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Home My WebLink About0170 SEABROOK ROAD l�� .�!�� /�� 1 � Town of Barnstable Building .•, Post,This Card So That rt�s�/isible;F,rom the Street;xApproved;Plans�Must beRetamed:on J,ob andthis-Card;.Must be�Ke t B ABLE', xP �.rq m a;.: 'j •r,w, v s ..., ;.� .,s� y z spy 2 639.'� Wohs�etered�aU 3Cn tey irl tFifiinca�alt,eIn°ospf.eOc.ctc>�ou`�n aHnacs�B°asze eRne..�', ua�rdee.d.. �s�u�ch� Permit Permit No. B-18-861 Applicant Name: Abraham Lemotte Approvals Date Issued: 05/03/2018 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 11/03/2018 Foundation: Location: 170 SEABROOK ROAD, HYANNIS �Map/Lot 307 027� Zoning District: RB Sheathing: Owner on Record: TANGHE, MICHAEL A m, x _ Contractor Narne ABRAHAM LEMOTTE Framing: 1 Address: 170 SEABROOK ROAD Contractor Li ense CS�109986 2 HYANNIS, MA 02601 a ::. Est Pr o�ject Cost: $ 10,000.00 Chimney: Description: to install a 5.5 kW DC roof-mounted solar photovoltai6system, Permit Fee: $ 101.00 using 22 solar PV panels at 250 kWh DC per pa el;with�one Insulation: inverter. Fee`P�aid $ 101.00 Date 5/3/2018 Final: Project Review Req: NEW ENGINEERING SUBMITTED 5/2/19; Y a 1 4 i <. 4 "+ ' ,� Plumbing/Gas k y r NN — � ifrr Ai w �u Rough Plumbing: $ " - Building Official Final Plumbing: h Gas: Rou This permit shall be deemed abandoned and invalid unless the work authorized by'th s permit is commenced within six onths of e ssuance. g All work authorized by this permit shall conform to the approved application and the,approved construction documenfor which this permit has been granted. 15�All construction,alterations and changes of use of any building and structures shall be in with the local zomngbylaw"sand codes. Final Gas: This permit shall be displayed in a location clearly visible from access street orwroadand shall be maintained open for,public inspection for the entire duration of the work until the completion of the same. e " Electrical �� Service: The Certificate of Occupancy will not be issued until all applicable signatures bytheBuildmgand'Fire Officials are provided on this permit Minimum of Five Call Inspections Required for All Construction Work.. F Rough: 1.Foundation or Fueling ,_..0 w 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ONL?.*v� 1150nAMU Sg�jj- G TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION l Map 307 Parcel Application(ZQdI Health Division Date Issued Conservation Division Application Feequ Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board K2. Historic - OKH _ Preservation / Hyannis Project Street Address i r1Q SeCL 6roo x nd. Village H 0,00'1S Owner ml(." e I Ps Address_ e/ 02C01 Telephone 7rlt 3 Permit Request � . 5K0 PV SeLAm- n 250h C! 6L Ennha 5e 61),eA 60 — 2,C.L - S Z �4 , goof J�t.Dc?nf Su..1e.nti, Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 4.35 D,— Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes LLNo On Old King's Highway: ❑Yes )CNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ),Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/ al stove``0 Y s 0 No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: d°e sting ❑-rleweZize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ f= Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER R HOMEOWNER) Name 0J'/b0L/1k Telephone Number .508 an g 50 D Address P 0 License # CS 0-56q/ 3 1k A Home Improvement Contractor# Worker's Compensation # LtIC 5 -3 IS-3 7854]-O Z ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I 30h &&„4-)'cW CIqV Lir . SIGNATURE DATE ��/"Z"/12" '` FOR OFFICIAL USE ONLY APPLICATION# - ' DATEISSUED 7. MAP/PARCEL NO. ADDRESS VILLAGE OWNER t DATE OF INSPECTION: , .f FOUNDATION FRAME ` INSULATION r FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL / t GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT T i ASSOCIATION PLAN NO. a f J. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations a ' 600 Washington Street �.a Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information 1 Please Print Legibly L � (i Name(Business/Organization/Individual): Jen, ( Ak & LA t LI-C Address: 17 Jan Se h2AL a.tv 6A 2-- City/State/Zip:Ao d& CL JUt} 02S(,3 Phone.#: 506 - 8.3 3- q 500 Are you an employer?Check the appropriate box: Type of project(required):. 1.ZI am a e to er with /0 4. ❑ I am a general contractor and I Y 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition workin for me in an capacity. employees and have workers' g Y P tY• �. 9. ❑Building addition [No workers'comp.insurance comp.insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.N 'Aflej Other SO comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. TContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the subcontractors 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. p p Insurance Company Name: Policy#or Self-ins.Lic.M (/t1 C 2 3.I S 0// Expiration Date: 6 1115 dob..Site Address: � /� City/State/Zip: 0 � Attach a copy of the workers'compensation policy declaration page(showing the policy nu er 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 Investijzations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties ofperjury that the information provided above is true and correct. Signature: Date: !t7 d- _ p /�-- Phone#: 0 8-8 3 3- 1 S.8'D Official use only. Do not write is 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 t 6.Other Contact Person: Phone#: _ 0 ,a►`oRo® CERTIFICATE OF LIABILITY INSURANCE 10/22/2o 2 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: ISANDWICH MA 02563- 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 FLAVE BEEN REDUCED BY PAID CLAIMS. INSR OD'L POLICY EFFECTIVE POLICY EXPIRATION LTR INSRE) TYPE OF INSURANCE POLICY NUMBER DATEIMMIDDIYYYYI DATEfMIWOD1YYYYI LIMITS A GENERAL LIABILITY DHN9478699 03/09/2012. 03/09/2013 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE To RENTED / / / / PREMISES Ea occurrence $ 1,000,000 CLAIMS MADE I-xi OCCUR / / / / MED EXP(Any one person) $ 10,000 PERSONAL 8 ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: / / / / PRODUCTS-COMP/OP AGG $ 2 000 000 X 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 $ NON-OWNED AUTOS / If If / (Per accident) PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY / / / / AUTO ONLY-EA ACCIDENT $ _ ANY AUTO / / / / OTHER THAN EA ACC $ / AUTO ONLY: AGG $ A EXCESS I UMBRELLA LIABILITY OHN9478699 03/09/2012 03/09/2013 EACH OCCURRENCE $ 1,000,000 X1 OCCUR CLAIMS MADE / / / / AGGREGATE $ 1,000,000 If / $ DEDUCTIBLE / / / / $ X RETENTION $ 0 $ B WORKERS COMPENSATION C2-31S-378547-012 06/15/2012 06/15/2013 X TORYLIMIfS1 I ER AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETORIPARTNER/EXECUTIVE / If / If E.L.EACH ACCIDENT. $ 500,000 OFFICER/MEMBER EXCLUDED? ❑Y (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 I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS 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 MICHAEL TANGHE IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 170 SEABROOK RD REPRESENTATIVES. AUTHORIZED REPRESENTATIVEANNIS MA 02601- Hlq ACORD 25(2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025(200901) The ACORD name and logo are registered marks of ACORD s Massachusetts-Department of Public Safety 4\ y Board of Building Regulations and,Standards ({sun�tru�tiun�5lil,cm�is�er .r =°`� License:CS-005813 WILLIAM M SULIVAN PO BOX 63 ,z .' NO EASTHAM M 0 A v2�651*t a+ 3 �,•L..IJ� i�s'�`` Expiration Commissioner .01/03/2014 s x r. Off ce o Consumer Affairs&B&usVinesas Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improven epWontractor Registration Registration: 166151 !t Type: Supplement Card BLUE SELENIUM SOLAR LLC i'i Expiration: 4/29/2014 r . � �- WILLIAM SULLIVAN ? ' W >t 17 JAN SEBASTIAN DRIVE SUITE-1.2` SANDWICH, MA 021563 ` 4= we; �=-•';.fib-{.FS fig:' . lr� 4•.',.,,,�.�';�.-� jam! q Y /R'/ yv ' Update Address and return card.Mark reason for change. ~- '~ SCA 1 Ct 20M-05111 Address Ej Renewal Employment Ej Lost Card - V>� tQQ7➢7/I)2C✓/'elIIP.CLGL12 o�U!/Gfl6QCLCfL'C� Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation egistratiop_1`66.1k Type' 10 Park Plaza-Suite 5170 ExpiratiorJ 2g/20tA Supplement ::ard Boston,MA 02116 BLUE SELENIUM 5010Tt1 LE 3 _ `, WILLIAM SULLIVAN?, t1 i 17 JAN SEBASTIAN DRIVE 8017E SANDWICH,MA 02563 Undersecretary Not valid without signature i A I ♦ �VUE Town of Barnstable Regulatory Services BALMSTABKAS&g Thomas F.Geiler,Director 16.19• �0 A Building Division Tom Perry,Building Commissioner , 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize o/ fl I a xk to act on my behalf, in all matters relative to work authorized by this building peitnit: i 7o Sea6rooK AJ.; npi 'S ► 02&0 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are-performed and accepted. ignature of O ne Signature of Applicant &/A, Gt�tti, Print Name Print Name /2- Date Q:FORMS;OWNERPEFMISSIONPOOLS 6/2012 �TME r Town of Barnstable Regulatory Services BARNSTABLE, : Thomas F.Geiler,Director 16 •�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number, street. village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as 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 permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other. applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to.do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that fie/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt o Blue Selenium Solar, Inc® Go Green with Blue October 23,2012 Town of Barnstable 200 Main St. Hyannis, MA 02601 Building Commissioner—Tom Perry Ph:508-508-862-4038 Fax:508-790-6230 Dear Mr Commissioner, Attached is support documentation as a part of Blue Selenium Solar,LLC applying for a building permit to install solar panels at the residence of Michael Tanghe at 170 Seabrook Ave., Hyannis, MA 02601. 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 17 Jan Sebastian Drive,Suite 12 Tel:508-833-9500 Sandwich, MA 02563 Fax:508-888-2966 E-mail: info@biuesel.com www.bluesel.com o Blue Selenium Solar, Inc° Cf Go Green with BlueTm r (rV TABLE OF CONTENTS: Page 1 Copy of signature page of permit application Page 2 Town of Barnstable Regulatory Services 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, 10 Assessment Record & Map Serve Page 11 Google Map, 170 Seabrook Rd., Hyannis, MA 02601 Page 12A& B Layout drawings of solar array on roof Page 13—17 SnapNrack Series 100—2012 Page 18 TRA-Mage Flashing Page 19 TRA-Mage Solar Mount L Base Page 20-21 Screws-roof attachment, mfr:Simpson, model: SDS25412 (1/4"x 4-1/2" long) Page 22&23 Solar panel manufacture's literature/brochure, Mfr: Mage Solar 250W 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 Qa- Q � G Q Loop Up Print Page 1 of 3 . Owner Information-Map.Block/Lot: 307/027/-Use Code: 1010 Owner Map/Block/Lot r 3 GIS MAPS 07/027/ . TANGHE,MICHAEL A Property Address " Owner Name as of 1/1/12 170 SEABROOK ROAD 170 SEABROOK ROAD HYANNIS,MA. 02601 Co-Owner Name Village: Hyannis Town Sewer At Address:No . Assessed Values 2012-Map/Block/Lot: 307/027/-Use Code: 1010 2012 Appraised Value 2012 Assessed Value Past Comparisons Building $ 79,000 $ 79,000 Year Total Assessed V Value: Extra $ 17,700 $ 17,700 2011 -$222,400 Features: 2010 - $222,400 Outbuildings: $ 13,100 $ 13,100 . 2009 - $274,000 Land Value: $ 105,700 $ 105,700 2008- $284,700 2007 - $284,100 2012 Totals $215,500 $215,500 2006 -$291,100 Residential Exemption Received=$88,785 . Tax Information 2012-Map/Block/Lot: 307/027/-Use Code: 1010 Taxes Hyannis FD Tax(Residential). $482.72 Community Preservation Act Tax$32.01 Town Tax(Residential) $ 1,066.94 $ 1,581.67 Fiscal Year 2012 TAX RATES HERE . Sales History-Map/Block/Lot: 307/027/-Use Code: 1010 History: Owner: Sale Date Book/Page: Sale Price: TANGHE,MICHAEL A 11/30/1998 11877/322 $95500 DIAMOND,JONATHAN TR 11/4/1998 11815/11 $0 DIAMOND,THELMA TR 7/5/1991 7602/033 $0 DIAMOND,THELMA TR 6/10/1991 7564/204 $0 DIAMOND,ISRAEL TR 5/23/1988 6270/099 $1 DIAMOND,ISRAEL&THELMA 5/29/1967 1367/376 $0 o Photos 307/027/-Use Coyle: 1010 http://www.towri.bamstable.ma.us/Assessing/printl2.asp?searchparcel=307027 10/22/2012 Loop Up Print Page 2 of 3 ' � F . Sketches-Map/Block/Lot: 307/027/-Use Code: 1010 4 g 1 BMT 17 1,. 1 25 „4 WDK. 1 17 As Built Cards:Click card#to view: Card#1 . Constructions Details-Map/Block/Lot:307/027/-Use Code: 1010 Building Details Land Building value $ 79,000 Bedrooms 2 Bedrooms USE CODE 1010 Total Improvements Value $105,268 Bathrooms 1 Full Lot Size(Acres) 0.36 Model Residential Total Rooms 5 Appraised Value $ 105 Style Cape Cod Heat Fuel Oil Assessed Value $ 10_` Grade Average Heat Type Hot Water Year Built 1920 AC Type None Effective depreciation 25 Interior Floors Pine/Soft Wood Stories 1 Story w/U A Interior Walls Drywall Living Area sq/ft 1,006 Exterior Walls Wood Shingle Gross Area sq/ft 2,250 Roof Structure Gable/Hip Roof Cover Asph/F GIs/Cmp . Outbuildings&Extra Features-Map/Block/Lot: 307/027/-Use Code: 1010 Code Description Units/SQ ft Appraised Value Assessed Value BMT Basement-Unfinished 1006 $ 17,700 $ 17,'700 WDCK Wood decking 238 $2,000 $2,000 w/railings FGR2 Garage-Avg-Wd 480 $ 11,100 $ 11,100 Shingle http://www.town.bamstable.ma.us/Assessing/printl2.asp?searchparcel=307027 10/22/2012 Map p Page 1 of 1 Town of Barnstable Geographic Information System New search Home Help ParceylyViewer Custom Map Abutters Map Size [3 Zoom Out®a fl u n u n Q®In �• „----I Ih; is 9_3PG Map: 307 Parcel: 027 Full Property E 7038 0 Location: 170 SEABROOK ROAD Info LN.. Dli:] 149 0171 a 183 alas Owner: TANGHE,MICHAEL A Location Information afaaaaaxau I Map&Parcel 307027 Location 170 SEABROOK ROAD 3o702s Acreage 0.36 acres = a217 Current Owner W.. ;3.0102118 � Mailing Address TANGHE,MICHAEL A a 130 a 158 307027 170 SEABROOK ROAD 9170 0221 rE HYANNIS,MA 02601 a 221 - Appraised Value(FY 2012) Extra Features $17,700. ® i 367024 Out Buildings $13,100 9227 Land $105,700 Buildings $79,000 3o7o1e— Total Appraised $215,500 307M i 0720D P71 032 acre 30 A 30702 a 231 ssessed Value(FY 2012) Extra 1 z31 a22 I Out B I dings $13,100 � $t ` 307022Chl Land $105,700 a8 Buildings $79,000 - , Total Assessed $215,500 Set Scale 1"= 71 I Aerial P�otos I MAP DISCLAIMER Copyright 2005.2010 Town of Barnstable,MA An rights reserved.Send questions or comments to GIS BarnstableMA v1.2.4672[Production] http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=307027&mapparback=307027 10/22/2612 ' jj"httpz!(maps.google.com,�mapsihl=enFitab=wI - - Q- �,C X. �� p YO 170 Seabrook Rd.Flyannis,...X File Edit Yew F-erites Tools Help , - nstarinterconnection Sim... - n » " 1`d� p PowerClerk Sign-in®Google(2)�Massachusetts Departure... ,�Bank of Amenca Online B... Y.,http--wwwsrectmde.com_. �salesforcucom•Custome"-.Q Enphaze Energy•Enlighte... ®Google r,}SolrenYew`" � � ® •1::; rl!.1�- Page• Safety• ioolt� Documents GOOgle 170 Seabrook Rd.•Hyannis,MA 02601 FtO sign n 6. +... "•1 r, - _r } a 1 rWi� ., P., c r �1► r E .r xtr$ �. aw+ 4� ti Yam.. _ �, �• �t Si st.�r -'� .� b � Y rY',,. q E �rsF � Map • e ,[ ;�. a +.' R' J : Fi- X -' 'M'_a. Traffic V �a j LIL � +3,. � {��`� � .;,:. '�„ h • • -« f •.y' r, - �",�5 � - ph; �y "" Tom. .FW'r h-r � � }1' �� '„•�.�. l"f� '� �i'�. ` ��s :� 1�7"P'.. I•�;l. +t; o. '��* 1.,. � E •i 7 �+ Z cc {,�` s 11 .j 1 ✓7+}I'.. er - ♦M kk '�if ; T �` x. y rr 1 IJe t. a`4 .+'� � r+{•++•� ' _ '+.;: � "` ,sue '+.•.. ; e� �..__sir. IT w ,, `�." r t"r"�' - }:`•.. �.'Y. S- i a r eaaocooyermrvax,.. zpn.aoacra R �100% Fill Michael Tanghe 774-368-0019 mtanghe@bluesel.com 170 Seabrook Rd. Hyannis, MA 02601 • I.. 4 � � �Alrs C 3 Ir LT. A' i d s, RESIDENTIAL satin PHOTOVOLTAIC INSTALLATION: 170 SEA.MA ROAD HY , - NYANN6,MA 02801 �• ROOF INFORMATION: 'S ` ° 'A•' ` +'•n '4,� V� 'III - . ALM tN 1b " ;. BLUE SELENIUM SOLAR,LLC EST PROD-1.sl31 KIMI/TRQ n MNeaAawN Dane.aua a euoaot aA teem (USING PVWATTS 2 YATN NO SHADING) ^ OaNav-mm 7OWI1 OF BAIIisTABIESo-m- s IVA mom:W v a ammo 0 WINO SPEED III)MPN - "'� , SNOW LOAD-w PSF MICHAEL — 170 SEABROOK ROAD 00819 00 �, 4 w7adr.`sear e. REVISIONS: - r rr-Atr uo ndBd� M0. OA7! I BY I Evi f '-7r - SOLAR PHOTOVOLTAIC MODULES SOLAR THERMAL PANEL SUPPORT RAIL(3 PLACES ARRAY OF 6 MODULES 2E-4FT X 8 FT WFR. UNISTRUT SHOYM FOR REFERENCE WEIGHT-130 LBS PN& Pt000T-HO ` V '-7r �TO DE INSTALLED AT A LATER DATE 10'-11r 2X6 RAFTERS SHOWN IN ACTUAL LOCATIONS REFERENCE NOMINALLY SPACED AT 16" SUPPORT FOOT WITH INTEGRAL FLASHING (9 PCS USED FOR SUPPORT) NOTE EACH SUPPORT FOOT IS SECURED WITH TWO 8/18-LAG SOLT LENGTH-4 INCHES SOLARHERM TAL PANEL SIZE-IFT X B FT WEIGHT-130 LOS r-r . RESIDENTIAL SOUR - PHOTOVOLTAIC INSTALLATION: MICHAEL TANGHE - 170 SEABROOK ROAD, HYANNIS.MA 02M - ROOF MFORMATION: 6 MODULES X 280W-1.5 KW ALMUTH-177' ROOF PITCH51 (33.69R BLUE SELENIUM SOLAR,LLC EST PRODPROD-1.951 KWN/YR O% - (USING PVWATTS 2 WITH NO SHADING) 17 AN S 12.SAMMKK M 001M - TOWN OF BARNSTABLE WIND SPEED-110 MPH BRAIN M MT DAM 10-10-14 WAS N/A I 2Mn s BP 2 mma c SNOW LOAD-30 PSF - Me Nlo IwaLB-H�v MICHAEL — 170 SEABROOK ROAD 00619-0 13 Friday,June 01,2012 SnapNrack- . Norman SnapNrack PV Mounting System 775 Fiero Lane, Suite 200 San Luis Obispo,CA 93401 Scheel Series 100 Roof Mount Summary Letter To Whom It May Concern, Structural This letter is to clarify that we have performed calculations for the 100 series roof mount PV system based on the information provided by SnapNrack. Included with this letter is the report and calculations. The calculations were done in accordance with the 2009 IBC, ASCE 7-05, 2005 NDS, and guidelines Engin.eer stated in the Solar America Board for Codes and Standards. For some of the components the SnapNrack test data was used to determine Fair Sunrise Blvd.Fair Oaks,CA 95628 capacity and section properties of materials. The test data was collected using (916)536-9585 the procedures outlined in the 2009 IBC Chapter 17. (916)536.0260(fax) 1989-2012 The calculations were performed for the following wind, seismic, and'snow load 23 years ofetceNence combinations and building parameters. • ASCE 7-05 wind speeds from 85 mph to 150 for B and C exposure categories a ASCE 7-05 Seismic Design Category E a ASCE 7-05 Snow Loads up to 120 psf ground snow Norman Scheel,S.E. a Buildings with mean roof heights up to 60 foot tilt angles /roof pitches LEED AP BD+C from 0.degrees to 60 degrees. LEED AP Homes Fellow—SEAOC FcilGw-ASCE In our opinion the mounting system as outlined in the SnapNrack Series 100 PV E-mail:narniftsse.cam Mounting System Code Compliant Installation Manual 2012 is acceptable and Rob Coon meets the loading requirements as stated above. See report and calculations General Mager E-mail:m6ronnnnssaw included wit_i this letter - m Steve Smith P.E. If there'are an Project Manager y further questions,please contact Norm Scheel. E-mail:stLvesmiQi(Pnsscxoin Steven Cooksey CAD Supervisor E-mail:steyrtnsse.ccnn o� Man Manager m or an Norman Scheel PE, SE c eta E-mail:ia_cLic(a).na-se.cum LEED-AP BD+C,LEED-AP Homes Fellow SEAOC TRUC'NRAL FellowA.S.C.E. 4 N0.36044 C rstta ��rowa>,ca6� Series 100 SnapNrack'. Structural Report and Calculations PV Mounting stet .Structural Report and Calculations Series 100 : Roof Mount For SnapNrack 775 Fiero Lane, Suite 200 San Luis Obispo, CA 93401 Prepared By Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks,CA 95628 (916) 536-9585 Apri126, 2012 NSSE .5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page 2 is Series 100 Structural Report and Calculations SnlapNrack, . P Mounting Systerm Table of Contents Section Page Cover Letter 1 Summary Report 2 to 11 Building Department Support Calculations Calculations 0 to 30 ft. Mean Roof Height C1 to C15 Wind Calculations Velocity Pressures&MFRS Cl Component and Cladding C3 Seismic Calculations C7 Snow Loads C8 Rail Properties C9 65"PV Panel Connection to Rail C10 78"PV Panel Connection to Rail C11 Lag Bolt Connection to Roof C 12 Rail Span Chart 0/12 to 4/12 Slope C13 Rail Span Chart 4/12 to 9/12 Slope C14 Rail Span Chart 9/12 to 12/12 Slope C15 Building Department Support Calculations Calculations 30 to 60:ft. Mean Roof Height C16 to C30 Wind Calculations Velocity Pressures&MFRS C16 Component and Cladding C18 Seismic Calculations C22 Snow Loads C23 Rail Properties C24 65"PV Panel Connection to Rail C25 78"PV Panel Connection to Rail C26 Lag Bolt Connection to Roof C27 Rail Span Chart 0/12 to 4/12 Slope C28 Rail Span Chart 4/12 to 9/12 Slope C29 r Rail Span Chart 9/12 to 12/12 Slope C30 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page 3 u Series 100 SnapNrack Structural Report and Calculations PV Mounting Systems Introduction This summary letter is in reference to the Structural Calculation Packet for the SnapNrack Series 100 Mounting System, dated 4/12/2012. The calculations have been performed in accordance with the 2009 International Building Code (IBC). The_racking system has been designed to withstand code-prescribed forces due to the racking system's own weight, the weight of the solar panels, snow loads, and wind forces and seismic' forces. Rail Spans The main Rail (standard rails) support the PV panels. They are supported by standoff hardware which attaches them to the roof structure at the following center spacing's; 8'- 0", 6%0", 4'-0"or 2'=011 . - The rail spans are determined based on wind exposure, building height, tilt angle, and snow loading. See tables IA, 1B, 1C, and 1D for rail spans based on mean roof heights up to 30 ft. For mean roof heights between 31 ft and 60 ft see tables IE, 1F, 1G, and IH in this summary report. Table I A Rail Spans for Roof Slopes and Tilt.Angles V to 190(Mean Roof Height Oft to 3011) Wind Load Fg 85 90 95 100 105 110 115 120 125 130 135 140 145 150 0 8 8 8 6 6 6 6 6 6 4 .4, 4.,y 4 4 c 10 8 8 8 6 6 6 6 6 6 4 4 4. 4 4 d 20 6 6 6 6 6 >; 6 6 6 `6 4 4 4 4 4 3 30 6 6 6 6 6 6 6 6 6 4 4 4 4 4 3 40 4 '.4 4 4. 4 4 4 4 4 4 4 4 4 4 0 c Cl) 50 4 4 4 4 4 4 4 4 4 4 4. 4 4 4 v I e 60 4 4, 4 4, 4 4 4 4 4 4 4 4 4 4 tj 70 4 4 4 4 4 4 4 4 4 4 4 4 4 4 80 4 4 4 4 1 4 1 4 4 4 4 4 4 4 4 4 100 2 2 2 2 2 2 2 2 2 2 2 2 2 2 120 2 2 2 2 2 2 2 2 2 2 21 2 2 2 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page 4 /7 Table I B Rail Spans for Roof Slopes and Tilt Angles 20'to 30'(Mean Roof Height Oft to 306) Wind Load Ps 85 90 95 100 105 110 115 120 125 130 135 140 145 150 0 8 8 8 8 8 8 '8 8 6 6 6. 6 6 6 10 8 8 8 8 8 8 8 8 6 6 6 6 6 6 c 20 6 6 6 6 6 6 6 6 6 6 6 6 6 6 30 6 6 6 6 6 6 6 6 6 6 6 6 6 6 3 40 4 4 4 4 . 4 4 4 4 4 4 4 4 4 4 0 50 4t44 4 4 4 4 4 4 4 4 4 4 4 60 4t22 4 4 4 4. 4 4 44 4 4 70 4 44 4 4 4 4 4 4 4 4 80 4 4 4. 4 4 4 4 4 4 4_ 4 100 2 2 2 2 2 2 2 2 2 2 2 120 2 2 2 2 2 2 2 2 2 2 2 Table IC Fail Spans for Roof Slopes and Tilt Angles 310 to 0o(Mean'Roof Height Oft to 30ft) t Wind Load Pg 85 90 95 100 105 110 115 120 125 130 135 140 145 150 0 8 8 8 8 8 8 8 8 8 6 6 6 6 6 10 8 8 8 8 8 8 8 8 8 6 6 6 6 6 M 20 6 6 6 6 6 6 6 6 6 6 6 6 6 6 30 6 6 6 6 6 6 6 6 _ 6 6 6, 6 1 6 6 3 40 4 4 4 4 4 4 4 4 4 4 4 4. 4 4 rn 50 4 4 4 4 4 4 4 4 4 4 4 4 4 4 M 60 4 4 4 4 4 4 4 4 4 4 4 4 4 4 c7 70 4 4 4 4 4 4 4 4 4 4 4 4 4 4 80 4 4 4 4 4 4 4 4 4 4 .4 4 4 4 100 2 2 2 2 2 2 2 2 2 2 2 2 2 2 120 2. 2 2 2 2 2 1 2 1 2 2 2 2 2 2 2 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page 5 /d ROOF ACCESSORY SYSTEMS TEGRA SOLAR MOUNTING SYSTEMS — M _ U� O 4.00 _ 1.69 VARIES* 5.0LO Length depends on roofing material type and exposure. Flashing must be installed in accordance with standard local and national building codes. 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'fears(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 ' e f r ROOF ACCESSORY SYSTEMS TEGRA SOLAR MOUNTING SYSTEMS O • � �]O �Jo��D • � D CD — [71-7 in N 3.50" 1.57" 1.50" 0.88" O c Material 6063 T66 Aluminium Finishes Mill finish Allowable Load(lbs) Uplift:400 Downforce:400 Shear:180 Companion Parts Simpson SDS 1/4"Fastener;L=3.5",4.5",6"(SDS25312-5S,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(22x65,40x40,40x60)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 OTRA-MAGE,Inc.,2010 PH: (800)606-8980 sun.tra-mage.com �d 3/18/2011 SDS&SD Wood Screws vwwv.strongtie.com e SDS & SD Wood Screws The Simpson Strong-Tie® Strong-Drives 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 I applications. The new SDS is improved with a patented easy driving 4CUTTm tip and a corrosion resistant double-barrier coating. t 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®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 include stainless-steel SDS screws in 1 1/2"to 3 1/2"lengths,suitable for fastening Simpson Strong-Tie stainless-steel products.Offering the same easy-driving,split- it reducing installation of the standard SDS screw,these screws are made from type 316 stainless steel.The new stainless-steel SDS screws are appropriate for higher- exposure environments where maximum corrosion-resistance is required. Finish: SDS - New double-barrier coating. SDS 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. WARNING:Industry studies show that hardened fasteners can experience performance 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 SIDS&SD Wood Screws Also see Simpson $trong-Tie Connector Selector software. Gallery: .top roll over images below to see larger image S3 SDS1/4"x3" Identification The 4CUTtip SD8x1.25 US Patents on all SDS reduces (Not for 6,109,850; screw heads installation structural 5,897,280; (SDS1/4"x3" torque and applications- �� Pes , s• i5C10i• a• 5b1S1>s 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 Atop DThese products are available w ith additional corrosion protection.Additional products on this page may also be available w ith this optior,check w ith Simpson Strong-Tie for details. SDS and SD Wood Screws bF/SP Allowable Loads` `SPF/HF Allowable loads' Size Model Thread Fasteners ' Shear(100), Withdrawal' Shear1100) Withdrawal' (in.) No. Length per,a Wood Side Plate' Steel Side Plate (100) Wood Side Plate's Steel Side Plate (100) pn J Carton 1'Y." 14 ga& 10ga or Wood or Steel 11d" 14 ga& 10 ga or Woad or Steel 1 * SCL 16 ga .12 ga Greater Side Plate 114" SPF LVIL ga 12 ga Greater Side Plate IV--x 1 y k SDSx1.2541 — — — 50 50 50 — — — 45 45 1 45 — 01'/.x t h SDS25112 1 1 1 1506 — — 250 250 250 1 170 - 1186 f 180 F180 120 ®} IA x 2 SDS25200 1't. 1300 .250 290 290 215 T -- 180 210 l 210 150 Dj%x 2�7r SDS25212 1'h 1 1100 A0 2501 390 420 255 135 — 180 280 1 300 180 01%x 3 I SOS25300 1 2 C 950 280 — 2501 420 420 345 200 — 180 300 300 240 DY'/,x3'' SDS25312 21A j 900 340 ] 340 250) 420 420 ( 385 245 245 180 300 300 270 ~b �=r.4% SOS254t2 2'/ 800 350 340 k 25d 1 420 420 475 250 1 245 180 300 300 330 ®)Yx5x5 �SOS25600C 2Y, $00 350 340 I250 d2(l �120 1 475 40 245 180 300 3g0 330 [� /x 6 SDS25600 3'/ 600 350 R4-01250 40 2�a0 420 420 560 250 245 t8Q 300 3 00 395 EX 1%x 8 SOS25800 314 I 400 3501 420 1, 420 560 1 250 245 190 300 300. F 395 Stainless-Steel SDS Wood Screws strongtie.com/products/.../screws.asp 2/4 S rR MAGE® PHOTOVOLTAIC MODULES SOLAR MADE POWERTEC@ PLUS 250/ 6 MNCS Number of Cells:60 Solar Cell Type:monocrystalline Power class:250 Wp Cell Efficiency:18.71% rr PO, jA of m este (IMAGEmp POWERTEEC' PLUS OUAL\� More Power More Quality More Security MAGE POWERTEC®PLUS modules use a The 10-year product warranty far Due to their engineered hollow section monocrystalline cell technology with a surpasses industry standards. MAGE frame and 3.2 mm (013 in) special module efficiency of up to 15.62%. POWERTEC° PLUS modules go far solar glass, MAGE POWERTEC®PLUS Allowable tolerances of up to+5watts beyond competitors' standards with modules meet maximum demands guarantee maximum power without the oadded guarantee that they'll produce with regard to stability and corrosion compromise.The nominal power is 90/ooftheirnominal powerfor 12 years resistance.The high-quality EVA foil always obtained or even exceeded. and 80%for 30 years.That is three full allows ideal embedding of the solar decades of reassurance. cells,while the weatherproof foil on the back of the modules protects against Certifications according to the most humidity. rigorous North American and international standards guarantee To avoid overheating of the individual maximum quality. solar cells(hot-spot effect),a junction In addition, every MAGE POWERTEC° box with bypass diodes is placed on PLUS module passes rigorous optical, the back of the module.In addition,the mechanical, and electrical quality extremely robust modules resist a controls. maximum pressure of 5,400 Pa/113 psf. WATTS ^ YEAR YEAR 90% �.. 7� w,YEAR 80% j POSITIVE € �lU' gPRODUCT POWER iPOWER 1 TOLERANCES =: WARRANTY GUARANTEE �� GUARANTEE MAGE SOLAR PROJECTS,INC. 720 Industrial Boulevard Dublin,Georgia 31021 USA +1(877) 311 6243 Toll-free +1(478)609 6640 Main Office +1(478)275 7685 Fax info@magesolar.com M A G E G R O U P www.magesolar.com ap db MAGF PHOTOVOLTAIC MODULES SOLAR MAGE POWERTEC° PLUS 250/ 6 MNCS Electrical Characteristics* 250/6 MNCS Technical Facts 250/6 MNCS P a. Number of Cells(Matrix) 60(6 x 10) Maximum Power Rating lWp] 250 Solar Cell Type monocrystalline Tolerance of Pma, P[Wp) -0/+5 Solar Cell Size(mm) 156 x 156 Maximum Power Voltage of Pma, Um,p[V] 30.00 - Solar Cell Size(in) 6 x 6 Maximum Power Current P_ Impp[A] 8.35 Dimensions[L x W x H" Short Circuit Current Isc[A) 8.85 mm] 1630 x 982 x 46 Open Circuit Voltage 1-10c M 37.50 Dimensions[Lx W x H in] 64.17 x 38.66 x 1.81 Maximum System Voltage M 600 Weight[kg] 18.80 Maximum Series Fuse 15 A Weight[lbs] 41.45 *STC @ 25°C,1000 W/m',AM 1.5 Thermal Characteristics 250/6 MNCS NOCT loci +47 t2 Efficiency 250/6 MNCS Temperature Coefficient lec[%/K) +0.04 Cell[%] # 18.71 ` Temperature Coefficient U0c[%/K] -0.32 Module[%] 15.62 Temperature Coefficient P—[%/K] -0.43 E F.. o E 0 G E n O 0 O M 7 r n Dr� --------- - ------- 7-1E _ w o E r n Eto Ln m to Lei Ln E E a E E 0 fi E v m r E m c� N m c i I _ o 37.28°(947mm) -� 38.66"(982m rn) z w_ UL1703 0 ii 0 0 ID O TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION a�p - plidd o'. VS 6 vz2 _.- Health Division Date Issued Conservation Divisi 6n -Application Fe Planning'Dept, Permit Fee L Date Definitive,Plan Approved by Planning Board Historic - OKH Preservation Hyannis ,-Prb _8_-tr—eeT-A-d`d`rq s`sz—�— 1'10 5e4 broo k Rd Tct Village -H 4An 9 C!:�9n_e Z __� t c-k ae,I A 'laviq ke- i )kd-dress--_P Se-a 10 brvo: k Rd 1� 0 Telephones 'lq. 4 - No A- 100 1 'Ch,+ -,Cie r] MOK; so lAr +k er' ,,P,e..e�uest-_,, ,rmit.R n n e- 0 A cvof hok40_ Th em wN 6 e- i �1 Y�10L,(Vt 51 Vf( N04 7�,Q(-I A q 9 0 LJ U Squ are feet: 1st 1 floor: existing—proposed 2nd floor: existing proposed Total new Zoning District; Flood Plain roundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: L3 Yes' L3 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family L3 Multi-Family(# units) Age of Existing Structure J'qzo Historic House: LJ Yes LJ No On Old King's Highway: LJ Yes LJ No Basement Type: Ll Full LJ Crawl LJ Walkout 0 Other V7, CfA,1,,0 Basement Finished Area(sq.ft.)* Basement Unfinished Area (sq.ft) 19VO Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count not including baths): existing new First Floor Room Count Heat Type and Fuel: Ll Gas &/Oil LJ Electric U Other Central Air: L3 Yes ZN o Fireplaces: Existing Q New Existing wood/coal stove: LJ Yes 240 Detached garage:IS/existing Unew size-7-Pool: 0 existing Unew size Barn: Llexisting Unew size Attached garage: LJ existing Unew size —Shed: Z1 existing Unew size Other: Zoning Board of Appeals Authorization Ll Appeal # Recorde d LJ C7 Commercial Q Yes Ll No If yes, site plan review# Current Use Proposed Use C5 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 00 rn Name —Ke-kiled 4 . 1A"qate Telephone Number -74 368-0q)9 Address I�O SWbtook 'Kd License # P 0, 90X Home Improvement Contractor# Vol 17 ri I'S o MA 026r,,0( Worker's Compensation # I ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE J�045;� 7_�_,44&== DATE Ocf, 20° 4 200J _ FOR OFFICIAL USE ONLY APPLICATION# ti DATE ISSUED k 3_. MAP/PARCEL NO. ADDRESS VILLAGE I . OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION '. FIREPLACE ELECTRICAL: ROUGH FINAL I,* PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 'I. FINAL BUILDING DATE CLOSED OUT 'i ASSOCIATION PLAN NO. t r_; The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information /� --�^ Please Print Legibly N� aTne ss/Organization/Individual): t C]'I G� f l ra.,Jt , Address: 170 Seabrook- Ad City/State/Zip:,�P_ R m v!iS t4A 02(®0 1 Phone#: -77 'U08 " 00 19 Are you an employer?theck the appropriate box: Type of project(required): 1.❑ I am a employer with 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 working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance. 9. ❑ Building addition required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions _Lam a=homeowner.doing all_work officers have exercised their I LEJ Plumbing repairs or additions mysel£4[No workeis' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t' c. 152, §1(4),and we have no ` employees. [No workers' 13.�_O,thert '�h—Nr—�'tl l comp. insurance required.] P}gvl,h��v1Te•� Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 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 up to$1,500.00 and/or one-y.-ar 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 certify under the pains andpenalties ofperjury that the information provided above is true and correct ,: ®® Si nature: M Date: _ c Phone#: 1 1 0 1 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,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 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 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 02.111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax# 617-727-7749 www.mass.gov/dia Town of Barnstable THE r, Regulatory Services BAms-rAELF Thomas F. Geiler,Director MASS. �P t6.1 `��' Building Division rfn►uj" Tom Perry,Building Commissioner 200 Main-Street, Hyannis,MA 02601 _. www.town.barnstable.ma.us Officer 508-862-4038 Fax: 508-790-6230 HOMEOWNER INCENSE EXEMPTION Please Print O c�ic D �Q JOB LOCATION: P1� , f i.9A tit r! S_ number street village _ � y A p p _ "HOMEEOWNER'.': . '_)1cj4 ?@ A a of 4e 774-366-oD 19 5'08-56a-2f 5 name ° rav home phone# work phone# CURRENT MAILING� �S: I: 0• �1� GI�p 1 . i,tDKh S MA ol .01 try/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as 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 constrttcts 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 permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that.he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. —0 x �', ;, Z. 5�� . Signature of Homeow c pprovalfiof 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.G 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 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a parson(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they an assuming the responsibilities of a supervisor(see Appendix Q. Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a.form currently used by several towns. You may care t amend and adopt such a forrn/certifmcation for use in your community. Q:forms:homcexcmpt Y zrti Town of Barnstable Regulatory Services . F B�xxsr�sr.E. v MAes. g `Thomas F. Geiler,Director E1619. 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 If Using A Builder I , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit p ase complete.the Homeowners License Exemption Form n the reve-rs-a}s- de. Q:FORMS:O WNERPERMISSION 1 U N I STRUT' € ?' ° ----------- (P.1000® _ -- — ---- --------—— -- -- _ F 5 41 'All, 'A" 'All 10 2 10 ' /32 7.1 - '+ 1 � `, I7 .915" I� 23 k a a 1 5/8" + I 41 + I G L .710" }— 18 _ 2 2 Wt/100 Ft:189 Lbs (281 kg1100 m) Allowable Moment 5,070 In-Lbs(570 N•m) 12 Gauge Nominal Thickness.105"(2.7mm) ay P1001 az. 41 ).An< w 5 , . 83-- -1 �. L IL i I �; ei- 2 ti 2 ret to ' a ; _ Wt/100 Ft:378 Lbs(562 kg1100 m) Allowable Moment 14,360 In-Lbs(1,620 N-m) 12 Gauge Nominal Thickness.105"(2.7mm) P1000 DS P1000 1-13' —_—: — _ P1000 HS �a Slots are 23/4"(70)x Y6"(22) 31h"(89)on Center 9/16"(14)Dia.Holes 9/16"(14)Dia.Holes o» i'A"(48)on Center 1'A"(48)on Center P( 9) e Pipe Clamps can be Mounted on Boll-Sides Wt/100 Ft:173 Lbs (257 kg1100 m) WV100 Ft:175 Lbs(260 kg1100 m) WV100 Ft:185 Lbs(275 kg1100 m) ,- P1000 KO P1000 SL ----- -------_— P1000 T --- --- -----------___.___. w Slots are - 3"(76)x 13/3z"(10.3) 7W(22)Knockouts 4"(102)on Center Slots are 6"1152)on Center _ 11W(29)x 9/is"(I4) - 2"(S I)on Center ,ME (30) (13) 22) rp" W1/100 Ft:190 Lbs(283 kg1130 m) WU100 Ft:185 Lbs(275 kg1100 m) WY100 Ft:185 Lbs(275 kg1100 m) ascu ------------------------------------------------- ------- --------------------------------------._.._...--- CHANNEL NUTS(REFER TO HARDWARE SECTION FOR DETAILS) - P1006-0832 P1008T P1024 P3006-0832 xp P3016-0632 P1006-1024 P1006T1420 P1012S P3006 1024 P3016 0832 P1006-1420 P1010T P1023S P3006-1420 P3016-1024 T P1007 TP3007 P3016-1420 = P1008 P3008 P1009 P1023 P3009 j P1010 P10 P3010 P1024S v.°o �? Channel Finishes: PL,GR,HG,PG; Standard Lengths: 10 &20 k x 0s�r3 rs 'N, UNISTRUT® t�P1000-BEAM LOADING P1001 -BEAM LOADING � Defl at •y '� _. �"X 'LF' 3hKp.' r< S tit ' rY.m 4 it�3 ": ° i 4 ar Umform Loading at Deflection + Defl at: ptlmform Loading at Deflection Max Allowable Umform `x � r Max Fllowable, Unform k, Span ._,Umform Load Load ; Span1180 G Span1240 Span1360 Spa"n Uniform Load i Load Span1180 Spar1240 p Span1360 In "Ltis, In Lbs' Lts ' Lbs �Iri3 ,Lbs In s- Lbs Lbs L••bs 24 1,690 0.06 1.690 1,690 1,690 24 3,500* 0.02 3,500* 3,500* 3,500* 36 1,130 0.13 1,130 1,130 900 36 3,190 0.07 3,190 3,190 3,190 ' 48 8501 0.22 850 760 500 48 2,390 0.13 2,390 2,390 2,390 60 680 0.35 650 480 320 60 1,910 0.20 1,910 1,910 1,620 72 560 0.50 450 340 220 72 1,600 0.28 1,600 1,600 1,130 84 480 0.68 330 250 160 84 1,370 0.39 1,370 1,240 830 96 420 0.89 250 190 130 96 1,200 0.51 1,200 950 630 108 380 1.14 200 150 100 108 1,060 0.64 1,000 750 500 ---- --- ---- - ----------------------------_--------- - - --- ._.. - ---- ----- ------ --..... - ------ 120 340 1.40 160 120 80 120 960 0.79 810 610 410 144 280 2.00 110 80 60 144 800 1.14 560 420 280 168 240 2.72 80 60 40 168 680 1.53 410 310 210 192 210 3.55 60 50 NR 192 600 2.02 320 240 160 216 190 4.58 50 40 NR 216 530 2.54 250 190 130 240 170 5.62 40 NR NR 1 240 480 3.16 200 150 100 P1000-COLUMN LOADING P1001 -COLUMN LOADING Max Allowable � Unbraced Load at Maximum Column Load Applied at C G ? " Load Maximum Cotumri-.Load Applied at G:G � Unbraced ,M Height: Slof Face K 0 ti5 K 0:80 K=1 0 K 1 2 Hi rght at Slot Face K 0 65 K 0 80 K 1 0'. K=1 2; Lbs Lbs: 1� Lbs Lbs Lbs "LIn ` Lbs' Lbs ' Lbs Lbs' Lb"s;; 24 3,550 10,740 9,890 8,770 7,740 24 6.430 24,280 23,610 22,700 21,820 36 3,190 8,910 7,740 6,390 5,310 36 6,290 22,810 21,820 20,650 19,670 - --- --- - - -- - ---- -.--- - _ _------- ---- - - - ._. .. ---- - - - - 48 2,770 7,260 6,010 4,690 3,800 48 6,160 21,410 20,300 18,670 16,160 60 2,380 5,910 4,690 3,630 2,960 60 6,000 20.210 18,670 15.520 12,390 ---------- --- ----- ----- - --------- --- ---- - - -- --- - 72 2,080 4,840 3,800 2,960 2,400 72 5,620 18,970 16,160 12,390 8,950 84 1,860 4,040 3,200 2,480 1,980 84 5,170 16,950 13,630 9,470 6,580 96 1,670 3,480 2,750 2,110 1.660 96 4,690 14,890 11,190 7,250 5,040 108 1,510 - 3,050 2,400 1,810 ** 108 4,170 12,850 8,950 5,730 3,980 120 1,380 2,700 2,110 120 3,690 10,900 7,250 4,640 , 144 1,150 2,180 1,660 j 144 2,930 7,630 5,040 P10001P1001 -ELEMENTS OF SECTION Notes: - -- -- - ------ - ---- ------ - Load limited by spot weld shear. Parameter:' P1000 P1001 KVr>200 NR=Not Recommended. a, Area of Section 0.555 In 1.111 In 1. Beam loads are given in total uniform load(W Lbs)not uniform load(w Ibs/ft or Axis 1-1 w Ibs/in). Moment of Inertia(I) 0.185 In" 0.928 In 2.Beam loads are based on a simple span and assumed to be adequately laterally Section Modulus(S) 0.202 In' 0.571 In' braced.Unbraced spans can reduce beam load carrying capacity.Refer to Page 56 Radius of Gyration(r) 0.577 In 0.914 In for reduction factors for unbraced lengths. Axis 2-2 3. For pierced channel,multiply beam loads by the following factor: Moment of Inertia(I) 0.236 In' 0.471 In" "W"Series.......95% "T" Series..........85% y,` L"Series........85% Section Modulus(S) 0.290 In' 0.580 In' "HS" Series.......90% "S i, Radius of Gyration(r) 0.651 In 0.651 In "H3" Series........90% "DS"Series........70% 4. Deduct channel weight from the beam loads. 5. For concentrated midspan point loads,multiply beam loads by 50%and the corresponding deflection by 80%.For other load conditions refer to page 18. 4 6.All beam loads are for bending about Axis 1-1. .._" � Or..w S October, 19, 2009 Michael A.Tanghe Property: 170 Seabrook Rd. Roof Load Calculations: Part 1: Determine Loading Due to Wind (Residential) Pnet(psf) 1.) Determine wind speed for area, based upon "Three second wind velocities". • Refer to 780 CMR Table 5301.2(4), page 543 • Result:Town of Barnstable= 11OMPH 2.) Determine Exposure Category • Refer to 780 CMR section 5301.2.1.4, page 547-548 • Result:Typical for residential is exposure B 3.) Determine Height and Exposure Adjustment Coefficients • Refer to 780 CM Table 5301.2, page 542 • Result: For this house = 1.00 4.) Identify Roof Zone • Refer to 780 CMR Figure 5301.2(8), page 547 • Result: For the solar thermal panels—Zone 2 • Note: looks like the PV modules to be added later would be Zone 3 5.) Determine Wind Loading on Cladding(solar panels) • Refer to 780 CM Table 5301.2(2), page 541 • Roof Pitch is in range of>30 to 45 degrees • Effective wind area = 2 panels x 4ft x 8ft= 64 feet sq. Therefore use 50 feet sq. 4 • Results i. Downward wind force = 18.6 psf ii. Upward wind force= 22.9 psf 6.) Using the Simplified Method—ASCE 7-05: • Pnet(psf) _X KZT I Pnet30 • A=adjustment factor (coefficient) for height and exposure category (step 3 above), in this case X= 1 • KZT=Topographical Factor at mean roof height...in this case it is taken as 1.00 • 1 = Importance Factor...for Category 11 (residential), I = 1.00 • Pnet30(psf) = net design wind pressure for Exposure B, at height=30ft, 1 = 1 1 i f October, 19, 2009 Michael A.Tanghe Property: 170 Seabrook IRd. • Results 1 i. Downward wind force= 18.6 psf ii. Upward wind force= 22.9 psf Part II: Determine The Total Design Load P(psf) -The Total Design Load, P (psf) is determined using ASCE7-05 2.4.1 (ASD Method equations 3,5,6, and 7) • Down force case 1: o P (psf) = 1.0D + 1.051 = (1.0)(130lbs/32ft2)+(1.0)(30 psf) = 34.1psf • Down force case 2: o P (psf) _ 1.OD + 1.OPnet= (1.0)(130lbs/32ftz)+(1.0)(18.6 psf) = 22.7psf • Down force case 3: o P (psf) = 1.0 D+0.75 Sl+0.75 Pnet= (130lbs/32ft2)+(.75)(30 psf)+(.75)(18.6 psf) =40.5psf • Uplift force o Pup (psf) =0.61)+ 1.0 Pnet(up) = (0.6)(130lbs/32ft2)+(1.0)(22.9 psf) = 25.3psf Notes: D (psf) = Dead load =weight of panel (130 Ibs)/area of panel (32 ftz) • S1 (psf) Ground snow load = 30psf for Barnstable. Refer to 780'CMR Table 5301.2(5), page 544 Part III: Determine Total Downward Load and Point Loads (Ibs) 1.) Determine Total Downward Load over area of Solar Panel • Total Downward Load (Ibs) = P(psf) *Total Panel Area =40.5psf*2 panels * (4ft x 8ft) _ 2,592 Ibs 2.) Total Point Load on Each Support Foot(Ibs) (assuming load distributed evenly) • Point Load (Ibs) =Total Downward Load (Ibs)/#of support feet= 2,592lbs/6=432 lbs. Part IV: Determine Lag Bolt Pull-Out Force'(Ibs),and Select Lag Screw Thread Depth (inches) 1.) Determine Solar Panel Lift Force(lbs) • Total Solar Panel Lift Force (Ibs) = Pup(psf) * Total Panel Area = 25.3psf*2 panels * (4ft x 8ft) = 1,619 Ibs 2.) Determine the Solar Panel Lift Force per Support Foot (Ibs) (assuming load distributed evenly) 2 October, 19, 2009 Michael A.Tanghe Property: 170 Seabrook Rd. • Total Lift per Support Foot(Ibs) =Total Solar Panel Lift Force (Ibs)/#support Feet= 1,619/6= 269.87 Ibs 3.) Determine the Lift Force per Lag Screw used to secure Support Foot (Ibs) • Lift Force per Screw (Ibs) = Lift Force per Foot (Ibs)/#screws per foot= 269.87lbs/2 = 13SIbs. 4.) Determine Lag Screw Thread Depth (inches)—Based upon American Wood Council, NDS 2005, Table 11.2A, 11.3.2A, and working with a 5/16" shaft diameter lag screw: • Assuming Rafter to be made of Spruce, Pine, Fir(worst case), the pull-out force per inch of thread depth = 205 Ibs. Note: I plan to use 4" long lag screws,this will result in over 2"of thread engagement into rafter, therefore meeting minimum pull-out requirements. Part V: Determine if the Roof Assembly is Adequate to Support Solar Panels: • Refer to 780 CMR Table 5802.5.1.34), page 725 • Conditions: i. Rafter Spacing= 16" Nominally ii. Rafter Size = 2" x 6" Nominally iii. Rafter Span in structure =8'-6" iv. Assume Dead Load (without solar panels) = 10psf v. Lumber type is unknown, so assume worst case (Spruce-Pine-Fir#3) • Therefore the Maximum Allowable Horizontal Span without panels is = 9'-0" • Is it necessary to modify roof structure to make it stronger? 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"'.* � ®�Y . • t®e.� €3 p ryy rr i dITF 6$ i r 74 m il Flat JackO composition shingle roof mounts provide a low-profile, roof integrated look for solar panels and other devices. This mounting system provides positive water proofing, eliminating the need for sealants. "We pride ourselves on quality, aesthetics and - performance. Using TTI Flat Jack and Flush • Designed specfically for Mount products gives us that edge. The biggest pitched composite shingle advantage is peace of mind from roof leaks with roofs the TTI Flat Jack flashing System." Minimal or no shingle cutting required Roy Phillips, Real Goods/Marin Solar • Installation is 25% faster than standard mounts resulting in lower installation costs . Low-profile design enhances aesthetics while allowing ventilation and drainage OP-' • Extremely durable and 1 corrosion-resistant r_ ■ Provides positive waterproofing 4W• Wind resistant to 130 MPH at IBC Exposure D Can also be used to mount antennas, solar thermal, ` flagpoles, air conditioners, etc. Patent Pending www.thompsontec.com Tel: 415.446.0103 Thompson Technology Industries, Inc. Fax: 415.883.7915 16 Digital Drive, Novato, CA 94949 Email: info@thompsontec.com @ 2008 . va 3_ i THE OPEN SERIES GLAZED FLAT PLATE SOLAR COLLECTORS Models EC and EP SPECIFICATION SHEET 0 THE VALUE LEADER IN SOLAR WATER HEATING. TECHNOLOGY Stainless Steel Fasteners Riveted Corners Low Iron Tempered Glass Low-Binder Fiberglass Insulation Rigid foam Insulation ' E *K. Secondary Silicone Glazing Seal PW t • Black Chrome or Moderately Selective " Black Paint �- Absorber Coating • Copper Absorber Plate Integral • Type M Copper Riser MountingChannel Tubes and Manifolds Extruded Anodized Aluminum Casing and • EPDM Grommets Capstrip _ Vent Plugs Primary EPDM Glazing Seal •_15% Silver Brazed Joint Were. Aluminum Backsheet ekc l oavldS T ,0"m i s�a�li✓�c1 � YviAde b ire oidS �l.t►-v�� vt t✓i +�'C, Lo, -t 7D S �d earl 3DS ® No LL4er6L4,ar iS c�va��q�ol2 �vr �k bvLfi i y +Veit cece �ajrtl SIM1,10tr io - ke_ SKV1EastVh M046 k4C_/6 P 32_, PROTECTING OUR ENVIRONMENT—SINCE 1978 I lU [HRIHIR'. EMPIRE SERIES SPECIFICATIONS c aO c �� oC? ° Q o ° ° r ` vow a ` ro Z mQ a ' C 4 Jc aa' � C� h��, a" °h�, m a, �`� ``II 4�' a. 'c• a. 2 � a°'c '-,4° J EC/EP21 40 76 3 1/4 21.12 18.70 70 0.72 0.54 0.003 12 160 43 3/8 1 71.25 EC/EP24 36 1/8 98 1/4 3 114 24.61 21.88 80 0.781. 0.62 0.005 12 160 39 3/4 1 93 5/8 EC/EP32 . 48 1/8 98 114 3 114 32.79 29.81. 106 _ 1.00_ 0.83 0.006 12 160 51 3/8 1 93 5/8 EC/EP40 48 1/8 122 114 3 1/4 40.81 37.33 141 1.20 1.04 0.009 12 _ 160 51 3/8 1 115 5/8 EC/EP40-1.5 48 1/8 1 122 114 3 1/4 1 40.81 37.33 150 1.61 1.04 0.006 25 160 51 3/8 1 112 115 5/8 MODEL EC THERMAL PERFORMANCE RATINGS* MODEL EP Btu/ft2/Day Btu/ft2/Day Category CLEAR MILDLY CLOUDY Category CLEAR MILDLY CLOUDY (Ti-Ta) DAY CLOUDY DAY DAY (Ti-Ta) DAY CLOUDY DAY DAY fi=inlet fluid temp 2000 1 500 1000 Ti=inlet fluid temp 2000 1500 1000 Ta=ambient air temp Btu/ft2/Day Btu/ft2/Day Btu/ft2/Day Ta=ambient air temp Btu/ft2/Day Btu/ft2/Day Btu/ft2/Day A(-9°F) 1,332 1,005 680 A(-9°F) 1,284 971 659 B(9°F) 1,218 89C 565 B(9°F) 1,169 854 542 C(36°F) 1,040 72C 402 C(36°F) 984 677 372 D(90oF) 699 40E 127 D(90°F) 619 343 89 Ell44°F) 390 137 E(144°F) 280 62 A-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 insulation level by the total gross collector area. *Collector ratings are derived from the Solar Rating&Certification Corp(SRCC)Document RM-1 and Standard OG-100, ENGINEERING SPECIFICATIONS (Performance specifications subject to testing error of+/-3%) The following shall be the specifications for the solar collectors. Collectors thermal isolation of the foam from the absorber plate. Total thermal resis- shall be SunEarth Empire model , and shall be of the glazed liq- tance shall be a minimum of R-12.The sides and ends of the collector shall uid flat plate type. Collectors shall be tested in conformance with ASHRAE 93- be insulated with a minimum of 1 inch foil-faced polyisocyanurate foam 1986 and SRCC 100-81.The collectors shall be certified by the Solar Rating and sheathing board. Certification Corporation SRCC and the Florida Solar EnergyFSEC p (SRCC) Center( ). ABSORBER PLATE AND PIPING GENERAL The absorber shall consist of a roll-formed copper plate of no less than.008 The dimensions of the collector shall be inches in length, inch thickness. Risers shall be a minimum of 1/2 inch O.D. Type M copper inches in width and 3 114 inches in depth.The collector casing tubing on no more than 4 112 inch centers continuously soldered to the shall be an anodized aluminum extrusion (alloy 6063 T5), minimum thick- plate utilizing a non-corrosive solder paste with a melting point of 460UF ness .060 inch, with an architectural dark kronze finish. The casing shall The risers shall be brazed to 1 1/8 inch 0. D. Type M (1 5/8 inch O.D. on have notched framewalls for ease of plate removal and reinstallation.Sheet EC/EP40-1.5) copper manifolds utilizing a copper phosphorous brazing metal screwed fasteners shall be stainless steel (18-8 #10). The backsheet alloy with no less than 15 percent silver content, and conforming to the shall be textured aluminum not less than.014 inch thickness.A 1 inch vent American Welding Society's BCuP-5 classification. EPDM grommets shall iso- plug shall be installed in each of the four coners of the backsheet to min- late the manifold from the aluminum casing. The absorber plate shall be imize condensation. designed for 160 psig maximum operating pressure. GLAZING ABSORBER COATING AND PERFORMANCE CURVE The collector glazing shall be one sheet of iow iron tempered glass, with A) Black Chrome(EC Series): The absorber coating shall be black chrome on a minimum of 1/8 inch thickness (5/32 inch on EC/EP 40), and a mini- nickel with a minimum absorptivity of 95 percent and a maximum emissivity mum transmissivity of 91 percent(89 on EC/EP 40).The glazing shall be of 12 percent. The instantaneous efficiency of the collector shall be a mini- thermally isolated from the casing by a co-itinuous EPDM gasket. There mum Y-intercept of 0,714 and a slope of no less than-0.7271 (BTU/ftz-hr)/F. shall be a continuous secondary silicone seal between the glass and cas- ing capstrip to minimize moisture from entering the casing. B)Moderately Selective Black Paint(EP Series):The absorber coating shall be INSULATION a moderately-selective black paint with a minimum absorptivity of 94 per- The insulation shall be foil-faced polyisocyanurate foam sheathing board of cent and a maximum emissivity of 56 percent.The instantaneous efficiency a minimum 1 inch thickness,siliconed in pla--e to the aluminum backsheet, of the collector shall have a minimum Y-intercept of 0,682 and a slope of covered by-low-binder fiberglass of a minimum 1 inch thickness, providing no less than -0.7995 (BTU/ftz-hr)/F. Due to SunEarth's policy of continuous product improvement, specifications are subject to change without notice. MANUFACTURED BY: AVAILABLE FROM: SU�EBBTH��. m 8425 Almeria Avenue-Fontana,CA 92335 cf) (909)434-3100 • Fax(909)434-3101 J C) www.sunearthinc.com _ ° - RECYCLED PAPER SOY BASED INKL ® N � >6&&I c DIME t Town gL$arnstable v"*Permit# Expires 6.months from issue date Regulatory Services Feer—j�, , w BARNSTABLE, + MASS.9 z639.. Thomas F. Geiler,Director ♦0 ArfD MA'S A Building Division Tom Perry, CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstdb le.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Rent X-Press Imprint Map/parcel Number- -- D7 U � e P rty Address `� S/%ca ��€`�� Ct ac ,O tS r'�� ZC� Pro I ✓dResidential Value of Work 000 t� Minimum fee of$25.00 for work under$6000.00 Owner's Name& Address ic�i ae_ k-7 O SeA try ';�cA alvt vt 10-L6 0( Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance _ -PRESS PERMIT Check one: I am a sole proprietor DEC I am the Homeowner ❑ I have Worker's Compensation Insurance TOWN OF BARNSTABLE Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) - ❑ Re-roof(stripping old shingles) All construction debris will be taken to - ❑Re-roof(not stripping. Going over existing layers of roof) 5 Re-side . Replacement Windows/doors/sliders. U-Value (maximum .44) pupl e e_,e ( aetloo v Z QDl.10r' �lM :1 *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation;-etc- ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is requ edC, ;=;'j ?_ ; F l ; SIGNATURE: .Q:\WPFILES\FORMS\building permit forms XPRE .doc Revised 100608 -� The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington.Street Boston, MA 02111 www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): V V`lclga , ct7 C . .Address: it?n f;pa L-,, Pd wet V1&n c& ,AA City/State/Zip:Ane ✓i(S aA fO?_ O Phone.#: `77 4. —3 C b� OO 19 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 1. 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 g. ❑ Demolition workingfor me in an capacity. employees and have workers' Y P tY• 9. ❑BuiMing addition [No workers' comp.insurance comp. insurance. required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions q ) . 3'[�I am a homeowner doing all work officers have exercised their 11.❑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.] *Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job.site information. Insurance Company Name: 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 Investigations of the DIA for insurance coverage verification. I do hereby ce under the pains and penalties of perjury that the information provided above is true and correct 57 Si are: Date: Z—Oq Phone#: $ - D®/ 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 S.Plumbing Inspector 6.Other Contact Person: Phone#: Informat'ion 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 legalrepresentatives 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 anothgr 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 nth 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-contractors)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 permittlicense 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 11-22-06 www.mass.gov/dia V�E rg4,y . Town of Barnstable +�� o• Regulatory Services Thomas F. Geiler,Director s� .�� Building DiVIS10111 ATED�� Tom Perry,Building Commissioner 200 Main-Street, Hyannis,MA_02601 R'ww.town.b arnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: �Z 9 7, g JOB LOCATION: I7O gQ,a 64N..[c (Tya✓1411 S V'l4 Ze�o 1 number street village r Q "HOMEOWNER": AM[G(i!err 16t/f/L C�I,� 7 —7j f!O QO 17 name home phone# work phone# `� CURRENT MAILING ADDRESS: t�OB�II 'R OTC Z� 1D.I T1 ya ✓1 -A I`S M A 02,60 1 ci /town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINTITON 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 permit. (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 thatbe/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and Xgn.w. nts. . Homeowner Approval of Building Official- Note: Three-family dwellings containing 35,600 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 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a pason(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that hdshe understands 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. Q:forms:homeexempt oF'WHE Town of Barnstable ' Regulatory Services va MARL Thomas F.Geiler,Director .1619 i63p �� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 wtxwAo.vn.barnstable.ma.us Office: 508-86274038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder r� I, (CIO a el Low , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit.application for. 1 r70 (Address of Job) 12-2-yv Signature of OyVi Date J/i g e, T0VW L4 9--- Print Name If Property Owner is applying for permit please complete.the Homeowners License Exemption Form on the reverse side. . Q:FO RMS:O WNERPERMISSION RAFTERS: 2"X 6" SPACED NOMINALLY 26'-7f' ON 16" CENTERS PITCH = 8/12 LOCATION OF SOLAR PANELS (SOUTHERN EXPOSURE)" r Iia 8'-5fl 16'-4f' 17'-9f" DETAILS OF HOUSE AT 170 SEABROOK (SHEET 1 OF 2) SCALE: 1 /4"= 1 ' (1 /48 SCALE) PROPERTY: 170 SEABROOK RD., HYANNIS, MA 4 f 1 LOCATION OF SOLAR PANELS (SOUTHERN EXPOSURE) DETAILS OF HOUSE AT ..170 SEABROOK (SHEET 2 OF 2) SCALE: 1 /4" 1 ' (1 /48 SCALE) a PROPERTY: 170 SEABROOK RD., HYANNIS, MA 1 SOLAR PHOTOVOLTAIC MODULES ARRAY OF 6 MODULES SOLAR THERMAL PANEL .SUPPORT RAIL (3 PLACES) SHOWN FOR REFERENCE SIZE = 4FT X 8 FT MFR: UNISTRUT TO BE INSTALLED AT A LATER DATE WEIGHT = 130 LBS PN#: P1000T—HG I1 IJ V1 11 I I 11 II 11 IL II 11 11 I1 1 11 II II FkII II I LI II II _ �I II II II . I� It 11 1 1 I I I L 1 1 1 1 I I I I I I 1 1 I I I I I.1 F 1 I I�I I I '. I'I I I I I I'I I I I I . .' ,I I.. I I 'L � I' 'I I I • I I II � II II II IL II , 11 II II II II' 1 II 1 _ - II II . II II II II II II II LI II � . II �I LI II ' 7 11 11 11 - II 11 I IIF fi IIFfh 1iii 1 1 1•I 1 1 1 i L1 1 1 L1 _ I, I I 1 I; I; 1 1 II' II II II II II II II II � II � II II 11 II 11. 11 rl tl II 11 11 11 11 11 - 11 - 11 � ;I I 11 11 11 11 11 11 11 /1.. •11. i; I; 1; 11 _%_ 11 11 11 11 I I 11 11 I I1. - I 1 II 11 I i - LL II � II II I II II II - - 11 11 11 11 11I 11 I I 11 I. ( RAFTERS SHOWN o " " '` 1 I IN ACTUAL LOCATIONS 51I I )I 11 I I 1 I FOR REFERENCE NOMINALLY SPACED AT 16" - II II II II II II II II I II II '1 I, 1 - . II LI. 11 11 II � II II ll - 11 II 11 11 II ,1 11 11 �� 11 11 11 I1 11 if. - 1I I I I I N11 . SUPPORT FOOT WITH INTEGRAL FLASHING (9 PCS USED FOR SUPPORT) NOTE: EACH SUPPORT FOOT IS SECURED WITH TWO 5/16" LAG BOLT 1 1 - LENGTH = .4 INCHES SOLAR THERMAL PANEL SIZE = 4FT X 8 FT WEIGHT = 130 LBS d DETAILS OF PANEL LOCATION - ON SOUTH ROOF (1 /24 SCALE) NOTE: ROOF IS SHOWN IN THE FLAT PROPERTY: 170 SEABROOK RD., HYANNIS, MA I DETAIL B ; (1/4 SCALE) I ( I 0 I , , —SOLAR PANEL- , , BRACKET AND 5/16" SCREW TO SECURE PANEL TO RAIL , (6 PLACES PER PANEL) FLATJACK SUPPORT , ' FOOT `—UNISTRUT RAIL (BEAM) 2.45" THREAD ENGAGEMENT ,. A /16" X 4„ LG 5 LAG SCREW, (2 PER SUPPORT. FOOT) I I EACH x RAFTER f RAIL IS � _ - , r CENTERED ON .A L RAFTER 40 ------------------------------------------=----------- "DETAIL` A (1/4' SCALE) L SOLAR PANEL— ,-. , ----� fLATJACK RAIL (BEAM) SUPPORT FEET SUPPORT , ` . _ FOOT UNISTRUT PN# P100T—HG WITH FLASHING (3 PLACES) (9 PLACES) ___ ____ ____ ____ __________ ____ ____ _____________ ----- SOLAR PANELS I UNISTRUT.'RAIL SEE "DETAIL A" -------------------- ----- ------------------ 4'x 8', WT.=130# EA. ; - ----- -- ------ ----- , 2"x 6 RAFTERS . 1 -------------� I 5AG6'SCREW LG i NOMINALLY SPACED AT 16 SEE DETAIL B (2 PER SUPPORT FOOT) In ZL —2"x 6" RAFTER— DETAILS OF METHOD OF SECURING PANELS TO ROOF ASSEMBLY 1 /16 SCALE PROPERTY: 170 SEABROOK RD., HYANNIS, MA L--------------- ----- -----------------=-=---------�