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Home My WebLink About0159 THE PLAINS ROAD NORTH �� 9 � ��. ,� � _ _ _ _ _ 0 ._ i s . i n O ., Na F T Q { C\j a j O ® Z �AL_0" 0 LU ALA t 1 LLA o t, fyy' f 7 NJ AW--15'z . 6z8 r� io.• S i ° 4 k �f k k t' i i ,j ',IJ� Ste"` tr 1 �� i Town of Barnstable rqk� Regulatory Services �'! QrZD L � P ` Thomas F.Geiler,Director � BwsreBIA t ►; ,, 1 �� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 y Office: 508-862-4038 Fax: 508-790-6230 REQUEST FOR ELECTRICAL INSPECTION' ELECTRICAL PERMIT NUMBER 6 ' (Permit required in order to process inspection) Today Date JUIV- 6 , 20 10 Requested Date of Inspection v I, Sj (,Q hereby request an inspection under Massachusetts General (Electrician) Law chapter 143, section 3L and 237 CMR 4.02(3). + The installation will be ready for inspection at /.5-5 �1�l►''S - (Property Location) Type of inspection requested: ❑ Temporary Service ❑ Service Re-inspection ❑ Excavation ❑ Rough Re-inspection ❑ Service Inspection ❑ Final Re-inspection ❑ Rough Inspection for ($100.00 Re-inspection Fee) [� Final Inspection for 2:� ❑ Other Owner or tenant Licensee's name, address, and phone 1,�17`-Pig License number Licensee's Signatur This section to be comp ete y arnstable Inspector of Wires Inspection date JUN 0 9 2010 ❑Approved ❑Not Approved This work was not a roved for violation of the following Articles and Section the Electrical Code. Q:WPFil es:forms:electrequest Rev:4/8/08 /l/�— # L Town of Barnstable TOWN OF AR..NSIABIt o� Regulatory Services Thomas F.Geiler,Director , �sT,Bt� : 8 �i3 8 1 "'ALS& Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 DIVISION Office: 508-862-4038 Fax: 508-790-6230 REQUEST FOR ELECTRICAL INSPECTION ELECTRICAL PERMIT NUMBER 2 o U ro(o D 9 (Permit required in order to process inspection) Today's Date z� (��L Requested Date-of Inspection I, hereby request an inspection under Massachusetts General (Electrician) Law chapter 143, section 3L and 237 CMR 4.02(3). / The installation will be ready for inspection at 15-1 (Prop rty - cation) l Type of inspection requested: ❑ Temporary Service Service Re-inspection ❑ Excavation Roh e-inspection ❑ Service Inspection inal Re-inspectio ❑ Rough Inspection for ($100.00 Re-inspectio ee) Final Inspection for. ❑ Other Owner or tenant Licensee's name, address, and phone License numbe 0; 7 2010 Licensee's Signature This section to be completed by Barnstable Inspector of Wires Inspection date JUN 0 4 2010 ❑Approved ❑Not Approved This work was not approved for violation of the following Articles and Sections of the MA Electrical Code Q:WPFiles:forms:electrequest Rev:4/8/08 i� Town. of Barnstable OWN OF BARNSTABLE o� Regulatory Srvie�s_5 F aaxrrsrest> Thomas F. Geiler, Director 1.6 9 MASS. t639. Building Division Tom Perry, Building Co-m:m.is.&nneer 200 Main Street, HyannPsgN1A020�1� M-$� Office: 508-862-4038 Fax: 508-790-6230 REQUEST FOR ELECTRICAL INSPECTION ELECTRICAL PERMIT NUMBER. b 0 S-70 60 1P . (Permit required in order to process inspection) Today's Date eq.- Requested Date of Inspection Awl , 0 I d Z hereby request an inspection under Massachusetts General (Electrician) Law chapter 143, section 3L and 237 CMR 4.02(3). �-y A The installation will be ready for inspection at � rAe- Pb)K.� y / �• /� /�V`� (Property Location) Type of inspection requested: l ❑ Temporary Service Service Re-inspectio ❑ Excavation e inspection ❑ Service Inspection ❑ Final Re-inspection ❑ Rough Inspection for &zul ($100.00 Re-inspection Fee) rn d AII-A--je— ❑ Final Inspection for I ❑ Other Owner or tenant Licensee's name, address, and phone License number -rceneees•Signa Tbis section to be comp t Barns able Inspector of Wires Inspection AUG Q S 2009 Approved ❑Not Approved This work was not approved for violation of the following Articles and Sections of the MA Electrical Code: Q:WPFiles:forms:elcctrcquest Rev:4/8/08 ,per aa'' �\ C'annzonwea&o f MamaclvAjetb Official Use Only /�c�� Permit No.d�y F6 09�p /� Ararlmed o/-71oe Service Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07] leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(IvIEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: City or Town of: .,�,V-A1d;1W To the Inspector of Wires: OBy this application the undersigned gives notice of his or her intention to perform the electrical work described below. t Location(Street&Number) /SQ —rhe T>2i hS Owner or Tenant , �il.U.Yx �alter Telephone No. 5-00 y'L F Zy 74 Owner's Address Az P&As RL W. MA D ce& Is this permit in conjunction with a building permit? Yes No ❑ (Check Appropriate Box) 49. Purpose of Building CTM;t egoc M a i'l1JL Utility Authorization No. r Existing Service 000 Amps A10 /:�'l 6Volts Overhead ❑ Undgrd No.of Meters New Service 60 Amps / Volts Overhead❑ Undgrd No.of Meters Number of Feeders and Ampacity 508 aO AA y Sf (} /r Aryl p S (� Location and Nature of Proposed Electrical Work: fe—� (�:� 1gre j,1 V ilY71, Completion of the ollowin !able may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans No.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ n- ❑ o.o Emergency Lighting rnd. rnd. Batter Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners o.of Detection an Initiatin Devices No.of Ranges No.of Air Cond. Total Tons No.of Alerting Devices No.of Waste Disposers eat Pump umber Tons o.of Self-Contained Totals: Detection/Alertin Devices, No.of Dishwashers Space/Area Heating KW Local❑ MUniCipal a`-&hero Connection No.of Dryers Heating Appliances Kam, Security SyysRteiis:* No.of D,e`v.'ices or E covalent® o.of Water , o.of o.of Data Wiring:; F Heaters Signs Ballasts No.of Devices or E ufi�alent� coNo.Hydromassage Bathtubs No.of Motors Total HP Telecommunications firing: � � No.of Devices or E rri�a en ga,u OTHER:CD I N' Zz Attach additional detail if desired,or as requieed by the GeclorXWires. Q 1Estimated Value of Electrical Work: (When required by municipal policy.) F—B o Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. a ic� � INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless Ow . 2 the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The IL o X undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) iW o I certify,under the pains and penalties of perjury,that the information on this application is true and complete. o FIRM NAME: LIC.NO.: ago � LL W Licensee: Signature LIC.NO.: a a I applicable, "licable,enter "exempt 'in the license number line. (l � ) Bus.Tel.No.: Address: Alt.Tel.No.:. *Per M.G.L.c. 147,s.57-61,security work requires Department of Public Safety"S"License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. B my signature b low,I hereby waive this requirement. I am the(check one ❑owner ❑owner's agent. Owner/Agent �� - PERMIT FEE: $ Signature Ir eleRR one No. ` L J 5DF- 4'ao 7 y F �A l - The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 s� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name(Business/Organization/Individual): J.a9 Address: 45-1 City/State/Zip:h(. 'ar-Kib.ble 4h n2�&k Phone.#: Are you an employer? Check the appropriate box: Type of jproject(required): 1.❑ I am a employer with 4. ❑ .I am a general contractor and I 6. ew construction employees(full and/or part-tim.e).* have hired the stab-contractors 2. listed on the attached sheet. T. ❑Remodeling El I am a sole proprietor or partner-' ship and have no employees These sub-contractors have g. '❑ Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' compN.insurance comp.insurance.# required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions / yself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors 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: Policy#or Self-ins.Lic.M Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip 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. Be advised that a copy of this statement may be forwarded to the Office of esti ations of the DIA for insurance coverage verification. do hereby certify under the pains a penalties of perjury that the information provided above is true and correct Si ature: Date: Q 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their.employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth,for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152; §25C(7)states"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 chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, it necessary,supply sub-contiactor(s)name(s),-address(es)and.phone number(s) along with their certificate(s)of insurance. Limited Liability Companies•(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit 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 required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials .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. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in _(city or town).".A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license of permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Deparhnent's address, telephone-and fax number: The Commonwealth of Massachusetts Department of ladustri'al Accidents Office of Investigations, 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-12777749 Revised 11-22-06 www.mass.gov/dia `t 'PERMIT PAYMENT RECEIPT .JCWN OF BARNSTABL.E BUILDING DEPARTMENT 200 MAIN STREET HYANNIS MA 02601 DATE: 07/16/09 TIME: 11 :55 ------------------TOTALS-.-,,--- PERMIT $ PAID 50.00 AMT TENDERED: 50.00 AMT APPLIED: 50.00 CHANGE: .00 APPLICATION NUMBER: 200806098 PAYMENT METH: CASH "MENT REF: ,�e�- ��6� �� . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 157Z Parcel 0243 App tion # Health Division Date Issued -1 Z Conservation Division Application Fee ' Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis RJ Project Street Address 1s �9 A� /''I -r).S �• Village A0AA1.44Gtk4_ Owner Pn,�i D G P��I%S Address IS9 At- IOA4 1s Telephone S0 8 3167 35 73 Permit Request %0 &4&11 a_ SO&A AD-f I. &LA " �A o� S UA San fh Rodi—e EC, In, s �d � 518A srilah- _P Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay ,/ Project Valuation 7 Ze Construction Type &Inh- 40T Oa,4-/t, &Is-fex Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family W"^ Two Family ❑ Multi-Family(# units) n Age of Existing Structure ?S Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes 0 No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area�(�q.ft) Number of Baths: Full: existing new Half: existing ,I -new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas 4/0II ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes. ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: r9 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) Named �� -, PM J I o��z 1 Q_ , Telephone Number so Address/ 7 %�f 1 See agar " A4 S/2 A License# C S - 005813 SO-nJOi d a 5 Home Improvement Contractor# 1 ( (o 1-51 /021 Worker's Compensation #IJC Z' S I S- 3785 T ry ALL CONSTRUCTIO DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO A/0 he" SIGNATURE DATE eL / l a FOR OFFICIAL USE ONLY 'APPLICATION# S - DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: � f FOUNDATION FRAME INSULATION - FIREPLACE j ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH ,, FINAL t FINAL BUILDING z DATE CLOSED OUT ASSOCIATION PLAN NO.. S L _ I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ri 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LeLribly Name (Business/Organization/Indivi dual): ' Address: J Qn SN�DQ.84 6A'l hA_- S�(Tk ,�-• City/State/Zip: QlS1o3 Phone #: Sob - $ 33- qSQ O Are you an employer? Check the appropriate box: Type of project(required): 1.I� 1 am a employer with a 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor me in an capacity. employees and have workers' y p �'• 9. ❑ Building addition [No workers' comp.insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LEJ Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.( ] Other comp. insurance required.] L / 5 *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 thepolicy and job site information.. Insurance Company Name: ta� Policy#or Self-ins.Lic.#: ►�C,2 - S 3 7 8 S � -0/1 Expiration Date: 5 /3 Job Site Address: I5 7 /Al pIQAnS 1.J•]S0,4M,,,b 4&4&City/State/Zip: � �2.&(o(j Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as 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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce der the ains penalties of perjury that the information provided above is true and correct. Si afore: Date: Phone#: 5 0 8 - 8 3 6,D Q 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#: ' r , Information and Instructions . Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons.to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"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 chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships (LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit 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 w be returned to the city or ton that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials 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. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 4-24-07 www.mass.gav/dia / FDATE'M M/DD/YYYY) ACORU® CERTIFICATE OF LIABILITY INSURANCE 07/31/2012 PRODUCER (781) 344-8578 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION C.L. Hollis Insurance Agency Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 27 Glen Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Stoughton MA 02072- INSURERS AFFORDING COVERAGE NAIC# INSURED BLUE SELENIUM SOLAR, INC. INSURER A:HANOVER INSURANCE GROUP 17 JAN SEBASTIAN DR STE 12 INSURER B:LIBERTY MUTUAL INSURER C: INSURER D: SANDWIC MA 02563- 1 INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. r DD'L POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS SR TYPE O INSURANCE D TE MMID DATE MMIDD GENERAL LIABILITY DHN9478699 03/09/2012 03/09/2013 EACH OCCURRENCE $ 11000,000 DAMAGE TO X COMMERCIAL GENERAL LIABILITY / / / / PREMISES EaENTED occurrence $ 110001000 CLAIMS MADE I-X-1 OCCUR / / / / MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: / / / / PRODUCTS-COMP/OP AGG $ 2,000,000 X1 POLICY PRO LOC AUTOMOBILE LIABILITY / / / / COMBINED SINGLE LIMIT $ ANY AUTO / / / / (Ea accident) ALL OWNED AUTOS / / / / BODILY INJURY $ SCHEDULED AUTOS / / / / (Per person) HIRED AUTOS / / / / BODILY INJURY $ (Per accident) NON-OWNED AUTOS / / / / I' PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY / / / / AUTO ONLY-EA ACCIDENT $ ANY AUTO / / / / OTHER THAN EA ACC $ / AUTO ONLY: AGG $ A EXCESS/UMBRELLA LIABILITY OHN9478699 03/09/2012 03/09/2013 EACH OCCURRENCE $ 1,000,000 X OCCUR CLAIMS MADE / / / / AGGREGATE $ 1,000,000 DEDUCTIBLE / / / / $ X RETENTION $ 0 $ B WORKERS COMPENSATION C2-31S-378547-012 06/15/2012 06/15/2013 X WCSTATU- OTH- AND EMPLOYERS'LIABILITY Y/N IMITER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? Ya (Mandatory in NH) / / / / E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under SPECIAL PROVISIONS below / / / / E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS it CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL PHIL & SANDY ELLIS IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 159 THE PLAINS RD REPRESENTATIVES. AUTHORIZED REPRESENTATIVE W. BARNSTA33LE MA 02668- ACORD 25(2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025(200901) The ACORD name and logo are registered marks of ACORD 3 �}t Massachusetts-Department of Public Safety Board of Building Regulations and Standards (fun:�tr-uueiun�Supum�isur License:CS-005813 WELLIAM M S[31CL][VAN �. PO BOX 63M NO EAST v i � Expiration Commissioner 01/03/2014 I ' %foo-MCnsumer Affairs CWBusinedgulation I 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improveroi-n ,Eontractor Registration Registration: 166151 1 Type: Supplement Card Expiration: 4/29/2014 BLUE SELENIUM SOLAR LLC 1�1 � :I * j WILLIAM SULLIVAN 17 JAN SEBASTIAN DRIVE SUITEl""1,2 SANDWICH, MA 02563 ' r= Update Address and return card.Mark reason for change. sCA 1 0 20M-W11 Address Renewal ❑ Employment ❑ Lost Card Cl-yl/ze�pomvnwaeruea�o�G�/�aaaucl cmetb .. ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: `S;,N Office of Consumer Affairs and Business Regulation egistratio� _6615}._., Type, 10 Park Plaza-Suite 5170 � =_ Expiratioi�Y r1r =4129 2044,71 Supplement.::ard Boston,MA 02116 BLUE SELENIUM WILLIAM SULLIVAN.' 47 17 JAN SEBASTIAN DRrESIJITE -->6�— §ANOWICH,MA 02563 Undersecretary Not valid without signature i P �r Aug 03 12 11,:22a Phil 508-771-2671 P.1 Town of Barnstable Regulatory Services sAaxsrAat.r. ' Thomns F.Geiler,Director � W. 6 9. e`� Building Division RFD M� Tom Perry,Building Commissioner 200 Blain Streat,Hyannis,NL4 02601 «.i-iv.to% n.barnstabie.ma.us Office: 509-862-4035 Fax: .508-790-6230 property Owner Must Complete and Sign This Section If Using A Builder as owner of the subject property hereby authorizelu� g��e�irlw► ��. +�.�► to act on my behalf, in all matters relative to work authorized bythis building permit application for. & (Address of Job) 3 i�- Signature er Date A-s Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FO RM S:OtV V FRPF.R:'-t tS S I0N 1 . Blue Selenium Solar, Inc° Go Green with Blue"" August 3, 2012 Town of Barnstable- Building Division 200 Main St. Hyannis, MA 02601 Building Commissioner-Tom Perry Ph: 508-862-4038 Fax: 508-790-6230 Dear Mr. Perry Attached is support documentation as a part of Blue Selenium Solar, LLC applying for a building permit to install 2 solar hot water panels at the residence of Phil &Sandy Ellis, 159 The Plains Rd.,W. Barnstable, MA 02668. On the following page is a table of the contents of the attached literature. Hopefully,we have included all that you require. Please call me at 774-368-0019, if additional information is required. Thank you. Sincerely, Michael Tanghe Blue Selenium Solar, LLC I 17 Jan Sebastian Drive,Suite 12 Tel: 508-833-9500 Sandwich, MA 02563 Fax: 508-888-2966 E-mail: info@bluesel.com www.bluesel.com Blue Selenium Solar, Inc° • Go Green with Blue " r y TABLE OF CONTENTS: Page 1 Town of Barnstable permit application Page 2 Property Owner Letter of Permission Page 3 Builder Construction License Page 4 Home Improvement Contractor Registration Page 5 Workers Compensation Insurance Affidavit Page 6,7 Certificate of Liability Insurance Page 8,9 Assessment Record & Map Serve Page 10 Google Map, 159 The Plains Rd.,W. Barnstable roof that the solar array will be mounted Page 11 Layout drawings of solar array on roof Page 12 Solar Mount Flashing, mfr:TRA-MAGE Page 13 Solar Mount L Base, mfr:TRA-MAGE Page 14 SunEarth Racking- Solar Strut Engineering Data: 15/8" solar strut Page 15-18 Screws-roof attachment, mfr:Simpson, model:SDS25412 (1/4"x 4-1/2" long) Note: 2 screws used per bracket Page 19, 20 Solar panel manufacture's literature/brochure, Mfr:SunEarth Empire Series 17 Jan Sebastian Drive,Suite 12 Tel: 508-833-9500 Sandwich, MA 02563 Fax: 508-888-2966 E-mail: info@bluesel.com www.bluesel.com i-."The Gkir Road,OWn•a.. C maps.goo*.com Goole maps 159 The Plains Road.Barnstable.MA 02668 Y A Tragic Photos Weather — Webcams J Labels ✓159 The Plains... • 159 The Plains R... • 159 The Plains R • • Phil Ellis & Sandy— Interested in both SHW and PV. House azimuth = 156 deg, dormer pitch=31 deg(7/12), other= 50 deg(14/12). Garage azimuth = 211 deg, pitch = 31 deg (7/12)? l Amp PlainsPhil & Sandy Ellis 159 The , W. • ♦ 02663 CD Aerial •' Showing Layout of 2 Solar Hot Water Panels 'ate AK TRA-MACE® - ROOF ACCESSORY SYSTEMS TEGRA SOLAR MOUNTING SYSTEMS PAGE I OF I STANDARD SOLAR MOUNT FLASHING 4.00 1.69 VARIES' 5.00 rn of Length depends on roofing material type and exposure. Flashing must be installed in accordance with standard local and national building codes. TECHNICAL SPECIFICATIONS Material 3003 H14 Aluminum:0.040"(ASTM B209) Finishes Mill finish Companion Parts All TRA-MAGE SunFIXINGS Standard Solar Mounts(77000500,77000502-503,77000505) Warranty 10 Years(See warranty documentation for conditions) TRA-MAGE, INC. 1657 SOUTH 580 EAST,AMERICAN FORK, UT, 84003 OTRA-MAGE,Inc.,2010 PH: (800)606-8980 1 sun.tra-mage.com 13 Ak TR.A-MADE® • ROOF ACCESSORY SYSTEMS TEGRA SOLAR MOUNTING SYSTEMS o si �f N 3.50" 1.57" 1.50" 0.88" .3 " O TECHNICAL SPECIFICATIONS Material 6063 T66 Aluminium Finishes Mill finish Allowable Load(Ibs) Uplift:400 Downforce:400 Shear:180 Companion Parts Simpson SIDS 1/4"Fastener,L=3.5",4.5",6"(SDS25312-SS,SDS25412,SDS25600) Standard Roof Mount Flashing(77000501) Socket Head Cap Screw M8 x VAR(15100018,19,20,21,22,23,38,58) Clamping Plate(72201701) Clamping Plate Adjustable(74022601) Compatible Mounting Rails All TRA-MAGE SunFIXINGS rails(22x65,40x40,4040)as well as other major brands Warranty 10 Years(See warranty documentation for conditions) TRA-MAGE, INC. 1657 SOUTH 580 EAST,AMERICAN FORK, UT, 84003 ®TRA-MAGE,Inc.,2010 PH: (800)606-8980 1 sun.tra-mage.com SUNEARTH SOLAR STRUT ENGINEERING DATA PROPERTIES OF Part Number Designation SECTIONS I=Moment of Inertia 10070-###_###-XX E=Young's Modulus oy=Yield Stress U=Dear M+odited c=Distance to Centroid 8A=81act nnodired MF=Mill finish L=Strut Length Length in Inches P=Load Strut Sire 2.1/2-•250 1•5/8" 158 F ) c(in.) Solar Strut Si E(psi) a,,(psi) Iy(in4) Material Bronze Finish Clear Finish 1.447 2-1/2" 10007604 25000 0.408 AA6063-T6 minimum.1mils minimum.1mils 0.955 1-5/8" 10007604 25000 0.287 AA 6063-T6 minimum.lmils minimum.lmils 2-i/2"Solar Strut Beam Maximum Uniform Load at Maximum Fixed Cantilever Maximum Span(in.) Uniform Deflection=L/240 Column Load Distance(in.) Cantilever Uniform "- Load(lbf) (Ibf) (Ibf) Load(Ibf) ( y I 1• 24 2398 2315 17862 20 719 1 2.50 36 1598 1028 7939 25 575 1 48 1197 577 4466 30 478 x— 60 957 367 2858 35 409 1 057 r 72 796 254 1985 40 358 ss9 -- 84 681 185 1458 45 318 If 96 595 140 1116 50 285 WL=0.97lbs/ft 108 527 109 882 55 259 Area=0.81 in2 120 474 86 714 60 237 Beam Maximum Uniform Load at Maximum Fixed Cantilever Maximum Span(in.) Uniform Deflection=L/240 Column Load Distance(in.) Cantilever Uniform -1.22 Load(lbf) (Ibf) (Ibf) Load(Ibf) I 86 IY 24 1273 811 6259 20 381 I I 36 848 359 2782 25 304 1.625 48 635 201 1565 30 253 .63 60 507 127 1001 35 216 i —1 11 -.859--!Y 72 422 87 695 40 188 84 361 63 511 45 167 WL=0.75 Ibs/ft 96 315 47 391 50 149 Area=0.64 in2 108 279 36 309 55 135 120 250 28 250 60 123 'Values listed In the tables above are subjected to a Factor of Safty of 1.5 July,2012 Rev.F 3/18/2011 SIDS&SD Wood Screws 15 i www.strongtie.com SDS & SD Wood Screws The Simpson Strong-Tie®Strong-Drive® screw(SDS) is a 1/4" diameter structural wood screw ideal for various connector installations as well as wood-to-wood applications. It installs with no predrilling and has been extensively tested in various applications. The new SDS is improved with a patented easy driving 4CUTTm tip and c a corrosion resistant double-barrier coating. s The SD8#8x1 1/4" wafer head screw is ideal for miscellaneous fastening applications. The needle point ensures fast starts and deep#2 Phillips drive reduces cam-out and stripping. Load Tables Gallery of images Also See: Code Reports Draw ings • Strong-Drive(g)SD Structural-Connector Screw Catalog Page . SDW Strong-Drive®Structural Wood Screw Related Categories • Titen® Concrete and Masonry Screw Technical Bulletins Fliers SDS Features: Featured Literature Help for dow nloads . The patented 4CUT tip has a square core and serrated threads to reduce installation torque and make driving easier with no predrilling and minimal wood splitting. . A double-barrier coating finish provides corrosion resistance equivalent to hot-dip galvanization. Now one screw can handle interior, exterior and certain pressure-treated wood applications. See Corrosion Information. . 3/8" hex washer head is stamped with the No-Equal sign and fastener length for easy indentification after installation. Suitable for ledgers: The SDS is suitable for installing ledgers to meet the requirements of the building codes. Please contact Simpson Strong-Tie for spacing and other information. Material: Heat-treated carbon steel; Type-316 stainless steel STAINLESS STD:The SDS Strong-Drive 1/4"wood screw line has expanded to a N include stainless-steel SDS screws in 1 1/2"to 3 1/2"lengths,suitable for fastening y„ Simpson Strong-Tie stainless-steel products.Offering the same easy-driving,split- p reducing installation of the standard SDS screw,these screws are made from type 316 - n stainless steel.The new stainless-steel SDS screws are appropriate for higher- exposure environments where maximum corrosion-resistance is required. d Finish: 7- SDS - New double-barrier coating. SIDS screws may also be available yellow zinc dichromate or HDG (Not all sizes are available in all coatings -Contact Simpson Strong-Tie for product availability and ordering information). SD8x1.25- Electro Galvanized. I WARNING:Industry studies show that hardened fasteners can experience performance i problems in wet or corrosive environments.Accordingly,the SD8 should be used in dry, interior,and noncorrosive environments only. Installation: Strong-Drive Screw Installation for LVL, PSL and LSL Multi-Ply Wood Trusses Applications: Two-Ply 4X2 Floor Trusses Multi-Ply Wood Trusses Applications: Girder Trusses strongtie.com/products/.../screws.asp 1/4 3/18/2011 SDS&SD Wood Screws Also see,Simpson Strong-Tie Connector Selector®software. Gallery: &top roll over images below to see larger image ' S3 16 t I. SDS1/4"xY Identification The 4CLfTtip SD8x1.25 US Patents on all SDS reduces (Not for 6,109,850; screw heads installation structural 5,897,280; (SDS1/4"xY torque and applications- `� 7,101,133 show n) makes driving see note 8) easier. SDS 1/4"x8"Screw The SDS is suitable for installing ledgers and meets the requirements of the building codes.Please contact Simpson Strong-Tie for spacing and other information. Load Table: See code report listings below .top - These products are available w ith additional corrosion protection.Additional products on this page may also be available w ith this option,check w ith Simpson Strong-Tie for details. SDS and SD Wood Screws Of/SP Allowable loads` SPF/HF Allowable Loads' Model Thread fasteners Shear(100)' Withdrawal' Shear(100) withdrawal' Size Size Model Length per Wood Side Plate' Steel Side Plate (100) Wood Side Plate3i Steel Side Plate (100) (in.) Carton° 1%* g 14 gga 8 10 ga or Wood or Steel 1'i." 14 gga& 10 ga or Wood or Steel 1!�' 16 a 114" 16 a SCL 12 a Greater Side Plate SPF LVL 12 a Greater Side Plate Ian:x I,A j SD8xl.25°I — 1 — — 1 - 1 50 ! 50 1 50 1 — — — { 45 45 1 45 — Rj'/.x V,61 SOS25112 J 1 1500 — —�2501 250 1 250 ( 170 — — 180 180 180 120 �� Y.x 2 ISDS252, i300 12501. 290 1 290 215 — — 180 210 L 2i0 150 '/.x 2'/k SDS25212 j 1'k 1 1100 190 — 250. 390 420 255 135 — 180 280 300 180 + /.x 3 SDS253001 2 1 950 280 — 250 420 420 345 200 — 180 300 f 300 240 Bj'/i .x j SDS25312 2'i 1 900 340 340 250 420 420 385 245 1 245 180 300 300 270 ~ � %x 4 h SDS25412 21: 1 800 350 340 2501 420 1 420 ( 475 25 300 300 330 x 5` SOS25500 2% 500 350 3 00 250 1 420 1 420 ) 475 250 245 180 300 300 I 330 no! 340 12$0 4 250 245 180 00 300 395 '�x 8 SOS25800 V 400 35t1 344 250 42t1 a20_ 560 250 245 180 3300 300 395 Stainless-Steel SDS Wood Screws strongtie.com/products/.../screws.asp 2/4 3/18/2011 SDS&SD Wood Screws 1 -7 l OF/SP Allowable Loads' SPF/HF Allowable Load's' Size Model Thread Fasteners ShearI100) Withdrawal' Shear(100) Withdrawal' Size Model Length per Wood Side Plate Steel Side Plate (100) Wood Side Plate Steel Side Plate (/00) (In.) Carton' 14 ga 3 JID ga or Wood at Steel IV." 16 ga 3 10 ga or wood or Steel 1 � SCL 16 ga 12 ga Greater Side Plates IA-- SCl 16 ga 12 ga Greater Side Plates '/I x 11h SDS25112SS 1 1500 250 1 21 250 170 ) 180 180 1 ISO 120 '/.x 2 SD525200_SS t%. 1300 — — 250 290 290 215 — — 180 210 210 �150 14 x 2'/r SDS25212SS t h 1100 190 — 250 390 420 255 135 — 180 280 ) 300 180 v.x3 SDS2530oSS 2 950 280 — 250 420 a20 345 200 — 1S0 300 i 300 240 x 3'% SOS25312SS 2% 900 340 ) 340 1 250 420 ' 420 385 245 245 180 300 300 210 1. Screw s may be provided w ith the 4CUT or Type 17 tip. 2. SDS screw s install best w ith a low speed 1/2"drill w ith a 3/8"hex head driver. 3. All applications are based on full penetration into the main member. 4. Allow able loads are show n at the w ood load duration factor of CD=1.00.Loads may be increased for load duration by the building code up to a CD=1.60. 5. Withdraw al loads show n are in pounds(lbs.)and are based on the entire threaded section installed into the main member.ff thread penetration into the main member is less than the Thread Length as show n in the table,reduce allow able load by 172 lbs.x inches of thread not in main member. Use 121 Ibs.finch for SPF. 6. Fasteners per Carton represent the quantity of screw s w hich are available in bulk packaging.Screw s are also available in mini bulk and retail packs.Refer to pricing information. 7. LSL w ood-to-w ood applications that require 4 1/2",5",6"or 8"SDS screw s are limited to interior-dry use only. 8. SD8x1.25 requires 3/4"minimum penetration.DO NOT USE SD8x1.25 wood screws w ith structural connectors unless specified and stated in this catalog. Code Reports(PDFs): .next .top LEGACY REPORTS IAPMO ES ICC-ES ESR I CITY OF LOS A14GELES t STATE OF FLORIDA ICC-ES NH2 ICC-ES t32 [CC-ES ES ER SD8x1.25 No code listing: Please contact usfor test data. SDS - See specific model numbers for code listings SDS25112 � y— ----- M+ESR-2236 �_ - � RR25711-- -- i---- FL9589-- •-� -- - j - __-A-_-,-A --_ - SDS25134 ESR 2236 RR25711 FL9589 --- 4--- — SDS25200 -ESR-2236 i RR25711 FL9589 SDS25212 + ESR-2236 I RR25711 i FL9589 SDS25300 i ' _� _ .--� ESR-2236 -�~ -. RR25711 FL9589 - - � • - - _ _..__ _ _: SDS26312 ESR 2236 RM5711 FL9589 SDS26412 ESR 2236- RR25711 FL9589 S D 2 _ ,... ._ ESR-2236 RR25711 -� ._ �._.. -— --- -- - .- -- --- t•-- --•- - - -- - , S 5600 FL9589 $DS25800 V- - _ 1 ESR-2236 �— RR25711 -• - -- FL9589 __ •- -• --� '- ----_ .._. _ l Drawings: To download drawings,right-click or Ctrl-click on the link,then choose"Save Target As..." vnext Atop Download the Simpson Strong-TieTm AutoCadO Menu,which allows you to insert Ortho views directly into your AutoCAD drawing. ORTHOGRAPHIC PERSPECTIVE SD8X1/4: DWG I DXF $D8X1.25 SD8X1/4 front view:DWG I DXF 1 None for this model SD8X1/4 top view:DWG I DXF SDS Screw View 1: DWG I DXF SDS Screw View 2: DWG I DXF i SDS ! None for this model 'SDS Screw View 3: DWG I DXF I I SDS Screw View 4:DWG I DXF strongtie.com/products/.../screws.asp 3/4 3/18/2011 SDS&SD Wood Screws SDS Screw View 5:DWG I DXF SDS25112 None for this model None for this model SDS25134 None for this model None for this model SDS25200 None for this model None for this model SDS26212 None for this model _ y None for this model r SDS26300 None for this model None for this model SDS25312 None for this model None for this model SDS25412 None for this model - _ - -None for this model SDS25600 , None for this model None for this model SDS25800 None for this model None for this model Catalog Pages(PDFs): .top C-2011 (Wood Construction Connectors), page 28 Order free catalogs by mail Related Categories: .top Specialized Fasteners (Wood Construction) Fasteners &Adhesives for Home Products (DIY) Technical Bulletins(PDFs): .tap # Strong-Tie Screw Applications, Limit States Design, for Canada only Fliers(PDFs): .tap Strong-Drive®Screws Deck Framing Connection Guide You can order this flier by mail. Strong-Drive®SDS Screw for Deck Ledgers Featured Literature: .top Deck Framing Connection Guide Need help with downloads? .top Printed March 18,2011 fromhttp:/twww.strongtie.corrvproducts/connectors/screws.asp ©2011 Simpson Strong-Tie® strongtie.com/products/.../screws.asp 4/4 vi THE EMPIRE SERIES GLAZED FLAT PLATE SOLAR COLLECTORS U01HRIHmi. Models EC and EP SPECIFICATION SHEET THE STANDARD IN SOLAR WATER HEATING TECHNOLOGY Stainless Steel Fasteners Riveted Corners Low Iron Tempered Glass Low-Binder Fiberglass Insulation Rigid Foam Insulation ' Secondary Silicone �+. Glazing Seal • Black Chrome or Moderately Selective Black Paint Absorber Coating `y'� r iv C> • Copper Absorber Plate ► = R ti 1 Integral v7 Moun ing O • Type M Copper Riser Q Channnbi 1 -n Tubes and Manifolds Extruded Anodized Aluminum Casing and f' • EPDM Grommets Capstrip r" r� rn Vent Plugs Primary EPDM Glazing Seah • 15% Silver Brazed Joint Painted Aluminum Backsheet PROTECTING OUR ENVIRONMENT-SINCE 1978 UNflNTN I�[. EMPIRE SERIES SPEORATIONS a' a a cal c_4 6�? a�Oa r� co,r4? vQ r47 h `` Q� ��'�• � ro c Co �.g,c � co ;�'ac� z 2 a;'.c v:'a;' J. o v_` E 40 76 3 1/4 21.12 18.70 70 0.72 0.54 0.003 12 160 433/8 1 71.25 36 1/8 98 1/4 3 1/4 24.61 21.88 80 0.78 0.62 0.005 12 160 393/4 1 93S/8 48 1/8 98 1/4 3 1/4 32.79 29.81 106 1.00 0.83 0.006 12 160 51 3/8 1 935/8 48 I/8 98 1/4 3 1/4 32.79 29.81 IIS 1.41 0.83 0.004 25 160 51 3/8 1 1/2 935/8 48 1/8 122 1/4 3 1/4 40.81 37.33 141 1.20 1.04 0.009 12 160 51 3/8 1 1 15 5/8 EC/EP40-1.5 48 1/8 122 1/4 3 1/4 40.81 37.33 I50 1.61 1.04 0.006 25 160 51 3/8 1 1/2 115 5/8 MODEL EC THERMAL PERFORMANCE RATINGS* MODEL EP IP Units IP Units BTU -Da BTU/ft2 Da Category CLEAR MILDLY CLOUDY Category CLEAR MILDLY CLOUDY (Ti-Ta) DAY CLOUDY DAY DAY fFFTaI DAY CLOUDY DAY DAY Ti=inlet nuid temp 2000 1500 1000 In=inlet fluid temp 2000 1500 1000 Ta=ambierrt air t_P BTU/ft-Day BTU/ft2-Day BTU/ft'Day Ta=ambient air temp BTU/ft'Day BTU/ftz'Day BTU/0-Day A(-9-F) 1,360 1,020 690 A-9-F 1,290 965 645 Bi9°F) 1,250 910 580 B 9°F 1,210 890 570 C136°F) 1,070 745 420 C36-F 1,035 720 410 D(90°F) 700 400 120 D 90°F 600 315 70 Ell44°F) 330 95 E 144°F 150 - - /,Pool Heating(Warm Climate) B-Pool Heating C-Water Heating(Warm Climate) D-Water Heating(Cool Climate) E Air Conditioning/Industrial Process Heat. Thermal performance is obtained by multiplying the collector output for the appropriate application and insolation level by the total gross collector area. *Collector ratings are derived from the Solar Rating&Certification Corp(SRCC)Document RM-I and Standard 0&100. ENGINEERING SPECIFICATIONS (Performance specifications subject to testing error of+/-3%) The following shall be the specifications for the solar collectors.Collectors shall be thermal isolation of the foam from the absorber plate.Total thermal resis- SunEarth Empire model and shall be of the glazed liquid flat plate type. tance shall be a minimum of R-12.The sides and ends of the collector shall Collectors shall be tested in conformance with ASHRAE 93-2003 and Solar Rating be insulated with a minimum of 1 inch foil-faced polyisocyanurate foam and Certification Corporation (SRCC)Standard 100-05, and have their thermal sheathing board. performance rated according to SRCC Document RM-1.The collectors shall be ABSORBER PLATE AND PIPING certfied by the SRCC and the Florida Solar Energy Center(FSEC),and listed by the The absorber shall consist of a roll-formed copper plate of no less than.008 International Association of Plumbing and Mechanical Officials(WPMO). inch thickness. Risers shall be a minimum of 112 inch O.D.Type M copper GENERAL tubing on no more than 4 112 inch centers continuously soldered to the The dimensions of the collector shall be inches in length, plate utilizing a non-corrosive solder paste with a melting point of 460OF. inches in width and 3 1/4 inches in depth.The collector casing The risers shall be brazed to 1 1/8"O.D.Type M copper manifolds 11 5/8" shall be an anodized aluminum extrusion(alloy 6063 T51, minimum thick- O.D. on models EC/EP-32-1.5 and EC/EP-40-1.5) utilizing a copper phos- ness .060 inch, with an architectural dark bronze finish. The casing shall phorous brazing alloy with no less than 15 percent silver content,and con- have notched framewalls for ease of plate removal and reinstallation.Sheet forming to the American Welding Society's BCuP-5 classification. EPDM metal screwed fasteners shall be stainless steel (18-8#10).The backsheet shall be painted textured aluminum not less than.014 inch thickness.A 1 grommets shall isolate the manifold from the aluminum casing. The inch vent plug shall be installed in each of the four corners of the backsheet absorber plate shall be designed for 160 psig maximum operating pressure. to minimize condensation.An integral mounting channel shall allow the ABSORBER COATING AND PERFORMANCE CURVE solar collector to be mounted without penetration of the extruded alu- N Black Chrome(EC Series):The absorber coating shall be black chrome on minum casing. nickel with a minimum absorptivity of 95 percent and a maximum emissivity GLAZING of 12 percent.The instantaneous efficiency of the collector shall be a minim The collector glazing shall be one sheet of low iron tempered glass,with mum Y-intercept of 0.735 and a slope of no less than-0.730 BTU/ft1•hr0F. a minimum of 1/8 inch thickness (5/32 inch on EC/EP 40), and a mini- B)Moderately Selective Black Paint(EP Series):The absorber coating shall be mum transmissiviry of 91 percent(89 on EC/EP 40).The glazing shall be a moderately-selective black paint with a minimum absorptivity of 94 per- thermally isolated from the casing by a continuous EPDM gasket. There cent and a maximum emissivity of 56 percent.The instantaneous efficiency shall be a continuous secondary silicone seal between the glass and cas- of the collector shall have a minimum Y-intercept t of 0.726 and a sloe of ing capstrip to minimize moisture from entering the casing. p p no less than-0.910 BTU/ftZ hF°F INSULATION The insulation shall be foil-faced polyisocyanurate foam sheathing board of Note:Please refer to the SRCC website at www.solar-rating.org for the a minimum 1 inch thickness,siliconed in place to the aluminum backsheet, actual y-intercept and slope for each collector covered by low-binder fiberglass of a minimum I inch thickness,providing Due to SunEorth's policy of continuous product improvement, specifications are subject to change without notice. MANUFACTURED BY- AVARABLE FROM.• . SUflEflflTN��. �,�� 8425 Almeria Ave. Fontana,CA 92335 m(n 1909)434-3100 • Fox(909)434.3101 Z d C) www.SUneaAinc.com RECYCLED PAPER-SOY BASED INK, e O tp Aug. 15. 2012 12 : 30 PM Blue Selenium Solar, LLC 5088339500 PAGE. 1 I Blue Selenium Solar, I-I-c TOWN OF BARNSTABLE ' Go Green With Blue" 2012 AUG 15 F11 12: 117 Fax Transmittal DIVISION From: Michael Tanghe Compan Blue Selenium Solar, LLC Date: 8-15-012 Pages: q (including cover page) ATTENTI N: Bob McKechnie COMPANY: Town of Barnstable Building Department FAX#: 508-790-6230 Hi Bob, Per our I ihone conversation regarding the building permit for Phil and Sandy Ellis, located at 159 the Plains Road, W. Barnstable, MA 02668. The atta hed documentation has been assembled to show that the method of attachment of the SHW pariels, the racking, screws, and the panels meet (and actually exceed)the loading the would be created by 110 mph wind. In addition to the documentation in this package, please refer to the Simpson attachment screw docume tation that was submitted in with the building permit. If you have any questions please contact me at 508-833-9500 office, or cell#774-368-0019. Thank you. Sincerely, Michael anghe Additional Offices: Main Office Newburyport,MA (978)462-7475 www.BlueSel.com 17 Jan Sebas ian Drive,Suite 12 Stratham,NH (603)867-5548 info@BlueSel.com Sandwich,M 4 02563 Winchester,MA (617)842-7687 (508)833-9500 Printed on Paper made with fiber from a certified sourcing system that helps insure responsible forest management. Aug. 15. 2012 12 : 31 PM Blue Selenium Solar, LLC 5088339500 PAGE. 2 t Blue Selenium Solar, I-I-c 2 Go Green With Blue WIND LOAD CALCULATION FOR EC-32 PANEL Document: SunEarth spec sheet(5 pages) Page 1 of the document • The model to be installed is the Sun Earth EC-32 which has an uplift force limitation of 60 ounds per square foot (PSF) • from Table 1, Model Length Width Design Uplift (PSF) EC-32 98.2 IN 48.2 IN 60 Page 4 c f the document • 1 he wind speed in consideration is 110 mph • 1 he area of the panel is 32 square feet • Exposure category is B (Explanation on categories is at the top of the page 4) • Assuming worst case as zone 3 (Explanation of zones on page 5) • From Table 5 ALLOWABLE WIND SPEED(MPH) UPLIFT LOAD 32 FT' (PSF) EXPOSURE B Zone 1 Zone 2 Zone 3 110 10.0 15.7 25.5 Therefo a the maximum allowable uplift load on the system (60 PSF) is greater than two times the actual u flift load to be experienced by the system (25.5 PSF), considering the worst case zone. Given the Sam categories, the system can handle wind speeds up to 160 MPH. Main Office Additional Offices: Newburyport,MA (978)462-7475 www.BlueSel.com 17 Jan Sebas tian Drive,Suite 12 5tratharn,NH (603)867-5548 info@BlueSel.com Sandwich,IV A 02563 Winchester,MA (617)842-7687 (508)833-9500 Printed an pacer made with fiber from a certified sourcing system that helps insure responsible forest management. Aug. 15. 2012 12 : 31 PM Blue Selenium Solar, LLC 5088339500 PAGE. 3 Blue Selenium Solar, LLC -3 'Go Green With Blue t WIND LOAD CALCULATION FOR WOOD SCREWS Document: Simpson/Strong-Tie SDS &SD Wood Screws (4 pages) Actual withdrawal force calculation • Each panel has 6 brackets securing the panel/rail to the rafters • Each bracket has 2 attachment wood screws • lotal withdrawal force on the six brackets is 25.5 PSF times 32 FT (Area of the panel) which is 16 LBS. • 1 herefore the withdrawal force on each bracket is 816 LBS divided by 6 which is 136 LBS. • 1 he withdrawal force on each attachment screw is further reduced by a factor of two to 68 BS. Page 2 c f the document • 1he model number of the attachment screw is SDS25412 • From the load table at the bottom of the page, the selected row for withdrawal force of the attachment screw in consideration is as follows; Size 1N) Model No. Thread Fasteners DF/SP Allowable SPF/HF Allowable Length (IN) per Carton Loads(LBS) Loads (LBS) Withdrawal (100) Withdrawal(100) Wood or Steel Wood or Steel Side Plate Side Plate x 4% SDS25412 2% 800 475 330 Therefoi a the attachment screws are rated for much higher withdrawal forces as compared to the actual w thdrawal forces to be experienced by the screws. Addittonal Offices: Main Office Newburyport,MA (978)462-7475 www.BlueSel.com 171an Sebastian Drive,Suite 12 Stratham,NH (603)867-5548 info@BlueSel.com Sandwich,IVA 02563 Winchester,MA (617)842-7687 (508)833-9500 • Printed an paper made with fiber from a certified sourcing system that helps Insure responsible forest management. ReP %aM t�fgRAal Wemialiaa REVISIONS, a..smwi:-zdm.LLC a vabim, INMI DATE JBYJ ECN r C Ln o ATTACHMENT POINTS I I I SOLAR HOT ti FOR RACKING INT❑ RAFTERS I. I I I WATER PANEL (L-FEET, SCREWS la= =l J I I I N AND FLASHING) I I I RAFTERS In N i I SOLAR HOT G' WATER PANEL la-1 - - I in K r RESIDENTIAL SOLAR I I —� I O HOT WATER INSTALLATION: Co 00 PHIL AND SANDY ELLIS I I I I I W 159 THE PLAINS ROAD W. BARNSTABLE, MA Ln PANEL AND MOUNTING INFORMATION O ROOF TILT: 14/12 PITCH (49 DEG) SOLAR PANELS- SUNEARTH MODEL EC-32 (2 PCS) 'L-BRACKET: TRA-MACE SOLAR MOUNT STANDARD 2X SIMPSON SDS 1/4' x 4-1/2' LONG PER L-BRACKET NOTES-- 4 FT. MAX SPACING BETVEEN -L-BRACKETS' ALL BRACKETS ARE SECURED TO ROOF RAFTERS BLUE SELENIUM.SOLAR; LLC FLASHING: TRA-MADE, ALUMINUM. USED AT EVERY 17 uw SE�E c5a)8�.950. Vv��Dv��o2w3 G) L-BRACKET ROB' ATTACHMENT 0 m DRAWN BY,NT I DATE: 08-14-12 ISCALE,N/A I SHEET, I 13F I I Bl WIb C NANE; DVG NUMBER-REV ELLIS - 159 PLAINS RD 00688-00 Ln �1 8 7 6 5 4 3 2 1 q REVISIONS ECR NO. REV DESCRIPTION cn SUNEARTH SOLAR COLLECTORS A INITIAL O TABLE 1 F-L D D MODEL LENGTH WIDTH DESIGN DESIGN DOWN F, UPLIFT(PSF) FORCE(PSF) N EP/EC/SB-40 122.2 IN. 48.2 IN. AQ PORTRAIT ORIENTATION EP/EC/SB-32 98.2 IN. 48.2 IN. 6 60 ^� N i EP/EC/SB-24 98.2 IN 48.2 IN. rd EP/EC/SB-21 76.2 IN. 40.2 IN. 60 60 DESIGN PRESSURE LISTED AS TESTED,UTILIZING THE METHOD OUTLINED IN ASTM E330-02 BY QUALITY AUDITING INSTITUTE)QAI LABORATORIES) w MAXIMUM DESIGN=TEST/1.5 G lD ) C PO/NT LOAD OF C En SUNEARTH SOLAR COLLECTORS (D TABLE 2 ��3Z . F POINTLOAD40W POINTLOAD32F7' PDLNTL0A024F1' POINTLOAD21 FT' 16"OR 24"ON CENTEFr TYP. F' DEAD LOAD+DOWN FORCEIPSf LB L8 LB lB DEAD LOAD 40.9 31.7 21.6 19.0 10 142.9 113.7 83.2 71.8 En 15 193.9 154.7 113.9 98.2 O LANDSCAPE ORIENTATION N 20 244.9 195.6 144.7 124.6 PI 25 295,9 236.6 175.4 151.0 F1 30 346.9 277.6 206.2 177.4 40 359.6 267J 230.2 B SO 4416 329.3 2810 B L-R 60 390.8 335.8 n POINT LOAD VALUES LISTED FOR COLLECTOR MOUNTED WITH FOUR(4) ATTACHMENTS Ln NOTE THAT EMBEDMENT OF LAG SCREW MLIST BE GREATER THAN 3 INCHES �''� 0 FOR WSTALIATIONS WHERE LOADING IS SHOWN AS SHADED.IN TABLE 2 - 00 THE DEIGN LOAD OF THE COLLECTOR 00 16"OP 24"ON CENTER TYP. W W I U1 O y wm OTHERWISESPECIHecr. NAME DALE ��'+ DWEMIONS ARE OT INCHES DRAWN ARC 11/10 SUNEARTH INC. O TOLERAN®: cHEaED TITLE: PRACDamALI A ANOIDAECMACHiO.5°FNO-1O ENO All. SUNEARTH SOLAR COLLECTOR A TWOPIACEDECIMAL 10°I THREE MACE DECKAL 0= MEGMPP. FLUSH MOUNT MERPRETCE RIC or. INSTALLATION REQUIREMENTS IWPDMI�AND COMNOFRMI TCUMAHCWO PER: COMMENTS: TW N RO AT CCKAPED W iH6 MATGR L DRAwDT dWSD1EPPort WSUNU SIZE DWG. NO. REV R WRCV o AASSAAWNWWffD I'FolE aHDH B SE-R-0006-A A w EN PEw4wN of w"RTN NC. EExi ASfi USED ON a PROHmTDa APPUCATCN DONOTSCMEDRAWWG SCALE:1:24 WEIGHT: SHEET 1 OF I'd 8 7 6 5 4 3 2 1 v ` L'y Ul 8 7 6 5 4 3 2 T L F--L CIl C-SSN MOUNTING N COLLECTOR ASSEMBLY COLLECTOR ASSEMBLYMOUNTING ASSEMBLY 0 I—T D D IV 6063 T-6 ANODIZED SOUR STRUT FILL VOID WITH ROOF 6063 T-6 ANODIZED i SEALANT SOUR STRUT STAINLESS STEEL HOSE CLAMP FLASHING N (OPTIONAW ' W SSI MOUNTING CLIP N SEE NOTE METAL SEAM COMPOSITE SHINGLE FLy ROOF DECKING DRIVE HANGER BOLT'�l/Y - INTO ROOF BEAM ROOF DECKING ROOF FRAMING TYP. �I DRILL 9/3Y PILOT HOLE ROOF FRAMING TYP. I--' METAL STANDING SEAM ROOF DETAIL 7S%OF HANGER BOLT EMBEDMENT C FOR 3/8'STAINLESS STEEL HANGER BOLT O C COLLECTOR HANGER BOLT ON COMPOSITE SHINGLE/WOOD SHINGLE DETAIL C En CSSN MOUNTING Q ASSEMBLY Fl 6063 T-6 ANODIZED (D SOLAR STRUT---,,,,,. COLLECTOR FIOD WITH ROOF CSSN MOUNTING .� LL V SEALANT ASSEMBLY FR• r. STANDOFF 6063 L6 ANODIZED STAINLESS STEEL HOSE CLAMP FLASHING SOUR STRUT (OPTIONAL) COMPOSITESHINGLE 0 QUICKMOUNT PV O FLASHING h' MINIMUM 2' IL INTO ROOF BEAM COMPOSRE SHINGLE F; SEE NOTE jr 3114 1 ROOF DECKING DRILL BOLT PB E HOLET V FD BOT ObCL �� 1 8 8 76560f UGBOIT EMBEOMEM FOR 5/16"STAINLESS STEEL AG BOLT ROOF FRAMING TYP. DRIVE HANGER BOLT INTO ROOF FRAMING TYP. ROOF FRAMING UNTIL BLOCK 5 TIGHT UT O f STANDOFF ON COMPOSITE SHINGLE/WOOD SHINGLE/FLAT TILE QUICKMOUNT ON COMPOSITE SHINGLE/WOOD SHINGLE/FLAT TILE CID DETAIL Do W NOTE: LJl S-5!CLIP TO BE INSTALLED PER MANUFACTURES'INSTRUCTIONS UMBSOIHFR'NISESPLCI D*. NAME DATE O QUICKMOUNT PV COMPOSITION MOUNT TO BE INSTALLED PER MANUFACTURES INSTRUCTIONS DIMENS3MARENNCRES DRAWN ARC IWO SLTNEARTH INC. TOLZRANCIM' cHECKFO TITLE: FRACIICNALi A LAG/HANGER BOLT CAPACITIES AND EMBEDMENT ARE SOURCED FROM THE ANGUTAR:ATACHtUBEND:1n ENGAPPR. SUNEARTH SOLAR COLLECTOR A AMERICAN WOOD COUNCIL,NDS 2005.FASTENERS MUST BE LOCATED IN TH MIDDLE TWOPLACEDECUML :Dn1 THIRD OF THE STRUCTURAL MEMBER.THREAD MUST BE EMBEDDED IN THE SIDE GRAIN THREEPucEDECDAAL:omS MFGAPVR, FLUSH MOUNT OF A RAFTER OR OTHER STRUCTURAL MEMBER INTEGRAL WITH THE BUILDING STRUCTURE w tvvRTxccoMEmC oA. INSTALLATION REQUIREMENTS IROIIIVIH'AYD fdYTRI[YTW TOIERANCNG PBI: COMM(3A5: ALL ATTACHMENTS SHALL HAVE A PILOT HOLE 75%OF FASTENER DIAMETER 75%OF SIZE DWG. NO. REV INSTALLED DEPTH DRAY NG6 MESMEPLOPfpTY aF SUYPAMm C.ANYReLoou . �� B SE-R-0006-A A N PART QO AEA WMDIE WRMOVIiNE NWATSY USEDON ALL ROOF PENETRATIONS SHALL BE SEALED AND FLASHED PER LOCAL REQUIREMENTS 'MINFERMuoNO"SUNeAR"°t A"UCARON DO NOT SCALEDRAN4IG _ 'WEIGHT: ` SHEEF20F5 b 8 7 6 5 4 3 2 1 D+ V • 01 r 8 7 6 5 4 3 2 I G I--L N O H D D N Sr s:nl r,LS Iti 'SI I A Ib c res w evrvn e_rn;cn ' I' l'c ia, 'I G.I IYAO,�i•' '"ltV-Iq ,1a J RjJ I�V I� r1i'11 I uu C C Tn FLUSH FOOT ON GRAVEL ROOF N DIETAI N• In ul >v 0.I•�>q KA;IL � r i liu+ll I 1 >SI 'GI +Rl:}D, ••v..:.,1 '.fYa 1 / a r. Rl.rf Do o-a�-.•r c I ri nil�ls a' iZra•N of rP•PI.IRE00 HANGER BOLT ON BARREL TILE ROOF HANGER BOLT ON FLAT TILE ROOF Lv DETAIL DETAIL tJl O NOTE: UNLESSOTNERWMVECHXX NAME DASE O DMENOONSAREIND400 DRAWN ARC 11/10 SUNEARTH INC. LAG/HANGER BOLT CAPACITIES AND EMBEDMENT ARE SOURCED FROM THE TOLERAOM: TITLE. AMERICAN WOOD COUNCIL,NDS 2005.FASTENERS MUST BE LOCATED IN TH MIDDLE NU cDowua A THIRD OF THE STRUCTURAL MEMBER.THREAD MUST BE EMBEDDED IN THE SIDE GRAIN ANOuuR:MAcm-osaEND s1D ENGAM SUNEARTH SOLAR COLLECTOR A OF A RAFTER OR OTHER STRUCTURAL MEMBER INTEGRAL WITH THE BUILDING STRUCTURE TT oREE ACEDEc�MAL ams MFG If PR. FLUSH MOUNT ALL ATTACHMENTS SHALL HAVE A PILOT HOLE 75%OF FASTENER DIAMETER 75%OF K`EePnDuowel Ow INSTALLATION REQUIREMENTS INSTALLED DEPTH RroramrtANDroNRnamAL IOMAMMPM commars: Me NIokmA'i GOrRAREDdIM6 Awr[nu SIZE DWG. NO. REV SW ALL ROOF PENETRATIONS SHALL BE SEALED AND FLASHED PER LOCAL REQUIREMENTS w�EA�RMR6.RTM.E+NNYemw wm B Q NPARTORMAWNDLEWD11DUfME ,�Y usEDON w" SE-R-0006-A , ` WRMIN RERM ESIDN orRIRFAR}N NG o PRoNORED. AYFUCA DN DO NDTSGLE 0RAWND SCALE:1:32 WEIGHT: SHEET 3OF5 ro 8 7 6 S 4 3 2 1 ,� 8 7 6 5 4 3 2 I LIP F-` GARtf ROOF I � o N O p ZONE p N ZONE 1 SOLAR COLLECTOR F, a N O ROOF PITCH W 5ZONE MEAN ROOF HEIGHT HORIZONTAL(MRH) DISTANCE° (LHD)2 J O c ° c Tn (D F, SOLAR COLLECTOR(S)TO BE INSTALLED IN AREA 1 OF ROOF.EDGES AND CORNERS(AREA 2 R3) HIP ROOF 70 < ROOF PITCH < 27 0 ARE TO BE AVOIDED • m ZONE 1 ZONE 3 SOLAR COLLECTOR O - w H O ROOF PITC P. ZONE2 MEAN ROOF HEIGHT LEAST HORIZONTALDIMENSION Ina (LHD) O co CID W a W LTI O VNN33 O1HE7W6E SPKIAEP; NAME DALE O NOTES: S NCyDTLINC. DIMENSIONS ARE IN INCHES DAWN ARC SHADED ROOF ZONEIOUDIMENSION"d IS 10%OF THE LEAST HORIZONTAL DPAENSION OR 40% 7otExnNc7a: .CHECKED OF THE"MRH'WHICH BSMALLER.BUT NOT LESS THAN EITHER 4%OF THE LEAST HORIZONTAL FRACMIMi A DMENSIONOR3FTOFTHEBUILDINGASSTATEDINASCE7-0&FOREXAMPLEAROOFTHATIS60 Arveo,'"u"°�'MACH 1'aWOAMR. SUNEARTH SOLAR COLLECTOR A FEFT WIDE DIMENSION"a"66FEEf 7HREEPSACEDECIMAE 10=3 MFG AFPR. FLUSH MOUNT MEAN ROOF HEIOHTIMRHI LSTOBELESSTHAN30FEET - IXI.EMEIGEOME7eC o.A. INSTALLATION REQUIREMENTS iEDSStn�n Aweca�rmcmA3 .7OLEe CmO V� COMMENTS: me HFovnuiroN eoN7AwEDWme .. .. .. .. .. MArEeuS SIZE DWG- NO. REV DaAw7Nes77EsmEPeoPEen DF B SNPARIC AS ANT if II OWTK .NPAe70¢ASAWN IN F MDOAS7T USED ON .wem7N reAm51ON w wNeAmN ec 6 PRONsam APNGi1ON DO NOV SCALE DRAWING SCALE:1:6 WEIGHT: SHEET 4OF5 ro 8 7 6 5 4 3 2 1 M � W 00 i I �- 8 7 6 5 4 3 2 1 HL I NOTE N O EXPOSURE CATEGORY:EXPOSURE B IS URBAN AND SUBURBAN AREAS,WOODED AREAS,OR OTHER TERRAIN ~ 0 WITH NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF SINGLE FAMILY DWELLINGS.EXPOSURE C 0 LV HAS OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30 FEET.THIS CATEGORY INCLUDES FLAT OPEN COUNTRY.GRASSLANDS,AND ALL WATER SURFACES W HURRICANE PRONE REGIONS. TOPOGRAPHIC FACTOR:FOR THE PURPOSES OF THIS DOCUMENT,THE TOPOGRAPHIC FACTOR IS TAKEN AS EQUAL TO ONE(1).THIS MEANS THAT THE INSTALLATION 15 SURROUNDED BY LEVEL GROUNDLESS THAN 10%SLOPE). SOLAR COLLECTOR LA) FACTOR:FOR THE PURPOSES OF THIS DOCUMENT,THE IMPORTANCE FACTOR IS TAKEN TO BE OF CATEGORY U.j �THIS MEANS THAT THE STRUCTURE DOES NOT REPRESENT A SUBSTANTIAL HAZARD TO HUMAN LIFE IN THE EVENT OF A FAILURE.AND THEREFORE GIVEN A LAMBDA VALUE OF ONE(1) I'd THESE DRAWINGS ARE INTENDED TO BE GENERIC IN NATURE AND COVER A RANGE OF WIND SPEEDS(90-170 MPH)AND THEIR RESULTING PRESSURES ON THE LISTED SOLAR COLLECTORS INSTALLED ON LOW RISE BUILDINGS(LESS THAN 30 FT.HIGH) THE MINIMUM WIND LOAD IN PSF AT THE VARIOUS WIND SPEEDS WERE DETERMINED USING FIGURE 6-3 IN ASCE/SEI 7-05 AND THE 6063-T6 ANODIZED SOLAR STRUT ACROSS MINIMUM DESIGN LOADS FOR LOW-RISE BUILDINGS(SIMPLIFIED)METHOD AS OUTLINED IN ASCE/SEI7-05. FULL WIDTH OF COLLECTOR(S)X 2 G THE DRAWINGS DETAIL AN INSTALLATION W WHICH THE GABLE ROOF ANGLE IS LESS THAN 45%HIP ROOF ANGLE LESS THAN 27° O AND HAS A MEAN ROOF HEIGHT LESS THAN 30 FEET.SOLAR COLLECTORS SHOULD BE MOUNTED IN CENTER OF ROOF ZONEI IN C ORDER TO REDUCE PRESSURE DUE TO WIND LOAD ON THE COLLECTORS FOR ANY INSTALLION THAT DOES NOT MEET THE NOTED C In ) CONDITIONS THE LOAD AND ALLOWABLE WIND SPEED(TABLE 3)LISTED ARE INVALID. (ITD THE SOLAR COLLECTORS ARE TO BE INSTALLED USING THE HARDWARE PROVIDED BYTHE MANUFACTURER IN AGREEMENT WITH THE COLLECTOR MODEL DIMENSION NA„ CD INSTALLATION MANUAL. `,S TABLE 4 EMPIRE/ULTRASUN-40 24-1/2 INCH N' PLACEMENT Of SOLAR G STRUT ON$UNEARTH EMPIRE/ULTRASUN-32 19-9/16 INCH COLLECTORS EMPIRE/ULTRASUN-24 19-9/16 INCH 0 1 TABLE 3 1-1 UPLIFT LOAD EMPIRE/ULTRASUN-21. 15-1/4 INCH H ON$UNEARTH fP�-3Z COLLECTORS So 1otf� �/ F,L r 8 opt IfTLOAD40FT'PSF UPUFT LOAD 32 FT'IPSFJ UPUFTLDAD24Fr'(PSFJ UPUFTLOADV Fe tpso 8 n EXPOSURES EXPOSURE[ EXPOSURES EXPOSUREC EXPOSURES EXPOSURE OLPOISURE8 EXPOSURE[ ALLOWABLE WIND SPEED(MPH) Zone lZone2 Zone3 lZonel JZDne2 Zone3 Zonel ZDne1 Zone3 Zone Zone Zone3 Zonel Zone2 Zone3 Zonel Zone Zone3 Zone Zone Zone3 Zonel Zone2 Zone3 90 7.8 1 12.7 20.9 11.9 1118 30.2 5.9 9.8 1G3 9.1 14.6 23.8 14.5 216 36.4 &1 33.8 518 1Z3 203 31.5 18.1 Z9.3 45.0 LP 100 10.3 1 16.2 26.4 ISA 23.7 37.9 7.9 12.6 20.7 119 ME, Z19 18.4 29.6 45.4 26.6 42.2 15.8 2S.6 39.4 Z3.0 36.6 56.1 0 110 13.0 2D2 32.4 19.1 29.2 46.3 10.0 15.7 r25.5 14S 22.9 36.7 Z2.7 36.2 SSA 32.7 SLS 19.6 313 48.1 28.3 44.7 00 120 15.8 243 39.0 23.1 35.2 S5.6 123 19.2 30.8 18.1 27.8 44.1 27.4 43.5 39.2 23.7 37.7 57.8 '1 0 53.7 00 130 19.0 29.1 46.2 27.6 41.7 14.8 22.9 16.6 217 310 512 32.6 51.4 46.4 28•2 44•7 403 LA) 140 225 34.2 54.0 32.4 48.8 37.6 26.9 478 ZS.S 38.6 38.1 59.9 54.2 33.0 511 47.1 LA) 150 261 39.6 37.6 564 20.S 313 49.S 29.7 443 44.0 38.2 60.1 54,3 � 170 39.2 5LS 48.9 27.0 40.8 38.7 5B1 S7.1 49.6 O VHUMOTHERMSEWECIFiED: NAME DAZE 4�t r1r+� INC. ' NOTE THAT THE INSTALLATION OF COLLECTORS 15 NOT ALLOWED DD10dtbNS ARE INJU��E1 INCHES DPAWN ARC TH 1�1 IN SHADED AREAS INDICATING UPLIFT LOAD GREATER THAN LISTED IN TABLE 1, TOLERANCES: CHECKED TITLE: THE MAXIMUM DESIGN LOAD OF THE COLLECTOR µ A DN.MACH:0.58END CID A L TWOPLACEDECIMAL COD) F1GAPP°• SUNEARTH SOLAR COLLECTOR THREE PLACE DECIMAL 0405 Mw APPft FLUSH MOUNT wwworoMeToc O" INSTALLATION REQUIREMENTS PIOPIIHAIY AND cD11nDEMDAI TOIEPANCMO PEP. IME NEOEAMIIDN CONGPQD MiNB COMMENR: MOERM DRAWIND6DIESDIEEEOPEPIYOP SIZE DWG. NO. REV MMMHINC.ANY VEHO-- WPAPt OR ASAWNOIEWDHOIntHE NW AM ON NIDN I 6 PRONSRE V4SbN O SDNFARIN MC. AFFMADON DONOISdLeoRAWINO SCALE:1:6 WEIGHT: SHEET5OF5 b 8 7 d 5 4 3 2 1 LTJ i TOWN OF..BARNSTABLE.-BUILDING PERMIT APPLICATION Map- Parcel Applicatidh,# ' c Health Division "Date Issu A _' F e . 0o Conservation Division pl�lj�ati6n e A Planning Dept. Perm*it Fee: Date Definitive'Plan Approved by Planning Board C�A Historic OKH Preservation Hyannis Project Street Address Z5 7 Rh Pl.�ifls Village ga.cms Owner Y_X 12,4 (b Y✓ Address -)*M.L Telephone (/-/,o rn 5_0 Permit Rbquest . Yilc +Ckko e- wA Amte Q Square feet: 1 st floor: existing—proposed '2nd floor: existing proposed ---L__Total new Z6hing District' Flood Plain Groundwater'Overlay Project Valuation4�,&,6A6 Construction Type Wood' L6 Size Grandfathere'd: El Yes L1 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family L1 Multi-Family (# units) Age of Existing Structure .2 Historic House: Q Yes ONo On Old King's Highway: 0 Yes 2<0- 4 Basement Type: U Full Ll Crawl @/Walkout Q Other Basement Finished Area (sq.ft.) 6 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing- 7- - new b Half: existing 0 new, Number of Bedrooms: existing D new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Q Gas 5e6ri I Ll Electric Q Other Central Air: Ell Yes 3<o Fireplaces: Existing / New Q Existing wood/coal stove: VcYes Ll No Detached garage: Q existing Q new size—Pool: C3 existing Q new size Barn: Ll existing U new size Attached garage: Q existing C3 new size —Shed: Q existing Ell new size Other: Zoning Board of Appeals Authorization L3 Appeal # Recorded Q Commercial Ll Yes Ll No If yes, site plan review# C=� C= Current Use Proposed Use < APPLICANT INFORMATION % (BUILDER OR HOMEOWNER) X LP/aV e Telephone Numb' 3 P 7 1 7dd'ress /U lhlo A� tj CZ License# 1AA674 'A j-79 S&�l '__ Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO US/IGNATURE ATE 1 3 A_6A r -, FOR OFFICIAL USE ONLY APPLICATION# .. DATE ISSUED; MAP/PARCEL NO. 'r ADDRESS - VILLAGE'' [ OWNER DATE OF INSPECTION: S"FOUNDATION -2 !z FRAME BS '✓ /o9ishc ,c9'ft' -7 6 0?t W o J it ftek- } .INSULATION S 8 i Aft M L O Cla` o v , QA4cjA FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL . GAS: ROUGH FINAL FINAL BUILDING k `s DATE CLOSED_OUT ASSOCIATION PLAN NO. J 5 i �TM r, Town of Barnstable Regulatory Services ,,AS& �e Thomas F. Geiler,Director i63g ,m� g Buildin Division , Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us 'Office: 508-862-4038 Fax: 508-790-6230 PLAN RE'V I E W Owner: Map/Parcel: Project Address /�� 7�/%l rs Builder:` E The following items were noted on reviewing: '1 ,Q • j.�i. .�.�!tii F/eJ"S l o�rV. s L!/��/C//V�r pI'tI /'�!'�N•J . b /� °�� /P: GtJ�¢-GL /St6C�• t�t6�tl , Of��/V/�ticr �!Z�S_ S 6ze - c 1ft--t6'Krs b�•1�'°" a �LJa-YLI"��n/ o�L .SE—e-onl� �Go�� 0/1 �6T�F-lC.. LAI A4,"z de AiN ys �N G l NL�•�!2 � O f� 19"C Gt�Hi .- A/��J S• ?b /�E�G�-� ? tJ D Gl2d f L e�o1+� C—T 42 Reviewed by: l2dzzlfr— /7 Date: G� Q:Forms:Plnrvw oFTHEI*, Town of Barnstable Regulatory Services i"RN,,%` Thomas F.Geiler,Director Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVI E W Owner: Map/Parcel: Project Address �S9 /Nj/�o, !�+/�3 Builder: �E The following iterns were noted on reviewing: 5ETly'?Cdc s Mk-5-r. �-r yT.�scrFa (��oG�ow 7d'd Gist/? .f603 %4dcL- . 3, 6�q) F.R wF�'vLt A9 P e fole -S lti Gig xff66 9AN L 1 a1N6 S r0,09 /,�,�m o. C- Jo /UO T (_d k A) V'SW Moouk N414-4 M O.RE 7:rf*A) / L6zw or.ee'y. Reviewed by: Date: /��,�A.0 Q:Forms:Plnrvw ne Commorrwealth of Mas'sachusetts Department of Industrial,accidents• Office of Investigations 600 Washington Street Boston, AM 02111 www.tnass.gov/dia Workers' Compensation insarance Aff da•vit: Builders/Contractors(Electricians/P.lumbers A licant Information / Please Print Le bl Naalnc (Bus iness/Orki7afion/IndiAdual): c/ IVU� Address: o /Q lY)S &d d City/Statc/Zip: t h—Je- &. 6R6&rPhone.#: , g' Are you an employer? Check the appropriate box: 'Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6_ ❑Kew construction . -mployces(full and/or part-time).* havc hired the sub-contractors 2.El am a'sole proprietor or partner- listed on the attached sbcct. 7. ❑ Remodeling These sub-contractors have g. ❑ Dcmolitiou ship and have no employees loyecs and have workers' working for mt in any ckpa.city. clap 9 ❑ B„��g addition [No workers' comp.•insurrcc imp-insurance.x as 5. ❑ WC arc a corporation and its 10.❑Elcctxical repairs or additions officers-havc cxaciscd their lLE]Plumbing repairs or additions 3K- I m a horncowncr doing all work scl [No workers' comp_ right of exemption per MGL 12 ❑Roof repairs c. 152, §1(4), and we havc no inrnranCc rtgtlurd_]t cmPloyms. [No workers, 13.❑ Other comp.insuranct rcgturcd_) "Any applicant OW chmkc box#1 roust also fiifl out the section blow showing their workcrs'cornpcnsa2jon policy information f Homeowners who submit this affidavit indicating tbey arc doing all work and then hire outside contruetom must submit anew zi3davit indicating With. XContraetors that ebeckthis box must a.tiaebcd an additional chat[bowing the name of the wb-contractrn s and state wbetlher ar not thosd entitts havc cmployccs. ff the sub-contractors havc crnploycca,they must providr their workrrs'comp.pobcy number. I= an employer that is providing workers' compensation insurance for my employees. BeLow is the policy and job site info rmatio n cc Company Namc: Policy#o clf-ins. Lic. #: ExpirationDate: Job Site Address: City/Statc/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as rcgvircd tmdcr Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a 5na tip to 31,500.00 and/or one-year imprisonment as well as ci-,21 penaltirs in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violatDr. Be advised that a copy-of this sta r-mcrit may be forwarded to the Office of Inycstigations of the DIA for u' ffurancc coverer c verification. I o hereby certify under the pains•andpenalties ofperjary th.al the information provided above is true grid correct Si �ahuc: Datr: k V — hone �� a �c -�67-� OjjxLal use only. Do not Write in this area, Lb be completed by city or town official City or Town: Permit/License# Issuing Authority (circle one): I. Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees: pursuant to this statute, an e npfoyee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written_" An empLoyer is defined as "an LpdividuA 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 croploycr, or the rCCciVcr or trustee of anindividual,partnership, association or other legal entity, employing employccs. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the iwc th lling house of anoer who employs persons to do maintcnanca, construction or repair work on such dwelling house -)r on the grounds or building appurtenant thereto shall not because of such cmploymcat be deemed to be an employer." v1GL chapter 152, §25C(6) also states that"every state or Iocal licensing agency shall withbold the issuance or -enewad of a License or permit to operate a business or to construct buildings in the commonwealth for amy tppgrant who has not produmd•acceptable evidence of compliance with the iasuraace.coverage required." s dditionaIly,MGL ohapter 152, §25C( ) states `Neither the commonwealth nor any of its poliJiMl subdivisions shall :rater into any contract for,the performance of public work unhil acceptable evidence of conYpliznee at ith the in '�e cquircmcnts of this chapter have been presented to the contracting authority." "pplicants lease fill out the workers' compensation affidavit completely, by checking the boxes that apply to.your situation and, if ecessary, supply'svb-eontractor(s)mroc(s), address(cs) and phone numbcr(s) along with their ecrtifieate(s)of nuance. Limited Liability Companies(LLC) or Limited Liability Partnerships (LLP)with no-cmployces outer than the 1 Lcmbers or partners, arc not required to carry workers' compensation insurance. If an LLC or LLP does have rtployees, a policy is required. Dc advised that this affidavit may be submitted to the Department of Industrial cci&ats for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should returned to the city or town that the application for the pcm:iit or license is bring requested., not tho Department of 1dustrW Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' inapcnsalion policy,please call the Department at the number listed below. Self-insured companies should cater finis If-in uRnro license number on the appropriate line. ity,or Towii Officials case be sure that the affidavit is complete and printed legibly. The Dcparhncnt has provided a space at the bottom 'the affidavit for you to fill out in the event the Officc of Investigations has to coatact.you regarding the applicant case be sure to fill in the permibliccnsc number which will be used as a rcfcrcncc number. In addition, an applicant it.must submit multiple permiMicense applications in any given year, need only submit oup affidavit indicating c=cnt 4cy information(if necessary) and under`Job Site Address" the applicant should writs "all locations in (city or fm)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the plicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit,must be 5 11cd out each ir.Whcrn a home owner or citizen is obtaining a license or per'f not related to any business or commercial venture a dog license or permit to born leaves etc.) said person is NOT required to camplctc this affidavit c Office of Investigations would 10m to thank you in advance for your cooperation and should you have any questions, ase do not hesitate to give us a call Department's address, telcphoac•and fax number. The G6mmonwrc�th of Mas,,acbuse�M DgDar f-_nt of lndustcial Accidents Office of InvestipfiGns 600 Washington Street Boston, MA 02111 Tel. # 617-727-450.0 ext 4.06 or 1-S77-MASSAFE Fax# 617-727-7749 11-22-o6 www.mass.gov/dia 1 ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.000) Applicant Name: OIL Site Address: —je. P11111 Town: Applicant Phone: Wig, Applicant Signature: Date of Application: p NEW CONSTRUCTION: choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab .Option 1: Basement Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE PISPF SI lR R-Value R-Value and Depth National Appliance Energy .35 R-3 8 R-19 R-19 R-10 R-10, Conservation Act(NAECA)of 4 ft. 1987 as amended,minimums or realer as a plicable Note: This form is not required if you choose either of the two versions of REScheck as.listed below. ❑ Option 2: �. REScheck Version 4.1.2 or later variant software analysis must-be completed 780 CMR 6107.3.2 RE*Scheck—Web which can be accessed at http://www.enert; cY odes.govheschecld :'ADpXTIONS>OR AI,TEItATZO1VS T0`EXISTIIVG BUILbINGS:.OVI7 5.YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b - a) SF 100 x — _ % of glazing (b) Glazing area equals. 'SF 6 a If glazing is'<.40% use'.the chart below, -. ' rf.glaziii ;is>40.% proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Wall Floor Basement Wall Slab Perimeter V Fenestration Exposed R floors R-Value U-factor R-Value -Value R-value R-Value and Depth ,39 R-37 a R-13 R-19 R-10 R-10, 4 feet R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-vall.te over the entire ceiling area(i.e. not compressed over exterior walls, and including any access o enin s).- ❑ SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of fhb addition. ... . Note:. Owner to fill out Consumer Information Form (found in Appendix 120.P) Massachusetts Ched Check | � Compliance � 11 SCOPE � �Wind Speod (3-sec. gust) ��-----�--- ---------------- 110 mph 8 ��ndExposu/nCoheQn�-'---------_--.�-------. --------------------� Wind Exposure Category.-----EnginaoringRequirodForEndmPnojed -------------C 1.2 APPLICABILITY � . Number ofS&ohos roof 8in 12d poshaUbecnns�on:d �nt�� / 'u�hos �2shohaa ` � 1212 w~ Roof � � (�g2) -��--------`_-_-_ � � ---`----------------^---' ----� . - ��[7l � 33 /NeanRonfHo�h 0�Q2 ___________� � ` ------��-----------�--' -/----- ^^-' 0Y 8uUding \N�UtYY -------��---------._-`..(�g5)---'.----^. -Building Length, L ---------------.----.(Fig.3)---------. 8uUdkngAs�edRaho (L/YV --.---'�---------(�g4)-----..�---- Nomi | HekJh(of��|m�np��n"` (Fig4)------------'� ��4r "r � --'�------`-' ~~--�� / 13 FAAK8|NS CONNECTIONS � Genera oompUanc*with framing� monnocUonn.:..................(Table 2)................ ................................................ --V' � 2.1 FOUNDATION � Foundation Walls meeting requirements of780-CwR54V4.1 Concrete..................................................................................... .......................................... � � Concrete Masonry `--------.`-'^----------- ----------------'`---- � � � ^� 22 ANCHORAGE TO FOUNDATION ' � 5/O^Anchor 8oktsJmbaddadcv50^ Proprietary Mechanical Anchors ason alternative in concrete BoU3pqciog-gepera| -'-----------'..(Table 4)-----'�----' -��_ � BokGpadhghnmend�o�tof�aio (�g5) : _��m.�^w~� 1z ' A." Bolt ---------' ------------ ^ ��,i � 7~ BoKEmbedment-conc��------.�--.----'(�g5)-- ------------.�-. n� BoKEmbedmen|- mason.ry ---�(�Q5)----�-----�----� n.� 15^ �4� / -�.----`---- 3^ � P��YYashnr----------------'----(F� 5)---------_-----z ur x x �~r *r Ji FLOORS � � ~^� Floor framing member spans checked .........-----'.`.(porTO0Ck�RCha�ar55)-----------'. K4axhnumFloor Opening (�mens�n-'--.......................(Fig O)................................................... �Z D:!� 1Z Full Height Wall Studs at Floor Openings less than Z from Exterior Wall (Fig 5)...-.-'---^.-..--- M�mimum Floor Joist Setbacks ' Supporting LoadbeahnD Wails nr3hoa aU-----.(Fig7)----------------- � ft- d Maxi-mum/ Cantilevered Floor Joists Su. - LoadbeahngWo|ls' 9rSheanva||................(Fig 0)....................................................- - M -:�-d V_ .^ Floor Bracing otEndwaUc (�g9) . . -------`---',--- -----------------� ----� -� ' -�7_ ' (per� F�or8h�ad�ngType ---`--------_______ ______ . Floor ShaaU�ngTh�knoso ------'-------.*-'(per 78OCk4RChopha 55) ---- �-� F�orShna�ingFa�aning----------------'�ab|o2)' Y dnai|nad_kinodgo/ ��d � ' � 41 WALLS � VVa|| Height ( LoodbeahngwuUu................................. � ''---�--��(�g10andTaNe5)----- �- M 2C/ Non-Loadbnahngwo|� ----------------(�g10andTabke5)--------' � YYaUS�dS d ----.-------------'(�Q1OandTa�e5)------�� in� �24^uc � __�� VVaUS�� dffsets Spacing . ,----'(Figs 7 & 0)---------.-'---�J�'� '� d � 42 EXTERIOR WALLS, | Wood Studs � Loadbeahng walls........................................................(Table _ft_0_in. N Loadbeah U (r2b|a5) 2x_j(p� _ ft_o in. Gable End Wall Bracing Full e� Studs 1O) n�yy,om��. " °----------'_-- ---��------------.�� ---' VYSP,��nFborLeng�-----'�--------- ��_� . 11)--------------'`_ �YV�} ` ~� SVY 'Gypsum CoU�gLength (�YYSpho uood)----.r�U�g11)-----------^--' �� O� and 2x4 Continuous La\era[Brann@OfLo.c. ' (Fig 11)................ -�---�----�------� or x3ceUing.funinQ strips @1O`spacing min.with 2x4 blocking @4ft`spacing {h end)oist�or�uosbays- _�, Dou�oTopP|a6e � Splice �' ' -��------.------U�g13andTab� 0)-------`---- � - -� � SpUceConnad�n (no� �� 1Gdoo�mohnaUx)----'�aWeU)--~--.�-.�-'---------'�c� � � U � U x AHIC Guide to !-/%od Consr!ruction iir High Iliad Arens: 1JO mp/r I'Virrrf Zone Massachusetts Che.clOist fog- Conipliazlce (780 CNIRs30I.2.1:1)' Loadbearing Wall Connections • Lateral (no. of 16d common nails)................................(Tables 7) Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)....................................................... �/ Load Bearing Wall Openings (record•largest opening but check all openings for compliance�'°Table 9) Header Spans ....................................................(Table 9)....................................Wft__Z in.511' ✓ Sill Plate Spans ..:.............. .............................:........(Table 9).................................. Z ft� in.5 11' V Full,Height Studs (no. ofstuds)....................................(Table 9)............................,...................I........ Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................._1�,ft in.512' Sill Plate Spans.... ................. .....................................(Table 9).................................._f_ft t in.5 12" �G Full Height Studs (no. of studs)....................................(Table 9).......................:............................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension, W 9 Nominal Height of Tallest Opening2 .............................................................................. < 6,8" ✓ SheathingType..............................................(note 4)....:................................ Edge Nail Spacing................:........................(Table 10 or note 4 if less)........................ in. Field Nail Spacing............................:.............(Table 10)........................................,....._.. in. Shear Connection (no. of 16d common nails)(Table 10).........................................I.............. >✓ Percent Full-Height Sheathing...................:...(Table 10)....... ...........................................�% ✓ 5%Additional Sheathing for Wall with Opening > 6'8"(Design Concepts).................... Maximum Building Dimension, L w Nominal Height of Tallest Opening z ..... ............................................... 6'8" 9 ................ .. - SheathingType..............................................(note 4)..................................................... 1 16 — Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ Field Nail Spacing.......................................:..(Table 11).........:............................, in —� Shear Connection (no. of 16d common nails)(Table 11)...................................... Percent Full-Height Sheathing Table 11 .......:............................................. 5% Additional Sheathing for Wall with Opening > 6'8"(Design Concepts).................... ✓ Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................................... 1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ...................................................(Figure 19) ..............4_ft 5 smaller of 2' or U3 _41Z Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)......:.....................................U=,jpsfilf y Lateral ...........................:.................(Table 12).............................................L=-/ZcoPIf —� Shear...............................................(Table 12).......:.....................................S= pif _- Ridge'Strap Connections, if.collar ties not used per page 21... (Table 13)...............................T= . plf �G Gable Rake Outlooker..........................................(Figure 20 ft 5 smaller of 2' or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=N7-lb. Lateral (no. of 16d common nails)...(Table 14)...................... -_VW Roof Sheathing Type................:..................................(per 780 CMR Chapters 58 and 59) ............ _ Roof Sheathing Thickness.....................................:..... ............................................. 7 in. >:7/16" W� Roof Sheathing Fastening......:.....................................(Table 2).............................. .................. �s: This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 1 Ba and Figure 18b Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to th'e percent full-height sheathing •equiren ents shown in Tables 10 and 11. the bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. Town of Barnstable THE rti Regulatory Services sAaxszAace Thomas F.Geiler, Director .¢ MASS: i6Sq- �m Building Division PrFD '�a Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.to-A,n.b2rnsi2ble.ma.us Office: S08-862-4038 Fax: 5.08-790-6230 HOMEOWNER LICENSE EXEMPTION 9 Please Print DATE: / o?, 04F -- JOB LOCATION: ISJ / /f/' / /QI n s 60 g number street village d S*D� q.2K- 7-7?: a 0�5"08 �� "•HOMEOWNER": �C�{�IL�I�// ./ / / 2. � . name home phone# work phone# CURRENT MAILING ADDRESS: S a rn e Lid 6G city/town state zip code The current exemption for'j mCdVMers"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 supervisor. 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 penrit. (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 1 minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeown 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 109.1..I -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 responsibie. . 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 undrsstands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. �oFzHE, ti Town of Barnstable Regulatory Services ` awRANKASS.Le• Thomas F. Geiler, Director yip i6 39 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: S08-790-6230 Property. Owner Must Complete and Sign This Section H Using A Builder I, as Owner of the subject property hereby authorize to act on my behalf, in all.matters relative to work autho ' d by this building permit application for: (Address of Job) Signature of Owner Date . Print Name If Property Owner is applying for permit please complete the:Homeowners License Exemption Form.on the reverse side. N �J ✓69 /-3 4 Fo✓Na. ric- l �0 8/ "4 N ' 00 CERTIFIED PLOT PLAN LOCATIONe�vsrr�l3Gf SCALE . . /�._�.�. ....• DATE PLAN REFERENCE _ ,&--ef7 !V�.. i'. °+Z3 O OF EDW �y ELLEY No.26100 y . . . O C'�sT6P4�e I CERTIFY THAT THE ' SHOWN ON THIS IS LOCATED ON THE GROUND. AS SHOWN HEREON AND THAT IT CONFORMS TO THE 7" SETBACK REQUIREMENTS OF -THE TOWN OF t3.a i��sr.9B4 . . . . .WHEN CONSTRUCTED. I .ram �.,c, _ cv.S?.. _� . � . _ �'S - � : . Qc, ki L__�Z4 r c c c 6r-P . :c k.—c-L OF car- _ O.. -..... a BdQl a i � I ! Is i OAN i I ! - r • ''�1n.�c c ore. ;c�,�-c��'�t--` c�c��c' o�s ks C2�c.t b�.\Z o.C Has. f c3y- - 11 A d \,V-AXA _ • NOISIAM £C :6 WV Q 330 8001 3 i pp`�FIHE) � Town of Barnstable I = BARNSTABLE. Regulatory Services -�• I. V MASS. 1639. nw+a 0 Building Division 200 Main Street, Hyannis, MA 02601 1 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice 4 I Type of Inspection Location,/ 4e Rfd, Permit Number �r I Owner x, Builder One notice to remain on job site, one notice on file in Building Department. ; The following items need correcting: I-t,-A VS l�v way- /Pe19- 9 Please call: 508-862-4 for re-inspection. Inspected by ��Ia_74 C, Date I( Zo- V C:�riJ �/l tz�sr ��- �� %�'6�f �, '! i I .ie-.... x �j. a+tr"'e+;t'�tin�.,A ;;cy,:.. � �:i :'�• .!`ktiF�Sr..fwv�+'y'Y�'t°✓z`k` ,:r`:,r,;rdae�,r� rv+�;" ^,,:y,... ,- -w_ .�.-tr�`�i.,14,�r°f }tir'i�t `��+�,.. . ^u•; tNE Town of Barnstable BARNSTABLE. Regulatory Services T MASS. 0,9. N. Building Division 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 < Fax: 508-790-6230 -7 y � Inspection Correction Notice 16-<� t Q Type of Inspection Location f�� r� f�MNS �Q Permit Number z d o �S Owner orb' Builder One notice to remain on job site, one notice on file in Building.Department. The following items need correcting: Z. rz-am Fcc�L sit r c�Z'uDs� �N� ,� r 6V?CA-f �Lfwl) OF /,J -! SWhrZr GCNZ�&R 4&t lc 2)4Z &6C- 9'_ tiw 6�IA)& l'IGasT ,tom Co4,wl-�E C5�7W r CA-` fQ o LA(W "IS-O3ot hO+Z Please call: 508-862-4fl3� for re-inspection. --�/ �oy� u, �EpJC-1 71 Inspected by �%`/�� .f G� .,�r... . f,-�l (l-E AAZC-1t Date tR�N� j�ILS NOP--t �1Gc_t.. 4v—r(o(F y s-cLA D OIV 2�jbz_ i GARAGE DOOR HEADER by Weyerhaeuser 3 Pcs of 1 3/4" x 16" 1.9E Microllam@ LVL TJ-Beam 6.30 Serial Number:7005111359 User:1 9/3012008 12:29:38 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 1❑� 2❑ b 18.6" w Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:8'3" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 250.0 63.0 0 To 18'6" Replaces 2ND FLOOR LOAD 40LL+10DL Uniform(plf) Floor(1.00) 120.0 30.0 2'3"To 16'3" Adds To BALCONY LOAD 60LL+ 15DL Uniform(plf) Floor(1.00) 90.0 90.0 0 To 18'6" Adds To GABLE LOAD 90PLF SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 5.50" 2.61" 3985/1840/0/5825 A3:Rim Board 1 Ply 1 1/4"x 16"0.8E TJ-Strand Rim Board@ 2 Stud wall 5.50" 2.61" 3985/1840/0/5825 A3:Rim Board 1 Ply 1 1/4"x 16"0.8E TJ-Strand Rim Board@ -See iLevel@ Specifier's/Builder's Guide for detail(s):A3:Rim Board DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 5653 -4900 15960 Passed(31%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 26208 26208 46671 Passed(56%) MID Span 1 under Floor loading Live Load Defl(in) 0.329 0.446 Passed(U650) MID Span 1 under Floor loading Total Load Defl(in) 0.478 0.892 Passed(U448) MID Span 1 under Floor loading -Deflection Criteria:STAN DARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 14'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: MATTHEW TAYLOR Bill Rubel 159 THE PLAINS RD Mid-Cape Home Centers WEST BARNSTABLE MA PO Box 1418 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2007 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. i i mth I GARAGE DOOR HEADER by Weyerhaeuser ' 3 Pcs of 1 3/4" x 16" 1.9E Microllam@ LVL TJ-Beano 6.30 Serial Number:7005111359 User:1 9/301200812:29:39PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 17' 10.00" ^ Max. Vertical Reaction Total (lbs) 5825 5825 Max. Vertical Reaction Live (lbs) 3985 3985 Required Bearing Length in 2.61(W) 2.61(W) Max. Unbraced Length (in) 172 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 1524 -1524 Max Shear at Support (lbs) 1781 -1781 Shear Within Span (lbs) -1443 Member Reaction (lbs) 1781 1781 Support Reaction (lbs) 1840 1840 Moment (Ft-Lbs) 8142 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 4900 -4900 Max Shear at Support (lbs) 5653 -5653 Shear Within Span (lbs) -4663 Member Reaction (lbs) 5653 5653 Support Reaction (lbs) 5825 5825 Moment (Ft-Lbs) 26208 Live Deflection (in) 0.329 Total Deflection (in) 0.478 PROJECT INFORMATION: OPERATOR INFORMATION: MATTHEW TAYLOR Bill Rubel 159 THE PLAINS RD Mid-Cape Home Centers WEST BARNSTABLE MA PO Box 1418 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2007 by il,evel®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. 1 i i , 1 d i89 �a�t Daniel E.giutn* i Q2637-0S61;rT ( � ct : AD , 3 1 ' i ; 1 ! �t S `"CJ ` l' -', ` ` 5 , ; 1 i � •= : t i , j , i f 4-6 �g6� NIEL v S UC7 cm ------------------------ ( 3/Ott E i �. -C;� �-_�3_0 �_ 3...5.E :s:-c.� • .. _. L16 t1h o o /4- 4 . . • i i i _ 1 ' I ; : { i i i 1 ! ! _ _... dr 1LA : : ' : , . 1 i i jj-- 2 ! 1• i i I j i i 'k ci 1 1 I LS • _ i• -- 5 _.- i !( �b x � ! i �• j Y ju i � 1 I � ' , , ' I t I : i ; i : : 1 ( - ^ fl i I i .. ��`�� . l 1 : 1 i 1 i i _ i ! : i � , f : rr d.w\ LQAVL e ' i I : : 1 i I : 1 i , t , ! I ' t : , : t , t i RAMSBEAM V2 . 0 - Gravity Beam Design fLic2nsed to: Dan Braman, P.E. Joh,;. Matt Taylor, 159 the Plains WB Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W14X34 Fy = 36. 0 ksi Total Beam Length (ft) = 30 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 034 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DLl Pre DL2 LL1 LL2 0 . 00 30 . 00 0 . 188 0 . 188 0 . 000 0 . 000 0 . 500 - 0 . 500 SHEAR: Max V (kips) = 10 . 83 fv (ksi) = 2 . 72 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 81. 2 15. 0 0 . 0 1. 00 20. 06 24 . 00 20 . 06 24 . 00 Controlling 81. 2 15. 0 0. 0 1. 00 20 . 06 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3. 33 3. 33 Max + LL reaction 7 . 50 7 . 50 Max + total reaction 10 . 83 10 . 83 DEFLECTIONS: Dead load (in) at 15. 00 ft = -0 . 410 L/D = 877 Live load (in) at 15 . 00 ft = -0. 924 L/D = 390 Total load (in) at 15. 00 ft = -1. 335 L/D = 270 D=W E.Braman,P. ! I j Curiamaquid,MA 626e-061i ? ' _ . __ ._ , , • t 1 1 � . t , a , _ I , , , , , , I 1 , I I i , ' 1 : -L oc4w , i . I 5 , , : , ? I , , , , , �? i q ; I , , i t V�' I\ i 1 i i , OF off DA p L E.; ��y • _ Ar ti , ti i ; i- 3- o l I i i t ' I ; : 1 ' I i I � I lO _ •Z I� I i a- 77 , : 1 I 1 I -i t t i 1 •� � ' � � f �. � t : : ' . i. �,.-tom + . . __. __ __ �� U.-_-.--- ' -� '� ��'��•'' _.. _._ ... i - ; .. • j V. t �- • , r i 1 t i t.0 - . __. ;_�.�bit-_.. � . �;�.c...C.©.1�-]'•� . . _ + � . . _. ' i I i t , I- , , , i , , i ' t ' t �- , I I , i I ' , I i , i , : 1 ! I I , _ : : t I RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. 'aTo-�:` Matt Taylor, 159 the Plains WB Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W14X34 Fy = 36. 0 ksi Total Beam Length (ft) = 30 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 034 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 30. 00 0 . 188 0. 188 0. 000 0. 000 0 . 500 0. 500 SHEAR: Max V (kips) = 10 . 83 fv (ksi) = 2 . 72 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 81 . 2 15. 0 0. 0 1 . 00 20. 06 24 . 00 20. 06 24 . 00 Controlling 81 .2 15 . 0 0. 0 1 . 00 20 . 06 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3. 33 3. 33 Max + LL reaction 7 . 50 7 . 50 Max + total reaction 10 . 83 10. 83 DEFLECTIONS: Dead load (in) at 15. 00 ft = -0 . 410 L/D = 877 Live load (in) at 15 . 00 ft = -0 . 924 L/D = 390 Total load (in) at 15. 00 ft = -1 . 335 L/D = 270 I 1691.13' Q r90 r o V) a� Q J CONCRETE 37.4' a' 43.7' FOUNDATIO w XISTIWELL G DECK N 0 00 W LOT 23 35,043 SFf O DCE #09-030 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 159 THE PLAINS ROAD WEST BARNSTABLE, MA SCALE : 1" = 40' DATE : FEBRUARY 13, 2009 PREPARED FOR: REFERENCE : ASSESSOR'S MAP 152 PARCEL 28 MATTHE TAYLOR LOT 23 PB 239 PG 137 N OF gsS3. 1 HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE TIMOTHY tiG GROUND AS SHOWN HEREON. H. R, off 508-382-4541 COVELL .� rox 508-312-9880 No.38035 downcope.com O Pv owa cape eadiaeeiiad,iac. O °� Civil engineers land - ----- land surveyors 939 Mo/n Street ( Rio 6A) YARMOUTHPORT MA 02675 DAT' REG. LAND SURVEYOR 73.0 � i SMOKE DETECTORS flEVIEWED BARNSTABLE BUILDING DEPT. ATE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING CA.'630N MONOXIDE ALARMS M ST BE IN,TALLEO PER /\ MASSACHUSETTS BUILDING CODE' , �p ti TG� - i e�P y ls`i � PI��,�S ��.�., w� �, �� ' ' � I� � i I' _..�_ .......____...... _ .. __........ .. _..._......._.. .._._.._. -' is9 �lz,�,5 Rd. i o __ s !2d Asl Plyo s eon. r Eli 5`IINx�'/ C r -- key _ Y X --- Ply gory K,iJ bit 5 h� W�3 - c- o ; � +ttI , I j I .I � � � j � � j• r P i { i I � I I • j it it ------------ 10 t\\ SY% QA�41on v�;r y�in:�l♦Ir o.r I! 1; � I 1 II Ii - J b r Assessor's offices (1st floor): l -7 SEMC s To`` Assessor's ma and lot number .. ....... ... .....................:..... Board of Health .(3rd floor): 3 �{^g WgTALLED IN COM E5 Co> o'kal U • Sewage Permit number ..... ...................................�T '� WITH TITLE Z 9AUSTGDLL, Engineering Department (3rd floor): ,r/� q ,nh ENVIRONMENTAL C House number ............................. TOWN REGULATIO Definitive Plan Approved by Planning Board -------------------------------19-------- . APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00•2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO Fes............. TYPE OF CONSTRUCTION ......11V....... .......f.F ................................................................................ ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby opRlies'/f�or a .perm it according to the following information: Location ...�..�/... .........�/�.�..t!V%........:Y .............. . . _.:�. ............... ...... ..... (fin . .. . Proposed Use ... .. ..., ............ ....................... ..... ..ca. ' Zoning District .................. .�....................................Fire District .......Jlv L;qi.,C Name of Owner .�....... .Q......�. Address .... ............. ......................... s" Name of Builder ..Y,?.�.l.Q.ptsr..l�,/.... Address .t. .6.. ..... 7.. ..........)I Nameof Architect .......�V:�� ......................................Address ..............................�................................................... Number of Rooms ..... I......................................................:...Foundation Exterior .... .. ..... ................ ................................:........Roofing ...... ...... Floors ......... . ..... ... .................................:.........:............Interior Heating ........... f•t••-.•`-••••••.CIVY .....................Plumbing ......... Fireplace ..........!VQ X�................................................... Approximate Cost ............. }"e�T� . Area.......... Diagram of Lot and Building with Dimensions Fee ..................T OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and-Regulations �of Bar I Zaii.ng the above construction. Name .... ..... .. .. . ............................ Construction Supervisor's License P.� 7c;45......... GOULD, TED No Permit for .,ADD...DORMER ..................... ...Single Family Dwe.11ing.......... ..................... .......... 159 Plains Road Location .............. W. Barnstable ............................................................................... O Ted Gould Owner ............... Frame Type of -Construction ......................................... ........... I....................................... ................... Plot ............................ Lot ............. ..... Permit Granted .......MaY... ...... ..........19 88 bate of.Inspection ....................................19 Date Completed ......... ...... ......1.9 Z e ¢9.. .:. ,,,. � J,,.�1y := �.,� •R _._. t .o��.'.1 �I-ob�j 4� .ry _..,��i .:.'Yi... - .Jtll�,_ .,. "..�. p.. ,..: :.f t-ys.. a ��- .r ... 'J- Assessor's office (1st floor): _ �� Assessor's map and lot number ... 1N¢to Board of Health (3rd floor): 1 • ��lQ�s^S `O�Q Sewage Permit number ..... .-.......................... (al U� Z B6HD9?ODLL, ASIL Engineering Department Ord floor): /S ! °o,,�1b 9• e� House number .......:.................... .4. . ............... .............`.C...../ o YAK d� Definitive Plan Approved by Planning Board ________________________________19-------- , APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M.- only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ! !-�........... `1rM... � ................................................................. TYPE OF CONSTRUCTION ......I�•�,crG '�/ ",v. .-................................................................................. ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Locationr............. .................../.,..........,�. ) ;....:........................................... Proposed Use ..�`x/� l.R.._ .......1, .,�t�,Y?;�;�,�1.`��'�1�T ..��...��;�'<"3��,.11 ...��. .....�L ZoningDistrict ..................l.�...�......................................Fire District .........".�.. ........................................................... n Name of Owner .L.:..!._ :......�`v �1.... .....�. .,.................Address ....` %..:?...:...^...f; .e�..... r'.�g>-��G............................ ..�.��..'....: ..-.... l✓�i h �`rlA): t if 6�'� ; Name of Builder .� . ......<....r:...:. Address ..._...., ;..�. ......... ...,.......�h.�....................�.... . • Nameof Architect ....... ........................................Address .........-.-...................................................................... Numberof Rooms .......f...........................................................Foundation ...............................................I............................... r Exterior ....'�✓F�h� .ram-r..A�.............................................Roofing .. .................c .,i. ........................:...................... r..... Floors ... ..r.... '...R...:....... Interior .. j........................................................ ...v -- ........................................................ Heating .... :..:.. r-`'.:.. ....... r. :....... :k./�.�...:............:.....Plumbing .......:. :....:....................:..:......................................... Fireplace ..............Approximate Cost �- `,T t. ., X x / Area +/v ' Diagram of Lot and Building with Dimensions Fee !). ................. � OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS • ti I hereby agree' to conform to all the Rules and Regulations of.-,-therTown`of'Barnstable regarding the above construction. ---�` ✓` ill.. Namef,........ :.._,......:...........,..... .............. Construction Supervisor's license js°�...:. '?.. ....... GOULD, TED A=152-028 No Permit for .Add Dormer ........ ................................... ..........S.ingq,!E�..Tainily Dwelling ..... .......... ..... ................. -RC Location ....1.5 9....itt..ma;R4smalig_g d......... .............. . ............ W. Barnstable ............................................................................... Owner ...Ted...G.ou.l...d....................................... .. .... .. Type of Construction ......Frame......I.................. . ........................... ................................................... Plot ............................ Lot................................. Permit Granted ........ .................19 88 Date of Inspection ....................................19 Date Completed ......................................19 d� tt TOWN OF BARNSTABLE � Permit No. 1 ' Building Inspector' nurf"u Cash ---•---------Rua ------ ---- --- .039. OCCUPANCY PERMIT Bond ---------- Issued to pbd GoaMAddress 2V 159 PI& .'t.s Wiring Inspector `_r_ f y.=� - - Inspection date ' Plumbing Inspect r Inspection date 0 Gas Inspector "/ e Inspection date ;Engineering Department 7 _ _1 ,- ,• f , :;��+., inspection date Board of Health ` r s 4 l Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ................. ................................... 19 .... .._ ..........................................................{�............................................ y f Building Inspector t �'�y��•. TOWN OF ' BARNSTABLE BUILDING DEPARTMENT ieaa�r ` TOWN OFFICE BUILDING rua ' HYANNIS, MASS. 02601 MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by Building Permit #............_.r .(/J/�1. 4.............................. _ _.......... .. ......_ _._ ...__...... issued to ...... ... . / UG/ /./ / .._..._.................................__..... _ Please release the performance bond. J N Ex�.sri�vG_ ♦ � T,y �ouva. to 4� �o N Lo7- sEz3 94St 00 CERTIFIED PLOT PLAN LOCATION .e�vsrt?8Gs' SCALE . . /,._�.�. .... DATE sueY..? /9 PLAN REFERENCE / S//aW�✓ ON /�L.99✓ 1�DOJC. ..13/ of s O,qG . . . ! 7. . . . . . . . . . . . . . . ?o EDW s 6 N EL LEY ^3 No.25100 v, QISTEP�O 1 CERTIFY THAT THE EX!.s77.�G.,�►!�!� 77.oti �4# 3�P�Er��m SHOWN ON THIS PLAN IS LOCATED ON THE GROUND d ►,,,_ ' AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF Qr97¢i►�esJ!i48.L�.. . . . .WHEN CONSTRUCTED. DATE Z. /9B¢ Tc�a GOC/GD REGISTERED LAND SURVEYdR Assessor's map and lot number ............................................ Bl>j- ,6113jr1pl- V,0SINE Sewage Permit.numb6r ................. ................. SEPTIC 33A"STABLE, House number ............................ ........ .................. SYSTEM O*AS& 26 INSTALLED IN CO k4U T TOWN' OF ,//BA-RNSW1 LE 5 A6911ML TOWIV BUILDIN II(SPKTOR APPLICATIONFOR PERMIT TO ......... . ... ........................... ..... . .10...... ........... . ......... ................................... TYPE OF CONSTRUCTION .. o... ............... ...............* IL ..................................................19........ TO THE INSPECTOR OF BUILDINGS: The under hereby applies for.a permit according to the follow�iAnginformaiion:: 111 LocationP-I( ...................... . ............................. ................ ........ Proposed Use 9, .......................... ..... Zoning District ..(Z .........F...............................................Fire District,/ ........ .............. e.V Name of OwneTr ....Se ....................... J.Av�vz(,...5........................................ Address ...../V Name of Builder ...P.......C.. �J...........Address .... .......................................................................... Name of Architect ....K.......(-T ..............Address ................. . Numberof Rooms ........ . .....................................................Foundation ...1.. ..... ..................................11................. Exierior .....�\)....... ... .......................................................Roofi ...........6.................................................... Floors ........&.... Interior ....... ............................................................ ................ Heating 4 ............... .................. ....................................Plumbing ............. ............ ...................................................... Fireplace .........................Approximate Cost ........ ................... .... ....... Definitive Plan Approved by Planning Ro6rd ----------------------------- 9wd -5,/. . ...... Area ............................ ... Diagram of Lot and Buildirig with Dime6sions Fee ............ ............ SUBJECT TO A P •OV AL OF BOARD OF HEALTH III SUBJECT OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of- B n a e r ing the above construction. Name .. ..... ...... . . ........................................ Construction Supervisor's License GC46'LD, TED No ..aUBA. Permit for ...1 z..StgrY............ .........S.i.n.gA.e... ly...Dwellin 9............ Location .... 3., 159 Plains Road - .. Wes .............. ................. Owner ....Ted...Gould ....................................... ....... ..... .. . .. Type of Construction .-FX:AMe............................ . ................................................................................ Plot ............................ Lot ................................ Permit Granted ...9 qjy..;11..................19 84 Date of Inspection/Z.7e:.R . ..................19 Date Completed ....... ..19 r Assessor's map. and lot number .......................................;:..... �0*1 ETo� p �uQ o Sewage Permit number .......:......... .. -5... ..:.............. , d 13ABH�9eTa LE, i House. number ............................ ....... ........... ....................... r •• Gp 1639. \0� p MAY M1 TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATIONFOR PERMIT TO ..................:..................................................................:....................................... TYPEOF CONSTRUCTION ..................................................................................................................................... .................................................19. ... TO THE INSPECTOR OF BUILDINGS: The unders g,ne hereby applies for a permit according to the following informat'on: 1�\ �.� \\\ Location ..1.., .a�1� .................... ..4..�... .... ...............� ...... ......,....... ...: �....... .............. ProposedUse .. .... !1n.R.. _.................................................................................... ...................... �!�..../................... Zoning District ............................................Fire District ...... . .. . ...._,:�./..�/:.......... I Nameof Owner .t. .... Address .....l. ....................... ... ......................:................ Name of Builder ..� .�.!.. .1 � '..........:Address .......... ..................................... ............ . Name of Architect �.J.... -�- 1 ..Address Number of Rooms ..... .....................................................Foundation .............../.. - ......................................:. Exterior .........................Roofing .... ............................................................................... Floors ........��jj��... v...^.....................................Interior / ............................................. ............................... .X... . i Heating � ...............�/ /�`.............................Plumbing ......�:...................................:................................ y ` Fireplace ..... :...............................................Approximate. Cost ......... .......C..`.....v.............A......... �� Definitive Plan Approved by Planning Board _____________________________19_______. Area ...................!f� Diagram of Lot and Building with Dimensions Fee // 7'—............ . ...................... SUBJECT TO APPROVAL OF BOARD OF HEALTH f . 3 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of h67 wn o Barns tab a regarding the above construction. Name .�A. ..................... Construction Supervisor's LicenseC...� .......�!... GOULD, TED A=152-28' No 26.6.a2..... Pennit for ..1�z..StorY.....:....... ,1 ......Siagle...Fani1Y...D?WQ.L ng............... he Location .....r.Lot...2.3.,....:.15�.9`...P.1 I 5...Road � .............tear. ......................... Owner .........T.ed...Gould.................................. Type of Construction .Ted Gould ................................................................................ Plot ....................... Lot ................................ Permit. Granted ...July 11, 84 19 Date of Inspection ....................................19 Date Completed .......................................19