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0049 GUILDFORD ROAD
e o �` I � -:. Town of Barnstable �rHe,�r Regulatory Services �y' tio Richard V. Scali,Director BAMSTABM ; Building Division BARNSTABI,E : . . � MYSlpbS MILLS•OSIFIMLLE•NFST&iXTMIF 16 9. ,�� Thomas Perry, CBO 1639-2014 QED"A0� Building Commissioner - 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 December 31, 2015 d s Solar City Corporation Jason Patry 112 Great Western Rd. South Dennis,MA. 02660 RE: 49 Guildford Rd., Centerville, Map 172 Parcel 081 Dear Mr. Patry, This letter is in response to application number 201508034 submitted to install solar panels at the above referenced address. Unfortunately the application can not be approved at this time because of the following: 1) The application does not include a property owner's letter of permission signed by the property owner. 2) The property is the subject of open permits that need final inspections before any additional permits are issued. Please do not hesitate to contact this office if you have any questions. Respectfully, WeL. Lauzon Local Inspector p jeffrey.lauzon@town.bamstable.ma.us (508) 862-4034 l PERMIT PAYMENT:RECEIPT TOWN OF BARNSTABLE BUILDING DEPARTMENT 200 MAIN STREET HYANNIS, MA 02601 DATE: 11/20/15 TIME: 15:'37 . -----------------TOTALS----------------- PERMIT $ PAID 50.00 AMT TENDERED: 50.00 AMT APPLIED: 50.00 CHANGE: .00 APPLICATION NUMBER: SOLARCITY CORPORATIO PAYMENT METH: CHECK PAYMENT REF: 786343 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map o Parcel �� 'Application # /5�jyos(f Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH �U _ Preservation / Hyannis Project Street Address �9 GtA �d �� ���d Village Owner Iim(2FKq �c�<h�.�i'7�tod�, as WAddress //9 ry-uAle( r Telephone �D � 9� iru - P it Request Tn5w CW exshp MT , lCti�� _. Gi lac �• S 1 � �•�; J� 9 Square feet: 1 st floor: existing _ proposed oor: existing pr , se Total newer, Zoning District Flood Plain —Ground v r verlay Project Valuation t'c) C)C)4 C st uctlon ype r- Lot Size Grandfathered: Y No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ ily (# units) Age of Existing Structure Historic House: ❑Yes V No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing - new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existingy—k—New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new siePool: ❑ existing ❑ new size Barn: ❑ existing ❑ new size Attached garage: ❑ existing ❑ new sizShed: ❑ existing ❑ new sizeOther: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ;�No If,yes, site plan review# is u Current Used5��t/1Tr�l Proposed Use n ,11 - APPLICANT INFORMATION (BUILDER HOMEOWNER) Name �/2a7�vt/_�f,/S10'7Telephone Number J�� (��(b��(► Address c� �S Tl G` License # C'S YL /S 11 QQ f)76�(Q� beAo Home Improvement Contractor# / 2; Email l wtGc c 6'bfy, Worker's Compensation # 6X_)Q) ) bb 1 ALL CO RjUCTION DEBRIS RESULTIN M THIS PROJECT WILL BE TA EN TO SIGNATURE DATE i ( �( A FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ti FRAME 'K INSULATION FIREPLACE x ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. F. Y ft , DocuSign Envelope ID:9D665135-DEOA-4A52-B895-2D5FA7516344 SolarCit PPA 0 0 V ( AMENDMENT Customer Name and Address Installation Location Date Matthew Meagher. 49 Guildford Rd 11/16/2015 'Centervil,MA 02632 49 Guildford Rd Centerville,MA 02632 Congratulations! Your system design is complete and you are on your way to clean, more affordable energy. Based on the information!iri'your System design,there are some amendments we need to make to your Power Purchase Agreement(the"PPA'').The amendments are at, follows: • We estimate that your System's first year annual.production will be 7,926 kWh and we estimate that.your average first year month ly•payments will be$82.56.Over the.next 20'years we estimate that your System will.produce 151,213:kWh.We also confirm that your electricity rate will be$0.1250 per kWh,(i.e.electricity rate$0.1250 and tax rate$0.0000). Your electricity rate,exclusive of taxes,will never increase more than 2.90%per year. By signing below,you are agreeing to amend your PPA and you are agreeing to all of the new terms above. If you have any questions or concerns please contact your Sales Representative. Customer's Name:Matthew Meagher Power Purchase Agreement Amendment DocuSigned by Signature:. ��"-„"""" 'F5F2EBCDME1D43A... - - S o I a r C I ty Date: 11/1 ti j?na S • approved Customer's Name: r Signature: Signature: Lyndon Rive, CEO Date: Date: 10/22/2015 t - 3055 Clearview Way,San Mateo,CA,'94402 1888.765.2489 solarcity.com Power Purchase Agreement Amendment,version 2.0.1;June 25,2015 _ Contractor License MA HIC 168572/EL-1136MR Document generated on 10/22/2015 1221796 r S©hrCit R OWNER AUTHORIZATION Job#: Properly Address: G v ;- d 4 R I MA4�),Iet lL) M-Q-Ckja �2�- as Owner of the subject property hereby authorize SOLARCITY CORPORATION to act on my behalf, in all matters relative to work authorized by this building permit application. Signature f Owner: ]bate:. 7 C/11 n1—Y ^^^31 c �O� ' N� P�6�1SC , THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M fi � DATA I ,---TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION _Parcel O O / Permit# Health Division Date Issued Conservation Division 4 Y ��a ®- Application Fee �. Tax Collector Permit Fee Treasurer Planning Dept. EXISTING SEPTIC SYSTEM Date Definitive.Plan Approved by Planning Board UMITEDTOjjOF BEDROOMS �L�� Historic-OKH Preservation/Hyannis �1 c0 F ^��' IV,) kdnJMs Project Street Address "�'l l9 at Village Ce yo ye c o k u•P Owner 't V--A°PQC 1. { Address M Q Telephone S®C `{2 d 1 X7 3 Permit Request 'k3n Square feet: 1 st floor:existing �Z7� proposed,62 76 2nd floor: existing proposed Total new Zoning District Re! dex e-a Flood Plain Groundwater Overlay 'roject Valuatio 0 CAD Construction Type. @ Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Iwo Family ❑ Multi-Family(#units) ti Historic House: ❑Yes NQNo On Old King's Highway: 0 Yes I(No 4 .. LJ Walkout ❑Other Basement Unfinished Area(sq.ft) new Half:existing new new existing Z new First Floor Room Count ❑Electric 0 Other es: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ew size Pool:❑existing ❑new size Barn:O existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded❑ Commercial ❑Yes %No If yes,site plan review# Current Use Proposed Use Cry "C' -e BUILDER INFORMATION Name y-4.0��..t -!1`-'l.e1gC �� � Telephone Number so$" L(2 0- 2 7 Address E{9 �L�r lCX'" ,«9 k c) License# e tt�Y A C `'I ✓" t Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE r DATE l �/ r `pF 1ME►p The Town -of Barnstable - BARNSrABM ' Department m p of Health Safety and Environmental Services t679• �0 Building Division - 367 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 PLAN REVIEW Owner. Map/Parcel: Project.Address: 49 CO t (-CO I Builder: Liu n-p—Y-- The following items were noted on reviewing: ��r' � � �1 ir•1.. _ 4 IL I Q_Y\ Y� Q w I�1 �-�, h� � �� � S 1 l -0- gm ' d(2V &N �. H6W ay e 0) e. 1 � S r a VI (Z- ern to h Ce _�O_� 1 rr S �LQ4 C1040046 C.ej1 0 3, 2 4 , E , 2.3 o P"� Reviewed by: '- Date: 2 , 2 `1• - O S C� q:building:forms:review TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 1 a Parcel ' ® L Application # Health Division Date Issued k Conservation Division Application F Planning Dept. Permit Fee ,Date Definitive Plan Approved by Planning Board Historic: OKH Preservation/Hyannis Project Street'Adddress 4q u(I cl �'a fcl l� Village ejew Owner7_tit-AO� y4fo ��r Address c-t GVt W PCrcA R Telephone_:5-0 I Permit Request �v�-`�u P a`1 � �eGroo t_A 0 r fy tno to C��` C(J �r�,..�1-00 k3,e��C �tu-e 00J. QIC60ci a iry . .,AekcA Q h t(:)6M 4-1- ect Z 4n J—o 0 t c,t Square feet: 1 st floor: existing Ikogeproposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay 3�o Project ValuationIR006 Construction Type WOCC4 F-ra",e Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure S-a irS Historic House: ❑Yes TNo On Old King's Highway: ❑Yes No Basement Type: *Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (s�ft) Number of Baths: Full: existing new Half: existing new A Number of Bedrooms: existing Anew tzkvk V1 ou k a by&coo r-A _:` w a Wit Q �`o a I ®F 9,0,p korn � Total Room Count (not including baths): existing � new_c�_First Floor Count co Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑ Other L, m Central Air: 0 Yes ❑ No Fireplaces: Existing LNew Existing woo coal stove: ❑Yes KNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed:Wexisting ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes V No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name `,-AeQ -e,- Telephone Number _S��" to Address Lc( (10 t O ,(I'l �_S) License# t �-� Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO t0st do W Q,-a4,P i SIGNATURE V` " DATE t 6 d FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED i 1 . MAP/PARCEL NO. t I ADDRESS VILLAGE _. OWNER , DATE OF INSPECTION: FOUNDATION FRAME l zl3l0T INSULATION = FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL-- GAS: ROUGH FINAL t • i FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. y ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61,00) Applicant Name: L eQ � Site Address: Town: Applicant Phone: O.;, Applicant Signature: ��—/�L Date of Application: to NEW CONSTRUCTION: choose ONE of the following two options) 780 CMR.TABLE 6107,1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab _Option 1: Basement Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Valu RVal e Wall R-Value AFUE FISPF SIsIR R-Value - ue and Depth National Applimice Energy R-10, Conservation Act(NAECA)of .35 R-38 R-19 R-19 R-10 4 ff. 1987 as amended,minimums or renter ns n licable Note: This form is not required -yon oose either of the two versions of RBScheck as.listed below. . 0 Option 2: REScheck-VersioL4.1.2 or ter variant software analysis must be completed (780 CMR 6107, i RC-Scheek:Web which can be accessed athttp://www.ener�r cy odes.gov/reschecld 1 'AD,DITIONS'OR ALTERATIONS TO`:EXISTING BUILDINGS:OVER 5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing; (a) Gross Wall & Ceiling Area equals Formula; (100 x b - a) SF 100 x = �{C�(� % of glazing . (b) Glazing area equals SF b cr If lazing is <40% tise.the chart below. If glazin ;is> 40% proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS T MINIMUM Ceiling andSlab Perimeter Exposed floors Wall Floor Basement Wall' R-Value R-Value R-Value R-value R-Value and De th R737 a R-13 R-19 R-10 R-10, 4 feet R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i,e.-not compressed over exterior walls, and including any access openings). SU 'ROOM_An addition or alteration to an existing building/dwelling unit where the total EJ glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition, Note:. Owner to fill out Consumer•In orniation Form (found in Appendix 120.P) _-- 'own of Barnstable of'(HE rp�o Regulatory Services:' anawsrnx�e, Thomas F. Ceiler,Director .p MASS. q, 167q. Building Division AT�o M Tom Perry,Building Commissioner 200 Main Street, Hyannis, IviA 02601 uim,�y,tov,n,barns,table.ma.us Office: 508-862-4038 Fax: 5.08-790-6230 --- — HonfEowNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: L4 ieryI �Ul�� hf1T�� ��) l��(� (` number sb'eet village "HOMEOWNER": 11 h-V a eq �.�✓ "f3�- Flo - name home phone# r/ work phone,# CUTtR6NT MAILING ADDRESS: city/town -- state zip code The current exemption for"homeowners" was extended to include olvner-occupied dwellin}�s of six units or less and to allow homeowners to engage an individual for hire who does not possess a license rp ovided fliat the owner acts as supervisor. DEFINI-TION OF HOMEOWNER" Persons)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 uaore than one home in a tivo-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. Th'e undersigned "homeowner"certifies that be/she understands the Town of BarnsUible Building Department rnix iinum inspection procedures and requi-rements and that he/she will comply with said procedures and requir me�riits/, Signature of Homcowncr Approval of Building Official Note: Tbrec-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State.Building Code Scetion127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeo)U<)er performing work for which a building permit is required shall be cxcmpt from the provisions of this section(Section 1o9.1,I -Ucensing of construction Supervisors);provided that if the homcowncr engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homcowners,who use this exemption am unaware that they arc assuming the responsibilities of a superyisor(sec Appendix Q,- Rules&Regulations for Licensing Construction supervisors,Scction 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 Hrith a)iccnsed . Supervisor. The homcowna acting m Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her m er responsibilitics, many comunities require,as part of the permit application, that the homeowner certify that hdshe understands the responnbililics of a Supervisor. On the last page of this issue is a.form currently used by scveral for+,ns. You may care t amend and adopt such a fornr/crrtification for use in your community. °p-fHEr, Town of Barnstable °^ Regulatory Services a y r + HARNStABLE� Thomas P. Geiler, Director p hUsa $ $prEaMA ~q7 Building Division Tom Pei-ry, Building Commissioner 200 Main Street, Ylyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Pax: 508-790-6230 p operty Owfler must O I-11plete and Sign. This Se,etion If Using A Builder 'yA .r" a .Ownez of the subject property hereby authorize_--r-l�,_ to act on my behalf., in aH,inatters relative to work o,H7cd. y this bu_Hdj.ng permit application for: (Address of job Signature of Owner to Print Name If Property Owner is applying for permit please complete the Homeov"ngrs License Exemption Form on th'e reverse side. 10m!27/2008 6:19 PM FROM: 503-420-3995Cape5ury TQ: 50E-771-2052 PAGE: OC!Z )F 002 r-Jr. Asse-sso,-,: Forge;: ')81 Urea p I 7C 'P4 Se,bc 7— k ^ .7 Fror,,.-2,3)'M 1'r7 Pit rn in Re r7r: IL m in Lat 37 Proposed Lot '79 4� WxX'Addition ww� Lot 90 6,42 7i�ST r Lct 177 j. PLOT PLAN Showing ProposKi Addirtion ill A1- MI E BARNSTL7 (CENTERVILLE) NO TE S.I.- DA TE:2 7,10 C'# SCALE, 1,'=40- 1.) The -:iru,--,i,-es shovvn /,e e -,,cjte,- on i.! IiEl Q,-ounJ 0 20 36 4,0 el 50 F"L.-z- y PP.E 1A RE 0 MR: L. ne i)rope:-t�. Me shown hcr—.—, WI S T ) .z_ i.`mothy W. Meag'ier cornpiled rc;-n ovailc-ble record. in-'crrrot on. d9 Guildford Road Centerville M. X:632' --,lon :,s nc)t for arl,,J s n too e u s e(j f,,D- d---e d s r:r i n u t- cl s e s. GR----F,ARED BY; I. u a,p eS u ,V 7 R-a,i F L-416 C72,99' FIELD R!,?L. JV L L 13) 4" J 50L. 4�:O- �994 420-3995fa- The Commonwealth of Massachusetts Department of Industrial Accidents w W Office of Investigations d 600 Washington Street �< Boston,MA 02111' ',�, ,�•�'` www.mass.gov/dia Workers"Compensation Insurance.A f davit: Builders/Contractors/Electricians/Plumbers Applicant Information // Please Print Le gib Name (Business/Organization/Individual): 6 V-4 l°t:a QLe,,- -Address: q,1 C�� �o�� � C2� ��r vL City/State/Zip: Phone.#: ISID a?" Areyou an employer? Check the appropriate box: :Type of project(required):. 1.❑ I am a Y emP to er with 4. [] I am a general contractor and.I 6. New construction . employees(full and/or part-time):* have hired the sub-contractors 2.(] I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, Demolition employees and have workers'. working for me m any capacity. 9. []Building addition [No workers' comp.insurance comp. insurance,$• required.] 5. [] We are a corporation and its 10.❑•Electrical repairs or additions 3. am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions ' yself,[No workers'comp. right of exemption per MGL 12,[]Roof repairs insurance.required.]t c. 152, §1(4), and we have no 13.❑ Other . employees. [No workers' comp•insurance required] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees, If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site' information. Insurance Company Name: Policy#or Self-ins.Lic,#: Expiration Date: lob 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification Ido hereby certi under the pains•and penalties of perjury that the information provided above is true and correct Si mature: Date: — phone# Official use only. Do not write in this area, to be completed by.city or town offcial 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#: is SE- Single 9-1/2" AJSTA ,20 MSR Joist\J01 BC CAL-®2.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, November 10, 2008 08:42 WId 276 = 16"OCS]Zpetitive Glued&nailed construction File Name: T Meagher_Meagher.BCC ,•_ Job Name: Meagher Addition Description: TYPICAL FLOOR JOIST, Address: 49 Guildford Road Specifier: . Joe Madera . City, State,Zip: Centerville, MA Designer: Customer: Tim Meagher Company:' 'Shepley Wood Products Code reports: ESR-1144 Misc: " ..�'m.•�' � ,.,, ,ids; � „� y, d/�` 1�i'"`1 �4P �\�'1 �. /�: � i�� BO,2-1/2" M B1,2-1/2" LL 400 Ibs „ LL 400 Ibs DL 100 Ibs DL 100 Ibs Total Horizontal Product.Length.=15-00-00 Load Summary Live Dead Snow Wind -Roof Live' Tag Description Load Type. Ref. Start- End 100% 90% 115% 133%a. 125% OCS 1 Standard Load Unf-Ama(psf) Left 00-00-00' 15-00-00 ` ,., 40; . 10 16" Controls Summary Value %Allowable Duration Case Span, Disclosure, - Pos. Moment 1,803 ft-Ibs 53.1% 100% 1 1 -"Internal' Completeness and accuracy of input must End Reaction 486 Ibs 38.4% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. U601 (0.293") 39.9%; 41 1 output as evidence of suitability for Live Load Defl. L/752 (0.235") 63.8% 1 1 particular application,Output here based Max Defl. 0.293" 29.3% 1 1 on building code-accepted design Span/Depth 18.6 n/a 1 properties and analysis methods. P p Installation of BOISE engineered wood products must be in accordance with '. %Allow„ %Allow, current Installation Guide and applicable Bearing Supports Dim.(L x W) Value '7Support ` , Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/2"x 2-1/2 500 Ibs �n/a t.. n/a Unspecified or ask questions,please call 61 Wall/Plate 2-1/2"x 2-1/2" 500 Ibs n/a' n/a Unspecified (800)232-0788 before installation. BCCALCO, BC FRAMERO,AJST", Notes ALLJOISTO, BC RIM BOARD TM, BCIS, BOISE GLULAMTm SIMPLE FRAMING Design meets Code minimum (L/240)Total load deflection criteria. SYSTEMS,VERSA-LAMS,VERSA-RIM. Design meets User specified(U480) Live load deflection criteria. "` PLUSW,VERSA-RIMS, Design meets arbitrary (1") Maximum load deflectionicriteria. VERSA-STRANDS,VERSA=STUD®are Composite El value based on 23/32"thick sheathing glued'and nailedto joist. trademarks of Boise Wood Products, L.L.C. i Page 1 of 1 13diSE" Double 1-3/4" x 14'' VERSA-LAM® 2.0 3100 SP Roof Beam1RB01 BC CAL;,@ 2.0 Design Report- US 1 span No cantilevers 0/12 slope Monday; November 10, 2008 08:42 'Build 276 File Name: 'T Meagher_Meagher BCC R Job Name: Meagher Addition Description: RIDGE Address: 49 Guildford Road - Specifier: Joe Madera -- City, State,Zip: Centerville, MA Designer: Customer: Tim Meagher - Company: _Shepley Wood Products Code reports: ESR-1040 Misc' /lo I . 12 ,. ''' 20-00-00 BO,3-1/2" fi B1,3-1/2" DL 1,263 Ibs DL 1,263lbs SL 2,250 Ibs r SL 2,250 Ibs Total Horizontal Product Length 20'00=00 Load Summary 'Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100%_ 90% ..115% 133% 125% Trib. 1 Standard Load Unf.,Area,(0sf) Left` 00-00-00 ":20-00-00-,; 15 30 07-06-00 Controls Summary Value %Allowable 'Duration Case Span' Disclosure.. Pos. Moment 16,769 ft=Ibs 50.26/o,•°' 115% `."3` ''. 1 -Internal Completeness and accuracy of input must End Shear 3,001 Ibs 28.0% 115% 3'. 1 -Left be verified by anyone who would rely on Total Load Defl. U326 (0.72") 55.3% _ 3 1 output as evidence of.suitability for . Live Load Defl. U508 (0.461") 47.2% 3 `1. " particular application.Output here based Max Defl. 0.72" 72.0% 3 *- 1 on building code-accepted design Span/Depth 16:7 n/a '' 1. properties and analysis methods. P p Installation of BOISE engineered wood ' products must be in accordance with %Allow %Allow° °: current Installation Guide and applicable Bearing Supports. Dim.(L x W) Value "Support Member Material' building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2,' 3,513 Ibs n/a 33.2% " Unspecified or ask questions,please call re. p (800)232-0788 before installation. 61 Post 3-1/Z'x 3-1/2" 3,513 Ibs n/a - ' ` '33.2% ,- Unspecified BC CALCO, BC FRAMERO,AJST"^, Cautions - w' - ALLJOIST®', BC RIM BOARDT"^ BCIO, u %: Y. pp2 ! T.e BOISE GLULAM"TM SIMPLE FRAMING For roof members with slope(1/4)/12 or less final design must ensure that ponding instability SYSTEMO,VERSA-LAMO,VERSA-RIM will not occur. * PLUS@,VERSA-RIM@, y For roof members with slope(1/2)/12 or less final design must account for Rain-on=Snow VERSA-STRAND@,VERSA-STUDO are surcharge-load. a trademarks'of Boise Wood Products, ` L.L.C.r Notes Design meets Code minimum (L/180)Total load deflection'criteria.. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria: :e. Connection Diagram 3: ' �b -d a \ r• C \ a minimum=2" c= 10" b minimum= 3" d= 12" y Member has no side loads. Connectors are: 16d Common Nails _ b Page 1 of 1 f, BOISE, Single 9-1/2" Ai - 20 MSR Joist1J01 BC CALL®2.0 Design Report- US . 1 span I No cantilevers 1 0/12 slope Monday, November 10, 2008 08:42 build 276 16"OCS I Repetitive] Glued&nailed construction File Name:. T Meagher_Meagher.BCC Job Name: Meagher Addition Description: TYPICAL FLOOR JOIST Address: 49 Guildford.Road Specifier: Joe Madera City, State,Zip: Centerville, MA Designer: Customer: Tim Meagher Company: Shepley Wood Products Code reports: ESR-1144 Misc: f * r t 3 .- ROO u % t ifes 15-00-00 BO,2-1/2 'B1,2-1/2" ILL 400 Ibs LL 400 Ibs DL 100 Ibs DL 100 Ibs Total Horizontal Product Length 15-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End. 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 15-00-00 40 10 16" Controls Summary Value %Allowable Duration Case Span. DISCIOSure Pos. Moment 1,803 ft-Ibs 53.1%. 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 486 Ibs 38.4% 100% 1 1 -_Right `be verified by anyone who would rely on Total Load Defl. U601 (0.293") 39.9% 1 -1 output as evidence of suitability for Live Load Defl. L/752 (0.235") 63.8% 1 1 particular application.Output here based Max Defl. 0.293" 29.3% 1 1 on building code-accepted design Span/Depth 18.6 n./a ' 1 properties and analysis.methods. p p installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Wall/Plate 2-1/2"x 2-1/2" 500 Ibs n/a, n/a Unspecified ( ask questions,please call B1 Wall/Plate 2-1/2"x 2-1/2" 500 Ibs n/a' n/a Unspecified 00)232-0788 before installation. BC CALCO, BC FRAMER®,AJSTm, Notes ALLJOIST®, BC RIM BOARDTM, BCIO, Design meets Code minimum(L/240)Total load deflection criteria: BOISE GLULAMT"'SYSTEM@,VERSA SIMPLE FRAMING -LAM®,VERSA-RIM Design meets User specified (U480) Live load deflection criteria. PLUS@,VERSA-RIM®, Design meets arbitrary (1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise wood Products, L:L.G. Page 1 of 1 601SE- Double 1=3/4" x 14" VERSA-LAM® 2.0 3100`SP Roof Beam\RB01 BC CALCO 2.0 Design Report- US 1 span I No cantilevers 1 0/12 slope • Monday,'November 10, 2008 08:42 Build 276 File Name: T Meagher_Meagher.BCC Job Name: Meagher Addition Description: RIDGE Address: 49 Guildford Road Specifier: Joe Madera City, State,Zip: Centerville, MA Designer: Customer: Tim Meagher Company: Shepley Wood Products Code reports: ESR-1040 Misc: �° 12- 20-00-00 BO,3-1/2" B1,3-1/2„ DL 1,263lbs DL 1,263lbs SL 2,250 Ibs SL 2,250 Ibs Total Horizontal Product Length=20-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 96% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 20-00-00 15 30 07-06-00 Controls Summary ' value %Allowable Duration Case Span Disclosure Pos. Moment 16,769 ft-Ibs. 50.2% 115% 3 1 Internal 'Completeness and accuracy of input must End Shear 3,001 Ibs 28.0% 115% 3 1 -Left be.verified by anyone who would rely on Total Load Defl. U326(0.72") 55.3% 3 1 output as evidence of suitability for Live Load Defl. U508(0.461") 47.2% 3 1 particular application.Output here based 0.72" 72.0% 3 1' on building code-accepted design Max Defl. Span/Depth 0.72 1 properties and analysis methods. p P n Installation of BOISE engineered wood products must be in accordance with %Allow %°Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Memtier� Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 3,513 Ibs n/a 33.2% Unspecified:, or ask questions,please call. 61 Post 3-1/2"x 3-1/2" 3,513 ibs n/a 33.29X. Unspecified = (800)232-0788 before installation. BC CALCO, BC FRAMERS,AJSTM, Cautions ALLJOISTO,'BC RIM BOARD TM BCIO, BOISE GLULAMTDd SIMPLE FRAMING For roof members with slope(1/4)/12 or less final design must ensure that ponding instability. SYSTEMO,VERSA-LAMS;VERSA-RIM will not occur. PLUS@ VERSA-RIM@, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow VERSA-STRANDO,VERSA-STUD@ are surcharge load. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram d— L , a _ a minimum=2" C= 10" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 A FVC Guide to IVood Construction in High l-Virzd Areas: 110 mph i•Virid Zone Massachusetts C�12C iSf oil- Compliance (780 CNIR 5301.-2.1.1)' Check .i Compliance 1.1 SCOPES / a V Wind Speed_(3-sec. gust)............................................`..............:....._. ......_......................................... 110 mph WindExposure Category................................................................... ..................................................:..........B Wind Exposure Category................Engineering Required For Entire Project .......................................0 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) _stories <_2 stories ............(Fig 2 ............................................ s.12:12 Roof Pitch ................................................................ ( 9 ) ........._. . MeanRoof Height ..............................................................(Fig 2).................................................:.jam ft S33' BuildingWidth, W ......................:........................................(Fig 3)......:..................:........ s 80' F/ BuildingLength, L .............................................I................(Fig.3).................................................. ft _80'. a/ Building Asp : .. Fi ( 9 4)................:............:....:.............. Aspect Ratio (LPN) ....... . ................................... :5 31 Nomir�al Height of Tallest OpeningZ ............................. ....(Fig 4)................................................ 68" V 1.3 FRAMING CONNECTIONS General compliance with framing connections.:..................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780-CMR 5404.1 Concrete........................................................................................................g�i ......... V . ConcreteMasonry ...........................:........................................ ............................................_.............._... 22 ANCHORAGE TO FOUNDATION". 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4).................................. in.. ✓ Bolt Spacing from end/joint of plate .............................(Fig 5).................................... Bolt Embedment—concrete.........................................(Fig 5)................................................. -(in>?7" Bolt Embedment-mason .......... .(Fig 5 ...........i...................... 15" ✓ PlateWasher................................................................(Fig 5)..............................................>_3"x 3"x'/," 3.1 FLOORS Floor framing member spans checked ..........................:.:..(per 780 CMR Chapter 55)�............................... ✓ Maximum Floor Opening Dimension....., .....:........(Fig 6 /� �.......•...•• � ft<_ 12' P 9 . ( 9 )............................. .... ... — Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)..................:.............,l�l� Maximum Floor Joist Setbacks J Supporting Loadbearing Walls or Shearwall.....::.........(Fig 7)............................... ►�..� d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)..............................................">'t- ft 5 d Floor Bracing9 E�Pwalls......... ... . ....... .. ... . .:. . . : (Per 780 CMR Chapter 55)..:.............. . . �— (Fig )..........:. .... . . .... . . .. .....I..... Floor She'athin Type ....................................... ... ....... . ... ..� :. ✓ Floor Sheathing Thickness ...........................................:.....(per 780 CMR Chapter 55).................. in. ✓ Floor Sheathing Fastening..................................................(Table 2)..�d nails at_in edge/x in field 4.1 WALLS _ Wall Height ft 10' Loadbearing walls......................................................:..(Fig 10 and Table 5 Non-Loadbearing walls .....................::.........................(Fig 10 and Table 5)...................... ..... ft _<20' Wall Stud Spacing ..........................:...........................:.(Fig 10 and Table 5)..........I........( in. <_24"o.c. Wall Story Offsets ..........................................................(Figs 7& 8)............................,.......�"q:—ft <d 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls...........:............................................(Table ,5).................... - in. Non-Loadbearing walls ................................................('Table 5)..............................2x ft in. Gable End Wall Bracing Full Height-Endwall Studs............................................(Fig 10)...................:..............:......../� :....'.. N � WSP-Attic Floor Length............:....:...........................:..(Fig 11).... ...................................::.. �. ft_W/3 ✓ 'Gypsum Ceiling Length (if WSP not used)..................:(Fig 11).l�t.'. X:. .`.:. '!Q..................a2�9fit>_0.9W ._ and 2.x 4 Continuous Lateral Brace @ 6 fl. o.c, .. (Fig 11)............................:................................ �-- or 1 x 3 ceiling,furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft..spacing in end joist.or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6 ft Splice Connection (no. of.16d common nails)..............(Table 6).........................................,................. AWC Guide to Wood Consti-tictioii in High Wind Amens: 110 niph l-Vind Zone Massachusetts CleclJist for Compliance (780 CN-►R 5301.2.1.1)' Loadbearing Wall Connections Lateral (no. of 16d common nails):...............................(Tables 7).........................................-........... Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)....................................................... Load Bearing Wall Openings (record.largest opening but check all openings for compliance to Table 9) Header Spans ........... .............(Table 9).,................................ ft L in.5 11' Sill Plate Spans '• . (Table 9)................................... ft 4? in.5 11' Full Height Studs (no. of studs)....................................(Table 9)............................,.................... ...... -. Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................. ft in.5 12' V Sill Plate Spans............................................................(Table 9).................................. ft=in.5 12" Full Height Studs (no- of studs)....................................(Table 9)....................................................... 2- !� Exterior Wall Sheathing'to Resist Uplift and Shear Simultaneously'4 Minimum Building Dimension, W w ; Nominal Height of Tallest Opening2 ............. ............................................ ...........�►�'S 6'8" ✓ Sheathing Type............................. ................(note 4)....:..........................�,��. ®....:....C _ Edge Nail Spacing.................................... (Table 10 or note 4 if less)......................._in. ✓ Field Nail Spacing............................:.............(Table 10)..........................................I.......t_?in _ Shear Connection (no. of 16d common nails)(Table 10)....................................................... ✓� . _ Percent Full-Height Sheathing...................:...(Table 10)................................................... 5%Additional Sheathing for Wall with Opening> 6'8"(Design Concepts)..................�lA �- Maximum Building Dimension, L t Nominal Height of Tallest Opening2....................................................I...................4-4<6'8" SheathingType..............................................(note 4).....................................................7 G.O Edge Nail Spacing Table 11 or note 4 if less ..........I............. n, Field Nail Spacing ......................... Table 11 in r Shear Connection (no. of 16d common nails)(Table 11)....................................................... Percent Full-Height Sheathing...................:...( ).......:...... .Table 11 /° 5%Additional Sheathing for Wall with Opening > 6'8"(Design Concepts).................... N� Wall Cladding , 1 Rated for Wind Speed?..............................!v" 1.1 E..C�l7. i ,. > fC V/ ............. ✓ ;A ROOFS. Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19) ...........*.-'711 ft<_smaller of 2' or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors ✓ Uplift................................................(Table 12)......:.....................................U=263 plf Lateral...........................•..................(Table 12).............................................L=L7(aplf Shear...............................................(Table 12).......:.....................................S=_7 7 plf ✓ Ridge'Sfrap Connections, if collar ties nott, sed per page 21... (Table 13)........:...................... T=13 plf Gable Rake Outlooker........................ ..4............(Figure 20) ..............0 ft 5 smaller of 2' or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)......................................... ...U=A'('7 lb. Lateral.(no. of 16d common nails)...(Table 14).......................................L= lb. Roof Sheathing Type.......:........:.......................:....... (per 780 CMR Chapters 58 and, 9)_.... Roof Sheathing Thickness......................................`..... ..........................................:..�in. >_7/16" WSt �- Roof SheathingFastening ..................Table 2 ..................... ...................... ....... 61, g.......................... ( ) )tes: 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 I d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 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. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. I fl rrt- Viiitie lu rruuu k,u,r.u-izu,uun ,.t, i 16- it u-u i.r�. ,.,. 1 �� •.•�,• ., •..._ ..-- Massachusetts Che&lzst l'01- Compliance (790 CNIR 5301.2..1:1�' 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: L 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 M 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection: a) new house or horizontal addition—required if project is 1 mile or closer to shoe (generally, south of Rte.28 or north of Rte. 6) b)vertical addition—not required unless there is extensive renovation to the first floor c) replacement wiridows—needs energy conservation compliance only(chap 93) 6. Wood Frame Construction Manual (WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. '-MEN THIS EDGE RESTS OM FFt RING USEEd NAILS AT6'o�: • u z= 11 Il i ii ' ¢ 11 (U 11 11 1 I 1 I i- Q i i i i 1 : - I ' ERAM19M5 MEMBERS ,a i 1 EDGE KTFERl.iENATE w _ Ir 11 IL u r� :Zr ' Ir ., DOUBLE EDGZ 1 � I STAGGERED 3'�viwl. fW1L5PAGkJG W+ILPATTERN PANEL PAtJEL Y PANEL EDGE ROUBLE NAIL EDGE SPACENG DETAt- SeeDetail on Next Page . . Detail- Vertical and Hor'Izontal.Nailing Vertical and Horizontal Nailing for Panel Attachment for Panel Attachment j 1 t � l 1 i Q�oJ ��= 1��IHI08 per- E TOWN OF BARNSTABLE Building Department - Foundation Permit Date Permit # �0080588D- Name ("1 EAGF}ER, Location L19 GUIL1-�FoKD 'RD CE-t,0 i£k V=LL.E Insp. of Bldgs. } ;� o w 1 I IN/6f REFERENCES: Assessors Map: 172 Parcel: 081 �v` 4 ;; sso• °�P��P' Deed Book: 1700791079 1�,)TABLE' o•� Existing Plan Book:247/84 �Rae� ' �\�0o�^ryh /� Septic Tonk 2 Lot 91 ZONE RC !f €i �' S� o� �` �o Qoo 20.8' 9U. Setbacks: Existing '9 Fron t: 20'm in vj1 l ? 0a c� 9) Side: 10'min 7.5' �' Rear: 10'min 2� V SA w n�O V Lot 33 New Concrete A Lot 179 Foundation �o /(15'-4"x20-8',) �O ��o 108.8' �p o� 4 Lot 90 16,427±SF ��� Lot 178 o� O� oo,O, j j js V Lot 89 ZHOFss o� Lot 177 RICHARD �Ln R. a LNEU;EiIX y o2 W PLOT PLAN Showing New Foundation In BARNSTABLE /�jVbd/0�3 (CENTERVILLE) NOTES: MASS, DATE: 131NOV108 SCALE: 1"--40' 1.) The structures shown were located on the ground 0 10 20 30 40 60 80 FEET by conventional survey methods on or between 27/OCT/08 and 13/NOV/08. PREPARED FOR: 2.) The property line information shown hereon was Timothy W. Meagher49 Guildford Road compiled from available record information. Centerville MA 02632 3.) This plan is not for recording and is not to be PREPARED BY: CapeSury used for deed description purposes. 7 Parker Road Osterville MA 02655 DWG #: C729gl FIELD BY. RRL/MLL (508) 420-3994 / 420-3995fox s Ar ` J a� 1 CRY N LO a h- ve Z Ca CJ> C) G.� JOHN HEKW to �F low t C f.'AT::'?'.,.., 'J Gs`iC.Y Scale: I 40 I vow A AROFESMONAL LAND SURVEYOR, 00 iiEREgY CERTIFY THAT THE AMERICAN SURVEYING COMPANY ABOVE MORTGAGE 1NSPECMf4' 1264 i-Aa:n Street, walther:Z, NIA 02451 (781) 693.6477 WAN:WAS ARE?ARMPOR CONNECT1ONIN,`7HANEWUWATGAGE qq . ANq IS::NOT INTENDED OR REP.RC- Mortgage Inspection Plan fiFNTFn Tf1 AP a i anrn no orrnoanTv �.,. td 111doo:CT 00opf s •adH VBt.L 9LL iLT9 : 'ON XUA N33da NOaUHS WMEA i� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map `Parcel , ,. . r. Permit# � 7 Health Division - 3 r TA ! °' �Dot�lssWAC . 1 , is Conservation Division S L Et'J�fj '� hr r9rLE 5 F {p ROSE Tax Collector S WN REG ® ° A:VO .f vL _ rioft y Treasurer Planning Dept ' S Date Definitive Plan Approved by Planning Board Historic-OKH 'Preservation/Hyannis " Project Street Address Village 7 Owner _►'►YO YV y t-e A) Address y GrL) L (J Telephone _ t ; Permit Request VJ 0 V ovvo UTV 3 Square feet: 1 st floor: existing proposed 2nd floor:existing proposed Total new �. Estimated Project Cost Ll g�®l e v Zoning District Flood Plain Groundwater Overlay Construction Type o V e- � r0 U yv� (,C)6 Lot Size Grandfathered: .❑Yes ❑No If yes, attach supporting documentation. - r Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) v Age of Existing Structure Historic House: ❑Yes - ❑No On Old King's Highway: ❑Yes ❑No + Basement Type: .❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new .Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other " Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing Anew size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing O new size ° Other: ' Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use .ev L5 �r �O bS1&-s BUILDER INFORMATION -ey Name< t✓p� E a W�..�;y eo,6L ��60�Telephone Number _�9` �y g` ��® I Address ►'1�•��� � . License# (� �'�-� � � . 444KIDVI k . � Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS P OJECT WILL BE TAKE TO L = . SIGNATURE DATE- TOR OFFICIAL USE ONLY PERMIT-NO , DATE ISSUED MAP/PARCEL NO:_ - t ADDRESS •VILLAGE j OWNER - r +'�SrC- 1. - .-_J. .gyp. J• (r . . fy;y '�. DATE OF INSPECTLON: - FOUNDATJ,ON� FRAME INSULATION,- FIREPLACE ELECTRICAL: . .ROUGH FINAL PLUMBING: ' J ; ROU94I FINAL h` GAS: , ROUGH FINAL ' T FINAL BUILDING- DATE CLOSED OUT N ASSOCIATION PLAN NO. `" ` 'A pF 1HE The Town of Barnstable ^i fig' • BARN STABLE Department of Health Safety and Environmental Services 1639. ptEDMA'tA Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: V yv Estimated Cost ao 0 � Address of Work: l N °eY V1 vv Owner's Name:/I V'l �� ��� / - Date of Application: ' I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner:: S Date Contractor Namg Registration No. OR Date Owner's Name ` q:forms:AfHdav The Commonwealth of Massachusetts Department of Industrial Accidents Officc 0/1'ar tigatioas 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit 22 name �^ A] YV location city Pa "�RY I/I U e ohone# ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one worlds in any ca acity ''00:222 2% %%%//%////%/%%///O%/%////////%%/////%///%//%//////%/////%%/////% din workers' compensation for my employees working on this job. ;>;::;;:>:;:;::::: :;:;:;:::;::::: I am an ens 1 providing mP : ::::::::::..:.:.,:::::::.::; roan anv name:. ..... ..:.. . address.. .. ;::::::::.:; hone.#:� ::::::;::::;:.:: insurance co. ......... oiicv# :..::: ❑ I am a sole proprietor eneM con, C D or homeowner(circle one)and have hired the contractors listed below who have ' ensation olices: following workers mp P .........::::.:.. .:::.. ::._:.....::...::<.;:.;;:.;:.;:.:;.:;:.;:.;:<.:>:::»:::::»:>: the g .........., ..:. . ...::..,:.:;::.::::.... .. ..:: :::;:.;::.;:.::::::.::::::::::::::::::..:.;:.:::.:::.: :.: . m anv n am €3 ........ MEMEL., Aw Ina Gressad <. < {. ....:: ... city:; in ..................... ........................... :... oil . address: ............ one: ::.::.:..:...:................................:..:............................................... ..........:: :.................. .....,:.:::.,:::...:......,. Failure to secure coverage as required ed under Section 25A o[MGL 152 can lead to the imposition of criminal penalfln of a one up to$1,500.00 and/or one yam,hnprisomnent as well as civa penalties in the form of a STOP WORK ORDER and a one of 5100.00 a day against me. I understand that a copy of this statement may be forwarded to the OMce of Investigations of the DIA for coverage veriticstion. I do hereby certify under the pains and penalties of perjury that the information provided above is truce and corned Signature �, N� 'e'I/ Date �'�� D 0 _ Print name 3`}M PS 'F�4' e Phone# - ------------ official do not write in this area to be completed by city or town Ofocial permitAicense t< ❑Buoding Department town: ❑Licensing Board ediate response is required ❑Selectmen's Office QHealth Department • phone#; - Other (rovued 9/95 PJA) Micpo-CIeap Tfrl Vertical Grid D . E . Filters Automatic Air ftafief purges any trapped air during filter operation. --- --- ------- i Screenless design elimli3ales clogging. �¢� F , Integral Lift Handles and Uniform Low Profile Tani;Base--------------- �..! nial;r'removal of grt!nest,fast and simple. Higfi Strength filter Tank molded of PernlaGlass Xlr'\r provides extra - ----- _ durability for dependable,corrosion free perfonrance. - High Impact Grid Elements designed for up-flow filtration and top-down backwashing for maximum efficiency. Heavy-Duty Tamper-Proof Bolted Center Flange Clamp t securely fastens tank top and bottom together.Allows quick access to all internal components without disturbing piping or connections. t Union Locknuts snake disassemblyand reassembly of filter from --- - t. y --, piping fast and easy. ; # Prlorylo Bulkhead Fittings for,extra strength and heat resistance. 4, Inlet Diffusor Elbow distributes flow of incoming unfiltered water j r upward and evenly to all fi!te! elements.Parabolic,tank base design provides for even distribution of D.E.to grids. -'— — -- Full-Size 11%"Integral Drain provides f8t, 1001%clesn out and easier flusfling of tank. r :C31venie7t Vafva at:d Plt niuilrg C1{itiotts a!fovd for customized ---- ------- ------I. I control.2'internal piping and.plumbing for roaxirnuin flow performance. r • r r r t' �f y �P�''�4�'��kt, FIL7EH TYPE: Vertical Grid Diatomlte:24,36,48,60 lt'(2.23,3.35,4.46,5.58mz). t RUM Injecti-on married PelmaGl3 sXL11 r FILTEII ELEA.'iENTS: Monofilament polypropylene aver fitted over 8 curved, f Il gh Impact grids CON i!'IOL VALVE: 1% c 2' 6 Pusninn Var rl "2' M ta' sy ( � 4-fusi!lailSelEcta-Fro, ' 2 Pas:t on Gh l:,vawe I'Aay a o be plural ed,;ngr:!aiiy ur in \I.fl(lulck con sect UillOrt COJI]I,1gs!IrSS Vii!VO). 10 3 P.(30 o t1,G �r I '11 MANCE RANGE rz ' DIMENSIONS: t)E)_ 00-31 f'N x 23''vV(8)0 mn1 i;584 rr,rn) DE3600-36%"h x 23"`,V 927 mm x 584 rnn',1 Df4800--4216 ti x 23"Vd(I I'l80 mmx 584:r.rr;) Ilp6000-4V."Hx23 1;d(1/32mmx1.3ln;ml05 Abeae dimensions diniensions are fcr filler er .ly.Over i mJdth wish slice iv a 33 62 lofil": ( E'r overall width with eithar 4 ur 6 pos!nui rnultipurt vii1ve i r r:1, r Effuciive L Igr, lurModel -Filtration Area -r!uN Itatc L'I lours— - 10 Hours r } j Number ft' rnz GMA LPdI 9allon kilo liter gallon kilo liter DE2400 24 2.23 48 182 23,040 87 28,800 log Plumbing Versatility.Select from a wide array Dt 3600 36 3.35 72 273 34,560 131 43,200 164 of valve options for customized control of your DE4800 48 -4.46 .96 ,.1363 46 080 .174 57,600 218 fillration system,including Hayward's 2'2-position DEMO 60 5.53 120 454 57 600 213 72,GG0 273 !Ids valV'e: - ---- --- - --- —I ------= - "D•iternrned by piwrtp 3i*Le and piping ystenrrrydiouuw..2"piping is io 'naiwnilad iur flew rates ul 90 GPM(341 LINT)or more. Flow lutes abova'120 13.110(414'1 M)are not usually w(loired rci i:side ltiril roofs. Hill i 897 W AR f _.-. � ✓ice -��� d� DEPARTMENT OE PUSIIC SAFETY i CONSTRUUTA SUPERVISOR LICENSE- N„m0,p expires: Rent t-ted,Tg 30 WO.EN f "Crlt&ER O&WWW ' E30 MdR RER CIRCLE COTUIT, ,�� ' Sub"3-�``R'wr f...✓ILC V�0971gJt e0'R(I/E2/{� a' HOME IMPROVEMENT CONTRACTOR.A ,� Reoisfration'5116666: ' 'W Expiration f, l01105/0( j x v- zrSCHERER POOLS&�N MExI 'PROI►EM � ARREFSCHERER JY G� �-3MARINER CIR�-� �, AOMiNisTRaroa { COTUIT MA 02635 �tf� " . .:.::.:::::.�::.�:::::::.:::::::.::;:::::::;::: :: :: :::: ;:;:;:::::::;: ;::::;:3::?': ::•r,'i::::{;%r;::r::;: :::::;: ::::i:t:;+.i<:::::::<::::::::i:'+.2;:::?::::::;::5::::::; :;:i:::::i:::;:::;::::::`Si<•'::r::::::::2:::;::i;:::';:Q;:;;;:`:3::i;:::Y:;:::;;;:;:;::.::::::::.:.:.::.::::::::.::.:::.:.:>;. ::::` ... :."::: : ':: ':.': i:: : ..: ':: ;::. ..:::>:;: :::;::`i;fi::t:2':;:;` :;;;;:i:;:::: MM OD ACOR . ::: . 'Tl :.::1. :1 . ::.:::::::::::.:::::.::.:.:.::.:::..:::::::.::.:::.::. ( / 03 29 00 / / .RODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Fredericks Insurance Agency, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P. 0. Box 427 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 1046 Main street COMPANIES AFFORDING COVERAGE Osterville MA 02655-0427 COMPANY (508) 42B-8999 A Liberty Mutual Ins. Co. :NSURED COMPANY Edgewater Investment, B Nautilus Insurance Company D.B.A. Scherer Pools COMPANY P.O. Box 457 C East Falmouth MA 02536- COMPANY (508) 548 7555 D . . . r :::; ..:.... .>::::;:::. . . ::COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. co TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION -TR DATE(MM/DD/YY) DATE(MM/DDNY) LIMITS B GENERAL LIABILITY GENERAL AGGREGATE $2000000 VO COMMERCIAL GENERAL LIABILITY I NC091953 06/15/99 06/15/00 PRODUCTS-COMP/OPAGG $2000000 CLAIMS MADE 7 OCCUR PERSONAL&ADV INJURY $ OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $1000000 FIRE DAMAGE(Any one fire) $ MED EXP(Any one person) $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ / / / / ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accidenq $ PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO / / / / OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM / / / / AGGREGATE $ OTHER THAN UMBRELLA FORM $ A WORKERS COMPENSATION AND YJC STATU• OTH• EMPLOYERS'LIABILITY X TORY UMITS ER WC2-31S-315859-019 06/18/99 06/18/00 EL EACH ACCIDENT $100000 THE PROPRIETOR/ X INCL EL DISEASE-POLICY LIMIT $500000 PARTNERS/D(ECUTIVE OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE $100000 OTHER )ESCRIPTION OF OPERATION S/LOCATIONSNEHICLES/SPECIAL ITEMS Swimming Pool Installation and Carpentry AKA Edgewater Pools and Spas, Inc. LATE.ti.DLbLF :.;:.;:::::.:::<:.... N' :.' ....:..........: .:.... .:........................:.... ::::.....:..........................................................................:....::.:.:::....:.:...:::.:.....:..:::..:..: ... i. 'It..................................:..................................:.:::..:.:..::::.::.::.:::.:.:.:::.:::: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE town Of Sandwich EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL Building Department 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Box 6 - BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Jan Sebastian Way OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. Sandwich MA 02563 AUTHORIZED RF4RESENTATIVE .I.......................... (� � � I itr ,.rr 0 TOWN OF BARNSTABLE A LOCATION 40 Guildford Road SEWAGE NIA VILLAGE Center i ille ,Mass ASSESSOR'S MAP & LOT Ins ectors NAME & PHONE NO. i P.Macornber Son Inc. ' j SEPTIC TANK CAPACITY 1-1000 LEACHING FACILITY:(type)_l-lea d; in pit, (Sim) 10013 NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER P.W. BUILDER OR OWNER Mitchell Of Inspection DATE 3/27/93 Report DATE ISSUED: 3/3-0/93 VARIANCE GRANTED: Yes No xxxxxxxxxxxrx ✓fie C�o-�ruxnrrlru'alC/. n�P�llr;u�xc•�u,leCli Jl jiC :•j P �i P I • .. ; � '. ✓�L'tl�HAHdH[IJCU�N�!/lZJ11[ZC�/l;J�(.(,1 HOME IMPROVEMENT`CONTRACTOR Registration 116666 Type - DBA Expiration 01/05/00 SCHERER POOLS & HOME INPROVEM WARREN F. SCHERER G�ccnrr�o�i MARINER CIR `—ADMRaISTWOR COTUIT MA 02635 m 4 � �m � 'Tt�3 fV`.fiS4,.T •., 1 Y ` f � � *.1 $ �4~4v a fat* si: .` :. •i - .4. ` . ep00 y see onthis T�1 age ,` �I cf* : h_ e s e srnrlm $ .oevery,.famlles dream of _ `superior .r Leas e Tl tit.gibes raluC ou , ,� backya d p of These{greatl. a rh {� oval.or; rou o e� clan`bu�y-� pools e. :dentical the same as Cam o >-� - ! �, a �Avar�able�lri tie fo owin sines � ��_ and San ' emo but��w fhout a�dec or u� - g .1 _ Me , r . .� RourLotlicate �x` �a.€. �` � -- �� ®V :5 x 15 Wand the�pols are therefor owermost 6 " yam i. �, e � qu y,� forms Fam1l T1es s � C igm .a.IS #� OVAL ..,,�_ ROUND � � —�d9v .j�ZIP _ � 133�"�]]tt k� rh i T 1897-59 a • • • • • • • ire, • - • �:J ,��� t:.�Ja L�.1.�1J L.1J . • ' f r _ s i® ,*3r- q*i ih,.l6 EP g�' g Fa IDA OF MUDEL IMM � g € = .� §h '-- ,gym` ?'®HAMPOLY�OO ` aoaa• ' «++ Air mc, rrAd ' a�DDEi rvo. ■cuAOD flc�.tn Ofa� _ rw� w .P�" v' MR a moo' �.vy�ri"�a•>�, � v EckE rdn �"a'M�Es�. '/ ro EocEcw�D a H,wa / • °'"d'Ere.+A�N`ads+''vi,/�}` ". i � '� .� �oam .knr+"°'�,»°aA t�`` E ��M�id 0^� � P�2 Mpalgcimcmwq dvw�° /✓ e.edn �y.N+'yad���a"I k "` aM em.n�eo�e+eG+'+'�°�"'✓ � � "M a'a`�,I�IPN✓": '°✓� ,� .4 � wo °uu.Ew.�„E;rya°`+„r�/� 7 11 a ..ate �'.-�e�� �YWARDPOD�E 11 1 „w -HAYWARD AUTOMATIC PRESSURE STYLE OMLOIROME IFEEDERS FEATURES: • EASY-LOK COVER ASSEMBLY has thread-assist - mechanism to provide dependable sealing plus conven- ient access for adding tablets or sticks. CHLORINE CHAMBER has extra large capacity.CL-100 series feeders hold up to 4.2 lbs. of Tri-Chlor tabs, while the larger CL-200 series has a 9 lb. capacity to meet the requirements of all sizes and types of pools. Corrosion- proof, versatile design accommodates large or small slow-dissolve tablets or sticks. DIAL REGULATING VALVE is easy to use and lets you control and adjust the rate of feed for your pool's variable requirements and chlorine demand. FEEDER TUBE provides controlled outlet flow of highly OUT tN concentrated chlorinated water plus serves as an auto air relief to expel entrapped air from the chlorine chamber. VERSATILITY for new or existing pools. Select either CL-200 DIRECT IN-LINE UNIT SHOWN direct in-line or off-line unit to make installation easy for your pool or spa system. f PUMP ,PUMP � HEATER FILTER � HEATER FILTER (if installed) FROM RETURN ut installed) • TOPOOL I FROM RETURN POOL f- PAL TO POOL f—OUTLET l--INLET CL-100 and CL-200 IN-LINE CL-110 ana CL-220-OFF-,LINE FEEDERS are furnished with 11/2" FEEDERS install next to filter,sys- FPT threaded inlet and outlet. For tern and work on system pr!sure a�' D rigid PVC piping installations, 11/2" differential.. Connects easil with i= CQ socket flush union connectors are compress,on couplings for new or available to.provide a professional existing rsystem. All necessary a/a HOLE installation that allows for future Optional connectors and-tubing are fur- Saddle Clamp Assembly. service. Union Connectors nished with each feeder. For easy installation in system piping. New economical automatic chlorine feeders sized to handle the sanitizing '" n needs of most residential pools. They --- 4 have 4.2 lbs. capacity and feature an incremental dial control valve for accurate metering of feed rate. CAUTION: Hayward automatic chlorine feeders are designed to f use only Trichloro-S-Triazinetrione tablets(or sticks)-slow '-' dissolving type.Consult your pool dealer for complete information. CL-110 CL-100 HAYWARD POOL PRODUCTS,INC. 900 Fairmount Avenue,Elizabeth,NJ 07207 California: Canada: Belgium: {� Hayward Pool Products,Inc. Hayward Pool Products Canada Hayward S.A. IINiw 2875 Pomona Boulevard 2880 Plymouth Drive Zoning de Jumet — - -- Pomona,CA 91768 Oakville,Ontario L6H 5R4 B6040 Jumet,Belgium ©1988 Hayward Printed in U.S.A. Su, pop PUMPO HIGH - PERFORMANCE PUMP SERIES ,`ice 3111 MR b ■ Super Pump:high performance and quiet operation. 41 Hayward's Super Pump is a series For super performance and safe, quiet of large capacity, high technology pumps operation, Super Pump sets a newtF_ that blend cost-efficient design with standard of excellence and value. And durable corrosion-proof construction. you know its Designed for pools of all types and quality through- sizes, Super Pump features a large ! out because f. "see-thru" strainer cover, its made by s . super-size debris basket Hayward and exclusive "service- — the first Pool ter SYsl Amenca'st ems. ease" design for extra - choice of pool - Wa convenience. professionals. +��+4 R HAYWARD � 1 Americas # I Pool Water Systems. _Super Pump° High Performance Pump Series Exclusive,Swing- Lexan®See-Thru All Components Heavy-Duty,High- Aside Hand Knobs Strainer Cover lets you Molded of Corrosion- Performance Motor • , make strainer cover see when basket needs Proof PermaGlassXL'm with air-flow ventilation for removal easy.No tools cleaning and eliminates for extra durability and quieter,cooler operation. required...no loose guesswork.Special self- long life. parts...no clamps. adjusting-seal assures Heat Resistant,Industrial Mounting Base provides dependable sealing. Size Ceramic Seal. stable,stress-free support,plus Long wearing,and 100% versatility for any installation n - drip proof.For fresh or salt requirement.Adapts 48 and 56 water use. frame motors. Super-Size Housing AV- has extra air handling .. ' capacity to assure rapid v priming. Totally Balanced, ,b ' -' Service-Ease Design gives Corrosion-Proof Noryl® �' ' simple access to all internal parts. Impeller has smooth,wide Motor and entire drive group openings to prevent fouling or _ assembly can be removed,with- clogging.Energy-efficient out disturbing pipe or mounting design produces more flow at connections,by disengaging just equivalent horsepower. four bolts. NA`il '. • SP2600X5 /z 0.37 1'/2" 11'/4" 286 p e; SP2605X7 1/4 0.56 11/2" 111/8" 295 m4 .p.. " r } SP2607X10 1 0.75 1'/z" 11'/e" 302 one mm� SP261OX15 11/2 1.12 11/2" 12'/4" 311 M ran• ��,: - s ^n..� �..o 'u""r++ E " SP2615X20 2 1.49 2" 131/4° 337 ��,,, „�•"' a, SP2621X25 2'/2 1.86 2° 133/4" 349 �zts mml � O Super Pumps are also available with dual speed motors. in 30 100 ,. 27 90 i 24 80 9111i6i 21 70 SUPER-SIZE 110 CUBIC INCH BASKET has W 18 60 s 21X25 x - . extra leaf-holding capacity and extends time 15 50 be cleanings.Rigid construction with - 12 40 SP itill5xz O (2H -1.49 ) load-extender ribbing assures free flowing oper- ~ 9 30 ation for.heavy debris loads. 6 20 1ox1 Pzwo S MOWO WhH -1.1 Super Pump®Series Pumps are listed by: 3 10 v� P-0.3 S to -rMW (YAP-15600, 0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 GPM c 0 38 76 114 151 189 227 265 303 341 379 416 454 492 530 LPM L NSF® IP x CAPACITY PER MINUTE 2693 HAYWARD Americas # I Pool Water Systems. v ©1999 Hayward Pool Products,Inc. 1-888-HAYWARD www.haywardnet.com SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE Wff it ARTICLE II STATE Q 377 SANITARY CODE..AND TOWIM TOWN OF IN §TABLE ypf N E Tp� r Z BAHBSTADLS, i M6 9 �e� i BUILDING INSPECTOR , rr APPLICATION FOR PERMIT TO' TYPE OF CONSTRUCTION ............. t V.O.t ld..:.. ldire................................... ................ ................................. ��s � ..........19.. E TO THE INSPECTOR OF BUILDINGS: The undersigned Pereby applies for a permit according to the following information: 1 Location .......... .. ¢..t......J..0.....aallw�4......&A. ........................................................................................... ProposedUse ........ . ,°.S. .Ue .[.1�. ................................................. .............................................................................. . Zoning District ........d\:..b....................................................Fire District ... .y�et4/.re`'11.dk.......... ..,��PV.?:Y.1.�.��........ Name of Owner ......Na. 1'nP.1.7........Hgl jU... 1J4..Address ............�Aky..........1� .................... ... ................ Name of Builder ......&Q..k?.,i1f J.1......HO1.ea .,:hk.Address Nameof Architect ..................l-PP. ................................Address .................................................................................... Number of Rooms ..................................................................Foundation ........F0-1..1...�a... ....... G.UG!- / ..... . ..................... Exterior .......................gJ.1Aj.. ...........................................Roofing ............... .A. ..)......................................... Floors ......................CAkir.e...................,..........................Interior ................(,./J y.l�i/ 1............................................ Heating �lOn� AJ .....................Plumbing '�� J� ......................................'...................... ^......................... 1/10 Fireplace ,--J.............................................Approximate Cost -q f Q'O7J . ......................................... Difinitive Plan Approved by Planning Board ________________________________19--------. Diagram of Lot and Building with Dimensions I k-o I 100 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. E Name ..�.!I�:..:� ........................................................ i. - 0QBVIE8TBQDES* INC. � . . \^ No ',, Permit for .,DVQ1UM-----. ---_ ------- ~\�� Location ' �'cui]dfomud..Bmsm&^.------.. ' � ------���mn��:����n.'�����------- > � Owner — . ...]UC°..................... � Type of Construction —. --- - —.—.—.—..—.....---..---------.---.. | Plot ............................ Lot — ........................ ! ` �� � Permit Granted A�Q��At..^=---.--.]v�v'~ � Date of Inspection 19 ~ ` ~~'~ Completed ^ 0.0.0...0 A.XI? ~ \ ( , . PERMIT REFUSED \ .-.--.._--..-.----..----..—,. lA ' > .---...—~..----...—.—~—.------- ` � ~,---.---.—..------......—~.~....- � � ....~.........--....--.----.~.---.... � . � / ---~.--.—..—,-.........._--....~...—. � Approved ` ................................................. 19 ^ .------------~---..----...—.—. � . -----------.----~---.,.---....' � U � -��:.:..��.. .,I I-...(.-1.I..-.�.....I...-�-.1... ......-�.�..---....L.�-w.........I.,--....1:.I. iIII1I. III .-_.EE... 20 -�,.I.�.I..-"�I.- +'L�.-� -.+ ...I��1. 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