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0089 SCHOONER LANE
e9 s�r.� v,�- � �' _ tar�6 __ _ _ _ _ — /___— ', Town of BarnstableBuilding Post'This,Card So That rt is�/isible From the Streets,App,roved P.,lans"Must be;Retame on Job andthis CardMust be Kpt 1639. PostPermit ed UntU Final InspectionyHas;Been Made y , a y r. �" u anc s.Re"used such B.uildm ;"shall Notbe Occu ied u'nttt as;Final-Inspect�gn has beery made Where aCertificate--of Occ Permit NO. B-16-1565 Applicant Name: Cheryl Gruenstern Map/Lot: 273-204-009 Date Issued: 07/06/2016 Current Use: Zoning District: RC-1 Permit Type: Solar Panel-Residential Expiration Date: 01/06/2017 Contractor Name: SOLAR CITY CORPORATION Location: 89SCHOONER LANE, HYANNIS Est Project Cost: $ 17,000.00 Contractor License: 168572 Owner on Record: MIRANDA, ERIKA&SERRA,WILFREDO� .'" Perris t Fees $ 136.70 4 Address: 89 SCHOONER LANE $ 136.70 HYANNIS, MA 026017/6/2016 Description: Install solar panels on roof of existing house,with any upgrades, if applicable,as specied by PE m Design;To be t interconnected with home electrical system. 'i 02 kW".�27 Panels JB-0263076 r '� Project Review Req : Install solar panels on roof of existing house,�with any upgrades, if applicable,as specified by PE in Design;To be interconnected with home electrical system 702 kWM 27 Panels-JB-0263076 Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is corrmmenced within sik months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for whicli.this permit has been granted. All construction,alterations and changes of use of any building and structures shall be incompliance with the local zomng'by laws and codes. This permit shall be displayed in a location clearly visible from access street o ra road dnd shall be maintained open for public nsypection for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures`by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work'' t 1.Foundation or Footing ' f 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue Immg is m' stalled; " 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection ` _ '` 5.Prior to Covering Structural Members(Frame Inspection) a' �� ` 6.Insulation 7.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. QNLs�►/ "Persons contracting with unregistered contractors do not have access to the guaranty fund" (asset forth in MGL c.142A). �Building plans plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Cape Save Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fax: 508-398-0399 DATE ll�ll��y Thomas Perry CBO Town of Barnstable Building Division 200 Main St. Hyannis,MA 02601 RE: Insulation Permits Dear Mr. Perry This affidavit is to certify that all work completed for 89 Schooner Lane(#201401782) has been inspected by a third party Certified Building Performance Institute(BPI)Inspector. All work performed meets or exceeds Federal and State Requirements. Sincerely, William McCluskey i NOISIA10 n t OVISMO AN jai 0 f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION b' 1 Map 3 Parcel ® (/ Application ao v Health Division Date Issued 3 4z7- i� Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Vq ooli C v", Village Owner g CA C Address J 2K e d Telephone J J Permit Request `/ �:� To a frfc , kvie� i/iu J/ , Q -i e-ss to At /r Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay a o Project Valuation -0 Construction Type Lot Size Grandfathered: ❑Yes . ❑ No If yes, attach supq rting docwmen-%tion. Dwelling Type: Single Family ZZ Two Family ❑ Multi-Family (#.units) _,3 Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Hi hway: ❑4es `C No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other i I . Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existingnew e Half: existing new Number of Bedrooms: �+ existing _new Total Room Count (not i ding baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size —Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name w �V l�e /60C SaVC,_141r!uTelephone Number (.S� / �U �0 10 Address U I 44 License # Ida a 0 0�,A m �y Home Improvement Contractor# 6 "" - 8y Email Worker's Compensation # _ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE /� FOR OFFICIAL USE ONLY e APPLICATION# DATE ISSUED MAP/PARCELNO. 'r• ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING z E- DATE CLOSED OUT ASSOCIATION PLAN NO. Building Permit Authorization I, E'nka'Miranda as owner hereby give my permission to Cape Save, Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 Office: 508-398-0398 to take all necessary steps-to obtain a building permit to perform work at my property located at 89 Schooner Lane Hyannis, MA 02601 1. Signed Date 1 `� 4 t l O `ce of Consumer Affairs and.Buslnes5 Regulation K41 10 Park Plaza- Suite 5170 . > Boston. Massachusetts 02116 Home Improvement Contractor Registration. Registration:. 1.71389 . Type:_ Corporation' Expiration:. 3/14/2016. Tr# 249649. CAPE SAVE INC. WILLIAM McCLUSKEY — 7-D HUNTINGTON AVENUE i SOUTH YARMOUTH, MA:02664 Update Address and::return card..t4lark.reason for change. s— Address ( 1 Renewal , Employment. r Losi.Card ,,, ltit t\i r��r•irtrc•r/l�<r�'^l��i>:x��/in'cfF� _ Office of Consumer.Affairs.6,Busmess,Regulation License or registration valid for individui use only t,- —S_�—#iOPJiE IMPROVEMENT CONTRACTOR before the expiration date. If found return to:. '32egistraGon:: 171380 Type: Office of Consumer..Affairs.and Business Reaulation a1 10 Park Plaza:=Suite 5170 Expiration 3/1412016. Corporation Boston,.. A.02116 CAPE SAVE INC. WILLIAM McCLUSKEY' 7-D.HUNTINGTON AVENUE SOUTH YARMOUTH,MA 02664 Undersecretary Not vani4rtsignature iaSsdCn Sit\'� Dei)aY- e ='of P Its �.11n�rSIIC.Q6i:-Sii jICC\i.K:1:.Clel'ia.Ir:' - . GSSL-102776 WILLIAM J MC CLUS Y 37 NAUSU,ROAD West Yarmouth MA 02673 06/28/2015 .�`,Pant Forrrr � The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations - a 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Cape Save,Inc. Address: 7D Huntington Avenue City/State/Zip: South Yarmouth, MA 02664 Phone #: 508-398-0398 Are you an employer?Check the appropriate box: Type of project(required): 1.M✓ I am a employer with 17 4. [] I am a general contractor and I 6 New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. Demolition working for me in any capacity. employees and have workers' 9 Building addition [No workers' comp. insurance comp. insurance.t required.] 5. n We are a corporation and its 1.0.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I Ln Plumbing repairs or additions right of exemption per MGL myself. [No workers comp. 12.❑ Roof repairs insurance required.] c. 152, §1(4),and we have no Insulation q ]y 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. f Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Technology Insurance Company Policy#or Self-ins.Lic.#: TWC 3353968 Expiration Date: 04/09/2014 Job Site Address: 8 ` EC'',`Qc)'I e City/State/Zip:/Vv1n l� 4061260 policy declaration page(showing the policy number and expiration date). Attach a copy of the workers compensation p y p g ( g 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 Date certi under the gains and penalties of perjury tat the information provided above is true and correct. Si mature: - _ — __ —]:� Phone#: 508-398-0398 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: A Q® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 10/22/2013 THIS 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(les)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 endorsements. PRODUCER COAMWVCT Colleen Crowley Risk Strategies Company PHONE . (781)986-4400 1 Fnc No:(781)963-4420 15 Pacella Park Drive Suite 240 INSURERS AFFORDING COVERAGE NAIC# Randolph MA 02368 INSURERA:Selective Ins. of America INSURED INSURERB:Safety Insurance Company 3618 Cape Save, Inc INSURER C.Technology Insurance Company 7 D Huntington Ave INSURERD: INSURER E: South Yarmouth MA 02664 INSURERF: COVERAGES CERTIFICATE NUMBER:CL13102268490 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. LTRR TYPE OF INSURANCE POLICY NUMBER MMOI ICY EFF MPOMJ�EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTE17- X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100,000 A CLAIMS-MADE Q OCCUR S1994480 0/16/2013 0/16/2014 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: -PRODUCTS-COMP/OP AGG $ 2,000,000 riPOLICY X PRO JECTX LOC $ AUTOMOBILE LIABILITY EaCOMBINED accident)SINGLELIMIT1 000,000 ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED 208200 1/6/2013 1/6/2014 AUTOS X AUTOS BODILY INJURY(Per accident) $ NON-OX HIRED AUTOS X AUTOS�ED (Per accident)nt AMAGE $ $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 1,000,000 DED I I RETENTION$ 911 S1994480 0/16/2013 0/16/2014 $ C WORKERS COMPENSATION Officers Included for X WCSTATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERlEXECUTIVE YIN overage E.L.EACH ACCIDENT $ 500,000 OFFICERWEMBER EXCLUDED? N/A (Mandatory In NH) 3353968 /9/2013 /9/2014 E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes.describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Weatherization Specialists GL: Blnkt AI, Blnkt PNC, Blnkt WOS, Per Proj Agg, Per Loc Agg / GL Exclusions: Snow & Ice Removal/OCIP/Wrap Ups CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE chael Christian/CLC ACORD 25(2010105) O 1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005).01 The ACORD name and logo are registered marks of ACORD Town of Barnstable Building Department artment 200 Main Street * &ALRNST"LE. HyaQ038 , MA 02601 MASS. 16 �' -4 S& (5 862 RFD Mfg A iOccupancyCert�f cate of Application Number: 201105828 CO Number: 20130033 Parcel ID: 273204009 CO Issue Date: 04117113 Location: 89 SCHOONER LANE Zoning Classification: RESIDENCE C-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: HYANNIS Gen Contractor: MORIN, JACQUES N. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed _ V TOWN OF BARNSTABLE Building INE T° 201105828 . BARNSTABLE, Issue Date: 10/31/11 Permit 9 MASS. �Al 1639• NJ Applicant: MORIN,JACQUES N. Permit Number: B 20112377 FO MA'1 Proposed Use: DEVELOPABLE LAND Expiration Date: 04/29/12 Location 89 SCHOONER LANE Zoning District RC-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 273204009 Permit Fee$ 841.50 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num 57770 Est Construction Cost$ 165,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL AFFORDABLE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN,JACQUES N TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1597 FALMOUTH RD INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: PR t Building Permit Issued By: THIS PERMIT.CONVEYS:•NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY, ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THEBUILDING CODE,MUST BE-APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES,AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS..THE ISSUANCE OF THISPERMIT.DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION - RESTRICTIONS. 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). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS mac•; �� r., try. nn it,' P>k , z le 3 1 lheatiAg Inspection Awo.vals ,' Engineering Dept Fire Dept 2 �IQ,S saaxid o th � s y Via. r3 � 1 1� -- � 7 n• The Hanover Insurance Company 1 140 Lincoln Stroet.Worcester MA 0165.3 noverCitizens Insurance Company of America 16,45% cst G and fin r Averwe Hoer II,MI i!8E43 i llSlli<liti C�,lY1l,l�). Massachusetts Bay Insurance Company tdO l in,Ulri 4,0166, '!!Ix The Hanover Insurance Company CANCELLATION NOTICE To: TOWN OF BARNSTABLE MA 1 Re: BOND/POLICY NUMBER: ,BLN9320216 WHEREAS, on or about 10 6/2012 The Hanover.Insurance Company___; as Surety, Executed its bond/and or renewal of bond in the penalty of: Five Thousand Dollars ($ 5,000.00 _) • P On behalf of _ BAYBERRY BUILDING COMPANY INC as Principal, in favor,ofs'i: TN't '',F r!,i.-, ��''TOWN OF BARNSTABLE _ as Obligee ,(Nature of:Risk t 6 Jr`, ,. Street Permit _ �) and WHEREAS, said bond by its terms provides that the said surety shall have the right to terminate its suretyship thereunder by serving notice of its election so to do upon the said Obligee, and WHEREAS, said Surety desires to take advantage of the terms of said bond and does hereby elect to terminate its liability in accordance with the provisions thereof. i NOW, THEREFORE, be it known that The Hanover Insurance Compa-n_y__ shall at the expiration of 10 days after receipt of this notice or _ 1l/11/2012 1.2:00:00 AM_ whichever is later�b,e released�fron&II liability by reason of any default committed thereafter by said principal. Signed and sealed 11 1/2012 10:43:23 AM . ;+ r THE HANOVER INSURANCE COMPANY r .. `"` Y. 3 BY: — c Kristy Coll on, Attorney-in-Fact Reason for Cancellation Agt Request c c cc:, M 4K.(Lo.velette 1ns. I; BAYBERRY BUILDING COMPANY ING ' "' y II. i Roma, Paul From: Perry, Tom Sent: Friday, March 23, 2007 11:20 AM To: 'Jacques Morin' Cc: Roma, Paul; LeBoeuf, John; Mckechnie, Robert; Lauzon, Jeffrey; Barrows, Debi; Shea, Sally Subject: RE: sheds According to the PIAAD an accessory structure that doesn't require a BUILDING PERMIT doesn't have to meet setbacks.However 780 CMR in chapter 1 and chapter 36 apply to structures less than 3 feet to the property Iine.There is no language of whether or not there is a Building Permit involved. 3603.3.1 provides that exterior walls less than 3 feet to the property line MUST be protected from BOTH sides with 1 hour fire resistive construction.So you will probably want to think about how close to the line you want to get.We would prefer that these are located at least 5 feet to the line. -----Original Message----- From: Jacques Morin [mailto:bayberrybuilding@comcast.net] Sent: Friday, March 23, 2007 10:39 AM To: Perry,Tom Subject: sheds Greetings, Thanks for not seeing me this morning. Just kidding...between all the confessionals and the questions I know your busy. I'm glad you reviewed the background on the shed item within the PHI-AHD. Your secretary gave me the feedback that the sheds can go anywhere on the lot. Do we need to qualify the size or can we do a 12 x 16 under the same area or is that qualification limited to anything over 120 s.f. Would appreciate hearing from you on this so we don't screw up and have to go to the confessional. Thanks. Jacques N. Morin, Pres. Bayberry Building Company, Inc. MIN.LOT AREA MIN.LOT MIN.LOT N R06UM YARD MA}{AqTJM SQ.Fr. FRONTAGE IN WIDTH SETBACKS IN FT.(1) BLDG. FT. IN FT. HEIGHT IN FT. FRONT SIDE REAR 10,000 56;20'for a lot 65 0) I0o) 20t'1 30* on the radius of a cul de sac *Or.two and one-half(2-1/2)stories whichever is lesser. ' (1)The Planning Board may grant a waiver to the Lot Width requimment to individual lots located on the radius of a cul-de-sac provided that the grmltt of the waiver will result in a proper alignment of the home to the street. (2)Accessory Structlues that requires a building permit shall be required to confoim to all setback requirements. (3)Accessory garages,whether-attached or detached,shall require a minimum front yard setback of twenty(20)feet (4)The Planning Board may require a planted buffer area within any required rear or side yard setback area F) Parking: A minimum of two (2) on-site parking spaces per dwelling unit shall be provided. A one car garage shall count as one parking space. A two car garage shall count as two parking spaces. G) Phasing: The applicant, as part of the application for subdivision approval,may propose a phasing plan identifying the number of building permits requested to be issued in each year of'the phasing plan. The Planning Board, upon a finding of good cause, may vary the provisions of Section 4.9 (5) (a)-(b) and.(6)(b)(i)- (iii)herein and allow for the allocation to.the applican_t of the number of building permits proposed in the phasing plan or any different number that the Planning Board deems appropriate,provided that at the time of the granting of. the special permit, that the determined number of building permits are available and that no more than V4 of each year's allocation under Section-4.9 (5)(a) and (b) shall be allocated to the applicant. Every permit allocated to the applicant by the Planning Board shall be included as part of the yearly building permit allocations under Section 4.9 (5)(a)-(b). There shall be no extension of a- Building Permit granted under aphasing plan and any unused and/or expired• permits shall be credited back as part of the adjustments under Section 4.9 (5) (d) for the next calendar year. H)..Visifability: The Planning Board may require that some or all of the dwelling units provide access for visitors.'in accordance with the recom=endations of the Barnstable Housing Committee. 5. Affordable Units. At least 20% of the dwelling units.shall be Affordable Units, subject to the following conditions: A) The Affordable Unit shall be affordable in perpetuity. A Deed Rider shall assure this condition, .The Deed Rider shall be structured to survive any and all foreclosures. nnd_1 1 AVi11a crl)evelnnrev 1 11804final I �--- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel _ Application #eQ0 t dS Cl Health Division Date Issued b 6 Conservation Division Application Fee Planning Dept; , 16- 1`�- 11 , Permit Fee 1 S� Date Definitive Plan Approved by Planning Board- c) Historic - OKH Or _ Preservation/ Hyannis ��- Ca -S � g Project Street Address Village L Owner fito % Address Telephone Permit Request !Square feet: 1st floor: existing proposed la�f� 2nd floor: existing proposed Total new.. -. ZoningDistrict ��" �6 Flood Plain Groundwater Overlay- Project Valuation 4W Construction Type Lot Size v 442; Grandfathered: ❑Yes /d�o If yes, attach supporting documentation. Dwelling Type: Single Family --a' ,Two Family ❑ Multi-Family(# units) >> '\Age of Existing Structure h /� Historic House: ❑Yes/dNo On Old King's Highway: ❑Yes )arNo , Basement Type: Full ❑ Crawl",. ❑Walkout ❑ Other Basement Finished Area(sq.ft.) �� Basement Unfinished Area,(sq.ft) Number of Baths: Full: existing new Half: existing, new Number of Bedrooms: existingl.new Total'Room Count (not including baths): existing new First Floor Room Count I Heat Type and Fuel: eGas ❑♦Oil ❑ Electric ❑ Other ..Central.Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes-,�o Detached garage: ❑existing ❑ new- size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing Xnew size ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization Appeal # �cU 86 Recorded �K a(a,3,) Commercial ❑Yes Ifyes, site plan review #4N0 `'Current Use 1( �� Proposed Use w APPLICANT INFORMATION -, (BUILDER OR HOMEOWNER) ` Name � ONTelephone Number Address � V� �1-� License# c-'s 5 7 b Home Improvement Contractor# 69 3a Worker's Compensation# I AX A `( / l/6/r4O ALL CONSTRU TION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ® ` FOR OFFICIAL USE ONLY jr APPLICATION# F DATE ISSUED MAP/PARCEL NO. y ADDRESS VILLAGE OWNER DATE OF'INSPECTION: .y FOUNDATION PR_ ���� Pk, FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL s' PLUMBING: ROUGH FINAL f GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT.- ASSOCIATION-PLAN NO. a ��r r Town of Barnstable : r Regulatory Services Thomas F. Geiler, Director :6-f9` Building Division Thomas Perry, CBO, Building Commissioner 200 Main Street, Hyannis,MA 02601' www.town.b arnsta b I e.ma.us Officer 508-862-4038 Fax: 508-790-623C FLAN REVMW Owner. H o�-1 P/ Map/Parcel: �-7 00.`f 0 0? Project Address �C -�DINC(f�guilder. The following ifern* s were noted on reviewing: Reviewed by: Date: - th-0 The Commonwealth of Massachusetts Department oflndustrialriccidents Office of Investigations x' 600 Washington Street Boston,3 M 02111' jvj• mmass.gov/dirr ' W P ffi Workers" Com ensation Insurance Affidavit: Builders/Colitractors/Electricians/Plumbers ..A-pplicantlafokmation Please Print L eLyibl Name (Business/Drganization/lodi 'dual): ; - CY ' •11dL�T'e55: �l ' City/State/Zip: .�CO- AIL Phone.#: Are yo .an employer? Check the appropriate box: .Type of project(required):• actor and I 1, I aura employer with 4. [] I am a general corttr hew construction `crmployees(full aud/or part-time).*• have hired the sub contractors listed on the*attachad sheet. ,7. ❑Remodeling 2:❑ I am a'sole proprietor or partner- These sub-contractors have ship and have no employees 8, ❑Demolition employees and have workers' working for mein any capacity, t. 9, ❑Binding addition [No workers' comp,insuranco comp.insurance. 5. E] We are a corporation and its 10,❑Electrical repairs or additions required.] officers have exercised their I LE]Plumbing repairs or additions ' '3.0 I am a homeowner doing all•workc . myself,[No workers' comp. right of exemption per MGL 12,E]Roof repairs insurance.required:]fi c, 152, §1(4), and we have no 1311 Other employees, [No workers' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation pofioyinfom-ation,, f Homeovroers,who'subnutthis atiidavit lndicadng they am doing all work and t}icn hire outside contractors must submit anew affidavit indicating such ; tContractors that check this box must attached an additional sheet showing the name of the Sub-contractors and state wbetber ornot those entities have employees. if the sub-contractors have employers,theymust prMdh their workers'comp.poNdy number. X atri an empCoyer fhaf is providf Workers'compensattvn Insurance for my employees, Below Is the policy and job site ' tnformatian. ' • Insurance Company Nsbne: SS C.t qz Cc�� C . Policy#or Self-ins.Lie,#: LO COp S O G 1100 Expiration Date: Job Site Address: <i ! L � City/Ster/Zip: OJAI Attach a co of the workers' compensation policy declaration page'(showing the policy number and expiration date). PY Fail ure.to secure coverage as required under Section 25A of MGL c. 152.can lead to the imposition of criminal pemldes of a fine tip to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to$250.D a day against the violator.•Be advised that a copy of this.statement maybe forvlarded to toe-Office of Investi lions o the IDIA for insur po covers e verification TI?o1,e,,,.,e1y cert nder thepains-andpenalties ofperjury that the informationprovided above is true an'd correct, Date© d' Offcclal use only. Do not write in this area, to he completed by city or town official. City. orTown: ' Permft/License# Issuing Authority(circle one): .`I.Board of Health 2,Building Department 3, City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector 6, Other Contact Person: Phone#: __ Client#: 15089 2BAYBERRYBU AC®R6. CERTIFICATE, OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 02/14/2011 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Agency ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 973 lyannough Rd., PO Box 1990 Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Associated Employers Insurance Bayberry Building Co.,Inc. INSURER B: and Jacques N. Morin INSURERC: 1597 Falmouth Road, Suite 4 INSURER D: Centerville, MA 02632 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LT'R NSR DATE iMMIDDIYYI DATE iMM/DDfYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMPoIL=RCIAL GENERAL LIABILITY DAMAGE TO RENTED $ ..EBEMISES(Ea occurrence) CLAIMS MADE OCCUR MED EXP(Any ore person) $ PERSONAL&.4DV INJURY $ ` GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMP/OP AGG $ POLICY PRO- LOC _ J ECT AUTOMOBILE LIABILITY - - COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS '" - � BODILY INJURY $ SCHEDULED AUTOS - (Per person) HIRED AUTOS ' BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY } AUTO ONLY-EA ACCIDENT $ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ , OCCUR CLAIMS MADE - AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND WCC5004911012011 02/02/11 02/02/12 X WOR LIMIT f oFIR TH- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $SOO,000 - ANY PROPRIETOR/PARTNER'EXECUTIVE OFFICER/MEMBER EXCLUDED? NO E.L.DISEASE-EA EMPLOYEE s500,000 If yes,describe under - SPECIAL PROVISIONS below E-L.DISEASE-POLICY LIMIT s500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Insurance coverage is limited to the terms, co;:ditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town Of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL i_ DAYS WRITTEN Building Dept. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL e 200 Main Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Hyannis, MA 02601 REPRESENTATIVES. AUTHOR12ED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #S77318/M77317 LS1 o ACORD CORPORATION 1988' t Affidavit of Substantial Financial Interest I C�c of ( , on oath depose Ad state as follows: 1. 1 am an applicant for a building permit for the property located at Map a ; Parcel The address of the property is _c, 2. 1 have lD % 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 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 4. Within the last twelve months, from today's date, which is ..I have had a 16/o or greaterlegal or equitable interest in the following properties which have been ti the subject of a building permit application: ' Map/Parcel Address 141 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 D building permit applications for property in which I have a 1% or greater legal or equitable interest: 7. Within thismonth, 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 D building permits for property in which I have a. 1% legal or equitable interest. Signed underthe pains and penalties of p jury, this16day of�, 201t. 2001-nn5n/affin Ht]u The Hanover Insurance Company 1440 Lincoln Street,Worcester,MA 01653 anover Citizens Insurance Company of America 1645 West Grand River Avenue,Howell.MI 48843 Insurance Group,. Massachusetts Bay Insurance Company 1 440 Lincoln Street,Worcester,MA 01653 STREET PERMIT BOND Bond No. BLN9320216 KNOW ALL MEN BY THESE PRESENTS, that we, BAYBERRY BUILDING COMPANY INC of CENTERVILLE,MA 02632 as Principal, and © The Hanover Insurance Company (A New Hampshire Corporation) ❑Massachusetts Bay Insurance Company (A New Hampshire Corporation), as Surety, are held and firmly bound unto TOWN OF BARNSTABLE , as Obligee, in the penal sum of Five Thousand Dollars _ good.and lawful money-of the United States, for the payment of which sum well and truly to be made, we bind ourselves, and our heirs, executors,. administrators, jointly and severally, firmly by these presents. r WHEREAS the said Prin=ndobstruct plied-to-said Obligee for a license to o en occupy, cross b vehicle a certain ortion f a Dublic sidewalk berm curbing, street or way in said Town or City of H y a n Y,is Lot 6 89 Schoon Lane NOW, THEREFORE, TH LIGATION IS SUCH, That if Principal shall faithfully observe and honestly comply with the provisions•of all Laws or Ordinances of Obligee regulating the business for which license is issued, then this obligation shall"be,void; otherwise to be and remain in,full force and virtue.-; v', 4'_ PROVIDED, THE LIABILITY OF THE SURETY upon this bond shall be and remain in full force and effect for the full period of the license, and renewals thereof, issued to the principal above named, or until ten days after receipt by the Obligee of a written notice signed by such Surety, or its authorized agent, stating that the liability of such Surety is thereby terminated and canceled; and provided further, that nothing herein shall affect any rights or liabilities which shall have accrued under this bond prior to the date of such termination. Signed, sealed and dated the 6th day of October 2011 s � BAYB Y BUILDING COMPANY INC Principal rr By: (Seal) S'..... .n ® HANOVER INSURANCE COMPANY �.Dy gT i1P I MASSACHUSE AY INS. -RANCE COMPANY - °« 39{(+ By. f, h. JO CS E A, Attorney-in-Fact ` '7lr�rillfltl.11"'�, . Bond No.:BLN9320216 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire,and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan,do hereby constitute and appoint JOHN J MCSHERA of West Yarmouth,MA and each is a true and lawful Attorney(s)-in-fact to sign,execute,seal,acknowledge and deliver for, and on its behalf,and as its act and deed any place within the United States,or,if the following line be filled in,only within the area therein designated any and all bonds,recognizances,undertakings,contracts of indemnity or other writings obligatory in the nature thereof,as follows: Street Permit in the amount of$5,000.00 and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED,That the President or any Vice President,in conjunction with any Vice President,be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds, recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with power to attach thereto the seal of the Company. Any such writings so executed by such Attorneys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons."(Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14,1982-Massachusetts Bay Insurance Company;Adopted September 7,2001-Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by two Vice Presidents, day 6th o October 2011 / THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY OJ•�G.O. •��/.:��''%� CITIZENS INd` NCE PANY OF AMERICA Robert Thomas,Vice President THE i NWEALTH OF MASSACHUSETTS ) a Uice P COUNTY OF WORCESTER )ss. On day 6th of October 2011 before me came the above named Vice Presidents of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,to me personally known to be the individuals and officers described herein,and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively,and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. x Mew AIM GNKM "'�"'"�0"°� Barbara!,.Garlick, Notary.Public My Commission Expires November,3,2011 I,the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America,hereby certify that the above and foregoing is a full,true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED,That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto,granted and executed by the President or any Vice President in conjunction with any Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed,even though one or more of any such signatures thereon may be facsimile." (Adopted October 7, 1981-The Hanover Insurance Company;Adopted April 14,1982-Massachusetts Bay Insurance Company;Adopted September 7,2001-Citizens Insurance Company of America) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,day 6th of October 2011 . THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA Win n Margosian,Vice President { - i�'laaaachti�c'tt�- Deportment of Puwie 5 rtct�± Board d ot.Builtlin ! -�. 8�;�uiatiuu:ti;todS:tantJa�•ds ' �Constru1 .,Supervisor License Vcense:.'C-S Li 57770 s�: Restricted to 1G # R 4"x q�JACQUES N `MORINn;,;Y 1.597 FALM66 TKRU#t4r� • • CEN1"ERVILLE,IMA 02632 Expiration: 2/16/2012 Tr#.: 16331� �"''+�?E<.acw°,x++YiRrvlbw-+fi5++awf Y3t5n�:°'M"•�ttNNx'+19+^sivnN-'rr�n:N»w. •. . xi-.•.IF�hiM+'r.MWno.++rv4��e..n�.st,+kf,?Mvzab.+ Q F TOWN OF BARNSTABLE Building Department - Foundation Permit Date l Permit # Name T - H N Location sCY-coN �c2 � � oT � Insp. of Bldgs. � � � - '� � � r--- -�- � �IKETp TOWN OF BARNSTABLE , Building Application Ref: 200708183 BARNSTABLE, Issue Date: 01/24/08 Permit MASS. 94p i639• ,0�' Applicant: MORIN,JACQUES N. ArFO MAC s Permit Number: B 20080167 Proposed Use: DEVELOPABLE LAND Expiration Date: 07/23/08 Location 89 SCHOONER LANE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 273204009 Permit Fee$ 525.85 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num 057770 Est Construction Cost$ 128,256 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 3 BEDROOM SINGLE FAMILY DWELLING-VINEYARD THIS CARD MUST BE KEPT PQSJE,D UNTI FINAL STYLE(AFFORDABLE) INSPECTION H BEEN MADE. V1HERE CERTIFICATE NC I RED,SUCH Owner on Record: MORIN JACQUES N TRS BUILDIN •HA OT C P ED UNTIL A FINAL Address: BAYBERRY PLACE REALTY TRUST INSPECT O H B N�1. D . 300 BEARSES WAY HYANNIS, MA 02601 Application Entered by: PR Building Permit Iss d ry\7�. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,,ALLY O AIaY PA THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY P ITTED TH UTAING CODE,MUST BE APPROVED BY-THE JURISDICTION. STREET ORALLY,GRADES AS WELL AS DEPTH AND.LOCATION LIC SEA ER`MA ,,rF OBTAINED FROM.THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT.DOES NOT RELEA,, 'THE A AN ROM T ! C , DITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS: MINIMUM OF FOUR CALL INSPECTIONS RE t UJED FOR L CON\ TRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPE ED AT HE THROAT EVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTION 0 BE� �MP&TED IOR TO FRAME INSPECTION, 4.PRIOR TO COVERING STRUCTURAL EMBER (RE" DY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPA CY. WHERE APPLICABLE,SEPARATE PERMIT AR REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE P CTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND 11)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). z i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health I S11'59'02"W 105.50' TOqi Lot6 O cn Area=10,002± Sq. Ft. 00 0r 0.22± Acres to 42.0' OD JFL d10 �0 Cn CONC. FNDN. C HOUSE Iv T.O.F. 66.0 16.5' FF i1 \ N t,� O 4' N12'43'16"E SCHOONER LANE DCE #03-123 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 89 SCHOONER LANE HYANNIS, MA SCALE : 1" = 20' DATE : NOVEMBER 14, 2011 REFERENCE ASSESSOR'S MAP 273 PARCEL 204-003 PREPARED FOR: LOT 6 PB 610 PG 95&96 BAYBERRY BUILDING 1 HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE 'K GROUND AS SHOWN HEREON: CANIEE ten. off 508 62-asp, a +m soe 3e-esao `_� OJftLA N61 $down cope engineering, inc. w . CIVIL ENGINEERS LAND SURVEYORS DATE REG. 939 Main Street — YARMOU7NPORT, MASS. `I�{�1��RVEYOR TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application# d� � 112) Health Division Date Issued �L Conservation Division Application Fee Tax Collector Permit Feer e_J Treasurer zs Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Gi ©d k P Village Owner �'/�C 4>0 t=s h 0 2/Ju Address /s f 7 rd ek,he 1*4 Telephone co 7 S-- '$ Z- Z Permit Request b 'l ,S l j` w f CJ :rFd,J z it Square feet: 1st floor:existing proposed 1.2 2nd floor:existing proposed Total new / Zoning District F/ . 9//t2 Flood Plain Groundwater Overlay 46' P Project Valuation Z6 Construction Type D Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes Oo On Old King's Highway: ❑Yes 00 Basement Type: XFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new 'Z Half:existing new Number of Bedrooms: existing newer_ Total Room Count(not including baths):existing new_A First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes Xlo Fireplaces: Existing New Existing wood/coal stove: ❑Yes JOINo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Xnew size VZ x 7. Shed:❑existing ❑new size Other: RecordedwCD Commercial ❑Yes 90 Current Use e- 4+ ) d M Proposed Use q & I`-e � BUILDER INFORMATION _Name- B C 0 Telephone Number Address 912 C4 �L� T'i �, License# 7 Z- Home Improvement Contractor# Worker's Compensation# td C C S 08 ETC,/ p 6 7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Jrn1a o v fG' / C�j l� SIGNATURE DATE rZ- 2-/ e F y FOR OFFICIAL USE ONLY APPLICATION# 1 DATE ISSUED VAP/PARCEL NO. y. ADDRESS VILLAGE OWNER DATE OF INSPECTION: . k FOUNDATION FRAME INSULATION FIREPLACE ,t ,F ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL F GAS: ROUGH FINAL s FINAL BUILDING is DATE CLOSED OUT ASSOCIATION PLAN NO. ` k I t The Commonwealth of Massachusetts ' Department of Inditstrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass.govIdia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/individual): a(1fz i �• ��� �,� c,_.�c�.cCIA I -A Address: City/State/Zip: -1 L.�`1 �� CL Q)&&-),Phone #: YU 7'7j �.) AVI u an employer? Check the appropriate box: Type of project(required): 1. am a employer with C__� 4. ❑ I am a general contractor and 1 6. E New construction * by - employees(full and/or part-time). have hired the sub contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its officers have exercised their l0.❑ Electrical repairs or additions required.] 3.❑ 1 am a homeowner doing all work right of exemption per MGL I LM 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' 13.0 Other comp. insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this al'lidavit indicating they are doing all work and then hire outside contractors must submit a new atlidavit indicating such. +Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy ullorniation. I am an employer that is prov'ling workers'compensation insurance for my employees. Below is the policy and job site information. j — ) Insurance Company Name: t`a� � -rt- ?L Policy#or Self ins. Lic. #: LOcc—, 600 fRl/ '20P 7 Expiration Date: v 1 Job Site Address: )C'_Lee), City/State/Zip: t�✓ � 0�6��'G 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 y against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations o the IA for insurance coverage verification. I do hereby certif ni er the pains and pens 'e perjury that the information provided above is true and correct. e Signature: I A/� Date: Phone#: ) �, �•:J Official use only. Do not write in'this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: 08/27/2007 11:31 FAX 508 771 2116 Jacques Morin ; OFFICE TRAILER 021 1 V t 7WB MY08/E■cel 1:92 PM Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2:Release la Checked By/Date TITLE:BAYBERRY BLDRS, CITY:Barnstable STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 11/20/06 DATE.OF PLANS; 11/20/06 PROJECT-WORMATION: COMPANY INFORMATION: MAP INS.CO COMPLIANCE Passes Maximum UA=293 Your Homc=254 13.3%,Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1250 30.0 0.0 44., Wall 1: Wood frame, 16"o.c. 1380 13.0 0.0 101 Window 1: Wood Frame,Double.Pane 146 0.340 50.. Floor. 1:All-Wood Joist/Truss,Over Unconditioned Space 1250 19.0 0.0 59 Furnace 1:Forced Flot Air, 85 AFUE COMPLIANCE STATEMENT; The proposed building design dcscnbed here is consistent with the building plans, specifications,and other calculations submitted with the pennit application. The proposed building has been designed to meet the Massachusetts Energy Code requircrn=ts in MECcheck Version 3.2 Release I a. The heating load for building,and the cooling load if appropriate,has been determined using the applicable Standard Design diti ns.found in the Code. The HVAC equipment selected to heat or cool the buildingshall be n o greater than 125% the esign load as specified in Sections 780CMR 1310 and J4.4. .Builder/Designer— Date 121,12, 0'91 pege 38 U8/27/2U07 11:31 FAX 508 771 2116 Jacques Morin i OFFICE TRAILER 4 022 11�1)!OB WOO l entl I M PM f MECeheck Inspectioln Checklist Massachusetts :Energy Code MECcheck Software Version 3.2 Release 1a DATE: 11/20/06 TITLE:BAYBERRY BLDRS. Bldg. Dept. I Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Conunents: I Above-Grade Walls: [ ] I .1. Wall 1:Wood Frame, 1 G"o.e., R-13.0 cavity insulation I Comments: I Windows: [ ) I 1. Window 1: Wood Frame,Double Pane,U-factor:0.340 I For windows without labeled U-faclors,describe features: I #Panes Frame Type Thermal Break'?[ )Yes[ ]No Comments: I . Floors: ( ] I I. Floor 1:All-Wood JoisVrruss,Over Unconditioned Space,R-19.0 cavity insulation Comments: i Heating and Cooling Equipment: ( ) I 1. Furnace 1:Forced Hot Air,85 AFUE or higher I Make and Model Number I I Air leakage: Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ( ] I When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: I 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture I and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 I Us)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/fr? re I p ssute difference and shall be labeled. Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors_ I Materials Identification: [ ) I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed beating and cooling equipment and service water heating I equipment must be provided. ( ] I Insulation R-values,glazing U-values,and heating equipment efficiency must be clearly ivarked on I the building plans or specifications. I Page 37 uei27i2007 11:2 FAA 508 771 2116 Jacques Morin OFFICE TRAILER 12 023 11/77/oBr ' MYae EMce 1b2 AM Duct Insulation: ( ] I Ducts shall be insulated per Table J4.4.7.1. I Duct Construction; [ ] I All accessible jointsi seams,and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to txanspoit air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not pe rr fitted. ] I The HVAC system nisi provide a means for balancing air and water systems. ( Temperature Controls: [ ] f Therniostats are required for each separate HVAC system. A manual or automatic nu:ans to J partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 78OCNM 1310 and J4.4. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I I . Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 200K of the beating energy is from non•depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: ] I HVAC piping conveying fluids above 120 OF or chWed fluids below 55°F must be insulated to the levels in Table 2. Page 98 i v0i4fi4vur 11:Jz Ma Sue 771 2119 Jacques Morin + OFFICE TRAILER Q 024 I1l17106' MY00!@Gcei 1:52PM •� table 1: MilliPnmin Insulation Thieknessfor Cireulatiag Hot Water pipes. Insulation T1,ickness in Inches by Pipe Sizes Heated Water hLQ&-Circulating Runouts C ircula"nl*Mains and Runouts Temperature,(Q Up to 1„ U1110 ,25" 1.5"to 2.0" er 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0,5 0.5 0.5 lA Table 2 Millin7unt lnsulatioa T hicknra"s for HVAC pipes. Fluid Temp. Insulation�e s in Inches by Pipe Sizes Piping_S stein 1' pe, Ran Re F 2"Runouts 1"and Less 1.25" to 2" 2 5"M4" Ideating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1"0 1.0 1.5 2,0 Cooling Systems Chilled Water,Refiigcrant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1 A 1.0 1.5 1.5 NOTES TO FIELD(Building Departiazeut Use Only) Page 35 Jlie l/6!/7.97ZGiL[C'PCLGCfL C �:1"�T.LJJCiL'12-CWBLf:I � BOARD OF BUI LDING REGULATIONS� License: CONSTRUCTION SUPERVISOR Number: CS 057770 r Birthdate:02/16/1958 Expires: 02/16/2008 Tr.no: 18658 Restricted_: .1,G' JACQUES N MORIN 1597 FALMOUTH RD#4 (7� CENTERVILLE, MA 02632 Commissioner I ` ASSESSOR'S MAP 273 PARCEL 204-009 LEGEND NOT ALL SYMBOLS ARE UTILIZED. , ZONING SUMMARY O SEWER MANHOLE ZONING DISTRICT: RC-1 C FIRE HYDRANT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 125' _ �Do WATER GATE VALVE MIN. LOT WIDTH — S1 1°59'02 W Cf) (A CATCH BASIN MIN. FRONT SETBACK 30 105.50' � MIN. SIDE SETBACK O I 15' O0 cD c0 00 Cn -- PROPOSED CONTOUR SETBACK 15' cn MIN. REAR SE B CK Lot 6 0 o l 15 5� O� cc� CD Area=10,001 f Sq. Ft. W I y \ --cr- SIGN ZONING DISTRICT: PI - AHD Or I T"' MIN. LOT SIZE 10,000 S.F. 0.23E Acres TEST HOLE MIN. LOT FRONTAGE 50' 20' CUL DE SAC MIN. LOT WIDTH 65 12.5' I p CLEANOUT MIN. FRONT SETBACK 15' 0O MIN. SIDE SETBACK 10' DECK 22.s' �1 I 6 6 EXISTING CONTOUR MIN. REAR SETBACK 20' 00 TOP FND 66.4 P- ;;' 66.5 PROPOSED SPOT GRADE SITE IS .LOCATED WITHIN THE PROPOSED z GROUNDWATER PROTECTION OVERLAY & AP w W rr HOUSE APPROX. TREE LINE DISTRICT N i Q �/ � + 50.12 L,if I EXIST. SPOT GRADE FLOOD ZONE: C l/ir)eyard ; c� (FEMA FIRM PANEL## 250001 0005C) 9-19-85 65.9 Lil I _ PROPOSED LEACHING PIT REFERENCE: 11.8' INV. 6'X14' EFF. DIA. PITS W PB 610 PG 95&96 62.3 ICE / z, ��� S SEWER LINE RESIDENTIAL SITE PLAN O \ W WATER LINE 7.64' C� W N12'43'16 'E p G GAS LINE PREPARED FOR: E U.G. ELECTRIC E E E E E ANTIQUE STYE POST LIGHT BAYBERRY BUILDING S S S S o�, LOCATION : LOT 6 #89 SCHOONER LANE SCALE 1 20' DATE 1 2-18 -07 ' SIPHOONER L NE EL G Ass 041F10-7 SHEET 1 OF 2 o 1A/ TA/ \A/ \A! \A/ \A U') \A/ - " 440�9gFggASsq� �� SS foff ax 508 362-4541 bANIE p �A 9880 N 2 q��$ A. � �F �°� down cope engineering, inc. FS Cl VIL ENGINE-ERS Scale:1p= 20' ! �P.Fss\°� �'� I'L� LAND SURVE-KORS OJALA P.L. ATE 939 Moin Street - YARMOUTHPORT, MASS. 0 10 20 30 40 50 FEET JOB 03-123 03-123 PROF.DWG DAO i F 1 GENERAL NOTES. 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS THREADED CAP PLASTIC COVER APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING TO GRADE TO LAWN/MULCH CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE IN MULCH GRADE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ISLAND AT EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. HOUSE TYP. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS FINSHED GROUND SURFACE PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION. REGULATIONS. w AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD z Lj J SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 6" TO 4" REDUCER ' 0 ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, 0 0 BARNSTABLE HEALTH REGULATIONS, AND BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. z 8"X6" WYE INTO MAIN � 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA o 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK 6" SDR35 ELBOW M 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. 6"SDR35 PVC i AT 2% TO STUB 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT LOT LINE (TYP.) 9. SEWER PIPING 8"OSDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 WYES AND 6" STUBS AT 2% TO SEE TRENCH 4"SCH40 PVC AT 2% MIN. LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS DETAIL FROM LOT LINE TO HOUSE 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING WITH CLEANOUT OUTSIDE DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. FOUNDATION WALL SEE CLEANOUT DETAIL (24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) SEWER SERVICE LINES _ 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE: 13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS. 14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. 15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES. 16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO .BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. ��j 17. FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. _ RESIDENTIAL SITE PLAN 18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. SEWER LINES SHOULD BE 36 (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES PREPARED FOR: OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-1 6) LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION BAYBERRY BUILDING H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG VALVE BOX TO SLEEVE TO ALLOW MOVEMENT GRADE AT EA. END. LOCATION LOT 6 #89 SCHOONER LANE POURED CONCRETE DONUT 1 1.5 CU.FT.t C DATE : 12- 18-07 � �0NOF4fq ^^ NIEL SHEET 2 OF 2 o �` HOF4fq 4.0"OSCH40 PVC �' qs o� �� t off _ _ 4541 JALA S fox 508 362-9880 K o DAN o D6WVELA- 4"PVC AT 2% MIN. SERVICES j es O ° N �F° iL down cape engineering, Inc. CLEANOUT DETAIL .0o�E A �, �`-, Cl ENGINEERS LAND SURVEYORS H-20 FOR USE IN PAVED AREAS OJALA P.L. NAL 939 Main Street — YARMOOTHPORT, MASS. UTILIZE PLASTIC COVER IN LAWN AREAS JOBIII 03-123 03-123 PROF.DWG DAO SMOKE DETECTORS REVIEWED BARNSTA LE BUILDING DEPT. DATE ��� -r . . � _-- -- FIRE DEPARTMENT ` TE _ -- ± /, 674E VET BOTH SIGNATURES ARE REQUI A PER , s .sue ' - '• �= /es1�+�n.?.fable}Jf�t ki--- ---„'"' i _ , .I CARBON MONOXIDE ALARMS MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE • I w. , }t —' T t. . ' �"—' I �I 1� M SAs}s.. lip I. It _.. -- 1 ,—. a ,... ... SCALE:.J.� 'I ZJ;•� APPROVED BY: DATE: REVISED CRAWING NUMBER I . j CZI_tt7 d y.. v : s r i .,'...01 oc } 14 Nt � �o f p u P t n a�S a I VINYARl:� . .. a., : "'.. • SCALE 'I::�FF��'SS_�:_ APPROVED BY: ':DRAWN BY tj DATE: REVISED DRAWINGN MBER fie�.� I a � O e t i I I I I NI NCY i nu T -T 1 Z j ' I r Qf t 12,0 Iz% O I i I yc�rid- R n SCALE I/��!_„�,.(�;_ APPROVED,BV: DRAWN BY DATE: DRAWING NVMBER .�3 W5.:__ l _ i i I r If r I � if 1.St,�it� ��CX4.tltiL '�� i'• _6Z.tLtn._3-cs�tcc.�rr.�~ -- � r { I I ; ( , t f r t I, I t 1 1 I 4 i l t i I � 1 1 - �u5.�.'JSY;:N�I*fCtEYLS'.ti$ RE3.V1t'KLp... ..........:. DRAWN BY DATE: ___ DRAWING NUMBER _ _.. - --- ..--- .... !iz...561�trt•Ila.�i-ti�_:.2.�,io_:.Rnr•TettS----------_. 2t 9 GLC�i J5T5/ _ IK.35T(z/CnrEEvcE _4.. _ ,.. � O � , � � ._2.a4_.Siut75_r�_.R ia.11�5in„, !��: 5l�&.tT,R,c'><•K.i�. . .co 'NCO f f is b16L`=-7¢SSCUPS_FlcJ6RI i 1 � � it i � � � 3 � 'I ✓ I I , �t � � t '' � � � � • � � � � � � 1 BSI i I f• ! 7 I • i I , .e. �� � �:• �:, - .SCALE I� ��L� O APPROVEDBY: DRAWN BY _DATE .......- RA WING NU BER SMOKE DETECTOR :a` D BARNSTABLE BUILDING DEPT. DATE _� ---==_-�--==-_-- ---- FIRE DEPARTMENT _ DAT - _ BOTH SIGNATURES ARE REQUIRE _ M Rtn4�_yelr. T7 IJG _ _,._.. . t 2ASis�X'.-. 2z�51ccy I • . : II CARBON MONOXIDE ALARMS I MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE 7 bu 4 tS rt , n _:'T�k�t�F�xEtrrtlsuG cw� ........... , I I` flat 7 5 , r if7x :. ., .. ., SCALE.1�d,I -.i- -1 APPROVED BY: ,DRAWN BY ..DATE: • - - REVISED ' DRAWING NUMBER _...- --...... .01 Rz g ! i 9 fr z f 0 i 3 _ i ; rr 124 S .. . ! - 71 V INYAPZD r. 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CONG.FTC.W/}1/2"RD. 9'X9'•XI/4°PLATE WASHER •• -• ••; - o m -` 4: � D MAIN HOUSE SPACING 2X6 PT PLATE HEA .FOOTING FOOTING �DETAILS Iju111nnj1lpnjen111 III 1l11p11juln oil IiIi tjinnnu�jel Iljlnnnnljnpnjtll'n I1111116i"11411111i Hollflil a GARAGE SPACING e 1. 0 8" CONCRETE WALL 5,.10„ ._ _. 6,•0n .. .. 6'-0F .__ _. 6'-0„ ..3,•5�... .. 6,-0„ .. .. ,,.2„ .. ,-4 t9" I r °D•e °Q•e .°0•e . ,� - I� •° '•• .°•h n a, .a T"MIN. ° 4 O .... s �• a a, ♦ a, e � ° 0 � a, a a,•° .' a .' a .' . !a a °•!a °•!a °• _ �� Q 0•e'.°0•e•.°0•e . .0•�• •a °0•A 0•e d•° d•e dro•. p S .._. t •'0 _ ° •q t° �e,• •° a, :• ° .• '°, FOUNDATION WALL ° -. a0'° •0'° °0 w.0•e 'e•°d•e•°d•e 0•e 0•A 0•e 0 .......................... }' ° e '� ("-12 FROM END ° e 'a.�e '�. a '�. a 'a a .' •, ° T-Bn &...................... ........ ......... • .......... .. ¢ °•• OF PLATES •° •° T. 1 e0e'ad°! °D•e •e• °0•♦ 0•e 0•e•Fd•� -e'ad e!a i ullnunulunljllnll;eq�11111101�1/1�I10p10�11011111tllllt1 111 0•e' °0•a'.°0•e . •e . 0•n'.°0•e• • e .°d•e•.° ° ' .... -3-2XWEI' ...._ .. ..... ........� .��............. .. ... ........... �•-0n �••0" ° - e ° s�-o ------------- r'. .. +v.& •c'.,•.o" a °D•e . Dw ° ,NOTE .. ... .-_Q .. _...... - 12'-0" v .. . ........ ........ .. ..... .... ... ...... <... e .. .... . . ..... t 1 24-0 •••• -•"• •••-C• TYP.HANGERS FOUNDATION PLAN TYP, ANCHOR BOLT SPACING ~ TYP. 10"D AM.GONG.FILLED (L 2 xS P�T i o TUBE 4S"BELOW GRADE. mlb I CUSTOM CAP TYP.HANGERS 4 CUSTOM TOP RAIL rTYP.RIM TYP.2X6 PT SILL °2Xb PT TYP.RIM ' ......... SIDING ...................... i 2X2 BALUSTERS I TYP.HANGERS ,� : : 4"MAX.CLEAR Sm MT Q� SPACE BETWEEN. 2XIO'e m 16'O,C.-► r ICE a WATER BEHIND NAILER - .1�2X00'e m 16"O.G.-� ALUM W/FLASHING TOP OF NAILER z NAILING STRIP N IX DECKING E � CUSTOM TOP RAIL 3-2XS PT BEAM - THROUGH BOLT TO EACH POS 2XB'e m 16"O.C. WITH TWO 3/4"DIAM.BOLTS. GIRDER BELOW TYP.BLOCKING m 16"O.C. IX TRIM BRD, 11 111 tll 111 1�111 111 111 III III "I 111 III Ill III 111 111 11 Tri III 111#4 ill ill III ill Ill III III III III III In III •!.° y TYP.JOIST HANGERS c POST ANCHOR y Y ° 2X5 PT NAILER BOLTED J e!. W-3/4"LAG BOLTS 24"O.C. t' e 0.e! e.•e: e m k �--2XIO'e m 16"O.C. 0 0_ f 2XIO'e m 16"O.C. !O Qee! F�•♦�,� D e Intll ....___••------. _ -__ •V�a u .Q ♦ ° - GIRDER BELOW _ •. uwn1wn111Ill wIII w w m Intl •' ° I I ^�NANGm°s IL TYP. 10"DIAM.CONC.FILLED a�e• ° i u Q d 8 m TUBE 40"BELOW GRADE. 'o - 2X0 PT -s 4 • e e I �••-2XIO'e m I&"A.C.-.• m 16"O.C. L R FRAMING PLAN a•e 3-2XS'e PT FLOOR EXTERIOR DECK DETAILS BUILDER JOB ADDRESS DESIGN /f//� /� f �j �/' f� DATE REVISION DRAWN BY PAGE SCALE BAYBERRY BUILDING CO. VINEYARD RA m/m/w,jogs OH&DE 16ma01 o U II-05-09 r 1B •�oF$ 1/4"4-0" Jf3 D�slg�ns ONE CAR GARAGE T* Ef M PURONd.9 OF ORAWMGa 1-1116 PURCNAeER RHSPONSIaIP FOR CO*IPLIANCE WN4 ALL Ill ENACI 91TE AND RENFORGEt'I@1T OF ALL WA RVC.FOOTNGS !))ALL FOOTINGS SHALL EXTEND BELOW FROBTLINE•/m—DEPTH. ' ♦• LOCAL GIRDING LODES AND ORDMANLEe,JB pEOGNe MAT NpT as HELD REBPONBIpLB MUST 0E DEIEAMINED BY W—BOIL pOND.'I AND--1AaLE 10 VERIFY eTRNLTIi ELLWID FOR DE6K.N•61IE P.O.DOX IM ZFOR B 0 L .ONe OR FOR THE Us.OF's""'DRAWpl06 D .o CONSTRUC N. PRA—M OF CONBIRNLCION.VERRT'.DEBGN WITH LOCAL ENGINEER. WIT.LOCAL E.W XJ aaaT ZARN°TA"/yL OWpp 0 81 494-�J • RIDGE VENT - 2Xi2 RIDGE 2XIO RAFTERS 9 16"O.G. ASPHALT ROOFING ASPHALT ROOFING 1/2"PLY.SHEATHING I9 15»ASPHALT PAPER IS-ASPHALT PAPER - 15»ASPHALT PAPER TYp,No®RACl a ASPHALT SHINGLES ............. 1/2"SHEATHING ............. 1/2"SHEATHING V MP.H2.5A TIES MP.H2.15A TIES DRIP EDGE DRIP EDGE 2XIOe ,J,m 6 O,C. - _ 5"GUTTER B"GUTTER R30 INSUL. ® - IX3 STRAPPING 5/8"F.G.WALLBOARD IX8 FACIA IXS FACIA 5/S"F.G.WALLBOARD ;a+ IX SOFFIT IX SOFFIT -- 2X4'e o ib"O.G, - RIDGE VENT 2-1/4"VENT 2.1/4"VENT GARAGE RI3 INSULATION 90 2XI2 RIDGE 1-3/4"BED MLDG, 1-3/4"BED MLDG, 1/2"PLY,SHEATHING TYVEK WRAP OR EQUAL NOTCH FRIEZE NOTCH FRIEZE TO RECEIVE SIDING. TO RECEIVE SIDING. 4"GONG.SLAB SIDING -- - 2XIO RAFTERS o 16"O.G. - 1/2"PLY,SHEATHING . 15»ASPHALT PAPER ASPHALT SHINGLES - SIDING TYVEK OR EQUAL in"SHEATHING CROSS SECTION (A) - - R301NSUL. a ® EAv EAY IX3 STRAPPING eg EAYE DETAILS "i EAVE DETAILS 1/2"WALLBOARD In"WALLBOARD 3 BEDROOM»3 2X4'e m 16"O,G. R RIB INSULATION SHINGLE STARTER BEDROOM 02 1/2"PLY.SHEATHING I LEAD FLASHING COARSE TYVEK WRAP OR EQUALI' 3/4"T/G PLY, 91DING IX2 AZEK .! ° 2X6 P.T.SILL NAILED a GLUED. - CUT m le a SILL SEALER -� IXS BRD. '°°•A OPTIONAL 2-»5 ROD \ - -- �-RI9 INSUL, 2XI0'e a 16"O.C. TOP RING 2"CLEAR� o,!° i"! 5/8"XI2"ANCHOR a BOLTS. Q BASEMENT m • •m d•e . e Oa 4"CONIC.SLAB 1a" — SILL BILL DETAILS f WATER TABLE DETAILS k1 CROSS SECTION (C) RIDGE VENT 2X12 RIDGE 2XS RAFTERS o 16"O.C. D ,l OQ'f 1/2"PLY.SHEATHING a o 150 ASPHALT PAPER A� .cm U• 4 O Q 0 ASPHALT SHINGLES ,: 2X10 RAFTERS m 16"O.G, 0 0• (� 2XIOs C.J.m 16 O.C. 1/2"PLY.SHEATHING ° -- -- 15»ASPHALT PAPER h+� p` °'. °" m m .3 �--2XI0'e m 16"O.G. R30 INSUL ASPHALT SHINGLES IX3 STRAPPING Ao 1/2"WALLBOARD .m a •••3 2X12'e - -? m 2X12 RIDGE ® 1/2"WALLBOARD �, 2Xi2 RIDGE ?' 2X4'e o 16' O.G. LIVING DINING RIB INSULATION .W .,mg 1/2"PLY,SHEATHING TYVEK WRAP OR EQUAL liei O O SIDING B ° .. DORMER 4. 3/4"T/G PLY, EXTERIOR - e .�..° U' J�m I OG' 2XI0'a m,m -n - NAILED t GLUED. DECK �� O e� Q a o I6"O.G.—a•• I9 INSUL t' 3-2X12'0 GIRDER 3-1/2"CONC.PILLED - I BP 38 Q LOLLY COLUMN. BASEMENT I. u 9 2XI2'e O 4"CONC.SLAB .� -- - MAY.. •O.G. \ ' . ROOF FRAMING PLAN CROSS SECTION (B) TYP.2X6'e BUILDER JOB ADDRESS DE�iwN d p p�� J/("-�/J Q /' n Jl/� /�� � REY�18�0w DRAWN BY PAGE � J� 1,c7ns- BAYBERRY BUILDING CO, VINEYARD RANCH WWI �}(!/ J)3 ONE CAR GARAGE � lD PLV2GNA80 OP DRAW OB LEA'E9 PURCN40ER RE9ppNE B 0 FOR(ANPLfANLE"9TN ALL 11 HXAOT 8Gfl AND Rflm PORCflP @NT OR GL CONCRE fl FOOTS 08 l9J ALL POOTING9 9NA6L HMEND BELOW FROOTLP V flmiFY DEPTH. LOCAL WJ"CODES AND ORDmJANCS9.JB DES'.SNO 4iAY NOT BH NHLD RESPONSIBLE Fm)9T BE D 11,1N BY LOCAL BOIL CONDRION9 AND ACCEPTABLE -VHRPY eTRECTLRAL HLEMHNIB POR DESIGN 1 8R8 l°A.HOJf ffi8 (�g f 4 XFOR 9R"-CONDITIONS OR•OR THE H9fl OF iNfleH DRAWg108 p;Ry.O CONSTRUCTION. PRACTICES OF OONSTRlCTtON,VSApY DflSK+N LLNM LOCAL EHOITS�R. 4"RH LOCAL BNO:NEER AND 9U:LOmtO OFPiG1AL9. HEDT BAAVST.mL'ILp/qrL pApOg F• EXTEND HEADER \ - - .• TO ICING STUD o a 0 00 0 9XT NAIL TO Li '. PLA TE P ER TO H WITH WEA VER NAIL SCHEDULE TWO ROWS OF I6d L 8CH 8d COMMON �•';`.::`. NAILS AT 3"O,C, AT 3"O.G. "'• 3.-4. 6•$. 3'41" 2'-IOW 3'-1019" 2'•6" SHEAR SHEAR SHEAR SHEAR SHEAR SHEAR SHEAR 814EAR - WALL WALL 24--0" WALL WALL WALL 99'-OP WALL WALL WALL 2 S/S"ANCHOR BOLTS WITH •....•—•-) I-•—•-----�•--•—•-� 3"53"PLATE WASHERS rWALL LENGTH° ,WALL LENGTH-�$�24' FULL HEIGHT SHEATHING 12:4FULL WEIGHT BHEATHINC.- SH EAR A R WALL SHEATHING•—%A_% •ACTUAL BHEATHING•_Zj_% :'•:•.8HEAR.:•` ;, r:;..:;:r�.. .'rl`,':..i';.` t';.'.';.: i (Min.Requir®d_jft_-%) I I (Min,R®quired L4 %) RATIO 2.00 RATIO• . FRONT ELEVATION •,. , ' . �� �.'�.'•.`I00% ,r.'•.�.•r�.;•.`�.`.�.`.'".`,�.�.`�.`.`�.°.'�.`.'�.'•:�.`. IEDGE ILING•�_O.C• I EDGE NAILING•�_O.G. I °•`�,e• a NA I "O.G. •FIELD NAILING= M" O.C, •O' '•° ' _ 'FIELP NAIL NG•J2.,- o ',• o �• o '.' o - •e•.40•e d•e .°d•a 40•e d•e . °d•e .°0•e•.°d•e•.°d• 30'-0" rWALL LENGTH° 30' ^•—-, GARAGE OPENING DETAILS I FULL HEIGHT SHEATHING.30' I SHEAR LJALL •ACTUAL SHEATHING. 100% I (Min.Required_$O--o) i RATIO•.�00 LEFT ELEVATION EDGE NAILING•..(z:O,G, ' PIELD NAILING•JZ_O.C, 1 1 � Li .10 % 0 A.'.`BHE R•• "WALL S•S° 5�. Ij - 12'-O• 31•�. S-6u 3•-4•-. rWALL LENGTH°_� - -, SHEAR WALL 22--0" SHEAR WALL $HEAR WALL &2,-0" 814EAR WALL SHEAR WALL - FULL HEIGHT SHEATHING•i4'-a"I rWALL LENGTH• k2 -- !ACTUAL Required-ju—%) SHEAR WALL - i 'i SHEAR WALL - FULL HEIGHT SHEATHING"24.i0' IRAT10-2,00 I ACTUAL SHEATHING..}2•% EDGE NAILING•. =0•G. I RIGHT ELEVATION (MIn.Required_W-%) FIELD NAILINGeJ2=0•C. I IRATIO-� REAR ELEVATION L._._•_•_._-_•J (EDGE NAILING._Lz'O.C. L . PIE o NAILING•JLO.C, ..—•---._._-.. T BUILD JOB ADDRESS DESIGN /(�/(p/JJ(�J(p�/(/U(pJJQ /p�j/J {'`�/JIj �\V(/J (C,/�� �J/ DATE REVISION PRAWN BY JIBP AGE SCALE 9 —€ BAYBERRY BUILDING CO. VINEYARD RANCH 1I-0$-0 — •�oF� ua°.fo" ONE CAR GARAGE U)PURDHABB OP DRAWINDB LEAVES PURCHASER RES �r ^ r��_C!:"""r FONBiBL@ POR COMPUANC@ W7TH ALL (L E%ACT BU;@ AND R@MPORC@MSM OP ALL CON.,RET@ rOOTMGS (0)ALL FOOTINGS SHALL®CTBND BELOW FROBTI.INH vERIPY DEPTH. ��s�•�011111gis`III LOCAL D'J0.DMG DOA@B AND ORDINANC60,.AB D@S!6d0 HAY NOT BE 61 RNP01.600 MUST 80 DEMRHINED BY LOCAL BOIL CONDIfiONB AND ACG@PTAD:E (4)V@RMY bTRUG%U @L@M@NTB FOR D@BWN.866 P.O.-as Z FOR BIR CONDTTWNB OR FOR nl@ UBE OP TPESE DRAWWOS DURMO CONSTRUCTION, PRACT4W OP C4NBTRUCTION•VMR DESIGN WITH LOCAL @NOINE@R. 48TH LOCAL @NGM@@R AND BUILDING OFP(CIALS. UQ9reL410"o 1 AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS II0 MPH WIND ZONE 12 CHECK MASSACHUSETTS CHECKLIST FOR COMPLIANCE(100 CMR 5301.2,1.1) COMPLIANCE WIND ZONE WIND SPEW 0-65C.,GUI............................................... ............................110 MPH WIND EXPOSURE.CATEGORY................................................................................a v L2 AppucASILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS 0 IN 12 SLOPE SHALL BE CONSIDERED A STORY) 9 STORIES;20TORIEB COMER OF wumems,OF JOINT DESCRIPTION COMMON SPACING N 2) .................................... NAILS BOX NAILS ROOF P'Yc ..........................(PIG UMBER -Al MEAN ROOF ..........................(PIG 2) .................................... BUILDING WIDTH,W..................................(PIG 3)...._.................................W WPT 4 0& ROOF FRAMING ISULI=o LENGTH,L (Flo�I)......................................kZ FT(SO' MOCKING TO RAPTE146 tTO%-44t=) 2-ed EACH END BUILDING ASPECT (FIG,4)..................................... V RIM BOARD TO RAPTOR e9NV44kL9DJ V60 "ted EACH ENO NOMINAL HEIGHT OF TALLEST OPENINd............... (PIG 4)..................................... <6 WALL FRAMING 4-16d 0.-,T6a AT JOINT$ GENERAL STUD To STUD(FAO NAILED) 2-16d 2 16d 24"O.O.1.3 FRAMING CONNECTIONS READER TO HEADER!PAGE-NAILED)COMPLIANCE WITH FRAMING CONNECTIONS—- (TABLE Zk............................................ TOP PLATE AT INTERSECTIONS MACS-NAILM)i 2.1 FOUNDATION Typ�FIELD NAIL 6PACING 16a .1 O.C.ALONG ROOM ad Ccom i 61,0.0 FLOOR FRAMING FOUNDATION WALLS MEETING RIE,21JIREMEN'Te OF 190 CMR 0404.1 CONCRETE ........ ............................................. N Jc`16T To OU,TOP PLATS OR GIRDER CTOII•NAILRD) 4-Od 4.tod PER JO($T CONCRETE ................. N/A Typ.1/161 • BLOCKING TO AC.ST(YDE�NATLW) "d RAC44 END ................................... % TZ.1116'. A K I'U" TZ..11RUCTUIR I MCC iNG 14)WILL OR TOP PLATS(T6944AILW) .1•wd 446d EACH MOCK 2.2 ANCHORAGE TO FOUNDATION 7 x� Jo 1.121:1069 STRIP TO SEAM OR 0114VM!FACE-NAILED) 3-" A.Iad EACH JOIST JOIST ON LEDGER TO SUM aOR-NALM) 2'ad 3,40d CANCHOR SOLT$IMBEDDED OR 0/8'PROPRIETARY MECHANICAL.ANCHOR$AS AN ALTERNATIvS IN CONCRETE ONLY PER JCUaT .... IS IN SAND JO%T TO JOIST(ENO-NAILED) 21-16d A1,16d BOLT SPACING-GENERAL..........................(TAME A)......................... V PER JOIST ISANDJ.0,167 TO 4NLI.OR,TOP PLATE(109-MAILED) 2-*d 3-16d PER J016T BOLT 6PAC NO FROM ENO/JOIN,OF PLATE.........(FIG D)...................................A, NI 1, DOLT EMBEDMENT-CONCRI17E....I................(m B)I....................................�` .1111.1,;Iv, ROOF SHEATHING BOLT EMBEDMENT-MAOONRY......................(PIG D).................................—IN,>15' TYP.EDGE NAIL P N WOOD STRUCTURAL PANELS PLATE WASHER...................................(FIG 0)......................................>3'X3'XI/4' 4 N, (ad COMMON 0 O.C.) • RAPIERS OR TRUa6Q6 SPACED UP TO 16-O.C. ad ;Od 6"EDGE f*I I'mo 311 FLOORS RAPTURE OR TRUSSES SPACED OVER 16"O.G. ad *d 4*EDGE 4"FIELD GAME ENIPWALL RAKE OR RAKE TRUSS SO Iod 61 EDGE 61 FIELD FLOOR FRAMING MEMBER$PAM CHECKED............(PER 180 CMR bSOO).............................. RAFTER CONNECTIONS U#TH NO GAME!OVERHANG MAXIMUM q NON- ING P.AZO TIE GAME SINDWALL RAKE OR RAKE TRUSS SO FULLM m FLOOR OPENING DIMENSION.................(FIG 6)....I........I....................... LOA P�HORIZONTAL DOUBLE 10.1 61 EDGE i&I PuLD HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6)............................. OBEAR NAIL EDGE(STAGGERED NAIL U#6TRUCTURAL OUIL-OOKM28 MAXIMUM FLOOR JOIST 600ACK6 STUD HEIGHT LIFT PATTERN"COMMON.Lg O.C. GAME ENOWALL RAKE OR RAKE TRU" 0.1 Iod 4*W139/4"FIELD SUPPORTING LOADOMARING WALLS OR SHEARWALL (PIG V....................................._FT(d MIA mi WILOOK"T MOCKS MAXIMUM CANY111VORED FLOOR IO*T MAX.WALL OADBEARING crcioNg.5HEATHIN a PORTING 40AOBEARING WALLS OR 014FARWALL (PIG 01....................................._FT<d N/A HSONT 20, IS'WOOD STRUCTURAL STUD HEIGHT FLOORP RACING AT SNOWALLS.._..................(F4 w ...... ......................................... Z", I - I v EDGE 1 10,FIELD B •RACING 7,y.ICAL PANIS.SHEATHING GYPSUM,WALLBOARD B0 COOLERS FLOOR SHEATHING TYPE..............................(PER(PER 180 CMIR btt,00)........................... oil MAX,WALL WALL SHEATHING FLOOR WEATNiNG THICKNESS.........................(PER 190 CMR 55.00)......I................... • ;7TYP,VERTICAL EDGE NAIL HEIGHT V WOOD STRUCTURAL PANELS aWMAT14ING PASTENIWG........................(TABLE 2)A__4d NAILS At 0 N EDGE/FLOOR IN PIRLD SPACING(ad COMMON STUDS SPACED UP TO 24'0.0, ad tod 6"EDGEa V2'AND 2b/.52"FPSBRODARD PAWLS ad 3'EDGE 1 6'FIELD 4.)WALLIS 3/2'dYPSUM"LLSOARD ad COOLERS Y EDGE,to'FIELD WALL HEIGHT LOADSUARING WALLS.............................(FIG tO AND TABLE 5)........................O_PIT 4 NON-LOADESARING (FIG I Al.TABLE.)....................... R FT<20' v P.FIELD NAIL SPACING FLOOR SHEATHING ------- WALL STUD SPACING SPACING.,_...._. (PIG 10 ANOTABLIE 5)................... 106 IN(24"04: Of COMMON O.C. WOOD STRUCTURAL PANELS • 11 OR LESS ad t0a 61 EDGE/W FIELD WALL STORY OFFSETS...... .........................MIS 1 4 0)......... ........................._PT(CI N/A • I GREATER THAN V 10.4 tod 61 EDGE 1 6'FIELD .. .... ..... 4.2 EXTERIOR WALLS' WAWL STUD$ . GENERAL NAILING SCHEDULE LOADBEARING WALLS.............................eTAMIS D)....... PT.,0_114 NON-LOADOZARI"WALLS.........................(TABLE D)....... LATERAL CABLE END WALL BRACING (FIG 101.............................................. #.t FULL HEIGHT ENOWALL STUDS. WSP Altn FLOOR LENGTH.. .................. IT I W13 NIA OT>Q.W GYPSUM CEILING LENGTH(IF 1:�P NOT USED)_...._.,(RIG ........................ NIA AND 2X4 CONTINUOUS LATERAL BRACE-b FT,O.C.(PIC,111.............................................. _N10- SPACINO MIN,MT14 2X4 BLOCKING-4 FT,SPACING OR IX3 CEILING PURRING STRIPS-IS IN*IN END..._......,, DOUBLE TOP PLATE OR TRUSS MAYS.............................................................................. 4 24-0, MAX, DOU13LE JOISPTPLAII! 6.4,STUD ACING 1,4 1 7A O.G.MAX, IG*AND TABLE 6)...........................7:!If STUD SPACING SPLICE LENGTH.................................(FIG OPLIOM CONNECTION(NO,OFW,400MMO)4,NAiLel) (rABLE6).................................... LOADSEARING WALL CONNECTIONS .,A.. 6,; 6. LATERAL(NO.OF ISO COMMON NAILS)............(TAISLM 1)........................................ A I... 'NON-LOADSEARING WALL CONNECTIONS LATERAL(NO.OF t6d COMMON NAILS)............(rAMS 8)....................................... DOUBLE HEADER LOAD SEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE To TABLE W HEADER SPANS.................................CIAMS W..............................APT 0 IN,<II* BILL PLATE ......tTAMS W..............................S_JFT Q IN,<11'F T;;�;;:.......* FULL HEIGHT STUDS ..............FABLE 91...................................... MAXIMUM WALL STUD HEIGHT �STUD SPAr-ING FULL NON-LOADSEARING WALL OPENINGS(RECORD LARGEST OPENING BUY CHECK ALL OPENINGS FOR COMPLIANCE TOTAVLIE WEIGHT HEAER SPANe..................................(TABLE W..............................S-FT-4-JNI(u,—I RAF-TER CONNECTION AND WALL SHEATHING STUD) WILL PLATE!SPANS (TABLE 10...............................%._-T A IN.<W FULL HE44 (TABLE W.,......, -7y7- MINIMUM RE12UIRLIMEWO AT EACH END OF HEADER1 MOLE JACK STUD—,/ EXTERIOR WALL 76LBA NO To RESIST UPLIFT AND SHEAR 6IMUI.TANWUSLw...... MINIMUM BUILDING TELIMENSION f W HEADER SPAN HEADER NUMBER OF UPLIFT LATERAL WINDOW SILL PLATE,,,. 117, SIZE FULL-HEIGHT (La.) (La.) NOMINAL Wor.14T OF TALLEST OPENING�........................................................V-O'k 6.8. STUI SHEATHING Typo................................(NOTE 4).......................................14L EDGE NAIL SPACING.............................(TABLE 10 OR NOTE 4 IF LESS).................. IN 2' 2.2XI 1 2111 132 .. ... .......... FIELD MAIL$PAC NO.............................(TABLE 10) -.............................. ...:_—N. SEE PAGE 4 OF 5 3. 2-2X4 2 4�Wp IS95 SHEAR CONNECTION(NO,OF loci COMMON NAILS) (TABLE 0)....................................... 41 2-a?j4 2 B54 264 ...................I.... " m 9%ADDITIONAL SHEATHING FOR WALL WITH OPENING>Val c cursiN coNcEPT$l................=.." PERCENT BULL-HEIGHT SHEATWI..................(TABLE 10) 2-2X4 3 bw 332 MAXIMUM BUILDING DIMENSION,(L) NOMINAL HEIGHT OF TALLEST OPENING ...................................................... <SV 2-2X6 B all 3% w..........I.... ............. IN . SHEATHING TYPIL...............................(NOTE 4).......... ......................... 4— 2-2X8 3 SIO A62 q 4 4 4 EDGE NAIL SPACING.............................(TAME 11 OR NOTE 4 IF LESS)....................—IN,— 2.2XI2 3 IV$ S26 FIELD NAIL SPACING.............................(TABLE 11).......................................—IN. 170 s.2X; I 11,174 . . 4, ,.I 1 1.11 1IgA $14EAR CONNECTION(NO.OF fact COMMON NAILS 1 (TABLE 11)..............................I........ SEE PAGE 4 Of!B 0.. .4 ,. '.., 41.- .- I.: PERCENT FULLHSGHT SHEATHING (TABLE 11).................... ................ '30 . 1138D % . it.. A,, 0, A-e 5,4 0%ADDITIONAL SHEATHING FOR WALL WITH OPENING)6'8"(DESIGN CONCEPTS)................... 4.2XIO 1 4 1 1,524 '12r • TYP.ANCHOR BOLTS AND WALL CLADDING NIA 3X3XIM"PLATE WASHER,t RATED FOR WIND eq-15ED1..................................... ..................................I...... 4. , A%. 4, A.. A TABLE S. WALL OPENINGS - HEADERS 5.1 ROOFS ,t. 4 •'4.4 ROOF FRAMING MEMBER$PANS CHROKED7(FOR RAFTERS USE AWC SPAN TOOL,SEE IBSRS WMISSITE) IN LOADBEARING LUALLS ROOF OVERHANG__.............................(FIGURE 19)....... ......1ULPT<SMALLER OF TRUSS OR RAPER CONNECTIONS AT LOADDRARING WALLS Z OR Lf� NOTES, ;$MEF PROPRIETARY CONNECTORS PeOUIRIEMENT&OF 180 CMR 03012,1,1 ITEM I.IF THE CHECKLIST I It ITS ENTIRETY THPISITHE FOLLOWING METAL STRAPS UPLIFT......................................(TABLE 12).....................................IJ.____PI.P.NIA_ 1, THIS CNEKL*T SHALL Be MOT IN ITS ENTIRETY,EXCLUDING THE$PrCi FC,EXCEPTION NOTED IN 2,TO COMPLY WITH T14B • A • 0 LATeRAj_................................. .....................................L-----PLP NIA Alt,HOLD DOWNS ARE NOT REQUIRED PER THE WPCM 10 MPH GUIDE, SHEAR.......................................(TABLE 12).....................................e.____P Lic NIA A.aTM STRAPS PER FIGURE 5 RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE QI,1.......... ........T.____PLF 15,20 GAGESTRAPS PER FIGURE 11 GABLE RAKE OUTLOOKER............................(FIGURE 20).............. . PT(SMALLER CP2'ORLn V C,UPLIFT STRAPS PER FIGURE 14 TRUSS OR RAPIER CONNECTIONS AT NON-LOADMARINO WALLIS 0,ALL STRAPS PER FIGURE 11 PROPRIETARY CONNECTORS I.,CORNER STUD HOLD DOWNS PER FIGURE ISA AND FIGURE Ibb UPLIFT..............I.........................(TABLE 14)....................................U. L . N/A 2, EXCEPTION,OPENING HEIGHT OF UP TO 8'Pt.SHALL BE PERMITTED WHEN 5%IS ADDED TO THE PERCENT rULL44RIGHT SHEATHING LATERAL(NC,OF*41 COMMON NAILS)...__.....(TAME 14)....................................:L.___LS. U/6 REQUIREMENTS SHIOUN IN TAMPO TO AND It, STUDS AND HEADERS ROOF SHEATHING,TYPE..............................(PER 180 CMR 59.00 AND B9.00)............. S. THE BOTTOM MIL PLANE IN EXTERIOR WALLS 814ALL BE A MINIMUM 2'N�NOMINAL THICKNESS PRESSURE TREATED-2-6RA08- ROOF SHEATHING THICKNESS...............................................................La-IN, 4 A.FROM TABLE to A14P It AND LOCATION 01 WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULL-HEIGHT ROOF SHEATHING FASTENING..........................aASLIE 2)............................................. SHEATHING AND MAIL SPACING REQUIREMENTS. AROUND WALL OPENINGS T ---------- DATE SLY"" N 2mar=s CaLE MAYBERRY SUILDING CO. VINEYARD RANCH fl-05-01a JB C>es CA R'AR GARAGE fl)PUR=:!OPAWITOO LEAVES�CRAOR CO"KII ITNAL, (2)ExACT a,=AND OP ALL=Nc.Va PWfK*6 (b)A" 6"L NXTE`4'ag"C'_06"'No VM`�Off�W'LaYT L R;- '40 CODES AND PROINAT49T.10 Wjk,My Wy Mg HELD pZWO4,61SLa MUST ea Orr"Hwoo BY LOCAL W11.CONDITION$AND ACCbprA01, (A)VERIFY STNUCTIMAL E"14NM POIR M-614 I 6:28 )j 09VO-1 494-9"4 bI '0'. NEI t 0 POR wre Coto" OR ICR'ke USE 011 DRAWN*6 ,,jN4 00.0TRU."ION. PRAOT406 OP CON6TRUCTION,VM*y ONION MTN LOCAL MWNTI WITH LOCAL SNONOM AND IWILDINd OPPICIA". ASSESSOR'S MAP 273 PARCEL 304-009 LEGE �D NOT ALL SYMBOLS ` ��j ARE UTILIZED. ZONING SUMMARY Q SEWER MANHOLE ZONING DISTRICT: RC-1 W FIRE HYDRANT tiYo MIN. LOT -SIZE 43>560 S.F. MIN LOT FRONTAGE 125' S11'59'02'.W 4& WATER GATE VALVE. MIN. :LOT WIDTH — 10 0' O CATCH BASIN MIN. FRONT SETBACK 30' cn Lox (0 � MIN. SIDE SETBACK 15' cJ� 0 9 ' PROPOSED CONTOUR MIN. REAR SETBACK 15' 0 Are®=10,001 f Sq. Ft. ' °° ( SIGN ZONING DISTRICT: PI, — AHD Or F— �, ✓ 0.23f Acres ,f # lk 0 TH.IMIN. LOT SIZE 10,000 S.F. TEST HOLE MIN. LOT FRONTAGE 50 (20, CUL DE SAC) I ® MIN. LOT WIDTH 65' {J fy CLEANOUT MIN. FRONT SETBACK 15' - MIN. SIDE SETBACK 10' ® EXISTING CONTOUR 00 o r ,, a MIN. REAR SETBACK 20 x, oo z .4' 1 # z PROPOSED SPOT GRADE SITE IS LOCATED WITHIN THE TF 6 6.8 �;.. - GROUNDWATER PROTECTION OVERLAY & AP m f .4 APPROX. TREE LINE DISTRICT 0.`L t EXIST. SPOT GRADE FLOOD ZONE: C IN (FEMA FIRM PANEL# 250001 OQOSC) 9-19-85 f� 62 .3 ' PROPOSED LEACHING PIT. 17.7' - 6'X 14' EFF. DIA. PITS REFERENCE. f ' yr PB 610 PG 95&96 f ,,- f I y SEWER LINE F c ' LAN I - W WATER LINE 107.64' 4, N12.43,;6„ f E GAS LINE I , l PREPARED FOR: — — ELECTRIC — g - -- — ANTIQUE STYE POS LIGHT BAYBERRY BUILDING S — LOCATION " LOT 6 #89 SCHOONER LANE ON # SCALE 1 20' DATE 10-5-11 tK LN SHEET 1 OF 2 t [ { ,4 � can of 508-362-4541 6' fax 508 362-9880 NM um 40980 g . down cape engineering, in c RAL 1 s �� Scale.l" 20' .�„ ` t" ciUrL ENc�NEERs � . - "� f ,T f LAND SURVEYORS 1 DANIEL A. OJALA P.L.S. P.E. DATE 939 Main Street — YARAMfOUTHPORT, MASS 0 10 20 30 40 SD FEET JOB # 03-123 03=-1 23 PROF.DWG DAO � n� GENERAL NOTES: i. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS PLASTIC COVER APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING THREADED CAP TO LAWN/MULCH CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE TO GRADE GRADE b (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR IIN SLAND CAT EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS ! FINSHED GROUND SURFACE HOUSE TYP. PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS AND/OR THE MASSACHUS TiS DEPARTMENT OF PUBLIC WORKS STANDARD z C� SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. I J Lu > i ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, 6" TO 4" REDUCER BARNSTABLE HEALTH REGULATIONS, AND o BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. _z 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. "X6" WYE INTO MAINS. DATA 0 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK 6" SDR35 ELBOW 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. r 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY 1 1 KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. b"SDR35 PVC 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT 2% TO STUBS. 9. SEWER PIPING 8"OSDR35 MAIN SET AT 0.005 F-1/FT WITH 8X6 WYES AND 6" STUBS AT 2% TO SEE TRENCH AT LOT LINE (TYP.) LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS DETAIL 4"SCH40 PVC AT 2% MIN. FROM LOT LINE TO HOUSE 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING WITH CLEANOUT OUTSIDE DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. FOUNDATION WALL (TYP.) SEE CLEANOU T DETAIL (24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. SEWER SERVICE LINES 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE: 13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS. i4. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. 15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES. 16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 17. FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. � ►\7���� i8. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. SEWER LINES SHOULD BE 36" (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES PREPARED FOR OF THE CROSSING. (REF_ BARN. SEWER REGS, TITLE 5, AND TR-16) LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION A EY 'AB V ILDHl N G H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG VALVE BOX TO SLEEVE TO ALLOW MOVEMENT GRADE AT EA. END. LO CATION _ LOT 6 #89 SCHOONER LANE U POURED CONCRETE DONUT 1.5 CU.FT.t DATE : 10-5-1 1 SHEET 2 OF 2 41 4.0"OSCH40 PVC DANIEL � DANI LA, 'u ��`,� off 508-362-4541 0 fax 508 362-45 1 c��AA No aA98tJ tvC, 88c�2 4"PVC AT 2% MIN. SERVICES "'o j x do r✓n cape engineer in g, inc. { CLEAN 0U T DETAIL r� � v H ' / Cl ENGINEERS H-20 FOR USE IN PAVED AREAS t'� 57/11 LAND SUR1✓EYORS UTILIZE PLASTIC COVER IN LAWN AREAS DANIEL A. OJALA P:i_.S. P.E. DATE 939 Main Street - YARMOUTHPORT, MASS. J08 # 03-123 03-123 PROF.DWG DAO t