --__• f - DRAWINGS PRIOR N COMMENCEMENT.OF THE WORK AND SHALL NOTfFY THE ENGINEER n x • c �� I r----- ----r-.- --_ -.---- ---m-, --- ----------- ---�. 1 IMMEDIATELY Of ANY DISCREPANCIES BETWEEN ENGINEERING AND ARCHITECTURAL.DOCUMENTS. .+ CONSTRUCTION *TIMBER CONSTRUCTION STANDARDS":- AITC 100. ' T_ WHEN NOT OTHERWISE IDENTIFIED.ALL WOOD BEAMS,JOISTS, RAFTERS,HEADERS,-STRINGERS..PLATES.AND SILLS _ 2 THE CONTRACTOR IS RESPONSIBLE FOR-ALL MEANS AND METHODS OF TEMPORARY SNORING, SHALL BE SPRUCE PINE FIR $2 OR BETTER,WITH A MINIMUM Fb=875-PSI SINGLE USE AND Fb:= f 000 PSI --c `T 1 BRACING, OR OTHERWISE PROTECTING ANY PORTION OF THE STRUCTURE. SITE AND UTILITIES �,' (REPETITIVE USE), AND E SHALL BE 1,4000,OOD PSI OR BETTER. -( - ) 2 4 3 t. t FROM DAMAGE DURING CONSTRUCTION. THE ENGINEER IS SPECIFYING THE FINISHED CONDITION 3.WOOD STUDS MAY BE EASTERN HEMLOCK, EASTERN SPRUCE,OR HEM-FIR. GRADED "STUD*GRADE, 2 OR BETTER_ 7.. ONLY,WITHOUT ASSUMING KNOWLEDGE.NOR RESPONSIBILITY FOR HOW THE CONTRACTOR WILL 4."LVl BEAMS,AS NOTED ON PLANS, SHALL HAVE A MINIMUMFb 2900 PSI,E= 2,000,000 PSI,AND Fv =285 P51. ACHIEVE THIS RESULT.,. . - - - `LVL BEAMS SHALL BE'VERSALAM' BY SOME CASCADE. NO SUBSTITUTIONS WBJ_BE ACCEPiw.UNLESS THE ENGINEER-w- - 3:FOR EXACT LOCATIONS OF FLOOR:AND„ROOF OPENINGS..POSTS. ETC_.. SEE ARCHITECTURAL t.,.:. SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY THE CONTRACTOR.. y DRAWINGS. _ •-s - = 1 1 - - 9• - - Y - - - 5. PLYWOOD WALL SHEATHING, ROOF SHEATHING, AND SUBFLOORING SHALL BE APA GRADE;TRADEMARKED C-D INTERIOR{.. ' ;' L 1 8' '.' •s. .< k :'" .'I WITH IXTERIOR.GLUE_ SUBFLOORING SHALL BE 31e THICK TONGUE AND GROOVE.AND SHALL BE GLUED TO FLOOR _= FDN -. - fOUNDATKINS. - - - = ... Y .. .^ ,. - ADHESIVESHEATHING 2 W SHEATHING WALL , a «. .w 4A_.. - - ALL ' , '' " SHALL Emll/2N THICK.APPROVED '+• 1 1 _ - "` I t 1_EXCAVATE TO LINES AND GRADES.REQUIRED TO PROPERLY INSTALL THE FOUNDATIONS ON PRIOR.TO NAILING.,:ROOF EATHING SHALL BE - - e •' ."s .1. '• ( -.INORGANIC. UNDISTURBED SOIL OR CONTROLLED STRUCTURAL BACKFlLL AS REQUIRED BY THE } i - , 6. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY. AND WHEREVER WOWRI WITHIN 8"OF FINISHED . •.. ` I t 2'-0. "- - ..r: GRADE OR PART OF OPEN DECK CONSTWCTION,SHALL BE PRESSURE TREATED. rc' - FOOTING STEP. 1 1 ".ARCHITECT. ALL EXCAVATIONS SHALL BE BEFORE ANY CONCRETE: } - -,- STRIP $CONCRETE SLAB.WITH -s,. ^ -. .- 1 ,.2. EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL AT AMINIMUM DEPTH OF 4 - - 7- JOIST AND BEAM HANGERS SHALL BE By SIMPSONS7RONG-TIECORP- THE CONTRACTOR SHALL STRICTLY ADHERE TO ' ! 1 FOOTING ,,. -., .y _ W.W.F.AT MIO-DEPTH - i :..t _ FEET.OR AS MODIFIED BY THE STRUCTURAL ENGINEER, BELOW THE LOWEST ADJACENT GROUND .MANUFACTURER'S FASTENING REQUIREMENTS. - - - 1- v PITCH 3' +/—TOWARDS s, ", „ {. -{ a EXPOSED TO FREEZING ANY ADJUSTMENT OF FOOTING'ELEVATIONS DUE TO FIELD CONDITIONS , 8.CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK•'OF FALL.TRADES TO MINIMIZE THE eNEED FOR CUTS AND BORE. . t .. OVERHEAD DOORS - a + : .'t .. I ,MUST HAVE THE APPROVAL OF THE ARCHITECT. HOLES IN FRAMING-LUMBER. .IN GIRDERS, BEAMS.OR JOIVM CUTS.AND BORE HOLES STALL NOT-BE DEEPER THAN 1/5.. IOOTINC STEP _ 6 - - - x e' I I - 3.SOIL BEARING.CAPACITY: FOOTINGS MUST BE.PLACED ONSOIL WITH A MINIMUM BEARING' THE MEMBER DEPTH NOR MORE THAT 2 IN DIAMETER.,AND SHALL NOT BELOCATED NEARER.TO THE END OF THE SPAN=. I 1 - -FDN 1 -T- CAPACITY OF 4000 POUNDS PER SQUARE FOOT. -. - - •THAN THREE.TIMES.THE MEMBER.DEPTH NOR WITHIN THE CENTER TFRRD'OF THE SPAN UNLESS REINFORCED TO MEET «. „ a+ ": _ 1 1 - - _ 4-.:• WALL 4_BACKFILL BELOW:FOOTINGS AND SLABS SHALL:'BE-MADE WITH APPROVED GRANULAR , STRESS CALCULATIONS: . iv 1 ` - '. 1 1 = _ .MATERIALS PLACED IN 6' LAYERS.. LAYERS SHALL.RE COMPACTED TO%X DENSITY AT - tOPTIMUM MOISTURE.CONTENT,AS.DEFINED BY ASTM D1557. METHOD D. 1 t - _ i 1 z' • S. PROVIDE FOUNDATION DRAINAGE,WATERPROOFING/DAMP-PROOFING,AND FOUNDATION WALL f - 1 INSULATION AS.INDICATED ON THE ARCHITECTURAL DRAWINGS ROF FOUNDATION WALL ` FDN STEP - AT DOOR OPENING _ a FDN STEP I CONCRETE '` , `f i • ': " ;. L 1..ALL CONCRETE,WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITION OF t AG-378, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". ONCRETE _ r -2.CONCRETE SHALL ACHIEVE A MINIMUM 28 DAY DESIGN STRENGTH AS FOLLOWS FOOTINGS, WALL$,'INTERIOR SLABS-ON-GRAD AND OTHER CONCRETE NOT OTHERWISE 1 I rA -I SPECIFIED 'P51 EXTERIOR EXPOSED TO WEATHER- 4000 PSI. - - - - t �.----- I -1000 SLABS . I ----------- ------ ------------------ ---- ----� - ' "3-SLUMP AT THE POINT OF.DISCHARGE FROM THE READY-MIX TRUCK SHALL BE 3-S'_.. : _ '� '.�,� I' -4. REINFORCING STEEL: TYPICAL-ASTM A615,GRADE 60.FIELD BENT- ASTM A6/5, GRADE. - - ...ww's.^a - 40 WELDED-WIRE'FABRIC - ASTM AIRS- - t_ .. J _ 3' 9'-C 2'-9- 9'-6" L2-- 9_6,. 3, y r a 40 of FOUNDATION PLAN THE THOMAS 'RESIDENCE - P 'DOWN>,BACK� GARAGE SHELL.L/WE:', COTUfT. AIASSACNUSEI`iS AUGUST Ao, aoos - - P.E.e e anDil Webb a_ _ AUPHIKAIS 291 P.-d Saar ARQIITECTDURAL DESIGNE - . ;" :•:, •. , R 'N171867 608-833-3613 SAt�iTI6l, NA III R I . 7 30 j R- HU9 HANGER (INVERTED) 2-2x4 PT PLATE w/ Y2"O ANCHOR 13/4%7Y4%VL RAFTER BOLTS 04'-0"OC 2-2x4 PT PLATE / Y2"O ANCHOR 2x STUD WALL 1Y4"x9Y2"LVL w RIDGE 2°" M ;ItN3 EDGE BOLTS @ 4'—O"OC 2—#5 TOP DIET z & BOT M 2x STUD WALL 4Y" O BOLTS SIMPSON 2.5 HURRICANE ___ � I'IIrI1(iI —srtll�IiIII ir'IIIr�II ._.._ .:,_�JcwI'!IIirI1 I 1I'IIirI1I �a�►lI1iI1I1 f1'II1i1I1 _ or 2— TOP TIE, FASTEN TO OUTS ID BOT FINISH GRADE OF PLYWOOD SHEATHING CONC SLAB FINISH GRADE g r I 2-13/4x9Y2LVLTIEz (1 EA SIDE OF LVL RAFTER)- .._..._ __, Jcl1IirIr1I I I1i1IIIr11rI Ir II rr ' ' I I I I I I I I wv, i Z © #4C�16 OC r� r� r� r� I rr � x J 1a �3/4 TO RAFTER DETAIL 1/4 CLR = 1 -0 p i p 1 p 1 p 1CONC SLAB a „ 3 , „ �+ I .-> I '+ I �+ I� 2x4 KEYWAY 8» � -4 1 i � i i i6» C •-} ..} �} i �� � ' J I I I I I I I X I I I i 11 w --X 1 1 1 1 1 1 1 1 (R FTC ZIS T P) m z CONIC FTG #4036"OC ( � I I i ! I I I I I I I I I I I I I I pl { I I 11 I 1 I I I I I r r I rj in _z — HORIZ.jv SIMPSON 2.5 HURRICANE 04 2x4 KEYWAY I I I I I I i t I I i t I I i t I I I TIE, FASTEN TO OUTSIDE i t r r I I I I I I 1 1 I I I r 1 1 I { CONC FTG OF PLYWOOD SHEATHING u u u uu uu I 4 nn rn n ri n n nI � it ii ii ii i I I I I I I 1 1 1 1 I I I I I I I I 1 ! rr re I I I I I I r I I HAN ER I I I I I I I 1 �J4 x Y2 L ,.......f ' I (TY ) I I I I I I I I RI11) E I I I I 11 I I T I I I I I 1 I I 1a'iI 12" LTYPICAL KNEEWALL FDN ' " T1S $ C / N = 1 -0 z -0 -- r -� -rII1 J 7 I1 II REAR WALL FDN 4 TYPI3/4' CAL �EAVE ' 1'-� i i i I I i r I i I T.O. FTG, EL. I I I I I I I I 1 1 I I I I 1 1 1 1 H=24 SEE PLAN { I I 1 1 I I I i t I I I I I I I I I t I I I I I I I I ee I I I I I I I I I I I MAX I I I I 2 1% 9Y ' VL �, �? 2 134 x9Yz LVL �� -1 ' x9 "LV �,.. s H=24" T.O. FTG. MAX EL. SEE 1 4 ti PLAN 1. ALL RAFTER TO RIDGE CONNECTION TO BE MADE W/ A MINIMUM OF 6-12d DJ ROOF FRAMING NAILS. 3'-0" d 1/41' = V-0" 2. POST IDENTIFICATION AS FOLLOWS: JACKS 0 —REQUIRE ADD'L KING STUD y�o� TYPICAL STEP IN FOOTING POST 0 —IDENTIFIES TYPE OR NUMBER OF FULL SUPPORT STUDS 3. HEADERS ARE AS FOLLOWS UNLESS +tK NOTED OTHERWISE. 2-2x8 40' _---------_._ ---.-.---- ---------_.-------_ GENERAL CONDITIONS ROUGH CARPENTRY .�, - - - - - •: • - - - - - - - 1. THE AC OR SHALL CAREFUL LY VERIF Y ALL DIM ENSIONS AND CONDITIONS N SHOWN ON ( 1 1 AL L ROUGH CARPENTRY ENT RY WORK SHALL BE EXECUTE D I N CON FORMANCE WITH THE AMER ICAN INSTI TUTE OF TIMBERDRAWINGS PRIOR COMMENCEMENT SHALL ENGINEER-______ ___________ _______________________ _-___-__-___--- I IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ENGINEERING AND ARCHITECTURAL DOCUMENTS. CONSTRUCTION "TIMBER CONSTRUCTION STANDARDS" - AITC 100. I r I I ( 2. WHEN NOT OTHERWISE IDENTIFIED, ALL WOOD BEAMS, JOISTS, RAFTERS, HEADERS, STRINGERS, PLATES, AND SILLS I I Z J I I 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF TEMPORARY SHORING, SHALL BE SPRUCE PINE FIR #2 .OR BETTER, WITH A MINIMUM Fb = 875 PSI (SINGLE USE) AND Fb = 1000 PSI I I 2 ' I I BRACING, OR OTHERWISE PROTECTING ANY PORTION OF THE STRUCTURE, SITE AND UTILITIES (REPETITIVE USE), AND E SHALL BE 1,4000,000 PSI OR BETTER. I I I I FROM DAMAGE DURING CONSTRUCTION. THE ENGINEER IS SPECIFYING THE FINISHED CONDITION 3. WOOD STUDS MAY BE EASTERN HEMLOCK, EASTERN SPRUCE, OR HEM-FIR, GRADED "STUD" GRADE, #2 OR BETTER. I I I I ONLY, WITHOUT ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR WILL 4. LVL BEAMS, AS NOTED ON PLANS, SHALL HAVE A MINIMUM Fb = 2900 PSI, E = 2,000,000 PSI, AND Fv = 285 PSI. ACHIEVE THIS RESULT. LVL BEAMS SHALL BE "VERSALAM" BY BOISE CASCADE. NO SUBSTITUTIONS WILL BE ACCEPTED, UNLESS THE ENGINEER I 1 I ;''_ I 3. FOR EXACT LOCATIONS OF FLOOR AND ROOF OPENINGS, POSTS, ETC., SEE ARCHITECTURAL SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY THE CONTRACTOR. DRAWINGS. 5. PLYWOOD WALL SHEATHING, ROOF SHEATHING, AND SUBFLOORING SHALL BE APA GRADE, TRADEMARKED C-D INTERIOR 8" I I WITH EXTERIOR GLUE. SUBFLOORING SHALL BE 3/4" THICK TONGUE AND GROOVE, AND SHALL BE GLUED TO FLOOR FDN ( I FOUNDATIONS JOISTS WITH AN APPROVED ADHESIVE PRIOR TO NAILING. ROOF SHEATHING SHALL BE 1/2" THICK. WALL SHEATHING I I WALL SHALL BE 1 2" THICK. 1. EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL THE FOUNDATIONS ON / I I I I INORGANIC, UNDISTURBED SOIL OR CONTROLLED STRUCTURAL BACKFILL AS REQUIRED BY THE 6. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY, AND WHEREVER WOOD IS WITHIN 8" OF FINISHED I I 2'-0" FOOTING STEP I I ARCHITECT. ALL EXCAVATIONS SHALL BE DRY BEFORE PLACING ANY CONCRETE, GRADE OR PART OF OPEN DECK CONSTRUCTION, SHALL BE PRESSURE TREATED. STRIP 4" CONCRETE SLAB WITH ( 2. EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL AT A MINIMUM DEPTH OF 4 7. JOIST AND BEAM HANGERS SHALL BE BY SIMPSON STRONG-TIE CORP. THE CONTRACTOR SHALL STRICTLY ADHERE TO ¢ I I FOOTING W.W.F. AT MID-DEPTH I `: .' I FEET, OR AS MODIFIED BY THE STRUCTURAL ENGINEER, BELOW THE LOWEST ADJACENT GROUND MANUFACTURER'S FASTENING REQUIREMENTS. PITCH 3" +/- TOWARDS �- k:; -I d- EXPOSED TO FREEZING. ANY ADJUSTMENT OF FOOTING ELEVATIONS DUE TO FIELD CONDITIONS 8. CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO MINIMIZE THE NEED FOR CUTS AND BORE I = OVERHEAD DOORS I :;;` ( N MUST HAVE THE APPROVAL OF THE ARCHITECT. HOLES IN FRAMING LUMBER. IN GIRDERS, BEAMS, OR JOISTS, CUTS AND BORE HOLES SHALL NOT BE DEEPER THAN 1/5 I l ( I 3. SOIL BEARING CAPACITY: FOOTINGS MUST BE PLACED ON SOIL WITH A MINIMUM BEARING THE MEMBER DEPTH NOR MORE THAT 2" IN DIAMETER., AND SHALL NOT BE LOCATED NEARER TO THE END OF THE SPAN FOOTING STEP 8 FDN 1 i CAPACITY OF 4000 POUNDS PER SQUARE FOOT. THAN THREE TIMES THE MEMBER DEPTH NOR WITHIN THE CENTER THIRD OF THE SPAN UNLESS REINFORCED TO MEET I I WALL I 1 4. BACKFILL BELOW FOOTINGS AND SLABS SHALL BE MADE WITH APPROVED GRANULAR STRESS CALCULATIONS. MATERIALS PLACED IN 6" LAYERS. LAYERS SHALL BE COMPACTED TO 96% DENSITY AT I 1 1 I I OPTIMUM MOISTURE CONTENT, AS DEFINED BY ASTM D1557, METHOD D. 5. PROVIDE FOUNDATION DRAINAGE, WATERPROOFING/DAMP-PROOFING, AND FOUNDATION WALL 1 I DROP FOUNDATION WALL ,; I INSULATION AS INDICATED ON THE ARCHITECTURAL DRAWINGS. FDN STEP AT DOOR OPENING FDN STEP ( CONCRETE 1. ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITION OF ACI-318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". I I 1 2. CONCRETE SHALL ACHIEVE A MINIMUM 28 DAY DESIGN STRENGTH AS FOLLOWS: J. i A( FOOTINGS, WALLS, INTERIOR SLABS—ON—GRADE, AND OTHER CONCRETE NOT OTHERWISE I I 1 I SPECIFIED — 3000 PSI EXTERIOR SLABS EXPOSED TO WEATHER — 4000 PSI. 1 1 L---------------- —————— ———————————————— ——————————— ---� 1 S. SLUMP AT THE POINT OF DISCHARGE FROM THE READY—MIX TRUCK SHALL BE 3-5" N I I 4. REINFORCING STEEL: TYPICAL — ASTM A615, GRADE 60. FIELD BENT — ASTM A615, GRADE L ---- ----____ _ ___-- _-- -------- _ -- _-- --_---- _—_—_ -- _-- 40 WELDED WIRE FABRIC — ASTM A185. 3' 91_6)) 2}-0» 9,_6), 2'-93$ 9,-6„ 3, 40' M FOUNDATION PLAN EL �_� o��e5a THE THOMAS RESIDENCE 1/41' = 11-01I s S i� GTv 0 40i52 q�F "DOWN BACK" GARAGE SHELL LANE, COTUIT, MASSACHUSETTS AUGUST 10, 2005 Daniel Webb P.E. KEVIN D. DAUPHINAIS - 291 Pearl Street S- 1 ARCHITECTURAL DESIGNER SANDWICH, MA Reading,MA 01867 508-833-3613 SyF - EDGE oFp l A IrF� N690 l NT 19.3�2 � S 00, / / / h / / 40 01 3 pYOp o is ow Ql Gq SE0 w / �G A s � Fxls T//V \ 1 G 29.00. 3883, DvvF44I/vG DRIVEWAY LEACHING BECK PIT ' sue, / Q1 oN O / Z N REVD.AUG.22,2005 ADDED GARAGE PLAN OF LAND LOCATED IN COTU IT,MASS. po��N �SN�o PREPARED FOR "o�PG� , HEILBROWN REALTY TRUST 82� 19s 15a° ������ of qs DATE:DEC.7,2001 SCALE:1 " = 20' S690 00, g DM4 r G,\ FILE:275BA SHELL LN O 30Z0„� C LES , A ICKI 'lkt�, �0°5 CAPE & ISLANDS ENGINEERING �OQS, '�fcIsT 800 FALMOUTH ROAD,SUITE 301C T '�"o MASH PEE,MASS.02649 [508]477-7272 t 4qN EDGE OFP N?' N6�3020 / 19500, tiV / 4001 / / / � a N �UNOq 14NG 21.9, o N N ?4. , / / o \ / BOO• J / EkjST/ 29.00, I i 3e GD��<<lN� DRIVEWAY Q S� LEACHING - DECK \ / PIT p "� '7certify that the foundation shown on o this plan is as it actually exists on the - y b. P Bround and that it con orms to the W arnstablezoning ref tions regarnyards � \ / ° DAV1D J,1 - - - - - - � SANICKI / C / date.Oct.5,2005 28085 l flood zone c[non-hazard] �s�'FC1sTEe�° / shell L LAW s% / PLAN OF LAND LOCATED IN COTU IT,MASS. PREPARED FOR ca�P� HEILBROWN REALTY TRUST 8zo DATE:OCT.5,2005 SCALE:1 " = 20' S6yo ,66, FILE:275BA SHELL LN �02oI,E ` 04AW CAPE & ISLANDS ENGINEERING �O� S� 800 FALMOUTH ROAD,SUITE 301 C MASH PEE,MASS.02649 [5081477-7272 %r'S TEM PROFILE NOT TO SCALE POP FDN. ' .��, o ,FINISH GRADE OVER FINISH GRADE EL . o ;a...e°;.�: FINIS,'i GRADE OVER `..DIST. BOX ��'• FINISH GRADE OVER " SEPTIC'' TANK •s'`�''•`L' LEACHING PIT '✓ - �' •a". VARIES ��T ��7Tit000�7T,�7T / p, 'p!Q. O e N';O O: .a..4;. ..b.e. :. 'O: e'•y •.0• .— 12" IH/4J1' io'.eo.•b :o �e :.a .e _:e...:e �;:�:°:c. :... d:e:• e;e.e:�:� '0 3" OF 1/B" 1/2" PRECAST CONC. OR ASHE'D PEA STONE : ,,,o•,— :.:... 6 MORTAR 3„ e OUTLET PIPE LEVEL TO 12" BELOW GRADE F"C)R 2 FT. MIN •a•.•s••:o:•o•:o: o •a• o . • a .o.• :' a �o - :e 8, TRH .e; '''� .. .0:::! 'y..'o••.' r :O•p!.d.:0:�•p•. .. bi D'. o• . e:a b.: .0 3.3'..5.� � .38, '%.''•" � I 9::o:O.• , :0. .o •e ;D.•° p°:•o. °o•ee '� C. I. OR PVC TEES 38. 28 ;q.p!;o: BSMT. FLR. O'000: i, © d © GSA L L ON DI� TRIBUT.IDN BOX �o °� IIbJSTAL L ON LEVEL BASE 6 ' 4: PRECAS T CONCRETE s/4" r`' 1-1/2" PRECA S T p I WASHED; .a a..a..'o.:o'... s H—l 0 REm ORCED o CONCRETE CRUSHED + a. STONE •9•0;°' •eo-4':o'.ae o •:a:o�•.o•c;o•eQd° oQo•°o'e;.•eo,6.oG.aba000: I �Q .4t '0:. H— /0 REINF. p) SEPTIC TANK a - 'o'� 0- INSTALL' ON LEVEL RASE NOTE: EXCAVATE TO ELEV. Z,&,0'-`OR ° ° P o• ,;e.'e:p.. •:o:� ° o• 0.4�� i a O O ° 4D.�r .a,c. Oct LOWER TO REMOVE ALL IMPERVIOUS - -' MA TERIA L BENEA TH THE L EA CHING ARE. REPLACE EXCA VA MA TERIAL WI TH CL EAN. CLA Y FREE SAND EFFECTI VE DIAMETER GENERAL sties i� � ,,� LEACHING PIT NOTES .SQ• :a INSTALL ON LEVEL BASE ALL EL EVA TIONS, SHOWN ARE BASED ON,'ASSUME P ` � 2. ALL PIPES IN THE: SYSTEM MUST BE CAST IRON OR SCHEDULE 40 PVC. OBS:�'R VA TION PIT .�. r�.;� . �,_A,RD OF . .E'er. Y, ,THEN CONS TRUCTI( N IS COMPLETE PRIOR _ PERCOL A TION RATE: o LEAdYXMs PIT - ;TO BACKFILLING z MIN./IN. 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED { RA\ p WITNESSED BY' B Y THE BOARD OF HEAL TH AND CAPE 6 ISLANDS 0 SURVEYING CO., INC. 5. MA TERIALS AND INSTALLA TION SHALL BE IN BRO. OF HEALTH DA TA COMPL LANCE WI TH THE STA TE SANITARY ✓`n HE DESIGN �' CODE - TITLE V •- AND LOCAL APPLICABLE DATE. J I •. .-..._ � - RULES AND REGULATIONS �` a �wnf�. S� -` Lav 6. NORTH ARROW IS FROM RECORD PLANS AND T o -s o, l NUMBER OF BEDROOMS -3 _ _ ProPos {, N soE ST COA IS NOT TO BE USED FOR SOLAR PURPOSES s b s i GARBAGE DISPOSAL ^f hcT r� c DA IL Y FLOW o GA L . 7. FLOOD HAZARD ZONE " ��1 " A. A TER SUPPLY '�/ SEPTIC TANK REG 'D. 3 { -7- /Y w T t l^ / 000GAL . . .•. � � v ' z2 .�y- .-�' ,�, . , i ovc� GAL'. SEPTIC TANK PROVIDED L EA CHING REOUIRED 3,3 o GPD. of r: cl ' a SIDEWALL AREA /(58 S. F. wo /fa'S.F.X �� G/S. F. _ 4 7/ GPO BOTTOM AREA 79 S. F. LEGEND Z S.F.X v G/s. F. _ 7,P GPD O o8d s r lya�/...✓ /! o _ •a ��y' �o w a 4 LEACHING PROVIDED = s50 GPD /` —— —— PROPOSED ELEVA TION \ � � 3`� � / �, �L��A��� n � '•'2' EX1'STING CONTOUR oes°ERVA TION PIT SINGLE FAMILY RESIDENCE G DIE TRIBUTION BOX o�'� RICHARD 9�y�. PROPOSED SEWA GE DISPOSAL S YS TEM / / 0 JAMES PI O O G9 ' _3o zo W / C aA BERTRAND �i _i ©�.�vv o b ✓ a �,: �y o lRf� h O LEACHING PIT No. 29894 j O PREPARED FOR �-� fSS/pNAI ENG\ � o,„.a Drwl+ f T�"� O o SEPTIC TANK ' MCSHANE CONSTRUCTION O T e ( / tRP I RE`;ERVE �,N �,gssq� L O T 2B SHELL., LANE c°� D �� CO TUI T BARNS TAr.3L E MA PIPE INVERT ELEVATION s/+N1 KI 28085 DA TE: c-. l^'Ae /.� • 9 a 4 CAPE C ISLANDS SURVEYING, INC. PLOT PLAN P. O. BOX 334 SCALE: = `�o SCALE A S NOTED as ' -. � /o PLAN NO. s 20.? e T TEA TIClET, MASS. SEC Pc_L LOT HSE ' • :..:e .. .dirt.. *'_`-'' _h..... '• ...,e„_ __ ._...._,.d.u._... ... ..___...._ _ ... __ .. 1 X 3 SHINGLE STOP OVER ANEW DORMERS 1 BOARD TO MATCH EXISTING -- ----- — --- 12 OR r-EXISTING DECY A C & T InI-I TT fT-ini_fl TT rr xT I R SI IN 1)II II tI II II it I1 fi�ll 11 II L W L11-E ILu UI it - - - - - - T7 II II fl ERONT ELEVATION ► I I I . I MaTLTY-11 II - - �- - - - ------ - - RIGHT ELEVATION Ew SLIDI OR -n TT fT-In171 TT ITlnl-l TT<TI - In TT T In IT 1 - TT i I -IniZi TT I lni Illlllllullllllllll {fllilfl� n { Il I n 1 ) II II {Illllfllff Iiilllllllllllllilllllllllll I ! IIlI ! Illllllitl III I! I ' III II III 1111 11 II II II IIIlIIIII lLlullllllLluilllltLlUl !l Ll I lll [ 1�11 I _ll i l_ lL1L1111IL I �1J111L141111 - - v v v v v s i v v v v v v v v v v s i s v -v v v i v v-i i i s s v v v - - - - - - - - - - - - n - - - - - - - - - - - -IT - - - - - - - - - - - -1r - - - - - II II II II II II II II II II II II II II it II II If II II 11 II II II II II 11 II II II 11 II II REAR ELEVATION V�j SCALE PROJ. # I v I N 1 — ( IA r- /4 .. .. s .. . .. . ` IN--98 98-960 �, l�� ELEVATIONS ` t-- L � LE NATIONS r ; SHEET - ,BEN, >nEL►NG # JEFFREY A. BARNABY, CPBD THOMAS RESIDENCE C)JVI - CERTIFIED PROFESSIONAL BUILDING DESIGNERB D CoWk TO 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. PLYMOUTH , MA. AN,, ,. TEL. 508-888-2747 . . . . . . . . ala OF I In -- } EXISTING ELECTRICAL PANEL -./ I 2-AR351 I { { i 2-AR351 I 2 -2" 7'-8" 3'-8" 7'-8" EXISTING 2'-6" X 3'-2" ROUGH OPENING _I PROPOSED ROOM 5'-2" 2'-6" - - - WINDOWS dt DOORS o c TY _ UNIT I r - EXISTING 3'-3" X 6'-10" EXISTING ROOM 2-AR351 MULL D AWNING O ROUGH OPENING 1 Fw -4 I IN _ 9,-2., 8'-8' 5'-10" 1 X 80 t 2 5 LITE i CW25 CASM-N' -� I r-,I NEW CW25 CASEMENT 10 I _DN ; ; HALF WALL TO EXISTING 2'-6" X 3'-2" BE REMOVED _— _- ROUGH OPENING I , F HALF WALL 1 - OPEN HANDRAIL I 1 _ =O c0 1 j a C) I 1 w NEW FWG 120F,8-a NEW DOOR x ' I I I N I 1 I LEGEND - - jEXISTING DECK = NEW CONSTRUCTION = EXISTING CONSTRUCTION EXISTING DECK TO REMAIN i EXISTING FLOOR PLAN PROPOSED FLOOR PLAN ASPHALT ROOF SHINGLES TO MATCH EXISTING OVER 1/2" EXTERIOR PLY EXISTING 2 X 6'S CONT. RIDGE VENT j (FIR) OVER ROOF RAFTERS (TYPICAL) EXISTING 2 x 8'S EXISTING 2 X 10 RIDGE BOARD j' -NEW 2 X 10'S ® 16" O.C. � NEW 2 x 6 COLLAR TIES ® 16" O.C. a�< � 9" R-30 F.G. INSUL.1 2 EXISTING 2 X :'S STYROFOAM CIRCULATORS 9" ft-30 SKIMCOAT PLASTER O/EI?- ` CONT. DRIP 112' BLUEBOARD OVER'- �� EDGE VENT 1 X 3 STRAPPING ® 16" O.0 \\ ai _ OR CONT. SOFFIT VENT 4 X 8 EXPOSED WOOD BEAMS e \ 2 X 2 FURRING STRIPS a�ez 3 1/2" R-15 TRIPLE JOISTS ON EITHER, SIDE OF DORMERS 0 HANDRAIL DOUBLE 2 X 10 = 0 I 00 rr ------- EXISTING DECK 3 1/2" R-15 TO REMAIN- II EXISTING DECK. EXISTING FLOOR JOISTS TO REMAIN TO REMAINS 1 1 EXISTING BEAM _ EXISTING FLOOR JOISTS 10 REMAIN TO REMAIN - � I 1 1 I 1 1 I I 1 I I I 1 I I I I I I EXISTING SECTION PROPOSED BUILDING SECTIOr, SCALE. DATE: PROJ. #: 17-JUN-98 98-960 v I N LG LD E LS-- I LIS N Y Al FLOOR PLAN & SECTION RENOVATIONS & REMODELING SHEET >#: JEFFREY A. BARNABY, CPBD C LIVING DESIGNS 1998 T H 0 M AS RESIDENCE LMNG DESIGNS HEREBY EXPRESSLY RESERVES ITS CERTIFIED PROFESSIONAL BUILDING DESIGNERBID COMMON LAW COPYRIGHT THESE PLANS ARE NOT /\ - 2 P LY M O U T H M A. TO BE REPRODUCED, CHANGED OR COPIED 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. ANY ERRORS OR DISCREPANCIES FOUND ON THESE TEL. 5U8 8$8-2747 PLANS ARE TO BE BROUGHT TO T�4F ATTFrJ71n.N PC' 2 A. LIVING DESIGNS PRIOR TO THE OF