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HomeMy WebLinkAbout0049 ANSEL HOWLAND ROAD a 1 7/z q�o z 14-1 a 7Wt. �� - 6 t,, �— 0�6►!o—�i38 Tn�-��.lc� r7 ►;;Solar Cit . y Date: 06/21/2016 To: Barnstable Building Dept. From: SolarCity Corporation Cape CodWarehouse 112 Great Western Rd '_ South Dennis MA 02660 Z NOTICE OF CANCELLATION This notice certifies our proposal to install Solar/PV @ -49 Ansel Howland Rd will no move f. arc The customer and SolarCity have decided to no longer move forward with this projelt. � r- Please cancel Building Permit# B-2016-0138 and.the accompanying Electrical Permit. Please contact myself directly with any questions/concerns. I Thank you for your assistance. Best regards, Nathan Tissot Permit Coordinator—Cape Cod SolarCity Corporation 112 Great Western Rd South Dennis MA 02660 Work#508-640-5389 ntissot@solarcity.com z SOLARCITY.COM AZ ROC 243771iROC 24545WROC277498,CA LIC88881G4,CO EC8041,CT HIC 0632MILLC 0125305,DC 41M01486/ECC902585,HI OG29770.NIA HIC 1685727MA EL-1136MR,MD MHIC 12894�, ' NJ NJHICY13VH06160600/34E801732700,OR C6180498/G5621P61.102,PA HICPA077343,TX TEOL27006,WA.SCLARC'9190IiSOLARC'905P.0 2014 SOLARCITY CORPORATION:ALL RIGHTS RESERVED.: r t r r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 'Map 19 o-1 Parcel cQ Application # 0�4/6 i 36 Health Division Date Issued l�LZ �L Conservation Division Application Fee �-6 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH OV r� _ Preservation/ Hyannis la Project Street Address Village \J A A Owner Ann MAxi-g- —F V-,-vv,�b Add s, V1 e,V Telephone . � �31 �r l Zla Permit Request ' l iwr v��S 01r\. aT Lv a I -(, '7 l PAI e`5 Square feet: 1 st floor: existing proposed d floo existing proposed Total new — Zoning District — !�C, FI od PI Groundwater Overlay Project Valuation C n uctio Lot Size andf ered: ❑Yes 2f_Nb If yes, attach supporting documentation. Dwelling Type: Single Faryy mily Multi-Family (# units) Age of Existing Structur C;t Hist is House: ❑Yes allo On Old King's Highway: ❑Yes )&No Basement Type: ❑ Full ❑Crawl ❑ alkout ❑ Other Basement Finished Area q.ft.) Basement Unfinished Area (sq.ft) o— Number of Baths: Full: exist 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 Cerfral Air: ❑Yes ❑ No Fireplaces: Existingo_-New Existing wood/coal stove: ❑Yes ❑ No -72 C3 Detached garage: ❑ existing ❑ new si*Pool: ❑ existing ❑ new size Barn: Coexisting 0 newew siz Attached garage: ❑existing ❑ new sizShed: ❑ existing ❑ new sizeOther: t Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ w --a Commercial ❑Yes ;�KNo If yes, site plan review# Current UsrSi(��✓lT1r� Proposed Use o chellrl � rn APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name lkC apec6e;'h' Telephone Number Address �c License # C�/ 6 I S ``�� w►t YA CldV�b d Home Improvement Contractor# Email Worker's Compensation # m2Dl o iS- ALL CO RUCTION DEBRIS RESU G_ _OM THIS PROJECT WIL BE TAKENTO G75 �- a r SIGNATURE \� DATE 1 r - `F FOR OFFICIAL USE ONLY ` APPLICATION # ` DATE ISSUED MAP/ PARCEL NO. P ADDRESS VILLAGE i OWNER F s DATE OF INSPECTION: ' FOUNDATION FRAME INSULATION lF FIREPLACE `. ELECTRICAL: ROUGH �INL� F2 PLUMBING: ROUGH FINAL GAS: ROUGH INAL FINAL BUILDING 4 ` r DATE CLOSED OUT ASSOCIATION PLAN NO. f i D j t DocuSign Pnvelope Ib:2CC98094-576F-4742-A39D-AAD3C0903146 i 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR their entirety and I acknowledge that I have received a TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE complete copy of this Power Purchase Agreement. DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:AnneMarie Jasset-Lamb EXPLANATION OF THIS RIGHT. 24. ADDITIONAL RIGHTS TO CANCEL. IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL 7E Signature: THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL THIS PPA AT NO COST AT ANY TIME PRIOR TO Date: 12/8/2015 COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after 12/8/2015. Customer's Name: Mike Lamb If you don't sign this PPA and return it to us on or prior to 30 days after 12/8/2015,SolarCity reserves the right to oo ugkpWbr. reject this PPA unless you agree to our then current pricing. Signature: -� Date: 12/8/2015 Power Purchase Agreement SolarCity approved Signature: - Lyndon Rive, CEO Date: 12/8/2015 Power Purchase Agreement,version 9.1.0,November 11,2015 1 1379357 r r } DocuSign Envelope ID:2CC98094-576F-4742-A39D-AAD3C0903146 ' a EXHIBIT 1(SOLARCITY COPY) NOTICE OF CANCELLATION STATUTORILY-REQUIRED LANGUAGE Notice of Cancellation Date of Transaction:The date you signed the Power Purchase Agreement. You may CANCEL this transaction,without any penalty or obligation,within THREE BUSINESS DAYS from the above date. If you cancel,any property traded in,any payments made by you under the contract or sale and any negotiable instrument executed by you will be returned within TEN DAYS following receipt by the seller(SolarCity Corporation)of your cancellation notice,and any security interest arising out of the transaction will be canceled. If you cancel,you must make available to the seller(SolarCity Corporation)at your residence,in substantially as good condition as when received,any goods delivered to you under this contract or sale,or you may,if you wish,comply with the instructions of the seller(SolarCity Corporation)regarding the return shipment of the goods at the seller's(SolarCity Corporation's)expense and risk. If you do make the goods available to the seller (SolarCity Corporation)and the seller(SolarCity Corporation)does not pick them up within 20 days of the date of your notice of cancellation,you may retain or dispose of the goods without any further obligation. If you fail to make the goods available to the seller(SolarCity Corporation),or if you agree to return the goods to the seller(SolarCity Corporation)and fail to do so,then you remain liable for performance of all obligations under the contract. To cancel this transaction,mail or deliver a signed and dated copy of this cancellation notice,or any other written notice,or send a telegram to SolarCity Corporation,Document Receiving,6611 Las Vegas Blvd.S.,Unit 200,Las Vegas,NV 89119 NOT LATER THAN MIDNIGHT of the date that is THREE BUSINESS DAYS from the date you signed the Power Purchase Agreement. I,AnneMarie Jasset-Lamb,HEREBY CANCEL THIS TRANSACTION on [Date]. Customer's Signature: Customer's Signature: i R Power Purchase Agreement,version 9.1.0,November 11,2015 IN 1379357 y i u,"SolarCit OWNER AU711101UZATION 1 .. Job . Property Address: 49 Ansel Howland Rd Barnstable, MA 02632 I Mike Lamb as Owner of the subject, property hereby authorize SOL.ARCITY CORPORATION to act on my behalf, w in all matters relative to work authorized by this building permit application. -� a gna e of Owner' ate t SOLARCITY.COM RI+ � . A:fKCZ-:3771 C4TFCR,1 L,CT HIC L`(i3;1'AFL`lG�.l31Ee?:•r.-,CNil ltJlIKE4P9."'f4S.HI CF 917R,IAA HIC 1014 2-47 g7ZR:.[,p9R,F+}0MHIC.1:804,b, NJ N.;HtC�t:NFNY;.to.9u"F'C%TSE n,is3y?gC1,fJ,:3 CEt t23't9KC»E.�' tt7?,0AH'CPA)7;3a3,i TECLZ"i7 J01.1%XARGI7VCC.RP0WIOW,At R*PT6 PE2rwea. Fig. • . YOU WISH TO OPEN A BUSINESS? J For Your Information: Business certificates (cost$40.00 for 4 years). A busihess certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1"FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) 1 c r 7r, r.• r r r r-m�rawa,,., DATE: 1 Z/ ✓ Fill in please: APPLICANT'S YOUR NAME/S: BUSINESS YOUR HOME ADDRESS: -��_d�. 1- �r�.ay� 1fSL �.' 7 pp �r J�IIy TELEPHONE # Home Telephone Number ���"`-�ate' -,I" :;�Ia;r•-1P=''.RR;;, +tt3 M.r NAME OF CORPORATION: SS NAME OF NEW BUSINESS eG uOr TYPE OF BUSINESS W0-2, IS THIS A HOME OCCUPATION. YES NO ADDRESS OF BUSINESS LA'O1 �e ��✓�+ � � �«�\�c� _MAP/PARCEL NUMBER 1�2� ` (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you-may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. &Main Street) to malce sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COnAu R'S OFFICE This indivi kfur d a y p rmit re ants that pertain to this type of business. z i n MMENT I. / a / ' .� G PE� OF HE 2. BOARD TH pertain to this e of business. This individual has been informed.of the permit requirements that per type • Authorized Signature* COMMENTS: (LICENSING s n i::3'; ''t - 3. CONSUMER AFFAIRS LICE AUTHORITY) ,j -j This individual has been informed of the licensing requirements that pertain to this tj7pe`of"'b'u8iness. t Authorized Signature" COMMENTS: � 1 SN'd V rf Town of Barnstable IKE 1p Regulatory Services c Richard V. Scali,Director anaxsTnsra, Building Division MAM `0 Tom Perry,Building Commissioner ATEoy° 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 59,�- - 30 Approved:, Fee: Permit#: . HOME OCCUPATION REGISTRATION Date: Name: V r CJAAP1 &A-M E Phone#: &-l— �� o Address: -G (k,,)Se1 �6(_3(ovott> PQ Village: tc &`.'9 p�� e� W wl tl'dkTao Name of Busmess: _ : i ? Type of Business: Map/Lot: ° INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a ho e occupation ' within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning or Y g J P g ,provided�that the activity shall not be discernible from outside the dwelling. there shall be no increase in noise or odor;no visual alteration to'the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted.as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within . that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. •' There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit I,the undersign ,have read and 2!:�tVhe above restrictions for my home occupation I am registering. Applicant �G��%t e�C Date Homeoc.doc Rev.Li13 Town of Barnstable Regulatory Services �FIKE Thomas F.Geiler,Director Building Division BAMSPABM : Tom Perry,Building Commissioner 9 039. ��� 200 Main Street,Hyannis,MA 02601 �ATFD MA'S A Office: 508-862-4038 Fax::508-790-6230 August 18, 2009 Michael Lamb 49 Ansel Howland Rd. Centerville, MA 02632 RE: 49 Ansel Howland Rd., Centerville, Map: 172 Parcel: 219. Dear Mr. Lamb: This letter shall serve as notice that this office has observed violations at the above referenced address. First, a final inspection is needed for permit number 88079 issued on or about November 2, 2005 to construct a garage and breezeway. Second, is in regards to permit number 62816 to construct a 12 foot by 16 foot utility shed at the above referenced address. This office has no records of any inspections performed and upon a recent site inspection it was observed that the shed is larger than the approved plans. Furthermore, the utility shed appears to be encroaching into the required setbacks. You are hereby ordered to bring the property into compliance by September 1, 2009 or be subject to fines levied each day the property remains in non-compliance.Thank you for your immediate attention in this matter. I may be reached at(508) 862-4034 with any,- questions. ` By Order, Oe L La on Local Inspector Q:zoning5 n Town of Barnstable 1HE Regulatory Services OF 1p� Thomas F.Geiler,Director r r Building Division BARNSTABLE, + v� MASS. g Tom Perry,Building Commissioner i639. �0 AlfO MA'S A 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403.8 Fax: 508-790-6230 Approved: Fee: Permit#: UV HOME OCCUPATION REGISTRATION Date: Name: AM k1 Cl'1&ZI P JLS&e,� 6 M Phone#: c�V c�'���-z BOG Address:4�US�� 601."b Rao, Lt'"'t Village: �b�P V''► Name of Business: p e C-�x U w F' S 4 Type of Business: ? i `— Map/Lot:_ INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings, subject to the provisions of Section 471.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector, a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit, located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat, glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials, or flammable or explosive materials, in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation, and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation, other than one van or one I pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Hcme Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned, have read and agree w' the above restrictions for my home occupation I am registering. Applicant: 11 - Date: ' Homeoc.doc Rev.5/30/03 YOU WISH TO OPEN A BUSINESS? t For Your Information: Business Certificates cost $30.00 for 4 years. A Business Certificate ONLY REGISTERS YOUR NAME in town (which, YOU must do by M.G.L. - it'does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1" FL., 367 Main Street, Hyannis; MA 02601 (Town Hall) and 200 Main Street Offices at the Licensing counter. DATE:_ I;a l8 O Fill in please: APPLICANT'S YOUR NAME: BUSINESS YOUR HOME ADDRESS: qq tw$,( ttOuJ��il:p TELEPHONE #-09 Home Telephone Number: NAME OF NEW BUSINES Kean d}i TYPE OF BUSINESS 51 IS THIS A HOME OCCUPATION? YES Have you been given approval from the building divisio ES NO Ss ADDRESS OF BUSINESS cast < , thlii MAP/PARCEL NUMBER CD 1 When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town. of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OFF This individual s e n•inform d f any permit requirements that pertain to this type of business: . MUST COMPLY WITH 1-1 Au orized Signature* HOME OCCUPATION, COMMENTS: RULES AND REGULATIONS. FAILURE TO eempLy MAY RESUtT IN FINES: 2. BOARD OF HEALTH r This.individual has been med of the per requirements that pertain to this type of business. A u t h or i z id Signat e** COMMENTS: . .. 3. CONSUMER AFFAIRS(LICENSING:AUTHORIT ) This individual r,",en inf 'of the I nsi g e i ements. that pertain to this type of business. Authorized Signature** COMMENTS: i Y�j/ V , f J .. Boisw. Single 9-1/2" AJSTm 20 MSR Joist1J05 BC CALCO 9.2 Design Report- US 1 span I No cantilevers 0/12 slope Wednesday, December 14,2005 10:13 Build 141 16"OCS I Repetitive I Glued&nailed construction File Name: Mike Lamb.BCC Job Name: Lamb Description: J05 Address: 49 Ansel Howland Rd Specifier: City, State,Zip: Centerville, Ma Designer: Bill Campbell Customer: Company: Shepley Wood Products Code reports: ESR-1144 Misc: 06`04-00 BO,2-1/2" B1,2-1/2" LL 169 Ibs ILL 169 Ibs DL 42 Ibs DL 42 Ibs Total Horizontal Product Length=06-04-00 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 Left 00-00-00 06-04-00 40 psf 10 psf 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 304 ft-Ibs 9.0% 100% 1 1 - Internal Completeness and accuracy of input must End Reaction 197 Ibs 17.2% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/5567 (0.013") 4.3% 1 1 output as evidence of suitability for Live Load Defl. L/6959 (0.01") 6.9% 1 1 particular application. Output here based 0.013" 1.3% 1 1 on building code-accepted design Max Defl. Span/Depth . Na 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 Wall/Plate 2-1/2"x 2-1/2" 211 Ibs 7.9% n/a Spruce-Pine-Fir ( ask questions,please call 800)232-0788 before installation. B1 Wall/Plate 2-1/2"x 2-1/2" 211 Ibs 7.9% n/a Spruce-Pine-Fir BC CALCO, BC FRAMER@,AJSTM', Notes ALLJOISTO, BC RIM BOARD- BCIO, BOISE GLULAMT"' SIMPLE FRAMING Design meets Code minimum (L/240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets User specified (L/480) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRANDTM,VERSA-STUD@ are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Wood Products, L.L.C. QC _ Cut Page 1 of 1 7DQv A,ceQscw: �31� 5.�' � � � Uv�. ey y $ „� � G q }TOWN OF BARNSTABLE BUILDING PERMIT.AP ICATION Map d Parcel & 19Permit# _ _A'o �] 9 Health Division 5 ^ 5 Aa< Date.Issued fJ-2- -p Conservation Division ® �� "° 00 MG C 5YSTV Tax Collector � �jD�Z�S/TSB LIMREDTO OF BECROS I L� 0 .2 0 5 Treasurer Planning Dept. s Checked in By . x Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Projec4±A t Street Address ��- �, - 7'"Lc)U--;;, ' in 11 d1 Village Owner M tLe, -` 4-A � WAAnL� Address p Tele hone Permit Requester 7 Z r T Sq uare feet- 1 st floor: existing/� �o proposed 2nd floor: existing proposed Total riew q g P P 9 p p -) Valuation Zoning District flood Plain Groundwater Overlay Construction Type Ctie7n 0, —, :S i Ax, T Lot Size .Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. . Dwelling Type: Single Family '" Two Family"❑ Multi-Family(#units) Age of Existing Structure Historic House: `❑Yes ,p�o On Old King's Highway: ❑Yes No � X Basement Type: ❑ Full -kl5rawl ❑Walkouutnt . ❑Other Basement Finished Area(sq.ft•) Basement Unfinished Area(sq,ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: m : existing new C> - - Total Room Count(not including baths):existing new=�,�'First Floor Room Count Heat Type and Fuel: Y6as ❑Oil ❑Electric ❑Other Central Air: ❑Yes j eeo Fireplaces: Existing =, New Existing wood/coal stove: ❑Yes Detached garage: ❑existing O new size Pool: ❑existing ❑new`size Barn:❑existing ❑new.,size, ' Attached garageX. existing ❑new size Shed xisting ❑new size Other: Zoning Board of Appeals Authorization- U. Appeal# Recorded 0 Commercial Cl Yes If yes, site plan w+revie # Current Use V�Sc Proposed Use,' j BUILDER INFORMATION. . A Name - iLQL-- A Telephone Number•� � �` �® Address L License# t-e.. Home Improvement Contractor# ' t2 -4G : Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FRO IS PROJECT WILL BE TAKEN TO SIGNATURE DATE. G �� — r i FOR OFFICIAL USE ONLY PERMIT NO. RATE ISSUED a — ` MAP/PARCEL NO. ADDRESS:+ VILLAGE. OWNER DATE OF INSPECTION: I FOUNDATION �� FRAME 1 j —U INSULATIO - 1- 4 - 64 FIREPLACE! >; 3 ELECTRICAL? ROUGH _ FINAL PLUMBINJ O ROUGH FINAL 0 GAS: co ROUGH FINAL FINAL BUILDING 3 DATE CLOSED OUT ASSOCIATION PLAN NO. 1 �y` The Commonwealth of Massachuseds n Department of hidttstrial Accidents y Office of Investigations' . 600 Washington Street Boston,MA 02111 www.mass.gov/dia workers' Compensation Insurance Affidavit: Builders/Contractors/Electriciaiis/Plunabers hcanf�fflrmatian • Please Print Le 'bl value P*=/OrPnizationlIndividua�- Addr Phoue#*r_.4!Z City/State%Zip ire you as em.ployer? Check the-appropriate boa:. ;Type of project(required): C1 Z am a em�Ioyer with 4. ❑ I am a general contractor and I '_6' ❑-New construction• employees (fu1T and/or part tone).* have hard the snb-contractors 7. F modeling I am a sole proprietor ar partner- listed'on the attached sheet.ship and have no employeesThese sub-contractors have 8. molition 'ca aci workers' comp;insurance. g. zlding addition working for me in any P ?Y• �o yS,�g � �mg.insurance 5• ❑ We are a corporation and its 10.�'�lbetrical repairs or.additions officers have exercised their �,,� required.] right of exemption per MGL .11•lam rit�mbing repairs or additions 3. I am a homeowner doing aIl.work ._ c. 152, 1(4),and we have na 12.❑ Roof repairs N myself.[No workers comp. - ' employees.(No workers' 13:❑ Other insurance regnaed]t camp.insurance required.] Any applicant that checks box#1 must also out the.seetion below showing their workers'compensation policy iaformsdO 'Eiomao ica8 who snbmitthis e�da'lit indicating they are'doing all-work and thenbire outside contactmrs must submit a new affidavit indicating such Contracblrs that check this box must attached an additional sheet showing the nerne cf the sub-contractors cad then workers' p e3r s€orMe san. rovidin workers'compensation insurance for my employees. Below is the policy and>ob site• r am an ernpIoyer that is p 8 Information.' [nsurance•Company Name• Policy#or Self-ins.Lic.#: Expiration Date•• Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and•expiration dated Fame to,secure coverage as required under Section 25A of MGL c. 152 ca lead to the imposition of cnmmalpenalties of tine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in f(te form of a STOP'WORK ORDER and a fine of up to$250,00 a day againstthe violator. Be advisedthat a copy of this statementmay die forwarded to.the Office of . Investigations of the DIA for insurance coverage verification. — I do her c ;fy u the p s and naltre f ry that the information provided a ove is true and correct. _. •_ Date: .d� ^- � ^ ' Si afar Phone#: • 0,f j`icial use only. Do not write in this area,to be completed by city.or Town official. City or Town: PermitUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Towa Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other • ContactPerson: phone#• i tion acid Instructions• . Inforjna . compensation for their en=gloyees. Massachusetts General Laws chapter 152 tequires all employers to provide workers' comp' contract of hire, pit to this statute, an employee is defined as ,...every person in.the service of another under any mess or implied,oral or written." ; n, rporation er other legal entity,or any two or more ••. d'Y' P�aPassociatio �. . . An employer is defined m a oi . and including the legal representatives of a deceased employer,or the' of The foregoing engaged is a joint enterprise, to lo. ees. Howeyer:tbe receiver or trustee of an individual,partnership,as or other Legal entity,emp Ymg e� Y or ant of the owner of a dwelling hous a having not more than fl�ree mainterianc ems,construction o repay w0ikro s�d Who TeSidCS therein, dwelbmg house dwelling house of another who employs persons to do ' the Quads orbw7•dmg appurtenantthereto•shall notbecause of such employmentbe deemedto be an emPl°Yer." or on grounds MGL chapter 152,§25C(6)also states that.every state;or local licensing agency, shall withhold the issuance or of a license or pew to operate a business or to coastruat buildings in thekommonwealre for eny d. renewal produced acceptable e�dence of complfance with the insurance coverage required." applicant who*has not p olitical subdivisions shall ter 152, 25C states `Neither the commonwealth nor any of its'P ce with the insurance Additionally,MGL chap . $ (� . enter into any contract for the performance of public work until acceptably evidence of co iequirem of-this chapter have been pre'seated to the contracting aumority." Applies letel b checking the that apply to Your situation and,if. Please fill out the workers' compensation affidavit comp Y� Y .their certificates)of addresses)andphone numbers) alongwith, to ees other than.the necessary,supply,sub-contractors)name(s), with no emp •y insurance. Limited Liability Companies(LLC)or Limited Liability Partncrande.(I f an members or p artners; are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a,policy is require vit may bered. Be advised that this afA44 submitted to the Department of Industrial Accidents far eonfamatl°n of insurance coverage.• ,Also be'sure to sign and date the af#3davit: The aif'idavit should turned to the�y ar Lawn that the application for the permit.or license is being requested not Repent of be reft uestions regarding the law ar if you are required to di ' Industrial Accidents. Should you have any q anies should eater their• compemationpolicy,please call the Department at the number listed below~ Self-insured.comp Hate line. self-insurance license number on the agprop City or Town OMdals provided a space at the bottom Please be sure that the affidavit is complete and printed legibly, The Rep has to cant ct you the Brant. of the affidavit for you to fiIl out in the event$�office� f Investigatiois w be used as a reference contact regarding In addidition,an applicant' Please be sure'to fM m the permrt�c a numb that mast submit multiple P ermitllicense applications in any given Year,need only submit one affidavit indicating current -policy information(if necessary)and under"Job Site Address"'the applicant write the it�d or town may be provided to the or P davit that has been officially stamped or mar by c A copy of the affidavit applicant as pr'of that•a valid of idavit is on,file for;fntnre p ermi permit not related to any amess mmer�venture year,There a home owner or crtlzen is obtaining z hceioe or (le,a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of tigr ons would Ile to thank You m advance for your cooperation and should you have any questions, please do not hesitate t6 give us a call. The Department's address,telephone and.faxmunber'. The Commonwealth of Massachusetts . ' Department of Industrial.Accidmts .. office 9f Inves igatio�s .. • . � .. �• ;• �00•Washingfon Street • V MA 02.111. Tel.#617-727-4900 ext 406 or-1-877 MASSAFE Fax#617-727-7749 r!m,;epA 5_26-05 www.mass.gov/dia I - Town of Barnstable _ atio Regulatory Services Thomas F.Geiler,Director Mass. 9` . i4� M, Building v�9''a`�� Division �o + Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be.done by registered contractors,with certain exceptions,along with other requirements. Type of Work: 0e1A4_(Q> �c cA, Estimated Cost �� Address of Work: Owner's Name: Date of Application: t (0 )�- I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑B lding not owner-occupied wner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH,UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR D Owner's Name Q:forms:homeaffidav RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 s p, 0-27 Alterations/Renovations $50.00 Change of Contractor/Builder $25.0.0 FEE VALUE WORKS19EET -NEW LIVING SPACE / square feet x$96/sq,foot= 2 U x.0041= 3 r plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXIST]NG SPACE.. square feet x$64/sq,foot= x.0041= plus frombelow(if applicable). QARAGES-(attached&detached) �� 7 ( o square feet x$32/sq.&_�$ 2 .0041= 5� x � ACCESSORY STRUCTURE>120 sq.ft. 2_ I U 12 5 >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS l Open Porch I _x$30.00= (� (number) Deck I x$30.00= 3 �> (number) r-. (number) Inground Swimming Pool $66.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 ; (plus above if applicable) Permit Fee BC CALC®2003 DESIGN REPORT - US Thursday,October20,2005 16:31 Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: BC CALC Project: FB01 Job Name: Lamb Description: Beam over covered porch Address: 49 Ansel Howland Rd Specifier: City,State,Zip:Centerville, Ma Designer: Bill Campbell Customer: Mike Lamb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-5 psf 110 psf Tributary 02-00-00 xb - bya .r r':f • d „ .�, ) . rk �h �c, a +' .f "f ..a �.E IWAR 0-06- 12-06-00 01-06-00 Ef1 B2 -1073 Ibs LL 1245 Ibs LL 621 Ibs DL 729 Ibs DL Total Horizontal Length-14-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 14-06-00 Live 5 psf 02-00-00 100% Member Type: Floor Beam Dead 10 psf 02-00-00 '90% Number of Spans: 3 1 Shed roof Unf.Area Left 00-00-00 14-06-00 Live 35 psf 04-03-00 115% Left Cantilever: Yes Dead 15 psf 04-03-00 90% Right Cantilever: Yes Controls Summary Slope: 0112 Control Type Value %Allowable Duration Load Case Span Location Tributary: 02-00-00 Moment 4861 ft-Ibs 30.3% 115% 5 2-Internal Neg. Moment -283 ft-Ibs 1.8% 115% 3 2-Right Cont.Shear 1396 Ibs 18.9% 115% 7 2-Right Total Load Defl. U550(0.273") 43.6% 5 2 Live Load: 5 psf Live Load Defl. U860(0.174") 41.8% 5 2 Dead Load: 10 psf Total Neg. Defl -0.104" 20.8% 6 3-Right Support Partition Load: 0 psf Max Defl. 0.273" 27.3% 5 2 Duration: 100 Notes Disclosure Design meets User specified(U240)Total load deflection criteria. The completeness and accuracy of Design meets Code minimum(2xU240)Live load deflection criteria for cantilever spans due to roof loads. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria for non-cantilever spans. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for 131 is 3". particular application. The output Minimum bearing length for B2 is 3". above is based upon building Entered/Displayed.Horizontal Span Length(s)-=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design products must be in accordance Member has no side loads. with the current Installation Guide and the applicable building codes. Connectors are: 16d Sinker Nails To obtain an Installation Guide or if you have any questions,please call .a=2„ d (800)232-0788 before beginning b;=3„ ' b I product installation. c=2-3/4" BC CALC®, BC FRAMERS, BCIS, d=12" BC RIM BOARD- BC OSB RIM • —�• • /j� � BOARD-, BOISE GLULAM—, C VERSA-LAMS,VERSA-RIMS, VERSA-RIM PLUSS, VERSA-STRAND'"', • • VERSA-STUDS,ALLJOISTS and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 e BC CALC®2003 DESIGN REPORT - US Thursday,October 20,200516:34 Double 1 3/4" x 11 7/8" VERSA-LAM® 3100 SP. File Name: BC CALC Project: F1302 Job Name: Lamb Description: Beam supporting ceiling over family rm Address: 49 Ansel Howland Rd Specifier: City,State,Zip:Centerville, Ma Designer: Bill Campbell Customer: Mike Lamb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-10 psf 11.0 psf Tributary 17-06-00 e BO B1 1298 Ibs LL 1298 Ibs LL 1385 Ibs DL 1385 Ibs DL Total Horizontal Length-14-10-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 14-10-00 Live 10 psf 17-06-00 100% Member Type: Floor Beam Dead 10 psf 17-06-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 9948 ft-Ibs 46.8% 100%_ .2 1 -Internal Slope: 0/12 Neg.Moment 10 ft-Ibs n/a 100% Tributary: 17-06-00 End Shear 2325 lbs 28.9% 100% 2 1 -Left Total Load Defl. U441 (0.403") 54.4% 2 1 Live Load Defl. U912(0.195") 39.5% 2 1 Max Defl. 0.403" 40.3% 2 1 Live Load: 10 psf Dead Load: 10 psf Notes Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 100 Design meets Code minimum(L/360)Live load deflection criteria. s Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as . evidence of suitability for a Connection Diagram particular application. The output Consult project design professional of record or BOISE technical representative for connection design above is based upon building Member has no side loads. code-accepted design properties and analysis methods. Installation Connectors are: 16d Sinker Nails of BOISE engineered wood products must be in accordance a=2" d with the current Installation Guide = , . -b- and 1 1 and the applicable building codes. c=3 3 a To obtain an Installation Guide or if d=12 • • •-- you have any questions,please call -- (800)232-0788 before beginning j\ product installation. C BC CALC®, BC FRAMER®, BCI®, / BC RIM BOARD- BC OSB RIM BOARD- BOISE GLULAM- • • VERSA-LAW,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTM', VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 L SO®NSE, BC CALC® 2003 DESIGN REPORT - US Thursday,October 20,2005 16:36 Single 14". BCI® 9O0S SP File Name: BC CALC Project:J01 Job Name: Lamb Description: Joist_over garage Address: 49 Ansel Howland Rd Specifier: City,State,Zip:Centerville, Ma Designer: Bill Campbell Customer: Mike Lamb Company: Shepley Wood Products Code reports: NER 594, ICBO 5208 Misc: 7 Standard Load-40 psf 110 psf OC Spacing 16" ,"X� _ rt,»°' , BO, 1-3/4" B 1, 1-3/4" 640 Ibs LL 640 Ibs LL 213 Ibs DL 213 Ibs DL Total Horizontal Length-24-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End . Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 24-00-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16 90% Number of Spans: 1 1 wall Conc. Lin. Left 05-00-00 05-00-00 Live 0 plf 16" 90% Left Cantilever: No Dead 40 plf 16" 90% Right Cantilever: No 2 wall Conc. Lin. Right 05-00-00 05-00-00 Live 0 plf 16" 90% Dead 40 plf 16" 90% Slope: 0/12 OC Spacing: 16" Controls Summary Repetitive: Yes Control Type Value %Allowable Duration Load Case Span Location Construction Type:Glued Moment 5067 ft-Ibs 48.8% 100% 2 1 -Internal Neg. Moment O ft-Ibs n/a 100% Live Load: 40 psf End Reaction 853 Ibs 58.9% 100% 2 1 -Left Dead Load: 10 psf Total Load Defl. U499(0.577") 48.1% -2 1 Partition Load: 0 psf Live Load Defl::.• <U663(0.435") 72.4% 2 1 Duration: 100 Max Defl. 0.577" 57.7% 2 1 Span/Depth 20.6 n/a 1 Disclosure The completeness and accuracy of Notes the input must be verified by anyone Design meets Code minimum(U240)Total load deflection criteria. who would rely on the output as Design meets User specified(U480)Live load deflection criteria. evidence of suitability for a Design meets arbitrary(1")Maximum load deflection criteria. particular application. The output Minimum bearing length for BO is 1-3/4". above is based upon building Minimum bearing length for 61 is 1-3/4". code-accepted design properties Entered/Displayed Horizontal Span.Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. - To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC@, BC FRAMER®, BCIG, BC RIM BOARDTm, BC OSB RIM BOARDTm, BOISE GLULAMTm, VERSA-LAM@,VERSA-RIMS, VERSA-RIM PLUS@, VE RSA-STRAN D'rm, VERSA-STUDS,ALLJOIST@ and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BC CALC® 2003 DESIGN REPORT - US Thursday,October 20,2005 16:49 Double 1 3/4" x 9 1/2" VERSA-LAM(g) 3100 SP File Name: Mike Lamb.BCC: FB03 Job Name: Lamb Description: over opening between kitchen/family rm Address: 49 Ansel Howland Rd Specifier: City,State,Zip:Centerville, Ma Designer: Bill Campbell Customer: Mike Lamb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1 I I I I g I I I- I 2 I I I. Standard Load-40 psf 110 psf Tributary 01-04-00 AL AL BO 61 1468 Ibs LL 612 Ibs LL 1709 Ibs DL 857 Ibs DL Total Horizontal Length-07-04-00 General Data Load Summary .Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 07-04-00 Live 40 psf 01-04-00 100% Member Type: Floor Beam Dead 10 psf 01-04-00 90% Number of Spans: 1 1 gable Trapezoidal Left 00-00-00 - Live . 0 plf n/a 90% Left Cantilever: No 07-04-00 Live 0 plf n/a 90% Right Cantilever: No 00-00-00 - Dead 80 plf n/a 90% 07-04-00 Dead 130 plf n/a 90% Slope: 0/12 2 ceiling Unf.Area Left 00-00-00 07-04-00 Live 10 psf 01-04-00 100% Tributary: 01-04-00 Dead 10 psf 01-04-00 90% 3 roof Unf.Area Left 00-00-00 07-04-00 Live 30 psf 01-04700 100% Dead 15 psf 01-04-00 90% 4 FB02 Conc. Pt. Left 01-03-00 01-03-00 Live 1298 Ibs n/a 100% Live Load: 40 psf Dead 1385 Ibs n/a 90% Dead Load: 10 psf Partition Load: 0 psf Controls Summary Duration: 100 Control Type Value %Allowable. Duration Load Case Span Location Moment 3847 ft-Ibs 27.6% 100% 2 1 -Internal Disclosure Neg.Moment 0 ft-Ibs n/a 100% The completeness and accuracy of End Shear 2985 Ibs 46.4% 100% 2 1 -Left the input must be verified by anyone Total Load Defl. U1211 (0.073") 19.8% 2 1 who would rely on the output as Live Load Defl. U2733(0.032") 13.2% 2 1 evidence of suitability for a Max Defl. 0.073" 7.3% 2 1 particular application. The output above is based upon building Notes code-accepted design properties Design meets Code minimum(U240)Total load deflection criteria. and analysis methods. Installation Design meets Code minimum(U360)Live load deflection criteria. of BOISE engineered wood Design meets arbitrary(1")Maximum load deflection criteria. products must be in accordance Minimum bearing length for BO is 1-1/2". with the current Installation Guide Minimum bearing length for B1 is 1-1/2". and the applicable building codes. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing To obtain an Installation Guide or if you'have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAMTM', VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM, VERSA-STUDS,ALLJOISTO and AJSTM'are trademarks of Boise Cascade Corporation. Page 1 of 2 aoiswBC CALL® 2003 DESIGN REPORT - US Thursday,October 20,2005 16:49 Double 1 3/4" x 9 1/2" VERSA-LAM(E) 3100 SP File Name: Mike Lamb.BCC: FB03 Job Name: Lamb Description: over opening between kitchen/family rm Address: 49 Ansel Howland Rd Specifier: City,State,Zip:Centerville, Ma Designer: Bill Campbell Customer: Mike Lamb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. y Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails d b=3" c=2-3/4" a~ d=12" — • — • C Page 2 of 2 ®BOISE" BC CALC®2003 DESIGN REPORT - US Tuesday, November 01,2005 11:43 . Single 9 1/2" AJSTm 20 MSR File Name: Mike Lamb.BCC:J03 Job Name: Lamb Description: 1st floor joist Address: 49 Ansel Howland Rd Specifier: City,State,Zip:Centerville, Ma Designer: Bill Campbell Customer: Mike Lamb Company: Shepley Wood Products Code reports: ISR-1144 Misc: Standard Load-40 psf 110 psf OC Spacing 16" Jw 12-00-00 Ak 12-00-00 Ak BO, 1-1/2" 131,3-1/2" B2, 1-1/2" 280 Ibs LL 800 Ibs LL 280 Ibs LL 60 Ibs DL 200 Ibs DL 60 Ibs DL Total Horizontal Length-24-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 24-60-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 2 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 1200 ft-Ibs 35.3% 100% 2 2-Left Slope: 0/12 Neg. Moment -1200 ft-Ibs 35.3% 100% 2 1 -Right OC Spacing: 16" End Reaction 340 Ibs 29.7% 100% 4 1 -Left Repetitive: Yes Int. Reaction 1000 Ibs 34.1% 100% 2 2-Left Construction Type:Glued Cont.Shear 500 Ibs 43.1% 100% 2 2-Left Total Load Defl. L/1556(0.093") 15.4% 4 1 Live Load: 40 psf Live Load Defl. U1796(0.08") 26.7% 5 2 Dead Load: 10 psf Total Neg. Defl. -0.028" 5.6% 5 1 Partition Load: 0 psf Max Deft 0.093" 9.3% 4 1 Duration: 100 Span/Depth 15.2 n/a 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets User specified(U480)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for B1 is 3-1/2". above is based upon building Minimum bearing length for B2 is 1-1/2". code-accepted design properties Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCIG, BC RIM BOARD M, BC OSB RIM BOARDTm, BOISE GLULAMM VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND'"^, VERSA-STUD®,ALLJOISTO and , AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 - i BC CALC®2003 DESIGN REPORT - US Tuesday, November 01,2005 11:42 Single 9 1/2" AJSTm 20 MSR File Name: Mike Lamb.BCC:J02 Job Name: Lamb Description: 1st floor joist Address: 49 Ansel Howland Rd Specifier: City,State,Zip:Centerville,Ma Designer: Bill Campbell Customer: Mike Lamb Company: Shepley Wood Products Code reports: ISR-1144 Misc: Standard Load-40 psf 110 psf OC Spacing 16" .M 7 BO, 1-1/2" 61, 1-1/2" 373 Ibs LL 373 Ibs LL 93 Ibs DL 93 Ibs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 14-00-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 1633 ft-Ibs 48.1% 100% 2 1 -Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% OC Spacing: 16" End Reaction 467 Ibs 40.8% 100% 2 1 -Left Repetitive: Yes Total Load Defl. L/671 (0.25") 35.8% 2 1 Construction Type:Glued Live Load Defl. U839(0.2") 57.2% 2 1 Max Defl. 0.25" 25.0% 2 1 Live Load: 40 psf Span/Depth 17.7 n/a 1 Dead Load: 10 psf Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for 131 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+112 intermediate bearing evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER@, BCIO, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMTM VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND TM, VERSA-STUDS,ALLJOISTO and AJST"9" are trademarks of Boise Cascade Corporation. Page 1 of 1 Ir WAYNE M. KING Journeyman - Electrician #E27568 P.O. BOX 221 SANDWICH, MA 02563 Phone: 888-5838 PROPOSAL SUBMITTED TO DATE � � \ �� 0 -J I�,�5 ADD 1 n ^ PHONE DATE OF PLANS 1� JOB NAME 44 LOCATION ARCHITECT Jc�• c'•` �-L. c�v . ��2v�. C rep JOB PHONE We hereby submit specifications and estimates,subject to all terms and conditions as set fortis on both sides,as follows: \ \ ^.. 0 "� &U s•1 0 1 v< it.A.A e No. .. of . .. Pa' e's g . - �_ (Read 'Bever` ids) r hereby to furnish material.and labor,—.complete. i r once,.with,above specifications, for the sum of: _dollars ►$ ) Note:This proposal may b dfawn by us if Authorized not accepted within .. 'days. :Signature t ,h f 'The f above prices,specifications and con 'ions are satisfactory and are hereby accepted. You are authorized to-do the work as specified. Pay- Signature ment will be made as outlined above. t : Date Signature 4 f All Mottri6l is 666r6nttod t6 bo 65 specified. tAll w6rk t6 bt ttiMjbf6tftd ih 6 w6rkM6nlike MOM& 6&6rdi66 f6 st6d6rd IJr66c65. Amy 61ter61i&i 6r devimimi fr&6 666ve s etifi- t6ti6hs inv6lVin4 ekif6 6sts will be �x6wt6d 6nly upon wrift6A 6eddts,•End will be66;i6 66 6W6 tR6rf 8 6Vet 6hd 6b6ve the estihi6te.. All 66r6etheht$ Orifin66nf up6n stfikis, btcidehfis.6r del6ys bey6Ad bur 666trol. Owner to c6rry fire, t6th6do End tither hetes- s6ry insuf6hce. Our workers are fully cover@d by W6rkmon t C6nip6ris6tioh lhsur6nce. Town of Barnstable P� Regulatory Services • Thomas F.Geller,Director Z 'AMNSTABM MAM Building Division p�E p►+�'� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.ma-us Tice: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION / Please Print- DATB IO1-25��05' JOB LOCATION street village number "HOMEOWNER': �'�-� �1-�'�^'� �•�� �� 15 name home phone# warkpbone# CURRENT MAIi,IIdG ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners_to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFIMTION 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 re`�ponsible for all Stich work performed under the building vermit. (Section I09.1.1) 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 min2Z- jnprocedur6s drequir is and that he/she will comply with said procedures and requSign 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. ., HONMOwNER'S ExENTTION The Code states that Any homeowner performing work for which a building permit is required shall be exempt from the provisions orr of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that sucb Homeowner shall act as supervisor." Marry 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 problem,particularly whcrE the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicens ed personas it would with a licensed Supervisor. The homeowner aging as Supervisor is ultimately responsible. communities require,as art of the ermit application, To ensure that the homeowner is fully aware of his/her responsibilities,many q p p app understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by that the homeowner certify that hdshe several towns. You may care t amend and adopt such a formletrtification for use in your community. [AA�.�fcW tQ.•l� LZ�"�l O l�l ®�. Daniel F Braman, PS- 189 Harbor Point Rd Cammagaid MA 02637-0361 A-q C 6 aTF,pw c L-L:e A R 4o ,c12 Ll s C w ccp rc 2. OF DANIEL E. BR+ AN 0 STIR L ► - ..- M\Ocojet V&-o't L t k1ti't5 ``'SiONK E�� Co�.y►-ltJS �-�O �roc��t +��S . 2 , Q. o Q_ �-x�-o��¢ 5 Z 0.��-T�RArt� T� � t c•i� r4- �",w. RAMSBEAM V2. 0 - Gravity Beam Design Licensed to: Ilan Braman, P.E. Job: Lamb. Residence, Centerville Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W16X40 Fy = 36. 0 ksi Total Beam Length (ft) = 24 . 50 fTop Flange Braced By Decking LOADS: Self Weight = 0. 040 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 3 . 00 0 . 73 0 . 00 1 . 25 Yes Yes Line Loads (k/ft) : Distl Dist2 DLl DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 24 . 50 0. 405 0 . 405 0. 000 0. 000 0 . 840 0. 840 SHEAR: Max V (kips) = 17 . 48 fv (ksi) = 3. 58 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 99. 4 12 . 1 0. 0 1. 00 18 . 44 24 . 00 18 . 44 24 . 00 Controlling 99. 4 12 . 1 0 . 0 1 . 00 18 . 44 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 6. 09 5.54 Max + LL reaction 11. 38 10. 44 Max + total reaction 17 . 48 15. 98 DEFLECTIONS: Dead load (in) at 12 . 25 ft = -0.249 L/D = 1178 Live load (in) at 12 . 25 ft = -0 . 469 L/D = 627 Total load (in) at 12.25 ft = -0. 719 L/D = 409 . ,RAMSBEAM V2. 0 - Gravity Beam Design • 1Z.. Licensed to: pan Braman, P.E. Job: Lamb. Residence, Centerville Steel Code: AISC 9th Ed. SPAN 'INFORMATION: Beam Size (Optimum) = W16X26 Fy = 36. 0 ksi ,^ Total Beam Length (ft) = 19 . 50 �j Top Flange Braced By Decking LOADS: Self Weight = 0. 026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DLl Pre DL2 LL1 LL2 0 . 00 19. 50 0 . 405 0 . 405 0 . 000 0 . 000 0 . 840 0 . 840 SHEAR: Max V (kips) = 12. 39 fv (ksi) = 3. 16 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 60 . 4 9 . 8 0 . 0 1 . 00 18 . 88 24 . 00 18 . 88 24 . 00 Controlling 60. 4 9. 8 0. 0 1. 00 18 . 88 24 . 00 --- REACTIONS (kips) : Left Right DL reaction 4 . 20 4 . 20 Max + LL reaction 8 . 19 8 . 19 Max + total reaction 12 . 39 12 . 39 DEFLECTIONS: Dead load (in) at 9. 75 ft = -0. 161 L/D = 1456 Live load (in) at 9. 75 ft = -0 . 313 L/D = 747 Total load (in) at 9. 75 ft = -0 . 474 L/D = 494 `pp,HEfp�� The Town of Barnstable inP p� BARN BLE. - Department of Health Safety and Environmental Services MASS. 01 �679,pIEDMP�a� Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: L�Yr� Map/Parcel: J 7 Project Address:`-h I knS-Q-I 1404> I CJJ Builder: M ng items were noted on reviewing: -�, © -� 2 v~ 0 av —TAY U W)2'� C�v r ar P l 7 �. Reviewed by: _ Date: q:buildinglorms:review , !� g 7.T dRTT —LINE O7-41 F O.M. L` NEW // ABOVE Z'Q V As STEP ---- — -------- --L— — ;'✓ CO" c,Tcq;�';i� "FIAT INCREASES Q 13Qo r ____ LIVING SPACE -- ANDERSEN C l �!%� F" PER LEVEL MAY REQUIRE THE In o a' f WO SOBS R , 3'.B• I �. JiJ OF 'ADDITIONAL SMOKE DETECT ORO. Q ¢�2.o "L%Y mSHOWENEW A nl1�r np NEW M SEP..RF.-E PERMIT IS RE0.1-';,ED F"?, TF{Fw s N UTILITY e I UN OF SMOKE DETECTO9::-TH,E ELEC T !6,1,'_ t,-m<Do BATH %T SATISFY THIS REQUiREMENT, p o"r 2'6'z BB'. ______1- I PNT.DOOR LINE OF DORMER ABOVE ill_ I a 1 I I<.8 O D•.,1• 8'..- 5'.6' I.'S, B.S. I I B 6 wt As ` NEW A W " LINE DF S.F. D ABOVE ild STUDY Iw (FLAT CEILING) l 14.6x'43 _(923 3 24 >C24 S (o �I A -- a- I W O O U. I I © I tLOlS.I ceAWL I I FAMILY UP I I I tTi�� l a I? Q EXIST. II ROOM KITCHEN II I 0 I I (VAULTED CEILING) 'I �1 u W II I Q A PARTIAL FIRST FLOOR PLAN _______ _:E EI -----IF3=====____ 2a� 24 —� J� I NEW FIRST FLOOR \=1200 S.F. ,.,,.•� NEW SECOND FLOOR =913 S.F. O NEW GARAGE 1 =576 S.F. EXISTING WALLS I CJ � EXIST. j j SHED DORMER NEW b I „ _= CONSTRUCTION TO BE REMOVED Q w DINING Um ABOVE GARAGE J NEW CONSTRUCTION H� � gill r__� _______ a coNGsud rS Z 4I SLOPE 2'TOWARDS r� Z ©NEW SMOKE DETECTOR Q DOOR) �ram) I REUSE I GENERAL NOTES: EXIST. F-1 Q DOOR A I 1.) CONTRACTOR IS TO VERIFY EXISTING CONDITIONS AND DIMENSION I IN THE FIELD PRIOR TO THE START OF WORK SCALE 2.) CONTRACTOR TO REMOVE EXISTING DOORS,WINDOWS, NEW I c WALLS,&ROOFING AS REQUIRED FOR NEW CONSTRUCTION. 1/4"= F-O" E%IST. 4 COVER D A a ,a 3,) ALL NEW CONSTRUCTION TO MATCH EXISTING IN MATERIAL, 4 PORCH /+ As DETAIL,AND FINISH. 0'A/E((Y' / C ^ 1Bd'zMO.H.POOR I IO/I:JI2\/OJ NEW 1V dA JOB N0. COLUMNS T-r T-Y N,. f� CO ky.y� —— APRON L!-\1V11J —— 1 AAA B C L�1_ AB THE ORSIORO OMISSIONS S NOTIFIED IF ANY ERRORS ORSIONSARE FOUND ON DRAWING NO.: THESEDL ORTOSTARTOF ,B'1T S'-0' CONSTRUCTION THEIBUI LDINGCONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT I'6' IN THESE DRAWINGS IF CONSTRUCTION Al <'AI' 74'f1' COMMENCES WITMOLIT NOTIFYING THE DESIGNER Of ANY ERRORS OR OMISSIONS. USE OF THESE DRAWINGS PAES SOELY FOR THE USE OF THE NOTED RECIPIENTS MAY NOT BE USED OTHERWISE UNLESS WRITTEN PERMISSION IS GRANTED BY THE-DESIGNER. z-r rta r.r tas �'-z to-s � m i C A6 Q N ti W m cn til^. E E \ SD - 4 - z � Lo �TN J w C) ¢O u��L� NEW STORAGE o e B A6 A6 NEW ? FAMILY a ROOM DN. W BELOW Qs J I�••,, W U NEW $ QQ EXIST. MEDIA BEDROOM ROOM a ( O Q ¢ � J ACCESS O PANEL EXIST. a Q BEDROOM Q ¢ Ca REPLACE EXIST. WINDOWWINM ANDERSENAWMi(VERIFY IN FIELD) � Z z4nta• z_r --� —_ — LINE Of ALL I SCALE: NOTE:CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS EXIST. BELOW I 1/4"= F-0" WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS WINDOW SCHEDULE b A A6 DATE As I _.___ 10/19/2005 F ER'S UNIT ROUGH OPENING REMARKS F e 2448 2'-6 1/8"x 4'-9 1/4' DOUBLEHUNG C I " JOB NO.: 251 2'-4 718"x 2'-4 7/8" AWNING G ABuvEA6 ❑ LAMB 1 2'.0 518"x 2'-0 5/8" AWNING 2446-2 4'-ll 15/16"x4'-9 1/4" D.H.NARROW MULLION zs B•-a' �'�' DRAWING NO.: 251 2'-0 518"x 2'-4 7l8" AWNING ra z-a• zo•a•2442-2 4'-11 15/16"x 4'-5 1/4"_ D.H.NARROW MULLIONA • JFW 501 4'-ll 3/4"x 1'-7 13/i6" ARCH1/�\\l!/�/I20 2'-0518"x2'-05/8" CIRCLE L SECOND FLOOR PLAN PARTIA24310 2'-6 1I8" DOUBLEHUNG r . 0� z. NEW RAKES TRIM BOARDS 10 MATCH EMST. �N 12 10 TOP OF PLAT Z 0. ■ ■ ■ El w l om�o S,F. SUBFLOOR TOP OF PUTE w aEl 0 ❑ ■ - ' aFI FIST FLOOR 1-7 SUBFI:00_R rr�•,r . r ) 10'DIA.COLUMNS FRONT ELEVATION 12 IExIST. Z ` CONT.RIDGE VENT O w NEW ASPHALT SHINGLES O TO MATCH EXISTING / 1 WLI T IOW FASCIA a f CK E BOARDS TO Iv1ATCH Ex15T. /� N TOP OF PUTE W 2 � Q � Y S.F. SCALE: _SUBFLOOR TOP OF PUTE 1/A — ❑ ❑ ❑ ❑ __ ❑ �TOMATCNER90ARDG 10/1 TD MATGH EXIST. l()/19/2005 NEW W.C.SHINGLE SIDING JOB NO, TO MATCH EXISTING - L q N/1 FIST FLOOR - - UBFLOOR DRAWING NO.:. RIGHT SIDE ELEVATION A3� m CON T.RIDGE VENT z Q Q 12 NEW RAKE 8 TRIM BOARDS rrQ./ Q,N 4F TO MATCH EXIST, - - u—� w p O ADD NEW D.H.WINDOW TO MATCH Q Q EXISTING FOR LIGHTNENTILATION 12 PURPOSES TOP OF PLATE ❑11 R ❑ ❑ ❑ ❑ � �m - r NEW ASPHALT SHINGLES TO MATCH EXISTING 13 NEW FASCIA B FRIEZE SECOND FLOOR BOARDS TO MATCH EXIST. S_UBFLOoR - TOP OF PLATE _ f.1 a oo FIfl ST FLOOR SUBFLOOR REAR ELEVATION x z . 12 ¢ EXIST. S ,� BaF— - C'6 O iOPOF PLATE Q ^ ❑ � ¢ � SECCND FLOOR SUBFLOOR 1'OP OF PLATE _ SCALE NEW CORNER BOARDS W TO MATCH EXIST. 1G'DIA.COLUMNS DA'fL" 10/19/2005 NEW W.C.SHINGLE SIDING TO MATCH EXISTING FIRST FLOOR 'IOR NO.: SUBFLOOR _ 1 A1L IB DRAWING NO., LEFT SIDE ELEVATION A4_ 16'S' M�M1 C NEW 1r DIA.SON OTUBES TO A6aELow GRADE � IF 2-P T.2 x 1G,, 1 Q LD`L N NOTE:DROP TOP OF NEW FOUNDATION (� p TO MATCH NEW SUBFLOOR W/THE L]� 6 F NEW PTf2x6b ie oc EXISTING SUBFLOOR(VERIFY IN FIELD Q Q IF REQUIRED). Q }W�_�o • Lj --------- --- ------- I _ I r ------------ -- 1 NEW r E 4 I I NEW IIXJ j BASEMEN PKT, PKT. b I (WINDOW BASEMENT Q O V L LO WINDOW' I I I 1 I I B �I 9 A6 `L I A6 I I i � i L ' J 1 r"c STEEL LALLD COLUMNS 1 1 I I EW b I 1 y I CONCRETERETE FO-FOOT)Tt I ' ISASEMENT BASEMEN 1 WINDOW WINDOW 1 I 1 I b —r I DRILL 8 PIN NEYVfOUV� ® � —F— - 1 (ili P 6 ecMom� REMOVE EXIST.FOUND.WALLS 124 FOOTINGS,6 CONC.SLAB m EXIST.FOUND. DOUBLE I WALLS a FIGS.Z NA CH 1 O TO REMAIN TO 1 1 O r IDOUBLE DflAWl a �---NEW B"CONC. I—�I w (--------------------- ---1 I FOUND,WALLS w I---NEW 8"X 18" CONC.FOOTINGS O Q NEW 3 CRAWLSPACE I 1 24 X 2� NEW II W I GARAGE 1 OP SLAB EXIST. S I I SLOPEE T 2'TOWAN06 BASEMENT 'T i 000R1 I I w Z 1 REMOVE EXIST.FOUDN,WALLS I 1 . I FOOTINOS.aCONc.SLAB I I SCALE: 1------------------- __-------------- ---------- I 1/4" I -- ----------- 1 I I DATE: 10/19/2005 4 ^1 NEW PT.2x BY I6'u,c. A N I DROP FOUND,WALL I 1 A6 AT o U.0— I JOB NO.: 3.P.T.2.ID• --- ------------ - L."ll\' NEW IT CIA.SO� T'.p'! ————————————————————— -- Aa'R-SELOW OTIAOE i...- --�� - i CONC, NEWIT DIX SONOTUBESTO APRON DRAWING NO.: a'(f'BELOW GRADE- KT G 1'3 7.B' 186 .2096A A6 1eo 2 IT ,'.6' FOUNDATION .PLAN `w N�TFRILDGEVENT NEW ROOF CONST. NEW ROOF CONST. CA PLYWOOD ROOF SHEATHING ASPHALT ROOF SHINGLES 121 2 ` •15LB.FELTPAPER 10 \ \ 2 x B'S®-i B_'o c. - -T'HI.R BATT INSULATION \\\ SLOPED CEILINGS(R=JD) x. \ 91 BATT INSULATION - --- ®FLATCEILINGS ^� TOP OF PLATE x_12RIDGEBOARD _ \\\ _ Z.Q.d' SIMPSON H 25 HURRICANE CLIPS \ ¢N 12 9 1 AT ALL RAFTER ENDS \\ 10 LL -ICEI WATER SHIELD AT BOTTOM \\ ~ uj Q O Jv_OFROOF 2 \ 0 NEW 1 'GYP.BOARD 1 _PROP.A-VENT BETWEEN RAFTERS. \\\\ w Q ON 1,3 STRAPPING NEW MEDIA NEW \\ mew 31 TSG STORAG E - - SU6FLOOR.GLUED I—LED ROOM GE 2 SECSUSOND Lu DOR s14"'ENGINEERED JOISTS.®IB-W� bob .1,_-ENGINEERED JOIST6�_16io�c� TOP OF PLATE w m O TOP OF PLATE _ ✓. 0'� If) CONT-ALUMINUM 5U V G 2'0' CSOFEIT VENTS) 9'(R-W)GATT.INSULATION FFIR OCE OE GYP'80 _ �ON.lx 3STRAPPING0,6'+ - L^ o.c.IN GAGE NEW TYP.WALL CONST. NEW NEW R 1.2x,STDOs�,6'cc. m STUDY - WALL GARAGE 2 llZ'PLYWOOD SHEAnn"G CONST.3.3-tl2(R�13)BATT INSULATIONf 4.1/2'GYPSUM BOARD 5.W.C.SHINGLE SIDING 6.WV VAPOR BARRIER FIRST FLOOR 1 SUBFLOOR �1 4"CONC.SLAB 70P OF PITCH 2'TO O.H.COORS FOUNDATION - '9 12"'ENGINEERED-JOISTS:®,16_o.cw ^3 1314'x91?LVL GIRT NEW iYP Il20[I ANCHOR -TYPICAL3-DIA CRAWLSPACE 1+�1 HBO LLTS®48',e c. STEEL LALLY COLUMN �NEW'B'-CONC �FOUND��., FOUND.WA,,S L__J—TYPICAL 30'x3O'x 12' / T NEW 1W x B' CONCRETE FOOTING LL�4 BUILDING SECTION @ NEW GARAGE °°NC F°DTINGB U W,2x61<EY_ rB-\BUILDING SECTION @..NEW STUDY .. Q NEW ROOF CONST. Q 12 / 0 x Q x tOs 16"o.c. IL 2.1 .®f0t TOP OF PLATE 2 W O -.PARALLAM BELINO SUPPORTOIST6 CEILING / FL / 12 b OP OF PLATE -F'\ TOP OF PLATE _ z z �=2.2..1 NEW W 2 d FAMILY Q r NEW ROOM WALL COVERED SCALE: CONST. PORCH FIRST FLOOR FIRST FLOOR OR SUSFLOOR SUBFI.D l, DATE: 81/7 ENGINEERED JOISTS®16'o.c. Z21 ' 2I0/I /2/�052xCIAFASCIANEW CRAWLSPACE OST BASE r. JOB NO.: LAMB DRAWINGNO.: BUILDING SECTION @ NEW F.R. ASONOTUBESTO ELOW GRADE NOTE.LIDBLCKINGBOAROS,AG L VERIFY ALL ENGINEERED LUMBER �� SOLID BLOCKING W/J/4'SS,LAG BOLTS le.,STAGGERED,USE PLASTIC SPACERS SUPPLIER&IF NECESSARY CONSUL JOIST MANGERS ON BOTH ENDS OF JOISTS ASTRUCTURAL ENGINEER A6 -- p� v)p o r u_ ________ _____1 o - �M O B B DOUBLE W I I DoueLE 4 (� II II 0 II 3 II ---------------„ 2 Q II i Z SC A LE g b a 1/4" q A - _ DATE 10/19/2005 k�.�NEW P(SIZE 6,.FRM:�nEADER AT O:H-DOOR 0 BY MFR� , � JOB NO.: LAMB DRAWING NO.: z<'.� SECOND FLOOR FRAMING PLAN A7 3A 6 JS BP 3J 29{ C A6 L -- --- — — b- Q Z p N D r. N -- -- Leo b LJ-1� a i C.� Ld S N S p w E w< O Q O��L17 B B A6 A6 1 w i (z� 2 R 12 RIDGE BOPRD I ^ Quo � ¢ w a w z SCALE: 1/4"= 1"0" a A DATE: As 10/19/2005 ARAI'.UMBEPM, b �($iL�DBYOTHERS)-N - ry C _ _ __ — — JOB NO.: NOTES: A6 LAMB 1.) ALL ROOF RAFTERS TO BE 2 x 10's UNLESS OTHERWISE NOTED z-s e•P J•.P 2.) USE SIMPSON H 2.5 HURRICANE CLIPS DRAWING NO.: AT ALL RAFTERS ENDS 1zo r.P 29•P za 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS ROOF FRAMING PLAN 780 CD,kR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE ' Manual Trade-Off Worksheet Permit q BuildcrName tke—, � '�'"`� Date ¢� ® ��K11r Checked By . BuildcrAddras t_K Site Address ' .► U([(P Zone 12 ❑13 ❑14 Date Submitted By Phone PROPOSED REQUIRED L. Ceilings:Skyli¢hts:and Floors Over Outside Air Required Insulation; x NetArea U-Value Description R-Value U-Value UA (Table J6.2.2h) x Area UA Ceiling : 43S 1�3 '73 .a (rable J6=a) Floor Over Outside Air (Table J6232) . f -77 :.. . . . .-Total Area Waits.Windows:and Doors -- -, Ltsulatton x b Let Required Dcscri tion R-Value U-Value Area �U+A�y U•Value Gx�Ama UA�7 Walls (:� {t7•T (TableJ6wif�.2.2bcd) ►0^� �� �-v. (NFRC cr Tabic J1.53a) r . J 6a —~ f�•� Doors -- r l% (NFRC or Table J 133b) Sliding Glass Doors WitC orTable l"3a) '[ ' fF tN . . Total A— t F12M and Foundations Insulation Insulation R- x Ana or F RcquircC Description Depth Value U-Value Perimeter .-UA U-Value x Arc -UA . Floor Over Unconditioned (fable 5 J622e) t� ro7ZW 66.3 t05 I(Or Basement Wall (Table J621f) fe Unbated Slab R able J6 22 ) in Heated Slab crane J6.2.2a) law fe Told Prgwsa UA not 61 teu Total ?dq • —+ Total dua or cTW to Told(orA�reQ AcgWned VA proposed UA �T 1'� OR Re uutrd UA xs Q Statement of Compl'uan=The ptoposod badn+g desip rePresented in .—►Adjusted t air dm-wwrra 1:c&v&teW rrttk slur baq Wp&vM specUkudorm and od cdculations submitted with clue ion Rqulnd UA rcr ` LlJ �L901L - Cdw�i A C3 i!� l Sugden/Designer Company Name Dati 76022 780 CMR-Sixth Edition 2/20/98 (Effective 3/lt98) I ENERGY CONSERVATION APPLICATION FORM FOR. LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMRAppendix J AWCM�, Applicant Name: ✓�`�-C. L 44— '7 Site Address: I S� ROAT Applicant Address: fv .4M,� City/Town: LN'1�QUIG-i M A Lie atC� MA- Use Group: y �Z Date of Application: 16 0 Applicant Phone: S"-36 `.rt -7 FsS ,C� Applicant Signature: Compliance Path(check one): ❑ Prescriptive Package(Limited to I-or 2-family wood frame buildings heated with fossil fuels onCyT� Package(A through KK from Table J5.2.1b): Heating Degree Days(HDD65) from Table J5.2.1a: (For items d. through i., fill in all values that apply from Table J5.2.1b:) a. Gross Wall Area sq.ft f. Wall R-value R- - e b. Glazing Area' sq.ft. g. Floor R-value R- c. Glazing%(100 x b-a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE Component Performance: "Manual Trade-Off" (Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) Zone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-Off Worksheet, if applicable] rl MAScheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY- a. Gross Wall+Ceiling Area sq.ft. b.Glazing Area' sq.ft. c.Glazing%(100 x b a) —% ❑ ADDITION with Glazing % (c.) up to 40% may use 780 CMR Table J1.1.2.3.1 below: MAXIMUM U-value MINIMUM R-Values Fenestration' Ceiling' Wall Floor Basement Wall Slab Perimeter,De th 0.39' R-37 R-13 R-19 R-10 R-10,4 ft i Glazing Area may be either Rough Opening or Unit dimensions. z Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 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.) ❑ "SUNROOM" addition (greater than 40% glazing-to-wall and ceiling gross area) Attach"Consumer Information Form"from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved ❑ Denied�❑ Date of Approval/Denial: Reason(s)for Denial: (provide additional details as needed on back side) I � <,1►.tGL.C- FAMtt-'� - �• B��2ooM - ��.� �'. 1,10 GAtZBA( E ..6;LwDE2 li DN%L. FLOW 110 X4 = 44Z G•Pp $ i. 'i SEPTIG TAti1K = 440xl5o% = -660 G.P. 0%5Po5�t_ PIT �5E2- lv oo GAL. PItS�l�sPIJ5l DtP 2a S t DIWALL A2CA = 1�o S.c aA4W 150 5.E -5 = 3? 5 G.P� s ' �-� AaeA 0, 11 BOTTOM .AQEA= APT- PST # r p !� rjo S•F x t o = 50 G.P'o -*I to 'ToTA I- o v--51GN = 42 5 C�.P D. 92da $So APP \ n i -TOTAL DA 1 L '�' F�-C>W = 4.40 G.po PE2GOLA.T10ti1 GZATE a 1' .iN 2MIN OR LESS - ���� IS,avc� a` GF " OF RiCHAR A. a o BAXTER u JONES--' �+ - li Na 24048 No. 25100 O STSR�b� c� / TOP FNU= 60 -— 57 ISOCO INJ. '.'.0W.,O1L n DI T. Z� G. gUX. lu CiEPTIG l000 !N� $G% -TANK GDL. . L.EAGt1 (�eavt�.. P►TS tr1.V. . INJ. � • Will! �•2 '�'•�. �i I'/3/9•I�� ,! T, STvNE I. Sg1,�D• •GE2T(FtGD PL,o'I^ Pl-A►�•! PRUFILf✓ L04471011J C�TUZV IL-L_ �o. .SGALE �7GAL.E �N Sv Va.-r� o I,U�TL. P L A N i C.E ciT t F Y 'T N AT T N T�ov►3�aTT U�4 5>�10 4YN ' ` NE2Eo>J GoMPLYS yJITN'TH.E slvEL:ct� Le AuD 5t i"r5AC. 2.6Qu►Q.EME.N'f -TOWN Off. A57-AP-ILS AND 1S 3 LOGp.TED `WITNItJ "r E F 000 PL/a.CW !�K B AXT E cZ.a t•.L Y E I N REG I'.S'[iGtZ6•D't.A1•t.D S��`�EYoe3 -T%At5 P L& o►d A os'rC-9VILLE 1W,5-T'2.uMENT yuQV y -T orr5F-75 6WOUL'D Ll.. �� �IeGf�T[� .nETERJ^11.1 1`.o.T. .t^it-tE�j aPPI_{GP.�.T�._ r} 411 49 Ansel Howland , Centerville 12/23/05 1 R L 49 Ansel Howland , Centerville 12/23/05 ,`�`,:R t .� a. .i 4 . � � - � �,; ,,��,1,��T,r;�_ � ..�u';,, .,tt,;-;-i.a r �` >' !i' s III i 7 ._4. - :i,' ; �_ �� ��• 1 .I i. ,��� ` ♦4 � , ' # • - }. .,,,' 7NY! ' • • BOISE- Single 9-1/2" AJSTm 20 MSR Joist1J04 BC CALCO 9.2 Design Report-US 3 spans I No cantilevers 1 0/12 slope Wednesday, December 14, 2005 10:12 Build 141 16"OCS I Repetitive Glued&nailed construction File Name: Mike Lamb.BCC Job Name: Lamb Description: J04 Address: 49 Ansel Howland Rd Specifier: City, State,Zip: Centerville, Ma Designer: Bill Campbell Customer: Company: Shepley Wood Products Code reports: ESR-1144 Misc: a ,% .ram- ,r3 ,� 3,,;." rti � � s'.,�" ,.r.;�. ✓- r.. 14-00-00 12-00-00 05-00-00 " BO,2-1/2" B1,3-1/2" B2,3-1/2" B3,2-1/2" LL 324 Ibs LL 829 Ibs LL 604 Ibs LL 182 Ibs DL 75 Ibs DL 206 Ibs DL 116 Ibs DL 16 Ibs Total Horizontal Product Length=31-00-00 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 Left 00-00-00 31-00-00 40 psf 10 psf 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1139 ft-Ibs 33.5% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -1322 ft-Ibs 38.9% 100% 18 1 -Right be verified by anyone who would rely on End Reaction 386 Ibs 33.7% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 1015 Ibs 34.7% 100% 18 1 - Right particular application.Output here based 0 0 on building code-accepted design Cont. Shear 548 Ibs 47.2/0 100/0 18 1 - Right properties and analysis methods. Uplift 102 Ibs n/a 16 3- Right Installation of BOISE engineered wood Total Load Defl. U1107 (0.15") 21.7% 14 1 products must be in accordance with Live Load Defl. U1340 (0.124") 35.8% 14 1 current Installation Guide and applicable Total Neg. Defl. -0.031" 6.2% 14 2 building codes.To obtain Installation Guide Max Defl. 0.15" 15.0% 14 1 or ask questions, please call Span/Depth 17.5 n/a 1 (800)232-0788 before installation. BC CALCO, BC FRAMERO,AJSTM, %Allow %Allow ALLJOISTO, BC RIM BOARDT°,BCIO, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTM SIMPLE FRAMING BO Wall/Plate 2-1/2"x 2-1/2" 399 Ibs 15.0% n/a Spruce-Pine-Fir SYSTEMO,VERSA-LAM@,VERSA-RIM B1 Beam 3-1/2"x 2-1/2" 1035 Ibs 15.8% n/a Versa-Lam 1.7 PLUSO,VERSA-RIM®, VERSA-STRAND ,VERSA-STUD®are B2 Beam 3-1/2"x 2-1/2" 720 Ibs 11.0% n/a Versa-Lam 1.7 trademarks of Boise Wood Products, B3 Wall/Plate 2-1/2"x 2-1/2" 198 Ibs 7.4% n/a Spruce-Pine-Fir L.L.C. Cautions Uplift of 102 Ibs found at span 3-Right. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 ti Daniel L Braman,PE 189 Harbor Point Road Cummaquid,MA 02637-0361 Phone(508)362-0016 November 18, 2005 Project: 28705 Ann Marie&Mike Lamb Residence 49 Ansel Howland Road, Centerville, MA For: Willy Planinshek (508) 246-1476 EVALUATION OF STRUCTURAL INTEGRITY OF VAULTED CEILINGS WITH COLLAR TIES On Nov. 17th I evaluated drawings for the above residence in regard to the vaulted ceiling with collar ties. Roof slope is 11 in 12 and 6 in 12.This is greater than 3 in 12, therefore a minimum of 1x6 collar ties are required, 48" o.c. (rafters are 16" o.c.) Ties are to be located in the upper third of the height of the roof measured from the sill plate to the ridge. This is in accordance with the MASS State Building Code 3608.2.3.2. I find that the roof structure (2x10 rafters @ 16" o.c., lx6 collar ties @ 48" o.c., 2x8 @ 16" o.c. ceiling joists, and 2x12 ridge board) is sufficiently strong to support all expected imposed loads. OF �Isf d o 4 DANIEL E. ��p • 1 BRAMAN S '4 ETRUC(URAL o oUAL BOISE' Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam\R1301 BCiCALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Wednesday, December 07, 2005 07:50 Build 141 File Name: M Lamb Ansel HaI.BCC Job Name: Description: RB01 Address: 49 Ansel Hallett Road Specifier: City, State,Zip: Centerville, MA Designer: Joe Madera Customer: Mike Lamb Company: Shepley Wood Products Code reports: ESR-1040 Misc: �0 12 " �liaHiatx'- h - 14-00-00 BO,3-112" B1,3-1/2" DL 2354 Ibs DL 2354 Ibs SL 3763 Ibs SL 3763 Ibs Total Horizontal Product Length=14-00-00 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 Left 00-00-00 14-00-00 15 psf 25 psf 21-06-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 20029 ft-Ibs 60.0% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 4842 Ibs 45.2% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U393(0.413") 45.7% 3 1 output as evidence of suitability for Live Load Defl. U640(0.254") 37.5% 3 1 particular application.Output here based Max Defl. 0.413" 41.3% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 11.6 n!a 1 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" 6116 Ibs 68.9% 66.6% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 6116 Ibs 68.9% 66.6% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMERO,AJS-, Cautions ALLJOISTO,BC RIM BOARD-,BCIO, BOISE GLULAM- SIMPLE FRAMING Column at Bearing BO analyzed for bearing only,column analysis has not been performed. SYSTEM@,VERSA-LAM@,VERSA-RIM. Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. PLUS@,VERSA-RIM@, VERSA-STRANDTm,VERSA-STUD@ are Notes trademarks of Boise Wood Products, Design meets Code minimum(U180)Total load deflection criteria. L.L.C. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope=0,consider drainage. Connector Manufacturer: Simpson Strong-Tie, Inc. Connection Diagram ►{ b �—d —m-11 a a minimum= 1-1/2"c= 11" b minimum=4" d=24" e minimum= 1" Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are:SDS 1/4 x 3-1/2 ��$E_ Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 BG"CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Wednesday, December 07, 2005 07:50 Build 141 File Name: M Lamb Ansel Hal.BCC Job Name: Description: FB01 Address: 49 Ansel Hallett Road Specifier: City, State,Zip: Centerville, MA Designer: Joe Madera Customer: Mike Lamb Company: Shepley Wood Products Code reports: ESR-1040 Misc: BO,3-1/2" B1,3-1/2" LL 240 Ibs LL 240 Ibs DL 1307 Ibs DL 1307 Ibs SL 1881 Ibs SL 1882 lbs Total Horizontal Product Length=12-00-00 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 Left 00-00-00 12-00-00 40 psf 10 psf 01-00-00 2 Conc. Pt. Left 06-00-00 06-00-00 2354 Ibs 3763 Ibs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 18667 ft-Ibs 76.3% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 3350 Ibs 36.9% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U373(0.372") 64.4% 2 1 output as evidence of suitability for Live Load Defl. U603(0.23") 59.7% 2 1 particular application.Output here based 0.372" 37.2% 2 1 on building code-accepted design Max Defl. Span/Depth 0.37 n 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" 3429 Ibs 38.6% 37.3% Spruce-Pine-Fir ask questions,please call (8 B1 Post 3-1/2"x 3-1/2" 3429 Ibs 38.6% 37.3% Spruce-Pine-Fir 00)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARDT"' BCI®, Cautions BOISE GLULAM- SIMPLE FRAMING Column at Bearing BO analyzed for bearing only,column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. PLUS®,VERSA-RIM®, VERSA-STRAND-,VERSA-STUD®are. Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connector Manufacturer: Simpson Strong-Tie, Inc. Connection Diagram f b Fs—d as I c _ e a minimum= 11--1/2"c=8-7/8" b minimum=4" d=24" e minimum= 1" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:SDS 1/4 x 3-1/2 7 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map N Parcel � �.Jf, Permit# Health Division 2 "� � Date Issued �? Conservation Division Y/ Application Fee Tax Collector �� ���9���- Permit Fee 3�,5 - X-P Treasurer �r SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE S Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AN[ Historic-OKH Preservation/Hyannis Project Street Address '1 f \Ivy C-COw yc N Village Owner Address INJO Telephone _ l'�—LQS_?5B��C� kkovna Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District_ Flood Plain Groundwater Overlay Project Valuation �����CC, Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single mily Two Family ❑ Multi-Family(#units) w r-- Age of fjistincflptructur Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basemen Type, Full CD❑Crawl ❑Walkout ❑Other Basement Finished Area "'ft) Basement Unfinished Area(sq.ft) Number'of:Baths Full"i existing ✓ new Half:existing new Number ofedr oms: esting new CD �-J 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 ❑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 / BUILDER INFORMATION Name__i�Qk) f ki e- l:-U�- kJV Telephone Numbe �� / Address�C, License# Home Improvement Contractor# DD 3 1 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO t SIGNATURE DATE T`', AP ` FOR OFFICIAL USE ONLY ' PERMIT NO. DATE ISSUED r r � MAP/PARCEL NO. i ADDRESS rm VILLAGE OWNER DATE OF INSPECTION: *� FOUNDATION ! FRAME INSULATION FIREPLACE 3 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH R �, FINAL CS" GAS: ROUGH,- FINAL , FINAL BUILDING rG DATE CLOSED OUT u c ASSOCIATION PLAN NO. - . The Commonwealth of Massachusetts . .... -- ,Department of Industrial Accidents -- Offica OfONS1ig0ons . = - 600 Washington Street --_ Boston,Mass. 02111 Workers' COMIDensation Insurance Affidavit WMA Lp� Fj hone# 8 I am a homeowner performing work myself. I am.a sale proprietor and have no one workingin ca act rkers' com ensation for my emplapees worlong an this job. 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I do k-ereby-certifyunderthe paints and p alties-of-perjury th�the-information-proaddedabnveisscu crid cP�orlert Date14i� _[ •rJ —� . 'one# Ph . iN1 t name .Prin omcid use oraY do not write in this area to be completed by city or town offtdal • 'perndi/1icewe# OBufldingDepartment dty or town: ❑Licensing Board 05electmen's Office ❑checkif immediate response is required ElHealthpepartment ❑Other contact perso r phone#; n: ram.{f 9/95 P7?J Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"Iaw", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner.of a . dwelling house having not more than three apartments and who resides therein;-or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant theretd 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 ar 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, neitherthe' commonwealth-nor any of its political subdivisions shall enter into any contract for the performance of public work until. acceptole 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 situatio) ease supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Depart irance coverage. Also be sure to sign and ent.of Industrial Accidents for confirmation of insu date the affidavit. The•affidavit should'be returned to the city or town that the application for the permit or license is not the Department of Industrial Accidents. Should you have any questions regarding the"law o �if yQu being requested, eP _ _ _... are regnired.to obtain a workers' compensation policy,please call'ttie Department at the number listed below.: City or.Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Ple�se� be sure to fill in tlie.pennit�license number wliich will. a used as a refei to eilce number..Tfie:affidavits inay be'r n •a. the Depa a by .o'r`-FAX iii less other arraiigem"ents have been made: r . ,. _.. The Office of Investigations would like to thank you in advance for you cooperation and should you have�estions. . Please do not hesitate to give us a'call. The Department's address,telephone and fax number. The'Commonwealth Of Massachusetts .Department of Industrial Accidents Office of Investigatlons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 I °FZIiE 1pjY Town of Barnstable ti Regulatory Services &MMS'AsLE. " Thomas F.Geiler,Director n:nss. tAk Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date b, '0c7 AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Estimated Cost Address of Work: 0 wt-1t)40010 1ko i Owner's Name: 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 �910wner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. Date 0 's ame Q:forms:homeaffidav C i NOTE:not all symbols will appeaIona map # 37 q=z GOLF COURSE FAIRWAY -� EDGE OF DECIDUOUS TREES 1 EDGE OF BRUSH MAP1 t_ _ -ORCHARD OR NURSERY 20 l o-o--o--o EDGE OF CONIFEROUS TREES V r J _ MARSH AREA i 4 ' ``�'`_ _ EDGE OF WATER _ _ _ = DIRT ROAD DRIVEWAY PARKING LOT �— PAVED ROAD —__ = DRAINAGE DITCH PATH/TRAIL \ PARCEL LINE MAP 172 MAPiio F—AMP# 21 E—PARCEL NUMBER - #1/40 F—HOUSE NUMBER 219 — 2 FOOT CONTOUR LINE # 49 0 10 FOOT CONTOUR LINE Elevation based on NGVD29 X4.9 SPOT ELEVATION 1 00o STONE WALL PI 2 -X—X— FENCE / RETAINING WALL 21, RAIL ROAD TRACK 158 �-� STONE JETTY / SWIMMING POOL MAP 172 MA 172 PORCH/DECK ' n n 0 BUILDING/STRUCTURE L/ L/ 2 DOCK/PIER # 61 # 54 HYDRANT e VALVE ® MANHOLE -O POST OFP FLAG POLE T O W N O F B A R N S T A B L E G E O G R A P H 1 C 1 N F O R M A T 1 O N S Y S T E M S U N 1 T p SIGN ® STORM DRAIN x PRINTED SCALE:IN FEET *NOTE:This map is an enlargement of a **NOTE:The parcel lines are only graphic representations DATA SOURCES:Planimetrics(man-made features)were interpreted from 1995 aerial photographs by The James o TOWER 1"=100'sale map and may NOT meet of property boundaries.They are not true locations,and W.Sewall Company.Topography and vegetation were interpreted from 1989 aerial photographs by GEOD ar UTILITY POLE w ` 0 20 40 National Map Accuracy Standards at this do not represent actual relationships to physical objects Corporation. PlanimeMcs,topography,and vegetation were mapped to meet National Map Accuracy Standards LIGHT POLE O ELECTRIC BOX r 1 INCH=40 FEET* enlarged scale. on the mop. at o sale of 1°=1 OO'. Parcel lines were digitized from FY2002 Town of Barnstable Assessors tax mops. Town of Barnstable yP�OFTHE Tp��� Regulatory Services * Thomas F.Geiler,Director * BARNSTABLE, 9 MASS. 1679. Building Division TfD � Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Q� Please Print DATE: �I — JOB LOCATION:. number streets - ` Q village "HOMEOWNER': L� �v'� � _ sps'SP name O, ,n home phone#F work phone# CURRENT MAILING ADDRESS: Ai�ri/Y 0- city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as su ervisor. 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"assu nes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger,will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed' Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt Lie) AW ra 4 f� SPF 0/400-4 k e t/AA , V �G 3�- :3,;, �e c+ 60 ` '� tiers - An h ' e�'ftss� otal Unit:t'erforniance �-.•� �"••� �� AndersenO Prod t Fre chw ® uct:, tl•` ..��' ��IOt'�,� tNR°'�a: iC:�NR°� NR'�„ � 1" { ood Hued paHow`1joO Residential(Res)138-i Q.33 f °Non-Residential NR; 82's ,="-,' ` ' ( ).,40'x98' YP Ox4213 0.23 *a0 0 37 0 999'. 020y €r Frenchwood Outswit r 0 39 03 - 0 35 _t0 35�" 0 35 30 0.36 ks 'Residentlal(Res)-38yx82.y` ,+ •°- _ _ - ' °Non-Re sidential(NR)-,40' 86' z ° ,(�y. 0.28 0,20` •, '0 211 0.2,4y, !W5, Ozl 9s 0 23 �1,o h + Frencwood Glidin I g Patio� ' Door ` (# 0 3 0 0 34q;<�`0 3 0 35 0 6! 0.36 ! Residential(Res)-72'.82 s(me" 'Non-Residential(NR)-72 x 96••she 9}'. 0.29 021 !!��0 22 0 2t, 0 26 190 20 t Oy4M 24 0 24 »q 39 0 39x €9 Z.' 0.21 ' Frenchwood Gliding Patio Door,,SL U rr ;`�Q3,,. 0.33? 'x:0.34' �0 3° 0.35' 0r36• 50 36. l 'Residential Res 821, r °Non-Residential(NR)-72 z 96 s ie. O 28 w Q QO O Z 1'z 0 2M" 410.251 0 19 w_ VI' 442t' 043 ,` q 23 "0 23 Y 0 36,` 0.38 0 O,x 'r0 20 r _^ Narroline'"Gliding Patio Door jU-Factor'r p 32f ' 0 32 4.' - " ' xs+*j w, + " �0;35 0 34' Grilles-Finelight or Full Divided light. Residential(Res)-72°x 82'size. _ e �# ��1 °Nan-Residential(NR)-72°x 96'saeF�iSHGC'u, •tV:3 0 34 �, ,,,G F 0.32 0.31 _. 3�',� - "High-Performance-(HP Low-E)and } :High-Performance Sun"(HP Sun)are 0 55 0 49. 0.49 Andersen trademarks for"Low E"glass. Gliding Patio Door U Factory, 0 3 0.31 0 33 0.33 0 33 0.33 0 35 0.35 1 "Residenual(Res)-72"z 82"size. i 1 U=Factor defines the amount of heat loss °Non-Residential(NR)-72'x 96'size. SHGC 034 0.34 _•• 0 25 0.25 03 0.31 ,O:23g7t' 6.23 through the glass in BTU/hr sq.fit'.°F.The VP "e 0 55_ 0.55 03'0 0.30 X0.50' 0.49 0 2TA 0.27 lower the value,the less heat is lost through Gliding Patio Door Sidelite U-Factorr the entire product. 0 31 0.31 0 33� 0.33 0' 0.33 0 35 0.35 2 Solar Heat Gain Coefficient(SHGC)defines "Residential(Res)-72'x 82°size. 0.32 0.24 : 0.24 ^"3=0.30 0.30 '0.22 0.22 Non-Residenual(NR)-72°z 96'size. SHGCz . the fraction of solar radiation admitted VP 0.52 0.52 ff 0.28 ` 0.28 "0:47, 0.47 ' 0 0.25 through the glass both directly transmitted and absorbed and subsequently released inward.The lower the value,the less heat is r - `.. Ithxt-amin G a transmitted through the product. Skylight U-Faetor' 0.44 0.44 0.46 0.46 0.44?~ 0.44 0.46_'�` 0.46 3 Visible Transmittance(vr)measures how I much light comes through a product(glass Residential(Res)-48'x 48'size. SHGC' 0.42 0.41 0.31 0.30 0.42 0.42 0.31:+ 0.31 °"on-Residentlal(NR)-48"x 72"size. -- and frame).The higher the value,from 0 to 1, VP 0.67 0.64 0.37 0.35 0.65 0.64 0.36 0.35 the more daylight the product lets in over the g Roo Window U-Factor 0.44 0.44 0.47 0.47 0.44 0.44 0.47 0.47 product's total unit area.Visible Transmittance esidential•(Res)--•60°•x 36"size. ---SHGC 0.43 0.41 0.32 0.30 0.42 0.42 0.31-', 0.31 s measured over the 380 to 760 nanometer Non-Residenual(NR)-72"x 48"size. portion of the solar spectrum. VP 0.68 0.65 1 0.37 0.35 1, 0.66 0.65 0.36 0.35 This data is accurate as of October 1,2001.Due Stationary Roof Window U-Factor' `6.45 0.45 0.47 0.47 0.44 0.44 0.47 0.47 to ongoing product changes,updated test results, Residential(Res)-60"x 36"size. SHGC' 0.44 0.42 0.32 0.31 0.43 0.43 0.32 0.32 or new industry standards,this data may change °Non-Residential(NR)-72"x 48'size. over time. VP 0.691 0.67 - 0.38 0.36. 0.68 0.67 0.37 0.36 . i - NFRC Certified Total NFRC Certified Total Unit Performance Unit Performance Without Grilles _ Without Grilles Clear.Dual Pane Clear Dual Pane Clear Dual Pane Clear Dual Pane Andersen'Product Type Resx NRa Res" NR' Andersen®Product Type Res" NR° Res' NR8 Perma-Shield Casement U-Factor' 0.49 0.50 0.49 0.49 Springline Window Builder's Select U-Factor' 0.48 0.48 0.48- 0.49 "Residential(Res)-48"x 24"size. SHGC' 0.58 0.57 0.54 0:52 "Residential(Res)-48"x 48"size. SHGC' 0.64 0.61 0.58 0.55 'Non-Residential(NR)-40'x 40'size. °Non-Residential(NR)-48"x 72'size. VP 0.60 0.63 0.55 0.57 VP 0.66 0.67 0.60 0.60 Perma-Shield Awning U-Factor' 0.49 0.50 0.49 0.49 Fixed,Transon,Circle Top,Arch U-Factor' 0.47 0.47 0.48 0.49 'Residential(Res)-48"z 24"sae. SHGC' 0.58 . 0.57 0.53 0.50 'Residential(Res)=48"x 48"size. SHGC' 0.60. 0.57 - 0.54 0.52 'Non-Residential(NR)-40"x 40°size. _ - 'Non-Residential(NR)-48"z 72°size.. VP ; 0.60-1 0.62 0.54 0.54 VP 0.62 0.63 0.56 0.56 -Tilt-Wash Double-Hung U-Factor' i 0:49a+,. 0.50 •.0.50 0.50 Narroline'" U-Factor' 0.49 0.49 0.50 0.50 "Residential(Res)-36"x 60•size. SHGC' _ 0.56 '._.0.55 ..:0.51 0.51. Gliding Patio Doors . SHGC' 0.60 0.56 0.54 0.51 °Non-Residenual(NR)-48'x 72"size. "Residential(Res)-72"x 82"size. , VP 0.58 0.61 0:52 0.55 °Non-Residential(NR)-72"x 96"size. VP 0.62 0.61 0.56 0.55 Narroline®Double-Hung U-Factor' t'0.50-: 0.50 0.50 0.51 Narroline U-Factor Y'.0.47 0.47 0.48 0.48 •Residential(Res)-36"x 60'size. SHGC's; 0.58, 0.56 0.52 0.51 Gliding Patio Door Sidelight SHGC, -0.56 0.53 0.51 0.48 °Non-Residential(NR)-48"x 72"size. - 'Residential(Res)-72"x 82"size. VP ;0 .601 0.62 0.53 - 0.56 °Non-Residential(NR)-72"x 96"size. VP F 0.58 0.58 0.52, 0.52 Narroline Transom U-Factor' �_A.48:c 0.48 0.48 0.49 Perma-Shield' U-Factor' 0.48 0.48 0.48 0.48 "Residential(Res)-48"x 48"size. SHGC, : 0.60 0.59 0.55 0.53 Gliding Patio Doors SHGC' `,0.60` 0.56 0.55 0.51 ° -Residential(NR)-48 x 72"size. "Residential(Res)-36"x 60"size. ,VP `. 0.63; _0.65 0.56 0.58 'Non-Residential(NR)-48"x 72"sae. VP 0.63 0.62 0.56 0.55 Perma-Shield U-Factor` 047.- 0.47 0.47 0.47 Gliding Patio Door Sidelight SHGCz tM 0 57`;' 0.54 0.52 0.49 I •Residential(Res)-72"x 82"size. .. 'Non-Residential(NR)-72"x 96"size. - - VP 0.59: 0.59 0.53 0.53 4 1/ 199 Town of Barnstable Approved g / Re ulatory Services Fee Z,r Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 r� Home Occupation Registration Date: / —r7 � �� n Name: IVIldti'La Zgrff/X Phone#: Address: g r.¢J `H✓ villa e C pZJlG Name of Business• e C."_1,41 Type of Business: Map/Lot: /wZ INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right-subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke, dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other.objectionable effects. • There is no storage or use of toxic or hazardous materials, or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the- elling unit. I,th der'i ed,have e d and ag wi e above es ctions for my home occupation I am registering. Applicant•\ Date: 6�? —J� r Homeoc.doc Town of Barnstable Regulatory Services o� Thomas F.Geiler,Director BAMSreaia, MAMMS $ Building Division 1639. Tom Perry Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 COMPLAINUINOUIRY REPORT Date: Rec'd by: Ma /Parcel Complaint Name: p Location Address: Ce y! Originator Name: D 14 G Y 9 Street: N,z � o v>/ l4c Y7 Village: �� State: Zip: D 2 Telephone: (�� !�' Z� 7 y_SIC Complaint Description: + r s FOR OFFICE USE ONLY Inspect is Action/Comments Date: 760 :2— Inspector: W,,K= /� Additional Info.Attached 15kv ,;,; Talon.. .u.. :»::»>:::::>:::::>:::::::::::>::>:::::»»::>:;>:::::>::>::>::>::>::>::::::>::»»>:<:>::;::: :t::: ner:::::>:: 826....... . l ii!i ► . ::>::>::>:::<:>::::>::::::>:<:::::>::»::>::>::>::.....,>::>::»:<:>::»::> «<:>::: 'f �'ti > < ......... >Re.er.. . sIB +� �f ..........................................:...::.:::::::::::::::::::::::.:::::.:::::::::::::::::::::::::::::.:::::::::::.:::::..................................:.::::::.::::. :::::::<::::<:4iiii:::!:iiii: :>::::>::::>::::>::::>::::>::::»>:< >:<::::>: Nlichae 1 mb ......: ::... ::::8r:::X-:��lf �.::.:.:::::::.:::::::::::::::.:::::::::::::::::............................::.:::::.:::::::::::::::::::::::::.:.::.:::::::::::::::::::::::::::::::::::::::::::::::::::......:::::.....::::::: »:49 `'< An el Ho reef.. ;:::»::»::>::>::>::>::>::....>::>::>:: <><:>::>::: ................ ............ NTERM ;.::>A...:a:g...:......=.:::::::::.::::::::::::::: :::................:::::::::.::::;:::::::::::::::::::::..............................:::..:::::::::::::::::::::::::::::.::::::.::::::::::::::::::::::::::::.::::: ' `�`: ? 1' ' '� . .................................. ........................................................................ ... ..................: »<> <' > h r::>::Nei bo r>< a€aart.. .:> ;anise...... .;:.;:.;:.;:.: P::::::::::::::::::.:......::::::::::::.:::::. g ' s > »> ><' . . P:.;:.;:.;:.;:.;:.;;;: ...g= F** *....***............ - *-...**............. ,::: - *** ...... .;;:.;:.;:.;:.;: :::>::::>::::>::>::::>::>::>::,:::::>::::>::::>::::>::>::::>::::>::>::>::>::>::>:::::<::>::>:::>::>::>::;:::!,»::; ......................... .......................... ............................... f his home. i ine s out o s o nnin mt n bus s > �0p,a�n�: es�r1 1n�t ::::::: Ru a a ........;::::.::.;::.;:.;:.;:.;:.;:.;:.;: :.;;;:::::::.:::::::: g P g ....;:.;:.;:.;:.:;!.;;;;:.::::.::.:::::::::.... :::::::.;:.;:.;:.;:..,.....: .........;:.;:.;:.;>:.;.;;;;.:.:::::......;:.;:.;:.:<.;:.;:.::.;:.;:.:::: lr�r Z ti G z �' :....::;:>::>::....;::>::»>::»::>..:.:::!:>::::>:::::::::::::::»:::::::::::>::>::>:::!::::>::>::>::: ��. a i 7 U 2 7 G y +` ` .` ......................... . 2 .::.:. ........................ .....................:::::..: ....................:........................... ....................... Z� . . A ' / ! .::::i::::i::;::;::::is�:::::i::::i::::::iiiiiiii:::<:ii:2:ii:!:;:;j':::i:::::is:::i::::i::::::::i::::::i::::i: /J'� /7�'//�'f/f� 7//? `� ::::::::::.....:..:::::-x'.iiiii: S%:i......:.....ii ii:!:iii::i::::::::::':::::i::::::i::::. ////(/1 /i!/W� iii iiiiii. / C r ��:::: ��:::r: :::: :;:i::;i:::: E'.. f�S i:::>::>::»`:< � ... »:::: .. .......... . ......... . .; I I NJ Town of Barnstable �j RE 'a`tio Regulatory Services Thomas F.Geiler,Director BARNSTABLE, ► MASS. g Building Division 1659. ♦0 Tom Perry Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 COMPLAINT/INQUIRY REPORT Date• ±_ �U� Z Rec'd by: Complaint Name: �° Map/Parcel_-/7-.z Location Address:- , a (AL &/V D ! ` J-- Originator Name:, 2 T — 2, Street: ' G- J Village: State: „�. Zip: 3 Q— Telephone: 7� Complaint Description: C!J , FOR OFFICE USE ONLY Inspector's Action/Comments Date: 7'd — 4 Z Inspector: Additional Info.Attached f Q:forms:complaint awl ' � :d��•��� �aST #At •_ }�yrrta;w,,rw.t awe�r k+ss wr�pie ;+ // to {t. •,� � � `'. .•'�•••fix.'- '. �6 ' 1 �C a -.4..".. 'a bw_ ' •rye",[ �� � .�il''1•'f "fit �� � yr� � r:}� �. s )d m-- /7 rr 4r, { 41 jof (� mil{ 'C�� • -,� i a j err y r `� ������� .� �� cue+ .r.•. ,_ �. - " ..' »`'v ptp; "A+fiM .ai• -.�.'s'y*• i���`3tµ�•yer�yG'•'J"'-'� ,k,..� � yF�,��� �;w.,' ."��s-», ,wr•.� �' _'"` r �V Attachment 2 The residents of the single family dwelling at 49 Ansel Howland Road, Centerville, (henceforth called the Complaint Location) operate a "Home Occupation," namely SPECTRUM PAINTING. Judging from the day-to-day activity at said location, it appears that said business includes a fleet of commercial trucks and many non-resident employees/contractors. Likewise, it appears that said residents do not comply with the Zoning rules and regulations set forth by the Town of Barnstable for"off-street storage of trailers" and "at home" business, specifically in regard to the following sections of the Supplemental Provisions: 1. Section 4 -1.3 Off-Street Storage of Trailers A very large mobile home is parked in the front part of the driveway of the Complaint Location. The owner, presumably, does not reside at the Complaint Location. 2. Section 4 - 1.4 Home Occupation INTENT: The activity of carrying on the SPECTRUM PAINTING "in-home" business is very discernible from the outside of the dwelling in the following ways: a. The premises have been visibly altered to the extent that the driveway for the two-car garage has been more than doubled in size and has the appearance of a parking lot. No other driveway on the entire street is anywhere near this large. b. A large commercial sign, advertising Cabot Stains and SPECTRUM PAINTING, stands on the front part of the premises - obtrusively, near the curb. c. With trucks in the expanded driveway at all times, and the outside storage of ladders and other equipment, there is no question that the premises are used for something other than residential usel 1) - A. Most of the business's "activity" is carried out in the driveway of the premises and involves the coming and going of the resident and his employees/contractors and their trucks. B. This activity is clearly not the type carried on in a residential area such as Ansel Howland Road. {'= J C. The expanded driveway appears to be more than 400 square feet. ; E. The expanded driveway and its parking use for commercial vehicles, plus the outside storage of painting equipment, clearly is evidence of business_ use. �A Attachment 2 - Page 2 F. The complainants feel that the use of the premises, as described above, is objectionable and detrimental to the neighborhood and its residential character. It is also believed that this will have an adverse effect on property values in the neighborhood. J. One side of the normal front yard was changed to the expanded driveway/parking lot. K. Some complainants have observed ladders and other painting equipment and supplies stored in the yard and, on occasion, on top of the commercial trucks. L. The expanded driveway has space for multiple vehicles. The complainants have often observed as many as three SPECTRUM PAINTING trucks parked during the day and overnight. f M. A large commercial sign, advertising Cabot Paint and SPECTRUM PAINTING, is permanently displayed on the premises, facing the street -near the curb. 0. The business at the Complaint Location employs, in some manner, a crew of several individuals besides the resident. This is evidenced by the number of trucks coming and going with "employees/contractors" ' who wear SPECTRUM PAINTING T-shirts. RESOLUTION SOUGHT: The complainants are concerned that the operation of the SPECTRUM PAINTING business, as it is presently carried on, will have a negative effect on the value of the properties in the neighborhood and their possibility of resale. The complainants ask that the residents of 49 Ansel Howland Road, Centerville, in carrying on their SPECTRUM PAINTING business, comply with all the rules and regulations set down in the Zoning Ordinances of the Town of Barnstable, and keep their premises appropriate for the residential neighborhood in which they reside. r . t THIS COULD HAPPEN TO YOU! - v airira (View from Trudie and Carl Lannquist living room.) SUPPORT YOUR NEIGHBORS PROTECT YOUR NEIGHBORHOOD Please plan to attend an informative meeting with town officials concerning your rights in circumstances such as this. When: Monday morning, September 16, 2002. Time: 11am Place: Regulatory Services Conference Room Barnstable Town Hall 200 Main Street (the old Hinkley Building) Hyannis, MA _ KNOW YOUR TOWN ZONING ORDINANCES . - KNOW YOUR RIGHTS - LEARN HOW YOUR TOWN ENFORCES THE ZONING ORDINANCES. Property Location: 49 ANSEL HOW-LAND ROAD MAP ID: 172/219/// Vision ID: 11964 Other ID: Bldg#: 1 Card 1 of 1 Print Date:09/16/2002 10:46 "„CURRENTOW�!ER TOPO .. UTILIrTIESSTRT/ROAD LOOCATION ,,, NTASSESS1tlENT, ORRISSEY,JAMES R JR 1 evel ublic Wate:l raved Description Code Appraised Value Assessed Value %LAMB,ANN MARIE&MICHAEL T RESLAND 1010 44,600 44,600 801 48 CAMP ST-D5 ESIDNTL 1010 122,100 122,100 YARMOUTH,MA 02673 ephc Barnstable 2001,MA ccount# 102999 Plan Ref. 343/084-086 Tax Dist. 300 Land Ct# er.Prop. #SR Life Estate VISION DL 1 LOT 18 Notes: DL 2 GIS ID: Totali 166,7001 166,700 IP BK C�OI/PA-GE -SALE..DA, TE lu v/': SALE PRICE,:V C .. PREVIOUS ASSESSMENTS HLSt O �Y m., RECORD OF OWNERSH .. „ ' T i ,� 3 1 i •; .,, _... a _. . ._ AMB,ANN MARIE&MICHAEL T 13327/153 10/30/2000 U I 100 1F Yr. Code Assessed Value Yr. Code Assessed Value Yr. Code Assessed Value LAMB,ANN MARIE&MICHAEL T 13153/322 07/31/2000 Q I 231,000 00 2000 1010 30,100 999 1010 30,100 998 1010 30,100 ORRISSEY,JAMES R JR 3895/274 10/15/1983 Q I 90,000 2000 1010 98,500 1999 1010 98,500 1998 1010 98,500 Total: 128,6001 Total: 128,6 Total: 128 600 • ,?l EXEMP,,TIONS" �,•, OThIERf1SSESSMENTS, ,a ,, •, . !' This signature acknowledges a visit by a Data Collector or Assessor Year TypelDescription Amount Code Description Number Amount Comm.Int �. otPPR9ISED VAL UE SVIMARY Appraised Bldg.Value(Card) 118,900 Appraised XF(B)Value(Bldg) 3,200 Total Appraised Lraised and Value(Bldg) 44,600 ".. 1 . . . i ,NOTES .., ,. .;. ; •1 ., .,3 ,� Special Land Value Total Appraised Card Value 166,700 Total Appraised Parcel Value 166,700 Valuation Method: Cost/Market Valuation et Total Appraised Parcel Value 166,700 .. 3 , ;., n :Bl1ILDING PERMIT RECORD . VISrT/C. G HISTORY :_. �. ..3'...v. 3� .....3...: .. .............. .. ..... , ,.... ...... .,�........ .. ..._,,. ..:�... .::. .3 �,.,....:�. ..3. ..... .. .... ' ..�..e Z ..3,.,..•:�.� .. H�N.....� .. ..._z I.. Permit ID Issue Date Type Description Amount Insp.Date %Comp. Date Comp. Comments Date ID Cd. Purpose/Result 1/11/2000 DD 00 eas/Listed 9/15/1992 ML B# Use Code Description Zone D ronta e Depth Units Unit Price I Factor S.I. C.Fact or Nbad. Adj. Notes-Ad%S ecial Pricing Ad'. Unit Price Land Value 1 1010 Single Fam RC 3 0.34 AC 197,000.00 1.00 5 1.00 37AC 0.65 PCL(.34,U10)Notes: 10 1BLD 131,147.30 44,600 Total Card Land Units 0.34 AC Parcel Total Land Area: 0.34 AC Total Land Valu 44,600 Building Department ,x Complaint quirk'Report Assessor's No,��' Date: / /`� / Rec d by: Complaint Name. Location f C17e� � � Address: M/P Originator Name: Street: State: . P Vdhge: Telephone:D/E complaint P ❑ �D .� Description: � I Inquiry ❑ Description: r For Office Use Only Inspector's '7—� Inspector Action/Comments. Date: a , -0 Follow-up Action Ch h_���-�ir ,ten cs►,n-��n�.., ct _ F J 1 C9 14 Addidonal Info. Attached Copy Distribution: White-Depament File Yellow-Inspector Pink-Inspector(Return to office Manager) i f t , • . � �1 ice' �=a� Y • - , • r .rr A 1 A t_ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION M Parcel Permit#Map c4 / P v% 6 Health Division Date Issued (� 3 Conservation Divisions �� Fee Tax Collector6 Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address LV� A&)red 42JPN c Village a Owner f Ln MkLf'-C I VV- _6 4y l lhW, Address Telephone e&& " 60 D5 Permit Request Ttswl tp_ a bb-j le �i IR-IV f47 . AA 0 r Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new /SUDG i Valuation Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes Cl No If yes, attach supporting documentation. Dwelling Type: Single Family 2 Two Family ❑ Multi-Family(#units) Age of Existing Structure " �.5 Historic House: ❑Yes No On Old King's Highway: ❑Yes lo Basement Type: JP ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing _� new Half: existing 1 new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: M1 Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes CA No Fireplaces: Existing ✓ New Existing wood/coal stove: ❑Yes W"No Detached garage:Yexisting xisting ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage: ❑new size Shed: ❑existin ❑new size Other: g 9 g Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ®'No If yes, site plan review# Ourrent Use Proposed Use BUILDER INFORMATION Named J - Telephone Number �� Address / / License# ` Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION D RIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE----- DATE ---Ji r FOR OFFICIAL USE ONLY w PERMIT NO. '— !`< DATE ISSUED Ile MAP/PARCEL NO.,, -14 ADDRESS' r .. VILLAGE f yap a OWNER �•i f _ DATE OF INSPECTION: 4. FOUNDATION c` FRAME r INSULATION _ FIREPLACE ELECTRICAL: ROUGH FINAL x PLUMBING: ROUGH FINAL Y GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. A r � , 18:53 12617 93S 4882 F9fIBURN NCP -- .... HY.AOsINIS )'HSE (2)001"001 MIM PERK 3 Thermal Transmitt ince ACCMANCE C AA Fact►state may have its own requiremaw for ms LM= there are no P�faO cdwia far thermal Perfa�ncc. C1-Value or i.'num R-Yalue. In many locales, TEST RESULTS U-Values for selected Mb -Tm produces. TIMZMAL TR"SbeTTANCE PERFORMANCE RA-Slue TherZ-Tru /0 x"Flush Steel Dear System 7.1 Fiber-clasaie witb elf Cicle Doorlate 0.13 Fiber-C1,,,k 0 Mush 6-Panel 0,16 6,25 Ch'sic'CPh M x a 6-Peas!Door System 0.14 6.67 ssic Cla -Ctaft with Ha?,f Doorlite 7.14 0.26 3.85 14111W-Ctaft Sideline wiVa half Door' Fiber-Cl�sslc Si,ddift with%H Doorlita 0 1.2 3.85 Px*mium Steel Sideline with Full Date 0 2.4 035 2.86 Tr 3/0 Leaded Trans= 3M Cle.tr Freda TIM=m 0.41 2.44 0,35 ' 2.86 Al siwWsl o="d�oiti t"3 have been Pea=W at an NFRC ceY oratory and v� by an NFRC certif d inspeetion agent.ed independent licensed lab- ting For the current-Tru s e certified the Perfa0rm8ace values for ali'lbelma-Tru produces or to learn more about 537-ma.Tna+s e�bguadOu progr9=, colauct Therma-Tru Technical Services Department at 1-800.537�8827. at ` 1 9ki -rn Wf ,.0 nical nu i --- W ,00C ZQU� 'DNI'4NI 33AHVH LTZC TLL 909 T XNd SO:TT iTH,L L'0/80 OOOZ 2000 08/03 THU 11:06 FAX 1 508 771 3217 HARVEY IND.INC. 10003 M1PIIc Nib FiNallb H�44l�`1/�Y 11�i�7U��R1��► �E� IS09001 ..r, °nifteGia U-Value Test Results '~ ' Advan�dpe GlestnD • Based on residential sizes R Value = 1 divided by U-Value * Whole window values • U Values are subject to change U-Values in accordance with NPRC - 100 without notice Rev 0/00 1 - • y a Windows Clear insulated Low-E AdvantEdge • Classic Double Hung (Mechanical) 0.51 0.40 0.35 • Classic Double Hung (Welded Sash) 0.51 0,39 0.35 • Classic Double Hung.(w/ProWeid Technology) 0,49 0138 0.34 • Classic Plus OH W/CFW 0.33 0.28 0.27 • Signature Double Hung 0.51 0.39 0,35 • Signature Double Hung (Welded Sash) 0.50 0.39 0.35 •Slimline Double Hung (Welded Sash) 0.52 0.40 0.35 •Slimline Double Hung (w/ProWeld Technology) 0,50 0,38 0.35 •Thermal One Single Hung 0.53 0.41 0,37 •Majesty Double Hung 0.54 0.44 0.40 •Majesty Fixed Casement (PW) 0.53 0.40 0,37 • Majesty Casement/Awning 0.53 0.40 0.37 •Majesty Picture Window (DH) 0.53 0.45 0-42 •Vinyl Casement/Awning 0.53 0.43 0.38 •Vinyl Casement/Awning&Thermal Panel 0.32 0.26 0.25 •Vinyl Designer Shapes 0.49 0.34 0.30 • Vinyl Hopper 0.47 0.36 0.33 •Vinyl Picture Window Vi 0.48 0.33 0.30 • myl Roller-2 Lite & 3 Lite 0.37 0.50 0.35 VICCo SE Now New Construction Vinyl Window ear nsulated Low-E AdvantEdge •Vicon Casement/Awning 0.47 0.36 •Vicon Picture Window 0133 • Vicon 1000 Single Hun 0.48 ` 0.33 0.30 g g 0.53 0.41 � 0.37 •Vicon 2000 Double Hung 0.52 0.41 . 0.37 • Vicon Classic Double Hung 0.51 0,40 Vicon Designer Shapes 0.35.. 0.49 - 0.34 0.30 HARVEY PATIO DOOR Temp. Clear Temp. Low.E Temp. Argon ` �Solid Vinyl Patio Door � 0.50 0.41 0.38 • Model FS •Model FSF 0.37 0.41 •Model VS 0-36 0.41 r% 1, _ ._ `NE r do Department of Health Safety and EnvironmentalServices of oil. . � P Building Division ,�,i:. = 367 Main Street,Hyannis MA 02601 BARMNSTeAss 9 i639 `0� �pjEt)MA'I� Ralph Crossen Office: 508-862-4038 Building Commissioner Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: � � av� i- JOB LOCATION: st village number� �'�� �� �uiri�'C � �l�-�S3S r r� ✓✓ -HOMEOWNER : borne phone# work phone# name !'1 1ell "CURRENT MAILING ADDRESS: N i city/town state The current exemption for"hom_erg"was a to��owner-occupied dwellings of six units or less and to allow homeowners to engage as individual for hire who does not possess a license,provided that the owner acts as supervisor• DEFINITION 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 accessary to such use and/or farm structures. A person who constructs more than me home is a two-year period shall not be considered the Budding Official on a form acceptable to the a homeowner. Such"homeowner"shall ,blit e fair all such work erformed under the bui�din err�t Building Official,that he/she shall responsible (Section 109.1.1) The undersigned"homeowner"assumes reap for compliance with the State Building Code and other applicable codes,bylaws,rules and regulatiom the Town of Barnstable Building The undersigned"homeo er"certifies that he/she imderstan that he/she will comply with said De ent action dunes and requirements and pr edures and q �� of Homeo er Approval of Buildin Official Note: Three-family dwellings containing 35,06b 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 uildin`gathatt'if the homeownereengages a exempt rom the provisions of this section(Section 109.1.1-Licensing of construction Supeavi ):pro person(s)for hire to do such work.that such Homeowner shall act as supern8 the responsibilities of a supervisor(see Many homeowners who use this exemption are unaware that they Appendix Q.Rules&Regulations for Licensing Construction suptevisois.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 homeowner acting as supervisor is ultimately responsible. unlicensed person as it would with a licensed supervisor. The To ensure that the homeowner is fully aware of his/her responsibilities.many communities require,as part of the permit bilities of a supervisor. On the-last page of this issue is a tify application.that the homeowner cer that he/she understands the Bch a formlcertiBention for use in your community• form currently used by several towns. You may care to amend and adopt Q:F0Rh1S:EYEMPTN -- -= Dement ofln&svial Accidents . Oftlr ve DllmreS't�98fOdS Ix = 600 Waslungt=Street asp OZI11 7—: ,io Boston,M --- JAY C�pmsatioa Dace Af s /i�, workers' /;�/// ?'nT1iI....IIL:itLI�W (.. �1� honeror _�. d p �a��� n ppnriii,,. I am a hom=o�vnct� no am m anv� //i,,,, i i I am a sole aro= job. ... .:..::.:. . lourpros L ::. v...:}::..Y:::... • .......:l:M,!ryY.✓.�i{rl... ..:n•.:v..:....:i::::.. r .:i:\• .. .. ,:., .�!{J .• •y:•f!{;{}:tiff.{;}}.,;.v::::.''?••:•:i�'•:;:tii{<:r"!i•t::ti:'i�•:.:v.:•?'?:..... 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CDfIGd ����form�ioaPiad I as itcerti undo --- •� pl�tmz~;� �.. yy�ortoM oc� :i use only do not writs is this area to be�� _Building Devas•= f z �e1! ❑Lieeas>nt goasd ❑Selectmen's OS$Ce ars orcown• ent if immeUjjtr re'ponse it required phone A -=-• .r.on: Information and Instracfions an employers to provide workers' corrw.s-IIor fo: General Laws chapter 152 secsion 4 ��is the service of another uncle:out' cr----- �irssacnuse:*_s Gene. Iv ee is was avetYP ,mnio�•ees. As quoted from the "law",an Y °f lure- c-rress cr implied, oral or written- or other legal • or any Two or mo:: - oration or the.:e�� ed as as individual,Pat�P' association, carp of a dec=sed employ eZ- _: _: enrol o}•er is dean a and inducting thre ^a ed in a joint eaterpris , in;�oyrs. However the ov,=`"'o: :he foregoing engag , association or other iegal sty, liin_Doss- vidual,p ccttp of the dv,e Vie. of an iz�t � than�3p���who resdes Wo�c o�such �e or on the you:_ dwelling house '�persons to do �aace • mother who employs p be tab-an employer• o anpurte:l thezeto shall not because of such employ a ar ten-- ° SW withhold the issuance . state or local T•Cceasin$ � lathe�onweaIth for any applicant wits YiGL chapter 152 Section 25 also as bus o�CO�d cgs ' _ tdltiOIIa��'a T r SIle of a license or permit to operate L...r.�•• . table evidence of comtpftan�wig��I�P� of public work u..=- not produced acceptable subs SIMU eaterim�ca�carx p ° � of W'dta�erbave bem preseaud to the c o.-amon�t�eslth nor���wrth the acceatab3e evident- 11 FORM ///iris•,.,.::.; /22 ;A.ppiicants •. votes sitaahaa rnd che�8 4..__ _._ • . bozd=applies . _ ' co easatton a yr a� as all amaa%=mess•be - Pl�„ase n�1 in the nark address and Ph°M numbers aicn •a Also be sure to situ _ SilDpl ' COIIIpaayCCt Of *i�....� J � _ ��p�o`SICS:I' • w. ainm .a to tliCC D� �vit should befit°the cry'a��awatbat aPP °� mow„or:.. date the arudavit of Cr Hsted below. -_ — � oa�Oft A cemg re -sued,not the Dep D atZbe mimb to ob=in a areme Zen' _.. �. Ciry or ?owns _ ace atthe attain C.• a a ,T�e that affidavit is comapiete and bY• _ _ _ 3� �pbc:�. - e - Dhas Pjes � e �e sarc he _._ - .-- � .ia...=. to fM aut iath Cve��te 0�ce vas mrmbem Mz affidavits y be �, Y.Y z avk for y� _:��:..�..�C�IIbCr W vMb vsd2s z � �e Silre-to En in th p � hkM bCaa mail or FAX tmirss - Deaarzrneat by - opard=and should you have ayq-�o r . The O of Investigations would like to han$yu is adva=f� 0 1e vs a=11. h hesitate to give die.=e do of fax�b= The D e �? �s add'='telePllc=and The Commmonwealth Of Massae S Department of�dustrial es DS nts Orrice of tml 600 Washington Street Boston,Ma 02111 fez 0: (617) 7Z7-7749 _ .__ The Town of Barnstable r # + IARNST"M ' 9�A "& ��� Department of Health Safety and Environmental Services rFc r�+s Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 'Ralph Crossen Fax: 508-790-6230 ® Building Commissioner Permit no. Date 8- 3 _ 6 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: A�, �� Estimated Cost Address of Work: A9 4, t9L,/ . 7 Owner's Name:.Ak 419 C Date of Application: " I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Dat Owner's Name q:fonm:Affidav > � ,y:. '�• ';rr , MIT 4 anya�,x ?xs2#� n c y "no „°t=r ,'� ::a y '^+` :;yr��5,°a °`ti aP•sr.ye t '.:kr',A r x: r.-.. n cva:w tr+d e . Itw �pq �}c5' w.RST£ ! Ssw 2Y AD b8• , B ..z 1 .� a }.. I I o! J �i p ' 3, 7 ,. vew J I ID)00------------ t o TOWN OF BARNSTABLE 25441 . Permit No. ----------—-------------•-- l Building Inspector Cash e7v "" OCCUPANCY PERMIT Bond Issued to Alan E. Small Address Lot 18, 49 ;AnselHfowland Road, Centerville Wirin inspector { `�"' f Inspection date fJ_-it Inspection date Plumbing inspectorf�2,�� ,��} ,�_ '\ Gas Inspector 0\C a Inspection date ,Z6l�1{G U � X Engineering DepartmenL.-\.14 Inspection date// 6� Board of Health , jl Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. L Building Inspector j <-000LL- FAMI1_Y 4B�ORooM /�: ,� • ff ,� uo GAJzgAGE (� � I DN%LY FLOW z IIOX4 = 4.4D 'G.P. P r SEPTIC TAtiK = 4�1=oXl5o'/• = lobo G.P. o �� VIP i II u$E- (�oy GAL. i a.. 015 5L_ PoA PIT V5E2_ I0o0 GAL. PITS/I�STd/ DtP lu• �25� 'S I Dr-WALL A2.Ca = 1 5o s.t- QA-114 ` , AREA 7`MCP_ Q_ 150 5.F X 2.5 - 3'15 G.P� rty ` A r 50TTOM A2EA- .. 7ro s.r sAr-A -, f� fgzF. Br �2 F r II 5p S.P' K 1. O -ToTA1- DESIGN - .425 G.PD. XZs $�U,�p �►i� cv 440 G,PO• �5 t r PE 2 GOLA.TIoN RATE ; I IN 2M 55 5t�� S f3 of r� OP SN of,y v�v RICHARD c���, AIANA. tiN 'I II BAXTER u, u JONES i No.24048 No. 25100 11 O I FQ/ST���bQ' c, , SU4Z�E'y -� SOJ TOP FNU= 6o ISo© INV. iI 5u>�SoFL• 2 DIST. Z. Joao INS( SG• ^TANK G AI . , LEAGt•1 . ( V6L PITS INV. INY. ' WITu SL'� se. 4f,I ,. WASN6p 6Tv N t= �l.s sv SAID• I C�2TIFICO PLoT PLAN•! PRC>FIL� Lo4A-r101,J 4l. IZ� No. .SCALEScAI.E. Ili Sp �A"f'� -1-1-5-�3 o I�UA TWIrr p A h! R E E cLE N �E - 1 GE RTI�Y THAT TH�1'oVa'�ATlu�ls 5l1owN I NEREOI�1 GOMPL%(6 WITN 'THE �,1061_11�1 � Le` g A:u D 5 6T G-� K 26 C7 U I R.E M E NT> F -C NG_ -To W N O F3,oR�15T'A ,a P1r> I S NUS' ►L � 3 �L �5 L0C,.TED •WITNItJ T E G OOD PLAIN D AT 1✓��= CI ,�C1 . BAxTEcZ e Wye: INC. L;. REG 1 S'S 1GQ6UI..A,1.1 c>S u>z.Y EY6e3 TI.t15 PLL�►.I ► S Nort E3n�jFr� 0I'd AN asTE2vILLE - MP S• I>J'STR.UMENT 9-V e Y Tt 4S 0hr5ET5 SuoULD NoT D� USEDTG C�ETE`Z/^111� L.c't' LINE�j APPL.ICA►-Ir �� E. IA�-i_ I�C JT Assessar's f . / . SEPTIC SYSTEM ��-map,and lot number ...... ....................... C0ht� : STALLED �� � ropy Sewage` Permit. number 3r ,�..... . �j°;►I�f i'' TITLE �� E � of e ........... . ..... .... .......... . -ENVI�y O p_�qA y D r16l iYl lq l�5� 9J f`r, S A i House number ...................................' y�.?........:. .......... M � 1�m� C3a � '8 6 9USTAD LE S TOWTv,- OF BARNSTABLE BIJ,.ILDING '.. I1SPECTO'R, APPLICATION FOO P1RMIT10 ....,...:. . . �� r_ 1 ,. . ...... ................................................. TYPEOF CONSTRUCTION-..:i......�..........�. �',+..e. .................................................... .......................... ........�,,, :. .. . ..19... - TO THE INSPECTOR OF BUILDINGS:. Y The undersignedfhere y applies for a permit according to the following in Qrma-f. - Location~..... ....... . .D.. .........4.. .. ............. . ..................................... r Proposed Use ..... ............................... „`�........:,;.: .,: . . :.....:........:.:.. ZoningDistrict .......................................... ...........................Fire District .. �.......; ...................................................... Name of Owner . .. Address .................. ...................... Name of Builder ................................=.c:..:. .3:......................Address .......................................... ,. Name of Architect ......:.:................. ......::........------ .......... .'.Address :::...... ::..:.,:._..............................................`. ~ _ Number of ROOMS � ...................... .... 1 oundation ............... Exterior �1' ..... . . ........ :. .r.............. ...Roofing_ ...... Floors ....4.... .:..`.. ...................................... ;I'nterior, .,,,'. ... ..................................' .... Heating /....-.....�.r.....�................... ................ ...Plumbing 2... . .i. .. .........................f Fireplace ........... ....... ..................... ....................................Approximate Cost ..!.. �.�. ................... P' -19---- Area � ...... fr< � _...._Definitive Plan Approved by Planni g Board ---------------______________•_ ... ... �// Diagram of Lot and Building with. Dimensions Fee• ....•.. r ....... Y � ... SUBJECT: AP@ROVAL.OF BOARD. O HEALTH - J 0 _ a C' 11—,:. C -=- 27 .' 7, i OCCUPANCY PERMITS.REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations'of,the Town of Barnstable regarding the above construction: Name ..I..��. f �......' .................. v. Construction.Supervisor's License .................................... s r� SMALL, ALAN E. y { �k 25441 Two Story o ................. Permit for .................................... ti , Single Family Dwelling - . ......................................................_. .............. off,� . .� �..:�•�: � `' Location ..Lot..1$.i....4.9..A13O.Q.L.-H.ow.l.aad Rd r . . Centervil.l ................................. Owner ...Alan.. E., Small....... ................. P Type of Construction, Er ab.e.:................ t .. ................ ................. ............................ Plot ............ .': ...... Lot . - , .a August*l8, 83 Permit Granted .....19 f Date of,Inspection .. .. ......: . ...... .19 , r .Date-Completed ...............1,9 0 tz � I ' , . — - - G I _ 1 LV rn 7-4 I -F 4-4 IL I � I i � p I i� I - ' - - I r � ' I --r I I j� , � I I I ► � j it I - - J-4 I , iT TT I