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HomeMy WebLinkAbout0072 GINGER LANE h i 41 9 ,.. 49 - F R r f�a 1 Town of Barnstable' Regulatory Services '71/5�1 r r Richard V. Scali,Director " sARivsTA MAM M Building Division .s639 �� �f0 39 Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY - -—- — --200-square feet or less '7 a G e� Location of shed(ad ess) Village Kell,..i {'Y1 Property owner's name Telephone number' Size of Shed Map/Parcel# Yyl Signature Date N � 0 0 Hyannis Main Street Waterfront Historic District? r Old King's Highway Historic District Commission jurisdiction? r=- If over 120 square feet,you must file with Old King's Highway a Conservationon C�--ommission(signature is required)'- 1�' � � Sign off hours for Conservation;8:00-9:30.&3:30=4.30,: w 3. 02 w rn .c PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:040914 . r -IER. " JLVVMVL l/L,$M7-4 rw•r• ` 514- 3 BEDROOM DWELLING Q i I O:GPO =330 6PD LEACHING CAPACITY REQUIRED:, 3 B DROOM5(MAX.)@ 110 GPD 330 GPD REQUIRED C 55° 5EPTIC TANK CAPACITY REQUIRED: DAJLY FLOW, 330 GPD,Q 200%= 660 GAL. REQUIRED 5EPTIC TANK CAPACITY RROVOED: 1500 GAUONI K I OWED) HER •.. . ' • LEACHING CAPACITY PROVIDED # E O 25 Ifi83 X 2D LEACHING CHAMBER CAN IEACH.. ° Vt=1(25,X,12.83) +"(2$)r 2.0)2 +(12.83 X 2 0)21 X 0:74 GPD/SF=349:33 GPD ,349 GPD>330 GPD REQUIRED NOTE'- "A`GARBAGE D15PO5AL'15 NOT'PERMITTEp WITH THIS DESIGN. x INSTALL: — ' O . 1 1500•GALLON 5EPTIC TANK ` ONE(1)-3 OUTLET DISTRIBUTION BOX 01-20 Rated).. TWO(2)-500 GALLON LEACH CHAMBERS WITH 4'OF STONE ALL AROUND. HER . FLOOR PLAN NOT TO 5CALE BENCHMARK: Top of Water Gate - Bed' ' as EL=50:2± (Assumed datum) HER istln F 49.7 Ex g oundaGon To Be Bed Bee± •' Demolished and.Debn9 s Remov RQ.Q 481 + Covu"ed Porch' ed O `x sal x'50.4 a A 50 %V7 PROPOSED 4g I+ 7P x 49b. i+ RAVEL DR)VEWAY 3 G,c a 4,.. 5.8 a- > 50 28.4'± 48x2 t1 2 U• �7.6'f_ 48.9 21.9't D8 44,7 , I Existing`Oakes 2 i 5'±. '� x`3 D X, BZ-=« 8.4' _ DBt+) 8'I x'4 p x 48 0- A 4 xr;92 ^C •fir +w, r., `ti,.�,r x._48 ti Sr i h x 497 ; w 46x2 47.7' 42 PARCEL , 148 Area �'I 4,810 5F f Work !t Y - y Exrstan Oak - H) " Stit Fence i € 5� :--max— i S 47 40 m 46.5 9.1.. z 39.3 ' \ N x 4E.3 ` a Town of Barn- stable Building Department - 200 Main Street ALE. * Hyannis, MA 02601 �639� A�� (508) 862-4038 D MA'S Certificate of Occupancy Application Number: 201300700 CO Number: 20140045 Parcel ID: 247148 CO Issue Date: 05/21114 Location: - 72 GINGER LANE Zoning Classification: RESIDENCE B DISTRICT Proposed Use: ACCESSORY LAND WIIMPROVEMNTS Village: CENTERVILLE Gen Contractor: ROBERT M. RYLEY Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: B dig epartment Signature Date Signed TOWN OF BARNSTABLE . .. Building �� i �t� g 201300700Permitiw BA WWABLE, Issue Date: 02/25/13 MASS. nrF0 N319. A Applicant: ROBERT M.RYLEY Permit Number: B 20130382 Proposed Use: SINGLE FAMILY HOME Expiration Date: 08/25/13 Location 72 GINGER LANE Zoning District RB Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 247148 Permit Fee$ 586.50 Contractor ROBERT M.RYLEY Village CENTERVILLE App Fee$ .00 License Num . 003268 . Est Construction Cost$ 115,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND DEMOLISH EXISTING FOUNDATION AND BUILD A NEW 1 STORY ING>IIEIS CARD MUST BE KEPT POSTED UNTIL FINAL FAMILY RESIDENCE(3 BEDROOM RANCH) INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MAITLAND,RICHARD A BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 299 MAIN ST INSPECTION HAS BEEN MADE. W YARMOUTH,MA 02673 Application Entered by: JL Building Permit Issued By: THIS PERM IF CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY,OR SIDEWALK OR ANY I.�ART THEREOF,EITHERArAbRARTLY IVEW N .°ENCROACHMENTS°ON PUBLIC PROPERTY,N0 SPECIFICALLY PERMITTED UNDER:THE'BUILDING CODE,`MUST BE APPROVED..BY THE JURISDICTION' STREET OR ALLEYIGRADESAS WELL.AS'DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE . ' OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.,--THE ISSUANCE OF THIS PERMIT DOES NOT,IRELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION .. ry I. RESTRICTIONS a MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR.TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX.-MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED-ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). _. MGM BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 ��2`r►'�� 1 t I z�'13 1 �/f.�. � l/,i���, ���� 1 G fit, f( �� l3 _ 2J r j,ta 1 s z 3-1`� ,� 2 ' 2 / 3 1 Heating Inspection Approvals Engineering Dept Fir Dept 2 Boar f Heal �� �� � . ��� � I ` � II} . .� ��, e .. 6 6 G J G F tl 6 9 F Western Surety C an V P G . f r .»i-w. .e+- .�' •` ,a a' 4i:i...... ..•.::... ...,,r._.....u. ..K�...ti u. .. <...a.4 tl F " , CONTINUATION CERTIFICATE 6 G tl fr fi 4 G G , G fi Western Surety Company hereby continues in force Bond No. 71370720 briefly G described as SITE IMPROVEMENT PERFORMANCE FOR DRIVEWAY/CURBING PERMIT TOWN OF _-- _BARNSTABLE for HABITAT FOR HUMANITY OF COD, INC. as Principal, in the sum of$ FOUR HUNDRED AND NO/100 Dollars, for the term beginning January 22 2014 , and ending January 22 , 2015 , subject to all the covenants and conditions of the original bond referred to above. This continuation is issued upon the express condition that-the liability of,Western'Surety Company under said Bond and this and all continuations thereof shall not be cumulative and shall in no event exceed the total sum above written. Dated this 20 day of December 2013 WESTERN URETY COMPANY y!!!NY` gFeJx By 6 - Paul T. Br at,Vice President G z_Ye F <-e G 9 1 (F y tl r .. : S-.. r.. y, :. :S,U,. tl . . ... ,.... ... t�� is ! * ...i.' "1:. i ._ .'...1 J F..... .. ��✓'.. � .wa.. 1� -ir S 1 _•. • l.... ! e_ ... a . .. apt. ;. ... U _ 9 THIS 11Continuation Certificate" MUST BEFILED WITH THE ABOVE BOND. y G 1 F g F Form 90-A-8-2012 10 F 1 F tl Western" Surety Can POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY,a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan,Minnesota, Mississippi,.Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin,Wyoming,and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota , its regularly elected Vice President as Attorney-in-Fact,with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety-and as its act and deed,the following bond: One SITE IMPROVEMENT PERFORMANCE FOR DRIVEWAY/CURBING PERMIT TOWN OF BARNSTABLE bond with bond number 71370720 for HABITAT FOR HUMANITY OF COD, INC. as Principal in the penalty amount not to exceed: $400.00 Western Surety Company further,certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,-to wit: Section 7:.All bonds,'policies;'undertakings,`:Powers.of Attorney,or'othbr bbligation's`ofthe corporation shall�be executed in,the corporate name of the Company by the President,Secretary,any Assistant,Secretary Treasureycor,any Vice;President,or,by such other officets-as-the Board of,Directors may-.authorize...The.F�esident,.any Vice President, Secretary, any.Assistant Secretary;..or.the-Treasurer may,appoint Attorneys-in-Fact or agents who shall have authority to issue bonds,'policies, or undertakings m the-name of the Company. The corporate seal is not.necessary for the-validity of-any-bonds,'policies,'undertakings;"Powers"of:Attorney'or other obligations`of the corporation. 'The signature of any such officer and the corporate seal may be printed by facsimile. In Witness.Whereof,,the said WESTERN SURETY COMPANY has caused these presents to .be executed by its Vice President with the corporate seal affixed'this 20 day of December , 2013 ATTEST WE N SUR COMPANY 7-Z By L.Nelson,Assistant Secretary Pau A. Bruflat,Vice President It 5 STATE OF SOUTH DAKOTA Ss � ®t� COUNTY.OF MINNEHAHA. . - On this ) 20 ,day.oft December .2013 ,before-me;a Notary Public, personally appeared Paul T Bruflat „- and Nelson"., who,being by,me duly sworn,:aoknowledged that they signed 1hei above Power of Attorney as;., Vice President ,., and.Assistant Secretary;!respectively,:of the saW—WESTERN. COMPANY, and acknowledged said 'instrument to ' . be the'voluntary,act and deedof said Corporation ,.- 4�,�hh5hhhy�hh�hh�,h��,��,hhh t s S. PETRIK s s SEAL NOTARY PUBLIC SEAL s S�SOUTH DAKOTA�a Notary Public ♦hyh�5yyyh5yhyh4hhh�y�yh My Commission Expires August 11,2016 I3� Form F1975-1-2012 ��« TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 0 Map aAl / Parcel Application # Health Division 1113 v Date Issued 3 Conservation Division Application Fee ,/a 0 - s Planning Dept. a • i4 Permit Fee Date Definitive Plan Ap roved by Planning Board G v -I•it. Historic - OKH _ Preservation/Hyannis Project Street Address Village 2,gzy IVJ G ,``�� 3 �, ` Owner 26"I ZA:t Ck "��a Dl/> Address / VWer 75— Telephone ,� ff- Permit Request ���oLtsti �W� � Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 116400 Construction Type BUODJ� Lot Sized Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family W Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: XFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new t Half: existing new Z Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing newer First Floor Room Count �P Heat Type and Fuel: NrGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 5d'No Fireplaces: Existing New Existing wood/coal stove: ❑Yes &NNo 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 ArNo If yes, site plan review # Current Use Proposed Use S//UL/e yr4mt&✓ 1�CS11)CAIZ6 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name _ i° Telephone Number Address j � ` License # e- 5 &Pal�* 4 A-- 0901 Home Improvement Contractor# Worker's Compensation # l 3`7I 7o(,8 y 9 ALL CONSTR CTION DEBRIS RESULTING FROM THIS PROJ CT.WILL BE T EN TO pl;%// 2)14W, 16E_k L'�'Y-J 6 D/f SIGNATURE DATE ::!f l 0(/ l3 i FOR OFFICIAL USE ONLY _ APPLICATION# x w HATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE_OF INSPECTION: _ Y FOUNDATION 24 S��ss �i Qolts 13 t— FRAME u use 13, Y ' INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING . V DATE CLOSED OUT ASSOCIATION PLAN NO. t ort F, Town of Barnstable Regulatory Services s+ru+srae Thomas F. Geiler, Director MASS. `bA,fD J9' ",� Building Division , � Thomas perry, CB0,-Building Commissioner 200 Main Street, Hyannis,MA 02601 " www.town..barn�table.ma.us ' 0fice: 508-862-�403 8 Fax: 508-790-623 0 PLAN REVIEW Owner:&A$Tri4T Foe 141AM r-rV M4p/Parcel: Project Address 70- C%T—iy 2 LIJ B' gilder: j20'( T .��LEY The following items were noted on reviewing: F W l 2Ja9 ZEC,C, — (AJTj4DowS T O C k►W€ P) goNT POOCH CpNA)fCr-/oaS A)CMED TO � T.ST I:iPLZrT' 10rHPI� � 'B Reviewed by: Date:��yl13 - :- Hat® ® A, for Humanity' of Cape Cod Building homes... Changing lives... Preserving community January 15, 2013 To Whom It May Concern: This letter will confirm that Robert A Ryley is on staff full-time with Habitat for Humanity of Cape Cod serving as our Director of Construction. He has our permission and is fully authorized to act on our behalf in obtaining permission to build a single family residence at 72 Ginger Lane in Centerville. Habitat for Humanity of Cape Cod is its own developeribuilder for this project, with Mr. Ryley as the licensed construction supervisor. Sincerely, 4LRh Wil ym Vice-President 411 Main Street, Suite 6,Yarmouth Port, MA 02675•Ph:508-362-3559•Fax:508-362-3569•www.habitatcapecod.org - The Camasonweakh of Massachusetts DepartmentoffiulustrialAi ddents Office of.£nPaWgadairs 600 Washington Street Boston,MA 02nj WWW.mass govldia ' Workers' Compensation Insurance Affidayit Builders/Contra:coors/Elee'tliciaus/Plumbers, AppficantInformation Please Print Le fY Name(BUSinms/Organizatim.,dividnal): 1242 irn,� a •Address: ill /1�,f1 in) City/Sta#e/Zip: Phone.#k �D�' � '3�'�q Are you an employer? Check the appropriate bum 1. I am a emplayer with -4. ❑ I am a general contractor and I -Type of project(required): employees(fall and/or part timel. have hired the sub=contacf� 6 ❑New constracd,,, 2.❑ I am a'sole proprietor or partner- listed on tbe'attached sheet 7. ❑Remodeling ship and have no employees These sub-colors have 8. ❑Demolition working for me ut any capacity. employees.and have workers' 9. Builclin [No workers' comp.insm-anne C0-mp,insurance# ❑ g addition 5. We area a c ❑Electrical repairs or additions required-] ❑. corporation and its ID. '3.❑ I am a homeowner doing,IU.Work officers have exercised their 11.❑Plumbing repairs or additions niysel£ [No Worlds' comp. rigbt 6f exemption per MGI 1Z. Roafr insurance required j t c:152, §1(4), and we have no ❑ ePairs employees. [No workers' 13.❑Otber comp.insurance required) *Any applicant that checks bax#1=st also fill out the sectian below showing fheir woja&con>peosatien policy i�armalion t Homeowners who submit fits affidavit mdimtmg they are domg all work and a=hire outside contractthrs must subfor mfta new affidavit indicating such Conhactnrs that check fits box hmhst attaclhed tan additipual sheet showing fie narnc of fie sub-cuntrwtars and state whether ornot those entities have employees• 1f the sub-oeatractms have em Uccs,fh;Y umstprovid'e their workers'comp.poficynumber. .I am an employer that is providing workers'compensation insurance for my.employees. Below is thepoticy and job site information. hmzance Company Name: Lo�k xb# R1 S Policy#or Self-ins.I,ie.#- r] I Q 3Lg Expiration Date: 4 �/ /7j Yob Site Address: Lot �'l�G'e�i� L.�"N� Chy/State/Zip: C � 'e �43 Attach a copy of the workers' compensation policy declaratton page-(showing the policy number and expiration date). Failnre,to_secme coverage as regairadunder Section 25A ofMGL c, 152 can lead to the imposition of crinanal fine up to$1,500.00 and/or one- ar Penalties of a ye �P as well as ci�1 penalties in the form of a STOP WORK ORDER and a fine of up to S250.D0 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of —.1irvestigations of the DIAL for insurance covera*ge verification. I do hereby c r the p enalties 6f perjury that the informatox provided above is true acid correct .. Si e: Date: Phone F only. Do not write•in this area to be completed.by city or-town a �� n: Permit/I�icen e# thority(circle one): Health 2.Bm'Iding Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector son: Phone#r ® } DATE(MMIDD/YYYY) ACOR,O CERTIFICATE OF LIABILITY INSURANCE Fo3/29/2012 THI CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). C ACT PRODUCER NAME PHONE Lockton Risk Services AIC No Ext:888-553-9002 A No: E-MAIL P.O. Box 410679 ADDRESS: Kansas City, MO 64141-0679 INSURERS AFFORDING COVERAGE NAIC# INSURERA:Chubb Indemnity Insurance Company 12777 INSURED INSURER B: Habitat for Humanity of Cape Cod, Inc. INSURER C 411 Main Street INSURERD: Suite 6 Yarmouth Port, MA 02675 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE.FOR THE POLICY PERIOD INDICATED..;.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE S B POLICY EFF POLICY EXP LIMITS LTR INS WVD POLICY NUMBER MWDD/YYY MMIDDIYYY GENERAL LIABILITY EACH OCCURRENCt $ DAMAGETORENTED $ COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence CLAIMS-MADE DOCCUR MED EXP(Any one person) $ PERSONAL 8 ADV INJURY $ GENERAL AGGREGATE $ GEN`L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ POLICY PRO LOC $ - COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY accident) $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS eraccident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION 1371706899 04/01/2012 04/01/2013 R WCSTLATJU MT OER TH- AND EMPLOYERS LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE❑ NIA E.L.EACH ACCIDENT $1 000,000 OFRCERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT. $1,000,000. DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION Proof of Coverage SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHQRIZED REPRESENTATIVE 01988-2010 ACORD CORPORATION. All rights reserved., ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 9829725 1064953 The Commonwealth of Massachusetts William Francis Galvin - Public Browse and Search. Page 1 of 3 The Commonwealth of Massachusetts William Francis Galvin a Secretary of the Commonwealth Corporations Division One Ashburton Place, 17th floor Y Boston,MA 02108-1512 s.; Telephone: (617)727-9640 w�ii HABITAT FOR HUMANITY OF CAPE COD, INC. Summary Screen Help with this form 'Re quest_a�,Celtificate .,� The exact name of the Nonprofit Corporation: HABITAT FOR HUMANITY OF CAPE COD, INC: Entity Type: Nonprofit Corporation Identification Number: 222900430 Old Federal Employer Identification Number(Old FEIN): 001004220 Date of Organization in Massachusetts: 05/03/1988 Current Fiscal Month/Day: j Previous Fiscal Month/Day:01 /01 The location of its principal office in Massachusetts:" No. and Street: 411 MAIN ST., SUITE 6 City or Town: YARMOUTH PORT State: MA Zip: 02675 Country: USA If the business entity is organized wholly to do business outside Massachusetts,the location of that office: No. and Street: City or Town: State: Zip: Country: The name and address of the Resident Agent: Name: No. and Street:. City or Town: State: Zip: Country: The officers and all of the directors of the corporation: Title Individual Name Address(no PO Box) Expiration First,Middle,Last,Suffix Address,City or Town,State,Zip Code of Term PRESIDENT LYNETTE HELMS 61 PINE LANE 10/31/2013 BARNSTABLE,MA 02630 USA TREASURER DOUG REYNOLDS 39 TOWER HILL 10/31/2013 OSTERVILLE,MA 02655 USA CLERK DAVE KING 79 CAPTAIN CURTIS WAY 10/31/2013 ORLEANS,MA 02653 USA ASSISTANT CLERK JOAN BASSETT 16 NAUTICAL WAY 10/31/2013. SOUTH DENNIS,MA 02990 USA VICE PRESIDENT WIL RHYMER 66 CARVBER ROAD 10/31/2013 http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 1/11/2013 The Commonwealth of Massachusetts William Francis Galvin Public Browse and Search Page 2 of 3 r BREWSTER,MA 02631 USA DIRECTOR RICHARD MORGANO 630 RIVERVIEW DRIVE 10/13/2014 CHATHAM,MA 02633 USA DIRECTOR WARREN BRODIE 40 GROVE STREET#220 10/31/2015 WELLESLEY,MA 02482 USA DIRECTOR CHARLES ORR. 217 CLINTON AVENUE 10/31/2015 FALMOUTH,MA 02540 USA DIRECTOR JOHN TERRY 320 MAIN STREET 10131/2015 HYANNIS,MA 02601 USA DIRECTOR JOSEPH MCPARLAND 4 JOE-ANNE WAY 10/31/2015 HARWICHPORT,MA 02646 USA DIRECTOR FRANK ALMEIDA 47 BRICK KILN ROAD 10/31/2015 E.FALMOUTH,MA 02536 USA DIRECTOR MARY SCANLAN 9 BOBWHITE CRES. 10/31/2013 MASHPEE,MA 02649 USA DIRECTOR LARRY DRAGO 153 LOVELLS LANE 10/31/2013 MARSTONS MILLS,MA 02648 USA DIRECTOR RICK SAWYER 39 BLACK DUCK CARTWAY 10/31/2013 BREWSTER,MA 02631 USA DIRECTOR LISA BUSHY 60 TURNIP STREET 10/31/2015 EASTHAM,MA 02642 USA DIRECTOR FRED THIMME 377 WHEELER ROAD 10/31/2015 MARSTONS MILLS,MA 02648 USA DIRECTOR RON WINNER 60 CARLA ROAD 10/31/2015 HYANNIS,MA 02601 USA Consent Manufacturer _ Confidential Data Does Not Require Annual Report Partnership Resident Agent _ For Profit _ Merger Allowed Note:There is additional information located in the cardfile that is not available on the system. Select a type of filing from below to view this business entity filings: http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 1/11/2013 The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search . Page.3 of 3 ALL FILINGS Annual Report I Application For Revival Articles of Amendment Articles of Consolidation-Foreign and Domestic . � ,51FF' lfi0 a R W RRI Search Comments O 2001-2013 Commonwealth of Massachusetts All Rights Reserved Help t http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 1/11/2013 1 Affidavit of Substantial Financial Interest I, of L(ebOS , on oath depose and state as f flows: 1. I am an applicant for a building permit for the property lecated at Map , Parcel I Lt K The address of the property is 14U6-E2 A r91� 2. 1 have "� % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is V1"j , the following individuals or entities have had a 1% or greater legal or equitable Interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name , Address /me0,�675- t (� 4. Within the last twelve months, from today's date, which is 1gy ,3 , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted -4. building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received .0"'building.permits for property in which I have a 1% legal..or equitable interest. 0/ 3 Signed under the pains and penalties of perjury, thisL day of J e 9 P P — noJ*'t 2001-0050/affin 1 O/LOTTERY/AFMDAVIT t3 k 26870 Pc-9 171 67772 11-20--2012 & 09= 0 Asa QUITCLAIM DEED T, Richard A. Maitland,a married man, of 299 Main Street,West Yarmouth, Massachusetts02673 For Consideration of One Dollar and No/100($1.00)paid Grant to Habitat for Humanity of Cape Cod,Inc.,a Massachusetts non-profit corporation,with a principal business address of 411 Main Street, Suite 6, Yarmouth Port,Massachusetts 02675 0 Q" With Quitclaim Covenants The land in Barnstable(West Hyannis Port),Barnstable County,Massachusetts,bounded x and described as follows: a� Beginning at the Northeast corner of the premises,at the Southeast corner of land of Guido Sabatinelli,Jr.,on the Westerly side of a right of way,thence running a SOUTHERLY by the Westerly side of the right of way, One Hundred(100.00) feet,more or less,to the land of the Town of Barnstable;thence N WESTERLY by the land of the Town of Barnstable,One Hundred Forty-seven 6 (147.00)feet,more or less,to a concrete bound and land of Angelo J. Falcone et ux;thence A ' NORTHERLY by land of Angelo J. Falcone,Forty-six and 79/100(46.79) feet, more or less,to a concrete bound;thence O NORTHERLY by land of.Alden R. English,et ux, Sixty-six and 67/100(66.67) feet,more or less,to land of Guido Sabatinelli,Jr.;thence a EASTERLY by land of Guido Sabatinelli,Jr., One Hundred Thirty-three and 70/100 (133.70)feet,more or less,to point of beginning. v Bk 26870 Pg 172 #67772 Containing 14,810 square feet,more or less. As shown on plan of land entitled"Plan of Land at Barnstable(Hyannis Port),Mass." for Lee Glenn, March 29, 1979, Scale I"=40',by Edward E. Kelley, Registered Land Surveyor,Cummaquid,Mass., recorded in Plan Book 332, Page 22. The Grantor hereby certifies under the pains and penalties of perjury that the premises is not his primary residence,and therefore is not homestead property. Meaning and intending to convey said premises as set forth in Deed dated February 26, 1991 and recorded with the Barnstable County Registry of Deeds in Book 7476, Page 27. Executed as a sealed instrument this (5b day of September,2012. • �thr�,,.��C���c�rz,�C Richard A. Maitland COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: On this cb day of September,2012,before me,the undersigned notary public, personally appeared Richard A.Maitland,proved to me through satisfactory evidence of identification,which was MA .1\ALPC ,' 1,j!961-e- to be the person whose name is signed on the preceding or attached document,and acknowledged to me that he signed it voluntarily for its stated purpose and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of his knowledge and belief. BARNSTABLE COUNTY otary Pu- 11 REGISTRY OF DEEDS My Commission Expires: A TRUE COPY,ATTEST MAUREER N. SHEA NOTARY PUBLIC JOHN F.MEADE,REGISTER Commonwealth of MassaChusfllls My commission Expires August 12, 2016 BARNSTABLE REGISTRY OF DEEDS N-lassachusetts- Depallnient.uf Public SafetA:; Roard of"Buildin.�Regailation♦ rn St tr s{ Construction Supervisor License License: .CS 3268 - ; h.. ROBERT`M RYLEY 462 HARWICH.RD BREWSTER, MA`02631 f.xpiraoon: 3/8/2013 (bm.aissiuner Tr#:"1:1861 Office of Consumer Affairs and usiness Regulation 10 Park Plaza- Suite 5 170 .Boston, Massachusetts 02116 Home.Improvement Contractor Registration Registration: 112143 _ Type: :DBA r - Expiration: 12/16/2013 Tr# 218789 f{ : RYLEY CONSTRUCTION r _ ROBERT- .RYLEY 462 HARWICH RD BREWSTER, MA 02631. - -- Update Address and return card.Mark reason for change. Q Address :E] Renewal Employment 0 Lost Card DPS-CA1 %3 50M-04104-G101216 License or registration for use only Office of Consumer Affairs&B smess Regulation on valid y HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration:,.;1.12143 Type Office of Consumer Affairs and Business Regulation Expiration: -12146/2013 DBA 10 Park Plaza-Suite 5170 Boston,MA 02116 RYCEY CONSTRUCTION ROBERT RYLEY 462 HARWICH RD ,:... g. BREWSTER,MA 02631. Undersecretary Not valid withou M n re G , G Effective Date: January 22, 2013 p G G l J G J G WesternSure ompany . p p il ' J LICENSE AND PERMIT BOND 6 � f tl F KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 71370720 G il G il „ That we, Habitat For Humanity of Cod, Inc. G J F of Yarmouth , State of Massachusetts as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed, to do surety business in the. State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts , as Obligee, in the penal sum of Four Hundred and 0 0/10 0 DOLLARS ( $4 0 0 0 0 lawful money of the United States,-to be paid.to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Site Improvement Performance For Driveway/Curbing Permit by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, . then this obligation to be void, otherwise to remain -in full -force and effect until. January 22nd 2014 unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S Mail"$,9 +1j`e Obligee and to the Principal at the address last known to the Surety, and at the expiration of th YNays from the mailing of said notice, this bond shall ipso.facto terminate and the Surety sher'et� o:i lb .ieved from any liability for any acts or omissions of the Principal subsequent to said dt number of years this bond shall continue m.force, the number of claims made a an> h1b.}b6nc e .number of premiums which shall be payable or paid, the Surety's total limit of l tv all`1 t`oe e-ulative from year to year or period to period, and in no event shall the Surety's total li � aa�vs,=exceed the. amount set forth above. Any revision of the bond amount shall not be cu p 199AtdA6@@> G Dated this 24th day of January 2013 W p G ' p G F G HABITAT FOR HUMANITY OF COD, INC. F G f• G Principal r• �[.ttsCCC7 e Principal ' p J fi WESTE SURET COMPANY p p � BG Y p Paul T.Bruflat, S for Vice President p Form 532-12-2011 ' p � ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 24th' day of January 2013. . ;,before,me, the undersigned officer, personally appeared Paul T. Bruflat ,Who.acknowledged-himself to be-the aforesaid officer of WESTERN SURETY COMPANY, a corporation;and that he as such officer,being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. }444444444444444444444444} S. PETRIK p 'r SEAL NOTARY PUBLIC SF s ary Public—South Dakota iSOUTH DAKOTAC s }44444444444444444444444} -' My Commission Expires August 11, 2016 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) _, � I, COUNTY OF On this day of before me personally appeared known to me to be the individual— described in and who executed the foregoing instrument and acknowledged to me that—he— executed:the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL,. .• STATE OF rp rat ) •,,,., _ -;(Co o e Officer COUNTY OF ss On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. = t My commission expires , Notary Public S✓ E Z a ZZGO a w ° i W Z >� aI 0 a o w . ¢ =M Tow f13A sta—W rY Regulato Services - MASS � Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Sheet,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 - Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A.Builder I as Owner of the subject property hereby.authorize R0. 12 le ' to act on my behalf, . in all matters relative to work authorized by this building permit (A dress of Pool fences fences and alarms are the responsibili of the applicant. tY : PP Pools. are not to be filled before fence is installed and pools are�not to be utilized until all final inspections are performed and accepted. Signature of Owner 'In", S ignature of Applicant. Print Name iut 1 i2 r,,.,e i- .. Print Name V/icP- . PI-e-sIde-7t- p —I o Date QYORM&OWNERPERMISSIONPOOLS t THE Town of Barnstable Regulatory Services Thomas F.Geiler,Director 16.19.A1�� -`D Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code ' The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department_ minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed personas 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 fom-i/certification for use in your community. Q:forms:homeexempt i A a , MiTek � MiTek USA, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 314-434-1200 Re: 645005 72 GINGER LANE,CENTERVILLE,MA The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Boise Structural Solutions. Pages or sheets covered by this seal: I19961375 thru I19961377 My license renewal date for the state of Massachusetts is June 30,2014. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. XUEGANG LIU n' STRUCTURAL NO.43283 Q , .. g9G,i-9'�Lt3'cPEO t�44' FS:SiDY.AL�F`�S'` V v - January 3,2013 Liu,Xuegang The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss. TGESI pe Qty Ply 72 GINGER LANE,CENTERVILLE,MA119961375 645005 001 2 1 A_MGE_E125993_1/3/20134:10:59PM Job Reference(optional) Boise Structural Solutions, Biddeford,ME 04005 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Jan 0315:23:52 2013 Page 1 ID:UbYhyklull IMQF1 Pn7eBhYzf?a_-cypYBsbToglxR1 mjsvhyXNbl9V1 Av9FhULV?Rozzt_L 1-o-a 1so 0 30-0-0 �° 1-o-o 15-0-0 15-0-0 1-0-0 Scale=1:61 A 44= 6.o0 12 11 10 12 3x6% 42 43 g 13 3x6 8 t4 7 15 41 6 16 44 5 17 4 18 3x4 II 40 45 13x4 II 3 3 2 20 1 21 [o d d N 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4 II 36= 3x4 11 30-0-0 30-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TOLL 30.0 Plates Increase 1.15 TC 0.17 Vert(LL) -0.01 21 n/r 180 MT20 169/123 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.10 Vert(TL) -0.01 21 n/r 120 BCDL 10.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.00 22 n/a n/a BCLL 0.0 'BCDL 10.0 Code IRC2009ITP12007 (Matrix) Weight:153 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SPF-S No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except 1-8,14-21:2x4 SPF 1650E 1.5E end verticals. BOT CHORD 2x4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF-S No.2 WEBS 1 Row at midpt 11-30,10-32,12-29 OTHERS 2x4 SPF-S No.2 REACTIONS All bearings 30-0-0. (lb)- Max Horz 39=176(LC 7) Max Uplift All uplift 100 lb or less atjoint(s)32,33,34,29,28,27 except 39=-317(LC 6),22=-296(LC 7),35=-104(LC 8),36=-152(LC 8).37=-145(LC 8). 38=-300(LC 7),26=-104(LC 9),25=152(LC 9),24=-146(LC 9),23=-283(LC 6) Max Grav All reactions 250 lb or less at joint(s)39,22,34,35,36,37,38,27,26, 25,24,23 except 30=354(LC 9),32=291(LC 2),33=268(LC 2),29=291(LC 3), 28=268(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 541=0/271,6-41=0/277,6-7=-31/347,7-8=-39/405,8-9=0/415,9-42=-48/487, 10-42=0/493,10-11=55/583,11-12=-55/583,12-43=0/493,13-43=-48/487,13-14=0/415, 14-15=-39/405,15-16=-31/347,16-44=0/277,17-44=-33/271 WEBS 11-30=-350/0,10-32=-251/176,12-29=-251/176 NOTES (14) 1)Wind:ASCE 7-05;120mph(3-second gust);TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)-1-0-0 to 2-2-6,Interior(1)2-2-6 to 11-9-10,Extedor(2)11-9-10 to 15-0-0,Intedor(1)18-2-6 to 27-9-10 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIlTPI 1. 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs �� non-concurrent with other live loads. XUEGANG g Fn 6)All plates are 1.5x4 MT20 unless otherwise indicated, LIUAL STRUCTUR 7)Gable requires continuous bottom chord bearing. NO:TUR 43283 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). o Q 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. FrSrONAt V 11)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)32,33,34,29,28,27 except(jt=lb)39=317,22=296,35=104,36=152,37=145,38=300,26=104,25=152,24=146,23=283. �8nU8 3,2013 d9AtA?jV� i i¢c�breaks including heels"Member end fixity model was used in the analysis and design of this truss. January ®WARNING Verify design:parameters marl READ AIQ1=ON THIS AND INCLUDED.A;TSK lYI3F'EREPJCE PAGE Ml-74 J'8 83Ft`ORE USE Design valid for use only with MTek connectors.This design u based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown u for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Well(erector.Addtional permanent bracing of the overall structure is the responsibility of the buBding designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria.DSO.89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute.781 N.Lee Street Suite 312.Alexandria,VA 22314. 14515 N.Outer er 63017 1f Southern Pine(SP or SPp lumberis specified,the design values are those effective AS:'9€ 02 b ALSC or proposed by SP18. �J�obss Truss Type ::�Qty77P�IY72ER LANE,CENTERVILLE,MA 119961375 GESI E1259931/3/20134:10:59PMence o tional Boise Structural Solutions, Biddeford,ME 04005 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Jan 0315:23:52 2013 Page 2 14)Drawing prepared exclusively for manufacturing by Boise Structural Solutions ID:UbYhyklulllMQFlPn7eBhYzf?a_cypYBsbToglxRlmjsvhyXNbl9V1Av9FhULV?Rozz1 L LOAD CASE(S) Standard A FA.ARAt7NG Verify dImign parametem<mdREAD NOTM ON 7711E AND INULLIDED IMTEKREFEREIVE PAW W1-7473 Sf 7�' WLW Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M!lT ek` fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 145f 5 N.Outer Forty,Suite ig00 Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Chesterfield,Outer 63017 if Soutbern Pine(SP or SP turhl specified,the design values are those effective 06,0112012 ALSO or proposed SP7H, J Job LOO2ss . Truss Type City Ply 72 GINGER LANE,CENTERVILLE,MA 119961376 645005 FINK 11 1 A_PMT_E125993_1/3/20134:10:55PM Job Reference(optional) Boise Structural Solutions, Biddeford,ME 04005 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Jan 03 15:23:53 2013 Page 1 ID:UbYhyklul l IMQF1 Pn7eBhYzf?a_-48NwPCb6Z8to3BKwQcDB3a8iOuBieUJ6?EZzFu1_K 7-7-12 15-0.0 22-4-4 30-M 31 0.0 1-60 7-7-12 7-4-4. 7-4-4 7.7.12 1-0-0 Scale=1:60.6 5x6= 6.00 12 5 US% 17 18 3x6 4 6 US% 3x6 3 7 16 19 5x8 II 15 20 5x8 II yqI 2 8 li 9 0 d N 14 21 22 13 23 12 24 11 25 26 10 5x8 MT20H= 3x4= 3x8 MT20H= 3x4= 5x8 MT20H= 10-1-3 19-10-13 30-0-0 10-1.3 9-9-11 10-1-3 Plate Offsets(X Y): 12 0-3-15 Edgel I8-0-3-15 0-0-01 [1O:Edge 0-3-01 114•Edge 0-3-01 LOADING(psf) SPACING TCLL 30.0 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 1.00 Vert(LL) -0.38 11-13 >944 240 MT20 169/123 TCDL 10.0 Lumber Increase 1.15 SC 0.85 Vert(TL) -0.58 10-11 >619 180 MT20H 127/93 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.09 10 n/a n/a BCDL 10.0 Code IRC2009ITP12007 (Matrix) Weight:130lb FT=0% LUMBER BRACING TOP CHORD 2x4 SPF 1650F 1.5E`Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5:2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 9-0-2 oc bracing. BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2 Rows at 1/3 pts 3-14.7-10 WEBS 2x4 SPF-S No.2*Except* 5-11,5-13:2x4 SPF 165OF 1.5E REACTIONS (lb/size) 14=1802/0-5-8 (min.0-2-13),10=1802/0-5-8 (min.0-2-13) Max Horz 14=176(LC 7) Max Uplift 14=-705(LC 8),10=-705(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-15=358/339,15-16=-231/347,3-16=-125/368,3-4=-2116/1005,4-17=-1971/1024, 5-17=-1965/1041,5-18=-1967/1043,6-18=-1972/1026,6-7=-2118/1007,7-19=-124/366, 19-20=-229/345,8-20=-354/337,2-14=-478/510,8-10=-475/508 BOT CHORD 14-21=-603/1854,21-22=-603/1854,13-22=-603/1854,13-23=-322/1436,12-23=-322/1436, 12-24=-322/1436,11-24=-322/1436,11-25=-605/1856,25-26=-605/1856,10-26=-605/1856 WEBS 5-11=-288/792,7-11=-316/420,5-13=-287/790,3-13=-314/418,3-14=-2047/670, 7-10=-2052/676 NOTES (10) 1)Wind:ASCE 7-05;120mph(3-second gust);TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)-1-0-0 to 2-2-6,Interior(1)2-2-6 to 11-9-10,Exterior(2)11-9-10 to 15-0-0,Interior(1)18-2-6 to 27-9-10 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. Ge'�P 3t+OF raq vp�cyG 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e�1 ' his truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit XUEGANG. -� LIU �» ' between the bottom chord and any other members,with BCDL=IO.Opsf. AL U CTR STRUT 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)14=705, STRUCTURAL U 10=705. N10. 83 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. A9�F9Fe±sTr.R�v 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions ssl/>Nai LNG LOAD CASE(S) Standard January 3,2013 AWARNING-Verify dnsigapararn4teraandREADN07WSON TINS AND INCLODED.O LKREFERPMEPAWP?FI-74n.BBFORBUSE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. ~ Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the IYI�1e9,� erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. 14515 N. Outer er 63017 If Southern Pine(SP or SP lumberis s rafted*the design values are those effective 08F4f12M b ALSC or proposed b SPIP. r Job Truss Truss Type Qty Ply 72 GINGER LANE,CENTERVILLE,MA 119961377 645005 003 FINK 10 1 A_MCO_E125993_1/3/20134:10:57PM Job Reference(optional) Boise Structural Solutions, Biddeford,ME 04005 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Jan 03 15:23:54 2013 Page 1 ID:UbYhyklu111MQF1Pn7eBhYzf7a_-ZKxlcYckKSMLv6_KkQcoguzlYUNyK_xf 6Vhzz1_J 7-7-12 15-0.0 22-4-4 0 0 0 1 0 0 1)1-0.0 7-7-12 7-4-4 7-4-4 7-7-12 1-0.0 Scale=1:60.6 5x6 = 6.00 12 5 US% 18 19 3x6 q 6 4x8\\ 3x6 3 7 17 20 6x6= 16 21 5x8 I I 2 8 9 0 �N 15 14 13 22 12 23 11 24 25 10 3x4 I I 3x8= 4x4= 3x8 MT20H= 4x4= 6x6= 6-0-0 10.1.3 19.10-13 30-0.0 6-0-0 4-1-3 9-9-11 10-1-3 Plate Offsets(X Y): 12:0-2-8,0-2-01 18:0-3-15 0-0-01 LOADING(psf) SPACING TCLL 30.0 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.92 Vert(LL) -0.34 11-13 >842 240 MT20 169/123 TCDL 10.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.57 11-13 >501 180 MT20H 148/108 BCLL 0.0 • Rep Stress Incr YES WB 0.74 Horz(TL) 0.04 10 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:131 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SPF 165OF 1.5E'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 4-5:2x4 SPF-S No.2 end verticals. BOT CHORD 2x4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SPF-S No.2`Except* 6-0-0 oc bracing:13-14. 5-11,5-13:2x4 SPF 165OF 1.5E WEBS 1 Row at midpt 5-13,7-10,3-14 REACTIONS (lb/size) 1 4=2 1 5310-5-8 (min.0-3-6),1 0=1 339/0-5-8 (min.0-2-3) Max Horz 14=176(LC 7) Max Uplift 14=1 180(LC 8),10=-571(LC 9) Max Grav 14=2153(LC 1),10=1410(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-16=-657/497,16-17=-640/635,3-17=-621/689,3-4=-593/317,4-18=-528/336, 5-18=-479/353,5-19=-1312/609,6-19=-1313/592,6-7=-1498/573,7-20=-109/363, 20-21=-209/342,8-21=-333/334,8-10=-462/506 BOT CHORD 13-14=-89/503,13-22=-4/740,12-22=-4/740,12-23=-4/740,11-23=-4/740, 11-24=-257/1350,24-25=-257/1350,10-25=-257/1350 WEBS 5-11=340/922,7-11=-422/471,5-13=-608/509,3-13=-326/924,2-14=-634/939, 7-10=-1467/217,3-14=-2008/1113 NOTES (10) 1)Wind:ASCE 7-05;120mph(3-second gust);TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)-1-0-0 to 2-2-6,Interior(1)2-2-6 to 11-9-10,Exterior(2)11-9-10 to 15-0-0,Interior(1)18-2-6 to 27-9-10 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs �\zt 01w tigrrgc non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. cs XUEGANG ir'+ 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit UU' AL STRUCTUR between the bottom chord and any other members,with BCDL=10.Opsf. tJO. TUR 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)14=1180, b Q 10=571. y'U,r.'9FGiS-1f.. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. DNAti, 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard January 3,2013 A WARMNG Vadfy design p.rnatrrs and READ jV0jW ON TR1S AND 1hrLUD_-D fflfSK Rf#PlxJ'aWR PAGE W1V4J"J BM)RE f.SIK Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the , erector.Addtional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYI 1 fabrication,quality control,storage,defivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 14515 N.Outer FoAy,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandra,VA 22314. Chesterfield,Outer 63017 If Southern,PBne(SporSpp lumberiss eeifled,thedesi nvaluesarethoseeffective0fi:9412012h ALSGorproposedb Spl8. I ®Boise Cascade Single 9-1/2" AJS® 140 AM Joistl1stFloor\DR1 BC CALCO 3.0 Design Report-US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday,January 02,2013 Build 517 16 OCS Repetitive Glued&nailed construction File Name: Ginger Lane 72 Centerville Cales Job Name: 3 Bedroom Ranch Description:,1stFloor\DR`l Address: 72 Ginger Lane `Specifier: be, City,State,Zip:Centerville, Ma Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1144 Miser 14-10-14 14-10-14 29 BO,6-7/8" B1;.3-1/2" B2,6-7/8" LL 363 Ibs , LL 960 Ibs - LL 363 Ibs DL 79 lbs. DL 240 Ibs DL 79 Ibs Total Horizontal Product Length=29-09-12 Live Dead Snow Wind Roof Live OCS Load Summary , Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard.Load Unf.Area(psf) L . 00-00-00 29-09-12.40 10 16 Controls Summary. Value %Allowable Duration Case Span Disclosure Pos. Moment 1,248 ft-Ibs 50.9% 100% a'`' 16 2- Internal Completeness and accuracy of input must Neg. Moment -1,727 ft-Ibs 70.5% 100% 1 2-Left be verified by anyone who would rely on End Reaction 442 Ibs 37.6% 100% 16 ' 2-Right output as evidence of suitability for Int. Reaction 1,200 Ibs 51.0% 100% 4 2-Left particular application.Output here based on buildingcode-accepted End Shear 404 Ibs 34.8% 100% 14 1 -Left ysis design .properties and analysis a methods. Cont.Shear 590 Ibs 50.9% 100% 1 2 Left w Installation of BOISE engineered wood Total Load Defl. U849(0.204") 283% 16 2 products must be in accordance with ` . . 16 2 current Installation Guide and applicable Live Load Defl. U9780177" ( ) 491%- ��building codes.To obtain Installation Guide Total Neg. Defl. _ L/-3,008(-0.057') 8.0% .;' 16 Y 1'.; or ask questions,please call Max Defl. 0'204" 20.4% 16 - ' ,2, (800)232-0788 before installation. Span/Depth 18.2 n/a ? BC CALC@,BC FRAMER@,AJSTM ALLJOISTO,BC RIM BOARDTm BCI@, %Allow %Allow BOISE GLULAM-,SIMPLE FRAMING Bearing Supports Dim.(L x W) Value Support Member. Material SYSTEMS,VERSA-LAM@,VERSA-RIM BO Wall/Plate 6-7/8"x 2-1/2" 442 Ibs n/a ` n/a Unspecified PLUS@,VERSA-RIM@, 61 Beam 3-1/2"x 2-4/2" 1,200 Ibs 98.3% n/a Versa-Lam 2.0 VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood B2 Wall/Plate 6-7/8"x 2-1/2". 442 Ibs n/a - n/a Unspecified Products L.L.C. Notes Design meets Code minimum(U240)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: • yr, _ _ Page 1 of 1 " ®Boise Cascade Single 3-1/2" x 9-1/2" VERSA LAM®2.0 3100 SP' Floor Beam\1stFloor\DR2 BC CALCO 3.0 Design Report-US Service class 115 spans J'No cantilevers 10112 slope Wednesday,January 02,2013 Build 517 File Name: Ginger Lane-72 Centerville Calcs Job Name: 3 Bedroom Ranch Description: 1stFIoor\DR2 Address: 72 Ginger Lane Specifier: . .bc City,State,Zip:Centerville, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: , ' 2 ` & 08-08-00 08-08-00 08-08-00 08-08-00 08-08-00 BO,4" B1,3-1/2" B2,3-1/2" B3,3-1/2'. B4,'3-1/2" B5 4 LL 2,424 Ibs LL 6,108 Ibs LL 5,889 Ibs LL 5,090 lbs LL 4,886 Ibs LL 1,954 Ibs DL 569lbs DL 1,530lbs DL 1,360 Ibs DL 1,171'lbs DL 1,231 Ibs DL 463lbs Total Horizontal Product Length=43-04-00 Live Dead Snow Wind Roof Live Trib. Load Summary L Tag Description Load Type Ref._.Start; End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 24-00-00 40 10 15-00-00 2 floor Unf:Area(psf) 'L " 24-00-00 43-04-00 40 10 a 12-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos.Moment 5,115 ft-Ibs' 36.6% 100% 14 1 Internal Completeness and accuracy of input must ` Neg. Moment -6,244 ft-Ibs 44.7% 1000/0 18 1 -Right be verified by anyone who,would rely on End Shear 2,139 Ibs 33.9% 100%, 14 1,-Left output as evidence of suitability for' particular application.'Output here based ._ Cont.Shear . 3,220 Ibs 51.0% 100% 18 1 Right on building code-accepted design . Total Load Defl. U846(0.119") 28 % 14 1 properties and analysis methods. Live Load Defl. U994(0.101") 36.2% 14 1 installation of BOISE engineered wood Total Neg. Defl. U-1,787(-0.058") 13.4% 14 2 products must be in accordance with Max Defl. 0.1191, 11.9% 14' 1 current Installation Guide and applicable building codes.,To obtain Installation Guide Span/Depth 10.6 ' n/a 5 �or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALCO,BC FRAMER@,AJSTm Bearing Supports Dim.(LxW) Value Support Member Material ALLJOIST@,`BC RIM BOARD-,BCI®, BO Wall/Plate 4"x 3-1/2" 2,993 Ibs n/a 28.5% Unspecified, BOISE GLULAM-,SIMPLE FRAMING 61 Post 3-1/2"x 3-1/2 7,638 Ibs n/a 83.1% Unspecified SYSTEM@,VERSA-LAM@,VERSA-RIM B2 Post 3-1/2"x 3-1/2" 7,249 Ibs n/a 178.90% Unspecified PLUS@,VERSA-RIM@, B3 Post 3-1/2"x 3-1/2" 6,262 Ibs n/a 68.2/o Unspecified VERSA-STRAND@,VERSA-STUD@ are. ° P ecified trademarks of Boise Cascade Wood B4 Post 3-1/2"x 3-1/2" 6,117 Ibs n/a 66.6% Unspecified Products L.L.C. B5. Wall/Plate 4"x 3-1/2" 2,418 Ibs n/a 23.0% Unspecified Notes Design meets Code minimum(U240)Total oad deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Page 1 of 1 b;. F� A FYC Grtirle to Wood Construction in High Knd Areas:11 D tnph Wind Zone Massachusetts Checklist for Compliance (78Q CNIR 5301.2.1.1)' Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust). ..................................... .......... 110 mph er Wind Exposure Category.................. Wind Exposure Category ....................:.........0 ✓ 1.2 APPLI!CABIL17Y gEngineering Required For Entire Prject o ................ Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) t stories 5 2 stories RoofPitch......:.............:.......................................................... (Fig 2) .................................:.........—( _ 512:12 Mean Roof Height - ..................... (Fig 2)................... t'�ft 5'33' ✓ Building Width,W ........................................................ ............................................... .(Fig 3)........... ......: ..-........ .................._........30 ft 5 80' ✓ Building Length, L :............................................:................(Fig 3)................................................a ft 5.80' Building Aspect Ratio(LIW) ........................................:......(Fig 4):................................................b 6r 5 3:1 Nominal Height of Tallest Opening2 ✓ (Fig 4)............................................ ' S 6'8'. Ae 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2) ........................................... ... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete......................................................... , Concrete Masonry ..................:..........:..:. .. ........... ......................................................................... 2.2 ANCHORAGE TO FOUNDATION' 5/8'Anchor Bolts-imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete onI Bolt Spacing-general..........................................(Table 4) in. Bolt Spacing from end joint of late ................. J P Fi 5 „ . ( 9 ).............. m.56 Bolt Embedment-concrete................ .. Bolt-Embedment-mason (Fig )...... ........................................... masonry.....:.......................:...........(Fig 5).....:......t...... � 15 Plate Washer..' (Fig 5)...............................................>3'x 3'x'/" 3.1 FLOORS Floor-framing member spans checked ............... (per 780 CMR Chapter 55 Maximum Floor Opening eimension ...................................... (Fig ............................ _ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6 Maximum Floor Joist Setbacks ( 9 )........................�..._1 . ✓ Supporting Loadbearing Walls or Shearwall................ Maximum Cantilevered Floor Joists (Fig 7)..............`......................................U-ft d Supporting Loadbearing Walls'orShearwall................(Fig 8)......... ........ FloorBracing at Endwalls................... -ft c d - ..:.....:.... ........(Fig 9)............. Floor She athin Type _......................................: .......... ...(per 780 CMR Cha ter 55 Y Floor Sheathing Thickness ...::............................................. _. (per 780 CMR Chapter 55 • Floor Sheathing Fastening P ) � m. = '..(Table 2).. d nails at_-k—in edge/1�in field 4.1 WALLS Wall Height Loadbearing walls................. • •-•••••- (Fig 10 and Table 5 g ft _<10' _✓ ' • Non-Loadbearing walls.....................................:......:...(Fig 10 and Table 5) S ft s 2Q Wall Stud Spacing '"••"""""""...................................................... (Fig10 and Table 5 < Wall Story Offsets .. )...................I'(o m. 24'o.c. .....................................................;..(Figs 7&8)::.. ....... ..... ft s d ✓ 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls............::........................ (fable ). .....-.2x ft Non=Loadbearing walls ........ .....(Table 5) ..... _xj in. Gable End Wall Bracing """"' r-�- Full_Height Endwall Studs..::..........- ...............................(Fig 10)....................... WSP-Atdc Floor Length................::.. ......... ...........................(Fig 11)................... ftzW/3 ✓ 'Gypsum Ceiling Length(f WSP not used """"""'�— )....:............:.(Fig 11)............................................ ft>_Q.9W ✓and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)................ 1 x 3 ceilingfurrin strips ..............................'................. •✓ • 9@ 16'spacing min.with 2 x 4 blocking @ 4 f.spacing in end joist or truss bays Double Top Plate Splice Length ... ................(Fig 13 and Table 6) g ` Splice Connection (no.of 16d common nails) (Table 6)............................ AWC Guide to Hood Constructlou iri High /rind Areas: IID mph IVfnd Zo e Massachusetts Checklist for Compliance (780 C.KR5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7).................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8) oZ ✓....................................................... Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans .......................................................(Table 9)................................... if It D in.511' ✓ SIR Plate Spans ................................::......................(Table 9)....................................q It 0 in. c 11 � Full Height Studs (no. of studs)....................................(Table 9).............................................. .... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. ff ft 0 in.512, ✓ Sill Plate Spans......................:....................................(Table 9)......................................aft 0 in.512" Y Full Height Studs(no. of studs)....................................(Table 9)....................................................... of ✓ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension, W Nominal Height of Tallest O enin 2 ................................................ f$5 61. SheathingType................... .........................(note 4)..................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less) .. !v in. ✓...................... Feld Nail Spacing ...(Table 10) 1— Shear Connection (no.of 16d common nails)(Table 10)....................................................... eta Percent Full-Height Sheathing...................:...(Table 10)..................... ✓ 5%Additional Sheathing for Wall with Opening>6V(Design Concepts).................... ✓ Maximum Building Dimension, L Nominal Height of Tallest Opening2........................ ✓ ............................................ �g' _<6'8' SheathingType..............................................(note 4)..................................................... OSS ✓ Edge Nail Spacing.........................................(Table 11 or note 4 if less) in. Feld Nail Spacing........... ..............................(Table 11)................,............................ n„, Shear Connection(no. of 16d common nails)(fable 11)............. 3 Percent Full-Height Sheathing.......................(Table 11)..................... ... .....13% 5%Additional Sheathing for Wall with'Opening>6'8'(Design Concepts).................:.. +� Wall.Cladding. Rated for Wind Speed?.............................................................. . 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) ✓ Roof Overhang ...................................................(Figure 19)............. ft s smaller of 2'or U3 ✓ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors ....................................... � plfUplift.................................................(Table 12)...... a✓ Lateral.............................................(Table 12)............... .............................L=. plf Shear....:.................................. (T )............................................S=�plf Ridge Strap Connections, if,collar ties not used per page 21... (Table 13):..............................T= _plf ✓ Gable Rake Oudooker.......::.................................(Figure 20) ............. 0 ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=YP L lb. ✓ Lateral(no. of 16d common nails)...(Table 14) =Ljt_ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 an 59) ...........: o/ Roof Sheathing Thickness............................•-.....:•:................................................ in.> Roof Sheathing Fastening.............................................(Table 2) Notes: -1. • This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the.requirements of 7B0 CMR-5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps per.Figure.14 d. All Straps per Figure 17 e. .Comer Stud Hold Downs per Figure 18a and Figure i 8b 2. Exception:Opening heights of up to 8 fL shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. r GENERA! REQUIREMENTS TABLE 301A-continued CLIMATE ZONES,MOISTURE REGIMES,AND WARM-HUMID DESIGNATIONS BY STATE,COUNTY AND TERRITORY MASSACHUS=S 5A(all) TABLE 402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' CRAWL GLAZED WOOD MASS BASEMENT` SLAB° SPACE` CLIMATE FENESTRATION SKYLIGHT° FENESTRATION CEILING FRAME WALL WALL FLOOR WALL R-VALUE WALL ZONE U-FACTORb U-FACTOR SHGCh" R-VALUE R-VALUE R-VALUE' R-VALUE R-VALUE &DEPTH R-VALUE 1 4.2 0.75 0.30 30 13 3/4 13 0 0 0 2 0.651 0.75 0.30 30 13 4/6 13 0 0 0 3 0.5a 0.65 0.30 30 13 5/8 19 5/13r 0 5/13 4 except 0.35 0.60 NR 38, 13 5/10 19 10/13 10,2 ft. 10/13 Marine Marine 4 0.35 0.60 . NR 38 20 or 13+5" 13/17 309 10/13 10,2 ft 10/1-3 6 0.35 0.60 NR 49 20 or 13+51 15/19 309 15/19 10,4 ft 10/13 7 and 8 0.35 0.60 NR 49 21 19/21 389 15/19 10,4 ft 10/13 For SI: 1 foot--*304.8 mm. ' a. R-values are minimums.U-factors and SHGC are maximums.R-19 Batts compressed into a nominal 2 x 6 framing cavity such that the R-value is reduced by R-I or more shall be marked with the compressed batt R-value in addition to the full thickness R-value. . b. The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. c. "15/19"means R-15 continuous insulated sheathing on the interior or exterior of the home or R-19 cavity insulation at the.interior of the basement wall."15119" shall be permitted to be met with R-I3 cavity insulation on the interior of the basement wall plus R-5 continuous insulated sheathing on the interior or exterior of the home."10/13"means R-I0 continuous insulated sheathing on the interior or exteriorof the home or R-13 cavity insulation at the interior of the basement wall d:R-5 shall be added to the required slab edge R-values for heated slabs.Insulation depth shall be the depth of the footing or 2 feet,whichever is less in Zones 1 through 3 for heated slabs. e. There are no SHGC requirements in the Marine Zone. f. Basement wall insulation is not required in warm-humid locations as defined by Figure 301.1 and Table 301.1. g. Or insulation.sufficient to fill the framing cavity,R-19 minimum.. h. "13+5"means R-13 cavity insulation plus R-5 insulated sheathing.If structural sheathing covers 25 percent or less of the exterior,insulating sheathing is not required where structural sheathing is used.If structural sheathing covers more than 25 percent of exterior,structural sheathing shall be supplemented with insu- lated sheathing of at]east R-2. i. The second R-value applies when more than half the insulation is on the interior of the mass wall. j. Forimpactratrd fenestration complying with Section P,361.2.1.2of the International Residential Code orSection 1608.1.2 of the International Building Code,the maximum U-factor shall be 0.75 in Zone 2 and 0.65 in Zone 3. 2009 INTERNATIONAL ENERGY CONSERVATION CODE 27 TABLE 402.1.3 - EQUIVALENT U-FACTORS' CRAWL FRAME BASEMENT SPACE CLIMATE FENESTRATION SKYLIGHT CEILING WALL MASS WALL FLOOR WALL WALL. ZONE UJ-FACTOR U-FAC-TOR U-FACTOR U-FACTOR U-FACTORh U-FACTOR UtFACTOR U-FACTOR` 1 1.20 0.75 .0.035 0.082 0.197 0.064 0.360 0.477 2 0.65 0.75 0.035 - 0.082 6.165 0.064 0.360. 0.477 3 0.50. 0.65 0.035 0.082 0.141 0.047 0.091° 0.136 4 except Marine 035 0.60 0.030 0.082 0.141. 0.047 0.059 0.065' 5 and Marine 4 0.35 0.60 0.030 0.057 0.082 0.033 0.059 0.065 6 0.35 0.60 0.026 0.057- 0.060 0.033 0.050 0.065 7 and 8 0.35 r70.670 0.026 0.057 0.057 0.028 0.'050 0.065 a Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source. b. When more than half the insulation is on the interior,the mass wall U-factors shall.be a maximum of 0.17 in Zone 1,0.14 in Zone 2,0.12 in Zone 3,0.10 in Zone 4 except Marine,and the same as the-frame wall U-factor in Marine Zone 4 and Zones 5 through 8. c. Basement wall U-factor of 0.360 in warm-humid locations as defined by Figure 30).1 and Table 301.1. 'A1YC Gicide to 1Y16od Coris'tructiori hi Hi h 111nd Ai-eas•: 110 ntpli Wixid Zone Alassachusetts .Checklist foi- Cornpliauce.(790 CAIR 5301.2J'A)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be,attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. . v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered of 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment . 5. Glazing protection: a)new house or horizontal addition—required if project is 1 mile or closer to shore(generally,south of Rte. 28 or north of Rte. 6) b)vertical addition—not required unless there is extensive renovation to the first floor c)replacement windows—needs energy conservation compliance only(chap 93) 6. Wood Frame Construction Manual(WFCM)for 110 MPH,Exposure B may be obtained from the American Wood Council (AWC)website. --WHEN THIS EDGE RMS oN FRAMING USE&l NAtS 'ATfi'ac i f If if UIf 1 • u ,1 / I zC i. O H 17'�• - .1 1 F1 , 1 If l � 11 •4 1 m 1 1 I 1 1 It 11 1— 11 lam It i p) 11 i i 1 4 1 I tll - Ip FRAMpN�G MEMBERS EDGE k TF_PMS ATEtL is: 1 1 Z 1 I is If III 11 1 I -'i- 11 -rl -----11 -'--1-- -'- --�- - ---- l 1)0111&E EDGE --- --- 1`, ST .EFT£d 3•MMJ NAILSPAGllJG I + NAIL FIATTM PANEL PANEi _ ? 4 � PANEL EDGE Lra DOUBLE FLAIL EDGE SPAMC;DETAIL' See Detail on Next Page Vertical and Horizontal Nailing Detall for Panel Attachment Vertical and Horizontal Nailing for Panel Attachment r y . NEW HOUSE SUBMITTAL SCHEDULE - If Submitted By Will Not Be Issued Before* December 1.3 -December 26,2012--- ------------=-- -------- ----:-- --------- January 9, 2013 December 27-January 9,.2013-------- ------- - ------ - ---January 23,2013 January 10-January 23,2013-------- ------- --- --- =- --"--- ------------Febru' 6 2013 s. January 24-February 6,2013------------------ ---------------7:------- ---------=-February 20,2013 February 7-February 20, 2013----- -- ------- ------- -------- --=------March 6,,2013 February 21 -March 6,2013=- ..........--------------- -----_- -------- ------- -March 20,'20134' March 7-March 20,2013--- ---------- ---- -- -------- ---------------------------April 3,2013_ j March 21 -April 3,2013------------------------------ - -------------- -;----April 17;2013, ----------------------- -------------April 4-April 17,2013 -= -------- -------- -May 1,2013 a f , April 18-May 1,2013------------------ ----=-- - --- --'-----------. -----------May 15,2013` May 2 May 15; 20 T3---------- ------------------------- ------ ----=- -----------May 29, 2013 ; May 16-May 29,2013 -------: ------ --------------------------------,---------'--June 12,2013 May 30-June 12,2013-------- ----- -- ---------------- --------------- ---------June 26, 2013 June 13-June 26,2013-------- ------ -----..........................-------- ----July 10;2013 June 27-Jul} 10,2013----------------- -------- --:---- --------------- -----------July 24, 2013 July 11,-July 24, 2013-7------------------------ -----------=---- -------- ----- ----August 7,2013, July 25-August 7,2013------- -------- ------= -------- --- --= --------b --------August 21,2013 August 8-.August 21,2013---- ----=---------- -- -= ------- - -=-7----------September 4;2013 August 22-September 4, 2013---- --- -- ------------- ----=-- -------- -------- -. -September:18, 2013 September 5-September 18,2013---=---------------------=--- -------------------October2' 2013 September 19-October 2;2013--- -- ------- ------_--------- ----- ------- --October.16,2013 October 3-October 16, 2013-------------------------- ------- --------------= -----==--=October30,2013' October 17-October 30, 2013--------- ------- --- ---- ------- ---- --------November,13,`2013 October 31 -November 13,2013 --°-------=-- -----------=--- ------ ---------November 27'2013 November 14-November 27, 2013-- -------- -------- ------- ------- ----- ---December 11 2013 November 28 December 11 2013--- ----------- ---- ------- -------- --=-----December 25,2013 December 12-December 252013------------ --- =-- -------' ----- ------=--January 8;2014 December 26-January 8`, 2014-------- ------ -------- ------ ------- -----::---January 22;20 T4' *The Building Department has 30 days to review permits. A Generated by REScheck-Web Software 'L\4f Compliance Certificate Project Title: Ginger Lane 72 Energy Code: 20091ECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Project Type: New construction Glazing Area Percentage: 12% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Compliance:Passes using UA trade-off Compliance:15.5%Better Than Code Maximum UA:206 Your UA:174 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-of rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or ti•• U-Factor Ceiling:Flat or Scissor Truss 1187 34.0 25.0 21 Ceiling hatch:Flat or Scissor Truss 13 20.0 0.0 1 Wall abg:Wood Frame,16in.o.c. 1147 21.0 0.0 55 Door front:Solid 20 0.140 3 Door side:Solid 20 0.140 3 Window Front:Vinyl Frame,2 Pane w/Low-E 68 0.300 20 Window Side:Vinyl Frame,2 Pane w/Low-E 17 0.300 5 Window Rear:Vinyl Frame,2 Pane w/Low-E 39 0.300 12 Window Side:Vinyl Frame,2 Pane w/Low-E 21 0.300 6 Wall to base:Wood Frame,16in.o.c. 93 15.0 0.0 6 Door:Solid 20 0.140 3 Floor:All-Wood Joist/Truss Over Uncond.Space 1172 30.0 0.0 39 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:Ginger Lane 72 Report date:01/10/13 Data filename: Page 1 of 5 Generated by REScheck-Web Software \XvfInspection Checklist Energy Code: 2009 IECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Project Type: New construction Glazing Area Percentage: 12% Heating Degree Days: 6137 Climate Zone: 5 Ceilings: ❑ Ceiling:Flat or Scissor Truss,R-34.0 cavity+R-25.0 continuous insulation Comments: ❑ Ceiling hatch:Flat or Scissor Truss,R-20.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall abg:Wood Frame,16in.o.c.,R-21.0 cavity insulation Comments: ❑Wall to base:Wood Frame,161n.o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window Front:Vinyl Frame,2 Pane w/Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window Side:Vinyl Frame,2 Pane w/Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window Rear:Vinyl Frame,2 Pane w/Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window Side:Vinyl Frame,2 Pane w/Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door front:Solid,U-factor:0.140 Comments: ❑ Door side:Solid,U-factor:0.140 Comments: ❑ Door:Solid,U-factor:0.140 Comments: Floors: Project Title:Ginger Lane 72 Report date:01/10/13 Data filename: Page 2 of 5 C, ❑ Floor:All-Wood Joist/Truss Over Uncond.Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (a)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Showerttub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the.building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 93.8 cfm(8 cfm per 100 ft2 of conditioned floor area). Project Title:Ginger Lane 72 Report date:01/10/13 Data filename: Page 3 of 5 i l (2)•Postconstruction total leakage test(including air handler enclosure):Less than or equal to 140.6 cfm(12 cfm per 100 ft2 of ,conditioned floor area). (3)Rough-in total leakage test with air handler installed:Less than or equal to 70.3 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 46.9 cfm(4 cfm per 100 ft2 of conditioned floor area). I Temperature Controls: 0 Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Ll Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Lj Circulating service hot water pipes are insulated to R-2. Ll Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Lj Heated swimming pools have an on/off heater switch. Lj Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Ll A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (a)60 lumens per watt for lamp wattage>40 Other Requirements: Li Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: 0 A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building De Use Only) ( 9 Department P Y) Project Title:Ginger Lane 72 Report date:01/10/13 Data filename: Page 4 of 5 Project Title:Ginger Lane 72 Report date:01/10/13 Data filename: Page 5 of 5 i �J( 2009 IECC Energy Efficiency Certificate Ceiling/Roof 59.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): MMO&Waft Window 0.30 Door 0.14 NA .�t .. Mom Heating System: Cooling System: Water Heater: Name: Date: Comments: 6�A TOWN OF BARNSTABLE Building Department - Foundation Permit Date ����13 Permit # a-o13 00700 Name RoBEoZ-7 RYLEY Location 7.1 GINGER, LN Insp. of Bldgs. OWNER OF RECORD I HEREBY CERTIFY THAT THE EXISTING Richard A. Maitland FOUNDATION SHOWN HEREON IS LOCATED Plan Book 332 Page 22 AS IT EXISTS OW�WN 8G SOS ND. Deed Book 747G Page 27 DATE 13-ems , Assessors' Map 247, Parcel 148 �44/ !q HN �Gf, P.L.S. v rntii �" mi NO.46733 SX S UR��y 1 33.70' N O It PARCEL # 148 W ^ Area= 14,810 SF± - Z Q Q � .w W~Q s Foundation O ELh49,0+ C) a x ♦ 19 IO 14-7.00 G_` BENCHMARK: Top of Concrete Bound EL=49.0± (Assumed datum) CERTIFIED PLOT PLAN SHOWING FOUNDATION AT 72 Glncger Lane, Centerville, MA PREPARED FOR ` 9 Habitat for Humanity of Cape Cod 0 30 GO 190 SCALE 1"=30' MAY 23, 2013 �G:\AAJob5\Habitat\Habitat 72 Ginger Lane GGGG\dwg\GGGGCPP.dwcg Drawn by: KEF JMO-GGGG J.M. OREILLY & ASSOCIATES, INC. 1573 Main Street, P.O. Box 1773 Professional Engineering & Surveying Services Brewster, MA 02631 (508)896-6601 -. A MM D^D^I YYYY . ❑De"lete_ NFIRS -1 O1920 J U 04 k` 201 I 2011 1170001108 I 1 000 ❑CbaYtge Ha910 i FDID * State* Incident Date * Station ` Incident Number * Exposure * No Activity Check this box to Indicate that the address for this inaideat is provided on the Wildland Fire B Location* Nodule In section s-Alternative Location Specification".Use only for Wildland fixes, Census Tract J ®Street address 72 " I GINGER IN I J U Intersection Number/Milepost Prefix - Street or Highway Street Type Suffix In front of ❑Rear of ICENTERVTLLE I U 102632 Apt./Suite/Room City - State zip Code 1 ❑Adjacent to {' [-]Directions Cross street or directions as applicable r( Incident * Midnight is 0000 C Type El Date & Times E2 Shift & Alarms 111 Buildin fire Check boxes 1Y - Local Option g I Month Day Year Er Min sec I sates are the COM12 Incident Type same as Alarm 7lhARlS.always required 13 I. 01 I D Date. Alarm p 20 2011 04.28.52 �j (� I Aid Given or Received* * ��I Shift or Alarms District ARRIVAL required, unless canceled or did not arrive Platoon 1 ❑Mutual aid received l�01922 MA Y 2 ❑Automatic aid recv. Their FDIU IRn� ® rival* 04 20J,�20111 04:35:58 ' E3 3.❑Mutual aid given State CONTROLLED Optional, Except for wildland fires Special Studies 4 ❑Automatic aid given I I [:]ControlledJ J ���� Local.Option 5 F1Nther aid given Incident Number �T UNIT CLEARED, required except for wildland fires N One Last Unit - Special Special , ® Cleared U L2OJ 12•05:19 I 2011 I study IDs study value F Actions Taken* Gl .Resources* G2 Estimated Dollar Losses & Values ® Check this.box and skip tus or this section if an Apparatus LOSSES: Required for all fires if known. Optional I for non Fires. 11 (Extinguishment by fire I Personnel form is used. Non Apparatus Primary Action Taken (1) Personnel property $1II 'I , 077 , 500 1 ❑ ' Suppression 0001 1 , 0014 Contents $I ,` 000 f 000 U I El Additional'Action Taken (2)" EMS PRE-INCIDENT VALUE; optional other 1 0010 ,1 00091 Property , 077 , 500 ❑ P Additional Action Taken (3) Check box if resource counts I ❑ include aid received resources. Contents $1 , 000 , 000 ❑ Completed Modules H1*Casualties❑None H3 Hazardous Materials Release I Mixed Use Property [@Fire-2 Deaths Injuries N ❑None NN Not Mixed ( ❑Structure-3 Fire 1 Natural Gas: slow leak, no a auation o=Naxuat a.tione 10 Assembly use Service U U ❑ 20 Education use OCivil Fire Cas.-4 2 ❑Propane gas: <2i lb, tank tas in hose aag grill: 33 Medical use ❑ Fire Serv. Cas.-5 L�� ❑ 40 Residential use Civi,Lian 00 3 GasOlin@: vebinla feel sank o=portable eaataimr OEM$-S 4 I]K9TOaen@: peel bntnia 51 Row Of stores - i $2 Detector g equl�ant ax portable seat`g* 53 Enclosed mall ❑HazMat-7 Required for Confined Fires. 5 ❑Diesel fuel/fuel oil:,,ehaal.fwi tank or poxtabl. 58 us. & Residential ❑Wildland Fire-8 1[]Detector alerted ocoupantn 6 [:]Household solvents: kome/office spill, aleanwp only 59 Office use ®Apparatus-9 ❑ 60 Industrial use 7 Motor oil: front.nglne of pa=tabla aaatas�r 63 Militaryuse ®Personnel-10 2❑Detector did not alert them [:]Paint: - I 8 fzo,e paint case toteltnq<ab°slice° ❑Arson-11 65 Farm use U unknown 0 ❑Other: Pis= aaxl:at actions regafxsd or aPill>algal.; 00 Other mixed use Dleese late the HaWat forni , J Property Use* Structures 341❑clinic,clinic type infirmary 539 ❑Household goods,sales,repairs 342❑Doctor/dentist office 579❑Motor vehicle/boat sales/r@pair 131❑Church, place of worship 361❑Prison or jail, not juvenile 571 ❑Gas or service station 161 Resaurant or cafeteria ❑ t 41929 1-or 2-family dwelling 599 ❑Business office 162 ❑Bar/Tavern or nightclub 429❑Multi-family dwelling 615 [:]Electric generating plant 213 ❑Elementary school or kindergarten 439❑Rooming/boarding house 629 ❑Laboratory/science lab 215 ❑High school or junior high 44 9❑Commercial hotel or motel 700 ❑Manufacturing plant 241 ❑College, adult education 459[:]Residential, board and care 819 []Livestock/poultry etorage(barn) 311 ❑Care facility for the aged i 464❑Dormitory/barracks 882 []Non-residential parking garage 331 ❑Hospital 519❑Food and beverage sales, 891❑warehouse Outside 936❑Vacant lot 981 ❑construction site 124 ❑Playground or park 938 ❑Graded/care for plot of land 984 ❑Xndustrial plant.yard 655 []Crops or orchard 946 ❑Lake, river, stream 669[]Forest (timberland) 951 Railroad right of way you have and enter a Property PDueroperty code only if ❑ y you hays NOT checkeda Property Use box: 807 I]Ou"tdoor storage area 960 ❑other street Property Use 1419 919 ❑Dump or sanitary landfill 961 ❑Highway/divided highway 931 ❑Open land or field 962 []Residential street/driveway 11 or 2 family dwelling I NFJ.RS-1 Revision�Tj�� COMES Fire District - _ 01920 04/20/2011 11-0001108 R1 Person/Entity Involved - Local option Business name (if applicable), ;.Area Code Phone Number _ l I u. ❑Check This Box if$a ddress as Suffix Mr.,Ms., Mrs. First Name -. „ - MI, Last Name `' .j x i incimedeant location. Then skip the three I G duplicate address lines, - ""'""�' Prefix Street or Highway _ Street Type Suffix (IPost Office Box - ' I Apt./Suite/Room City _ - State Zip Code - - - - More people involved? Check this box and attach Supplemental Forms (NFIR3-1S) as necessary RL. OWS19r O Same as per box and involved? Then check this box and skipI I�.. I I I .l Imo• ' The rest of this section. u Local Option Business name (if Applicable) Area.Code Phone Number 4 U I I U I I LJ w Check this box if MI.,Ms„ Mrs: First Name - t.MI ;... . Last Name - -' Suffix same address as incident locatio n. three ' Phan skip the ee L I _ duplicate address Number - - .Prefix Street or Highway - Street.Type Suffix i lines. -I : h.. Post Office Box' Apt. Suite%Rgom City. State Zip Code - L Remarks Local Optioh - 1 Dispatched in 321 with a first -alarm assignment for a reported structure fire. While en ' I route I heard .police on location reporting fully, involved'and occupant but' of the house. Upon arrival I observed fire blowing out .the windows''of sides- A & D and repo rtedN one"story , ,l structure, approximately 20' x 20' fully involved and established Command. At this, time FI ordered first due apparatus L 307 to lay 411 water-supply in from,the hydrant ,on Strawberry Hill Rd. E 303 and E 304 were the next 2 apparatus to ar'rive. -Ordered E 303-to' the scene, and E 304 to dress the hydrant and .establish water supply.'.to L 307. Ordered'.al'l other units to stage on Strawberry Hill Rd and to walk ,in the crews.' L 307 Crew, Lt Adams OIC pulled a,2 -112".hose line; and attacked.`the fire from theFexter'ior y; of Side A. E 303, FF Grenier OIC, pulled a;1-1/2"" back up line off of-L 307 and conducted an- . • ` exterior attack on Side D. E 304's crew, FF Henderson OIC pulled a"third line, (1-l/2") off ` of L 307 and assisted L 307 and E .3H in :exterior attack. ,'Assigned HYFD E 823 Capt-s p Khristoferson as RIT Crew: Deputy Melanson from-HYFD was assigned Safety/Accountability..] About this time I was notified by Deputy Field that the occupant of "the home who was in the; . �- neighbors house needed transport to-the hospital for' poss.ible 'smoke inhalation. -Assigned E 306,, Lt Sabatinelli OIC. to check on the patient until-ambulance ,arrived. Ambulance 326 arrived on scene and treated and transported patient .to CCH., Fire was knocked down and crews,continued with 'checking for extension_::"LS.307 conducted, primary search which was negative. I was' then "notified that the female neighbor=who. assisted the occupant out of the 'building was ,having chest pain anal need' transport. Assigned'HYFD A 828 to the patient who they-treated and transported to CCH. Ordered .A 324 to the scene to cover in staging. Requested Det. York-of Bar.nstable' PD to scene°to assist in fire origin & s' 5 L Authorization 18300 I GREENE; SEAN �CAPT . . : 04 21 - 2011 Officer in charge ID signature Position rank` Assignment Mont b "Day Year - IIADAMS Boxcif[-] ,' CHRISTOPHER�.R '",I. ELT OJ' u .2011 same Position or rank'' ,Assignment Month Day ,rear - as officer Member making report ID � Signature - , in charge. } v . COMM Eire I7lstrict 01920 04/20/2011 1V1-0001108' - ( MM DD YYYY Q 01920 U L 4] WO2011 11-0001108 { 000 complete d i FDID * State* Incident Date * Station Incident Number * Exposure * - Narrative I Narrative: Dispatched in 321 with a first alarm assignment for reported structure fire. While en route i I heard police on location reporting fully involved and occupant out of the house. Upon arrival I observed fire blowing out the windows of sides A & D and reported one -story * structure, approximately 20' x 20' fully involved and established Command. At this time 2 ordered first due apparatus L 307 to lay 4" water. supply in from the hydrant on Strawberry Hill Rd. E 303 and E 304 were the next 2 apparatus to arrive. Ordered E 303 to the scene, and E 304 to dress the hydrant and establish water supply to L 307. Ordered all other units to i stage on Strawberry Hill Rd and to walk in the crews. L .307 Crew, Lt Adams OIC pulled a 2 -1/2" hose line and attacked the fire from the exterior of Side A. E 303, FF Grenier OIC, pulled a 1-1/2" back up line off of L 307 and conducted 'an exterior attack on Side D. E 304's crew, FF Henderson OIC pulled a third line (1�-1/2") off of L 307 and assisted L 307 and E 303 in exterior attack. Assigned HYFD E 823 Capt Khristoferson j as RIT Crew. Deputy Melanson from HYFD was assigned Safety/Accountability. About this time I was notified by Deputy. Field that the occupant of the home who was ,in' the neighbors house needed transport to the hospital for possible smoke inhalation. Assigned E 306, Lt Sabatinelli OIC to check on the patient until ambulance arrived. Ambulance 326 arrived on scene and treated and transported patient to CCH. Fire was knocked down and crews continued with checking for extension. L 307 conducted primary search which was negative. I was then notified that the female neighbor who assisted the occupant out of the building was having chest pain and need transport. Assigned HYFD A 828 to the patient who they treated and transported to CCH. Ordered A 324 to the scene to cover in staging. Requested Det. York of Barnstable PD to scene to assist in fire origin' & cause investigation. . Requested NStar to cut the power, Gas. shut off at the meter and electric shut off at main breaker. switch by E 823 crew. Set up PPV at Side A door to assist in ventilating smoke. Secondary search completed and was negative. Once checking for extension was completed I released Hyannis crews and returned E 306 to HQ. Held off on over haul operations until Det. York arrived and conducted a preliminary -fire investigation. Assisted Det. York in investigation.. (see fire investigation report) . Once.I had the remaining crews complete over. haul operations. Assigned E .305 with FF's Osgood and Riley to fire watch 12;00. All units picked up and returned to quarters.. Craigville Realty who rents the property for the building owner hired Disaster Specialist to secure the building. Fire watch concluded -at 12.00 without incident. . sgreene i i i i Comm Fire District 01920 04J20/2011 11-OOD1108 Dog alerts family to next-door.Centerville fire CapeCodOnline.com Page 1 of 1 P . x v y , 4 � ' .te Dog alerts family to next-door Centerville fire By Karen Jeffrey kjeffrey@capecodonline.com April 20,2011 7:54 AM CENTERVILLE-Chowder, a 2-year-old Irish Jack Russell terrier, refused to take no for an answer.early this morning and an elderly Centerville woman's life may have been saved as a result.` The woman was clinging to an exterior door and trying to get back into her burning home around 4:30 a.m.when neighbor Dianna Carlino grabbed and pulled her off a.ramp leading into the.one-story,wood-frame building on Ginger Lane. Seconds later a window exploded as Richard Carlino scooped the woman into his arms and carried her into his home. But the Carlinos give all the credit to Chowder,their sturdy black and white canine,who awakened them and then refused to let them roll over and go back to sleep until they reacted to the fire next door. "He kept jumping on me,digging in with his claws and wouldn't stop,"said Richard Carlino hours later."Once he made sure my wife and I were up, he ran to each room of the,house and made sure everyone was up and out of bed. He wouldn't rest until he knew everyone was awake and we'd gone out the door to.help our neighbor." The Carlinos'children Summer, 12, and Andrew,8, remained in their house with Chowder and Dakota, another. Irish Jack Russell, as their.parents called 911 and ran to help their.neighbor. "We wanted everyone in the same place in case we had`to evacuate our own home,"said Richard Carlino. Fortunately that was not the case for this young family,that was grateful for their tenacious terrier and shaken at 4 .- how quickly and furiously the fire burned next door:. The elderly woman was taken to Cape Cod Hospital for,observation. No further information on her condition is available. As Richard Carlino carried her away from the fire"she kept saying; 'I'm fine:I'm fine,"he said. The fire destroyed the home,and the cause is under investigation by the Barnstable and Centerville-Osterville- Marstons Mills Fire Departments. Flames were showing when firefighters arrived at the scene.With the help of firefighters from Hyannis, Barnstable,. Cotuit and West Barnstable the blaze was knocked down quickly. Nonetheless firefighters remained on the scene until well into the morning. The cause of the fire that destroyed the-20-by-20-foot home at 72 Ginger Lane is under investigation-by the Barnstable and Centerville-Osterville-Marstons Mills:fire departments. Copyright©Cape Cod.Media Group,a division of Ottaway Newspapers,Inc.All Rights Reserved. http://www.capecodonline.com/apps/pbcs.dll/article?AID=/20 1 1 0420/NEWS 11/11042999... 1/31/2013 Parcel Detail Page 1 of-4 rt � , arse µ '� Gk�t--- P� c k` . //✓y 3 g - B ixmiLL x a n a 4 _�qr Logged In As: Thursday,January 31 2013 Parcel :Detail Parcel Lookup Parcel Info Parcel ID j247-148 I Developer 'LOTUNNUM Lot Location 72 GINGER LANE I Pri Frontage100 � Sec Road I , Sec(� - - — Frontage village jC ERVILLE_ ( Fire District FC-O-MM Town sewer exists at this address NOI Road Index 0604 • � � ram' Asbuilt Septic Scan: Interactive �• wr ` ' 2471481 Map Owner Info Owner MAITLAND, RICHARD A I Co-Owner %HABITAT FOR HUMANITY OF CC, INC Streetl�411 MAIN STREET, SUITE 6 �) Street2 city IYARMOUTH PORT I State[MA zip 02675 Country l -77 Land Info Acres 10.34 use f Accessory MDL-01 I zoning RB ^� ' Nghbd 1'010�- 5----- J Topography,Le a I Road Unpaye�� •�~ I Utilities Public Water,Gas,Septic I Location Construction Info Permit History _ Issue Date Purpose Permit# JAmount insp Date Comments 6/27/2011 Demolish 201102915 $7,000 DEMO FIRE DMG'D DW Visit History Date Who Purpose 8/21/2012 12:00:00 AM Nancy Finch In Office Review 6/1/2012 12:00:00 AM Tony;Podlesney In Office Review _ 12/9/2011 12:00:00 AM Robin Benjamin In Office Review . 6/20/2011 12:00:00 AM Nancy Finch CALL BACK 6/13/2011 12:00:00 AM Mike Keating CALLBACK 5/2/2011 12:00:00 AM Nancy Finch CALL BACK 4/25/2011 12:00:00 AM Mike Keating CALL BACK t . http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=17466 1/31/2013 Parcel Detail Page 2 of 4 . 4/20/2011 12:00:00 AM Nancy Finch In Office Review. 4/7/2010 12:00:00 AM Paul Talbot Cyclical inspection 12/3/2001 12:00:00 AM Paul Talbot Meas/Listed-Interior Access 10/15/1991 12:00:00 AM ML Meas/Listed-Interior Access Sales History Line Sale Date Owner ' Book/Page .Sale Price 1 3/15/1991 MAITLAND, RICHARD A 7476/027 $30,000 2 10/15/1990 BEAUCHEMIN,ALICE G TR 7324/092 $1 3 12/15/1989 BEAUCHEMIN,ALICE G TR 6958/347- $1 4 4/9/1979 BEAUCHEMIN, PENELOPE 2898i27 $0 5 11/20/2012 HABITAT FOR HUMANITY OF CC, INC 26870/171 1 $1 Assessment History z Save# Year Building Value . XF Value OB Value Land Value Total Parcel Value 1 2013 $0 $0 $28,300 - $105,100 $133,400 2 2012 $7,300 $2,000 $0 $105,100 $114,400 3 2011 $77,500 $0 $0 $105,100 $182,600 4 2010 $77,400 $0 $0 $105,100 $182,500 5 2009 $74,800 $0 $0 $155,900 $230,700 6 2008 $87,100 $0 $0 $166,900 $254,000 8 2007 $86,600 $0 $0 ' %$166,900 $253,500 9 2006 $74,200 $0 $0 $169,400 $243,600 10 2005 $69,400 $0 . $0 $168,900 $238,300 11 2004 $56,700 $0 $0 $135,100 $191,800 12 2003 $50,800 $0 $0 $44,600 $95,400 13 2002 $50,800 $0 $0 $44,600 $95,400 14 2001 $50,800 $0 $0 $44,600 $95,400 15 2000 $38,500 $0 $0 $30,100 $68,600 16 1999 $38,500 $0 $0 $30,100 $68,600 17 1998 _$38,500 $0 $0 $30,100 $68,600 18 1997 $36,200 $0 $0 $23,400 $59,600 19 1996 $36,200 $0 $0 $23,400 $59,600 20 1995 $36,200 $0 $0 $23,400 $59,600 21 1994 $37,800 $0 . $0 $30,100 $67,900 22 1993 $37,800 $0 $0 $30,100 $67,900 23 1992 $36,600 $0 $0 $33,500 $78,400 24 1991 $42,500 $0 $0 $60,300 $122,100 25 1990 $42,500 $0 . $0 $60,300 $122,100 26 1989 $42;500 $0 $0 $60,300 $122,100 .27 1988 $36,400 $0 $0 $23,700 $75,200 28 1987 $36,400 $0 $0 $23,700 $75,200 29 1 1986 1 $36,400 $0 $0 $23,7001 $75,200 Photos http://issgl2/intranet/propdata/ParcelDetail.aspx?ID'17466 1/31/2013 MIN, — TIWX` a IA 3 ������� � ��" �`» ;yDU 1(�;!'1�+0��+N� s �`�K•+� �, � Q,G*+USiLJ�I�r .. a � o4io3rza ;'... i c r 4 µ4 we + h r � �.•-a--.�, �,� {r�''�,. - rv�� � �+ b were r Al Wli r �� tr,'gyp �'y�A 9r "�:n�����•t•� - a+` 04125.120i w �.�?.^v^ $ •�N°N"��Z<A���.d.,� '4�'.Z✓b �"LN� rs.Avlf� �.�5.�&T'a s. s_`v�,g�.wY: Parcel Detail Page 4 of 4 http:Hissgl2/intranet/propdata/ParcelDetail.aspx?ID=17466 1/31/2013 THE r i F � Town of Barnstable Regulatory Services* • ELARNSTnBLE, MA9& g Thomas F.Geiler,Director �fnMprs Building Division: Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax 508-790-6230 May 31, 2011 Richard A. Maitland 299 Main St. W.Yarmouth, MA 02673 . RE: 72 Ginger Ln. Centerville, Ma. Map: 247 Parcel: 1,48 Dear Mr. Maitland: Following a fire, the above referenced property is open to the weather,accessible from grade and is deemed dangerous by this office. You are hereby ordered to immediately secure the property as required by 780 CMR.5121.3. Additionally, the debris from the house is hazardous to public safety and must be disposed of properly. Please be reminded that when you are ready to proceed with repairs of the building, a building permit must be first obtained Please do not hesitate to contact this office'at (508) 862-4034 with any questions. Thank you for your immediate attention and anticipated cooperation in this matter. By Order, Me �Lauz6n Local Inspector (508) 862-4034 a Q:zoning5 24;FMAY/N10/10 15: 02 0-0-MM FIRE DEPT FAX No, 5087902385 P. 001 .. it• ` r w� r�..J�%'-' ' •� �"iirV': i 1 r CENTERS/ILLE.OSTERVILL.E—MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE & EMEP.GENCY SERVICES 1875 Falmouth Road, Rte. 28 �� Emergency Number: Centerville, MA 02632-3117 Business: (508)790-2375 John M. Farrington Facsimile; (508)790-2385 Fire Prevention/Administration Chief of Department' Facsimile:.(508) 95778239 Dispatch Center FAX COMMUNICATION MESSAGE DATE: ; l 0 10 1 �`x TO: bras s c+�r Ste$-'7R0-6 a ATTN: FROM: WE.ARE SEND114G C G PAGES, INCLUDING THIS COVER SHEET, PLEASE CALL (508) 790-2375 IF YOU DO NOT RECEIVE THE.TOTAL NUMBER OF PAGES. GONRIDEN71ALITY NOTICE: This fax transmission mey contain confidential information belonging to the sender and such information is legally priwilecged and is intended only for the use of the individual or entity named above. Any copying, disclosure, distribution or dissemination of this information or the taking of any action based on the contents of this communication is strictly . prohibited. If you have-received this transmission in error, please'"notify us immediately by telephone and return the original transmission to.us by mall or delivery at our address above, We shall cover the cost of return mail. Thank you! 24/MAY/2N10/M0N 15: 02 C-0-MM FIRE DEPT FAX No. 5087902385 F, 002 MM DD YYYY ❑ ' Delete I ^^LLI' NFIRS -1 " 01920 U 05 I 11 110-0001364 _� 000 ❑Change Basic FDTD * State Incident Date **� * station Incident Number �ExP Dears ❑No Activity ❑Cheek Chia b°x ee x.14L. . nest the addreee for this.°t Snsidend is Fn id.d an.th.gi141ea4 rice Cenaua Treat 3 Location* : eacd�l.xa slae a "Altexnntive Looatlon epeeifie.si°n°. U..only R.c nSAdland fires, MStSmAt address 72 ". GINGER LN ❑intersect ion, -Number/Mile ost Prafix P Street or Highway In front O£ Stract Type Surrlx q - - ❑Rear of J CENTERVILLE 02 632 Apt./Suite/Room 'city. .State Zip code ❑Adjacent to ❑DirACtiOne Croaa street or directio s, es applicable Incident Type �Ir Midnight is 0000 El Date & TiMes Ea Shift & Alarms 112 Gas leak (natural gas or LPG) Check boxes it Month Local option Oates are the Day Year Hr Min Sea clQent Type same as Alarm ALAM always required Id I L11 i L•C�2 Date. 1' I --� Aid Given or, Received* alarm * 05 22 , 2610 05:49:34 Shift or Alerma District Platoon ❑Mutual aid rec®ived f ARRIVAL required, unless canceled OY did not arrive ❑Automatic a recv. L— ® Arrival �k 05 , 22 2010 05:59:20 E3 id Their FDID Their Mutual aid given state CONTROLLED Optional, Except.for wiidlend Liras special studies DAutomatio aid given ��� Controlled L_J I I Local option ❑Other,aid given Their T.AST UNIT CLEARED, required except for wildland riree �� u a None Incident Nwhbor bast Unit special Special ® Cleared �� 2011 06:21:53 etuQy IDk Study Value Actions Taken * G1 Resources * G2 Estimated Dollar LOsse$ & Values Check this box and skip this hpSSES; Required ror all,rlres if known. Optional section if an Apparatus or 44 Hazardous xoaterialfi Personnel form is used._ for non fires. None Primary Action Taken (1) - - Apparatus - Personnel Property $1 000 000 Ei Suppreeai on � Contents $ 000 000 ❑ Additional action Taken_(z) EMS I J PRkE-INCIDENT VAL=: optional. Other U 0002 0004; � � Property $1 000 , 000 Additional Action Taken (3) Check box ix resource Mints include aid received reeourcea. Contents 000 000 ❑ Ompleted Modules Hl*Casualties❑None. H3 Hazardous Materials Release I Mixed Use Property ]Tiro-2 Deaths Injuries N ❑None NN Not Mixed ]Strucure- - 10 Assembly use t 3 Fire I I I I 1 NaCural Gas: -low leer, n°c,ou°tip,°r n.:we.its°n. 20 Education use Civil Fire Cas.-4 SorvicQ �J L__-1 2 ❑Propane gas: �xi lb. t ak (.. an a-w cep gri11) 33 Medical use (Fire Serv.-Caa.-5 Civilian 1 1 3 ❑Gasoline: °z°xuei.tank°r xw:e.bl.°«,e.d— 40 Residential use -6 4 []Kerosene; fu.l b�,;,,-rip .: 51 Row of stores Detector� p°x"Al°atora90 1 HasMat-7 � 53 Enalos®d mall Required for confined Fires. 5 ❑Diesel fuel/fuel oil:veuoia fuel task on lwktabla 58 Bus. & Residential 47il.dlend Fire-8 1 1�Detectot alerted occupants 6 ❑souoehold Solvents: ba®/aFflc..pi11, °.t..a°p anay 59 Office use ]Apparatus-9 7 Motor oil! f:am ie. pa,c�aaia oontainex 60 Industrial use ]Personnel-10 2EIDetactor ayd not alert them 63 (Arson-11 Military use 8 ❑PaiT1t' r:°W paint Dons totallnp<55 q.lL.n. 65 Farm use U❑unknown 0 ❑Other: syeoial a.snmt—tie ..q"..d..ep111!-569a1., 00 other mixed use vl.... i.t. e Property Use* Struoturas : 341❑Clinic,clinic type infirmary 539 ❑Household goods,sales,repalrs 342❑Doctor/dentist office 579 []Motor vehicle/boat sales/repair 31 ❑Church, place of worship 361[:]Prison.or jail, not juvenile 571 ❑Gas or service Station 31 ❑Reataurant or cafeteria. 419 1-or 2-family dwelliri ® Y g 599 []Business office i2❑Bar/Tavern or:nightclub . .' 429 Multi-family dwelling 615 []Electric g0nerating plant .3 ❑Elementary school or kindergarten 439❑Roon4ng/boarding.house. 629 ❑Laboratory/acience lab .5 High school or junior high l-J 449QCommercial hotel or motel 700 ❑Manufacturing plant 11 ❑College, adult education 459❑Residential, board and care 819 ❑Liv®stock/poultry storage(barn) .1 ❑Care facility for the aged 464❑Dormitory/barracks 882 []Non-residential parking garago 11 ❑Hospital 519❑Food and beverage sales. 891 ❑•Warehouse Outside 936.❑vacant lot 981 ❑Construction site .4 ❑Playground.or, park 938 ❑Graded/care for plot of land 984 ❑ Industrial plant yard i5 []Crops or orchard 946 []Lake, river, stream iy Foreat (timberland) - - Lookup and enter a Property Use code only if ❑ 951 ❑Railroad right.Of way you have,NOT checked a property Use box! 17 ❑Outdoor storage area 960.❑other stroat Property uqa. 1419 .9 ❑Dump or sanitary landfill 961_❑Highway/divided highway i1 []Open land or field 962 ❑Residential street1,driveway . 1 or 2 family dwelling. NFIRs-1 vi io 03 1 y sire 01920 /22/20 0 1 -0001364 24/MAY/H110/M0N 15:02 C-0-MM FIRE DEPT FAX No, 508790238.5 P, 003 ;l Ae!c on/Entity involved Local Option I L Business Dame (if applicable) Psen Code Phone Number Check TDis Box if .J JEANNE �� f L KUTRZ I U' - MI -Last Nam¢ : - s�7Ge address as Mt.,Ma., Kra. hirat Name suffix IncThen ent location. 7 2 I I Then skip-the three GINGER duplicate.addr¢ss NeY Prefix Street orgi wa 8u1l lines. 971 y Street Type �. J CENTERVILLE Bost Office Box Apt./9uite/Boom City IMA I 102M state Zip Code O MOre people involved? Check this box and attach Supplemental FO=3 (LTF2RS-13):as necessary 2 Owner S as perwA involved? The am¢ check L box and skip The rest of this thin section. - Local Option 6ualnees name (if Applicable) 1 I Area Code Phone Number Check this box if Nr-,Ns-, mrs• First Name 9T Last Name Suffix eeme address as a" Then skip location- I I Then .toe SAre9 ,duplicate address taumber. Pregix Street or Higbway Street Type Suffix lines. l I I I •_ __j . (Post Office Box - II Apt./Suite/Room city State Zip Code Remarks S Local Option ECEZVED A CALL FOR A POSSIBLE':GAS LEAK /' PROBLEM WITH A STOVE, 72 GINGER LANE, CENTERVILLE. 321 AND E306 DISPATCHED WITH ('4) ON DUTY PERSONNEL. BARNSTABLE POLICE ALSO DISPATCHED DUE D EXTENSIVE HISTORY AT THAT 'LOCATZON. ON ARRIVAL, 1 STORY WOOD .FRAME WITH NOTHING SHOWING, 30NT DOOR TO 'HOUSE WAS OPEN. UPON ENTRY, OBSERVED GAS STOVE WITH ONE BURNER ON. OLDER MALE OCCUPANT. /' CALLER WAS PRESENT. THE STOVE WAS MISSING SEVERAL KNOBS, BUT WE WERE ABLE J SHUT OFF THE BURNER AND THE OVEN: WE METERED THE AREA FINDING NO EVIDENCE OF A GAS LEAK CO. THE ELECTRONIC IGNITER ON THE STOVE TOP. CONTINUED TO CLICK EVEN WITH EVERYTHING OFF. 3E OCCUPANT WAS NOT FULLY COOPERATIVE SO IT WAS DIFFICULT TO DETERMINE EXACTLY WHAT THE ZOBLEM WAS OR REASON FOR. HER CALLING. WE EXPLAINED THAT THE IGNITER. CONTINUEDTO CLICK BUT SAT EVERYTHING APPEARED TO BE OFF ON THE STOVE. SHE INDICATED THE LAND LORD WAS TO BE ZOVIDING A NEW STOVE NEXT WEEK. RECOMMENDED SHE AVOID USING THE APPLIANCE UNTIL REPAIRED OR :PLACED. UNITS'CLEARED."WHEN ABLE: : Authorization 18230 CROSBY, BRITTON. W. I LLT/NRB 1 05 1 L:22j 2010 Officer in charge ID 6ignatuxe Pos14oA ox rank Aeeigmnent Month Day Year if 8230 I CROSBY, BRITTON W. ` LT/NRP _j 1 - . 05 2010 )fficer —bar making report ID Signature Position or rank Assig6mant Month Day Year :narge- Fire 01920 05/22/2010 10-00M 69 I APPLICANT INFORMATION (BUILDER OR HOMEOWNER) • - t Name M nef5 Telephone Number 5T6 3n 9112 ' ,E 2 Address iz ludo nee r VLJ(A!9 License # r MACO26 0 Home Improvement Contractor# o8 ®m Q% Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO E SIGNATURE , �`'` r DAT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map � � , Parcel Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis i Project Street Address �7 AWe Village Owner /C Address Telephone J`0 �� / Permit Request a! Z/t7/157 / t Square feet: 1 st floor: existingz/-proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size 3 �G � Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) ` Age of Existing Structure 6 3 Historic House: ❑Yeslo On Old King's Highway: ❑Ye sXNo Basement Type: 'sdFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) T/O Number of Baths: Full: existing new Half: existing new Number of Bedrooms: _ existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes to Fireplaces: Existing New Existing wood/coal sove:_.LP YNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Bair: ❑ existing ❑ w size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Othe:' y Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑ e Ye o If es plan Ian review # ' I d Current Use cSf� _Proposed Use co APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name / S1AC•Wb WMZTelephone Number •_16&3,171'nD 'lam aI f /J Address 7-�,�� � License # CAS / as r W �o C �T� � PD Home Improvement Contractor# g� Worker's Compensation # VC A d 316 S 1l . ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO vamo Sn Zc SIGNATURE DATE P ` FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ; MAP/PARCEL NO. ADDRESS f F J '� VILLAGE' t OWNER a DATE OF INSPECTION: FOUNDATION FRAME i - INSULATION _ c i FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 3 4 Y r JLIN-6-2011 10:30F F'ROM:CAPE REALT'r' Ii\Ll 500-775-5939 TO:50B:5945317 F°.1 Town of Barnstable rya►,w� Regulatory Services Thomas F.Geiler,Director Budding.D1Y2si0rt Thomas Perry, CBL) Building Corr.rntadlanar 600.,vl.sin Streets Hyannis,MA 02601 wsvw.tor m,bsrnstable.ma.us O fri ce: 508-962-4038 Fez• 508.790•.6230 Property Owner Must C:ornplete and Sig Ti Tkds Secdon If Using A. :Bvilder as Owner of&Ae Subject Property hcre:by aut;1062e .� �f 1�� � m act on my bchulf, in aA matters relative to work watnorized by this bdil&ng per,-wt application for: (A.dd;-ess of]'ob) Qat�� Si azure of C)wrter Date P t Name If Property Owner Is appiyfng for permit,please,complete the Homeowyners Ucans:Exemption Pam,on the rerersc side, t C tiJscn°dcrail�ltl,4ppL'atati�cniltr[icrnao;rlsVindrr.vsi7°crr:porer�lnuxttet Fi1.aiC:anteni Cevt!o�L�;)pVS�A.b,�e);PltI�SS.Ctx Revised 072110 r . 7. �A.:�+ fix p x ...n ,+ ^' _'YC "� %:r� l "�i z^1' �+,".TM'`r�P w"^ it n + r'aP°�C+C"'-.w.1*'a',. ��ie Z� afi rt etam ,." Office olCbnsomer Affaus�iBns►nesst vaLd for mdwidul use only ` HOME fMPROUEMENT d;ON'I't2ACTtR Y , before the expuat�on\date }If found return to Re istra ion 08,82 Type Office of Consumer Affairs and Business Regulation F y' Expiration, sB/g2/2Al2 dndi �dua] 10 Park Plaia Swte,5170 ' M �� s . AA D W iAMMERS F" $o�stpn,MA 02116 P �,. .. i 1 � Mil 15avtdz Lammers ` _ � W_ d S ` 1 -r��l Wa y. � t f �w.. F���laf�iS �1IlA:Q2660a ,--`�~�--� . "Undersecretary Not valid ithoui igoature '�'X i ��; l r r ; \ Restricted to F MassaclbuseYts- Ileltartm(nt OTAbl+c Sa'fct� _ Unrestricted'`, , Board of Bu lding R.ehulations and Stan lard AonS.66 ron:Supervisor License i 1G-1 2 Famdy Homes i .,License CS 12209 Restricted!o a DO iz !�v Y '' Failure to possess a current edition of the MAV.:I D MEAMMERS' �` j Massachusetts State Building'Code ti 7 INDMI 1N >MO WAY se fo ' <r is caur revocation of this license:' }S 13ENNIS',MA 0266,0 ' � Refer to: WVVW:1VIass.Gov/DPS - ��. E 11112012 _ . s The Commonwealth of Massachusetts 6 r Department of Industrial Accidents .,"t• Office of Investigations 600 Washington Street -i Boston, MA 02111 c www.mass.g ov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leffibly Name (Business/Organization/Individual): Address: J�¢ C,7 (e a City/State/Zip: one #: `5—O 3 '2575-6 k-e you an employer?Check the appropriate box: Type of project(required): I.�am a employer with 4. ❑ I am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. t 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. [ Demolition working for me in any capacity. workers' comp. insurance. 9. EJ Building addition [No workers' comp. insurance S. ❑ We area corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3,❑ I am a homeowner doing all work right of exemption per MGL 1 L[] Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t. employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: I7(J ell �fot� / 5" t' . Policy#or Self-ins. Lic. #: C O Expiration Date: ` 7- Job Site Address: "73 0,0 ��-� 4m e- 0,QrUAeoar7�«PCity/State/Zip: r Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a Fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify er th in penalties of perjury that the information provided above is true and correct S ign ature: 49^ 2 Z - 2d// Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other Contact Person: Phone#t Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written.." An employer is defined as"an individual, partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §2SC(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter`152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s) name(s),addresses)and phone number(s) along with their certificate(s)of insurance. 'Limited Liability Companies (EC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in-any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should.write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (Le. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts De-partment of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. # 617-727-4900 ext 406 or 1-8"77-MASSAFE Revised 5-26-05 Fax # 617-727-7749 www.mass..gov/dia IVlay. I /. LUI 1 0: 7IWil IVS?ar grusm NSTAR Eieci le a Gaa Cvmparry One NSTAR Way,Westwood,Mass4cnusatts 020W-9230 EL ECTR/C GA S May 17, 2011 Rick Maitland Cape Realty Inc 299 Main St W Yarmouth MA 02673 RE: 72 Ginger Ln West Hyannisport Dear Rick Maitland: This letter will serve as confirmation that the electric service at 72 Ginger Ln West Hyannisport, has been removed as of 5/13/11---w/o#1829320, .Based on this information, there is no electric power to this building and you may proceed with the demolition. If you have any questions, please contact me at (441)-888-633-3797 Sincerely, Ms Hebshie New Connections Office r11'fXXX NL%vTemolate nationa grid Y May 27, 2011 Cape Realty Richard Maitland This letter is to notify you that the gas service to 72 Ginger Lame, Hyannis, Ma was cut off at the valve on 5/24111. If you have any questions, please feel free to contact me @ 781-907-2930 Sincerely, Diane L. Stevenin Customer Driven Construction diane.stevenin a@us.ngrid.com 781-907-2930 781-522-1056 fax 40 Sylvan Road E-2 Waltham, Ma 02451 r MIR i i 1 f i%U: 11 l U L U L. D D r 1Y1 U-U-IpIIYI YYYi 1 L.R 1IGr 1, r h G R U, r, l I U L Centerville-Oater`vqfle-lMarstous MUM Water Department P.O.]BOX 369-1138 MAIN STREET OSTKRVYI.FLE,..XA S s A. SETTS 02655 ►� ®�� wv w.co=water.com OFFICE OF � HOARD OF WATER CO1*M9SI0NFM WATER WATER SUPERIIvTE DENT DEFT TEL,No,508-428-6691 FAX,No.50-42S-350S r May 17,2011 Town of Barnstable Building Dept. 367 Main.Street Hyannis,MA,02601 Re: A.ccotzt#2951 Richard Mitland,Jr, 72 Ginger Lane Centerville,MA Geiatlemen: On Tbilraday, May 12, 2011 we disconnected the water service at the water main for the propertymentioned above.Zt Xs our understanding that the owner plazas to demolish the kiouse,rebuild and will have a new water service at a later date. If you have any questicszxs,please call our vac®at'508-425-6691. V.enrVuly.you s, Craig,Crocker Superintendent CQjw 5 )"A`b b" P alien r. Learn Contaln&s Mulch ..111p^` Stone veways Sand Septic WWW.rOberbchlldSlnc.corr �Trudang G 169 Great Western Road-P.O, Boz 1431 , South Dennis, meo-o2660-1431 USA \� (j�� \O 1-800-SIS-2556 •'5d8-398-2556 Fax_ 50&394-5317 � Cape Reakry J Attar:Shawn. L \Q 508-775-6880 Office `� r. 508-775-6939 Pax 1 =:72 Ginger Lane,Qwer e VJ\ PROPOSAL Robert C is pkease to sub=the fc,]1 m� *pmpaW ; Dem existing house withoutfoux6fim e� 3. -�-j CG'La/" Remove existing debris J Contra,ce Pore S 6,500.00 tM Demo existing house with foumiation Remove exmmg debris Clonuld Dice$9,600.00 Petmits am tore responglWil of homeowner.; :Utilities shuto8's are the responsibility of homeowner: 1 hw* w Jess Childs Pa t; 50% . t 50%c k�iton. - All mawiai is guamftd to be as speaFied,Adl work to be coinph�d in a sabstxatial wo l*e s - to specification submitted, stattdatd practices Any alteration or deviatici t iradn above sl7ec is ticrtts iavolving extra cost will be executed only Ww wtitten a*rs,and wiil becom6 eni extra charge over and above the eseitnetes�All w agreements contingent upon strikes,acckk nu or delays beyond ant`control.Owner to cahry Fire and odw necessary insurance.Our workers aro My by Workma n's.Comg�ation Insurance.In the event the contractor initiates collection procedures against the'sig w of his cow,the sigw agrees to pay Atmrr ey Fees aacdated with said collegian efforts. k ACC EVYANCE Ole FRa>"oML AUTHORMED S1GlYATM . � .. .• Date The above prices,,specifications and conditions are s�sfactory`and hereby accepted-You arc authorized t o do tie,vrotk as speci5cd.Payment wr71 be.made as outlined above Mote:"Ibis proposal mVbe withdrawn by Robert(3rilds Inc.iftict acted witt n 30 days. . AN INT UMT CHARGE OF 1-14PER MOIV=(111%pet smiur0)WiLL,BE CHARGED ON ALL EMICES OVER 34 DAYS" tg. Loam -, Containers Mulch . Driveways Stone Septic Sand .Trucking: www.robertchildsinc.com 169 Great Western Road•P.O. Box 1431 South Dennis, Ma 02660-1431.USA 1-800-515-2556 • 508-398-2556 • Fax: 508-394-5317 Cape Realtya ' Attn: Shawn s;CL_XQ 508-775-6880 Office p 508-775-6939 Fax _ RE:72 Ginger L. Centerville PROPOSAL Robert Childs is please to submit the following proposal` Demo existing house without foundation Remove existing debris Contract Price $ 6,500.00 Demo existing house with foundation ' s:-� ; Remove existing debris Contract Price $9,600.00 Permits are the responsibility of homeowner Utilities shutoffs are the responsibility of homeowner Thank you, Jess Childs Payment: 50%D5posit 50%Completion All material is guaranteed to be as specified,All work to be completed in a substantial workmanlike manner according to specification submitted,per standard practices.Any alteration or deviation from above specifications involving extra cost will be executed only upon written orders,and will become an extra charge over and above the estimates.All agreements contingent upon strikes,accidents or delays beyond our control.Owner to carry Fire and other necessary insurance.Our workers are fully covered by Workman's Compensation Insurance.In the event the contractor initiates collection procedures against the signer of this contract,the signer agrees to pay Attorney Fees associated with said collection efforts. ACCEPTANCE OF PROPOSAL AUTHORIZED SIGNATURE . Date The above prices,specifications and conditions are satisfactory and hereby accepted.You are authorized to do the work as specified.Payment will be made as outlined above Note:This proposal may be withdrawn by Robert Childs Inc.if not accepted within 30 days. AN INTEREST CHARGE OF 1--1/2PER MONTH(18%per annum)WILL BE CHARGED ON ALL INVOICES OVER 30 DAYS Wooj JZ ' wi (e ice DU � � I (ct( -(�C)f War (?.,Landc+eark 6��o jib CD.✓� 4-+-r v� \ l� �2 C�zin9e� Lr� sue- `�-�- s�- (�`d86 �,- -�--� s- � R3g a��- Qe a Ny 5�� . ".� ,r. 1Z t ' � ` � 4 r � 1 �, •� • . ROBERT CHH DS,INC. P.O. BOX 1431 169 GREAT WESTERN ROAD SOUTH DENNIS, MA 02660 508-398=2556 508-394-5317fax DUNE 23, 2011 TOWN OF BARNSTABLE , REGULATORY SERVICES 200 MAIN STREET - HYANNIS, MA 02601 THIS LETTER IS TO NOTIFY THE TOWN OF BARNSTABLE; THAT DAVID LAMMERS IS HIRED BY ROBERT CHILDS, INC. FOR VARIOUS JOBS, IS ALLOWED TO PULL PERMITS FOR OUR COMPANY AND IS COVERED BY WORKMAN'S COMPENSATION. ANY FURTHER QUESTIONS, PLEASE CONTACT MY OFFICE. 1 ; ROBERT CHILDS ROBERT CHILDS, INC. F TOWN OF BARNSTABLE APPLICATION PROFILE X-11164MUDOW MI Application ref 201102915 Fee Effective Dt 06/03/2011 Department BUILDING DEPARTMENT Location 72 GINGER LANE Parcel 247148 Cross streets Add'l loc desc LOT UNNU Municipality CENTERVILLE subdivision =• LotO Existing use SINGLE FAMILY HOME memo Current Zoning RESIDENCE B DISTRICT Flood zone Applicant, GENERAL CONTRACTOR Proi/Activity DEMO SINGLE FAMILY Class of work DEMOLITION 1,, Description DEMO STRUCTURE DAMAGED BY FIRE Proposed Use SINGLE FAMILY HOME memo Proposed zoCE B ' STRICT Flood Non-conformApplic rece1Estimated c ,000 Estim start Actual star06/27/11 Impervious Surf Assigned to Status COMPLETE Status Code desC APPROVED NO INSPECT REQUIRED Multiple submissions N Next action Government owned N memo Ordinance ref Reason for app Parent app Point in time fee effective date Fee expiration date Role Name/Address PROPERTY OWNER MAITLAND, RICHARD A CID : 95266 299 MAIN ST W YARMOUTH, MA 02673 GENERAL CONTRACTOR LAMMERS, DAVID W. CID : 812700 13 BUCCANEER WAY Phone: (000)000-0000 WEST DENNIS, MA 02670 Tradesman Name Lic Type. License number Class NAICS Expires LAMMERS, DAVID W. 012209 CONT SUPER 12209 Report generated: 10/10/2012 13:49 Page 1 User: sheas Program ID: piappent A fi TOWN OF BARNSTABLE APPLICATION PROFILE Application ref: 201102915 (continued) Sequence 1 Proposed use SINGLE FAMILY HOME Footprint Bldg desc RANCH Gross SF 1,620 . Struct type Net SF 810 Finished SF Unfinish SF Bldg type Bldg link Existing Property Building Upd property Y Stories 1.0 Use memo Height Proposed Setbacks Front dim Front Back dim Back Left dim Left Right dim Right Dim memo Constr type Occup group Heat type NATURAL GAS Attic N Water type TOWN WATER Basement N Sewer type SEPTIC Central air N Elevators HW smoke det N Sprinklers Heads Fire alarm N Firewalls Ext finish Firepl type Style RANCH Basement SF Foundtn size Fin bsmt SF . Garage type Garage SF Carport ' Deck/Porch Porch 1 Porch 2 Sunroom Morning room other Total units 0 Total rooms 3 ' 1 BR 0 Bedrooms 1 2 BR 0 Baths 1.00 3+BR 0 Half baths 0 Efficiencies 0 Prereq Action Dept Needed By Approved By Status CONSERVATI APPROVAL 6701 06/23/11 DKAR APPR 06/23/2011 ELECTRIC S APPROVAL 6300 06/23/11 JENG APPR GAS SHUT 0 APPROVAL 6300 06/23/11 JENG APPR WATER SHUT APPROVAL 6300 06/23/11 JENG APPR HEALTH DEP APPROVAL 6500 06/23/11 DSTA APPR Report generated: 10/10/2012 13:49 Page 2 user: sheas Program ID: piappent TOWN OF BARNSTABLE t E ' j APPLICATION PROFILE Application ref: 201102915 (continued) Septic to be abandoned TAX DEPART APPROVAL 6300 06/23/11 3ENG APPR WORKER'S C SUBMISSION 6300 06/23/11 JENG APPR Type Permit Number atus Issued Fee Unpaid Amt PRINC DEMO 20111309 ISSUED 06/27/11 125.00 .00 Department Action Source Created by Date Comments Application status change APP romap 06/27/11 See text BUILDING DEPARTMENT Permit issued APP romap 06/27/11 Permit no 20111309 - PRINC DEMO, PAID BUILDING DEPARTMENT Permit payment collected APP permit 06/23/11 Payment Collected on permit PRINCIPLE BUILDING DEMO B BUILDING DEPARTMENT Prerequisite approved APP permit 06/23/11 WORK COMP on 06/23/11 BUILDING DEPARTMENT Prerequisite approved APP permit 06/23/11 TAX on 06/23/11 BUILDING DEPARTMENT Prerequisite approved APP permit 06/23/11 WATER OFF on 06/23/11 BUILDING DEPARTMENT Prerequisite approved APP permit 06/23/11 ELEC OFF on 06/23/11 BUILDING DEPARTMENT Prerequisite approved APP, permit 06/23/11 GAS OFF on 06/23/11 BUILDING DEPARTMENT Prerequisite approved APP health, 06/23/11 HEALTH on 06/23/11 BUILDING DEPARTMENT Prerequisite approved APP karled 06/23/11 CONSERV on 06/23/11 BUILDING DEPARTMENT Application entered. APP permit 06/03/11 END OF REPORT - Generated by Shea Sally *` Report generated: 10/10/2012 13:49 Page 3 User: sheas Program ID: piappent Reg y ID Home Energy Rating Certificate Rating Number 880748429 Rating Number 6328 Certified Energy Rater Christopher Mazzola 72 Ginger Lane Rating Date May 2014 Centerville,MA 02632 Rating Ordered For Habitat For Humanity Cape Cod Confirmod•At,-Built Rating 5 Stars Plus Confirmed HERS Index: 58 General Information Conditioned Area 1172 sq.ft. House Type Single-family detached1ilefl�ElSOfi2X�4�111M/til7i3��tp Conditioned Volume 9300 cubic ft. Foundation Unconditioned basement Bedrooms 3 M CA Mechanical Systems Features sum EWVCode U#= Heating: Fuel-fired air distribution,Natural gas,95.0 AFUE. Water Heating: Instant water heater,Natural gas,0.97 EF,0.0 Gal. Cooling: Air conditioner,Electric,13.0 SEER. Duct Leakage to Outside 55.00 CFM25. Ventilation System Exhaust Only:42 cfm,11.0 watts. Programmable Thermostat Heat=No;Cool=No Building Shell Features Ceiling Flat R-59.0 Slab None Him Fes„,,,Pims UC Sealed Attic NA Exposed Floor R-30.0 116l9TEISASCt"irll Vaulted Ceiling NA Window Type U-Value:0.300,SHGC:0.320 NIL M537 Above Grade Walls R-23.0 Infiltration Rate Htg:665 Clg:665 CFM50 Foundation Walls R-5.0 Method Blower door test Lights and Appliance Features a Percent Interior Lighting 100.00 Range/Oven Fuel Electric Percent Exterior Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator(kWh/yr) 378.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan(cfm/Watt) 0.00 The Home Energy Rating Standard Disclosure for this home is available from the rating provider. REM/Rate-Residential Energy Analysis and Rating Software v14.4.1 This information does not constitute any warranty of energy cost or savings. O 1985-2014 Architectural Energy Corporation,Boulder,Colorado. l 1, M:mple Mamear eaama wdipo W.W Seam. Joist hanger REVISIONS: BY: LEGEUM Sdalnaded Conn«mn ....... see Lpaem caaa«ma 1L4•Veraa-lam w45^ebctim net Tre reirmbvrxmpibwa Thr(aa tl2'dn.Bol lb) Mtl Pebern Uae T naxl reb at a oc. rei a Omraed ten gearing Well Below Jy I�j ' sa.x>w read, a.. m g 'Q7 I a. t ... .. ,rnp ,sd prom Bearh Wag Above }" Odd) e •Snap.• : oo p 1 e , eau 4'1ed a.i Non-Bearing Well Below 1 -- -� yt ro ; —_i Non-Bearhg-WeB ADOW '.S-"amµn.i lal Nai peaemfor3-pbce member moat«cur on bob,ai4ea - • E oMbw" , L� ___ ,.E saw axr✓eww..w.+w.er.a.ea m...e.x.x:✓... Nei xabes meY l4 mcrearea by l5%b,erow-be0 —min e:e—tes,s.le1ob •• .bw.ro .: LVL D Post'BelowPost Above Sum o�a2am%,.br ma-Saw rwrs wiare e:i..Imtl /'Ve eam Multiple Member Connection Batt / Multiple Member Connection Nail � Attachment at End eking Panels at Interior Bean-nnje FOB Post Load Transfer Rim Board F19 LVL Header O eni F13-C Exterior End Wall Su art N.T.S. `v N.T.S. N.T.S. N. S. N.T.S. N.T.S. N.T.S. N.T.S. Pdsf AbbVB&Below ` Shop d-1.0r,typical"tail• •...., arrd/randnS plane,.atllnlog bu rolled..p....dams and anN 1"ntmeaflen mart.,Shoo be submitmd br approval by the pmja.l archflect aW/or arginear. Eaet auantitbs and bngMa am Me maponoibillty M the een4acmr. ' eonvaoto.u m vs.iy eo beam• ant jots.of tholr.—t iocusv s. The floor syamm 1Holat,LVLI.m . designed for floor lea"ony. . Root lead.Imm rafters,broelne, and beams mast boar on Sot-hi, woos orb Inmrlor vvaaa wIM".•errs .t I,ht Mmagh to a f.ating.Any root bads ca,,I d by Me floor eyatem mast be w irrdl.ltad on Me framtnp plan aabmkmd to a.far esk—ft. S Produet to be aroma,handled and lrmmBed In...oban..wibb manoractor.e.reed —ndatlors. Fb.rlabt..jbe moved up b 3"b amw pipkV. _ g _ 8312 F ! I BLK1 t BLK1 zz 1 I_ i ten Fbor 4 ]] Fromleg SCMtluk-Nombrafpad F_W p LK1 3 3 I ; BLK1_ Tag OIy Pmdurd ]24- 2LL1 15 9.12"AJSOMAPG OM>W - 2 16 4/2"AJSW140APG ZamF 2 2 2 2 2 2 2 2 2 2QaLK1 ' :� 3 2 9-12"AJS®140 APG IllOz BLK1 9 5 1 912"AJS®140APG So" 1.Fbor Accessory Schedule 6 2 9-12"AJS®140APG IV a" 7 1 13/4"x9-12'VERSA-IAMM 2.03100 SP 20'0- Tag Oty Manuhcturcr Protlud Deecrip0on -- - --DR2- - - - - - - - - -- - - e H7 3 Svnpson Strang-Te,1­ HHUSM0 i BLKI - D e 1 13/4"x9-I2"VERSAAAM®2.0310DSP Sir .......T Strong- ,I IUS256/95 81 ! I._ III Tenc.-' Hz a sang _ L ! I at 2 I-W.g-/2'VERSAAAM®2.0310DSP 16'9" 62 2 I-W.3/2'VERSAA M®2.0310DSP 10'0' .B_LK1_ ' I rKI /4"_ { 93 2 13x9-12"VERSA-LAW2.03100SP SO' 64 4 13/4"x9-12'VERSA-AMb2o3100SP 4'0' j I ] DBt 1 312'x9-72'VERSA-LAM92.031005P 44'0' BLNt BLK 9.12'AJ59140 APG 70'0" .aLK1 I 812) 1 ] ! BLKI _ t 9 TL 1-1/B"x9-12'BO RIM BOARD-06B 12B'0" '-'B4(2-""' use LVLe to ai al"ax adeanmenl lewmne. 1 `eLK1 I :`�� I I 1 _ 1 r _-it START FRAMING MERE 9-12"AJSV IQAPG 16'OCS III L4 1 st Floor " 1/T 11 = 11-Olt )r 0 U m =V. � u y U um Q N `o a y.Eoom rO 0 u- =O M> to T m N= a S - BC FRAMER®3.0 SCALE: 1/4"=1'-0" DATE: 1/2/2013 / trPPP BY: be r FILE: Ginger Lane 72 Centemille.bcf I DWG: SHEET: 1/1 Last Saved Date:1/2/2013 4:17 PM j Print Date: 1/2/2013 4:18 PM y ti N LOCUS SKETCH SCALE I"=2000' W-- —E I i I a 3 w w A6,F Fiy f • GUIDO SABATINELLI,JR. 1__ BK.1467 PG. 1002 -�* CB w' CB 22.36 i `n; o0 S 9 a0i'l`4 NN 85-11'13°E 133.70 `:� \ ; PL.BK.76 \ Fh14,810 , o PG.87 w 16 t � m w _�afiroi'- i -1_aw�oea , i CB SQ.F7 �""«` ,i o O ]. CB Wy' ►47.00 S80';l F`� CB \ ... ._S 80 W RI \�\ TOWN OF BARNSTABLE o n BK.1225 PG.527 \ZI? \PL.BK.76 PG. LL o PL.BK.172 1 CB i PG.95 I a- I i i PLAN OF LAND IN BARNSTABLE, (HYANNISPORT) MASS. FOR I CERTIFY THAT THIS PLAN CONFORMS WITH THE RULES AND REGULATIONS OF THE REGISTER LEE GLENN ! OF DEEDS. MARCH 29, 1979 40 20 0 40 MARCH 29,1979 REG. LAND SURVEYOR SCALE IN FEET I"=40' EDWARD E. KELLEY REG. LAND SURVEYOR ` CUMMAQUID,MASS. 1 �10 of r• "1 HEREBY CERTIFY THAT THE PROPERTY w�aA LINES SHOWN ON THIS PLAN ARE THE LINES ° e w:. DIVIDING EXISTING OWNERSHIPS, AND THE I CERTIFY THAT THE EXISTING BUILDINGS No2i£� LINES OF STREETS AND WAYS SHOWN ' SHOWN ON THIS PLAN ARE LOCATED ON THE ARE THOSE OF PUBLIC OR PRIVATE STREETS GROUND AS SHOWN HEREON AND THAT IT rho suave° OR WAYS ALREADY ESTABLISHED, AND THAT CONFORMS TO THE SIDELINE SETBACK REQUIREMENTS NO NEW LINES FOR DIVISION OF EXISTING OF THE TOWN OF BARNSTABLE WHEN CONSTRUCTED. �? OWNERSHIP OR FOR NEW WAYS ARE SHOWN." y� bf 11 5 8dy MARCH 29, 1979 GdtcvrY,oG f' REG. LAND SURVEYOR AEIZIRTERFO LAND SlJRVEYOR LOCUS- MAP 247 PARCEL 148 DEED REF- BK.757 PG,89 Al SMOKE DETECTORS REVIEWED _ IY �7 Jr�P �Mil&61G DEPT. DATE FIRE DEPARTMENT DATE 8 aTH SIGNATURES ARE REQUIRED FOR PERMITTING r _..................................................._...............................__.._........................................._...................._.__..._................................................__......._........_.....:-._....._..._......................._............_...._............_........_..............................._........_........... -- _...._........__..._..._.... ...._..........._._........__... - ..-.......... _._....__.._._ .._..........._. _._..._......_...._.. H Fm ❑ ❑ _............_.._._.__._...:.. -..._........_...:.._ --.............._........._......._.__.._-_- _._.._ ......._...._..__... _......_.... ....................... ............................................. .................. ... ...................... 11FM —....__............... _......._.__...__..._._—......_............_..- ...... ......... .... ......._. .__. ......... ....................... ....... ......... ...................... a o _...... o 24'-0" 20'-0" f P FRONT ELEVATION 1/4" = 1', PROPOSED 3 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD IN: SCALE: DRAWN BY: CENTERVILLE 1/8"= 1'ORNOTED DAVIDFALTEN ON: DATE PRINTED: SHEET# j 72 GINGER LANE 11712013 . . . . . . . . . . . . . . . . . I . . . . . . . . it Y. . . . . . . . . . . . . lit REAR ELEVATION ,o-_�-or�TTTT I I I I I I I I I I t I I I I I I I I I I I 1 11 1 1 1 11 1 1 1 1 11 LL EM ------------------------------- .. . . . . . . . ...................... 24A" RIGHT ELEVATION LEFT ELEVATION PROPOSED 3 BEDROOM RANCH FOR: HA BITA T FOR HUMANITY OF CAPE COD IN: SCALE: DRAWN BY: CENTERVILLE 118"= 1'OR NOTED -DAVIDFALTEN ON: DATE PRINTED: SHEET# 72 GINGER LANE 11712013 2 44'-0" F-5 1/2" 5'-1 3/4" 5'-6" 3'-3" F-8 1/4'. 6-2 1/2" IFri u y I � -- . 3 WINDOW SCHEDULE ' O !� NUMBER TY CODE COMMENTS 10'-0" - 3 E ! ow W01 9 24449 U.30S.29 8 W02 1 244FXFX3049 U.28 S.31 W03 1 A21 U.28 S.31 4 8'-5 1/2" ( I in W04 2 AN41 U.28 S.31 24'-0 1/2" W05 1 C135 U.28 S.32 W06 1 CN235 9.28 S.32 - 3 01/2' r 3'-1' I DOOR SCHEDULE N KITCHEN DINING UMBERIo s Co Co s 01 1 2868 S210 0.16 e _ D02 1 13068 1 S262 I U 0.28 ® o BEDROOM I a I D03 1 13068 IS296 I U 0.17 pr N I I _ CO I co O CO Vfl = I I II II N D02Ir MM t; - �C, N LIVING N N r r I 21068= 110 8 21068_ 146 i t ••_ O N 0 R. in co - O ao M � N _ - - - _ - - —D01 a. - ":33��:ass — — u � ,air. :�.�u � — — — ���i3r 1868 N I 21068 T 21068 i� 5068 OFY 3'-1 co "It 10 co I " a BEDROOM BEDROOM 1- 1,—D03 N � ' T 0 9'-1 1/2" 3'-8 1/2" 8'-7 1/2" 3TF 7'-8" c oE� LO T Porch CO co : : . .._. .1 .. .: . • _ ... ,..ram, ,,,, ..ti..:. `zz — — — — — — — — — — — — — — — — — — — 3/4— — — — — — — — — — — — — — — — — — — 5'-4" F-3 1/4" 3'-5" 2'-7" 7'-4 3/4" 20'-0" PROPOSED 3 BEDROOM RANCH FOR: 24'-0" HABITAT FOR HUMANITY OF CAPE COD FIRST FLOOR PLAN IN: SCALE: DRAWN BY.' 1/4" = 1" CENTERVILLE 1/8"= V OR NOTED DAVID FALTEN ON: DATE PRINTED: SHEET## 3 72 GINGER LANE 11712013 DROP TOP OF FND 8" v 44'-0" co 30'-6" 5'-0" 8'-6" - - - - 281- - - - - - - - - - - - - - - - I r - - - - - - - - - - - - - - - - - - - - - - - - - - - L- - - - - - - I 8'X T-9"CONC. FND. 8"X 16" RIBBON FTG. 30"X 30"X 12"COL. FTG, 3.5"LALLY COLUMNS 4 BASE WINDOWS I I 3.5"CONC. BASE FLOOR. I Ir o r I I I I" T I I I I I I I 9'_0" 9IE 8'-8" 3IE 8'-8" 3IE 8'-8" 3IE 9'-0" I N I I I I o I "' 14"X8"GIRT POCKET — — — — — — 4"X8"GIRT POCKET Co Mco � �2i6 co NI I - - - - - - - - - - - - - - - - - - - I I I 12 SONO TUBS SMOKE I SET ON UNDISTURBED GRADE o UR ED SOIL 0 y I CBvYtgp I I TOP HEIGHT SET IN FIELD iD cn 1 I / IL — — — — — — — — — — — — — — — — — — —J — — — — — — 6-6 CIE 6'-6" CIE 6.6 _ — — — — — — — — — — 2817 — — — — — — — — — — — I 24'-0" 20'-0" PROPOSED 3 BEDROOM RANCH FOR: BASEMENT PLAN HABITAT FOR HUMANITY OF CAPE COD 1/4" = 1 IN: SCALE: DRAWN BY: CENTERVILLE 1/8"= 1'ORNOTED DAVIDFALTEN ON: DATE PRINTED: SHEET# 72 GINGER LANE 11712013 1 ASPHALT SHINGLES MITEK TRUSSES 24"OC FELT PAPER SEE SPEC.SHEET FOR DETAILS 5/8"PLY SHEATHING USE STABILIZER BY MITEK 6 in 12 pitch 8D-4"EDGE/4"FIELD FOLLOW MANUFACTURE PLAN io iT 1X8 RAKE TRIM 1X3 2ND MEMBER 1X8 FASCIA 1X6 SOFFIT EAR BOARD COVE MOULDING 'v 1 X8 FREEZE Cl)1 X6 CORNER P11111111 I I I I I Ico 1 X5 CORNER 2/2X6 TOP PLATES 1 X3 STRAPPING 16"OC ALUMINUM GUTTER 2/2X12 HEADERS 1/2"DRYWALL TRUSSES 2"FOAM BETWEEN HEADERS R-60 INSULATION 2X6 X 92 5/8"STUDS 16"OC SUPPORTED ON 1/2"PLY SHEATHING EXT.WALL SIDING WITH FELT UNDER R-19 INSULATION 2X6 BOTTOM PLATE 1/2"DRYWALL -777-7 3/4"T&G PLY SUBFLOOR 9.5"AJS 140 APG JOISTS FOLLOW MANUFACTURES M SPECIFICATIONS 2X6 PT SILL c grade 5/8"ANCHOR BOLTS E 3.5"X 9.5"VERSA-LAM GIRT SILL SEAL ao 3.5 LALLY COLUMN zo 30"X 30"X12"CONC.COL.FTG. v 6'-0" 12"SONO TUBS SET ON UNDISTURBED SOIL, MIN.48"BELOW GRADE. 8"X T-9"CONC.FND. 2/2X8 PT GIRT 8"X 16"RIBBON FTG. r 2X8 PORCH JOISTS TAR DAMPPROOFING _ _I V-0" I 3.5"CONC. FLOOR ►�1 m vai OO f�2'-6"�1 r CROSS SECTION A 1/41' = 1' . PROPOSED 3 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD IN: SCALE: DRAWN BY: CENTERVILLE 1/8"= 1'ORNOTED DAVIDFALTEN ON: DATE PRINTED: SHEET# 5 72 GINGER LANE 11712013 BA _ RN5TABLC SOIL GENERAL ..NOTES . TEST LOGS MA E ; A, ATI TEST HOLE I: EL-48.0± SY 5T M DESIGN C LCUL OHS: A.) NETHER DR I IVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM .7 LOCU. DEPTH FROM SOIL SOIL SOIL SOIL OTHER SEWAGE DESIGN FLOW. UNLESS H 20 COMPONENTS ARE USED. SURFACE HORIZON TEXTURE COLOR MOTTLING 3 BEDROOM DWELLING @ I 10 GPD 330 GPD INCHES ' . USDA MUNSELL I RESPONSIBLE FOR THE SYSTEM AS DESIGNEE)1)N- ( ) ( ) ( ) B.)THE DESIGNER WILL NOT BE RE O R G � LEACHING CAPACITY REQUIRED. -1 1 - N N N SHALL V IN WRITING. O 2 F LL NONE LESS CONSTRUCTED AS SHOWN. ANY CHANGES LL BE APPROVED 3.BEDROOMS MAX. I 10 GPD'= 330 GPI)REQUIRED 12-36 13 LOAMY N C. 'CONTRACTOR SHALL.BE RESPONSIBLE FOP,VERIFYING THE LOCATION OF ALL SAD I OYR 5 8 NONE � N Putter Lade ) �, . „ SEPTIC TANK CAPACITY REQUIRED:'. 3G G9 C I MEDIUM COARSE SAND I CYK G 8 NONE PE C 55 / I COMMENCEMENT W _ _ L UNDERGROUND AND OVERHEAD-UTILITIES PR OR TO CO NCEMENT OF WORK. _ _ G9-1 32" C2 MEDIU COARSE SAND.. I OYR 8 G NONE . DAILY FLOW 330 GPD @ 200% 660 GAL. REQUIRED O CAPACI TY PROVIDED O C - TEST HOLE 2. EL 48.3_ SEPTIC TANK I I CONST(�UGTION NOTES 1 500 GALLON SEP TIC C TANK(MIN. ALLOWED) � DEPTH FROM SOIL SOIL SOIL SOIL, OTHER LOCUS o - LEACHING CAPACITY PROVIDED:. SURFACE HORIZON TEXTURE COLOR - MOTTLING A _ ONE I 25 X 1 2 83 X 2 INCHES USD MUNSELL O LEACHING CHAMBER CAN LEACH. L: ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE - Vt= 2 - 5X I283 + 25 � q,� [( X 2 O 2 + 12:83 X`2.0 2 X 0:74 GPD SF 349.33 GPD I AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. O-I O• , - FILL NONE t7 TITLE 5, EQ > a aV 349 GPD 330 GPD REQUIRED P e - MY SAND I NONE Pena W O 29 B LOAMY OYR 5/8 a s i r Y I N GREASE T P S DOSING CHAMBERS AND DISTRIBUTION 2.)SEPTIC TA K(S), AS RA O, S O R B NOTE. A GARBAGE DISPOSAL IS NOT PERMIT-TEE)WITH I Cl "I Nl D TH THIS DESIGN. � 29 G7 MED U COARSE SAND i OYR G/8 -NONE BOX ES SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY � ( ) „ INSTALL G7-125 C2 MEDIU COARSE SAND I OY 8 G NONE COMPACTED OR ON A C. INCH CRUSHED.STONE BASE. A R ONE(1)- 1500 GALLON SEPTIC TANK _ ONE 1 3 OUTLET DISTRIBUTION N _ + T O BOX li 20 Rated AN D 112 - q TEST HOLES_ EL_45.9_ O ( ) � 3.pSEPTIGTANK(S)SHALL MEET ASTM ST DAR C 7 93 AND SHALL F1AVE ' TWO 2 - 500 GALLON LEACH CHAMBERS W ITH 4 OF STONE ALL N,, OE L AROUND - M S I 1 AT LEAST THREE 20 DIAMETER MANHOLES: THENIINIMUM DEPTH FROM THE BOT DEPTH FROM OIL SOIL SOIL SO L OTHER, NOT TO SCALE TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48 „ SURFACE HORIZON TEXTURE COLOR MOTTLING ...INCHES USDA MUNSELL 4 SCHEDULE 40 PVC INLET AND OUTLET-TEES SHALL EXTEND MINIMUM OF G" (p� p A 0-13 FILL NONE FLOOD. PLAN � I ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE 13-34" B LOAMY SAND I OYR 5 8 NONE PLAN BOO 2 OF THE TAN DIRECTLY UNDER,THE EA K 33 PAGE 22 CENTERLINE K RE D R H CL NOUT MANHOLE, NOT TO SCALE BENCHMARK. 34-G7 Cl MEDIUM COARSE SAND FOYR 6 8 NONE DEED BOO K 7476 PAGE 27 I E COVE O THE SEPTfC AN AND DISTRIBUTION X WI H - To o Water Gate 5 )RAISE COVERS F TANKBox T PRECAST G7 172 C2 MEDIU COARSE SAND 10YR 8 G NONE: p - + ASSESSORS. MAP 247 PARCEL 48 Bed EL 50. _ Ass m datum) CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G OF Bath 2 ( u ed u ) _ Kitchen FINISH GRADE OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGEN TEST MOLE 4. EL 4G.4_ _ T 1 1 DEPTH FROM SO L SOILL L OTHER,SOI SO I �� Bath Lmm Damn - G. PIPING SHALL CONS ST OF 4 SCHEDULE 40 PVC OR,EQUIVALENT. PIPE SHALL SURFACE. HORIZON. TEXTURE COLOR MOTTLING � 9 E INCHES USD MUNSELL 49.7 L GEND BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I%. ( ) ( N ( ) Existin Foundation To Be 0-101, A LOAMY SAND I CYR3 4 NONE ` 9 32 EXISTING: 7. DISTRIBUTION INES FO SOI ABSORPTION SYSTEM Bed Bed Denn i h r CONTOUR' L R L R 5 (AS REQUIRED)SHALL BE of s ed and is :5 _ f I O 27 LOAMY SAND I OY 5 8 NONE \G B R .. 4 DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED Removed 32 PROPOSED CONTOUR Covered Porth AT END OR AS NOTED. 27 55 C L : MEDIU. COARSE SAND I OYR G 8 NONE PERC 48 x i 2.34 EXISTING SPOT GRADE 5 128 2 ' LU COA SE SAND I NONE 5 C MED M/ R OYR B/G 3,70 13 T I FROMDISTRIBUTION H M I S - 8)OU LET FIFES RO BOX SHALL REMAIN N LEVEL FOR AT LEAST x so1 o „„,,,,, 24x5 PROPOSED SPOT GRADE 2 BEF E PITCHING TO SOIL ABSORPTION SYSTEM. WA x so.7 OR Cfi NG T M TER TEST DISTRIBUTION DATE OF TESTING. 10124112 .. �. x 50.4 w „ „ ,� „ PROPOSEDW '"�-�-• _�-----`'� WATER SERVICE LINE BOX TO ASSURE EVEN DISTRIBUTION. PERCOLATION RATE. LESS THAN 2 MIN/INCH IN C I t C2 LAYERS. � . ,. ,, 50 O q I N . . ' WITNE SED BY KEITH E. FERN NDES PE J.M. ORE LLY ASSOCIATES INC. ! _ V 9. DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF ,, S 0,7 OVERHEAD UTILITY SERVICE } G MEASURED BELOW "�- -� ,, 1. DESMARAIS,AGENT BARNSTABLE HEALTH DEPARTMENT , = m °w E -U- `,. PROPOS D THE OUTLET INVERT GROUNDWATER ENCOUNTERED STANDING 7 I BELOW GRADE IN TEST PIT#3 . co UNDERGROUND .UTILITY SERVICE AY� _:. VW_._�_ L DRI E RAVE � c _,.*,f .. 41 TIP P OPO E s - , R S D GAS SERVICE LINE 10. BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3 4 TO USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. ' .� , .� .. l H 8 w: I I WASHED 1 _ ,. .,. .�2 DOUBLE AS D STONE FREE OF IRON,.FINES AN T/ D DUST AND SHALL BE Certification: TEST HOLE BORING LOCATION / IN N s, n M. STALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE J sT SEPTIC TANK K SOIL ABSORPTION SYSTEM BASE AGGREGATE SHALL BE COVE WITH 2certify : :,. �„ •- :.�""'�. RED W T A I ..that on 10/24/OS ,I (Keith E.Fernandes) the «. 5p 4 .. DB �., x DISTRIBUTION 1 �. 48 2 > BOX :.LAYER OF-I 8 TO `I 2 DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. .> � .t� . k, �,. s, 2 48x2 - / / R S examination approved by the Department of Environmental p «�° � �,., ,« .,_ _., ... ,_ w performed ,., _... ..r tectron and that the above analysis as a fo ed b me 3 A : , SOIL ABSORPTION 1P v �,� :x >.� �;�,, as,9 10 SYSTEM .)VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET, r ,�z� =r « ' a w required ex ertr a andexperience • U consistent with the re it d s _ Rese ve WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS PARKING A -, ... RESERVED R ARE s, \ DB 4 4 4 W FOR FUTURE described 310 CIvIlZ 5:01 2 1.9+ .,-. O m 1 7 TURNING"AREAS OR OTHER IMPERVIOUS MATERIAL OR WHEN PRESSURE DOSED. a - ' _ �:�� ,��� , � . � � UTILITY POLE Y ..... SOIL ION V J) r 1P - x 9, - ,12 )..O L ABSORPT SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9 OF + , 2__..x � �,.�,{''' Existm Oak 2 1 s s,4 ® CATCH BAS I N �:� G 44.7 9 tRcP ,: M,2y DATE. f 48, w CLEAN MEDIUM SAND EXCLUDING TOPSOIL NAM�` s'"�° j ! f - cp �.. ( ? a.. / t 30 - DBH v O tf r x 48, 0--� FIRE HYDRANT a CD � x 4 3_ B�, r/1,.wr, we ...... ...... n .., of?'C,_.b�13r FINISH GRADE SHALL E A MAXIMUM OF G OVER,THE � ..._,RA B M 3 R E TOP OF ALL SYSTEM ;- 4, x 8.85 �,, E ..s ,-,. 49.2 � O \ WATER GATE Fb�VE�i �. D4 1 DISTRIBUTION g Reserve x .., ,.... .,,,.,COMPONENTS, INCLUDING THE SEPTIC TANK; dISTR BUT ON BOX DOSING CHAMBER_ . ,: ,_ ,..f,a� ,- ,:.,,. Off/ S I �, .. d ® DRAINAGE.,.,. ...-OEM :,, � ,.; RA AGE MANHOLE AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER __ :, :-,.TC��'f r._,s� ,�,�.. 9 «,> ... W :, 111Gt1 GROUNDWATER LEVEL CALCULATIONS POLICY 92 00I\. :-� H � , _. ._G O R ( / a _" X - m _ L GI ✓ ,e . _ O F-T . BOIND FOUND - - ,.... .. v-- L�F. FROM THE DATE OF INSTALLATION OF HE OIL ABSORPTION SYSTEM UNTIL „- x + „ ) + 4. EL „49 O I; o 'Y TOP OF BANK Depth To Water Table(3-2 14t3' EL 31.6_ RECEIPT OF A CERTIFICATE OF COMPLIANCE THE PERLMETER OF THE SOIL ABSORP .« «, ,, Appropriate Index Well: MIW-29 - x 1 w LIMIT OF WORK TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH \ )"? X 48J e w __ Water Level_Ran e Zone: C 3-4, ��"... x „�.,. �>. : . ...... .. .:.. AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE T�1F SY5I M. 9 ( ) ♦ S , FENCE , r th"T a r Level or Index Well I I � Current Dep o W to e F I( O/ 2) 9.G .____• ss , �,,: r" ~i� �, r v. + �47.7EDGE OF CLEARING 5:)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION Water LeveLAdJustment. 5.2 - x 45.6 ,k _ ���«• ��^-^ � > . R G _ 42,7 �A� - = + 1� x2 BY AN AGENT OF THE BOARD Of HEALTH (OR THE DESIGNER IF THIS SYSTEM RE. Estimated Depth To Hi h Water. 9.I (EL 36.8_) _ + ,, 48 47,7, � LIGHT POST p 9 � QUIRES A VARIANCE)AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING W 42 PARCEL # 148 THAT ALL:WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS"OF THE Q Ln�2it ' ... 14,810 +. PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. Area- SF± of Wor k Existm Oak _ �: S It Fe-nce G'.) OWNER/CONTRACTOR SHALL REVIEW HOUSELOCATION AND GRADING PRIOR ` TO EXCAVATION. - SDS DETAIL. 5 V N rI, 6.4 17.) CONTRACTOR SHALL VERIFY BUILDING SETBACKS, BUILDING CO COVERAGE, AND ,� _ , � �. x ,, SCALE, I - 10 +I BUILDING HEIGHT; COMPLIANCE WITH ZONING SETBACKS IS NOT EXPRESSED OR O IMPLIED HEREON. "- ....� 25'± ,,..�" UP#37014 4'± 8.5'± 8.5'± 4'± 46.5 x y...►"" i ' „� ZONING N TA f. G B LE 147 x 39,3 I' �._ ., �,. � ..,ems .,F1,�r��:. � +I +I O ,, x 46.3 ZONE. (RESIDENTIAL) RB - .,. vJ x> r(, 5 e a .m N Q 46.2 ��;� �.,,. FRONT YARD SETBACK 20-FEET 41 c ; 43.6 4 .. .. .t cis: :w1� , a.. . . ,,.,.._ PLAN D AND REAR YARD SETBACKS. I � hTIN`'��„ *Iw.�.«,, �� , � �,,•° � 0 O FEET_ INSPECTION NOTE. r n ._r. r.,»..••••-».., «. B J I_DI IG HEIGHT „ 30 FEET SCALE I -20 UPl,.�`'h, 114 ,<. PRIOR TO FINAL INSPECTIONTN I �_ Y SYSTEM PROPOSED BUILDING COVERAGE LOW P OFI LE. L BY E ENG t f ER, S S M 4 1 352 S.F. NEEDS TO BE COMPLETE INCLUDING$UILD-,P-FOR COVERS. ,. : THIS AREA ISJEI�,'✓ED - KEITH E: NOT TO SCALE _ BY TOWN WATER. FEw�NANDE� 5 COVERS TOTAL U GIVIL C.24 DIAMETER CONCRETE COVERS THE LAYOUT AND DIMENSIONS OF THE 1 � , P�ta.413725 RAISED TO WITHIN 0'OF FINISH -® '`+' a � PROPOSED DWELLING HAVE BEEN TAKEN TOP Of FOUNDATIONQ '� GRADE(OR AS NOTED) GA S FROM THE PLAN DATED 8/10/10, EL=49.0± (SEE NOTE#5) P SP > 4. PREPARED ,:..., Pro osed EL- 48:0± Pro osed E =48.0± Pro osed EL=48.0± 5 BY DAVID F. ALIEN LLJ 0 3G Proposed 46.3± habitat for Humanity Of Cape C o- r, .• '; (9" Min--3G"Max) 6.2 VEGETATED ♦ Y O 45.00 �llk V1 CfLAND 41 I Main Street, Suite 0 Yarmouth ort MA 02075 - 2 LAYER OF I/8 - I/2 STONE L AL 4G.0_ 45.10 „ / r „l0 44.8 :1. >"r SITE SEWAGE DISPOSAL SYSTEM DESIGN _I 4 5 I:. ... %44.25 % � / 3/4 - I-I/2 STONE �.��`' �I �� 3 44:G7 / / AL 44.50 , . N / r ALL STONE SHALL 2 � ����,. - 7 GINGER LANE, CENTERVILLE, MA` ,/ ! / F._ 40 f T „ ! / f BE DOUBLE WASHED x 2 DROP a a!l!� ��` r..,)h'aW GAS BAFFLE �:r_w t 42.25 :!w . _ ,, J.M. 0 REILLY & ASSOCIATES INC. USE TWO SHOREY PRECAST' . AL ,.. ,+ Professional Engineering & Land Surveying Services 500 GALLON LEACH CHAMBERS 5.5_ .Lon est Run WITH 4 OF STONE AROUND 18_ k 15_ k 500 GALLON (END VIEW) 1573 Main.Street - Route 6A 'DB-3 - _ EL 3G.8± HIGH GROUNDWATER P.O. Box 1773 _ 0 20 40 60 SEPTIC TANK --BOXLEACHING C N x 2.0' 50e 896-6601 Office.. Brewster,- MA 02631 508 896-6602 Fax r" 25.0 x 2.83 x 2.0 Q_ _ DATE: SCALE: BY: CHECK: JOB NUMBER: I.H-20 -�'-- _ EL 3 1.G± OBSERVED GROUNDWATER 10124112 „_ - SCALE I -20 - As Noted KEF MTF JMO-000G G.\AA.Jobs\Habitat\Habitat 72 Ginger Lane GGGG\dwg\GG66SITE*SDS.dwcl II2012