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0089 BLUEBERRY HILL ROAD
a afa�9 i 'r f t � C kill-, , 4---�- 1 c`• SENDER: v ■Complete items 1 and/or 2 for additional services. I also Wish t0 receive the H ■Complete items 3,4a,and 4b. following services(for an H ■Print your name and address on the reverse of this form so that we can return this extra fee): U) card to you. ■Attach this form to the front of the mailpieoe,or on the back if space does not 1. ❑ Addressee's Address d ■perm Receipt Requested'on the mailpieoe below the article number. 2. ❑ Restricted Delivery N r ■The Return Receipt will show to whom the article was delivered and the date a o delivered. Consult postmaster for fee. 0 v 3.Article Addressed to: 4a.Article Number d � -�'0. r 13ut j� z-Z9 8a5 �� I o a 'v�e Y y n 4b.Service Type V U ❑ Registered Certified Cn of o ❑ E s Mail ❑ Insured ��v�vtiiS � 626_ ,I H oI Retum Receipt for Merchandise ❑ COD ,mooZr �Cl '�J 7.Dat of elive T t,l \111 , o i p 5.Received By:(Print Name) � 8.Addre see Address(Only if requested I y and f is paid) r t- g 6.Signat re: (Addressee or Agent, �`---' U5P� N PS Form 111911 ,becember 1994 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Print your name, address, and ZIP Code in this box• TOWN OF B A R K S T A 8 L E BU I L 0 1 N 6 01 Vj S ION 367 MAIN ST HYANNI S MA 02601 I I I Project Title: BUILDING D E PI Engineer: Project ID: C'� EERING Project Descr: SCANNED AUG 1 420 -TOWNRooted 12 AUG 2020,7:3E O Steel Beam Fb E.�rEficu0WW-1`w0RW0-'0oMCST-1%s1 EMERMC,INC 19If3-2017,Butt :18-3.31 �.� Description: Garage Beam CODE REFERENCES 0= ERIC J. - --CEI3ER dClLtul-�` Calculations per AISC 360-05, IBC 2009,CBC 2010,ASCE 7-05 O STRUCTURAL y Load Combination Set: IBC 2015 0 No. 38952 Material Properties Analysis Method: Allowable Strength Design Fy:Steel Yield Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E:Modulus: 29,000.0 Bending Axis: Major Axis Bending o(0.12)L(0.46) W 14x26 ff�rFl Span=24-0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loadinq Uniform Load: D=0,010, L=0.040 ksf, Tributary Width=12.0 ft,(2nd floor) DESIGN SUMMARY _ -o • Maximum Bending Stress Ratio y 0.449 1- Maximum Shear Stress Ratio=-- 0.106 : 1 Section used for this span W14x26 Section used for this span W14x26 Ma:Applied 45.672 k ft Va:Applied 7.512 k Mn/Omega:Allowable 100.299 k-ft Vn/Omega:Allowable 70.890 k Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 12.000ft Location of maximum on span . 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum.Deflection Max Downward Transient Deflection 0.506 in Ratio= '568.>=360 Max Upward Transient Deflection 0.506 in Ratio= -568>=360 Max Downward Total.Deflection 0.661 in Ratio= 436>=180 Max Upward Total Deflection 0.000 in Ratio= '0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios_ Summary of Moment Vahres Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx MWOmega Cb Rm Va Max Vnx Vnx10mega +D+H Dsgn.L= 24.00 ft 1 0.105 0.025 10.51' 10.51 167.50 100.30 1.00 1.00 1.75 106.34 70.89 +D+L+H Dsgn.L= 24.00 ft 1 6.449 0.106 45.07 45.07 167.50 100.30 1.00 1.00 7.51 106.34 70.89 +D+Lr+H Ds9n.L= 24.00 ft 1 0.105 0.025 10.51 10.51 167.50 100.30 1,00 1.00 1.75 106.34 70.89 +D+S+H Dsgn.L=-24.00 It 1 0.105 0.025 10.51 10.51 167.50 100.30 1.00 1.00 1.75 106.34 70.89 +D+0.750Lr+0.750L+H Dsgn.L= 24.00 ft 1 0.363 0.086 36.43 36A3 167.50 100.30 1.00 1.00 6.07 106.34 70.89 +0+0.750L+0.750S+H Dsgn.L= 24.00 ft 1 0.363 0,086 36.43 36.43 167.50 100.30 1.00 1.00 6.07 106.34 70,89 +D+0.60W+H Dsgn.L= 24.00 ft 1 0.105 0.025 10.51 1051 167.50 100.30 1.00 1.00 1.75 106.34 70.89 +D+0.70E+H Dsgn.L= 24.00 It 1 0.105 0.025 10.51 10.51 167.50 100.30 1.00 1.00 1.75 106.34 70.89 +D+0.750Lr+0.750L+0.450W+H Dsgn.L= 24.00 ft 1 0.363 0.086 36.43 36.43 167.50 100.30 1.00 1.00 6.07 106.34 70.89 +0+0.750L+0.750S+0.450W+H Osgn.L= 24.00 ft 1 0.363 0.086 36.43 36.43 167.50 100.30 1.00 1,00 6.07 106.34 70.89 +D+0.750L+0.750S+0.5250E+H Dsgn.L= 24.00 ft 1 0.363 0.086 36.43 36.43 167.50 100.30 1.00 1.00 6.07 106.34 70.89 40.60D40.6OW40.60H Dsgn.L= 24.00 ft 1 0.063 0.015 6.31 6.31 167.50 100.30 1.00 1.00 1.05 106.34 70.89 Project Title: e T 10-M- Engineer: Project ID: E,M� �'NG Project Descr: OWWWMATIM Pd nfed 12 AUG 2020,7:38FM Steel Beam File=E:E ,ME-ltWOWG-1=MRCST-, .ec6� ENERCALC,MC.1983-2017,guMA0.17.1210 Ver.6.18.3.31 Description: Garage Beam Load Combination Max Stress Ratios _ Summary of Moment Values Summary of Shear Values Segment Length Span# M V . Mmax+ Mmax- Ma Max Mnx Mnx(Omega Cb Rm Va Max Vnx VnxlOmega +0.60D+0.70E+0.60H Dsgn.L= 24.00 ft 1 0.063 0.015 6.31 6.31 167.50 100.30 1.00 1.00 1.05 106.34 70.89 Overall Maximum Deflections Load Combination Span• Max.° De8 Location in Span Load Combination Max.°+De8 Location in Span +D+L+H 1 0.6607 12.069 0,0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall Wknium 7.512 7.512 Overall MINimum 1.051 1.051 +D+H 1.752 1.752 +D+L+H 7.512 7.512 +D+Lr+H 1.752 1.752 +D+S+H 1.752', 1.752 +D+0.750Lr+0.7501-+•11 6.072 6.072 +D+0.750L+0.750S+H 6.072 6.072 +D-460W+H 1.752 1.752 +0+0.70E-4i 1.752 1.752 +M.750Lr+0.75OL+0.450W+H 6.072 6.072 +D+0.750L+0.750S+0.450W+H 6.072 6.072 +D+0.750L+0.750S+0.5250E+H 6.072 6.072 +0.60D+0.60W+0.60H 1.051 1.051 40.60040.70E+0.60H 1.051 1.051 D Only 1.752 1.752 Lr Only L Only 5.760 5.760 S Only W Only E Only H Only O .. Town of Barnstable Building t a cam. �- _, non^ m: • a phis.-Card So Thai it is-Visible-=Fcom:the"Street.-A „raved Plans:Must bea:Retamed on Job and;th�s,Card Must be Kept �; Post T BAWMABLE, • `" ..::�_ x: .. �.�.. .z �p...r • M"� Po°stedUnti(.Final Inspection Has-Been Made`�� '� ��- °� � �,F �a�� �� A ermit Where a.Certificate�of Occu anc e u�retl =such BUildm ,shall NotFbe Occupied until a Final Inspection has been made :c:: :: .. ... ..._ t :: '°r„a... ::'T::p....way; :.«v.q. ��., ;>a :'.Ys Zg'•» `r`,. .z«lrAa>.W.F- \:.4., k�..:�.. �4�,G...:Mu; 'd.,- Permit No. B-19-2336 Applicant Name: Eric Stanley Approvals Date Issued: 08/01/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 02/01/2020 Foundation: Sheathing: Ma g Location: 89 BLUEBERRY HILL ROAD, HYANNIS Map/Lot: 249-075-002 Zoning District: RB Owner on Record: STANLEY,ERIC Contractor Name ERIC STANLEY Framing: 1 Address: 89 BLUEBERRY HILL RD ContractoJr License CS 091047 pIIYI 2 HYANNIS, MA 02601 Est Project Cost: $20,000.00 ChimneyIt : Description: construct a 2 car garage with breezeway attached to house Will Permit Fee: $152.00 Insulation: have storage above and finished aobve breezeway wthful,l r pi �� Fee Paid ' $152.00 bathroom 8x18 ' . 8/1/2019 Final:. Project Review Req: { A et Plumbing/Gas Rough Plumbing: ng Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and�the'approved construction documentszfor which this permit has beengranted. Rough Gas:. - All construction,alterations and changes of use of any building and structures bshall be in with the local zoning y laws and codes. This permit shall be displayed in a location clearly visible from access st o reet rroad and shall be maintained open for public inspection for the entire duration of the Final Gas: zf work until the completion of the same. = N Electrical The Certificate of occupancy will not be issued until all applicable signatures by the Build ng and Fire Officals are provi8ed on this permit. Minimum of Five Call Inspections Required for All Construction Work: ; Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection .: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection S.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation `` 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Pers s contrac 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-ISSUE_ D RECIPIENT Application Number... .te.. ......... BAM"ABLE, MASS. Permit Fee........ ............Other Fee................... t63 TotalFee Paid.................................... ........................... ....... TOWN OF BARNSTABLE- Permit Approval by....... ......on... BUILDING PERMIT . YMap........ .6?. 2.............PaMel...... .0.....0........P........ APPLICATION Section 1 — Owner's Information-and Project Location Project Address- village aqz,4vw Owners Name Owners Legal Address U C' State - {Owners Cell #56'�- E mail NJ A Section 2 —Use of Structure'-, Use Group �_ El Commercial Structure over 35,000 cubic feet❑ Commercial Structure under 35,000 cubib feet" Sgle/Two Family Dwelling Section 3 — Type of Permit [S/New Construction ❑ Move/Relocate E] Accessory Structure ❑ Change of use El Demo/(entire structure) El Finish Basement 0 Family/Anmesty El Fire Alarm, Rebuild ❑ Deck Apartment El Sprinkler System P-19ddition ❑ Retaining wall Solar El Renovation El Pool 0. Insulation Other—Specirr fy Section 4 - Work Description (it+R CT A r MA-C&diu�ek 4--A h060J, :5kP4_i4- Last undated: 11/15/2018 i Application Number................................................................... Section 5—Detail Cost of Proposed Construction r p D �� Square Footage of Project Age of Structure 's Dig Safe Number # Of Bedrooms Existing • Total#Of Bedrooms (proposed)J 110 MPH Wind Zone Compliance Method ❑ MA Checklist WFCM Checklist ❑ Design Section 6—Project Specifics i [v01Wiring 'R ❑ Oil Tank Storage ❑ Smoke Detectors <PPlumbing. ❑Va Gas: ❑ Fire Suppression Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal LI On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I U Jo 6_� / I am using a crane ❑ Yes N Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No U Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed SideYard Required '_ 40 _ Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ED"' No Last updated: 11/15/2018 A * Commonwealth of Massachusetts Y Division t profiessional:Licensure Bbii d of Bu"iiding Reolationg and Stan_dar is Consf ".06f §i5' isor .� x _ C5-09T047 �, ii=es. 03/04/20 • FRIG STANCE-X 89 BLUEBYANNIS MA H , 026L Comm iiiioner ` is"RegORion ( 4; OffGe of Corisumec Affairs 8 Busme ; 'T HOM'EJMpR ENT CONTRACT P IndMdual a' g Exairation 9l27l202U �. NLE ERIC STA ¢_ # 89 BLUEBERRY HIL A . . . HYANNIS,,'M 026b1 gretaryx Undetse • �r -� .. Construction Supervisor. T Unrestricted=Buildings of:any use group which contain less than35,000 cubic feet(991 cubic meters)of enclosed. space. Failure to possess a current edttion of the Massachusetts State Building Code,is cause for re4ocation:of this,license. For information aboutcthis license f:. Gall(017)727-3200'orvisit www mass.govld'pl; .. .. .. - f:x se o t IYn . . . . . Registration valid�for indw►dual u . before the;expiraton date::df found'.re ur >to Office of Gonsurner Affaers:and Business Reguiatron 1Q00 Wast�ngton Street,'-SUM.w 71.0' Boston IVI'A 0211,8 i' E Notrwalld wtho t Si natu re ; ' • ems_... _. ,_.___ - -__._. -.. .. .. "'r r The Commonweallh of Massachusetts Department of IndustrialAccidents Office of Investigations 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A licant Information Please Print Lezibly Name(Business/OrganizW dividual)' Pro C_ Address: City/State/Zip: 6Z& Phone#: • `� Are you an employer?Check the appropriate box: Type of project(required): I.❑ 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.Uam a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• ❑Demolition working for mein anY capacity.aci employees and have workers' . tY• 9: ding 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 11.❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance regui ed.]t c.1529§1(4),and we have no employees.[No workers' 13.E]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. tConttaetors that check this box must attached an additional sheet showing the name of the sub-oontractors and state whether or not those entities have employees. If the sub-oontractors 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.Lie.#: 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-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 c ndthfte p ' and .enalties of perjury that the information provided aab a OW and correct Si tore: -Date: Phone 001-kid 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 id 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 inch►ding 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 constrict 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-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLQ 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 burn 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 OMCC of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 446 or 1-877-MASSAM Revised 4-2407 Fax#61`7-727-7749 www.masas.gov/dia REScheck Software Version 4.6.4 Compliance Certificate Project Energy Code: 2015 IECC Location: Hyannis, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 89 BLUEBERRY HILL ROAD ERIC STANLEY HYANNIS, MA 02601 338 POPONESSET RD COTUIT, MA 02635 508-648-1165 ESTAN LEY@BOTELLOLUMBER.COM a` Compliance: 6.1%Better Than Code Maximum UA: 66 Your UA: 62 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 420 49.0 0.0 0.026 11 Wall 1: Wood Frame, 16" o.c. 381 21.0 0.0 0.057 19 Window 1: Metal Frame:Double Pane with Low-E 18 0.300 5 Door 1: Solid 21 0.300 6 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 624 30.0 0.0 0.033 21 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Report date: 07/18/19 Data filename: Untitled.rck Pagel of 9 1 REScheck Software Version 4. ®4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. yam# ,Pie tns echo fPla a ew k Com �e � + olmre sscrm} €off „Iyie �' '%.�.` f�« „ma's �..,, . +.R2�. � , . .•S max.`•• p.'s�'st'- a.N .=:t.. � `:. v 103.1, ;Construction drawings and ,;❑Complies 103.2 documentation demonstrate = 4 ❑Does Not [PR1]1 :energy code compliance for the g (building envelope.Thermal f ❑Not Observable envelope represented on ';. ❑Not Applicable construction documents. .. hx. 103.1, ;Construction drawings and . , ❑Complies , _. " 103.2 ;documentation demonstrate � ❑Does Not 403.7 energy code compliance for [PR311 ;lighting and mechanical systems ? x � :.<❑Not Observable { ,Systems serving multiple ❑Not Applicablef dwelling units must demonstrate compliance with the IECC ;Commercial Provisions. a ' 302 Al Heating and cooling equipment is; Heating: Heating: ❑Complies 4303 �r sized per ACCA Manual S based Btu/hr Btu/hr Tboes Not { 2nj on loads calculated per ACCA Cooling: Cooling: ;[-]Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1High Impact(Tier 1) Z Medium ImpactLow Impact(Tier 3) Project Title: Report date: 07/18/19 Data filename: Untitled.rck Page 2 of 9 i �Rq IDS ' nu R?UYtdBtlofl IitSpaCtiflflYIwptt1Ez11l5i1 .t„ .. 3O-A Aprotective covering is installed to ❑Complies [FOIl]z protect exposed exterior insulation ❑Does Not y and extends a minimum of 6 in. below ,❑Not Observable wry% grade. ❑Not Applicable 4flz39 snow-and ice-melting system controls.❑Complies (f, Zj?% " installed. ❑Does Not ;❑Not Observable, ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Report date: 07/18/19 Data filename: Untitled.rck Page 3 of 9 i""" J�'r ," �• .. ,,. ,"��-, .,;-c--A � �� .. a �° °� �<,;, ��, -. �xGsllr�7S CCii�l�$f Gom Framin !Rau h In s ectlA t «a a is pssu�n €corns 402.1.1, ;Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FRl]1 ❑Not Observable ENot Applicable 402.1.1, :,Glazing U-factor(area-weighted U- U- ;❑Complies See the Envelope Assemblies 402.3.1, average). �❑Does Not table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 E]Not Applicable [FR2]1 i 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance r„ r :z ❑Does Not ;with the NFRC test procedure or ;taken from the default table. , y [-]Not Observable •- ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier s ` " ❑Complies [FR23]1 i installed per manufacturer's l e -" ❑Does Not ;instructions. ❑Not Observable Y f - 4 ❑Not Applicable 402.4.3 ;Fenestration that is not site built ' ,` ❑Complies [FR20] ;is listed and labeled as meeting 9 �`�� � �� �< ❑Does Not 3 ;AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC �':• .. ❑Not Observable 400 that do not exceed code U .= ❑Not Applicable r !limits. 4132r s;IC-rated recessed lighting fixture F ❑Complies {�16)?� sealed at housing/interior finish ❑Does Not Ta and labeled to indicate :52.0 cfm N j❑Not Observable leakage at 75 Pa. y ❑Not Applicable 403.2.1 :Supply and return ducts in attics y� � � ❑Complies [FR12]1 ;insulated >= R-8 where duct is r ❑Does Not >= 3 inches in diameter and >_ ` R-6 where < 3 inches.Supply and ❑Not Observable ❑Not Applicable return ducts in other portions of k � PP ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. ,u `�403�'3 315 Building cavities are not used as E s❑Complies [FR15]3 ducts or plenums. ;❑ P �� �.� y �r Does Not ❑Not Observable rZ3 ❑Not Applicable 4034 H V A C piping conveying fluids R- R- ;❑Complies above 105°F or chilled fluids UDoes Not %,below 55°F are insulated to >_R- � s ?❑Not Observable % 3. ; j❑Not Applicable 403.4 1 i Protection of insulation on HVAC , ❑Complies [FR24]1 ;piping. ;, , ❑Does Not [-]Not Observable ❑Not Applicable 4(]3 3 Hot water pipes are insulated to R- R- ;[]Complies I{ f{ $]%%)Iq,'2tR-3. !❑Does Not NO"A � W :❑Not Observable E 4,� h ;❑Not Applicable ..............._........._.................-W.._.....................-..-.__.._...._..._ ._.. — ---_.__ 403"6 ,Automatic or gravity dampers are ' ❑Complies [ R19] installed on all outdoor air ! ❑Does Not intakes and exhausts. y S ❑Not Observable y ❑Not Applicable 1 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 07/18/19 Data filename: Untitled.rck Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) '2� Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 07/18/19 Data filename: Untitled.rck Page 5 of 9 � �# � �insuiataon inspection � � /�, � � � , � pEe �mmenf�slAssutmpts6ns , 33 All installed insulation is labeled " z ❑Complies or the installed R-values ❑Does Not / provided. °❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies see the Envelope Assemblies 402.2.E ❑ Wood ❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, ,Floor insulation installed per y ❑Complies 402.2.7 'manufacturer's instructions and r F ❑ a Does Not [IN2]1 :in substantial contact with the ,❑Not Observable underside of the subfloor, or floor �- framing cavity insulation is in ;: y❑Not Applicable contact with the top side of FE;u ;sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing E members. 402.1.1, ;Wall insulation R-value. If this is a R- R- ;❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ElWood :[-]Does Not :table for values. 402.2.E wall insulation on the wall ❑ Mass ❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation :requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. = : ❑Does Not i< ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1High Impact (Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 07/18/19 Data filename: Untitled.rck Page 6 of 9 . �F �� �Finat Inspge�#ion Presa=ar�"". � �alx�•e � �ai�e ohs t�es� C+a�nrrlents/ 5� prs 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ❑Does Not table for values. 402.2.2, 402.2.E Steel Steel -]Not Observable [FI1]1 :❑Not Applicable I 303.1.1.1, Ceiling insulation installed per ( ❑Complies 303.2 (manufacturer's instructions. Is „ ❑Does Not [FI2]1 ;Blown insulation marked every I300 ft2. " ❑Not Observable ❑Not Applicable 402 2 3"IF Vented attics with air permeable ❑Complies [F[22] f insulation include baffle adjacent ❑Does Not to soffit and eave vents that u s � �zsr extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- :❑Complies [F13]1 !insulation >_R-value of the '❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 i ACH 50 = ACH 50 = ❑Complies [F117]1 Iach in Climate Zones 1-2,and '❑Does Not I<=3 ach in Climate Zones 3-8. ❑Not Observable 3❑Not Applicable 403.2.3 Duct tightness test result of<=4 ? cfm/100 cfm/100 ❑Complies [F[4]1 (cfm/100 ft2 across the system or ' ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ;❑Not Observable !handler @ 25 Pa. For rough-in [tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 determine air leakage with ft2 ft2 T❑Does Not either: Rough-in test:Total ;leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ❑Not Applicable ;w.g. across the system including the manufacturer's air handler ;enclosure if installed at time of 'test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch ,w.g.across the entire system including the manufacturer's air :handier enclosure. a 403.3.2.1 ;Air handler leakage designated r '❑Complies [FI24]1 I by manufacturer at<=2%of ❑Does Not ;design air flow. ❑Not Observable ❑Not Applicable r40311' , Programmable thermostats • , `-"` ❑Complies T,F-19]p installed for control of primary ❑Does Not heating and cooling systems and d F ❑Not Observable initially set by manufacturer to ¢ code specifications. ❑Not Applicable ...-__. __._.___.�_..�_........_..._-...... 3# �403� 2 Heat pump thermostat installed �� � i �`❑Complies [11p]2 A3on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403� Circulating service hot water ❑Complies [j 111]z� systems have automatic or y ; ❑Does Not 51 accessible manual controls. 6 1❑Not Observable ❑Not Applicable High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Report date: 07/18/19 Data filename: Untitled.rck Page 7 of 9 � P �Verafi � �i d Uer��t� � �a2•Yx � � &Re ID y yy 403 61AI1 mechanical ventilation system = ❑Complies (FI25] / !fans not part of tested and listed []Does Not NHVAC equipment meet efficacy and air flow limits. ,❑Not Observable x w - ❑Not Applicable 4032 Hot water boilers supplying heat j y. ❑Complies (1 i26j� � through one-or two-pipe heating m []Does Not Fsystems have outdoor setback jy x !control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. _; z 403 5 1ul Heated water circulation systems ' ❑Complies (F128j2�' have a circulation pump.The ❑Does Not system return pipe is a dedicated ' ,le -]Not Observable r / return pipe or a cold water supply w ❑Not Applicable alp pipe.Gravity and thermos- sypMOM hon circulation systems are not present. Controls for ?A "Ma� circulating hot water system F s pumps start.the pump with signal , for hot water demand within the y� occupancy. Controls automatically turn off the pump �s when water is in circulation loop �iv' Q a 11 is at set-point temperature and no demand for hot water exists. ✓ [03 5�1 Electric heat trace systems ❑Complies F129] comply with IEEE 515.1 or UL x, ❑Does Not ��515.Controls automatically f '; adjust the energy input to the ❑Not Observable heat tracing to maintain the n? ❑Not Applicable desired water temperature in the piping._ 4035 2� Water distribution systems that `, ay 0:e❑Complies [F630]2x �have recirculation pumps that ❑Does Not � r pump water from a heated water a a ❑Not Observable / ,supply pipe back to the heated v water source through a cold ❑Not Applicable y water supply pipe have a x demand recirculation water a� system. Pumps have controls ya that manage operation of the pump and limit the temperature 4. of the water entering the cold water piping to 1049F. `, 4U54 Drain water heat recovery units "r []Complies tF1311 tested in accordance with CSA � - _ ❑Does Not �� 1355.1. Potable water-side ✓ ' /, ❑Not Observable pressure loss of drain water heat ! ❑Not Applicable � �recovery units< 3 psi for Pp " individual units connected to one 90 or two showers. Potable water- sidepressure loss of drain water heat recovery units < 2 psi for aN individual units connected to three or more showers. '-< >;a _ 404.1 :75%of lamps in permanent ' ' ;,,. ❑Complies [F1611 :fixtures or 75%of permanent = ❑Does Not fixtures have high efficacy lamps Does not apply to low-voltage ❑Not Observable lighting. ' ❑Not Applicable 404 11 Fuel gas lighting systems have * ❑Complies [F123] no continuous pilot light. ❑Does Not a ❑Not Observable ��x' . . .�❑Not Applicable 1 ;High Impact (Tier 1) ? Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 07/18/19 Data filename: Untitled.rck Page 8 of 9 W-5 inalqns 'C' ;Compliance certificate posted. EEI]Complie ElDoes Not EJNot Observable ONot Applicable IManufacturer manuals for OComplies 4�.� mechanical and water heating s E-]Does Not systemshave been provided.dV EINot Observable EINot Applicable Additional Comments/Assumptions: Ff:,-Wlgh Impact(Tier 1) medium Impact—(Tier 2) Low Impact(Tier 3) J Project Title: Report date: 07/18/19 Data filename: Untitled.rck Page 9 of 9 2015 OEGC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): WE ®oo Window 0.30 Door 0.30 mom Heating System: Cooling System: Water Heater: Name• Date• Comments Application Number........................................... . Section 9- Construction Supervisor Name ' V1 Telephone Number Address (,�sQ ` City o nil 3 'State Zip obi License Number G� 5 7 License Typc6Lt ��i' j Expiration Date Ll/,�2 Contractors Email erl CSkA I�(� YVIAI -rCell # I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation re ' ed 80 CMR and the Town of Barnstable.Attach a copy of your license. Signature "Date, ' .Section 10-Home Improvement Contractor Name 1`�-/ Telephone Number Address City &It7/ tate 'Zip Registration Number. Q Expiration Date / G ,I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation re d by ty MR and the Town of Barnstable.Attach a copy of your H.LC... Signature Date /14;2-11� Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the=ales and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date Af�PLICANT SIGNATURE Signature Date lo2 Print Name Telephone Number. E-mail permit to: or f e-a ��> , 3 ` 0 Last updated: 11/15/2018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) Historic District ❑ Site Plan Review(if required) ❑ Fire Department '❑ ' Conservation ❑ - s For commercial work,please take your plans directly to the fire department for approval _ 1 r Section 13 — Owner's Authorization i �.�-�' '� as Owner of the subject property hereby authorize f ,�-�d- �- � to act on my behalf, in all matters relat' to '�autho ' e bv tkis 'lding permit application for: /T /21 � (Addre gs of job) 7h a //2 itatu're of Owner date Print Name Last updated: 11/15/2018 . y ,0 � f l i • s: y a. ks, e � i' w r .I•� r �1, err �„ �„ �` ,T .r` i, � � , s a ' ,+,t'4"�"`... I.,i it• it ..�''�-*`'O• , I � f� 'T.� i l MOofse Cascade Triple 1-31V x 16"VERSA-LAM®2.0 3100 SIX PASSED FB01 (Floor Beam) BC CALC®Member Report Dry 11 span I No cant September 6,2019 08:25:54 BWA1295 Job name: S Garage 0- File name: $� Address: Description: City,State,Tip: Barnstable,MA Specifier. Eric Stanley Builder Botelio Lumber Designer. Spencer Lockhart Code reports: ESR 1040 Company: Boise Cascade 2 1 1 3 1 0 LW M 18-00.00 B1 132 Total Horizordal Product Length=10-07-00 Reaction Summary(Down/Uplift)(Ibs) Bearing L we Dead Snow Mind Roof Live B1,3-1/2" 223010 3311/0 3345/0 B2,3-1/2" 2230/0 3311/0 3345/0 Load Summary Live Dead snow wind Roof Tributary Live Tag Description Load Type Ref: Start End Loc. 100% 90% 115% 160% 125% 0 Self--Weight Unf.Lin.(Ib/ft) L 00-00-00 18-07-00 Top 24 00-00-00 1 Floor Unf.Area(lb/ft') L 0040-00 18-07-00 Top 40 12 06-00-00 2 Wall Unf.Lin.(lb/ft) L 00-00-00 18-07-00 Top 80 Me 3 Roof Unf.Area(Ib/ft2) L 00-00-00 18-07-00 Top 15 30 12-00-00 Controls Summary value %Allowable DureMon Case Location Pos.Moment 33111 ft-Ibs 51.4% 115% 3 09-03-08 End Shear 6182 lbs 33.7% 116% 3 01-07-08 Total Load Deflection L/398(0.546") 60.3% n1a 3 09-03-08 Live Load Deflection L/713(0.305") 50.5% Ma 6 09-03-08 Max Defl. 0.546" 54.6% Me 3 09-03-08 Span/Depth 13.6 Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Minimum bearing length for B1 is 1-7/8". Minimum bearing length for B2 is 1-718". Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2015. Design based on Dry Service Condition. Connection Diagram: Full Length of Member I b d LI a e Page 1 of 4 Boise Cascade EMM Triple 1-31V x 16"VERSA-LAM®2.0 3100 SP PASSED FB01 (Floor Beam) BC CALC®Member Report Dry 1 span No cant September 6,2019 08:25:54 Build.V295 Job name: Garage Fie name: Address: Description: City,State,Zip: Barnstable,MA Specifier. Eric Stanley Builder. Botello Lumber Designer. Spencer Lockhart Code reports: ESR 1040 Company: Boise Cascade Connection Diagram: Full Length of Member a minimum=1-1/2" c=13" b minimum=4' d=24" e minimum=1" Install screws with screw heads in the loaded ply. Connectors are:SDS 1/4 x 3-1/2 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure Its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building cod"ccepted design properties and analysis methods. Installation of Bow Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALOS,BC FRAMERS,AJSrm, ALLJOISTS,BC RIM BOARD-,BCIG, BOISE GLULAMTM,BC F1oorValue®, VERSAa.AW,VERSA-RIM PLUS®, Page 2 of 4 7. � .i� 'a jf� t. .. 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' s�s'a �= fi - 'a.} it 44, r .14 # .' 46 S+'s:FO,.,v y � IL. -2 t r+, 4` - m a; � �, r � ��:< r z Ka g t �r,,j.�a� y ec � � � "�j�►(�,yj{, � ��'!'$ re`" �. k. A-5 0 ' :.- a •k -. a, vw+, � laR 'M-ram + 6, LK,2,< I •v; 3 .emu, ',' 1 VA. t � ,; �� � � b r � xk�` z #it'• u4,.�' aroyP '� anti i f y, 3 *" a a: a x : r 'ram { ) ¢ ,e •. w �{ x k �4A a is a� P x. t i F T ' T,f i Y f 4,4 {{ �,`"�. a .',:4 .� P�::� � �. •� �:;. f 1��° w 3��.� � x�" ��ffi �;• ��„ �;M1y � � sue'' ��,. y• � �e� '�� G ��M,C'1 �,.,ram � f���''?",,:�� �""k�r �5l'x �:��-R`�" "�4` .i Aa- ap3 Ye -�`,gf�„r''"*a' ,',gV-�.& ,. i �,�, t J, 5 G L ; - — W14 'r �a* 3r�y s •;ifxW 4'34 y�`._u, k^�,�?, ,M 5.1., � 4 , Y �e • ' aft` e 4 "� 3t f :k Q Iwo a WLPlv 3 � � h r grit,47 w i a 'u r f � � � Eat » �-� vac ��M ,a �` a'• g*�? ��� � , r � r V Y FF If r :% — _ _ s+ s°" �,,,�•m,� �. �� '` —"-� � fit. �'�a �`a'x+� viN a yga' 'S9y'" a. �, ,x° '_ € ,St%.., r *s,�' r `�. 4' '>° �' °' �, §<w K + p• -+ 4P':-ems :w` ;' a .' '"h' _: bra �. ,; qp `'n .+rg t' "r, P E a`:. .ramp k &,• `°a �„, p„;_ .K 'p y ( .."h-e Aft°. F g` Y. 0 � �•x�! %�' 4t �+�> 3 �' �`X � 4 • �: �� 2y' � � p ,rt+.� rip - % WMI "s'm D x n 178 XV 4 y�y /- a- y t � r } F s t �' z .t��l� .. (. � � �, ���:' � � ,`� .�,� ,�� �`9.� ',' � •bf ,arm �i.. + n 1 i 1 i '• � ♦� anti v } Y 7.r�• C f! v 1'. 'r l L i 1 3 ®Boise Cascade PASSED r kyj I Lp M sar rF a C; • r q � , H 4 +a r rq r i S r • Y1 • a • r �x , 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i Map Parcel � � � `� <� � � Application# & Health Division Date Issued.: 4, Ztt Conservation Division 117 Application Fee Planning Dept. � Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address \) <Z 11` Village P 1 Owner Address Telephone Permit Request Square feet: 1 st floor: existing proposed . 2nd floor: existing proposed 6 . Total new3G�9_ Zoning District Flood Plain ��� p Groundwater Overlay Project Valuation\ O06 Construction Type L'b--%t�'��� -- Lot Size \�. ��1 Grandfathered: S-Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure S Historic House: ❑Yes A No On Old King's Highway: ❑Yes ANo Basement Type: ,Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) �b�6 Basement Unfinished Area (sq.ft) \Q-C Number of Baths: Full: existing_ new Half: existing �� new Cis Number of Bedrooms: existing I Qnew Total Room Count (not including baths): existing A new First Floor Room Count Heat Type and Fuel: AGas ❑ Oil ❑ Electric ❑ Other Central Air: .14,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: ❑ 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 �`� �'`�� `��°Y^ APPLICANT INFORMATION \ _ (BUILDER OR HOMEOWNER) Name (zz' Telephone Number Address� \ve. -P-v-v' • \ 0, License # Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE A4,e DATE c� \62 r" r FOR OFFICIAL USE ONLY APPLICATION # 1 DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE j OWNER - DATE OF INSPECTION: FOUNDATION FRAME o INSULATION Q°� G44, FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ` DATE CLOSED OUT t ' ASSOCIATION PLAN NO. t T7ie Comrrrorrfvealth o,f-Vassachusetts Depurbwent cr,f lndusshid Accidents - - Office of 1mvstigations 600 Washington Street y Boston,-41A 02111 • kr�rvx�:rntgovr�dia ; Mrorlmrs' CampensationInsuranceAffidavit:Builders/Contracturs/FIectricians/P'Iumbers. Applicant IuRinnation Please Print LegibIy Nsme(SusiaessPDrganizationfIndidual: Address: City/statelzip: Phi t Are you an emplojer?Check the appropriate born: '1.❑ I am a employes with 4. ❑ Type of proj ect(rcgnired)c I am a general contractor and I ❑New construction employees(full anNor part-timed* have hired the sub-coartzacton; .12.El am a sole proprietor or partner- listed on the attached sheet i-'❑ ode s ship and have no employees These sib-contactbrs have S.,❑Demolition wod7ng for mein any capacity: employees and have wozkers' [No nrorkers'camp.insurance comp.insurance.$ 9. Building addition retltured-] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions ` 3�] I am.a homeouvner doing all work - officers have exercised their 11.❑Plumbing repairs or additions \ € o workers' t of exemption per MGL �'� � - 12-❑Roofrepairs , insurance required.]'s c.152, §1(4h and we have ho . employeesjlYo worlrPrs 13.❑Other camp.insurance required-I! 'Any appK;caart Beat chedm box#1 vast also fill out the section below shaving their warkere compensation palicy bdbrmstiab 1115ameawners who submit this affidmra m&catmg tLey are doing all we*and then lees outside contractors oast euhmit a new affidwit indicating such. , fC'antmctois that,check this box must attached MiL addirianal dwiR l aouing the name of the sub-comcscttors sad state whether ar not those entities base employees. If the subtantmctoashive employees,they mustpmuide their morkeW camp.poll y number. I am an employer that,isprm-vidirtg wormers'comrrpensaden insurance for my euipLayees Below is the policy and job sets , informadorn , Insurance Company Name: Policy,4,-or Self--ins.Lic- k Expiration Date: Job Site Address: e. - �!' CitylStateZTp: Al,t,X AA Attach a copy of the workers'compensatio4blicy declaration page(showing the policy uumbtl and expiration date}.. Failure to secure coverage as.requited under Section 25A o€MGL c- 152 can lead to the imposition of criminal penalties of a fine up to$UOD 00 aad.for one-yearimprisou�as well as chil peualties.iu the form of a STQP WORK OFMERand a fsme' of up to$250-00 a day against the-violator. Be adtdsed that a copy of this statement maybe fxwarded to the Office of Imrestigations of the DL4 for insurance coverage*r ;tioa. I do hereby cetWP,ender time Pons andpenahri,,es ofpedary that the infonnatimi ptmicled above is true and correct Sitahire: Date: Phone# '1 DI' 4-44 9 \\ Co11� Official use opity. Do nat write in this area,to be completed by city aitoown official, t City or Town: Permitffikense# Issuing Authority(circle one): 1.Board of Health 3.Building Department 3.Qtyffown Cleric 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: Information, and Instructions Massachusetts Geum-g Laws chapter 152 rmlairm all employers to provide workers'compensation for their employees. , p -bD this statate,an enplayee is defm ed 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 enirrprise,and including the legal representatives of a deceased employer,or the receiver or trastee of a a individnal,partnership,association or other Iegal entity,employing employees. However the owner of a dwelling house having not more than tbree apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do mat rbraana%comt7action or repair work on such dwelling house or on the grounds or butading appudenaut thereto shall not because of such employment be deemed to be an employer." " e issuance or a a shall withhold th ussn MGL chapter I52,§25C(�also states that'every or local licensing ge cY _ business or to construct buildings in the commonwealth for any renewal of a license or permit to operate a burin � applicant who has not produced acceptable evidence of compliance with the b snrance.coverage required." Additionally.MCrL cfiapter 152, §25C(7)states-Neither the commonwealth nor 2�ny of ifs political subdivisions shall meter into any contract for the performance ofpnblic world until acceptable evidence of compliance with the ina,rrance. a o.- requirements of this chapter have been presente to the coat-acting bug ufh r�y-" AppHcaruts Please fill out the workers'compensation affidavit completely,by checking the boxes!hat apply to your situation anti,if necessary,supply sub-contractors)name(s), addresses)and phone numbers) along with their certificate(s)of ffia ance. Lfiited Liability Companies(LLC)or Limited Liabffify 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 in suran ca coverage Also be sure to sign and date the affidavit. The affidavit should be retuned to the city or town that the application for the permit or license is being requested,not the Depar(meaf of hjh-ctjal Accidents. Should you have any questions regarding the law or if you are requited to obtain a workers' compensation policy,please call the Department at the number Hsti :d below. Self-insured companies should enter their self-inm=ce license number an the appropriate line. City or Town Officials Please be sine that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fM out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the pemiitllicense number which will be used as a reference number. In addition, an applicant that must submit multiple pemiit/Hceuse applications in any given year,need only submit one affidavit indicating current p olicy bifbrmation Cif necessary)and under"Job Site Address"the applicant should write"all locations in (city or 'wwn)_'A copy of the-affidavit that has been officially stamped or marked by the city or tows may be provided ti the applicant as proof that a valid affidavit is on file for futnre permits or licenses. A new affidavit must be filled oirt each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial ventame e a do license or emut to bum leaves etc.)said person is NOT required to complete this affidavit L - g P 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 Com3inaawealti-of MaV achus:ttts Degarbncnt cif 1ud ial Aoczdenta Office of favegQgatio= Boston.,MA 02111 T(,-L 4 617 727-49QO cx- 406 or 1-97 MASS,� Fax 617-727'749 Revised424-07 asF, � �a �WE Town of Barnstable Regulatory Services BARN MAOR Richard V.Scali,Director 1639�. Building Division QED MP'I Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Using A Builder as Owner of the subject property hereby authorize C to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address o ob) **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 ' inspec ns are performed and accepted. �=Ignature o Owner Signature of Applicant -Print Name Print Name Date Q:FORM&OWNERPERMISSIONPOOLS Town of Barnstable Regulatory Services ,THE Richard V.Scali,Director t Building Division sz Tom Perry,Building Commissioner ranee. �, 1639. 200 Main Street, Hyannis,MA 02601 Ate www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION .Please Print DATE: JOB LOCATION: " a number" street G �j / village /[�G //h "HOMEOWNER": t1 4 0 i/ / ��u (t�/a /l 6✓r name home phone# work phone# CURRENT MAILING ADDRESS: 6 4jek Mown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as su ep rvisor. 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 pr afdur req ' e ents and the/she will comply with said procedures and requirements. ature 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,he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 040215 r AWe Guide'to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 ERIC STANLEY-ADDITION Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................................................................................110 mph Q WindExposure Category................................................................................................................................ B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 1 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) ...................................................6<_ 12:12 Q MeanRoof Height .....................................................................(Fig 2)..................................................12 ft <-33' Q BuildingWidth,W ....................................:.........................(Fig 3)................................................. 16 ft s 80' Q BuildingLength, L ..............................................................(Fig 3) ..................................................22 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4) ............................................... 1.5 <_3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4) .................................................6'-8"s 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry.................................................................................................................................... N/A 2.2 ANCHORAGE TO FOUNDATION1•3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only BoltSpacing-general ................................. ........(Table 4)...........................................................NA NA Bolt Spacing from end/joint of plate ............................(Fig 5).......................................NA in. <_6"-12" Q Bolt Embedment-concrete........................................(Fig 5)..................................................7 in. >7„ Q Bolt Embedment-masonry...............`........................(Fig 5) ........................................... in._> 15" N/A PlateWasher...............................................................(Fig 5) ..............................................>t 3"x 3"x'/o" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6)................................................._ft:5 12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................—ft :5 d N/A Maximum Cantilevered Floor Joists . Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................— ft <_d N/A FloorBracing at Endwalls...................................................(Fig 9)................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)............................314 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6'in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft <_ 10, Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................14 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in. <_24"o.c. Q WallStory Offsets ........................................................(Figs 7&8)...........................................—ft :5 d N/A AWe Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10).................................................................. . Q WSPAttic Floor Length...............................................(Fig 11).............................................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)...............................(Tables 7).............................................................2 Q Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9)..........................................6 ft 0 in.<_11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.<_11' Q Full Height Studs (no. of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)..........................................8 ft 0 in. <_ 12' Q Sill Plate Spans...........................................................(Table 9).................................._ft_in.<_ 12" N/A Full Height Studs no.of studs .....................3 Q 9 ( ) ...................................(Table 9)......................................... Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"<_6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10).......................................................30% . Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Openingz.....................................................................6'-8"<_6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q Field Nail 9.........................................(Table 11)...........:... ............. Spacing ...........12 in. p .............. Shear Connection (no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11).......................................................15% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................................................................................. Q AWE'Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12).............................................. U=236 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear..............................................(Table 12).................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf N/A Gable Rake Outlooker.........................................(Figure 20) ............._ft s smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................ U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............. Q Roof Sheathing Thickness........................................... ...............................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q STANLEY-ADDITION MEETS THE CHECKLIST IN ITS ENTIRETY,THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. 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 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4 a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment f y AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 -MEN THE:EDGE RESTS ON RRAAAING USE&!NAiL�S AT 6b•C. • 11 11 u 1-1 i t 1 1 1 1 1 11 II 11 11 Ir 11 11 11 71 11 11 1 11 Il d II IL - r 1 .0 11 11 1 II `C 11 Ii, 1 IL 11 I Q 1 IL Q ii it m 1 Ie Yi 11 li � 1 2 . co n Il � Q IL pQ 11 Ir 1 r 111 LIL u 1 11 1 0 fl Ir I W =' 1•I 1{j IL W11 1 11 .Z i1 li O I Ir 11! 1 IL u I I Q I I i t W 1 V u ,1 H II II 11 1 11 I1 11 �s 1 Ia r 1 � 11 rl 11 n rI LI Ill 11 - -•-J.L.� - IJ�'.v - ll� 40UME COWMW ` NAILSPAGNti1Ca PANEL 1{ Y See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWt Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(Igo CMR 5301.2.1.1)1 a NCO � xa tt: u m i da 0 a tI I1+ FAMING MEMBERS i l i EDGE IT ERMEMAT£ i 31 Ulm e � � � Z STAGGERED 3"MIN. NNL PATTERN PANEL PANe EDGE DOUBLE MAIL EDGE SPAMG DEFAL Detail Vertical and,Horizontal Nailing for Panel Attachment TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r Map 02119 Parcel 602 Application # QA) S t3�� Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee U Date Definitive Plan Approved by Planning Board �' Historic - OKH /YD _ Preservation/ Hyannis eo Project Street Address 9 u� r-r�_ 147 I/ Village 0- Owner &I G Address Telephone X9 • (P IA avir)t tili9- t1a/od Permit Request �ccLS loq I° 6C r-C_ �i Vlyvr.P e 62 r,ca ( 54S4e_W% - % , �a &\,J "3a -P�r�els Square feet: 1 st floor: existing proposed 2nd floor: existing proposed — Total new — Zoning District Re) Flood Plain Groundwater Overlay Project Valuation a 1,boo Construction Type P� Lot Size Grandfathered: ❑Yes Ag No If yes, attach supporting documentation. Dwelling Type: Single Family 3 Two Family ❑ Multi-Family (# units) Age of Existing Structure R) 4 f5. Historic House: ❑Yes allo On Old King's Highway: ❑Yes WLNo 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 Peat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other��_ Central Air: ❑Yes ❑ No Fireplaces: Existing 44-New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new sizoOool: ❑ existing ❑ new size W--/f Barn: ❑ existing ❑ new sizeo- Attached garage: ❑ existing ❑ new size*hed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Xz Commercial ❑Yes O No If yes, site plan review# Current Use ,e5►��ln�.L� Proposed Use AL 0_6"1 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 4 J"r 1AW-C L &rA Telephone Number 6 qb • S 39") Address 1 a rcaf License # L'S- n� V+- Cf�0 Home Improvement Contractor# Email 6D &-aL . C Worker's Compensation # WA�4 G / S�IeG ,ZCo ad ALL CON4TRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO a SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATEISSUED `MAP/PARCEL NO. ADDRESS VILLAGE OWNER f ? DATE OF INSPECTION: f FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 1 aj6- DATE CLOSED OUT ASSOCIATION PLAN NO. . I DocuSign Envelope ID:4DA41FC7,FF82-4B77-BA01-3BE24D6CBFOD ` . ' solar Clty. SolarLease 3055 Clearview Way,San Mateo,CA 94402 AMENDMENT T (888)SOL-CITY F(650)560-6460 SOLARCITY.COM SUMMARY Dater 6/22/2015 Customer Name and Address Customer Name Installation Location Contractor License Eric Stanley 89 Blueberry Hill Rd MA HIC 168572/EL- 89 Blueberry Hill Rd Hyannis, MA 02601 1136MR Hyannis, MA 02601 r Estimated Solar Energy Production First Year Annual Production: 8,848 kWh Initial Term Total Production: 168,809 kWh Payment Terms Amount Due at Contract Signing: $0 Amount Due when Installation Begins: $0.00 Amount Due following Bldg.Inspection: $0.00 Estimated Price per.kWh First Year: $0.1250 Annual Increase: 2.90% First Year Monthly SolarCity Bill: $92.17 Lease Term 20 Years 1. The SolarLease Agreement between SolarCity and You,(the"Agreement")including the Summary and Exhibits to that Agreement,are hereby amended as follows: a. The Summary is hereby amended as set forth above. b. Section 3 of the Agreement,"System Description"is replaced in its entirety with the following: ` 8.320 kW DC(STC)photovoltaic system Photovoltaic Modules Inverter(s) Mounting system Monitoring system Electric meter number:1910184 Extras: { PowerGuide Energy Usage Monitoring: '. Standard PowerGuide: C._ Section 4 of"the Agreement,"Lease Payments;Amounts"is replaced in its entirety with the following: SolarLease Amendment,January 7th,2015 Copyright 0 2008-2014 SolarCity Corporation.All Rights Reserved. 825766 ti I Doc Sign Envelope ID:4DA41FC7,FF82-4B77-BA01-3BE24D6CBFOD r A. Amounts Due at Lease Signing, Installation and B. Monthly Payments: Building Inspection: Your first monthly payment is$92.17, Payments Due at Signing: followed by 11 monthly payments of$92.17 each, Amount Due at Lease Signing: $0.00 followed by 12 monthly payments of$94.84 each, Delivery/Installation Fee: $0.00 followed by 12 monthly payments of$97.59 each, Total Due at Lease Signing: $0.00 followed by 12 monthly payments of$100.42 each, followed by 12 monthly payments of$103.33 each, Payments Due at Installation: $0.00 followed by 12 monthly payments of$106.33 each, followed by 12 monthly payments of$109.41 each, Payments Due after Building Inspection: $0.00 followed by 12 monthly payments of$112.58 each, followed by 12 monthly payments of$115.84 each, followed by 12 monthly payments of$119.20 each, followed by 12 monthly payments of$122.66 each, followed by 12 monthly payments of$126.22 each, followed by 12 monthly payments of$129.88 each, followed by 12 monthly payments of$133.65 each, followed by 12 monthly payments of_$137.53 each, followed by 12 monthly payments of$141.52 each, followed by 12 monthly payments of$145.62 each, followed by 12 monthly payments of$149.84 each, followed by 12 monthly payments of$154.19 each, followed by 12 monthly payments of$158.66 each. Your total lease payments,excluding tax,are$29,417.76.Your estimated average monthly tax payments are$0.00. Your first Monthly Payment is due on the first day of the first full calendar month,following the Interconnection Date. After your first Monthly Payment,future Monthly Payments(and any"applicable taxes)are due on the first day of the calendar month. C. Other Charges:. D. Total of Payments (A+B+C):$29,417.76 ! This is the total amount you will have paid by the end of this Lease.It If you make your Monthly Payments by allowing us to automatically debit includes the Monthly Payments stated above and estimated taxes of your checking or savings account,then you will receive a discount of $0.00. $7.50 on your Monthly Payments:The Monthly Payments listed above reflect this discount. If you do not allow the automatic debit,this discount will not be applied to your Monthly Payments and each Monthly Payment will be$7.50 greater. Solarl-ease Amendment,January P",2015 , ` Copyright©2008-2014 SolarCity Corporation.All Rights Reserved. 825766 r �„ r1: DocpSign Envelope ID:4�DA41FC7;FF82-4B77-BA01-3BE24D6CBFOD i E. Purchase Option At End of Lease Term: F. Other Important Terms: If you are not in default under this Lease,you will have an option to See Section 2 above for additional information on the Lease Term and also purchase the System at the end of the Lease Term for$32,322.91. see below for additional information on termination,purchase options, I renewal options,maintenance responsibilities,warranties,late and default charges and prohibition on assignment without SolarCity's consent. Payments due upon installation are due immediately prior to j commencement of installation. c.The last sentence of Section 5 f is hereby replaced in its entirety with the following: The total estimated amount you will pay for taxes over the Lease Term is$0.00. 2. Exhibit 2 of the Agreement,the Limited Warranty,is hereby amended as follows: a. The Table of Guaranteed Annual kWh in Section 2(c)(i)is replaced in its entirety with the following: Year Guaranteed kWh Total kWh Guaranteed ProrplM 2 16,770, 16,770 0.12927 4 16,603 - 33,373 0.13826 ,r 6 16,437 49,810 0.14787 8 16,273 66,083 0.15814 10 16,111 82,193 0.16914 12 15,950 98,143 0.18089 14 15,791 113,934 0.19347 16 15,633 129,568 0.20691 18 15,477 145,045 0.22130 20 15,323 160,368 0.2 36 68 b. The second and third sentences.of Section 2(c)(i)A are replaced in their entirety with the following: Your cumulative Actual kWh is dependent on a shading percentage of 11.59%on your Home., If this shading percentage increases,your Guaranteed Actual kWh will be reduced proportionately. Solarl-ease Amendment,January 71h,2015 Copyright©2008-2014 SolarCity.Corporation.All Rights Reserved,' 825766 i DocuSign Envelope ID:4DA41FC7,FF82-4B77-BA01-3BE24D6CBFOD , have read this Amendment in its entirety and l acknowledge that l have received a complete copy of this Amendment. This amendment supersedes any prior amendments that are inconsistent with the subject matter contained herein. The pricing in this Lease Amendment is valid for 30 days after 6/1/2015. If you don't sign this Lease Amendment and return it to us on or prior to,30 days after 6/1/2015,SolarCity reserves the right to reject this Lease Amendment unless you agree to our then current pricing. Customer's Name: Eric Stanley oowst and by: Signature: fplG Sfr (t,y Date: 6/22/2015 Customer's Name: Signature: Date: SolarLease SOLARCITY APPROVED v Signature: LYNDON RIVE,CEO t SolarLease ;-SolarCity. . Date: 6/1/2015 4 - _ SolarLease Amendment,January Ph,2015 Copyright 0 2008-2014 SolarCity Corporation.All Rights Reserved. 825766 ❑� ��❑� DocuSign Envelope ID:F4CDDEE8-C9BD-4929-8F35-10E479C48F2E` , - n 'SolarCet OWNER AUTHORIZATION Job ID: Location: 89 Blueberry Hill Rd Hyannis, MA 02601 I Eric Stanley as Owner of the subject property hereby authorize SolarCity Corp-HIC 168572/ MA Lic 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit'application,and signed contract. `5hG Si" "--" I 6/4/2015 Signature o Owner: Date: ' r - '24 St Martin Drive,Building 2 Unit 11 Marlborough,MA 01752 T(888)SOL-CITY F(508).460-0318 SOLARCI,TY.COM .. A2 ROC 24377 L,CA CSLB 888I04,00 EC 6041,CT HIC 063N*DC HIC 71101486,DC HIS 71101488,HI CT-29770: MA HIC.168572.MD MHIC 129M,:N1.13YH06160600;NYWC24624-H1.1,OR CCB 180498,PA 077343,TX TDLR 27006,WA SOLARC•91901 - A�tae,ixANaOtta •O�parnrttnt at Pubifc Salc+y DTI 8oarts 6i8udiling Repwalicns and Smoft Ids a •n�i««m,��.a`�1#+r••..' . x4c+tn00; CS-lM15 JASON PATRY 821 SMWART DRIVIi Abington MA 0?3S! -on t ' «= Office of Consumer Again&6usiaesa Remit tioo �. { I HOME IMPROVEMENT CONTRACTOR I Rogistletlon: tf38572 TYPG,4�` w + Expiration: ==17 Supplement SOLAR CITY CORPORATION JASON PATRY I 24 ST MARTIN STREET SLD 2UN I i.BOROUM,MA 01752 UnQeatersary 1 tee.. _ 1 .. � • • - P, �nr��17r rc��yzrr�{rr�lj t f' '� cc��cc� c �� ff Office of Consumer Affairs d Business Regulation 10 Park.Plaza - Suite 5170 Boston, Massachusetts.02116 Home lmprovement,Contractor Registration Registration: 168572 Type:• Supplement Card SOLAR CITY CORPORATION F,�^ Expiration: 3/8/2017 _ �� CHERYL GRUENSTERN 24 ST MARTIN STREET BLD 2UNIT 11 MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. seA, s, a_aM•05i Address Renewal Employment F_'1 Lost Card �. •-.t/fi•'� ..�t,7!(eu��•tn�J/7t/'—�li:,t.eur/gf.;r`,'JI� t *�- ffice of Consumer.Affairs&Business Regulation License or registration valid for individul use only ,tM-f, 'OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: . "s Office of Consumer Affairs and Business Regulation �,. - _dRegistration: 10572 Type; 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION CHERYL GRUENSTERN 3055 CLEARVIEW WAY + ~� SAN MATEO,CA 94402 Undersecretary -Not valid without signature 1 ; , _ The Commonwmlth ofMorssaehuseft Depar�itt of IndtrsY W AccWne ' Office of IuvesdgriAions -- —:w 1 Congress Shw4 Smite IM Boston,MA 02114-2017 -ram www mass gev1dia Worke"I Compensatim Insurance Allfidavit:Bailders/Contractors/Elecfricians/Plumbers ARWAhant Lut'o-mation Please Print LMf al Name(Businessvrgutatlon►fndlvitntal):_ SblarCity Caryoration Address: 3055 Clearview Drive City/StafdZi : San Mateo CA 94402 Phone M 888-765-2489 Are you an employer?Check the appropriate boar T of ro tret r 1.® 1 am a employer with W1 4. 0 I am a general contractor and I �'Pe P 3 ( e9 �� employees(full and/o>•part time). have hired die mib-coptractarti 6. []New oonstrvction r 2.❑ I am a sole proprietor or partner- lined on the attached sheet_ 7. ❑Remodeling ship and have no employees 'These sub-contzactors tame' S. ❑Demolition wort ing for me in any capacity. employees and have workers' (No wodzrs'comp.insurance �P-insurance. 9. �$uildiog addition ra required.J 3. [] We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all world ,. oificen have exercised their I l O Phumbiag repairs or additions tayselE[No wodmcs'comp. right of exemption per MGL 12.[]Roof repairs insurance required.]t c.152,§1(4),and we have no employees.(No Wadmrs, 13.E OtIur solar panels comp•insurance required.] 'Aoy a licm►t drat chodu box#I muse eke Sn out the sofma booty sbowite their woem a'compsr�n p0cy Mwmtba t Someawama who mbwft this affidavit MI=ft they are daft aU work and dim We ot:Wle anuama mast sttb=a now aM&vlt bftating suet. kVnWCMs drat check thh box must amm-W an adadand sheet showics the snare cf the aub-�tma and stet whd at[w or o those ataitin have ea pbtyaxs, if the sob-rn»s�as bave employee,ft=at raavtde thsfr Wo*M,Cmn;L POcY sUn6ar I am an employer dial is yrovUntg workers compensation bmrance for my employees Below is fse porky and job site uyarndation , Insurance Company Name: Liberty Mutual Insurance Company Policy or Self-iris >;ie. WA766D066265024 Bq&adonDatm 9/1/2015 89 Blueberry Hill Road MA 02601 Job Site Address:. CatylStatefZip: Hyannis, Attach a copy of the workers'compensation po&y declaration page(.9howistg the pocky nuimber and espkation 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 S 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$250.00 a day against the violator. Be advised that a copy of this statement may be fru warded to the OlEce of Investigations of the DIA for insurance coverage verification [do hereby r under the ss a that ore in ormadon provided above is true and correct June 23, 2015 Phone tF: `50&3141581 Officinal use only. Do Rot recite In dds area,to be completed by city or town,q,&-W City or Town: PermittLicense tt. issubg Authority(circle me): 1.Board of Health 2.Snuffing Department 3.City/Town Clerk 4.Mddw law-aw 5.Pit Piumhbg Inspector #i.002" Cataract Person: Phone M .4co,�d CER77FICATE OF LIABILITY INSURANCE I rfM ATE E GWED AS A N1A'fM OF UDOMIV MN OfILY.AND CoWt=no fU0M UPON In Cat11FICA79 M]LAOL ImI EA"!tT@ MIM OM NOT AFFVNTNFIY OR M MTPJMY AMM.EUM OR AUM THE COVERAM AFFORM W THE.PCUMM W&M THIS CITE OF IIESiA#JMUM "M NOT CCNWMM A COMRACT NOWRM TM MUNG MWJ%Mtft AUnMRCMD IMPREMMYWORPRODUCERANDTIEt GATEHOL.OER tI MRTAMf: Iftie co M I hoMw Is art ADD}T!Q)WIL IN$UITED;ft;2G;X y MLbt 40MKWMgdIt fflkNOMTKWISWAWED,WAMM to- the toms and cw at do pollcy,carts"Pam smy rsqom as w4km ew& A etaftamnt as tfdm cw=adm dam set eeefar ey4om to dw a iold�fe M►a atsaaest�!(s}. FtCIt 61fS�UlAItR9DtUICEB 3f5tJVJ�9ASiF�Y,SIiI'6t881I . 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ACM 25 PO TUO AMM narna and hVo aft imft of ACt h Version*".7 "WA SolarCit y N OF May 28, 2015 N G ' Project/Job#0261074 c RE: CERTIFICATION LETTER I L ti 1 Project: Stanley Residence Q 90,r, F k1 89 Blueberry Hill Rd SS NAL ENG\� Hyannis, MA 02601 05/29/2015 To Whom It May Concern, A jobske survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = MA Res.Code,8th Edition,ASCE 7-05,and 2005 NDS Risk Category= II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MP1: Roof DL= 11 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) - MP2: Roof DL= 14 psf, Roof LL/SL= 16.2 psf(Non-PV Areas), Roof LL/SL= 8.7 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.18757 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above.- I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res.Code,8th Edition. y. Please contact me with any questions or concerns regarding this project. Digitally signediby Nick Gordon Date:2015.05.29 07:52:48-07'00' ' 3055 Clearview Way San.Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com ,AZROC243771,CA CSLB 888104;00 EC 8041,C HIC 0632778.DC 1ItC,71101486,DC HIS f'.1101488,HI OT 297T0,MA HIC'188572,MD MHIC 128948,NJ WH06160800, -OR CCB 180498,PA 077$43,TX TDLR 27008:vJA GCL:SCtARC'9.1907-b 201I Solarcity.A71 rights reserved. t 05.28.2015 f Version#44.7 Y` .o o�;s��af C�� /® PV System Structural ,0�1 7 Design Software PR03ECT INFORMATION &TABLE OF CONTENTS Project Name {< Stanley4Residence AHJ. " Barnstable Job Number: 0261074 _ Building Code: MA Res.Code, 8th Edition Customer_Name: .. Stanley,MEric. Based On: . IRC 2009/IBC 2009_ Address: 89 Blueberry Hill Rd ASCE Code: ASCE 7-05 City/State. 'w H_yan_nis, sM_A_ —Risk.Category_ III Zip Code 02601 Upgrades Req'd? No 70.323822 Stam Rg d? Yes- Latitude/ Lon etude: �•41.657649 ' SC Office: Cape Cod PV Designer: Alex Muldrow Calculations::,-- ^ . Gra son Tonks ' — Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss= 0.18757 < 0.4g and Seismic Design Category(SDQ = B < D 1/2-MILE VICINITY MAP or 28 4. �i. . s 7 � I 0 • • • r�%- • • - • - Y • ® • - - • •- 89 Blueberry Hill Rd, Hyannis, MA 02601 Latitude:41.657649, Longitude: -70.323822,Exposure Category:C i ih 4 i STRUCTURE ANALYSIS - LOADING SUMMARY AND.MEMBER.CHECK- MPi Member Properties Summary MPi Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties San 1 _ 1156 ft " 'Actual D` 9.25" Number of Spans(w/o Overhan 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 t° A 13.88 in.A2 Re-Roof No San 4 Sx 21.39 in.A3 Plywood Sheathing Yes '> " San S' - `" ;.r I 98.93 in 4 Board Sheathing None Total Span 13.38 ft TL Defl'n Limit 120 Vaulted Ceiling F No PV 1 Start, 1.33,ft« - Wood Species SPF S� Ceiling Finish. 1/2"Gypsum Board PV i End 12.67 ft Wood Grade #2 Rafter Slope 230 PV 2 Start Fb ., ., .." 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi To Lat BracingFull4. « PV 3 Start .,. ~ : v,." E` 1400000 psi Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading Summary Roof Pitch S 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.09 11.9 psf 11.9 psf PV Dead Load PV-DL « ' 3.0 psf,"K ° > `x 1.09 -3.3 psf Roof Live Load RLL 20.0 psf x 0.95 19.0 psf p. - Live/Snow Load ;LL SLl Z 30.0 sf, ' ; x 0.7 �x 0.7.-,,. 21.0 psf,.,y 21.0 psf Total Load(Governing LC TL 1 32.9 psf 36.2 psf Notes: 1. ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(C0(IS)p9; Ce=0.9,Ct=1.1,IS=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL CF Cr D+S 1.15 1.00 0.39 1 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 30 psi 0.8 ft. 155 psi 0.19 Bending + Stress ` _'�529 si .' , -7.1 ft.. . r F ,s. 1273 psi ,: 0.42 w « Bendin -)Stress -10 psi 0.8 ft. -491 psi 0.02 Total Load Deflection 7 '. 0.23 in. - 719 r •, ; ,r,a7.1 ft.-- 1:36 in. 120' ' 0.17 �CALCULATION-OF DESIGN WIND LOADS=MP1 Mounting Plane Information Roofing Material Comp Roof PV System Type f• r _.n,n A : Solara SleekMdunt' Spanning Vents . No Standoff Attachment Hardware Comp Mount Type C a W, ., a Roof Slope 230 , ry Rafterpacing C ° Framing Type Direction Y-Y Rafters Purlin Spacing _ _X-X,Purlins Only . w x � NA Tile Reveal x Tile Roofs Only NA Tile Attachment System_ Tile's Roofs Only NA - .— Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method. w Partially/Fully Enclosed Method . Basic Wind Speed V 110 mph Fig. 6-1 Ex os—u —Ca-tea ;A : Cy s 4 Section6 .3_ - orY Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height, „ . „ .,. F;� h .y 25 ft Section 6.2 Pressure ffii Wind ressu a Coe c en is Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor M Krt _ a .00-- Section 6.5.7__ 1 _ Wind Directionality Factor . Kd 0.85 Table 6-4 _.�. Im ortance Factor _ _" ° 77' ,1.0;„ Table 6-1.r Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V-2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.87 Fig.6-11B/C/D-14A/B Ext."Pressure Coefficient Down GC'° W° - .:.: r. 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U °. -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direct o i n Max Allowable Standoff Spacing Landscape 64" 39" M Alowable,Cantilever��_y____fi ss Landscapew rNA- Standoff Configuration Landscape Staggered Max Standoff-Tributary,Area Trib ' 4 � ._ ,U , , £- 18 sf ---- r F PV Assembly Dea�d Load- W-PV 3 0 psf ---_ - -- w . m : x . 4a .-352 Ibs Net 1Nind��Uplift at Standoff_. .. d . T actual� --°� Uplift Capacity of Standoff T-allow 500 Ibs Standoff Ddmand Ca aci DCR " ` s 70.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable:Cantilever: ,•� ; e_�Portrait "_.,;� -�� -_�� ° � -., 19" r•,�: NA�d� Standoff Configuration Portrait Staggered Max Standoff Tributary Area_ �,; „-Trib, 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff a �T_actualP _- Uplift Capacity of Standoff T-allow 5_00 Ibs Standoff Demand/Capacity DCR.., f STRUCTURE ANALYSIS - LOADING SUMMARY AN'D'MEMBER CHECK MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50 Roof System Properties San 1 12.63 ft --Actual D A'J < " ��9.25" E Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material a°'Com 'Roof °S an 3 A 13.88 in.^2 Re-Roof No San 4 Sx 21.39 in.^3 P ood Sheathing _ ° 'Yes S an S e•' ' .�I 98.93,in.A4 Board Sheathing None Total Span 13.45 ft TL Deffn Limita 120 Vaulted Ceiling Yes:- 'M PV 1'Start:` ., 0.83 ft _ Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.67 ft Wood Grade #2 Rafter Slope 45°.v w PV 2 Start .,,., : : Fe". r .,__ ._ ' 875 si Rafter Spacing 16"O.C. PV 2 End R, 135 psi Top Lat Bracing Full PV 3 Start =£ 1400000 psi Bot Lat Bracing Full PV 3 End Emin 1 510000 psi Member Loading mary Roof Pitch 12 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.41 19.8 psf 19.8 psf PV Dead Load a.,. `.' PV-DL, F 3.0 psf HI ;.` x ;1:41 : 5:, , 4.2 psf Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow toad L x 0.54 )z 0.29• 162 psf, 8.7 psS sf Total Load(Governing LC TL 1 36.0 psf 32.7 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CJ(Is)pg; Ce=0.9,Ct=1'.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF ` Cr D+ S 1.15 1.00 1 1.00 1 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 24 psi 0.8 ft. 155 psi 0.15 Bending + Stress q ". 480 psi 7.2'ft.'_' 1273 psi, 0.38 Bending(- Stress -18 psi 0.8 ft. -1273 psi 0.01 Total Load Deflection -0.35 in. 607 ;' '7 7.2.ft.. ..', "1.79 in.; p 120 0 20 w " _' "• - '° � "� CALCULATION OFTDESIGN WIND_LOADS—_MP2 _ -- Mounting Plane Information Roofing Material Comp Roof P_V System Type° tTM SolarCi_ty SleekMoun ' Spanning Vents No Standoff,(Attachment Hardware), Comp MountTvpe Cn Roof Slope 450 _Rafe to Spacin _.dews.w...,�.,..r.....+....+.--r.— Framing Type Direction Y-Y Rafters Purlin Spacing "' " '" X_ -X Purlins Only —' w , :r NA. - Tile Reveal Tile Roofs Only NA Tile Attachment^System __ Tile Roofs Only NA Standen Seam ra Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Partial FuIIrEnclo eed Method Win- __gn_' hod , „ < : . '.° x N/ -y�T— �. - - ---- - Basic Wind Speed V 110 mph Fig. 6-1 Expo--—�__C tegory * 4 - -- - C _Section 6 5 6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height' =: *h ».--' :" . _25 ft .; Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K= 0.95 Table 6-3 Topographic Factor 'Krt" 1.00 _ Section 6.5.7 Wind Directionality Factor Ka 0.85 �._ Table 6-4 Importance Factor - I h, . 1.0 Table 6-1,. Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC ro .:. ` ' 0.87 .,;: Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC ) Equation 6-22 Wind Pressure Up POP) -23.6 psf Wind Pressure Down P 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max-Allowable Standoff Spacing Landscape 64" 39 Max Allowable_Cantilever ' . - ' ,;;,,r Landscape Standoff Configuration Landscape Staggered Max Standoff Tributary Area `... w' Tribe:; 4 18'sf' PV Assembly Dead Load W PV 3.0 psf Net Wmd,Uplift at_Standoff _ __ T actual -391-Ibs ° - . - gplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca ace X-Direction - Y-Direction Max Allowable Standoff Spacing.. Portrait 48" 66" Portrait 17 NA Max Allowable Cantilever w. '" " ' ' r A y � -- -- Standoff Configuration Portrait Staggered Max Standoff TnbutaryArea� Trib 22 sf s PV Assembly Dead Load W-PV 3.0 psf ----- _ _Net Wind lDlift at Standoffs.y T-actual r =4891bs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca acety DCR` n 97.9% s;.• :,.> Parcel Detail Page 1 of 2 rvp jar Logged In As: Parcel Detail s Tuesday,October 20 2009 Parcel Lookup Parcellnfo ...... _ � _._.__...., Parcel ID[249-075-002 J DeveloLot LOT 19 Lot Location 189 BLUEBERRY HILL ROAD + Pri Frontage Sec Road Secj Frontage - I Village HYANNIS Fire District;HYANNIS Sewer Acctj � Road Indexj0141 Asbuilt Septic Scan: ,' P Interactnre 249075002_1 Map € e Owner Info Land Info ..... ........ ...... ............ ....... ----------- _ - ---- Acres 0.337 J use Single Fam MDL-01 I Zoning[RB tvghbd,0105 Topography I Road j I Utilities 1 I Location Construction Info l _ ..._ _.__ ...------- .---Building 1 of 1 -- u --- _---- - - Year Roof Ext - - Built 2005 1 Struct IGable/Hip Wall Wood Shingle Effect ...-. ..._....... Roof L... AC Area 1521 cover IAsph/F GIs/Cmp TypeInt Central y Style Cape Cod all PI tsaPl ered Bed 1 Bedroom ' P Wall I Rooms�.. ...�......... � �� Model jR d ntial Int iCar et - Bath 2 Full+ 1H Floor i P m ) Rooms k — -— Heat� - ._ --- Total _.....GradeAvera a Hot Air� g T e� � RoomsiYP , j Heat!Gas 1Found- Stories Fuel i I ation Permit History Issue Date Purpose Permit# Amount Insp Date Comments 11/9/2007 Out Building 200707169 1OX12 SHED 5/13/2005 Dwelling 184098 1$100,000 12/20/2005 12:00:00 AM Visit History ` http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=18059 10/20/2009 Parcel Detail Page 2 of 2 Date Who Purpose 7/24/2007 12:00:00 AM Karen Perry In Office Review 6/22/2007 12:00:00 AM Jeannette Kirwan In Office Review 1/12/2006 12:00:00 AM Paul Talbot Vacant Lot 12/20/2005 12:00:00 AM Martin Flynn Meas/Listed-Interior Access 10/21/2005 12:00:00 AM Martin Flynn Call Back Next - Sales History Line Sale Date Owner Book/Page Sale Price 1 9/6/2005 STANLEY, ERIC 20232/332 $165,000 2 5/24/2005 STANLEY, DEAN F 19858/058 $165,000 3 4/29/1992 BUCK, CHESTER C&.MARY H TRS 8000/173 $1 4 11/15/1986 BUCK, DONALD E 5410/315 $1 5 5/15/1965 1 BUCK, CHESTER C& MARY H 1296/930 $0 Assessment History ......... _ ......................... ._......--.... Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2009 $165,600 $0 $0 $157,100 $322,700 2 2008 $184,800 $0 $0 $168,200 $353,000 4 2007 $204,800 $0 $0 $168,200 $373,000 5 2006 $0 $0 $0 $60,500 $60,500 6 2005 $0 $0 $0 $54,800 $54,800 7 2004 $0 $0 $0 $46,600 $46,600 8 2003 $0 $0 $0 $41,900 $41,900 9 2002 $0 $0 $0 $41,900 $41,900 10 2001 $0 $0 $0 $41,900 $41,900 11 2000 $0 $0 $0 $27,500 $27,500 12 1999 $0 $0 $0 $27,500 $27,500 13 1998 $0 $0 $0 $27,500 $27,500 14 1997 $0 $0 $0 $27,500 $27,500 15 1996 $0 $0 $0 $27,500 $27,500 16 1995 $0 $0 $0 $27,500 $27,500 17 1994 $0 $0 $0 $31,000 $31,000 18 1993 $0 $0 $0 $31,000 $31,000 19 1992 $0 $0 $0 $34,400 $34,400 20 1991 $0 $0 $0 $48,200 $48,200 21 1990 $0 $0 $0 $48,200 $48,200 22 1989 $0 $0 $0 $48,200 $48,200 23 1988 $0 $0 $0 $148 $148 � Photos http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=18059 10/20/2009 1V 11 tUl ^V^ lies 0 4 tv 089 42,3 M cz, 14.t Fp NcR T� ` E h OM � o ^ti - 4 LOT 10 15970 t S.F. � 75°dg•'SO'!Y Ri k V I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE. INFORMATION AND BELIEF THE DWELLING SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS OF THE ZONING BY-LAW FOR THE RB DISTRICT. Of ZONE R g SETBACKS FRA S�DET - �0' No.29869 . � REAR - l 0' � gfi31STE��b� , THE DWELL I NG DEPICTED ON THIS ro 13 c�zmo s PLAN WAS LOCATED ON THE GROUND PLOT PLAN BY SURVEY ON AUG. 29. 2005 AND IN EXISTS AS SHOWN AS OF THE DATE OF LOCATION. BARNSTABLE, NA. SCALE: 1'-40 AUG. 30, 2005 THIS PLAN IS FOR PLOT PLAN PURPOSES ONLY AND NOT FOR EAGLE SURVEYING , INC RECORDING. DEED DESCRIPTIONS 823 Route 6A OR ESTABLISHING PROPERTY LINES. Yormouthport, IAA. 02675 (500) 382-8132 (508) 432-W33 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 05-021 Wo t ` TOWN OF BARNSTABLE 45 DAY CERTIFICATE OF OCCUPANCY PARCEL ID 249 075 002 GEOBASE ID 38901 ADDRESS 89 BLUEBERRY HILL ROAD PHONE HYANNIS ZIP - LOT 19 BLOCK LOT SIZE DBA DEVFLOPMENT `� DISTRICT HY PERMIT 89221 DESCRIPTION 45 DAY CERTIFICATE OF OCCUPANCY PERMIT TYPE BTC00 TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: Department Of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND $.00 p1F CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSE`ir;HR E 1 PRIVATE I .0�'_ • BARNSTABLE, MAsa FD MPl A BU ING D,IYISION BY DATE ISSUED 12/21/2005 EXPIRATION DATE TOWN OF BARNSTABLE BUILDING PERMIT r PARCEL ID 249 075 002 GEOBASE ID 38901 ADDRESS 89 BLUEBERRY 14ILL ROAD PHONE � HYANNIS ZIP i LOT 19 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 84098 DESCRIPTION �EW 17BEDROO SINGLE FAMILY HOME PERMIT TYPE BUILD TITLE EW RESIDENTIAL BLDG PMT= CONTRACTORS: STANLEY, DEAN F. Department of ARCHITECTS: I F12- Regulatory ServicesTOTAL FEES: $761.33 BOND $.00 pfr CONSTRUCTION COSTS $153,984.00 M � 101 SINGLE FAM HOME DETACHED ,1 ' PRIVATE f -.7 > • BARNSTABLE,-12C MASS. * �, 039. BUILDING DIVISION C.� BY DATE ISSUED 05/13/2005 EXITION DATE C ��4-11 , w 4 tTr w s TOWN OF `BARNSTABLE BUILDING PERMIT4�* , PARCEL -ID 249 078: 002 GEOBASE "ID 38901 ADDRESS'^. 89 BLUEBERRY BILL ROAD PHONE HYANNIS ZIP ' 't~LOT 19. `Y ^ BLOCK. LOT SIZE _. DBA DEVELOPMENT DISTRICT HY ERMIT ' ' ` 8`40 8 DESCRIPTIt7N NEW 1 BEDROOM SINGLE FAMILY' HOME PERMIT,TYPE ..BUILD TITLE" NEW 'RESIDENTIAL BLDG PMT CONTRACTORS STANLEY, DEAN F. :4 Department of f ARCHITECTS. c Regulatory Services TOTAL FEES: $761.33 r' BOND 00 I 'k.. GeNSTRUCTION COSTS $153,984.00 ' 1 1 S I NGLE FAM HOME DETACHED :r l PRIVATE [ fBARNSTABLEi MAM r BUILD D..IVISION BI DATE ISSUED 05/13/2005 EXPIRATION DATE .THIS PERMIT CONVEYS 0 RIGHT TO OCCUPY ANY STREET,ALLEY OR'SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUB C PROP RTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;MUST BE APPROVED BY THE JURISDICTION:.STREET OR ALLEY GRADES AS WELL ASDEP4TH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF.THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED —FOR ALL ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE,, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION. PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS L-HAS.BEEN,MADE.WHERE A CERTIFICATE OF OCCU (READY TO LATH). `FANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. O ANICAL INSTALLATIONS. _C_CUPIED UNTIL FINAL INSPECTION HAS BEEN MA_D_E. 4 FINAL INSPECTION BEFORE OCCUPANCY. -- — — BUILDING INSPECTION APPROVA PLUMBI G IN PECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 0 2 2 ►Z 43/(/S- 2 -� Pl-V,44 04 1°: HEATING INSPECTION APPR Aar ENGINEERING DEPARTMENT Oft 2 BOA OF HEALTH. 1C�wr�L Ctas vK l7 7/v OTHER: l SI PLAN REVIEW APPROVAL ' WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING PERMIT � F s. i� TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 249 075 002 GEOBASE ID 38901 ADDRESS 89 BLUEBERRY HILL ROAD PHONE HYANNIS ZIP — LOT 19 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 89221 DESCRIPTION CERTIFICATE OF OCCUPANCY PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department-of ARCHITECTS: Jv ' Regulatory Services TOTAL FEES: BOND $.00 CONSTRUCTION COSTS $.00 �" K 756 CERTIFICATE OF OCCUPANCY 1 ' PRIVATE I .0> * B WgrABLE, Mass. 1639. FO MP'�A BUILDING DIVISION BY �o DATE ISSUED 12/21/2005- EXPIRATION DATE 03/31/900� TOWN OF BARNSTABLE TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 3/31/06 PARCEL ID 249 075 002 GEOBASE ID 38901 ADDRESS 89 BLUEBERRY HILL ROAD PHONE HYANNIS ZIP - II' LOT 19 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY j PERMIT 89221 DESCRIPTION 45 DAY CERTIFICATE OF OCCUPANCY PERMIT TYPE BTCOO TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: Department of ARCHITECTS: . :-=Regulatory Services + TOTAL FEES: $25.00f BOND $.00 ptr CONSTRUCTION COSTS $.00 , 753 - MISC.- NOT CODED ELSEWHERE 1 PRIVATE } . ._ ` * BARNSTABLE, • f MASS, (( 039. FD Mpl A --- 4 BUILDING DIVISION BY - DATE ISSUED 12/21/2005 EXPIRATION DATE 3/31/2006 TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 249 075 002 GEOBASE ID 38901 ADDRESS 89 BLUEBERRY HILL ROAD PHONE HYANNIS ` ZIP — a LOT 19 BLOCK LOT SIZE D�. DEVELOPMENT DISTRICT HY � PERMIT 84098 DESCRIPTION NEW 1 BEDROOM SINGLE FAMi -Y HOME PERMIT. TYPE BUILD TITLE 'NEW RESIDENTIAL BLDG PMT CONTRACTORS: STANLEY, DEAN F. ARCHITECTS: Departmentlof. Regulator is rvisces TOTAL FEES: $761.33 BOND $.00 CiSTRUCTION COSTS .$153,984.00... . 4 . loll SINGLE FAM HOME DETACHED 1 PRIVATE C MAW �t63i9 ISLo�, t DATE ISSUED: 05/1.3/2005 EXPIRATION DATE --- ---- --- ------ 40 THIS.PERMIT CONVEYSkol,,,G� HT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHM ENTS ON PUBPPOP,ERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION:.STREET OR ALLEY GRADES AS WELL A•SDEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF.THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR.ALL.CONSTRUCTION WORK:. WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. CH- 3..INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. oFINAL.INSPECTION BEFORE OCCUPANCY. .BUILDING INSPECTION APPF12YAM PLUMB114G IN ECTION APPROVALS ELECTRICAL INSPECTION APPROVALS Mai , 2 2 12 I3 GS' 2A l 7 s- /aIQ ; n4 3 p 1 HEATING INSPECTION APPR A ems, ENGINEERING DEPARTMENT 2. / BOA. OF HEALTH ruvAL C65 vK 17- A7 Yt-t OTHER: SI .PLAN REVIEW APPROVAL 61 . '�• �� �� off" ,Y I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED.ON THIS THE INSPECTOR;HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUG- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. Town of Barnstable do Regulatory Services • Thomas F. Geiler,Director r r ii "`"SS'039. Building Division �0 p>Fo�„ur 55 Tom Perry,Building Commissioner � � , 200 Main Street, Hyannis,MA 02601 . www,town.barnstable.ma.us Lv v 's 1 Office: 508-862-4038 Fax: 508-790-623( PERMIT# �2Gb-7O-1,1 (of FEE: $ �J` 0D SHED REGISTRATION 120 square feet or less 9111tL aao/ Location of shed(address) Village Property owner's name Telephone number Size of Shed i ap/Parce #.. Signature Date Hyannis Main Street Waterfront Historic istrict? j �03d-King's Highway Historic i ss'on 'urisdiction? Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30 &3:30-4:30 + PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM. MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042506 Cy 1 \ , \\ V I s ,8.024 30 0.40 grr 00 F 1o( �B9 4z.; 4 •0 c��RfT�,c I4 * F�VNdAT OWN h III o o I 4 LOT 19 15970 x S.F. s0-�y I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE. INFORMATION AND BEL IEF .THE DWELLING SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS OF THE ZONING BY-LAW FOR THE RB DISTRICT. aw ZONE RB °F �'As SETBACKS a ' FRONT - 20' V4i1TIR+lG°i .` , REAR. - 10.,'--- s 9��StE��`� ,b THE DWELLING PEP ICTED ON THIS A 130�zmos PLAN WAS LOCATED ON THE GROUND PL 0 T PLAN BY SURVEY ON AUG. 29. 2005 AND IN EXISTS AS SHOWW AS OF THE DATE OF.LOCATION. BABNSTABLE. MA. SCALE: 1 '-40' AUG. 30. 2005 THIS PLAN IS FOR PLOT PLAN PURPOSES .ONLY AND Nor FOR EAGLE SURVEYING , INC RECORDING. DEED DESCRIPTIONS $23 Route sA OR ESTABLISHING PROPERTY LINES. Yormouthport. MA. 02675 094) 3024132 (5Q8) 432-333 THIS PLAN-IS VOID IF NOT STAMPED AND S 1 GNED IN RED. 0 20 40 80 PROJECT NO. 05-021 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map DAR Parcel Permit# U Health Division uu. -/ 71 Date Issued . � � /�OS ���,S/fN&- Application Fee Uv Conservation Division � � �/ Tax Collector Permit Fee ,J Treasurer 1V SEPTIC SYSTEM MUST BE Planning Dept. �L � Our ALLED IN COMPLIANCE WITH TITLE 5 Date Definitive Plan Approved by.Planning Board 3q RONMENTAL CODE AND �,�. wo r�2EJr-d b TOWN REGULATIONS Historic-OKH Preservation/Hyannis �\- Project Street Address Village Owner Address ; 1.v Telephone S Ol X, ' � r Permit Request v Z Square feet: 1st floor: existing proposed 2nd floor: existing proposed :9 VA Total new Zoning District Flood Plain Groundwater Overlay o � va Project Valuation \003,00 y Construction Type w D A-M 41:1— r- Lot Size Grandfathered: Pes D No If yes, attach supporting ocumera`'ation.crn Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure �- %�Q Historic House: ❑Yes *No On Old King's Highway: 0 Yes dNo Basement Type: )�Full ❑Crawl D Walkout ❑Other' Basement Finished Area(sq.ft.) O Basement Unfinished Area(sq.ft.) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new i Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: V Gas O Oil ❑ Electric ❑Other Central Air: ❑Yes %No Fireplaces: Existing New C_ Existing wood/coal stove: ❑Yes JKNo Detached garage:❑existing iAnew size AV tkPool:❑existing ❑new size Barn:D existing ❑new size Attached garage:Cl existing D new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization__ O Appeal#__ Q00'�-��0.. .Recorded-❑ Commercial ❑Yes '19LNo If yes, site plan rev' w# 1 Current Use V A X \ Proposed Use S \\ M e BUILDER INFORMATION Name ,, Telephone Number lc;6G'Ng,: " —5.4kG Address `5 Vt_ ptQLicense# OS 9 Qom'I • -� � �\ S Home Improvement Contractor# SSA J Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEUNO. ADDRESS -� VILLAGE i r OWNER DATE OF INSPECTION: FOUNDATION: -or- FRAME ( - INSULATION _ �-� O L',.-" ,t 17 FIREPLACE ELECTRICAL:. ROUGH FINAL , PLUMBING: ROUGUI2 FINAL GAS: IkOUGH � m k FINAL ' - FINAL BUILDING t T� :2 m 0 / rr rJ O tt 00 DATE CLOSED OUT r* <r ASSOCIATION PLAN NO. l: The Commonwealth of Massachusetts Department of Industrial Accidents' �S�Blstlpd� t 600 Washington Street — J Boston,Mass. 02111 Workers' Com en'sation.Insurance Affidavit-General Businesses � _ � �•,. IIatIIe: address: iE city. \'e.tkj4it y' \�IQ— state: /tl\ /� ziv: a�o� . phone work site location(fall address): ❑ I am a sole proprietor and have no one Business Type: ❑Retail❑ RestaurantBaF/Eating Establishment working in any capacity. ❑ Office❑ Sales(including Real Estate,Autos etc.) I am an emplo with em to ees(full& art time): ❑Other 1� I am an;em-ployer providing vtiorkers' compensation foi my pl yees worlung on this job:. •8•cii "an •a 'm m dress: - C• 'nsiiran e o z' --: v. 1,6 0 I am a sole Proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: +4 addressa. C• i' 1ty 71e` - V. insurance co. oiic _ co ` c. m` n. a6ec n 'vs n city.. #ti ,.. ,. .. phone: f m ur nc_ o: tilicv:#"> Fallure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a finc up to$1,500.00 and/or one years'imprisonment as weIl as civil enalties In the form of a STOP WORK ORDER and a fine of$100.00 a day against me I understand to copy of this statement may be fornar. to the tfice of Investigations of the DIA for coverage verification. . I do hereb a ify rider t ns d naltie fperjury that the information provided above i tr a and rred Signature E Date at Print nameA Phone# 6�' JA�� 3 official use only . do not write in this area to be completed by city or town official _ city or town: permittlicense# Building Department ❑check if immediate response is required ❑Licensing Board ❑Selectmen's Office contact person phone# ❑Health Department (twee�Sept ) ❑Other Informati®n and Instructions Massachusetts General Laws:chapter 152 section 25 requires all employers.to provide workers'compensation for their.. employees. As quoted from the``law, an employee is.defined as every person in the service'of another under any contract of hire, express or implied; oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or mare of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased,employer, or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a . dwelling house having not more than three apartments and who resides therein, or the.occupant of the.dwelling house of another who employs_persons to do.maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment.be deemed to be an employer. :,. : . MGL chapter 152 section 25 also states that every state'or local licensing agency,shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the.commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor.any.of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance-with the insurance requirements of this chapter have been presented to the contracting . authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation.. Please supply company name, address.and phone numbers along with a certificate of insurance as all affidavits may be submitted--, - to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being -: requested, not the Department of Industrial-Accidents. -Should you have any questions regarding'-the"law"or if you are required to obtain a-workers"compensation policy,please call the Department at the number listed below. City or Towns . Please be sure that the affidavit is complete andprinted legibly. The Department has provided a space at the bottom of the. affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill.in the permit/license number.which will be used as a reference number. The.affidavits maybe.returned to the Department by,mail or FAX,unless other arrangements have been made. The Office of Investigations would lice to thank you in advance for you cooperation and should you Have any questions, please do not hesitate to give us a call. The Deparfinmt's.address,telephone and fax number: . The Conunnonwealth Of Massachusetts- Department.of Industrial Accidents lice of IMSHIMUS 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext.406 Affidavit of Substantial Financial Interest of on oath depose and state as follows permit for the pr arty located at Ma �� parcel 1. 1 am an applicant,for a building p � . . The address of the property is % legal or equitable interest in the real property which is the 2. 1 have permit application which is identified in paragraph 1 above. subject of the building p c a; the 3. Within in the last twelve months from to,a y or greaten legal or quitabie int rest in following individuals or entities have h permit application which is the real property which is the subject of the building p Identified in paragraph 1 above: Address Name o'l have last twelve months, from today's date,which is �.c have beend' 4. W ithin the whi :a 1% or greater legal or equitable interest in the following properties the subject of a building permit application: MaplParcei .Address building permit applications for 5, Within this calendar year, I have submitted __ . joperty in which I have a 1% or greater legal or equitable interest. P . 6, Within the last ten days, I have submitted building permit applications for propertyin which I have a 1% or greater legal or equitable interest, Within this month, I have submitted ,�building permit applications for property in 7. which I have a 1% legal or equitable interest. 8. Within this month, I have received Q building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of p ry,• this y f 200� 1 To" of Barnstable Regulatory Services # TAomas F.Geiler,Director 9Q� S w��� Building Division TomVerry, Building COmmdssiouer 200 Main Street, $yanais,MA 02601 www.iown barustable;ma.us Fax: 508 790-6230 Office: 508-862-4038 Property owner Must Complete and Sign TMs Section If Using ABuilder e as Owner of the subject prop xV I, . -act on mybehalf; hereby authorize all nistters relative to work authorized by this building permit application for; (Address of fob} Signature o Owner ate r Print Name r= RESIDENTIAL 13 ING PERMIT FEES APPLICATION FEE , New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE _square feet x$96/sq.foot= S a x.0041= plus from below(if applicable) AI,TERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft._ �b x.0041=� ACCESSORY STRUCTURE>120.sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: x.0041= square feet x$96/sq.foot= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck (number) x$25.00= Fireplace/Chimney • (number) Inground Swimming Pool $60.00 Above Ground Swimming pool $25.00 Relocation/Moving $150.00 (plus above if applicable) permit Fee Prolcost Rev:063004 04 M 23 PM 2. 32 07-20-20044 BARNSIABLE TOWN CLERK Town of Barnstable Zoning Board of Appeals Decision.and Notice Appeal 2004-077—Buck Variance-Section 3-1.1(5)Bulk Regulations,Minimum Lot Area To allow for two undersized lots that merged under zoning to be considered separate buildable lots. Summary: Granted with Conditions Petitioner: Chester C.Buck and Mary H.Buck Property Address: 89 Blueberry Hill Road,and 105 Old Strawberry Hill Road,Hyannis,MA Assessor's Map/Parcel: Map 249,Parcels 075.002 and 075.001 Zoning: Residence B Zoning District Relief Requested&Background: The subject of this appeal is that of two adjoining undersized lots in common ownership and control. The lots have merged under MGL Chapter 40 A,Section 6. The applicants are seeking to separate the merged lots so that ' both would be legal individual developable lots. The two lots are located at the intersection of Blueberry Hill and Old Strawberry Hill Roads in Hyannis. The lots were created by an early 1964 Subdivision Plan Number 21,entitled;`Blueberry Hill Subdivision Plan of Land in Cenfervilie-Hyannis-_Barnstable Mass.For Robert S.Elliott,"endorsed by the Planning Board and recorded at the-Barnstable Registry of-Deeds in Plan Book 187,Page 51. The Lots are located in the Residence B Zoning District. At the time of the division,the Residence B Zoning District required a minimum lot area of 10,000 sq.fL The subject lots were created'with just over 15,000 sq.ft. The district lot area remained at 10,000 sq.fL until 1985 when the minimum lot area was increased to one-acre. The lots are not within the Recourse Protection Overlay District and therefore,not subject to the two-acre minimum lot area. Lot 75-1,addressed 105 Old Strawberry Hill Road is a 0.36-acre parcel developed in 1966 with a two-story,four- bedroom 2,090 sq.fL,single-family dwelling. The dwelling also has an attached garage measuring 24 by 22 feet. Lot 75-2,addressed 89 BluebeHill Road is a vacant.parcel of 0.37-acres. tS� Procedural&Hearing ummary: This appeal was filed at the Town Clerk's Office and'at the Office of the Zoning Board of Appeals on March 26, 2004. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 09,2004 at which time the Board found to grant the appeal. Board Members deciding this appeal were Richard L.Boy,Sheila Geiler,Jeremy Gilmore,Gail` Nightingale,and Acting Chairman Ralph Copeland. Attorney John W.Kenney represented the applicants before the Board. He described the existing lots and the. location,noting thafthe lots had been legally created and that they remained separate buildable lots until 2000' when the lots:wereIransferred into the name of Chester C. and Mary H.Buck as,Trustees of the Buck Family Trust. - 1 i STAB "Olt ��,Y LL j 1 Town of Barnstable - ` Zoning Board of Appeals Decision and Notice Appeal 2004-077—Buck Variance- Section 3-1.1(5)Bulk Regulations,Minimum Lot Area "To allow for two undersized lots that merged under zoning to be considered separate buildable lots. Summary: Granted with Conditions Petitioner: Chester C.Buck and Mary H.Buck Property Address: 89 Blueberry Hill Road,and 105 Old Strawberry Hill Road,Hyannis,MA Assessor's Map/Parcel: Map 249,Parcels 075.002 and 075.001 Zoning: Residence B Zoning District Relief Requested &Background: The subject of this appeal is that of two adjoining undersized lots in common ownership and control. The lots have merged under MGL Chapter 40 A,Section 6. The applicants are seeking to separate the merged lots so that both would be legal individual developable lots. The two lots are located at the intersection of Blueberry Hill and Old Strawberry Hill Roads in Hyannis. The lots were created by an early 1964 Subdivision Plan Number 21,entitled; `Blueberry Hill Subdivision Plan of Land in Centerville-Hyannis—Barnstable Mass.For Robert S.Elliott,"endorsed by the Planning Board and recorded at the Barnstable Registry of Deeds in Plan Book 187,Page 51. The Lots are located in the Residence B Zoning District. At the time-of the division,the Residence B Zoning District required a minimum lot area of 10,000 sq.ft. The subject lots were created with just over 15,000 sq.ft. The district lot area remained at 10,000 sq.ft.until 1985 when the minimum lot area was increased to one-acre. The lots are not within the Recourse Protection Overlay District and therefore,not subject to the two-acre minimum lot area.. Lot 75-1,addressed 105 Old Strawberry Hill Road is a 0.36-acre parcel developed in 1966 with a two-story,four- bedroom,2,090 sq.ft.,single-family dwelling. The dwelling also has an attached garage measuring 24 by 22 feet. Lot 75-2, addressed 89 Blueberry Hill Road is a vacant parcel of 0.37-acres. Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board.of Appeals on March 26, 2004. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 09,2004 at which time the Board found to grant the appeal. Board Members deciding this appeal were Richard L.Boy,Sheila Geiler,Jeremy Gilmore,Gail Nightingale,an&Acting Chairman Ralph Copeland. Attorney John W.Kenney represented the applicants before the Board. He described the existing lots and the ^ location,noting that the lots had been legally created and that they remained separate buildable lots until 2000 when the lots were transferred into the name of Chester C. and Mary H.Buck as Trustees of the Buck Family Trust. oe Y Mr. Kenney and the Board discussed the vested language found in Section 4-4.2(2)of the Zoning Ordinance with -reference to common lot protection. That section reads: The protection afforded by this paragraph shall become vested upon the sale or transfer of the lot so protected into ownership separate from that of adjoining lots or the building thereon of a residence. It was noted that in 1986,a year after the minimum lot area was increased to one-acre,the vacant lot was transferred into the name of Donald E.Buck by Deed recorded in Book 5410,page 315. The Board and Mr. Kenney agreed that this language would suggest that the lot was thereafter protected form merger by that vested paragraph contained in the ordinance. The Board discussed future development of the lot and it was noted that this being in a Groundwater Protection Overlay District it was subject to the 330 rule and the 440 nitrogen loading limitations of Title 5. Public comment was requested and no one spoke in favor or in opposition to the request. Findings of Fact: d At the hearing of June 09,.2004 the Board unanimously made the following findings of fact: 1. In Appeal 2004-77,Chester C.Buck and Mary H.Buck have applied for a variance to Section 3-1.1(5)Bulk Regulations,Minimum Lot Area,to allow for two undersized lots that have merged under zoning to be considered separate buildable lots. The properties are located as shown on Assessor's Map 249,Parcels 075.002 and 075.001 addressed as 89 Blueberry Hill Road,and 105 Old Strawberry Hill Road,Hyannis,MA in a Residence B Zoning District. 2. The two lots are located at the intersection of Blueberry Hill and Old Strawberry Hill Roads in Hyannis. The lots were created by an early 1964 Subdivision Plan Number 21,entitled; `Blueberry Hill Subdivision Plan of Land in Centerville-Hyannis-Barnstable Mass.For Robert S.Elliott". 3. The subject lots were created with just over 15,000 sq.ft. The district lot area remained at 10,000 sq.ft.until 1985 when the minimum lot area increased to one-acre. ^. 4. Lot 75-1,addressed 105 Old Strawberry Hill Road is a 0.36-acre parcel developed in 1966 with a two-story, four-bedroom,.2,090 sq.ft.,single-family dwelling. The dwelling also has an attached garage measuring,24 by 22 feet. Lot 75-2, addressed 89 Blueberry Hill Road is a vacant parcel with 0.37-acres of area. 51. The two lots were originally purchased and transferred by one deed recorded in 1965 at the Registry of Deeds in Book 1296,page 930. Then in 1986,the vacant lot was transferred into the name of Donald E.Buck by Deed recorded in Book 5410,page 315. The developed lot remained in the name of Chester C.-and Mary H. Buck. This transfer,being made within the 5-year grandfathering provision,protected the lots from merging. 6. Then in 2000,the two lots were transferred into the name of Chester C. and Mary H.Buck as Trustees of the Buck Family Trust. Under Section 4-4.2(2)of the Zoning Ordinance,the common lot protection afforded therein by the vested language contained in the last paragraph technically protected the lots and they did not merge although there were in identical ownership.That vested language states that, "the protection afforded by this paragraph shall become vested upon the sale or transfer of the lot so protected into ownership separate t from that of adjoining lots or the building thereon of a residence." The lots technically did not merge with the 2000 transfer into common ownership due to the fact that in 1986 the vacant lot was conveyed to Donald E.. . Buck. The vested language contained in Section 4-4.2(2)was triggered by that 1986 transfer and the lot was a thereafter"vested". Therefore,this relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the Zoning Ordinance. 2 Decision: - Based on the findings of fact,a motion was duly made and seconded to grant the variance to both lots addressed 89 Blueberry Hill Road,and 105 Old Strawberry Hill Road,Hyannis,MA. , The developed lot(Lot Number 75-1),addressed 105 Old Strawberry Hill Road,Hyannis,MA is granted a variance to the one-acre minimum lot area requirement to allow it to stand alone as a separate undersized lot. The vacant lot,(Lot Number 75-2),addressed 89 Blueberry Hill Road,Hyannis,MA is granted the variance to the one-acre minimum lot area requirement subject to the following conditions: 1. Development of the lot shall not exceed 2,800 gross sq.ft.,not including the basement area and shall conform to all setbacks and bulk regulations of the Residence B Zoning District with the exception that no structure shall exceed two-stories,22 feet to plate. 2. The on-site septic system shall conform to Board of Health Title 5 requirements without variance. The . number of bedrooms shall be that permitted in conformance with Title 5. 3.• All buildings and all mechanical equipment shall conform.to the required setbacks. All mechanical equipment shall also be screened from public view. 4. Should public sewers becomes available,the lot shall be tied into that system within 90 days after it is available. The vote was as follows: AYE: Richard L.Boy,Sheila Geiler,Jeremy Gilmore, Gail Nightingale,Ralph Copeland. NAY: None Mr.Copeland noted that although the three prong requirements for granting a variance were not found,he concurred with the findings and decision based upon Lapenas v. Zoning Board of Appeals of Brockton, 352 Mass. 530,226 N.E.2d 361(1967). Ordered: a Variance 2004-77 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any, shall be made pursuant to MGL Chapter 40A,Section 17,within twenty(20)days after the date of the filing of ` this decision,a copy of which must be filed in the office of the Town Clerk. Ralph Copeland,Acting Chairman Date Signed • r I,Linda Hutchenrider,Clerk of the Town 6f Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. 'Signed and sealed this day of under the pains and penalties of perjury. Linda Hutchenrider,Town Clerk ' 3 ' ✓fie-�a7z�noozuiea�i o��aaaae`ivae%t i BOARD OF SMUILDING RE.GU;LATIGNS License: SUPERVISOR NCNITRUCTION 035037 16 Tr.no: 13079 Re ��� DEAN F STANCEe t r' 359 CAPTAIN LIJA C 'WERVILLE, MA 011••32 ! Alm inistrdbor BIC 13177 P0214 491302 02-1 1-2000 12 1 1 e S'-9 A298-10 QUITCLAIM DEED R298-04 THIS QUITCLAIM DEED,Executed this 17,4day of A4jCt 5* ,a000 (Y..,), by first party,Grantor, Donald E. Buck c3 whose post office address is 99 Blueberry Hill Road Hyannis, MA 02601 to second party,Grantee, Chester C. and Mary H. Buck, Tenants in Common whose post office address is 99 Blueberry Hill Road 'Hyannis, MA 02601 WITNESSETH, That the said first party, for good consideration and for the sum of Dollars($1.00 ) paid by the said second party, the receipt whereof is hereby acknowledged, does hereby remise, release and quitclaim unto the said second party forever,all the right,title,interest and claim which the said first party has in and to the following described parcel of land,and improvements and appurtenances there- to in the County of Barnstable ,State of Massachusetts to wit: ' The land in Barnstable (Hyannis), Barnstable County, Massachusetts, bounded and described as £ollowss Northerly by Blueberry Hill Road, ninety five (95) feet: Easterly by Lot 21, as .shown on plan hereafter referred to, one hundred seventy and 29/100 (170.29) feet.; 1 Southerly by land now or formerly of estate of Leslie A. Perry, ninety- five and 11/100 (95.11) feet; 1 Westerly by lot 17, as shown on said plan, one hundred sixty five and 74/100 (165.74) feet. Said parcel of land containing 15,970 square Feet of land, more or less, 7 and being shown as Lot 19 on plan of land entitled"Blueberry Hill" Subdivision Plan of Land in Centerville-Hyannis- Barnstable, Mass. for Robert S. Elliott, scale 1 inch z 60 feet - Dates .tune 18, 1964, Charles N. Savery, Inc. , Registered Engineers - Surveyors, which plan is recorded in Barnstable County Registrizcf(4)eeds, in Plan Book 187, pagu-�•41.�- ......---•.................................... . .ttorp ..h--e•-d-- ----......-.-...--- The abovey°cYeser ger�slotx�lgtoconveyetd subjectis1a8eand toogeRer with the benefit of all rights, rights of way, easements, covenants, agreements, restrictions and reservations of record. For Title, see deed recorded in Barnstable County Registry of Deeds in . Book 1296, Page 930. 0 5 92 20040 5 L'.k 19759 F'9 i 4`271b2 04---26-2005 a 01 220 DEED RESTRICTION WHEREAS,CHESTER C.BUCK and MARY H.BUCK of Hyannis,MA,("Owners"), the owners of real estate located at LOT 19 Blueberry Hill Road,Hyannis,MA,and being more particularly described as LOT 19 on a plan of land entitled"Blueberry Hill Subdivision Plan of Land in Centerville-Hyannis-Barnstable,Mass. for Robert S.Elliott" which plan is recorded in Barnstable County Registry of Deeds in Plan Book 187,Page 51 which deed is recorded at Book 13177,Page 214 at the Barnstable County Registry of Deeds WHEREAS,CHESTER C. BUCK and MARY H.BUCK,as Owners of said parcel has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said parcel as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; ti WHEREAS,the Town of Barnstable Board of Health,as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.000 State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,and authorizing the issuance of a building permit for the construction of a single-family home on this property,is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document; NOW THEREFORE,CHESTER C. BUCK AND MARY H. BUCK do hereby place the following restriction on said parcel in accordance with this agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: The land described as Lot 19 Blueberry Hill Road,Hyannis,MA as referenced in a deed at Book 13177,Page 214 as Lot 19 may have constructed upon the parcel a house containing no more than one(1)bedroom and OWNER agrees that this shall be a permanent deed restriction. This restriction,however,shall not prohibit the expansion of the septic system on the premises to accommodate more than 1 bedroom(s)if the system,as designed and/or upgraded,conforms with the provisions of the State Environmental Code, Title V and the Town of Dennis Board of Health Regulations. For title see deed at Book 13177,Page 214. Bk 19759 . Pg 2 #27102 EXECUTED as a sealed instrument this AiAday of ,2005. Chester C. uck M uck ary State: County: Date: Sworn to under pains and penalties of perjury by the above-named Chester C.Buck and Mary H.Buck as aforesaid,on this ;di,"day of ,2005, before me,the undersigned notary public,personally appeared the said individuals,proved to me through satisfactory evidence identification(driver's license),to be the person whose name is signed on the preceding or attached document,and acknowledged to:me that she signed it voluntarily for its stated purpose. Notary Public: My commission expires: 1 .19-6'9007 DOROTHEA M.SILVIA • Notary Public commonwealth of Massachusetts My commission Expires January 19,200.1 01 BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER BARNSTABLE REGISTRY OF DEEDS Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver. 6.00.5 By: on: 04-04-2005 :441:18 PM Project: STANLEY-Location: BASEMENT GIRDER Summary: This analysis was generated by an evaluation version of StruCalc 6.0 A36 W 12x35 x 17.0 FT Section Adequate By: 65.8% Controlling Factor: Moment Deflections: Dead Load: DLD=- 0.13 IN Live Load: LLD= 0.21 IN = U971 Total Load: TLD= 0.34 IN= U595 Reactions(Each End): Live Load: LL-Rxn= " 7854 LB Dead Load: DL-Rxn= 4955 LB Total Load: TL-Rxn= 12809 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.82 IN Beam Data: Span: L= 17.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect:'Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1= 70.0 PSF Floor Dead Load-Side One: DL1= 40.0 PSF Tributary Width-Side One: TW1= 6.6 FT Floor Live Load-Side Two: LL2= 70.0 PSF Floor Dead Load-Side Two: DL2= 40.0 PSF Tributary Width-Side Two: TW2= 6.6 FT Wall Load: WALL= 20 PLF Beam Loading: Beam Total Live Load: wL= '924 PLF Beam Self Weight: BSW= 35 PLF Beam Total Dead Load: wD= 583 PLF Total Maximum Load: - wT= 1507 PLF Properties for: W12x35/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 12.50 IN Web Thickness: tw= 0.30 IN Flange Width: bf= a "6.56 IN Flange Thickness: tf= 0.52 IN Distance to Web Toe of Fillet: k= 0.82 IN Moment of Inertia About X-X Axis: lx= 285.00 IN4 Section Modulus About X-X Axis: Sx= 45.60 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.74 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR=. 6.31 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 41.67. Allowable Web Buckling Ratio:- AWBR=' 106.67 Controlling Unbraced Length-.. Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc=' 6.92 FT Allowable Bendinq.Stress Fb= 23.76 KSI Web Height to Thickness Ratio`- h/tw= 38.2 Limiting Web Height-to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= - 14.4 KSI Design Requirements Comparison,.- Controlling Moment:. M= 54440 FT-LB Nominal Moment Strength: Mr= 90288 FT-LB Controlling Shear; V= 12810 LB Nominal Shear Strength: Vr= 54600 LB Moment of Inertia(Deflection): Ireq= 114.81 IN4 1= E 285.00 IN4 oK 1� �t- S' 010 'I Uniformly Loaded Floor Beam(2000 International Buildinq Code(97 NDS)]Ver: 6.00.5 By: on: 04-04-2005 : 4:41:44 PM Project: STANLEY-Location: DINING/LIVING CEILING BEAM This analysis was generated by an evaluation version of StruCalc 6.0 ` Summary. ( 2 ) 1.75 IN x 9.25 IN x 10.6 FT /Versa-Lam 2800 Fb DF-Boise Cascade Section Adequate By: 41.3% Controllinq Factor: Section Modulus/Depth Required 8.22 In *Laminations are to be fully connected to.provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.13 IN Live Load: LLD= 0.24 IN =U522 Total Load: TLD= 0.37 IN =U342 Reactions(Each End): Live Load: LL-Rxn= 2099 LB Dead Load: DL-Rxn= 1103 LB Total Load: TL-Rxn= 3202 LB Bearing Length Required (Beam only, support capacity not checked): BL= - 1.02 IN Beam Data: r Span: L= 10.6 FT Unbraced Lenqth-Top of Beam: Lu 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1=_ 30.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 6.6 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 6.6 FT Live Load Duration Factor: Cd= .1.00 Wall Load: WALL= 0 PLF Live Load Reduction: Average Uniform Live Load: LL_Ave= 30.0 PSF Floor Loaded Area: FLA= 139.9 SF Reduction Based On Total Area- R1= 0.00 Max. Red'n Based On DULL Ratio: R2= 0.00 Max. Red'n Based On Total Area: R3= 0.00 Controllinq Reduction.Factor: R= 0.00 Design Live Load With Reduction: LL= 30.0 PSF Beam Loading: Beam Total Live Load: wL= 396 PLF Beam Self Weight: BSW= 10 PLF Beam Total Dead Load: wD= 208 PLF Total Maximum Load: wT= 604 PLF Properties For: Versa-Lam 2800 Fb DF-Boise Cascade Bendinq Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc perp= 900 PSI Adjusted Properties Fb'(Tension): Fb'= 2882 PSI Adjustment Factors: Cd=1.00 Cf=1.03 Fv': 'Fv'=. 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 8485 FT-LB 5.3 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 2754 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: A Section Modulus(Moment): Sreq 35.33 IN3 S= 49.91 IN3 Area(Shear): Areq= 14.49 . IN2 'A= 32.38 IN2 Moment of Inertia(Deflection): lreq= 161.86 IN4 1= 230.84 IN4 w Uniformly Loaded Floor Beam[2000 International Building Code(97 NOS))Ver. 6 00.5 By: , on: 04-04-2005: 4:41:44 PM Prgject: STANLEY-Location: DINING/LIVING CEILING BEAM This analysis was generated by an evaluation version of StruCale 6.0 - Summary: ( 2) 1.75 IN x 9.25 IN x 10.8 FT /Versa-Lam 2800 Fb OF-Boise Cascade Section Adequate By: 41.3% Controlling Factor: Section Modulus/Depth Required 8.22 In •Laminations are to be fully connected to provide uniform transfer of loads to all members Deklections: Dead Load: DLD= 0.13 IN Live Load: LLD= 0.24 IN = U522 Total Load: TLD= 0.37 IN =U342 Ructions(Each End): Live Load: LL-Rxn= 2099 LB Dead Load: DL-Rxn= 1103 LB Total Load: TL-Rxn= 3202 LB Bearing Length Required(Beam only, support capacity not checked): BL= 1.02 IN Bum Data: Span: L= 10.6 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: LJ :360 Total Load Deflect. Criteria: U 240 Figor Loading: Floor Live Load-Side One: LL1= 30.0 PSF Floor Dead Load-Side One: DL1= 15.0 P'SF Tributary Width-Slde One: TW1= 6,6 FT Floor Live Load-Side Two: LL2= 30.0 PSF i Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 6.6 FT Live Load Duration Factor: Cd= 1,00 Wall Load: WALL= 0 PLF Li4e Load Reduction: Average Uniform Live Load: i._L_Ave= 30.0 PSF Floor Loaded Area: FLA= 13e 9 SF Reduction Based On Total Area. R1= 0.00 Max. Red'n Based On DULL Ratio: R2= 0,00 Max. Red'n Based On Total Area: R3= 0.00 Controllinq Reduction Factor: R= 0.00 Design Live Load With Reduction: LL= 30.0 PSF B�am Loading: Beam Total Live Load: wL= 396 PLF Beam Self Weight: BSW= 10 PLF i Beam Total Dead Load: wD= 208 PLF Total Maximum Load: wT= 604 PLF Properties For: Versa-Lam 2800 Fb OF- Boise Cascade I Bending Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E- 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 900 PSI. Aljusted Properties F Fb'(Tension): b'= 2882 PSI Adjustment Factors: Cd=1.00 Cf=1.03 Fv': Fv'= 285 PSI Adiustment Factors: Cd=1.00 D*sign Requirements: Controllinq Moment: M= 8485 FT-LB 5.3 ft from left support Critical moment created by combining all dead and live loads. ` Controlling Shear: V= 2754 LB At a distance d from support. I Critical shear created by combining all dead and live loads CPmoarisons With Required Sections: Section Modulus(Moment): Sreq= 35.33 IN3 S= 49.91 iN3 i Arsq= 14.49 !N2 Area(Shear): A= 32.38 IQ Moment of inertia(Deflection): lreq= 161.8E IN4 I= 230.84 IN4 i i i i i i i Uniformly Loaded Floor Beamf AISC 9th Ed ASD]Ver: 6 00.5 1 Bv: , on: 04-04-2006 : 4:41:18 PM Pr 'ect: STANLEY-Location: BASEMENT GIRDER This analysis was generated by an evaluation version of StruGalc 5.0 Summary: A36 W 12x35 x 17.0 FT Section Adequate By: 65.8% Controlling Factor: Moment Detections: Dead Load: DLD= 0.13 IN I Live Load: LLD= 0.21 IN =U971 I Total Load: TLD= 0.14 IN =U595 Ructions (Each End): Live Load: LL-Rxn= 7854 LE Dead Load: DL-Rxn= 4955 LB Total Load: TL-Rxn= 12809 LB j Bearing Length Required(Beam only, support capacity not checked): BL= 0.82 IN Be m Data: Span: L= 17.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Flcor Loading: Floor Live Load-Side One: LL1= 70.0 PSF Floor Dead Load-Side One: DL1= 40.0 PSF Tributary Width-Side One: TW1= 6.6 FT Floor Live Load-Side Two: LL2= 70.0 PSF j Floor Dead Load-Side Two: DL2= 40.0 PSF Tributary Width-Side Two: TW2= 6.6 FT Wall Load: WALL= 20 PLF Bebm Loading: Beam Total Live Load: wL= 924 PLF Beam Self Weight: BSW= 35 PLF Beam Total DeadLoad: wD= 583 PLF Total Maximum Load: wT= 1507 PLF Prtperties for. W12x35/A36 Yield Stress: FV= 36 KSi j Modulus of Elasticity: E= 29000 KSI Depth: d= 12.50 IN Web Thickness: tw= 0.30 IN Flange Width: bf= 6.56 IN Flange Thickness: tf= 0.52 IN Distance to Web Toe of Fillet: k= 0.82 IN Moment of Inertia About X-X Axis: Ix= 285.00 IN4 Section Modulus About X-X Axis: Sx= 45.60 kN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.74 IN D ign Properties per AISC Steel Construction Manual: IIIIII Flange Buckling Ratio: FBR= 631 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 41.67 A lowrable Web Buckling Ratio, AWBR= 106.67 Controlling Unbraced Length: Lb- 0.0 FT i Limiting Unbraced Length for Fb=.66'Fy: Lc= 6.92 FT Allowable Bendinq Stress: Fb= 23.76 KS'. Web Height to Thickness Ratio: h/tw= 38.2 Limiting Web Height to Thickness Ratio for Fv=.4'Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Delsign Requirements Comoarison:. 5 Controlling Moment: M= 64440 FT LD Nominal Moment Strength: Mr= 90288 FT-LB Controlling Shear:. V-= 12810 LB Nominal Shear Strength: Vr= 54000 LB t Moment of Inertia(Deflection): Ireq= 114.87 IN4 1= 285.0C IN4 3 1 I a i e 0 k Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.6 Release 1 Data filename:Untitled.rck PROJECT TITLE: 2608 CAPE CITY:Barnstable ' STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) WINDOW/WALL RATIO: 0.11 DATE: 04/05/05 DATE OF PLANS:4/1/05 PROJECT DESCRIPTION: NEW CONSTRUCTION DE SIGNER/CONTRACTOR: CADZOOKS ARCHITECTURAL GRAPHICS DEAN F. STANLEY COMPLIANCE:Passes Maximum UA=310 Your Home UA=292 5.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Valu U-Factpr UA Ceiling 1:Flat Ceiling or Scissor Truss 988 30.0 0.0 34 Skylight 1: Wood Frame:Double Pane with Low-E 30 0.340 10 Wall 1: Wood Frame, 16"o.c. 1744 13.0 0.0 124 Window 1: Wood Frame:Double Pane 150 0.340 51 Door 1: Solid 42 0.260 11 Door 2: Glass 42 Y 0.380 16 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 988 19.0 0.0 46 Boiler 1:Other(Except Gas-Fired Steam), 85 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in RE&*eckVersion 3.6 Release 1 (formerly MECchecl and to comply with the mandatory requirements listed in the REScheckInspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design @04Sctiag �IWy*WW #j� ed to heat or cool the building shall be no greater than 125%of the REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.6 Release 1 DATE: 04/05/05 PROJECT TITLE: 2608 CAPE Bldg. Dept. Use Ceilings: 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation I Comments: Above-Grade Walls: [ ] I 1. Wall 1:.Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: [ ] I 1. Window 1: Wood Frame:Double Pane,U-factor: 0.340 = For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: - Skylights: [ ] I 1. Skylight 1: Wood Frame:Double Pane with Low-E,U-factor: 0.340 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No i Comments: ` Doors: [ ] I 1. Door 1: Solid,U-factor: 0.260 Comments: [ ] I 2. Door 2: Glass,U-factor: 0.380 I Comments: Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] I 1. Boiler 1: Other(Except Gas-Fired Steam),"85 AFUE or higher Make and Model Number Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283,with no more than 2.0.cfin(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture I Duct Construction: [ ] All accessible joints, seams,and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections MOM 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: -- ,-[-—}---�— All-heated-swimming pools-must-haver on/e#f heatef-switc-band-regtrire a-eever unless-over 2J3%- --r, - of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 T or chilled fluids below 55 T,must be insulated to the. levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature l Fl Up to 1„ Up to 1,25 1.5"to 2.0" Over 2" 170-180 .0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping_S sty Types Range(F) ' 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0. Low Temperature 120-200 0.5 1.0- 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 L5 1.5 NOTES TO FIELD (Building Department Use Only) _.r ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. a BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS: CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING. CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING : EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. - GEC GROUNDING ELECTRODE -CONDUCTOR 5.. EACH.UNGROUNDED CONDUCTOR OF THE - GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. a CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.0 250.92(8). ' Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING,OR'ARE RUN IN METALLIC RACEWAYS OR. z kW KILOWATT ENCLOSURES'TO THE FIRST-ACCESSIBLE DC ' LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). _ MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN r , (N) NEW 'RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL �. ;UL LISTING.. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BEGROUNDED AT THE - -. OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE T w PL PROPERTY LINE - MANUFACTURER USING UL LISTED GROUNDING =' x POI POINT OF INTERCONNECTION HARDWARE. r ' 10. PV PHOTOVOLTAIC ' MODULE FRAMES, RAIL, AND POSTS SHALL BE S SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL ;. STC STANDARD TESTING CONDITIONS 4 TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT z Vmp VOLTAGE AT MAX POWER : G VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT _ y W WATT , 3R NEMA 3R, RAINTIGHT •- - ' PV1 :COVER SHEET. r - PV2 SITE -PLAN . PV3 STRUCTURAL VIEWS PV4` UPLIFT CALCULATIONS. .. . . • ,. PV5 THREE LINE DIAGRAM LICENSE ,. GENERAL NOTES . cutsheets'Attached 1. ALL WORK TO BE DONE TO THE 8TH EDITION GEN #168572 _ `� ELEC 1136 aMR ` {'` OF ,THE MA STATE'BUILDING CODE. 2. . ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP``SOLAR AHJ: Barnstable REV BY DATE COMMENTS a_ REV A NAME DATE COMMENTS s 3 UTILITY: NSTAR Electric (Commonwealth Electric) 1 PREMISE OWNER: DESCRIPTION: d DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN FINVERTER: B-026 1074 00 CONTAINED SHALL NOT BE USED FOR THE STANLEY, ERIC STANLEY RESIDENCE Alex MuldrowBENEFIT OF ANYONE EXCEPT SOLARCIIY INC., : SolarCity.NOR SHALL IT BE DISCLOSED IN WHOLE OR INunt Type C 89 BLUEBERRY HILL RD 8.32 KW PV ARRAYORGANIZATION ExCPART TO OTHERS aE1PTlDE N orEiNEcnoN'wiTsii: HYANNIS, MA 02601 TMK OWNER: 24 St Martin Drive,Bulding 2,Unit 11TER THE SALE ANDUSE OF THE RESPECTIVE ha Q—CeIIS #Q.PRO G4/SC 260 QO: * pA(:E NAME SHEET: REv: DATEMarlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN, : T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. E SE7600A-US0 774 229-6822 02SNR2 ) HOVER SHEET PV 1 5/28/2015 (666—SOL—CITY(765-2489) ,www.soluraity.com PITCH: 23 ARRAY PITCH:23 MP1 AZIMUTH: 192 ARRAY AZIMUTH- 192 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 45 ARRAY PITCH:45 MP2 AZIMUTH: 12 ARRAY AZIMUTH: 12 MATERIAL: Comp Shingle STORY: 2 Stories O r4 P`t`h LEGEND Front Of House o (E) UTILITY METER & WARNING LABEL B inv INVERTER W/ INTEGRATED DC DISCO A & WARNING LABELDC DC DISCONNECT & WARNING LABELS NOF � tyG AC AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX' & LABELS ca QD DISTRIBUTION PANEL & LABELS S NAI. 1' _�`i 05/29/2015 Lc LOAD CENTER & WARNING LABELS i � , Digitally signed by Nick Gordon O DEDICATED PV SYSTEM METER 11 V Date:2015.05.29�Q�2:57 ATI ON S O -07 00 0 STANDOFF LOC CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED . r,, INTERIOR EQUIPMENT IS DASHED 0 SITE PLAN Scale: 1/8" = 1' z 0 1' 8' 16' Ed WAVE r^ CONFl DEN THE INFORMATION J B-0 2 610 7 4 00 PREMISE OWNER. DESCRIPTION: DESIGN: CONTAINEDD IAL A T �SHALL NOT BE USED FORR THE HE JOB NUMBER STANLEY, ERIC STANLEY RESIDENCE Alex Muldrow �n BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 89 BLUEBERRY.HILL RD 8.32 KW PV ARRAY 1115olarCit PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES H YA N N I S M A 026 01 ORGANIZATION, EXCEPT IN CONNECTION VATH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (32) Hanwha Q—Cells #Q.PRO G4/SC 260 ��: �y pp Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T: (650)638-1028 F. (650)638-1029 • PERMISSION OF SOLARCITY INC. SOS' 774 229-6822 PV 2 5 28 2015 (888)-SOL-CITY(765-2489) www-sdarcitymn SOLAREDGE SE7600A—US002SNR2 SITE PLAN / / `. (E) COLLAR TIE (E) KNEE WALL S1 F ,4" 0 12'-7" orS1 ' (E) LBW - ' A SIDE VIEW OF M P1 : J NTS (E Law SIDE VIEW OF MP2 H OF A MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 2� t (B)= NTS LANDSCAPE 64" 24" STAGGERED ';N G - ,,,� MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PORTRAIT - 4811 - 1911 - p LANDSCAPE 64 24" STAGGERED^ ' t ROOF AZI 192 PITCH 23 PORTRAIT 48 >�• v � L vs RAFTER 2X10-@_16°,OC" <" ARRAY 192 PITCH 23 STORIES: 2- t- 1 " ; RooFazl i2. PITCH as C.J. 2X8 @16" OC _ Comp Shingle F N6`��i. RAFTER 2X10 @ oCC ARRAYAZI 12coPITCHmp 45 sr 9�,c 2 S NAL� - _ DRIES 5/29/2015 PV MODULE 5/16" BOLT WITH LOCK - 'I INSTALLATION ORDER & FENDER WASHERS . LOCATE .RAFTER., MARK HOLE ZEP LEVELING FOOT % (1) „LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. SEAL PILOT HOLE WITH (4) (2) POLYURETHANE SEALANT. - ZEP COMP MOUNT C , ZEP FLASHING (3) (3) -INSERT FLASHING. r (E) COMP. SHINGLE (�) (4) PLACE MOUNT. 3 • _ (E) ROOF DECKING ", (2) �` (5) i iNSTALL LAG BOLT WITH- ' 5/16" DIA STAINLESS '(5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE. SUBSEQUENT MODULES = WITH SEALING WASHER (6) INSTALL.LEVELING FOOT WITH _ BOLT & WASHERS. x' - • (2-1/2" EMBED, MIN) -� (E) RAFTER J B 0 2 610 7 4 0 0 PREMISE OWNER: DESCRIPTION: DES(!: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: — CONTAINED SHALL NOT BE USED FOR THE STANLEY, ERIC STANLEY RESIDENCE' Alex Muldrow BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 89 BLUEBERRY HILL R D 8.32 K W P V ARRAY . 10,501arCit' NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ' Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENTS H YAN N I S, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION NTH MODULES:- #Q.PRO G4/SC 260 24 SL in Drive,BuildingZ Unit 11 THE SALE AND USE OF THE RESPECTIVE (3Z)-HOnWhO Q—Cells PAGE NAME SHEET: REV, DATE: Marlborough, MA 0152 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN n T: (650)638-1028 F: (650)638-1029' ,�; PERMISSION OF sMENT, WI IOU INVERTER:REDGE SE7600A—US002SNR2 (774) 229-6822 STRUCTURAL VIEWS PV 3 5/28/2015 (666)-SOL-CITY(765-2489) ,w.sle«RYcom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LIC NSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number: Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE # SE760OA-US002SNR? LABEL: A -(32)Hanwha Q-Cells #Q.PRO G4/SC 260 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number 1910184 Tie-In: Supply Side Connection Inverter; 7600W, 240V, 97.5%a w Unifed Disco and ZB, RGM, AFCI PV Module; 260w 236.5W PTC, 40mm, Blk Frame, MC4, ZEP, 600V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 37.77 Vpmox: 30.46 INV 3 Isc AND Imp ARE SHOWN IN THE'DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E; 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER Disconnect 200A 2P 4 3 SO AREDGE-USOO2 1 Dr- A 40A SE7600A-US002SNR2 Dr- MPl: 1x16 zaov r--------- ------------ EGC---------------.--- A L1 g L2 pC+ 13 N DG I (E) LOADS GND ------------------------------------- - GECI ---TN oG - + MP1 MP2: 1x16 EGC- -------- ----- ------------- G -------,--------7 1 aE (i)Conduit Kit; 3/4"EMT JCIGEC-1 I I `- GEC T-1 TO 120/240V SINGLE PHASE 1 I 1 UTILITY SERVICE I 1 i I t I I I I I L I I , PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc = MAX VOC AT MIN TEMP O1 -(2)Ground Rod; 5/8" x 8', Copper A (1)CUTLER-HAMMER #DG222NR8 /rr PV (32)SOLAREDGE 300-2NA4AZS D� (2)ILSCO IPC 4/0- 6 Disconnect; 60A, 24OVac, Fusible, NEMA 3R /y PowerBox ptimizer, 300W, H4, DC to DC, ZEP Insulation Piercing Connector Main 4/0-4, Tap 6-14 -(1)CUTLER- AMMER DGIOONB (1)AWG#6, Solid Bare Copper SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE CUTLER-HAMMER HAMMEtra #t 60-100A, General Duty(DG) na S -(1)CLITLER-HAMMER )�DS16FK -(1)Ground Rod; 5/8" x 8', Copper AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. pass R Fuse Kit -(2)FERRAZ SHAWMUT III TR40R PV BACKFEED OCP (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL Fuse; 40A, 250V, pass IRKS ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG#6, THWN-2, Black 1 AWG#8, THWN-2, Black O (2)AWG$10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC ® (1)AWG g6, THWN-2, Red O LPL(1)AWG#8, THWN-2, Red 1 (1)AWG#6, Solid Bare Copper EGC Vmp 350 VDC Imp=11.73 ADC (1)AWG/6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC (1)AWG 010, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC . . .. . . . . (1)Conduit Kit; 3/4".EMT, , , . , . , . . . . . . , , _ , . . . . , , . . . . 2 AWG 0, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC . ... . ..-(1)AWG#6,.Solid Bare.Copper. GEC. . . -(1)Conduit Kit;.3/4".EMT. . . . . . . .. . . . . . .. .-(1)AWG 8,.THWN-2,.Green . . EGC/GEC.-0).Conduit.Kit;.3/4".EMT. . . . . . . . • . ( $1 O (1)AWG g6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.73 ADC (1)Conduit Kit:.3/4".EMT.. . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . .. . . J B-0 2 610 7 4 O O PREMISE OWNER: DESCRIPTION: - DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: CONTAINED MALL NOT BE USED FOR THE STANLEY, ERIC STANLEY RESIDENCE Alex Muldrow =; SOIarClty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �•�S NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 89 BLUEBERRY HILL RD 8.32 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODUR H YA N N I S M A 026 01 ` ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive,Building Z Unit 11 THE SALE AND USE OF THE RESPECTIVE (32) Hanwha Q-Cells #Q.PRO G4/SC 260 SHEET: RM. DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T. (650)638-1028 F: (650)638-1029 PERMISSION of SOLARCITY INC. av�RL 774 229-6822 PV 5 5 28 2015 (BBB)-SOL-CITY(765-2489) www.solarcitykxxn t SOLAREDGE SE7600A-US002SNR2 THREE LINE DIAGRAM / / • o a o •o o Label Location: Label.Location: ry; Label Location: (C)(CB) (AC)(POI) " 1 UIV (DC)(INV) Per Code: Per Code: Per Code: NEC 690.31.G.3 °o o - o e •-° NEC 690.17.E ° o ° ° o- o• ° NEC 690.35(F) ��, ,-,� Label Location: O :O ° e o o • o TO BE USED WHEN O O O !IG►1l►���� (DC) (INV) e•° ° o -o. o ° _ :o ° ° • n INVERTER IS p' a Per Code: UNGROUNDED NEC 690.14.C.2 Y Label Location: Label Location: o e e e -o (POI). (DC)(INV) , A �._ , : . ,, o - Per Code: ° -- Per Code: '. •-• •e fie, o NEC 690.17.4; NEC 690:54 NEC 690.53 _ - s Label Location: (DC)(INV) _ .. Per Code: NEC 690.5(C)_Ar ,- > °. -• ° ° Label Location: z v#�; '�� OI a O- � •r, r� ..�' „" }, - _ •_ _ (POI) .. ° -o - o Per Code: u NEC 690.64.B.4 „ M Label Location: - r o (DC) (CB) Per Code: Label Location: , - °o 0 o NEC 690.17(4) $_ (D)(POI). ma 'GI ' - Per Code: ° ri NEC 690.64.6.4 - _ Label Location: ' o (POI) - . , Per Code: ® Location:Cabel . NE C 690`64 B.7 ©e -(AC)(POI) - -� ° . ACAC Disconnect Per Code: Conduit NEC 690.14.C.2 Combiner Box • Distribution Panel Q f (DC): DC Disconnect ` Label Location: _ . •(IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect G1 (AC)(POI) - (LC): Load Center Per.Code: - 3 - M • Utility Meter - NEC 690.54 ,. , q' (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR 3055 gearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED j �- San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, Label Set. T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE.AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. (888)-SOL�1lY(765-2489)wwwsolaraty.com solar%tj. r; 'rSOlafClty I ®pSolar Next-Level PV Mounting Technology ''tSOlafCity I ®pSolar Next-Level PV Mounting Technology Zep System Components for composition shingle roofs .Up-roof � a. Ground Zep _ Interlock iNeg side stmni 3 Zep cmPame W Module •:: _ - s a Zep tiraorc . ._sue' _ - Roof Alwdvnent - - - - .Array Skirt - QGOMPgT� °��, Description je� PV mounting solution for composition shingle roofs IN.Mppt1 Works with all Zep Compatible Modules • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules Auto bonding UL-listed hardware creates structual and electrical bond V� LISTED Comp Mount Interlock Leveling Foot Part No.850-1345 Part No.850-1388 Part No.850-1397 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 Designed for pitched roofs - Aft Installs in portrait and landscape orientations Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-0.5 and.7-10 standards Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services,Zep Solar's sole warranty is curtained in the written product warranty for - This document does not create any egress warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. _ 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 �r I • ,$Dla�' - 0 0 y.- Solar=00 olarEdge Power Optimizer fill Module Add-On for North America o P300 / P350 / P400 SolarEdge' Power Optimizer P300 P350 P400 - . Module Add-On For North Amerlea (for 6D cell (for T=-cell PV (for 96 cell PV modules) modules) modules) JINPUT P360'/ P350 / P400 - Rated Input DC Fowe 3DD 35D 4DD W _ .. .. Absolute Maximum Input Voltage(Voc at lowest temperature) 48 6.0 80 Vdc , .. - ............................... .. ....... .. .. ...... MPPT OF, Range 8 48 8-60 ..880 Vdc ............. ....... ..... ... .. e .. .... ....... ........ .. ..... .... ..... .... Maximum Short Circuit Curren[Qsc) 10 .Ado- Maximum OC Input Current 12.5 Ad n ^ Maximum Efficienty- ....... ................. .. .... Weighted Efficiency. ..... ...... .... - 98.8 %o Category ;OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) 1 Maximum Output Curren[. _ ..- 15 Adc ..` „+_ _ r,., .: •..• - Maximum Output Voltage ... .. .60 Vdc !OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF)• - - Safety Output Voltage per Power Optimizer 1. •Vdc .. f+� f STANDARD COMPLIANCE • ` - EMC .FCC Part15 ClassB,IEG61000 6 2 IEC61000 6 3 - { ..Safety ........ .... .. .IEC62109 1(class II safe[Y),UL1741 ....... .......... . .. � ......... s. Yes. RoHS t = J INSTALLATION SPECIFICATIONS -., - -Maximum Allowed A I d S 1 00 Vd - - r aximum I owe System Voltage � 0 c 141x212z40.5/S.SSx834z 1.59Dimensions(W x L x H) mm./.in . ... .... ...... . ._ .... .. ... - �. ......g... .. g........) - .. ..... 50/2. ............ ....... gr/Ib... - - -. Input Connector .. ......... MC4/Amphenol/Tyco ..... ... ... .. t. ....... ... .. ... .... Output Wire Type/Connector Double Insulated;Amp ; i - Output Wue Length. - 095/30 12/3.9 m/$ • - . .. _ .r .......... .... ............................. .. ... _' ,:•. Operating Temperature Range' 40-+85/-40-+185 C/ F ,,. :. ..................g. ........ ........... .. ..... ....... ......... ........ Protection Rahn " _.._......IP65/.NEMA4 - -, - ................ ...... ...... ................................. ..... ...... ... - RelativeHumidity . _ - ._.... 0 100 %. - .... ........... ..... .. ............. ..+...... ..... ...... ..... .... - - - _ � � amen s*ceo.e.onne movie Moe�eor.v ro sx Bowe,roieaM..nowea .. • + - PV SYSTEM DESIGN USING A SOLAREDGE - THREE PHASE -THREE PHASE - ' SINGLE PHASE I -' • - - INVERTER 208V 480V . . . . PV power optimization at the module-level . Min.i.m.u.m..5.t.r.i.ng Length.(Po.werOptim¢ers) a . ... . . .. ... 1 0 18 , : Maximum String Length{Power Optimaers) - 25 25 SO - Up to 25%.more energy `j.,. z _ .. • - Maximum Power.per Strng 5250 t. 6000 12750 W - Superior efficiency(99.5%) _ ........ ............ .. .... ......... ..... ..... ... .. ...., ..... ..... .. .... ...... .. . Parallel Strings of Different Lengths or Orientations Yes Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - '......""'"" ""'""""' .............. "'' ""'.. '."'•...' .................. " - ............ - - - - Flexible system design for maximum space utilization Fast installation with a single bolt - - Next generation maintenance with module-level monitoring - - - Module-level voltage shutdown for installer and firefighter safety _USA - GERMANY ITALY - FRANCE - JAPAN. - CHINA - ISRAEL -'AUSTRALIA WWW.SOIaredge.US 41 1 - .. .r n - 3 L MECHANICAL SPECIFICATION Format 65.7 in x 39.4 in x 1.57 in(including frame) - if - (1670 mm x 1000 mm x 40 mm)• . ISlllt - Weight 44.09 lb(20.0 kg) M1 ..�"��.•.n>•,u®, Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with anti-reflection technology •x�� ':`i°�" Back Cover Composite film - - r„. Frame Black anodized ZEP compatible frame •.� ��- Cell 6 x 10 polycrystalline solar cells - - :��„ -`..` 4.�•-'� L Junction box Protection class IP67,with bypass diodesw..�." f - -+ Cable 4 mina Solar cable;(+)z47.24 in(1200 min),(-)z47.24in(1200 min) ��s,• �x°„_ .,,, - - 4 Connector MC4 UP 68)or H4(IP68) ELECTRICAL CHARACTERISTICS • • 1 ( 'i • _ PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000 W/m',25'C,AM 1.5G SPECTRUM)' . POWER CLASS(+5 W/-OW) IWl 255 260 265 Nominal Power P_ [WI - 265 260 265 • ' • / , + • ' , Short Circuit Current I5e [A] 9.07 9.15 9.23 Open Circuit Voltage Vnc IV] 37.54 37.77 38.01 Current at Pnr, I_ [A] _ 8.45 8.53 8.62 _ Voltage at P_ _ V_ IV] 30.18 30.46 30.75 t: The new Q.PRO-G4fSC is the reliable evergregn for all applications,With J- Efficiency(Nominal Power) q [%] - 2:15.3 z15.6 z15.9 { a black.2ep CompatibleTM frame design for improved aesthetics, Opti- PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCT:800 W/mx,45 z3'C.AM 1.5 G SPECTRUJM)2 tb POWER CLASS(+5W/-OW) IWI 255 260 265 mized material usage and increased safety.The 4 solar module genera- _ _ . . tion from Q CELLS has been optimised across the board:improved output NaminalPaw¢' _ _ _ PaR iwi _ 1s8.s 192.0 _ 195.i Short Circuit Current Isc [A] 7.31 _ 7.38 7.44 yield,higher operating reliability and durability,quicker installation and Open Circuit Voltage Vnc LVI 34.95 35.16 35.38; more intelligent design. Current at P_ Ins, Lil 6.61 6.68 Voltage at Pam`.._..... - Vnw IV] 28.48' 28.75 ... ..29.01 Measurement tolerances STC:x3%(P.,,);x 10%(Ir,Vs,I_,V-11) 'Measurement tolerances NOCL x 5%(P_);x 10%0I,,Vim,I-,V11) i INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY o CELLS PERFORMANCE WARRANTY _ PERFORMANCE AT LOW IRRADIANCE _ •Maximum yields with excellent low-light •Reduction of light reflection by 50%, x M,w _a�� At least 97%of nominal power during X 1° "�^w®"^°'�°^�•^•^^^ first Thereafter max.0.6%de and temperature behaviour, plus long-term corrosion resistance due W" _ b., �; year• g a- ;--- - -,-� w ------- ------------------- nation per yeas W � , Certified fully resistant to level 5 salt fog to high-quality • At least 92.6 of nominal power after -a" 10 years. •Sol-GO roller coating processing. =� At least 83%of nominal power after F 0 - ENDURINGHIGHPERFORMANCE _e n: z5yeas. •Long-term Yield Security due to Anti EkTENDEO WARRANTIES § All data within measurement tolerances. ec . Full warranties in accordance with the '40 sp0 p00 541 °00 '00 m0 90° „� PIQ Teechnology',Hot-Spot Protect, Investment security due to 12-year Y - warranty terms of the D CELLS sales IRRAMNCE[W/.9 « _ and Traceable QualityTra.Qtm. roduet warrant and 25-ear linear organisation of your respective country. The p y y ,: typical change in module efficiency at an rratliance of 200 W/m=in relation •Long-term stability due to VDE Quality performance warranty2. wMt to 1000 W/m (both at 25°C and AM 1.5G spectrum)is-2%(relative). Tested-the strictest test program: TEMPERATURE COEFFICIENTS(AT 1000 W/Mx,25°C,AM 1.5G SPECTRUM) - QMLS i;rmParaI re CoeRcierd at lu a [%/K] +0.04 Temperature Coe9 ciem or V¢ g [%/I(] -0.30 a SAFE ELECTRONICS TOP luRtAM PV ��. Temperature Coefficient of P_ Y [%/KI -0.41 NOCT _ - [°Fl 113 x 5.4(45 t 3°C). h •Protection against short circuits and hxaxPROPERTIES FOR thermally induced power losses due to 2014 Maximum system voltage V,,, rvl 1000(IEC)/600(UL) safety Class u Cj - breathable junction box and welded Maximum series Fuse Rating fA Dc] _ 20 Foe Rating C i TYPE 1 _ E - Cables. - - - 3 Max Load NLY (Ibs/ft'1 50(2400 Pa) Permitted module temperature -Y_ -40°F up to+185°F ,,..�,. ! on continuous duty (-40°C up to+85'C) a _ _ 0 'Photon Load Rating(ULp - [Ihs/ft'I _ _ 50(2400 Pa)� see installation manual l._ Chi•Ilty Testoa ClaBLS - QUALIFICATIONS y 1 CERTIFICATES PACKAGING INFORMATION 0 UL 1703;VDE Duality Tested;CEcompliant; Number 01 Modules per Pallet 25 ate°""'^' •team IEC 61215(Ed.2);IEC 61730(Ed.l)application class A - THE IDEAL SOLUTION FOR: ID,4OD32587 - Numb of Pallets per 53°Container 32 ' ro_ anpq "' ,2c Number of Pallets per 40 Container 26 Rooftop - arrays onm . residential buildings QGpMPA?ZB DVE C E Pallet Dimensions(L x W x H) 68.5in x 44,5in x 46.Oin �C m (1740 x 1130 x 1170 mm) h "xp N Pallet Wei 1254 lb(569 kg) - ' information on approved installation and use of be followed.See me installation and operating manual or contact our technical service department for further mf m DD v NOTE:Installation mstruclions must II P F P g g r o APT t¢5!candRimts:C¢115 at 1000V agairtsl Wounded,with condudnre metal foil covered module surface. �MPpr - this product.Warranty void if non-ZEP-certified hardware is attached to groove in module frame. 25'C,1(i8tn 2 see data sheet on rem for further information. Hanwha Q CELLS USA Corp. _ - 8001 Irvine Center Drive,wife 1250,Irvine CA 92618.USA I TEL+1 949 748 59 96 1 EMAIL gtells-usa®q-cells.com I WEB www.q-cells.us CELLS Q CELLS Engineered in Germany - Engineered in Germany I "�ii-.._!-�.` _ .. - - _ <^`C✓. - _1,y'F." ��`J�'^st-%�--r.:�',�.:.. .. - f`Y,.'==.._ %c k�a^may'`11 �'•:::��—nor .:<>. ..,� ��...,nr"'.:;-�'` ,•+n riP-+" RV - - -- .. 'may'}!,•?S{,.J-.;� .v--: ..,�.-.�'.. '" �r_ �° ]icY'�,Y�4 a My I ... �� .. � ;:.p f'>' �n�,F?' i„ 4,t.; ,,o�r'R 4'.-r'.'S�.R_7.3` � �„��+N�•(�r L-r:�. �r. _ -777 Or f� l4-0 Pilo ------. a ?, I � .I •9h�ttM1 -S v CZ - �'� V5LIOECAl lWJ lb I m , e6 v 50 \\ ' 3 � x�� ix o I lio =50- I _ t _ - - •sec as .. , .Q� ;,;..;;3 ,'`- -w°`Jc_ � _c>t •Y.R �.a� 'rr-:1�1E - A. - _ �- Aw Is I - r n : ' .. .. _ I (4-0 .. ir ' I I ?! •Jh'hzMl a `� --- r }_ TWrIyb ' 6�SLI�E'L ^IWd446: I ��"�m -EJ 1IR • ; IT, Hw .7,110 rvL 0 ik — ro — aj 79 z:. 55 S J( . w _ , r w: i 9 I� - _ - zz- to i 41Nri : a o . _. 71 I i � T I i .CL lo— Ict 'rt '1 to IL .41 : t� ;�4sx{r•:.� u'4 I � � � N J. +i 1 1� v +9,� m �'.:: asp .::._r -.:_s-. _-�s:• w:.;� _ _;:;..': ;�------_____�, ...-�,Y. -= '-• �'�. ,� -ter 3.;� - ,� - ,t �`§tea '= - r•.. . . .. . zv„,*ErN\3"yY4k'?_ ia._ v! ?. _ 41 � -Sq;Y±�{I•,•,.;i� �=fly:.±.... � �°a°.� - :-rt�`tl�>�-,.:`' .. .. � :. � . ., ._ '."M,y�. r• .•�.-,��..``fi�.'_�. Via" �Y tL.. ..!°•i_T6� �.y.�3 �t� _ .. ..-.. _ ... _ .. - , �r - _.... Iz CIO r r r r _ L 1 E t y 0 jjJZ 5 I t �- o£ rat J5— if _ }k _� 1 N N �d I 7f. f i; ti j ` �� 1 r n . n I , i /. 11 - . . .. - . . .. . 1,{ . 1. . I . . � .. � . .:I ." I. . .1. . - � 1. . i I., . . . i � �� I . . . . . .. I � . . . � . 1. . . . � � I . :: _=Eca-rc ZS 41. _3�3si6?Z'_TZ.. .lfitJN _ .. .. . , . . _ . MII I. . - I - - . . . . t. . 4PPLICAN'C TO COMPLETH 6 SUBHIT WITH PEfI![�i'APPLEGTLON _ .Am WC Cirirfe t0 Wood Corrx1rucrlolf in H7 h r ti,d Areas:Ito rnplr it red Znne 1!- Al7C Grride ro Wood CBnrbnctian in High iYmdAraw.'.110 mnh FrvidZpne . ood Gpnstrlactinr,.in.Fly;it FVwd Arerir;d t0 eSph W-r[Z...'.. .. - - - .. na Aif L'Currtc tp(!/ 1 . (V(3SSRCil uSetYS Checldl$f,tGr Cotiplta[ICe(700 Cn1R53a1.i.1-I)' : _ .. MSSSachusettSC)lecidist for.Compliance(780 MM 5301.2y1)1: - . ' A WC Guide to Wood CprigblutYors Ili .. . .._..-..-..-,. .. - . r4RssachuselisChLeldl6tfot CpFr1•eflartce(rep(xBar!.bsa3 Ached LoadbenAngWenco.neatnna da as etts t ` 1 . r - ;. _ Hr h WmdArear• I0 mph FYtnd one . . ._ - Lateral(..cr led common-ells)_.--_ .._--._,(T'a s T)-___:_1, . t:L•S16RP-_--_-ens- J ' _ . . .. Checldis. for Compliance(Ise t ! 4 M sachus * A - Cemyli.nm on-`ie2o1 Lila.of I d cemmo ne91s1....._.._.-._..... .(Table B)._..._._:...____- �Ningaarld Nea Spedn9 requhemeriwe0 ah®Nag arMaliadfn➢A¢pat Rand.delannb.perQn(Fu14Helght • � Lz .. N y ; a. ChIIi i30 Ll). -- _--____..«-_....1_ II Sea .• . 1.1 SCOPE - 110,mph j. Load flooring wall Openings(rero(dlargest openingbtchek ad apeninga(or.-.planMlo T>h1e9) 'b..WootlL6 Pchlnl Panel.shad be minimum NMlmtant- IS'and be Wtalled as Isamu.: M. 'M ' , M. ..__.._._._._ y �. . Mn Speed t3-see 9u 11..-•----......._.-....._.-._.__..______..__.__.__..-..-.__-.___u._.._�_.:_.fl. . Header Spons A`.+nr.LL,@_3,:➢_._T.L'./.}l.fYJ.'LW N._(feela 9l_fs})'..uyz&1.vr-t'_C'fpf":.I..511" II anels-shod be Wlallbtl vdN atrengUl as pemYeflo snWa. - - .. . Exposuro ...-.-...._.._.._....:..... SIII PIeIe SPe. ____..__.... (t hi ns8)_�,;. Y._W.InChXl:li'.,,,O�.In.5.11•. All Azvntel)dnU Shells¢ur rarer sad ha.nalled to hentlng:.'Wind Category..........._.._..:.. _ _ .. . . Full Height Studs(no.of studs)-��._�R ire B)_.___.___-:.._. ._. _ .. Onl n -WY consuurilon,panels shall be attached to bWom.plates end top member olihe double .. . ( 8.' sl gla 1.2 APPLICABILITY hag be conalderod a elan Z e 2,fades NOn{A8d BeSAng well Openings(rarwrd largsstepaning but rherJt all gning (o cp' c4;'Te61e 9) WP PIe19. - - Number dlbtodm(e ncl which axmad.an 12-tape,. -slyLrl, tt yy ,E m,R4�n - . �. (Flg 21••,...._...F_�-'..-..: �^�f12313 .--may-/ Header Spade..(1T} }1:Q:.-G/l _._._-Zj,G-:-__(Teb1e 9).VjBAi.�c�'ua��e;/rr.Mu+y.ln.s,z• Iv. On(wbatary conemtenon.upper Panda shed ba eilached to Na taPmembu PrNa . Rea(Pitdh.:.:._......._..._............._.......-2'l b ...a. 3L $III.PIate SPem...n.- y"-i}r P ' .-____..-----�- --_(Table 9)-�-xyrit xW0,lj=11 ,In, : : Plate aihd to be )clays/bdncra ar PandL UPPer aria hnheM of.Wwar uP erdpuhle fop Mean.Raor Haight,-,--.:MMt:.!(11G.::_......._.-... __..._(f1g2ICr'. tb......_._., Full HeightSluds(nP:afsWdsl- Table 8l-_.____-H=-_.-:y`- . , . . Building WIdN.W......:....._:.....___.._-2•Q.........__.......(R83)m..c.._..........�. .-_._ 'R Sao' __-.__� . malmrcreltechment made to low vpNte et and 9aarfraMn➢. lanell he me end plc .. 22,--,,,,_-_.-....{Flg 3}...,_.__.....3.L__.._._�' ;. rtsSO .��{l ExtadarwonSheaNlnp bRealat UpllR anti Shaer 9lmullaneoue. I , , v. ...or lndl aPedng etttouhle lPp platen,bend)pkle,end glydere Iahel Ee edouhle howof Bd ' Budding LsngN,L'..-._...,.....:._..._._. ..1.2 ; .. •<", Sa:" - .�`i�. Minimum Bul(ding OMension,W . Building Aspect lL'tie(L,W)..._.-__..-1.......m-----._...:(Ft➢4).._.r: - - • ' - (Flg 41....., /4': •"•�6'6: -]l Naminel HelghGof Telleat OpeNnpr n!•.$.!.7.4�:!!rk/26.�,CPR.Y �. -s e'a• ' sleggarad'd J Nrhes on canter perOgWee pelmr t Vertltal arM Nadr➢nlal Nddng(or paAel AttgdupgN' Nominal Hd➢ht o(Telleat Opening .__.SGA'fi),.....__...._. re•B. _. Sheering IIghto_._.,_ _..._._....__._?hot a t-'" . ' 'Edge Nji SP$Ug-•m,;-_._ ____-__Rbfe 10)_.redgfesa)-._. ,i2_I& . _✓ I - _ h .. . 1.3 FRAMING CONNECTIONS ,,,, able 2._._ : FTe(d Cchn acing___", (Table 10)--.._.___. IA M - I I - Gmernl cam Ilenca with Iremirtg mnnectlan9_...._..;.. R ) •••- - _^'^•""--' - =.,Y/ .}t p - Shear CPhneefion(..or 18d romm➢n neea)(FaSle 10)..-__ --�t- �✓/ , I I 1.1 FOUNOATIQN PereenLFUWFIeight Shaaihin9_------(Table t0)_(!d5r,,,r_-_�tpJC� ^% •1' - ' rll FOUND TI Wells meeting requirement-a(•TBO Chh IOA:1 / 5%Atltlltional Sheathng f r Well with OpaNng>9'B" ea .e . -(- ..,. ._.,...__....._...._...-.. MedMum Building Dimension,L gvr7 tulydra./ - G0R trM!). ! . Con.rate.................._...........-....._._.._..-• NommelHdght bt Taileat OpaN 9.t„l..._§.........___:,,'l%� _ a`}`'6'B_ _ nmmelleves. .. . ... `I iI I� 4a COPcrete Masonry......... _......._.. Sheathin T '� �� ' I- g YPe_.._.._-..____-..._ (dole 41.._______.___.__..J.�Z-0[�S. - ATa9�c ' .. -r___ 22 ANCHORAGE TO FOUNO/6TION''i Edge Had 9Pacing_____ � (Table ll ar.b 4if leash---._:-],_fn; - _ .. ,. - _ N k1u I B'Pm Aele McNWmLAndlan ea en nlromatNa/n amsfele mIV' a .�' - -• - . 5/8'Anchor Bolls Wbatltlad'ar5/ P 7 .-. .;M1, .i� Rdar B c(ldg-.,.____.......__(Table 111-.__ .-.._ _ . ....__.(Table 4)........_...-,...-..._.._ Shaer CaMedldn(.q.oflfid romnlaq neiLv)(Tabb lt).-_.__ ^r � �L I y eft 9Pedn -9enarol_. ........... _.._ '. �' .I '?M I. 1 .g g _ � , M1 i . .:.___..Fl Ste.-__..___._.__� 1sb•.•12' PercentFulFNaiaht Sbearfng-=___._(Table ll)..._.:_: ::,..-.�:._..'4..L.':�. v -� I. ' .. 3 I eau Spacing Wm andgaint ofpl-I-_-__._-_. f 9 )_ r"{9 .. _ - In.a r. '.,1 iL pmcing>8'B'j0asign Conmphsi--._ y�( _ ' Bolt Embadmant.-ca.ntt.11...._._-•._._._..__(Flg'-._._.__......-.________.. � S%Atldlguhal'SheeNln (ar Wallv06O - ,_ - �; - - _ _ _ , Bolt`Embedment-mnsnnrY.....-,._.:-.__................_(Fg5).._.__._..._...:.._._.._____tW rnalh• >G Wall Cladding 111 .. . ' - .._,.(FlB 51.__.___::.-._.___._2 Yz3"z Y:'. -��- Reletl for WlndSPeetl7._��__.-_.__._-__._.___.�___.�___-_-_. ^.I 99 . Plate mbedm.___.__-..ruY.____-_.__ y - I IrL n.�. �:.- ins .3.1 FLOORS , '. ----. MR Cn (er55:__ _._... y_ S.t,RO0F9 - meets ne ad...-._ _.Far Raflen me AW.Frew 7 •.8 � _ smaas saxraa..ogo. .. I Fldar Raml- moment spans checked--___._._..:._...._._(par 780,C 9P ) f Roar rnming me Pena c ck 7 _ ( C •n Taal;see of Z.Webs")•. I - . M Fi-Oenin➢Olmenston.__..,__._--_--.--(Fide).sIR1ioz74AI&L-IO.d_.. .O R51T'. - _ 1 _ . aximum P Roof OYemeng___....._.._.-..-_.__.._...,__(Figure lB).__..-_ .....d.rof2'a'L(3 8 I Full Me rat well SNds at F "'-'" Truss dr Refler CAnAectlq.at Loedbearfng Walt. Ij - ...' oar Openin9a Imo Nan 2'.framF�rtadar Well(Flg,)........._._.,.. .. r�, - ' h i. t Getdl Ver(fpd end'H I rd(nl i9 - Pnvdalery Connaciore .... .. the -.. roacw mil . ' MaXlmum Floor Jalst Se - , -' 9' ' ._Fl ._... _......-___.. 9 .__.- ably 12 0 ✓ 3upPortinO Leatlbmnng Welil or ehaetwalL_._...-. ( ➢>) -.-+ .- � _ __ _UP n_ )---= U r •krPenal Attecnmenl .. .Me>dmum Ceneleveaed Floor Jol-)e . ' ' ' _ .._.__ -_ _ • .. . . ..%R r•�, Laterdl� ._. (Table 12)._. S_ .s&% __. __ _tuns. a 1I y it ! Supporting Loadbeedn9 Walla or,BhesIWaIL_._.___.(Fl9 Bl.-.-.....-..---.•••_-•-•--•.- Sheer_._--___.-....._-__.:_�_(Tablo 42).._. __S= pit 'ry - ! Floor BreciAg at E.- all......._...._..._.__.-.-.__::-__-_-_(Fig a).......:..................._...____..__- - Rld..SVep Connections,grog use nvt rued PIr - . ... ..,. He _ - _ - + 7BOCMR CNa ter SS..:_._._.:_..___. ar per Page 21:..(Table 13). _T=jplf .. •. +1 . Floor Snenrin9 Tyga...._................._..._......_..._...._«{Par p .), •-• '.�� Gable Rake Outlpoker_....._._. __._«__(Rgure 20}• Ssmalier of 2'or Ll1 - - 7 ' t 7BO CMR Chapter a5l..__._____._3 tilt.; �` ..._____ ___._ or'Shanthln Thickness . (0.v - Truss-Rafter Connecibna at Nan-L-db-,f. Walla ' I Ja 9 .._....-_......._.....__. _ I - -' F ab i e nano of Ad ! IA 6a14 g _ Floor Sh-Tir Fe-tenin (T tens)..g f�m ge . ...-_.-._...._...�•- Pre Aete ermre. - ���I 9 9.._.......'. .. P Lf('bran upp�uh- ---' -----(Tdpre 14):__----_ J 5?Q„e, �� wa°aae°a.a.`oc`u a,t WALLS. . . a ,.. .• . - - ' ! ... Ca'E[IV.(re,of led common nails_(Tebld T4).-,.-_... --(.clt�.lb. - • . i-. -. . , '- - . --.-......__•-'-__• f . ' Well WALLS- ,.y .,/ - Roof Sheartng TYPe'�...___._._-.___(Par�fia CMR Chboters Soa'd 59)._.-._.. I •tz -_ - - rdbawAn.Walla.....a&'.U'T.%._.9:Q:....._...._...(Rgfiand Table S)_.Cr.A&A.,. : R a10' . )•P g -. •' LI - rt520' RrorShearing Thicknes - r Sm Oetell: .Next Pe - I. . e:__-._...:_..-_____ m.2Tl1G WSP _ - 2__ _Fl4,o and Table 5.)!' etc 1.,a.`+ frabI __...-...-"_.__`•7�._': QP Be . t Non:L�fbeahngndas_Ga»1 k7,..tJ.^:-___.._( - Roor:SheaNN F88tanin I • v _ , .VJaII Stud Sacing _._.-.._._.(Flg1.0 angT Ole$)__..:',_..;:tQ'Ihrs24•,mp. 9 9-----____-_-..__.(Tehla 2}. _ _. ,, _ , P ..__._.-_........_...-._ Nola.- - - was smnwtaen (Fan T fs elr,.-.__,._.:._..._ 0 ._R sC' - I' .. Vertlml and Herho.rdmN•'Iuhg 'lSTfi .-_ I ._.__..........._.,_._._........_._ 1.' This checklist alnul be.all.its entlraty,excudng re speciac exceptf..noted in4,tP eomP1Y With ro-ragWrameNs of fa Pend AtUchmem ' 780 CMR 5301ZI.1.ni 1,If the checkust is met in Its enllfetY1I1_Ne(ollbwlna me(I alraPs end hold downs are not_ 'I - t TR9 .. - ' 4.2 EXTERIOR WALLS° '.r-- - required per the WFC°M 110,mph Guide: - • T.t .� _ ' Wood slues: v - - -_ .. .. . .Laadbe'vAli'walls-_. (TabIU-5)-i�' dl. .h,4.%-A n: �•' . .. ens Ste paps ParFlgureS i ns __--..-.__--. eh• . _.-._,.... .'ge.SVe Per g . Nan{andbmnA a!_....._...._.._._ (Tnpl ) ..-:ins >t t b. 20 Fl un 11• .._ _ _ . .I. g --•-- .,b1," . a.'I/Plift Straps Per Figure 14' .. _ � - , Gable$1d Wall Bracing - d. Al19paPa p9r Figure 17 ., F ; Full Height EndwdlSbuds.......__.�_-_:_:_._--(Flg 10)--_..___-_..._-.-_.. a. ComerSNd HPid.Oowns per R9.,.,e.and Rg,'41ab ' « .. - WSPAmoFloorLen th.__....._-.__ '_"__.(Ro11)_.__.__..._.___-_• .ft2V•/l3 ..r. •I t I ' g r. ,�e.11 ... L Exm=.OpaNng heights ar,up NflRshall be pemutled when 5%la added LO re pe¢ tNil-hafgnts.eaulmg �J i +�t;�T . I Gypsum Cdliny Length(Ir VVSP not ased),•••____(Rg11)__.-__ --.-_ requinmenlp.ahawt}.fn Tables to and 1'l- - -",: . , ' and 2 x4 Continuous Lateral Brace BR-o. _(Fig11j.-.._.._.'__......____-.---_. • .-' • 1 i `�\I.' . . �// : or 1 x 3 ceilin fumng s pacing min.with 2x 4 plockin A R s cin m endloistdrauss.b.I / I. Ths.bouorn sill plate In azterforwalu shad he a mlNmum Z in_mimmal rblmes preesue Vested 02-grade..,. "L"'. _ 9 MPa®76's B� oe 9' - . . _ _ �i - 0eubleTopPlate ':/ 1 - r - . Splice Length ._-(Rg 13 and Table fin -___._._.19?R Y - 111 I :I _ 1 ill � _ _ } - - .I .- ! _ - - / i s' Table .__ ._La[ - - s rem canoe i n n:..._. - .. - e_ .o� mmman. -f - c no.PflBd B)- - - .. I ; I I. ' T�, . .. .. ...... . .. - .. �- . �. a.. I . . , ,. � . :I . ... - .. - .. ._ - . .. I I . . v - ins 4 ,. a .. _ ! •. .. :'110MPH EXPOSURE St! I ::•ZO E . l Table 2,.,General Noting Scheduid.' `°' r'-"�'^"-"- DOUBLE 70P PLATE - .. - I .. .. JOINT.DESCRiPFI'OFF -. mE�rofNurnberof,Na115-act . `I ' - _ . RPbf-Framin . Go' inlh Nails 8o>F�Nails . .. .: - BlockingYo Ftartpr(Toe-nelladl I .Fd Z-10. • chsnd - .. .. : .. - .. $f e E HB6pER I - - . Alm Board to Rafter(End nailed) .. I' �6d. 3'•16d.• -.each end - � ' . - - . _ . . �.__.-.. . r ._ _ .. .. ,. .. • � - Waft Framing. � :. top sates at Intersecdone 68ikalted dI d P ( ) 5-1Bd �;at lolnw Fl)LL - Stud to SWd(Face-nalleQ) - r '� (E 6d 246d 24'o.a HEIGHT REOUIREM - . ' . ;• - .. ' Header taHe2dep(Face-nsded) r�d' 18d- 18'o.G•ai0n Bd e9 -'MINIMUM l,!T.6'AT UAGH'END.OF HF�>DER I _ .. 9 9. STUD. . HEADER SPAN 'HEADER NUMBER OF W�14 - EXTEND HE40ga -. .9 - 'I. .. .. (FT) ft1LL-HEIGHT .UPLLR I. : . 512E. LATERAL . h rhino - Fiooh FYBmlri UBLE JACK STUD ro KING 81uo' Jvisttb.Sill,TaP Plate or Girder 1( ) i _) - .'4.10d .-.per)o(st STUDS lLB.1 a red •p%,:. - (Toe-NaOed 1 FJB 94 d. (LB.J .up over 91ecWng td yo(st(Tee-nailed) '-Bit '2-fOd each end: I _ ' bender 8locking.to SIII or Too Plate Toe-naffed WINDOW SILL 2� ?- . i6d' each block' 211 '; •Y ( ) '.Bd 4- PLATE 2X4 I. 132_ ea er SW fn ..- L Bee�`or Girder(F e- 9 m lq -nailed'•P fi d' 4-7 j ;.OK; Joist pre Led arto,Beam - pert o4atet: 3 8d' � 2-2X4 •.i g ITPe_Nailed) '- �d.. 3-10tl i '- 416 198'. • - '.toj•,j - Bend Jalst to Joist(End.nanetl)(Flg.i'4) -' 8d 4.i6d • er afar. _ - 4� 2-2X4 ? ', e I (I .Band Joist to Sill or Top Plate(Toa-nailed)(Fig,14) - �Bd gtl perfo➢t " :. .. .. Ii ` .- - -- -- � 2-2X4 3 693 ,. ' „ . 'Rapt 9haathln9 _ • NAIL TOP PLATE Wood SfNcWral Panes ,' 831 TO HeaoFJa WITH Rafters or trusses spaced up to ifi"o.o. If 2-2X8 396 NAILacH """" r! 9qd'•..- B etlgel8 field 3 910 462 . ....; .. •J.. e r red COMMON :r t:`"" Rows OF 16d .. Rafter o trusses sPacadavgr 1B'o.F.. d,. lad .4'adget 4 field• _ _ _ _ 8'"' AT 3°Oz.- .. ;); . NAIL,AT�3'o.c. i � Gehl,endwall rakear mks trues vdo gable overhang' - led 8'adget 6'field _ . - : aril. Gable endwall rake or mks 1ruse wi structural but lookem' 10Q'' 6'edgel8'fleld.:� _ __ __,___ __ __ _______ _ .3. _ 2-2XI2 1,108 528: r . . .•. „ _ , ,�:t.': Gable endwall raka'ortake trues w!lookout blocks •- 10d '-4'ed e/4'field. .:., oR. .-. . ... . . g .. 'd•e ..,A.- ...d•o .Ids 10'. 3-25l5 4 1 1,241;:. . . ," .; No rdudale Ceiling Sheathing 1,385 ad mnlmon .. r _ ';-it° e ' •"',e-° d d.4 '. I Ir 4-2XI0 4 L524 12a Gypsum Wedhoerd .. - EO ors T."edge/10'fie .'0•a .'d•e-.°d e -°d•o•• 1• ,^ , t 2 3/8'ANCHOR BOLTS.WITH i, 4 I "XT .1 at 9'o.c 3"X3"PLATE WA614ERS I .� . .�t( Wall Sheathln 4 ! e r°•16LE 9_' '�. VIELVIOF - g. ) .I d TYP.AN�R BOL75 AND-°a,a'aQ ALL -OPENING;S - ,'-} i 3°X3°RV4°I T`e WASHER �r•��ERS GARAGE � I Wbpd Slructurei Panels '• ' ' ' . OPENING Ia .. I Studs spat Mubpto24'o,p. r ! : i .I e•'de•'do-ado•ed�o'a.4% : n . w s IN LOfiL BEARING- WALLS WIewhm ` .. .. I. 25/3Y'Flbarbo Penele (9}• 1, . S'ede/t d d•e'. d•e .'d•e d•e 'd•e�.' ... m g ., qq sum Weliho rdam - 7 gBe/0 fi9W - ra1 extend .r t_.. ' .1• K'GYP a ,5d c iieis' 3'ed PJ .1 e e e ' v ..._ . . .,D-ado-a:do� 'do- e h.ader - .. FlbcrSheeNing .. .. I 'de°.aces- rep<�..ad%.od"e-aloe.:°°� .. • - . . - . a> :ee '4'-.d> •hv Vyggo S[Notural Panair. ^M1 - t _ I .. . 1'or less i I. lad .6'edga)t2'fle1d. \:ea'a '. .°.d•e 'da ,'d•. .°G•.•.'d•e 'd•e•.'3%•'L 9heari .Greater the r rag - it f IS8 6"edga/.6'fietd,. - _ '_ a. PPro°• .II mid hdBh1- _ Nall erhndule . (.} s nd 1 gage staples ale pfrtlllted;check lRC igraddl8onel raqulrementsr - "'1 Corro iomreslsfent.. gage nails, a II . .3a'.. . : . I .! SOTE 2 s�' - '- Neil:Unlaseotharwleasl'sled,eizesgNdh`fc}neliserbwljh'� !a- Brses.SPxandpheu'liredo'nalisofequty-'dent . EST�MAT)NG - . diameter end Bqual orgrea�rlengN mthe speoi0er!' may be BUbstlg)tuii unless pthelwiss ' - '. . .,,.a_.....�.:.,¢....,a;.re..,.�M.,,.,,..,.,<�.a.,,a.nn::.r.:..An ...,n..n wrwwwr.9..w ,n.grrnn:wr...mm�n,�¢.- ¢�.n,,.nm�.:....,w...=�,.®,®n.�*+.,.r. .aw•,:.,.,..nw,....:.ne .e®...-e.nnm...�...m r..n..n.,,nnw.w..m:= <. am amm., ne ma, �,::.>m,ww.-„o. .n..mnsef,mw .. .�an..an:p ..,.�m,m....,-..n:.n.T, . - ACCESS COVERS ("UST.BE if1THIN... - (N.SPECTION �g' MIN(Mllbi., _ '�L.!V VE�� l LLEV�I T "��n.�) �a 11.�5.1.CAN.��CR lOTER L¢��a� �'�C7�ib!(���aL." N�?'TL-� . 8- .OF FINISH GRADE � --PO:iT " "/-�3' M+AXIMUM COVER` _ L N .. T1 I t INVERiT'AT BUIlD(NGJ `YJO ,S:' DC$IGN.FLOIP:." . .�:,; .. ..�:. ��.. Fiasr 2' C - NV� ... - .� L. ifll$ P1,4!•/'!S F06 THE DC5,'GN AND 40NSrPU,:'. LOrI. .l. RT IN SEPTIC PU SAL '.r-STEM UP((:)'';' --, I 6Cv'DR6 AI.A.J' ! 0 v P:D. PER 8C L£V£Lv /1 i-MIN 2' OF PEASTC�E �U.O OF THE S(.AIAGC i>IS "' j i -----• '--- _ .- 114V_Rr OUr:SEPTIC.".TANK: 19.75 0 I r--___---_- r: _ L6EPROOM EQUALS 1/0 G.P:D ,, uA'.0 1 a �` _ ` - - _ 3i4'" - '1 //<"`Dl I.NVERr IN DIST.. 80X: _:I9 .47 .. - A0APKS .. _ --- f T-T -- VERI!C.IL DAr(/M 1$ a$SUMEU.-FJfiN(:NCi( l°s1�-. :. + c �) NO GARBAGE.(iR l NDE.-R; �,�_ :�' lO• q, DCUGLE' IIA$I4E0_STO!`( " i 1NV_R'T-OUT D/ST. 90X:- _��=_- SET. SEE $IrFPLAN. 9`9. $ 9,, (y; �____� 9 4 I NVF_R T IN L EACH:i(NAMDER: 99. J Liar i -99:-L_ I y- I SEPTIC rANIt RF_UIIIRE'D: ' HIGh' CAPACITY INFILJ'RATOR BOTT'OAl OF LEACH"CHAAf0.5R':'_.98.4. _ . . J.` 'AL1. COlJ$'TI:UC7T/UrI M1I£TIJOUS AWTJ MATCR!,q{.,", ,rIND J UIIrI.ET l lf0"G,P.L'...Y 200rc a^20'6AL: " i •kF �$"lGF:'E 76'.Ii,�;N 'i/ D-ROX CHANfOEfS, fl%J.5':3 STONE AROUND � � - AD�dUST£D�GROUND.:IYATE.R: N/!1_- � SEP.TlC:TA.NIt' PROV40ED: �15OO:GAL: MIN. - - MAINTENANCE OF THE-.SEPTIC` ,i)STFIf'S14ALI GAL / 10'r x 08"1 x !0•d "- � - � �� 09SERV 'WATER:. N/fl _ COIJFORAf r0 AW$S..0 E /': TTrL 5"AND 1.01, `` ED''GROUND. - - _ SUP1'IC YANK i5- 'CRUSHED-Sr(1NE O17 - - - DOTI OF TEST HOLE wI 92.1: SOIL. ABSORPTION SYSTEM REOUIR'E0: - � BOARD OF HEALTH REGULATIONS i '-•��,_�, _ CUhff'ACrE11 RASE A. . DESIGN PERC RAJ'E C 5 MIN/INCH - ? >EPr1C - CNTS L 1NDCR . , - - - SOIL--%TC•'X1'URAL CLASS 1 - ALL t . SYSTEM,COMPO.I LOCATED /, � �° S Al 1 r ROF L :NOT T) SCALE ,j lPE4S s(1BJCCr TO �Vr:NICULAR.IRAI•P+C.OR GPE4TER {_ .. _1. j _ EFFLUENT.LOADING RA.fE` - 0 74 GPD 110 GPD / 0.74:GPD/SF - 149"S.F. REOUIRED !-CLAW 3` IN OCPTII-SFIALL OL"'C:4PAIJLf- OF: W!TH- . - : -- Na4 EEI ADS. nu. ,:ArCII BASIIr. ,'•,171ni-fuz.ov �,-- _ - �- PROVIDED: 4 HICI! CAPACITY INFILTRATOR S '. .STANDIW(' -20 6f! LOADS. CHAMBER$ IIV3.5'.t'STONE AROUND. A,4vb S.F. - -• AC.f. sEIYF_ PIPE ,HA _ LE 40 (7R 4 x.0.T4 - 340'GPD - - PPNUVCU E001L. ..C) A 60 S F . , 17 LL "CN DU : {{a , __ :, :ns.:;r ��2•V`,}� _ _ _ .G, ,;iEPT!C TANI! AND.U-RUX SHALL RE P,E-"T NFORf,ED S I? L L_ rF S 7- l� I" 7.. D% L,Q 4� Rl:'CAST CONCRETE'AND IVATFRT'1 GhtT.' D-JOX SHALL BE WATER rES'TED TO CHECK,.FOR !_EVEL WHEN THERE 44 �.. !NDICAtES r 1NOICATE.S -� ®- .. T _OLA7"ION _— 08-5t'RVED. IS MOREMORETHAN.ONE OUTLET. '�-•,> '� I ERC S -EST _ GROUNUN'ArE/4 .. - .o n"""^�a m'�^q•SO ` ���..�.` - .,�. .. .. 7. BEFORE.CONSYRUCT'ION CALL 'DIG-SAFE-, d 95. TF s'.!' 1. r0938 TP #,2 r: ., . . .r:el:L+a.m:1;r I^.-�, - U:1'w. �. �. `��_1" ' .1-61I8-01G-SAFE AND THE,LOCAL IYA1-FR DL-P m„ m y r r > IN.•"(.i'i'q i(6?.C/iaA/Cf:i,f °:.; J ?-..�T+� V.:` - .. ),,, . ; •:r:ox[nr•nuvr, `--�/ �s. '>�.. HOPIZUrl .TEXTURE ,COLOR :h/ORIxON ..TUFURE,: .,.COL'OR..: _ .102."4 .rCDAAIY. 16TR _ LOi1M1!YY i.OY'R.- ,, STEhf !rIJTAL_LERUSIJ�LLT'I OTFF��TIiE . SAND $/3 : ..'SAIJD JIJ y $T U• IU2:-I 0 ..; -`""• ..,,r.` L ': ':�_ : .. ... DESIGN ENG I NE£(T-TIYO DA'(.S PI7 P'OR YU'C1)N„ P()C•ri UN . )'; OF THE ,SYSTEM TO ALLOW FOR SCHCCUI_ING.of' THE n g - - - - rsoccu.tov P'. .� i ) LUL1M111 'IU.1`R•' LCAnfY :. ICYd .. , - ra (!'..:... .. - 13 — - CONSTRUCTION�.INSPECTICN$. J SEnr.LC :rnN.? $.4N0 4/6' - SAND 476 . ... .... .... . ....... — 99.8 3U . . - c' WO vET1-,PMI1VAVi ON HA-5 BEEN MAi)E' A.3 7 .. ,r E 1,11 :1 ecsrfd c r(OPis Of' 7_Url+lh^ AND SAND I UY C MFD! I07P17 H,E I TlJ UELC L�y AND 5.'8R SAND 5:8. R.EGULA I i ON,_, i 7 5/iAt l !•'EhfA r lV .; . . _. .. _ "',.,^'":•.n, !. _ ' �( �. '. .. .:I - - -. .. - RESFUlli:iill.l't-S' : ( z:El: •rs I .. - _ P(-r?MI,-,> ICd F.'+AN(+S ITrc rOR li', rP. .If.':,;.. _r - _ o/' 1 p ' JFo UfiE D. ,o A6CO11147.. i rI4L _r)Y.C: ,iF,,,,, ."/ "'. rh �- � - ' ": �. ..� I+ 51f r, (,. ..�.1' !"..5'�"H- :�:A,ION(N-.'�ItE .. il. �,;,.__. �,�."'•-`"'a. t i .a,.) c L 1)rli 1 Ior., t i c .� Aj:.. -- NC MLR' _ qo , 1.0--)---T- 1JC IAA?Ek_ ,.4.2 -J. - •PROf'.L,:LLN(il(.0 rit;.. T :; I •. . ' G .. DATE'..MARCH 31. 200!', - �. I• f LDr IS Lor'r En +nr zr)rrE r ANt c :. .may - I ;EST N:': STE-PNCN f!AAS . +� "0 A ONE -DEL1IJQUAI SDI@£CLING- - IYI TNES ED BY.. DONAL.D DC:SAfAhA75 - : 1 ' I ,• " _ 'l L<inc .. I ,. 'PERC RAZE' C 2 AIIN.'INCII . �1 j I Az FaF - A L_ . L. mil v/ n T / - L/F_�E3 EF Fi' :ice t-Y/ L L A4fA _' F !, (j1 0'y' E3 I F,'L7 `�'�i!F.d -,l w i"+"�. 'd�1k �.:n. �'�m� •''L1 N7'✓/ i . l�$�'�d q m F J T . L I GENG) n CB F IIV— ATERLTE iNF_ ND OU _ �? �) J�: .4 P R �'�_ I _. IYDRANT . ...� a \V I{r1S L(PIE C (— —G— �, L� L_ L— -- lJ E >I't e a OHIV--- f VER HEAD W l RrS .. .. - J ft jIGHr,P0S"T - -�-- t h h o t M:A. c7 2 6 7:5.. �NDrRGROUND EL Ei_M I C I 1 NE o f l -- -- FRGROUNO TFLFPHONE L/Ne % ''/C�! :',I/1 j 1�_ �; C7 E3 0 0 _--_ T ND 1!� . '� 3(D& ) •:I-3,2--.a 3 3�� -CrV- 11NOFRGROUNO 60:LEYISION LINE /..e ✓ ��i�!'�G�^ ' .� 1 40.4 UT ELEVATION •� .. . ;. ' =" �- iU--_ G.YI STf NG CONTOUR .' - __ ._ CONTOUR :� _ - ------- - .i N 1 ,S/j Il w, - .n ac AD �17Q h,v of v lr n ¢ •� _a., vn..r, „- ,,. .�: vr..ma..�nramnvnwmmr,nunavkrs,n[aemvmr:s¢!1v¢AcmnPP,aalTytnx.nnScecmncuasseR.mervh swvry,mnla¢,z[mve.,nv¢mrzmsw nwn,tmn.:nrnnranmen..vnmm�mr<rmnc.ae, a rrnn,mmewn mm:x. v,:awena w.n w:. _ V ee w¢vmm¢ 1�:vN¢oAvra, , rs¢Asowrnw, el. 'nln¢mw , u c r RITZ ILEDIN � •� OIP r- ie- f y (`6 . z JLIJ Lu Emp All — y , 1 ° t 1 {{ _ I _T .1 zi I -w 71 - j I11 Wiz: .�• x,. _ I a � _ -71 z iCz Ix f 19 31 4 ci I i. � '� jlIit � �• ! � �` - { ! I i. 77 p . . t .. I GJ b�e I ' U 1— ca l �P1 tCl It NI , K "- --- —I - - 1 , i stllL p1NG EP. AUG 14 242 0 El'. 38 `� Nose � `' N� �o.ge- �+o� owN OF gAR�STA F. gLE FM X12e e - - . . i�,•�liz r 2,��0.eAF�,— ' 2>c10 ,�•,r: - '. Re;�'zed�r+h,,re.5�,.1 a�< sKeol Cp . . .. I gIWO . . 121 12": - 9 r .. � - � � ••-t�e-w .�7a�ocJR,I�BRuze� � . . . - � �1'� �SS Cis Sagna rly o g �`V RI oS �' 7 1 p� EC J L tl N oCEDERHO M STRUCTURAL ti ILITI 7ril No. 38962 !O - Irc Y ,r 310, E � '• A 1 womim t � h �� - I j • { • L ' X. [Bpi D 77 -- - rc, 5, "F1nor CXiS�P�J , IzCj7- Pj}cl, �OF MA ER IC i CEDERHOLM No. 38962 °2 m - i 0 STRUCTURAL i v ti - ;-----f I _ , Sf0 of.. . I �PiY �rly�+9Yt.LvL3'. —- --- _ D o� aa9k�iw n QQ _ Plan'. �a,�a_�2 : of . ,• . k ,. 6lI rnA : oa�oi , . BOTELLO 8 ESTIMATING - G T qlAt S.l s O� ERIC I G CEDERHOLM, m z (• i O� STRUCTURAL No. 9682 3 i � RifI �h • , , 1 ELEVATIONS : ,: DES I GN. C'R ! I : GENERAL NOTES t!CCE:�5,5 L:OVER5' N,UST BE IN THIN INSPECTION 9' IaIA'IIJUia. I �V VER TTER I A ,i " OF FINISH GRADEi PORT /-3' 11AX1 k1UM COVER / I AVERT AT BUILDING ^ 100.25` DESIGN FL' 031: rOd.O �/ FIR,51' '2' TO INVERT IN SEPTIC. TANK: 00.0 I BEDROOM AT I10 G.P.D. PER 1. THIS PLAN IS FOR. THE DESIGN AND CONSTRUCTION OE LEVEL-, MIN 2- OF PEASTONE n- OF THE.SEV/AGE I!;VE.1 OUT -.SEPTIC TANK: 09, 75_ BEDROOM EQUALS IIO .G.P.D. nlr:` �,pr c-- 3/4' - ! I/2' DIA. II,VERT IN DIST. BOX: 99,47 _ - _._._. _ ----. _ NO GARBAGE GRINDER T '�-' `--�"" -----••----_ -• -- ' r.� .�-- - 2. VERTICAL DA!'UAi :i S ASSUI•IED. FOR BENCH MAP,GCS ~'� 99. T5 �'�.9.9.3 T`�j Tf 0" � %a ''� DOURLE {fAS11ED STONE i yVERT OUT Dl ST BOk• �99.3 SET; SEE S1 TE'PLAN_ �� -a> 3r. { 98.4 INVERT IN LEACH CHAMBER: 99.23 WAFFLE-� 99:47,� - 99.23 SEPTIC TANK REQUIRED: 3 OUTLET 4 HIGH CAPACITY INFILTRATOR Bc:TTO,tf OF LEACH CHAMBER: 98.4 110 'G.P.D. X 200x 220 GAL. 3: ALL CONSTRUCTION METHODS AND AfATERIALS' AND CHA:fBFRS Y//3.5'' STONE AROUND APJUSTED GROUND WATER: N/A T MAINTEMANCE OF. THE'SEPTIC.SYSTEM SHALL D-80;r SEPTIC TANK PROVIDED: 1500 GAL. MIN.11 1500 GAL 10 •r x 38 1 x 10-d OBSERVED GROUND fVATER: N/A CONFORH, TO. MASS.- D.E.P.- TITLE 5 AND LOCAL SEPTIC TANK ri' CRU5II(=0 STONE OR I BOTTOM OF TEST HOLE al: 92. I SOIL ABSORPTION SYSTEM REQUIRED: BOARD OF HEALTH REGULATIONS. COMPACTED BASE ' DESIGN PERC RATE ( 5 14IN/INCH PROF I L L NO i TO SCALE SOIL '.TEXTURAL CLASS - 1 4. ALL SEPTIC SYSTE14 COMPONENTS LOCATED.UNDER EFFLUENT LOADING RATE - 0.74 GPD/SF AREAS SUBJECT TO VEHICULAR--TRAFFIC, OR GREATER 110 GPD /.0.74 GPD/SF 149 S.F. ;?EOU I RED THAN 3' IN.DEPTH`SHALL BE CAPABLE.OF VI/TH ear. ,;>aTcx 8,45111 � STANDING H-20 ,IYHEEL LOADS. • 1 Rt:d-Tuz.o? -�_ PROVIDED: 4 HIGH CAPACITY INFILTRATOR CHAMBERS W/3.5'2 STONE AROUND. A-460 S.F. 5• ALL SEIVER PIPE SHALL BE SCHEDULE 40 OR �f `►vvc 460 S.F. x 0.74 340 GPD APPROVED EQUAL-. ``.- ar•=° / d J5L 6. SEPTIC TANK AND D-BOX SHALL .BE REINFORCED 1�fL J v)` �� � SOIL TES T /- I T Di, TA ® f'RECsIST CONCRETE AND 1%A TER TIGHT. - D-BOX SHALL BE Y/ATER• TESTED TO CHECK FOR LEVEL. Y/HEhI THERE I ND I CA TES _.� I NO 1 CA TES PERCOLATION ---- OBSERVED IS MORE THAN ONE OUTLET. - o �z����a�©e'+j •� TEST GROUNDWATER- - �. _ Sn _ •g5�,�7'`$�r°*° TP rFI 3 TP sp 7. r P109 8 + HlGif CAP.tclTY - - - , 1 I A I Nf I L TRATOR FORLOCATION UNDERGROUND UTILITIES. T 1 E '+-•• 7 l BB8 D/G SAFE AND: THE LOCAL WATER DEPT 1,�/3.5 : STONE A1:'ovvu 3d 1, '° HOR I ZON TEXTURE COLOR HORIZON. TEXTURE COLOR 0'' 102. 1 0' !02.4 L ATION OF U OUND UTI S. c,,,g LOAMY IDYR LOAMY /OYn aox p s C `r<'. I A 8. SEPTIC SYSTEH INSTALLER SHALL NOTIFY T;,b c?Tll�j SAND , 3/3 SAND 3/3 UT0 DESIGN ENGINEER TWO DAYS PRIOR TO CONS7fl C / N 7• .. ...... 101.5 7• ..... .......................:. - I01.8 1500 GALLON p OF ;THE SYSTEM TO ALLOW FOR SCHEDULING or THE ry r j a LOAMY IDYR B LOAMY' IOYP. _ CONSTRUCTION INSPECTIONS. .� < sEpTrc Ta.Nr � SAND 4/6 SAND 4/6 V / TPOT '^ W 28' .......................................... 99.8 30' ................................. 99.9 i P�' c 9. NO DETERMINATION HAS BEEN HADE AS TO / COARSE' SAND IDYR C /. MED/Ull IDYR COIfPL/ANCE VI/ DEED RESTRICTIONS OR-ZONINGAND COBBLES 5/8 SAND 5/8 E E S REGULATIONS: IT SHALL. REMAIN THE CLIENTS RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL oPas40 c : PERMITS. VARIANCES ANCES ETC. FOR THISPROJECT. aEaa � ' II S I , 4 i li __,__,_._ - -1 -..• a,.: - � _ _ -- �__� -- - i 1T SHALL-— THE CLIENT'S /tESPv^."!SI^'L, TY TO HAVE THE PROPOSED BUILDING ;=GUNDATi0P1 DESIGNED TO ACCOUN FOR THE EXISTING Gr?tiDE J 1! " f i1 , r �'- �- AND SOIL COAID 1 T l c7NS AT THE L OC7 T I ON OF THE 120- -- NO WATER 92. 1 120= - NO WATER __+�_ 92.4 PROPOSED BUILDING. ' / 1 1: THIS LOT. IS LOCATED IN A ZONE l I AND 15 L llf/TE[ E-'�,;; ;" i DATE: MARCH 31. 2005 {T +• `--� tj � t': 1 TEST BY: STEPHEN HAAS TO A ONE BEDROOM DIVr'LL111G. l ;TNESSED BY: DONALD DESMARA I S PERC RATE: l 2 MIN/I NCH It 3 t 1 ':1.✓i l' :i . I'_ P I.__ A I' V O F L.� 4 tV:..-./ . ; r / ;o.., r 89 8L UER, RR Y HILL eD . MAP 249 . RARC�L 75 - -__ T Tr. -i-- ( f� Y'A N/V / -S PRE_'�'ARE'O FOR . L E <<r� , �,a •s� a=� J ea3r.a T. Sri (ON R TE BOUND , _ t I r 1•' / s C�,Y��.;i° _..�E'/- f ATER�L 1 NE j .. 2 . r ` LOL:(/� I J <• TJ• SC,4L E <<� aPR' / L / 2 2005 ' � ANT -G (,,AS RL I NE ^ I I - R \ / I I N G I� VTR HEAD WIRES EAGLE J U �� V. � , � I V. C 923, Rau t e '6A LIGHT POST / :'MA . 026.75 -r E- tNDERGROLND ELECTRIC LINE - ��._,V•,, Yo rmo u t h p o r t` ; ' r ( --T--- u'AI?ERGROUVD TELEPHONE LINE ( 5 O 8 � 3 6 2-8 1 3 2 �� !! ir''i 11►'� =� ( 508 ) 4.32-5333 - P - -�_T V- .1,VDERGROUND CABL EV I S I ON L INE j -F 40.4 SPOT ELEVATION !:XISTING CONTOUR _ v r _ J r' r !_..__�__..__- - --� !-Fo `'ROPDSED CONTOUR L 0(., !.; ,�7 MA I 1c' 20 �,o Job NO: 05-021 F/ELD:UVEL CALC: SAH/CFNi CHECK CFW DRN: SAH Tp :ONRTlI11R�117®'! � mmwMrsa,wrsr ACCESS COVERS MC1S7- PE WITHIN INSPECTION 9 " M/h'IMUM. � I/ � T � [- , 6" OF FlN'ISki GRAD " J V ,_ R I EL c Q T / ONS : Ut_ S I �I`� C,R / TE .� I A : GENERAL NO TES : PORT /r 3 ' MAXIMUM COVER ;04. 0 // \ FIRST ._ To ^AVCR AT BUILDING: 100,25 DESIGN FLOW: BE LEVEL-7 MIN 2' OF PEASTONE 1NVERT IN SEPTIC TANK: /00.0 / BEDROOM AT ll0 G.P.D. PEk 1. THIS PLAN /S FOR THE DESIGN AND CONSTRUCTION -T - -/ INVERT OUT SEPTIC TANK: 99. 75 BEDROOM EOUALS 1 /0 G. P.D. OF THE SEWAGE DISPOSAL SYSTEM ONLY. _ x' o c _IAA( P,P _ - - _ �_ 3/4' - I I/2• DlA. INVERT 1N DIST. BOX: 99.47 100 t—T \9� 3 Ip• F `—DOUBLE WASHED STONE INVERT OUT DIST. BOX: 99.3 NO GARBAGE GRINDER 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS 10O Q/ BAFFLEGA LL - 99.47 99�23 4 INVERT IN LEACH CHAMBER: 99.23 SET. SEE SITE PLAN, 4 HIGH CAPACITY INFILTRATOR BOTTO:N OF LEACH CHAMBER: 98.4 SEPTIC TANK REOU/RED: OUTLET 1 /0 G.P.D. X 20OX - 220 GAL. J. ALL CONSTRUCTION METHODS AND MATERIALS AND � CHA,IIB_RS W/3. 5 "t STONE AROUND D-RU,I ADJbSTED GROUND WATER: N/A SEPTIC TANK PROVIDED: 1500 GAL . MIN. MAINTENANCE OF THE SEPTIC SYSTEM SHALL ISOC GAL IU '. x 38 / x /0 d OBSERVED GROUND WATER: N/A SEPTIC' TANK 1 6' CRUSHt=D STcoVE. OR CONFORM TO MASS. D.E. P. TITLE 5 AND LOCAL COMPACTED RASE BOTTOM OF TEST HOLE +l : 92. l SOIL ABSORPTION SYSTEM REOUIREO: BOARD OF HEALTH REGULATIONS. L ` DESIGN PERC RATE f 5 AI/N/I NCH RfT Ol` I L L- : NOT '� SCALE SOIL TEXTURAL CLASS - 1 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER EFFLUENT LOADING RATE - 0. 74 GPD/SF AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER BM. CATCH OAS I N 1 /0 GPD / 0. 74 GPD/SF - 149 5.F. REQUIRED THAN 3' IN DEPTH SHALL BE CAPABLE OF W/TH- _��-, Rrw-Io2 07 �--� STANDING H-20 WHEEL LOADS. _�-- PROVIDED: 4 HIGH CAPACITY INFILTRATOR elf CHAMBERS W/3.5 '= STONE AROUND. A-460 S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR 460 S.F. x 0. 74 - 340 GPD APPROVED EOUAL. I 7 [- T u -r n 7 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED `5 O I L l I- S l ! I T DA l A � PRECAST CONCRETE AND� WATERTIGHT. - D BOX SHALL 014 INDICATES/CA TES V I NO I CA TES BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE ,vz. Is PERCOLATION OBSERVED IS MORE THAN ONE OUTLET. o S' JB, ,� TES T - GROUNDWA TER '4 •f rllGh caPaclTr P+10938 Sv t 7. BEFORE CONSTRUCTION CALL 'DIG-SAFE'. �.. _ 9 0 - rP NF r L TRA7'OR CHANBER.S �_� - ` �-��`, +' T P +2 M/3 5': s TINE 4POUNJ I-888-DIG-SAFE AND THE LOCAL WATER DEP T. B� '�•�.� HOP I ZON TEXTURE COL OR 10? I p HORIZON TEXTURE COLOR FOR LOCATION OF UNDERGROUND UTILITIES. -HORIZON 102.4 3. A LOAMY 10 YR - Q LOAMY /O YR SAND 3/3 SAND 3/3 g. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE J ~` o-I 101 , 5 7' -� 101 .8 DES/GN ENG/NEER TWO DA YS PR/OR TO CONS TP UC T I ON fqv / /S90 GALLOY �� 7 - I LOAMY /0 YR LOAMY 10 YP OF THE SYSTEM TO ALLOW FOR SCHEDUL /NG OF THE ^-- s�orlc TANK ' - CONSTRUCTION INSPECTIONS, I TP+, SAND 4/6 SAND 4/6 P+2 � 2d' - - 99. 8 TO'-- 99.9 a ' _ COARSE SAND /0YR I MEDIUM /OYP 9• NO DETERMINATION HAS BEEN MADE AS TO AND COBBLES 518 SAND 5/8 COMPL/ANCE WITH DEED RESTRICTIONS OR ZONING o I REGUL A T I ONS. 1 T SHALL REMA/N THE CLIENTS PN�IpO rE0 Om, `/ _ ,S RESPONSIBILITY TO OBTAIN ALL PERA/I TS. SPECIAL �EDgO �'' PERMITS. VARIANCES ETC. FOR THIS PROJECT O _ — — 10. IT SHALL REMAIN THE CL!ENT'S RESPONS I B I L I TY ""`��• TO HAVE THE PROPOSED BUILDING FOUNDA r I ON DESIGNED SOIL CONDI TI E EXISTING GRADE ONS A T THEL OCA T I ONOF AND THE J NO WATER NO WA1Ek LD. PROPOSED BUILDING. + - 92. 1 120 --- 92. 4 B NG. \ b � 02 I �I l DATE. MARCH 3/ . 2005 I l. THIS LOT IS LOCATED IN A ZONE I I AND IS L IMI TEL r TES T BY: S TEPHEN HAA S TO A ONE BEDROOM DWELLING. fX ' WITNESSED BY. DONALD DESMARAI S `Q) PERC RATE: C ? MIN/INCH n / 13 / + h id2.S LOT l9t 4 S / T E P A /V U It �ARPasEO �; �� 89 BL UC BERR Y H / L L RO . MAP 249 PARCEL 75 — 2 8 L. E . ! PRE—PARE-0 F-OR j ROUTE 02 ^B CONCRETE SOUND L) E,4 /\v/ S T A Ai L_ E Y J --W WA ER L I NE �_. LOCU$ ! I ,� T SCA L E HYOR4NT ,4: / — 2O PR / L 12 . 200 S I ( WIRES�%�,�o r `•-' ! �-� --ONW— 0✓ER HEAD EAGLE SURVEY I NG I NC C /GNT POST 923 Routes 6 A UNDERGROUND ELECTRIC LINE Y a r mo u t hi port MA 02675 PINel $TROTL —T— UNDERGROUND TELEPHONE LINE I � ( 508 ) 362-8 1 32 - ( 508 ) 432-5333 � 40. 4 S?OT ELEVATION 40 EX/STING CONTOUR OCcJS ��A P' 0 C ?C 40 _— P,rO, O.SED CONTOUR _ - In� a No . n z-'j q 1 r=I I-' I; N'/F_FK C,4t_t-: SAN/CFW CHECK : CFW I ORN: SAH