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1035 MAIN STREET (COTUIT)
Dj6� i II a { i Town of Barnstable • • .�`� .. n:., .°s.<�.s.. x{; , .''� B�����n - z Post This,Card So That�t isUisible:From.theStreet Approved Plans Must`beRe#a�ned�onJob and'this Card Must be Kept . =Posted Until Final Inspection Has Been Made ,, i6g4 i � . . ,� � ,, ,t.. Perm , ° Wh'ere a Cert�fieate_of Occupancy,is�Requ:red;such B,utldmg shalllot.bOccupied unt�I aF�nal Inspection has:beenmade 1 el iljl 1 Permit NO. B-18-2077 Applicant Name: Gene A Cormier Approvals Date Issued: 07/03/2018 Current Use: Structure Permit Type: Building-Smoke Detector-Fire Alarm Dection Expiration Date: 01/03/2019 Foundation: System Map/Lot 034-018 Zoning District: RF Sheathing: Location: 1035 MAIN STREET(COTUIT),COTUIT Contractor Name .Gene A Cormier Framing: 1 Owner on Record: SPRING,WILLIAM J& MICHO F _ Contractor License 1592 2 Address: 1035 MAIN STREET ° Est Project Cost: $0.00 Chimney: COTUIT, MA 02635 Permit Fee: $35.00 Description: Cape Cod Alarm to install smoke and carbon monoxide detectors to ,: Insulation: accomodate renovations F a Fee Paid S 35.00 Date., 7/3/2018 . - Final: Project Review Req: I, r Plumbing/Gas Rough Plumbing: �• . Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months�after.issuance. Rough Gas: All work authorized by this permit shall conform to the approved application andithe approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shalI,be in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street Or road and shall be maintained open for"p66ik inspection for the entire duration of the work until the completion of the same. Electrical � 2 Service: The Certificate of Occupancy will not be issued until all applicable signturesjby the Building and"Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:" 1.Foundation or Footing �- - ;,� Roug h: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health 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. Final:. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (asset forth in MGLc.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED`RECIPIENT r Ap licadou!\?umber. �P TS ilB t Permit Fee....... ......... ..............Other Fee.....•................ . ' afs g. erg' asP� ,1 IN ® Total Fee Paid'............................................................... ...... TOWN OF BARNSTABLEBUILDING PERAUT ►��. � �.. A _ of �P�� 111��t' .� � .T�� M ........................................Parcel.,.......V................................ TOWN OF BARNSTA ,SC',efon it — Owners Ili�i�r�au'i ��iou gaol I''ir����% Locaflo Project Address 10 35 ,Ace;,Yl S T r e e T Tillage CEO-W- Owners Name C�'to S ,V\0 dc_ Owners Legal Address G 3S &OCky, �a e ei City cps ytn-> State Zip 02635 Owners Cell# E-mail Section Z —Structural Use IX Single/Two Family Dwelling ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Section 3 —Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool. ❑ Insulation Other—Specify Section 4—Detail 00 Cost of Proposed Constriction Square Footage of Project Age of Stricture Dig Safe Number # Of Bedrooms Existing Total# Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method (❑ MA Checklist ❑ WFCM Checklist ❑ Design Last updated:11/7/2017 1 1 4 1 -Caw- Cod Alarm �o ,n ssoua smaice Ot,v-\c( ecif f-s Section 6—Fu oject Specifies � 1 [] Wiring F] Oil Tank Storage ❑ Smoke Detectors i 1 [] Plumbing ❑ Gas Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑.Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District [] Hyannis Historic District [] Old Kings Highway i Debris Disposal Facility: I am using a crane ❑ Yes ❑ No a 1 Section 7--Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ 1 Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) - t Setbacks Front Yard. Required Proposed r Rear Yard Required Proposed Side Yard Required Proposed i Has this property had relied from the Zoning Board in the past?' ❑ Yes ❑3 No Last updated: 11/7/2017 1 d 1 d f PA, tea..__ Name U` e e C a r r Telephone Number Address_.�-V/ ©L&_Pbbv-vinauiS itykl, no��; Mate ( Zip d License Number License Type on Date Contractors Email g P—yl C c c' 0,ZOJLr M.CCU cell I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 C111R.the Massachusetts State Building Code, I understand the construction'inspection procedures,specific inspections and documentation required by 780 CMRa d the Town-of Barnstable._Attach a copy of your license. f�,/f'rf 1�f + ��f 7 Signature s �- / ? ten.� -z t � Date C' Section 10 -Flonie Improvement Contractor Name Telephone Number .Address City Mate Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code.. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Banstable.Attach a copy of your H.I.C... Signature Date Section 11 -Home Owners License Exemption Nome Owners Name: - Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 f CYa the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date PLIC.ANT SIGNATURE € signature Date E Print Name ill 6!!�I T ele�hone I�Ttiunber -C_"fl-W53 -j�3 E-mail to� S.Ai& A f CoD ALAgA . PArm Last updated; 11/7/2017 �..Z `.e..:v�"_Ga.. 3f}y ysiJ t ;wkr,,i H eaFth 1'e' arLS1�I1G i>� a o 1 P Zoning.hoard(if'requ irecg" � Historic District . �� Site Plan Review(if required) Fire De partaZent Conservation -r'0 °cOMNICI ezal Work,Please iake youF flans directly to the fire depaFftysenif�r up�� Seefion 113 ® Own er's Auth, atuor P, , as Qvmer of the subject property hereby authorize to act on my behalf, in all matters relative to-work authorized by this building permit application for: (Address ofjob) Signature of Owner date Print Name i i Last updated: 11/7/2017 • ji i I CE N [INCA 6 E OF LLIA7U L Ln NF13LTRAI'KrCE DATE(MM/DDIYYYY) 8/30/2017 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. THISIES CERT IFICATE 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 have ADDITIONAL INSURED provisions or 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 CONTACT Rogers& Gray Ins.-Dennis Branch NAME: 434 Rte 134 PHONE .508-398-7980 FAX IAM No,.877-816-2156 South Dennis MA 02660 E-Ma1L mail@rogersgray.com INSURERS AFFORDING COVERAGENAIC# INSURERA:Allied World Surplus Lines Insurance Com an 24319 INSURED CAPECOD-54 INSURERB:Arbella Indemni Insurance Com an Inc. 10017 Cape Cod Alarm se Inc. INSURER C:Associated Employers Insurance Com an 11104 204 Old Townhouse Road West Yarmouth MA 02673 INSURERD: INSURER E: - - INSURER F COVERAGES CERTIFICATE NUMBER: 1330374015 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 A L POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y 5200178001 9/1/2017 9/1l2018 EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $100,000 MED EXP(Any one person) $10,000 PERSONAL&ADVINJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY❑X PRO- GENERAL AGGREGATE $5,000,000 JECT LOC PRODUCTS-COMP/OPAGG $5,000,000 OTHER: $ B AUTOMOBILE LIABILITY Y Y 1020005044 9/1/2017 9/1/2018 C MBINE IN LE LIMIT ANY AUTO Ea accident $1,000,000. BODILY INJURY(Per person) $ OWNED X SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNEDSONLY PROPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY Per accident $ $ A UMBRELLA LIAR X OCCUR Y Y 5201058601 9/1/2017 9/1/2018 EACH OCCURRENCE $3,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $3,000,000 DED X RETENTION$0 C WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY Y/N N WCC50050064332017A 9/1/2017 9/1/2018 X SPER TATUTE OERH ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $1,000,000 (Mandatory in NH) If yes,describe under E.L.DISEASE-EA EMPLOYE $1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate holder is provided additional insured status for ongoing and completed operations, primary/non-contributory including waiver of subrogation with respect to general liability when required in a written contract or-agreement. Certificate holder is provided additional insured status..with respect to:auto liability when required in a written contract or agreement. i I 'CERTIFICATE HOLDER CANCELLATION i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TDwri of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis MA 02601 AUTH RIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORO S ® s C PowerG From Tyco Security Products Technology Y`� Y ,.r PowerGWireless Smoke . V DetectorHeat 2. R i Features That PowerSeries Make a Difference: n e t compatible .� • PowerG*robust industry leading4 i commercial grade wireless technology ► • Photoelectric smoke detector with built- r in heat sensor • Provides alerts for smoke,tamper and , , device low battery • Long-life lithium batteries included PG9916 Wireless Easy Installation Compatible with PowerSeries Neo • systems I PowerG Smoke & With minimal installation time Heat Detector required and few holes to drill, The power of PowerG*: The PG9916 is a fully supervised the PG9916 Wireless Smoke and The power behind PowerSeries Neo i Wireless PowerG photoelectric Heat Detector reduces on-site lies in various innovative technologies, j smoke and heat detector. The time and increases productivity including the revolutionary PowerG, PG9916 reliably provides early . and revenue. Being wireless, these + which, bundled together, provide detectors offer home or business warning of fire by sounding an alarm a robust and feature-rich platform i. owners more choice in where designed to reduce operational costs I when smoke is detected and by transmitting a coded alarm signal they may be installed, to include for dealers and provide ultimate ++ locations in which wiring is difficult reliability for end users. I to the alarm system. In addition, 9 Multichannel, Frequency Hopping the PG9916 monitors for a high or impossible. Maintenance is also • I made easy, with audio and visual Spread Spectrum technology-to temperature heat condition and y provides an alert upon exceeding sensitivity degradation indicators overcome frequency blocking and o notifying when detector cleaning/ / E interference the fixed temperature of 60 C fi' g g 4 (140°F). replacement is required. • Adaptive Transmission Power-for i battery life preservation • High transmission ranges-for reliable 1 communication within up to 2km/2187 yards line-of-sight • TDMA synchronized communication ' technology-to prevent message collisions • 128 bit AES encryption-high level protection against analysis tools and digital attacks www.dsc.com ::: ::: CSC From Tyco Security Products Specifications: Dimensions:.....................120mm x 63mm (4.7in x 2.5in) Battery Life: .................................... 5 years(Typical use) Battery Type: .......................3V CR123A Lithium Battery Weight: .......................................................165g(5.8oz) Operating Temperature: .. -100C to 550C(14°F to 131°F) Approvals: FMIC, UL/ULC, CSFM Please refer to www.dsc.com for the most current approval listings. Compatibility: PowerSeries Neo Systems PowerSeries Neo is Security Redefined w PowerSeries Neo by DSC redefines intrusion security by combining the.flexibility of a modular, hardwired system with the simplicity of a wide range of wireless devices and peripherals,resulting in'the most comprehensive hybrid system available in the market today. This brand new and .exceptionally flexible platform leverages the superior capabilities ofPowerG-the industry°s leading-edge wireless intrusion technology. Innovative alarm verification;solutions, together with an exceptionally comprehensive remote service software suite, make PowerSeries Neo the Ideal first-class solution for residential and scalable commercial installations. a a LO 0 0 0 m Z For product information a _ • • • tradeProduct specificalions and availability subject to change without notice.Certain product names men'Honed herein may be names and/or registered trademarks other companies. 02015 i ® S PowerG From Tyco Security Products Technology Wireless PowerG Carbon Monoxide Detector # 6" rm: Features That PowerSeries g(� ' 1 ' I Make a Difference: new compatible '., I • PowerG*robust, industry leading I a commercial grade wireless technology �Of.y _ '�` '• • Electrochemical sensing technology • Visual and audible alarm indicators upon , CO detection } • Fully supervised j • Built-in 95db alarm buzzer and large flashing LED PG9913 Wireless Easy Installation • Long-life lithium batteries included PowerG Carbon� With minimal installation time • Compatible with PowerSeries Neo Monoxide Detector required and few holes to drill, the Systems l The PG9913 Wireless PowerG PG9913 Wireless Carbon Monoxide Carbon Monoxide Detector is Detector reduces on-site time, The power of PowerG*: designed to provide reliable increases productivity and revenue. ! The power behind PowerSeries Neo front-line protection against the The compact design, battery power lies in various innovative technologies, silent threat of carbon monoxide and wireless capability of this including the revolutionary PowerG, poisoning. Leveraging the most detector offer home and business which, bundled together, provide owners more choice in where innovative technology, the WS9913 a robust and feature-rich platform is equipped with a sophisticated they may be installed,to include designed to reduce operational costs electrochemical sensor to provide locations in which wiring is difficult I for dealers and provide ultimate or impossible. reliability for end users. l accurate detection of CO gas p levels and initiates an alarm via the • Multichannel, Frequency Hopping security system before dangerous Spread Spectrum technology-to CO levels are reached. 1 overcome frequency blocking and i interference I Adaptive Transmission Power-for battery life preservation I High transmission ranges-for reliable communication within up to 2km/2187 yards line-of-sight • TDMA synchronized communication technology-to prevent message collisions • 128 bit AES encryption-high level protection against analysis tools and 1 digital attacks f • .. Contact • DSC distributor www.dsc.com ::: ::: CSC From Tyco Security Products Specifications: Dimensions:.................................127 x 40mm (5 x 1.6in) Battery Life: .......................................I year(typical use) Battery Type: .....................................9V alkaline battery Weight: ....................................................180gr(6.35oz) Operating Temperature: .......-10°C - 55°C (14°F-131°F) Approvals: FCC/IC, UL/ULC, CSFM Please refer to www.dsc.com for the most current approval listings. Compatibility: PowerSeries Neo Systems PowerSeries Neo is Security Redefined PowerSeries Neo by DSC'redefines,intruson security by combining the flexibility'of a"modular, hardwired system with the simplicity of a wide`range of wireless devices and peripherals, resulting in the most comprehensive hybrid system.avai lab le in the market today. This brand new and exceptionally flexible platform,leverages the superior capabilities of PowerG—the industry's leading-edge:wireless intrusion,technology.'Innovative alarm verification solutions,etogether with an exceptionally > . comprehensive remote service software suite, make PowerSeries Neo the ideal first-class solution for residential and scalable commercial installations: cc s 0 For product information • .. • - . . specificationsProduct ge without notice Certain product names mentionedbe trade names and/or registered trademarks of other companies. 02015 with ® S C PowerG .From Tyco Security Products Technology Wireless PowerG Indoor Features That PowerSeries s Make a Difference: nec�, I 1. compatible • PowerG*robust industry leading commercial grade wireless technology , • Visible link quality indicator on device t .,._... • 110db Siren with Strobe Light • Siren sounds for Fire,Carbon Monoxide, Burglary and Flood Events • Long-life lithium batteries 4 Wireless PowerG Easy to Install I Signal • Compatible with PowerSeries PG9901 Indoor Siren Quality Indication Neo systems The PG9901 Wireless PowerG Since the PG9901 is wireless, it The power of PowerG:* Indoor Siren is a fully supervised, can conveniently be installed in The power behind PowerSeries Neo i cost effective siren that provides numerous locations inside the lies in various innovative technologies, I differentiated audible and visual home. With fewer holes to drill and including the revolutionary PowerG, alerts in the case of fire,carbon reduced installation time, an installer which, bundled together, provide j monoxide, burglary and flood can quickly move on to another a robust and feature-rich platform events. In addition to providing a installation. designed to reduce operational costs l loud audible alert, the PG9901 also for dealers and provide ultimate The PG9901 Wireless PowerG reliability for end users. contains abuilt-in high-power white. Indoor Siren is equipped with a Multichannel, Frequency Hopping { strobe light providing a visual alert visible signal quality LED indicator Spread Spectrum technology-to of the event. that lets the installer choose the overcome frequency blocking and t With its sleek and modern design, optimal location for installation, interference the PG9901 will fit most internal eliminating the effort of going back • Adaptive Transmission Power-for t spaces. and forth to the keypad. All siren battery life preservation configuration settings are handled High transmission ranges-for reliable on the keypad with no need to re- communication within up to 2km/2187 open the device once installed. yards line-of-sight • TDMA synchronized communication technology-to prevent message collisions • 128 bit AES encryption-high level protection against analysis tools and t digital attacks i ffs -i • arI- - - • eZs��' ,., Contact yourdistributor www.dsc.com ::: ::: From Tyco Security Products Specifications: Dimensions:.......................................161 x 161 x 50mm (6-7/16 x 6-7/16 x 1-3/4in) Battery Life: .....................................8 years(typical use) Battery Type: ............3.6V, Li-Thionyl Chloride 0-102710 . Weight (including battery): .......................470gr(16.5oz.) Operating Temperature: ....-10°C to 550C(140F- 131 OF) Approvals: FCC/IC, UL/ULC, CSFM Please refer to www.dsc.com for the most current approval listings. Compatibility: PowerSeries Neo Systems PowerSeries Neo is Security Redefined PowerSeries Neo by DSC redefines intrusion security by combining the flexibility of a modular, hardwired system with the simplicity of a wide range of wireless devices and peripherals, resulting in the most comprehensive hybrid system available in the market today. This brand new and exceptionally flexible platform leverages the superior capabilities of PowerG—the industry's leading-edge wireless intrusion technology. Innovative alarm verification solutions,together with an exceptionally comprehensive remote service software suite, make PowerSeries Neo the ideal first-class solution for residential and scalable commercial installations. 8 m 8 0 co Z a • • • s.:w.` For product Product . notice Certain product names mentioned herein may be trade names and/or registered trademarks of other companies. 02015 I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Indivi dual): CAPE.COD ALARM CO., INC; Address: 204 OLD TOWNHOUSE ROAD City/State/Zip:WEST YARMOUTH, MA 02673 phone #: (508) 398-6316 Are you an employer? Check the appropriate box: Type of project(required): 1. ✓0 I am a employer with 30 4. ❑ 1 am a general contractor and I . employees (full'and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' Building addition [No workers' comp. insurance comp. insurance.+ 9. ❑ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.� Other;V1SQ�LZ S1'�Ol� comp. insurance required.] (;l, a CCLFf6Q rr'\ny)nx,0 *,Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. '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: Associated Employers Ins., Co. Policy#or Self-ins. Lie. #: WCC-500-5006433-2017A Expiration Date: September 1, 2018 Job Site Address: 10 35 JU0C,\ n ST re e r City/State/Zip: co-TuxzK, t (A 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 der th pains nd penalties of perjury that the information provided above is true and correct. Signature: s--Z. .�i� Date: Phone#: � �U� 6 Official.use only. Do not write in this area, to be completed by city or town official. i 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#: G ..C®MiVIONWE"DF'MA aSACHID�tE[�5.... .. ; Commonwealth of Massachusetts e ® ® ® ® a MOW Department of Public Safety .ARUVIF License: SSCO-000248 ELECTRICIANS .:;:, ;<`.:: :<' 1 .... Security Systems -\S-License ; ISSUES THE;.F;OLLOWING LICENSE AS A REGISTERED SYSTEM::CORITRACTOR~ ::, ... F GENE O MI E C R ER 4 GENE A CORNIER ` (� Employer _ - u�:; 3,;i;: ALARM >:> CAPE COD,;ALAFtM'CO INC CAPE COD�,. , 204 OLD TQ:WN HOUSE RQ:, iw .WEST,;YARMOUTH, IUI026,73-1531.::;;; Ex iration: P 11/07/2 018 9592 =''`07/31/2019::.;:;.:.<::: >° 123442 Commissioner I ::........ o o r. �.......`�.... ... ... . 0{InIUi09VWAL'TF9.OF MAS .ACHUSETTS .. o >:...::..E - WING<; {CENS.. ISSUES Th#E FOLLO, < ECHNIC,IAN;'.r '; ` >RE(*k5f€RED SYSTEM..,.,., _ -:•� F :. a GI=IVE A CORNIER �• :, 9 MARGATE SOUTH AEM1ItiS,ilIIA ;026:6Q2667 07131 2 212805 05 `'; TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ..tw Map 3 Parcel 0l� Application lication V-�'I—qt6 Health Division Date Issued l Conservation Division Application Fee Planning Dept. Permit Fe Q Date Definitive Plan Approved by Planning Board Historic OKH _ Preservation / Hyannis Project Street Address /D .3 S� �► zl-L ST Village OZ 1 T Owner a/l n �neA4 Address /03 5- Telephone_ l Q . A 7— I Y6 � �OTl�T 44pl- "TZG?S Permit Request /'Gf�l��nv 7C3 RM Va�- kr lam 2/- 692 42YU -It/ and #2 z'c(cBawt s Z -"Yd ,3 coued ] iraniL Square feet: 1 st floor: existing proposed /3 S� 2nd floor: existing q1.2- proposed Total new Z S 3 Zoning District 2 F Flood Plain Groundwater Overlay PNect Valuation Construction Type lam! Left Size 7, /Z0 -sT Grandfathered: ❑Yes ❑ No If es, attach sup porting pporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) — Basement Unfinished Area (sq.ft) 360 Number of Baths: Full: existing new �. ._ Half: existing / new Number of Bedrooms: existing U new Total Room Count (not including baths): existing ���ew4 K, j" First Floor Room Count Heat Type and Fuel: A Gas ❑ Oil ❑ ElectricQ 41 M 'Other,_ Central Air: ❑Yes No Fireplaces: Existing New S I A Existing wood/coal stove: ❑Yes A No Detached garageexisting ❑ 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 ANo If yes, site plan review# Current Use e;"C� 4 Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 0K Telephone Number �1��/'- /afi'-y0�1 7 Address License # cs - 0/W s ("(D) 1 T. 444- Home Improvement Contractor# Email 4Afral4e, C Z'or� �C7— Worker's Compensation # L14 -9ri U qa,,-0/-03 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO w Jk7 ►- SIGNATU E DATE r FOR OFFICIAL USE-ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE t OWNER i DATE OF INSPECTION: ' FOUNDATIO FRAME INSULATION /^ a.� �� /►°lr�fi D� FIREPLACE ELECTRICAL: ROUGH FINAL PLI,"9UIBING: ROUGH FINAL 1 GAS: ROUGH FINAL FINAL BUILDING O / DATE CLOSED OUT ASSOCIATION PLAN NO. r REScheck Software Version C6.4 Compliance Certificate Project Spring Addition Energy Code: 2015 IECC Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 750 ft2 Glazing Area 8% .Climate Zone: 5 (6137 HDD) Permit Date: Permit Number. Construction Site: Owner/Agent: Designer/Contractor: 1035 Main St. Nick Lagadinos ArchiTech Assoc. Cotuit, MA 02635 Lagadinos Building and Design INC. Schooll St. " 13 Thankful Lane Cotuit, MA 02635 Cotuit, MA 02635 508-420-5335 508-428-4097 lagcon@capecod.net Compliance: trade-off Compliance: 2.8%Better Than Code Maximum UA: 106 Your UA: 103 r The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. •. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. L i Envelope Assemblies Gross Area Cavity Cont. Perimeter Wall 1: Wood Frame, 16"o.c. 350 21.0 0.0 0.057 17 Window 1:Wood Frame:Double Pane.with Low-E : 28 0.320 9 Door 1: Glass 20 0.320 6 Floor 1: All-Wood Joist/Truss:Over Unconditioned Spate 350 30.0 0.0 0.033 12 Wall 2:Wood Frame, 16"o.c. 495 21.0 0.0' 0.057 26 Window 2:Wood Frame:Double Pane 32 0.320 10 Wall 3: Wood Frame, 16" o.c. 216 21.0 0.0 0.057 12 Window 3: Wood Frame:Double Pane with Low-E 6 •0.320 2 Ceiling 1: Flat Ceiling or Scissor.Truss - 300. 38.0. 0.0 0.030 9 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 beA designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requi ents listed ' e REScheck Inspection Checklist. Name-Title Signature Date Project Title: Spring.Addition. - Report date: 12/18/17. Data filename:C:\Users\lagco\Documents\REScheck\Spring Addition 12-17:rck Page 1 of 16 I Project Title::Spring Addition - Report date: 12/18/17' Data filename: C:\Users\lagco\Documents\REScheck\Spring Addition 12-17;rck Page 2 of10 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen.For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section ��- Plans Verified' Field,Verified # Pre-Inspection/Plan Review Complies?. Comments/Assumptions &'RegID v Value Value 103.1, ;Construction drawings and 3 ❑Complies ; 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the building envelope.Thermal ❑Not Observable (envelope represented on ❑Not Applicable ;construction documents. _ 103.1, ;Construction drawings and ❑Complies ; 103.2, 'documentation demonstrate : ❑Does Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable ; 'Systems serving multiple '' ❑Not Applicable . Idwelling units must demonstrate ;compliance with the IECC- Commercial Provisions. 302.1, Heating and cooling equipment is!, Heating: ; Heating: ;❑Complies 403.1 I sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]z Ion loads calculated per ; Cooling:, r,4 °Manual]or other methods Cooling`. ;❑Not Observable' Btu/hr Btu/hr. ; approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1.1 High Impact(Tier 1) 2; Medium Impact(Tier.2) 3 Low Impact(Tier 3) Project Title: Spring Addition s Report date: 12/18/17 Data filename: C:\Users\lagco\Documents\REScheck\Spring Addition 12-17.rcK ,Page 3 of10 i "Section +'% .. # Foundation Inspec tion. - Complies? .;� CommentslAssumpti on,s; & Req.ID -__v �. e 303.2.1 A protective covering is installed to ❑Complies [FOII]zi protect exposed exterior insulation ❑Does Not and extends minimum of 6 in. below grade. UNot Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ❑Does Not ;❑Not Observable ❑Not Applicable Additional Comments/Assump-tions: 4 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:;Spring Addition Report date:' 12/18/17 Data filename: C:\U'sers\lagco\Documents\REScheck\Spring Addition 12-17.rck Page 4 of10 s Section Plans Verified- °Field Verified # Framing/RouEl[h4n Inspection Complies? Comments/Assumptions Req.ID � Value' :°. Value .P • 402.1.1, 1 Glazing U-factor(area-weighted ', U- U- ;❑Complies z ;See the Envelope Assemblies 402.3.1, .average). � :❑Does Not: :table for values. 402.3.3, ;❑Not Observable 402.3.6, I ;❑Not Applicable 402.5 [FR2]1 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 ;are determined in accordance . ❑Does Not !with the NFRC test procedure or ;taken from the default table. ❑Not Observable ; ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 'installed per manufacturer's ❑Does Not instructions. ❑Not Observable , ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 "is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable j limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 !sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm leakage at 75 Pa. ❑Not Observable ; ❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies ; [FR12]1 "insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where< 3 inches. Supply and I return ducts in other portions of -]Not Applicable ;the building insulated >= R-6 for a, diameter>= 3 inches and R-4.2 ; !for< 3 inches in diameter: 403.3.3.5 :Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. } ❑Does Not +' ❑Not Observable ; ❑Not Applicable 403.4 HVAC piping conveying fluids R- ; R- ;❑Complies ; [FR17]2 above 105 4F orchilled fluids :❑Does Not r )below 55°F are insulated to>_R- $3 ; ;❑Not Observable ; ❑Not Applicable 403.4.1 ,Protection of insulation on HVAC ❑Complies [FR24]1 'piping. [:]Does Not , ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies ; [FR18]2 ?R-3. ;❑Does Not ;❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 )installed on all outdoor air �. intakes and exhausts. ❑Does Not ❑Not Observable ❑Not Applicable Ad . ditional Comments/Assumptions: t. • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: Spring_ clition Report date: 12/18/17 Data filename:C:\Users\lagco\Documents\REScheck\Spring Addition 12-17.rck Page 5 of10 4 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) , 3- Low Impact(Tier 3) Project Title: Spring,Addition Report dater 12/18/17:' Data filename: C:\Users\lagco\Documents\REScheck\Spring Addition 12-17.rck :.Page 6"of10 ''Section 6 Plans Verified' Field Verified # Insulation,Inspection' �i Complies?. I Comments/Assumptions' Value Value & Req ID 3 - r 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. I ❑Not Observable ! < ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ❑Does Not table for values. [IN1]1 ; ❑ Steel ❑ Steel ; :[:]Not Observable r ;❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the 4 ;underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in =❑Not Applicable ; contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the ; top of all perimeter floor framing I members. 402.1.1, l Wall insulation R-value. if this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood :❑Does Not table for values. 402.2.6 !wall insulation on the wall ;❑ M ❑ Mass [IN3]1 ;exterior,the exterior insulation ass ;❑Not Observable !requirement applies(FR10). ;❑ Steel ❑ Steel ❑Not Applicable ; 303.2 !Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: a 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Spring_Addition Report date:. 12/18/17. Data filename:`C:\Users\lagco\Documents\REScheck\Spring Addition 12-17,rck Page 7 of10 'Section Plans Verified 'Field+VenfiedY; �# Final'Inspection Provisions' ° Complies? Comments/Assumptions I& Req.ID Value Value ° 402.1.1, ;Ceiling insulation R-value. ; R- ~R- ;❑Complies ;See the Envelope Assemblies 402.2.1, I ; ;table for values. .❑ Wood ,❑ Wood ,❑Does Not 402.2.2, ❑ Steel E] Steel ;❑Not Observable [ 11]2.6 :❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 (manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ; ❑Not Applicable 402.2.3 ,Vented attics with air permeable ❑Complies [FI22]2 "insulation include baffle adjacent ❑Does Not. Ito soffit and eave vents that ;extends over insulation, j ❑Not Observable .^ ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies ; [FI3]1 insulation >_R-value of the ❑Does Not ;adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 .; ACH 50 = ; ACH 50= ;❑Complies ; [F117]1 Iach in Climate Zones 1-2, and :❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ' ❑Not Applicable 403.2.3 I Duct tightness test result of<=4. ; cfm/100 ; cfm/100 ;❑Complies ; [F14]1 cfm/100 ft2 across the system or I ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable Itests,verification may need to ; ;❑Not Applicable occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F127]1 "determine air leakage with ft2 ft2 E❑Does Not ;either: Rough-in test:Total ;leakage measured with a ❑Not Observable pressure differential of 0.1 inch ; •' ; ;❑Not Applicable w.g,across the system including ;the manufacturer's air handler. .enclosure if installed at time of test. Postconstruction test:Total ; leakage measured with a ; pressure differential of 0.1 inch I w.g.across the entire system ' including the manufacturer's air i handler enclosure. 403.3.2.1 ;Air handler leakage designated 10complies [F124]1 '.by manufacturer at<=2%of Y ❑Does Not ;design airflow. 4. ❑Not Observable ; ❑Not Applicable 403.1.1 j Programmable thermostats ❑Complies [FIg]2 installed for control of primary j y ❑Does Not heating and cooling systems and ; ❑Not Observable i] nitially set by manufacturer to ; code specifications. ❑Not Applicable , 403.1.2 Heat.pump thermostat installed ❑Complies ; [FI10]2 Ion heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ,. : ❑Complies [FI11]2 systems have automatic or ❑Does Not }accessible manual controls. - ❑Not Observable , k ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:-Spring Addition Report date:. 12/18/17� Data filename: C:\Users\lagco\Do.cuments\REScheck\Spring Addition 12-17.rck Page 8 of10 Section; Plans Verified i Field.Verified # FinaliInspection Provisions Complies? Comments/Assumptions. - & Req.ID s:Value.. � l,t Value .=:°,, _ i° 403.6.1 All.mechanical ventilation system ❑Complies ; [FI25]2 fans not part of tested and listed - ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [F126]2 through one-or two-pipe heating _ ❑Does Not systems have outdoor setback control to lower boiler water -]Not Observable temperature based on outdoor ❑Not Applicable jtemperature. 403.5.1.1, Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The ❑Does Not a system return pipe is a dedicated I ❑Not Observable return pipe or a cold water supply F pipe.Gravity and thermos- ❑Not Applicable ; syphon circulation systems are not present.Controls for circulating hot water system µ I pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump. when water is in circulation loop is at set-point temperature and i no demand for hot water exists. 403.5.1.2 f Electric heat trace systems ❑Complies [F[29]2 comply with IEEE 515.1 or UL ❑Does Not 1515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable j ;desired water temperature in the I piping. 403.5.2 ;Water distribution systems that ❑Complies ; [F130]2 i have recirculation pumps that 1 ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold. ❑Not Applicable water supply pipe have a demand recirculation water `system. Pumps have controls that manage operation.of the ,pump and limit the temperature of the water entering the cold ;water piping to 104°F. 403.5.4 JDrain water heat recovery units ❑Complies [F131]2 ;tested in accordance with CSA ❑Does Not B55.1. Potable waterside pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable ; individual units connected'to one ;or two showers. Potable water- aside pressure loss of drain water ;heat recovery units< 2 psi for j individual units connected to ; ;three or more showers: 404.1 ;75%of lamps in permanent :; ❑Complies [FI6]1 'fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps Does not apply to low-voltage „ [:]Not Observable lighting. ❑Not Applicable 464.1.1„ ;Fuel gas lighting systems have JLJComplies [F123]3 !no continuous pilot light. 111Does Not 1 ❑Not Observable - ❑Not Applicable 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) "3 Low Impact(Tier 3) Project Title:Spring:Addition Report dater 12/18/17 Data filename: C:\Ose.rs\lagco\Documents\REScheck\Spring Addition 12-17.rck Page 9 0f10 Section' Plans Verified Field UerifiedF a # Final Inspection Provisions Complies? 0 Gominents/Assumptions, & Req.ID Value 401.3. Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable, 303.3 ;Manufacturer manuals for ❑Complies [F[18]3 mechanical and water heating ❑Does Not 'systems have been provided. 1 ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: r 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3'' Low Impact(Tier 3) Project Title: Spring.Addition Report date: 12/18/17 Data filename: C:\Users\lagco\Documents\REScheck\Spring Addition 12-17,rck Page 10 of10 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.32 Door 0.32 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments Town of Barnstable o� t Regulatory Services sLAM E Thous F.Geiler,Director ag39• Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www town.barnstable.ma.us Office: 509-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If UsM'g A. Balder as Owner-of the subject ptope47 hereby authorize /1l(i /}7�/VJ(J S to act on my bebal� in all matters relative to work authorized by this building permit (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of(Ywnet Signature f Applic t X116 tiJ 4221 9 �i« Print Name Print Name' Date( QFORMS:0WNERPER2MSI0NP00LS 62012 Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Construction Supervisor CS-012653 r `s� Expires: 07/1612019 NICHOLAS A-LAGADINOS 13 THANKFUL:'-LANE\' COTUIT MA 02fi35 �' Commissioner v'. Aco CERTIFICATE rOF LIABILITY INSURANCE °ATE`MM,D°'""Y"' .4/14/2017 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 endorsement(t;). PRODUCER CONTACT NAME: . Ashley Clark Leonard Insurance Agency, Inc PHONE (508)428-6921 -FA~ LVC V. (5181420-5406 683 main Streets ` --^ ADDRESS.Aahley@leonardagency.com Suite B INSURER(S)AFFORDING COVERAGE NAIC# Osterville MA 02655 INSURERA:NGM Insurance Comps 14788 INSURED INSURERe:Applied UW Captive Risks AU0001 Lagadinos Building & Design, Inc. INSURERC• INSURER D: . . - 13 Thankful Lane INSURER E.- - - -Cotuit - - MA 02635- INSURERF: a -COVERAGES CERTIFICATE NUMBER:Master 2017-18 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 PDLUBRII -' POLICY EFF POLICYEXP CTR TYPE OF INSURANCE. € 1 POLICY NUMBER IMMrDDNYYYI (MMA30M=lLIMITS X COMMERCLAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 l A �I CLAIMS-MADE" ❑S OCCUR PREMISES fE,EaNc urre nc-e jµ $ 500,000 I MSB67460 1/1/2017: 1/1/2018 MEDEXP(Anyonepemon)._ $ 10,000 {_ LPERSONAL BADV INJURY ;$ 1,000,000 a [GEN'L AGGREGATE LIMIT APPLIES PER: I GENERAL AGGREGATE $ 2,006,006 - j X POLICY JEC LOC ( 2 PRODUCTS-COMP$W 2,000,000 _. OTHER: } is AUTOMOBILE LIABILITY ! COMBINED SINGLE LIMIT 6(Ea accident)-_ ANY AUTO I BODILY INJURY(Per person) 1$ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED - _ HIRED AUTOS AUTOS i(Perr acc dent DAMAGE -[$ a t GE I$ r UMBRELLA LIAR OCCUR EACH OCCURRENCE EXCESS�LIAB _w CLAIMS MADE s AGGREGATE - $ .. : DE D I I RETENTION S. .�. (^-~m_ $ ._ ;WORKERS COMPENSATION I' PER OTH- AND EMPLOYERS'LIABILITY YIN f STATUTE _!ER- ANY PROPRIETORIPARTNERIEXECUTIVE I E.L.EACH ACCIDENT $ 500,000 OFFICERIMEMBER EXCLUDED? : NIA a , B (Mandatory lnNH) 46-880 9 0 6-01-03 _ _ 1/2%2017 ` 1/2/2018 ,,EL ISEASE-EA EMPLOYEE$ 0,000 Iyes,describeunder E.LDISEASE-POLICYLIMITI$._ 50500 0DO DESCRIPTION OF OPERATIONS below , II 1 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Builder in Maseachusetts - •3 .. CERTIFICATE'HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED :IN 200 Main. St. ACCORDANCE WITH THE POLICY PROVISIONS. Iiyariais, MA 02601 AUTHORIZED REPRESENTATIVE - Ashley Clark/LEOAC1 Asa - ©1988-201..4 ACORD CORPORATION. All rights.reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 poim1> r the f!omworrivealtit of-Marsadiusetts Departtrreirt crf rnifustrial Acciderta dfce-of m..wtFgadom. }RPV1f:masmgOYrrdia Workers' Cnmpensafian Insurance A#fidavit:Bndlder-JCunfracturslElectri;cians/Phunhers Api4can#rnfarmatian Please.Print leggibly . Nam tSr��*�s'DFganization irIual� �{� > > �UI L,i�r�� � Address: T City{Stir L Q jy tT M4- Ph0fl0 Are you an employer?Chech.the appropriate box: Type of project(required)-: I.x I am a em to with /d 4. ❑I and a general confractor and I • P Y� 6_ ❑Newconsfructiaa employees(full an�dfor part--time)* hay.*e]:ired:Ifse sub-coadractom 2.❑ I am a sole proprietor orparfner- fisted on.the attached sheet. 7_ Dq Reaaodeling slop and have no emmpIc ees. These sub-confractors have 8. ❑Demolition . ' working for me is any capacity: employees and•have workers' �. ❑13ui1tiing addifios [No Sri oda-- 'comp_insu=ce comp.iasuranm re ed_ 5_ ❑ Fte are a eorporafion.and ifs 1 ❑Electrical repairs of a ddrtious I officers have-exercised their 11_ Flumbsn repairs or additions 3.❑ Z am.a homeou�ter rtairrg all u�orlc ❑ ]} P � . set o-workers' tight of exemption per UGL � � - 12.❑Rnofrepairs. inctrcanre reclni=ed p c.152,§1(4} and we have no employees_'[No worlkers' l _❑Dther comp_insurance required_], •tin app y t<c that eb.ecks box r1 m } ast aLsa fill avtthe sect'EoabeIowshmring theirnrorTcers''compersaiiaupalicginfnrmatian_ I Sn=e SVa4mwho submit ff3is d5d3['if 7uEYxf1hi tbzy mn Aaing zlI wcak RnA duea Em auut;idecontmaors am submit a new affidavit indic9fl.sudL fCantn t=ihxt rlhetY this box mast xttaclsed sin additional sheet sliastmg tt�e nxtng of the sub cant�ctr}a�d sfafe whether arnot ihnse enritiesha�e emo3vyees.Ifthesu5-ccntrad=lave emplUees,they must pmuidetheir warkers'ramp.palicfmmeber. Iani art Holoov is ii[epo cy and jah site ta�arrrrrr(iarr. ff • - Insurancecompanyl'Lam: 6 t✓ 14f k Policy 4�,,or Self-ins—Lie - ob o go l 0 —Q F—KpiFatioz<Dafe: I Z d Job Site Address: 4DsS7 Nevi al • CitylStatelzip: G��?�►� �"T dz/s�� Attach a copy of the tsorkers9 compensationp.olicy declaration page(shoumg the policy number and expiration.date). Failure to secure coverage as required.under Section 25A of MGL c 157—can lead to the imposition of criminal penalties of a fine up to$l5aa 00 anlror one yearimprisonmmt,as we�l as civil peaalfiies in the fame of a STOP WORK ORDERand a fare of up to$250.00 a day against the tizolatur_ Be advised that a r=.appy of this statement maybe forwarded fn the Of of IavesEgadom of the DIA far iusu=ce coverage kreriffcatim I afa kt'reb c f Y tz ctr rF LS andperlables v:verjrur�'thatthe L farxuza aarpro�i&dabotrg is&=and r-arr--t $imisture_ _ Date: �Z Phone ' O�aL rxs�trawl'}: Da rtat o-srita F�tFr�ruefi,t�Fre coartpTete+d b}�r-ifs rrrtQtr-n o,fjiceL � ' City or Town: Perntitf kense# Issas*Anfltarfiy(code ene): L Board of HrAth 2.Bui[Tmg Department 3.CS.tytTown Clerk 4.Electrical F mpector• S.Plumbing hmpeeter b.Other ' Contact Person: Mow#: } Spring.Addition 1035 Main St. Cotuit AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (78o CM R 5301.2.1.1)i QCheck Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................... .............. ................................................ 110 mph. ✓. Wind Exposure Category....................... ... ... .........::.......... . ..............:,................. .......... B 1.2 APPLICABILITY ; Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 3: stories :5 2 stories Roof Pitch,..................:..................:..................:.:................(Fig2) ........................................... <_12.12 �. Mean Roof Height ................:...;............ ......... ......... . 2(Fig ) ............:..............:....28'6 ft :533'Fi Building Width,W ......................:....................................:...(Fig 3).....:....... ...,:::... ..................:...36'4" :ft <_80' ✓ Building Length, L.......:. :.............::...... ..... ................(Fig 3).......... .............................43'S"' ft <80' ✓. Building Aspect Ratio(L/1/V)................... ..... .(Fig:4) ................ ..1.2 <_3.1. :. Nominal Height of Tallest Ope.ning2 ...... ( g ) ::.6'8" 15 6 8" Fi 4 1.3 FRAMING CONNECTIONS,, General compliance with framing connections.:.:............:...(Table 2)......:......:................................................. ✓ 2.1 FOUNDATION Foundation Walls meeting requirements of-780 CMR 5404.1 Concrete...;........I......................;.........:00.......... :;..:::..........::...............:..... ......... .:........... ✓ Concrete Masonry...:................................................................ .........:.......... .....:: 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........::...: :................(Table 4).........................: 4. ......:......:...:::. 45" in. „ . Bolt Spacing from end/joint of Plate ...................:...:........(Fig5 ................ ... 6 in.<_6"—12" Bolt Embedment-concrete-......... (Fig 5)...... .:......:.. :...12" in. > ................... Bolt Embedment-masonry..:......... ..... .........: .. Fi(Fig 5) in. >_.15" Plate Washer..............................,.... `:.. ::,......(Fig 5)..............;...............................>_3"x 3"x'/< ✓ 3.1 FLOORS : - Floor framingmernbera ans.checked .. p .. _......:(per 780 CMR Chapter 55).... ..::....... Maximum Floor Opening Dimension................... ;;..(Fig ) .. ...:... 2' ft:5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).......::.............:.:. 6_ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................:(Fig 7) ..........:.......................:..... ft :5 d ✓ Maximum Cantilevered Floor Joists Supporting.Loadbearing Walls or Shearwall'.................(Fig 8)............. .......,.........................:..... .0. ::ft.:!5 d ✓ Floor Bracing at Endwalls ......... ........ ........,.........:..........(Fig 9)........... ......... .I..... .. ::........... Floor Sheathing Type ................:... .......(per 780 CMR,Chapter"55)..:............:""::..::........... . Floor Sheathing Thickness ` . .(per 780 CMR Chapter 55).... .......... . in. r Floor Sheathing Fastening .....:.. ......... ............ (Table 2)., 8 d nails at 4" in edge/ 6" in field ✓ 4.1 WALLS Wall Height # Loadbearing walls.............. (Fig ).. g .... Fi 10 and Table 5 -.........9 ft <10'. Non-Loadbearin walls.. ........:. ::..(Fig 10 and Table 5).::..................::..... 9' ft <20' Wall Stud Spacing :::..... ......: .......... .::.....:...(Fig 10 and Table:5). ............ 16" in.<24' o.c: ✓; Wall Story Offsets ::.................:............. ...........(Figs 7&8).......................... ..................0' ft <_d ✓ 4.2 EXTERIOR WALLS3 : y , Wood Studs Loadbearing walls:.......:.:... ...... ...........:......:.........(Table 5).....:: ........: .::....2x 6 -- 9' ft 0" in. : . ✓. Non-Loadbearing walls.................................................(Table 5).................... .., ....2x 6 -'ft_U'in Gable End Wall Bracing' } Full.Height Endwall Studs.............................................(Fig 10) '....::.... ✓ WSP Attic Floor Length............::..... (Fig 11).......:...................................... 12'.ft>_W/3 '. .' ✓ Gypsum Ceiling Length(if WSP not used) .....:.............(Fig 11)...r........................................_.ft>_0.9W and 2 x 4 Continuous Lateral Brace :6 ft. o.c. .. (Fig 11 or 1 x 3 ceiling furring strips @ 16"spacing min:with 2 x 4 blocking @ 4 ft. spacing in.end joist or truss bays Double Top Plate S lice:Len th ...:..... .. 4, P g :....... ......... (Fig 13 and Table 6).:.....:.................,....,..,.._ft ✓ Splice Connection(no:of 16d common nails) ............(Table 6).:............................::............: .::.:.... 10 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no:of 16d common nails)................................(Tables 7)....; .........:.................... 2 . . ✓ Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)... ..........................(Table 8)....:.. ........................................... 2 ✓ Load Bearing Wall Openings(record largest opening but check all openings for compliance to.Table 9) Header Spans .............................................. .........(Table 9).................................. 3 ft 6 .. in. :5 11' ✓ Sill Plate Spans ::..... ..................:....:....(Table 9).....:......"................'....2 ft 6 in. <_11' Full Height Studs (no.of studs)....................................(Table 9).... ....................::.......................:.... 2 . Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)....... ....................... 6 ft 0 in. :5 12' ✓ Sill Plate Spans............'.....................................:.'.....:.(Table 9).. .............................. ft—in. <_12" Full Height Studs(no. of studs)..................::......:.........(Table 9)....... ........ ...... ......::........;. 2 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building.Dimension,W Nominal Height of Tallest Opening2 ........ ..................6%8 :5 6,8„ ✓ Sheathing Type................:...........::..:. :;.........(note 4).:...... :....::............ 1T`rCDX .. Edge Nail Spacing..................................:.......(Table 10 or note 4 if less)....::...........,....;.: 4" in. Field Nail Spacing ......................................(Table 10)._'................ ..................... .... 6" in. ✓ Shear Connection(no. of 16d common nails)(Table 10)....................................................... 2 Percent Full-Height Sheathing Table 10 .......... 52 % 9 9...................... ( ) .. ............................... — �L 5%Additional Sheathing for Wall with Opening>:6'8"(Design:Concepts). . ............... Maximum Building Dimension, L z .............6'8 <6,8„ Nominal Height of Tallest Open in Sheathing Type.....,..* ;.:..............,.:::.(note 4)...,..............:..:................................. 1/2"CDX � Edge Nail Spacing................................'.........(Table 11 or note 4 if less)..:... 4" in.. Field Nail Spacing...............................::.........(Table 11)..........::. Shear Connection(no:of 16d common nails).(Table 11)..:....................... ............::.'......:..... 4/ft. Percent Full-Height Sheathing..............:,...:...(Table 11)..............:.. 1"7 % ✓............. 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<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors - Uplift................. .....................(Table 12)..... ........ ..........U=203 plf Lateral.............................. .....:........(Table 12)....::....::..........:.:...................:.L= 176 plf Shear. ... ... :..........(Table 12)................. plf ^✓. Ridge Strap Connections,"if collar ties not used per page 21... (Table 13)..... .....T= plf ✓. Gable Rake Outlooker.... .................:.. ...........(Figure 20) ............. ft:5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift...... ..:... ............(Table 14)....: . ........ _ 417 Lateral(no:of 16d common nails)...(Table 14)............. ...L= .176 lb. ✓ ' Roof Sheathing Type ..................... .................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness.............. ........:................. .............................................. 5/8 in.>_7/16"WSR. �. . 4°/6", Roof Sheathing Fastening.. (Table 2)........................................................._ .'" ' AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7s0 CMR 5301.2.1.1)t Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2;to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs:per Figure 18a and:Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4 a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: L Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing.. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v.Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures'below:Vertical and Horizontal Nailing for Panel Attachment. a - FRAMINGFJS£SrlNAiL$;..'. - _ 11 JI 11 1 " 11 11 i 'i'iJK YK I1 11; t- , I1 Q I1 it W:i ! 11 11 S rl U 1 4DUI9lE E{x� , d See Detail on Nezt Page 1 ' Vertical and Horizontal tJal�ng: , • fai'PaneiAttachment; AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)' FRAMING MEMBER$<., � EDGflEdfERMF�IAT£:;' i�~r rkk 7-777 • i._ STAGGERED 3 MIN NAL1L PATTERN _ PANEL ` Pi4WE+ EDGE" " �,j DbUBLE NAIL EDGE SPACPlG DfTA4< .. - Detail Vertical and NonzontaI Nng; for Panel Attachment? Office of Consumer Affairs and Business Regulation. .I� 14 Park Plaza- Suite 5170 Boston Massachusetts 02116 Koine Improvement Corntiactor registration - --_- Registration: 104804 Type: Private Corporation 3 - Expiration: 7/15/2018 Tr#F 419291" - r LAGADiNOS BUILDING & DES1GN,�]N'C Nicholas Lagadinos --- 13 Thankful Lane Cotuit, MA 02635J-Z-� Update Address and return card.Mark reason for change. • U Address Renewal 11] Employment n Lost Card - SCA 1 0 20M-05/11 omee of Consumer Affairs S llusincssRegulaCtio�in L;iceme.or registration valid for individual use only HOME IMPROVEMENT CONTRACTOR e expiration before the date. 9f found return to: ;i Registration: l 4804 Type: Office of Consumer Affairs and Business Regulation Eicpipateon 7/15J2018 Private Corporation 10 Park Plaza-Suite 51170 1Gtjon,MA 02116 LAGADINOS BUILDING&DESIGN-INC Nicholas Lagadlnos 1.3 Thankful Lane ti:c �• ,: ._.,_ (�J Ootult,MA 02635 Undersecretary Not valid� ithoutAigna&re BAIMSTABLE ` Town of Barnstable t �. DEC�c g zo�� Planning & Development DepIRMorr Barnstable Historical Commission bF aR�s��E BARNE STABLE TOWN CLERK :.�,^r/.tovm.bams,able.ra.usr'hisioric2lcommissien t.� -'01?NOU 3 PM12�15 NOTICE OF INTENT TO DEMOLISH A SIGNIFICANT BUILDING Date of Application_ 1 G1� 9, 2014 ❑Full Demotion Partial Demolition Building Address:1 oz;9 HA-w Number Street G Col A �1 0��� Assessor's Map#1✓"l Assessor's Parcel# Village ZIP Property Owner. _ _ �L�\�}'� � 1}�� • (��� - �� ���� Name Phone# Property Owner Mailing Address(if different than building address) Property Owner e-mail address: "�l Contractor/Agent: Contractor/Agent Mailing Address: �D by� ��= liv�U 6--,2L0-,�t✓ Contractor/Agent Contact Name and Phone#: •0�? Name Phone# Contractor/Agent Contact e-mail address: Detail of Demolition Proposed:_ !2 I q c" 1 Type of New Construction Proposed: - )i oge, (s) L � To 1 � � Provide information below to assist the Commission in making the required determination regarding the status of the Building in accordance with Article 1, § 112 �,, Ye hbuilt: M 0' l&I00 N.�/,y>>�� Q( l Additions Year Built (/7 0 }�/ ioy-c" Is the Bt it ing listed on the National Register of Historic Places or is the building Located in a National Register District? N s Q REVIEWED �Prope r0wne€l , ent Signature NOV BHCAppliccition 2017.doc Town of Barnstable Historical Commission Existing Right Rear • ¢ t_ �:�' .. i ,> �.ys�.�. a �r� r��i• L .i, `+k X. a i a.l sa 4 � $ y `vLs' • fir: ' i {aerv, Ole a� i- .F- r +w f • -•� �•�'� >. �j Ire' `t ,� ;�*!� .- a /►' y eye -../ -.. t ��. i ' .wrrn,+w�"""u — ,«-mac �'y �• - , 1 � y `e- � p,�►1M'�- :. �1111iWiWilTlil �� :�i ` + sy' c � � .rs'!r�e �..,���x i Y ,: ? :; -•.��•:���� .;� � ,. i••�wuM w�irarli�lr �I�lil/�� .,t�'� ... WA .,s "' c„'4:.tl,'sj�►�-r'> • -.R^'�a`�71..�1�•$• V. �y�vb Y�IIiIV�il ,,, �, yd' t ya �.s„ ' �T•�"tom°r '=,=s ��, • `� �:'i r'� � ��.c � L c.. 1 1.:•-, ark-a' .`� .�.,��__ r �''-c}i���-�\ ::''���,.,-_'_ _...'._.ram 4.;1$►F.•'r®•iFa� ��� ._ ,.. ... .. ..... - �y�^7' !r'._�..+ g�•p. ' » — ' , , •`, u 1 i y . '[!^�, F ,.�..nS•L "�: 4r., .•....,Z4��s '�4: �11'n.'T P'y .",_ �i C -�L �j. A'yt,a,Ve '" ewa _ 4 ,G. -ti�,z ,Qs' Ya, \x..- � Aa Sy i ,•,\ • c4 -: N a� �t �+ ^- � .� � Ni�, .L • �4yy'$ti-� '�:r 4`•,*�«.�`�... 'r'' "�'i!'.4 xs a•-.'1� ,i + `', _ L {.��r .f^ \ ��'� `j �r ems`."' T - •+ ��^7•°-... it , � � n. a a, far •\ • • f � Existing Rear Elevation • ti JF ZAP- ARN Now .ct _ ' ._ •�� i . .�..r� � `i r/1 �,..� ' ::�'�6:: a ... .. . - _:. No - P I r�Th J j'K`k�i a�-,. .�•�...r.�ra/I ti��w «; �� __ � �„A NI.- e, .. u.•. r_�-.�'!►III:, '_...'.- x - • t t 114 r . r s�v s s > Y} 1 . e• - rri _q '" F •''v. ..lay '' 't:'. - '. g,r r'r�-. r,�{F "'� �� .� �.. `sue• =Existing Front Elevation Zdaal 4 f .-ilk 777, v 4 t a riNw�wwrr��ur ' Z-t�� rn i IKE Town of Barnstable 7 �E-oPey M - t• Planning,•&Development Department o� 'off Barnstable Historical Commission z >3axivsrnsz,e. • 200 Main Street z >Kass ,Hyannis,Massachusetts 02601 se39. �� (568)862-4787 Fax(508)862-4784 a enn loeanCa town.barnstable ma us r �� F pf BARNSSP i t 'Y A Elizabeth Jenkuis,Duector f COMMISSION MEMBERS: 'Erin K.Logan,Administrative Assistant Laurie Young,Chair Nancy Clark,Vice Chair Marilyn Fifield,Clerk Y George 3essop,AIA ; Nancy Shoemaker- Elizabeth IV, y o Cheryl Powell w'DECISION F Summary: Demolition Delay Not Imposed.Pursuant to Chapter 112 Historic Propemes, Section 112-3 F k f Applicant/Property Owner William J:Spring y Subject Property: 1035:Main Street,Coturt 034/018 Assessor's Map/Parcel: , p # a , Hearing Date: December 12,2017 t Pursuant to the Barnstable Historical Commission receiving your notice of intent on-November 3, 20I7, a duly advertised and noticed public hearing was held on.Tuesday;December 1-2,2017 to determine whetherthe-significant structure identified as a single family structure on this pioperty-is preferably:preserved significant.building and s whether demolition,delay would be imposed for the partial demolition of this structure.on the parcel addressed`as 1035 Main Street,Cotuit,Map 034 Parcel D18. After review and consideration of public testimony,:application and record file;the Commission by a'unanimous vote, found that in accordance with Chapter 112F the partial demolition of the single'family.structure is.not a preferablypreserved signif cant btiildm g' r hi accordance with Chapter 112 3'the=Commission determined by-a unanimous;vote that the partial demohtion'of the single family dwelling,rvould not be detrimental to the historical,cultural or architectural heritage or,resources of the Town. 4a, a . . Approval was granted with the condition`that•the chimney will remam in place unless'and until`an application is submitted to review its replacement or removal77 . ` ? t r Nan cy Clark,Vi Chair ,Date }v d a; S�' d 6 F K cc Brian Florence,Building Commissioner Ann Quirk,Town Clerk ` - x 200 Maiu<Strcct,Hyannis,MA Q2601(p)5OM62-4787(f)50t3 862-478�;:: f p. . 3ti7 Maiu;Strect,Hyannis,MA 02601(p)508.862-4(i78"(fl 50862-478l= F 3 r fir. F i _ — B00Kq4j--PAGE f. _ /HEREBY CERTIFY THAT THIS PLAN ROBERT T. KN/GMT I I WAS MADE 1N ACCORDANCE WITH POND THE RULES AAO REO LAT/ONS OF at �( DEED REF. 35/2/3# I I ME REWM9S OF DEEDS FOR 77,7E O I COA1M0/V OF MASSACHUSETT•S G Fd I I Pw A AIYrplaw•ftPL. a 6P. w S?B•�. M / Gn g 11�d Mos MlA1fNElp F'� cWi I REGISTRY USE ONLY LOCUS MAP ,H ED DE REF.'25051319 Q r' o I ' V 40� s3 A to LoT 2 PLAN OF LAND' 1 CLAYTOW hI CLAWFORD L OCA TED IN - ' DEEED REF:1OW237 ler I corwT C.6.(T� 89W BE SETT ; BARNS TABL E BE El � I sf _ a laV I PREPARED FOR ` PLAN REFERENCES W 17 MAP 34cor/e AS ROBERT BRA YTON S. h � y I - w- I L.C.11127 a4 I 8 273/7/ ' . SWIRE JUNOER 38/17 IL9r RA 4.r Q. 131195 BARNS TABL E I LOT l 1 PLANNING BOARD APPROVAL I NOT REOU/RED UNDER TIL SUB01V&M CONTROL LAW o 1 109.56 �«4s S X- L— I W ao'4o w MAIN STREET o� 19M~ly AtVW/140'w*W vl M - S.IB1/nd1' S X.50' RE$ ZOW "RF -"�° 9�47 YANKEE SURVEY CONSUL TANTS FLOOD ZONE 'C •y9.6' 143 ROUTE 149 DA j"f 6/6/1989 0 20 40 60 MARSTONS MILLS MA 02648 SCALE.,/'•20' 1690 -e t f. Assessor's Office,(lst floor) Map: 2� Parcel r-`yPermit# 19a 76 Conservation Office(4th floor)(8:30-9:30/1:00- 2:00) I Z ate Issued / /Board of Health(3rd floor)(8:15 -_9:30/'1:00-4:45) Engineering Dept.(3rd floor) House# 77C E Planning Dept.(1st floor/School Admin. Bldg.) c' �L.L.� a $*"Be De hive, n Approved by Planning Board 19 A����. TOWN OF BARNSTABLE ' � �'�° Building Permit Application Pro' eet Address -j:s kA t Village p mu I-T t. -Owner _. M, S fL I N Address Z A t Telephone Permit Request IJ!JT/�t� LJ ki Fe> ( Uj L � • i "First Floor § Cl '[�(, (� square feet , Second Floor square feet Estimated Project Cost $ Zoning District Flood Plain Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use O Proposed Use c5746" Construction Type W O4-P Commercial Residential Dwelling Type: Single Family Xl Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished Old King's Highway LA- Number of Baths No.of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name �. Omit(5 �nk) I K�C Telephone Number 725- O L�5-7 Address 3 9 S- License# © ls^ g S 1 y 1J rj Home Improvement Contractor# /Q 2. 6 Worker's Compensation# VJca Inno 9U A NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE! - DATE /2/, BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY PERMIT NO. 1 ,9 DATE ISSUED MAP/•PARCEL NO. i ADDRESS , VILLAGE OWNER _ i r DATE OF INSPECTION: - - FOUNDATION FRAME, _ L INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r - GAS: # ': ROUGH ' FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 41 The Cuinnrairm-ealth of lltassacltusetts °'" •j '• • Departnircnt of Industrial Accidents 41 7 Ofllceaf1 9sticas , 600 If tahin,tnn Street 02111 Workers' Compensation insuranceAtTidavit 3• .. .�-....-�.�-�..�.�._.. .- ..._ 0 nl1(11tC cin h ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working_ in any capacity . • -. •. I am an employer providing workers' compensation for my employees working on this job. .� zkaf 1 ERNEST B. NORRIS & SON, INC. 385 SEA STREET •s ;; i : • HYANNIS508-7.75-0457 t Rhone- EASTERN CASUALTY- INSURANCE COMPANY nalict•# WCG 1000897 A cur�nce co --T L'.... r, ❑ I am a sole proprietor,general contractor,or homeowner(curie one)and have hired the contractors ita►ed below +( the following workers' compensation polices: • env n add rc nolicy city- ghon i,.r w .� m �m•na e• iddress- insurnnee co. . �. :Attach addiHonal'shtcef ""' •' rr mow, '" l ufiure to secure coverage as required under Sation" of AIGL 1S2 CID lead to the imposition of criminal penalties of a tine np to 51300.U0 a one years'imprisonment as well as civil penalties in the form of a STOP 1V ORK ORDER and a fine ofSI00A0 a daY against me. I understand t tope of this statement may be forwarded to the Office of tavestigntions of the DIA for coverage verification. oldcs of paiurr that the infommtion provided above is true and correct !do lierrbt•certif}}•under file pains and pp o� Signature au Print name CRAIG N. ASHWOR.FH Phone# 508-775-0457 FCOMM e only do not write in this area to be completed by city or town aMcill permitfilecose ff r'18uilding.Department town: Duccosittg Board ascieetmen's OMM f immediate response is required Ot�ealth Department phone#: Mother— rson• i i�\� ` ��e "(�dnvmso�2ulea� o���iGcr�lac�u�1eG� f : ` ' a 1EPARTHENT OF PUBLIC SAFETY f I CONSTRUCTION .SUPERVISOR LICENSE xumhP : Expires: ��Rest� eted��a 08 • CF,AIG N ASHHORTH . c 385 SEP, STREET HYARNIS, �lA 0�2591 HOME IMPROVEMENT .CONTRAC.IOR* 102014 .Registr'ation Type PRIVATE CORPORATION EXp 4b/30Ja8 . * • lrat`i�ll n. .M tip♦ 1.. 4 ERNEST B. MORRIS & SON INC V 4 r t ; Ashworth Cr t k aig N. 385 Sea St sir;-ADMINISTRATOR HyannlS'-MA 02601 23 Curtis Street Scituate, MA 02066 September 2 , 1992 Mr. Joseph Daluz Building Commissioner Town of Barnstable "} 367 Main Street Hyannis, MA 02601 Dear Joe: On March 20 , 1992, a Building Permit, #34896 was issued by your office for property located at 1035 Main Street, Cotuit. We have been unable to begin the project but plan to do so within the next six months. Please issue an extension of the building permit for six months. Thank you, Carol A. Bishop I ly _ TOWN OF BARNSTABLE ! BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print DACE 11-20 � JOB,.:,_.... _ LOCATION / 03J�/tJ�4i S7- CoiucT (" TZ- 0_0 `.g6� Number St reet Address,; Section Of Town "HOMEOWNER" CAe_0 d(S O . C'�d � C��� G� .F3<1 d' f /Cz:> Name 0 Home Phone Work Phone PRESENT MAILING ADDRESS:;.oZ;3'. ���Oiq �"t�2 9�c s S _ City Town a q State The., current exemption for "homeowners" was ZiP Code occutiie dwellings of six units or less andetoeallowtsuchclude . own= engage an individual for hire who does not possess a such homeowners to the owner acts as su ervisor. , provided that DEFINITION OF HOMEOWNER: Person(s) who owns a parcel of land on which he/she reside , .on which there is, or is intended to be, a one toesixrfamily , to dwelling, attached or detached structures accessoryfamily ,structures. A person who constructs more than on homesinhause and/or farm period shall not be considered a homeowner. to the Building Official on a form acceptable Such to theoBeowner" shall submit that he she shall be res onsible for all such work Building Official, building permit, rformed under the t� (Section 109.1.1) The undersigned "homeowner" assumes responsibility for compliance State Building Code and other applicable codes b regulations. , y-laws, rlesandwith the The undersigned "homeowner" certifies that he/s Barnstable Building Department minimum ins ectio he understands the Town of requirements P n procedures and x HOMEpWNER'S, SIGNATURE ` APPROVAL OF BUILDING OFFICIAL 1' Note: Three famil required to complyy dwellings 35,000 cubic feet Control, with State Building Code Section 121.0, Construction } 'r l HOME OWNER'S EXEMPTION The code states that: . Any Home Owner performing work for which a building permit is required shall be exempt .from the provisions of this".section- (Section .169.1.1 - Licensing. of` Construction Supervisors) ; provided that'. if Home Owner engages a person s) for hire to do such work, that such: Home ..�' Owner shall act as supervisor: " Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q, Rules and Regulations for Licensing Construction Supervisors, Section 2.15) .. This lack of awareness often results in serious problems, particularly when the Rome Owner hires unlicensed persons. In this case our Board cannot proceed against the unlicensed person as it would. with'; licensed supervisor. The :, Home Owner act' as supervisor is ultimately responsible. To ensure that the ;Home Qwner is fully aware of. his/her responsibilities,. many communities require,' as part of the permit application, . that..,the Home Owner certify that he/she understands the responsibilities" ofea supervisor. On the. last page of this issue is a form currently used by several towns. Youmay care to amend and adopt such a form/ce community. rtification for use in ;your j 4 i d F too J I,r 1 r • 'I. r l' Assessor's office(1 st Floor): (� t, Assessor's map an I nu bar 11 03 7 -6 J 9A . SEPTIC SYSTEM MUST Conservation 9'� iNSTAUED IN COIMPLIAI Board of Health(3rd(loor): WITH Tff LE 5 • Sewage Permit number l , ENVIRONMENTAL CODE A ��` AUsT'Bt.c VUL Engineering Department(3rd floor): ~ `� TOWN REGULATIONS '1°, 1630. House number Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO l / V o TYPE OF CONSTRUCTION —W a (y 19 1=_ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: _� Location/0-3 S� � ' `S A IA / , C T l /Ld T a — C d 714,4 6--E Proposed Use L_ t y1XJ 6r •ed©& Zoning District f\ Fire District 0a 7—Q ( 7— eiQi20G �Ixe .23 e Lefe CS ST sC ce4 0:�o�loNameofOwner ��}-jlYl �/ C���'U Address /�/ �t{CKSlci.0 hoe p�/Fs�,tt�� o.v o 2 I�3 Name of Builder �Z-If SS �(S A4 Address c? e V2 V("S Sr SC f VcP g )/-t Name of Architect Address Number of Rooms Foundation 6:1C 1 S i ou 4 Exterior 5 kNg LfI_ IC LA a LfOAK 6 s Roofing �-S',/-�/1!® C Floors Interior Heating G- — Plumbing A�9 N I Fireplace 1.)rAol 6—Approximate Costa S O a Area d Diagram of Lot and Building with Dimensions Fee�� OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. r Name Construction Supervisor's License BISHOP, CAROL /Cathleen Griffin i 0"0 fJ No`-34e9v— Permit For Convert Garage ' Single Family Dwelling Location 1035 Main Street Cotuit Owner Carol Bishop & Cathleen Griffin Type of Construction Frame Plot ' Lot Permit.Granted March 20 , T 19 92 Date of Inspection 19 Date Completed s % : 19 ( a Y �Y c h,� .t •,•mil: �y.. 5�• e ..�,F F r - n 01 fu t i i Oil The Town of"Barnstable, • s�►nxcr,►s� kAS& b$ Department of Health.Safety and Environmental Services Building Division 367 NI<•tin Stroll.HYannis MA 02601 . Offoe: 508 790.6227 Ralph Cmsstn FAY- tn4_?7s.3?� Ptr:tac,.�.r.••-..�:�. 1 .... .., r Date AFFMAVIT HOME DUROVE3MMCONTRACMRLAW SUPPLEMENT TO PERNIWAPPUMION MGL c.142A requires that the"r=nstroWon.Alt=*=.rMavatioa,lepok modenhadan,eonver don, impromment,'remmml, demolition, or aonsaucticm of an addition to =Y pn-adsting owner occupied building containing at least one but not more than four dweMag units ar'to tCt►vetairs which m adjacent to such rt sidence or building be done by registered ooatr=ors,with c realm a wVdons,along with other Type of Work est.Cost Address of Work: ,/) Owner Name: _ r Date of Permit Applic2tion: I herdn•errtifythat: _ _ Registmtion is not required for the folloairtg reason(s): Work crdudcd try•taw Job under S1,000 Building not ow=-occupied Owner palling own peinit NI .cc is hcrcbN si1Yn thW:: OIL NTRS PULLING ThTIR OWN PERMIT OR DEALING WITH UNREGIS7= CONTRACTORS FOR APPLICAELE HONT lT VROVM.ffi-.N7 WORK DO NOT HAVE ACCESS TO THE C. ,�;�.?Nn'F[j;,N U'•'OER MGT.c. 147A SIGNED UNDER PENALTIES OF PERJURY 1 hereby applN•for a per,-nit as the agent of the oumer: Dze (S tractor name Regismdon No. OR D:;c On•ncr's ns.mc C ' �4 New Window Andersen or Pella 33941 ,m —F-3,� — — — - — Ro New Window 1 0 m Andersen or .O _---._ Pella 33941 o � $ o New Kitchen Cabinets and floor. 11'-91" 2 1x4 Mahogany Deck 3 81d 8 18n �10p New Door v Andersen or a as,a Pella 3068 Existing house WM No work to be done Laundry ' BATH e•-n•x se• ' New Window. ri�cn ri o FOTER T Px iv-7 UP PORCH \ 20,_1"x8'_1" oo nN LIVING AREA a P� o� ass 00y � a y U! ul O O D Lagadinos•Building and Design Inc. F Project: Spring Home Custom Homes,Additions,Remodeling o 13 Thanidul Lane Cotuk MA 02635 Tel.5084284097 Fax 506-026-T709 s Poured Concrete Stair Footing zy+N s 11I Q FRI I � Existing House Foundation III � I • J r t 1 L ' I N Landsca a tie stairs to basement aI 'sIt, ra o N b{ - ,,,;tf. ��s^ LS s :i�S?q✓. 7 Fy %. - - 4 Proposed New Deck Footings ED t 6!-10 l ' 4 10—" 20'-7z" 10"Sonotubes with BigFoot Footing 48" below grade Typical Poured Concrete Stair Footing Project: Spring Home Lagadinos Building and Design Inc. Custom Homes,Additions,Remodeling 13 Thankful Lane pOtult,MA 02635 U.5 0 8 42 81 017 Fa 508428-7709 ` ' T - Revbiona:Date: C Rubber Membrane Roofing 2x10 Ledger w/Hangers 2x8 Rafters PI LL a Plywood Roof Sheathing (Dv 2x6 Ledger w/Hangers C) 2-2x10 Beam "Joist r C m 8"Fiberglass Columns m vi O c • C = J • - o 2x8 Ledger w/Hangers 2x8 P.T Joist and Box. 6"x 3/8"lag screws 16"O.C.Stagerred 1"Wall Spacer 4x6 P.T.Post Aluminum Post Base .'c_ 10"Poured Concrete Sonotube 48"Below Grade L 48"Below V Grade `p Typical tl rn C BigFoot 24"Concrete Footing _ Q 4j ,o a Drawn By: Date:r-am Scale: Sheet S-1 THIRD FLOOR EXISTING FLOOR JOISTS IOWER EXIST. FULSN g6LM CEILING AS NMI z I :; EXISTING WALL BEYOND-� s BEDROOM I ICLOSETDESK AREA _ a _ 0 RUSH BEAM ICI,1>vHEN J _ YZ SECTION THRU BEDROOM SCALE VV=r o- LPORCH NEW PORCH r EAST ELEVATION SCALE V r-r-C` ri i — Fr} C 6 F E PROJE ey: DRAW COPYI • . p fl -- - sraerEsrEPs - -- --- RONE STEP I I � f I I j I C I_J - -----------------------I-- I Qi con I I Y I SCALE:11,C DATE:MM/DD/YY 1 REVISIONS: 0 ■ 0 ' m EXTERIOR a ELEVATIONS SECTION . ESIGN i SET `1 I II I — ISSUE I I I I: I II I I I I I I 1= I II NQRTH ELEVATION i-------------- I A3 *0 I —Iscft Vr-r-v e. - — — — — -- ------ -----ASSUMED THIRD FLOOR AND CEILING LWES BEDROOM \ l PORCH KITCHEN cv c � ' II BENOi �glf DRAWER CRAWL SPACE T r IF--ONOA38 mm ONIISIX3 I wY3A ON 'MN SV O01133 1SIX3 BUM III SISIOf U0013 ONIISIX3 VOOU Qn31HI 3� Emilf xOaoa 4 y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3A Parcel 0,10 Permit# 03� Health Division GLOO 6—p t 16 Date Issued G Conservation Division /'; .J s ` �� (� , Application Fee S EMC SYSTEM MUST BE Tax Collector !NSTALLED IN COMPLIANC?ermit Fee WITH TITLE g Treasurer ENVIRONMENTAL CODE AND Planning Dept. =` TOWN REGULATIONS ,. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address /103S' &,WAZ Village eo2V//� Owner )C Address /D3s'— l' 6i1V 57— 0077)1T, ✓I�f 0Z Telephone 6 0 — M -20 7 Permit Request vi C' Square feet: 1st floor: existing log) . proposed 2nd floor:existing /00_ proposed r) Total new Zoning District Flood Plain Groundwater Overlay oq� Project Valuation Construction Type Z4)M7> 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 ❑No On Old King's Highway: ❑Yes A(No Basement Type: ❑Full 1Z(Crawl ❑Walkout . ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing J new Half:existing / new D Number of Bedrooms: existing .^ new . Q Total Room Count(not including baths): existing 7 new (�_ First Floor Room Count S Heat Type and Fuel: 4Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes X.No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No 9 Detached garage: ❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑ne size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization 3/Appeal# _ " QDS'::d1Z)Recorded Commercial ❑Yes ❑No If yes,site plan review# Current Use ge5 Proposed Use e , N.. M BUILDER INFORMATION Name 4kk L #Pjdd C Telephone Number SM"1 —4017 IF Address kZ License# N 5 ,3 C!/9z W/Y �2�3�5 Home lmprovementContractor# 101 Worker's Compensation# 748 3 5-4 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE b t, FOR OFFICIAL USE ONLY r i PERMIT NO. Y DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE r r OWNER _ r 1 DATE OF INSPECTION: E{y FOUNDATION �t.Jo� FRAME(MNRiAlt1�21(a INSULATION co a Cr ��6 IrPdGC--- FIREPLACE Q -� 0 -► ELECTRICAL: !!ROUGH) t, FINAL -'' ni 4 PLUMBING: vRdUGH . FINAL ., r'1 K , - « GAS: ROUGH FINAL` ' FINAL BUILDING '1�3 06 key k - A J DATE CLOSED OUT ASSOCIATION PLAN NO. l �z. Etsten, Jackie' - From: Sarah Korjeff[skorjeff@capecodcommission.org] Sent: Tuesday, February 14, 2006 11:58 AM - To: Etsten, Jackie Subject: Re: NR building, Cotuit 1035 Main St Cotuit Jackie - I looked at the information you faxed me and agree that this porch project would not trigger Cape Cod Commission review. It does not trigger the size threshold for review of single family historic structures on the National Register (25o change in floor area) . Also, the porch design appears to be appropriate for the historic structure in its design, and in that it works off the shape of the existing porch and does not change the exterior walls of the historic structure. The kitchen addition may need more attention when it comes forward. Sarah Sarah Korjeff Preservation Specialist Cape Cod Commission On 2/13/2006 3:53 PM, "Etsten, Jackie" <Jackie.Etsten@town.barnstable.ma.us> wrote: > Sarah I am Faxing plans for removal of a small porch and creation of a > larger one for a building located in the Cotuit NR District, listed as > a contributing building (I double checked this one . . . . ) , dating from > 1910. A kitchen addition to the rear is not proposed at this time. I > am assuming that this is not subject to the CCC, unless you inform me > otherwise. The porch is required by a condition on the ZBA variance > from the yard setback requirements, to remain open, not to be > enclosed. Jackie 862-4676 i � 1 10 g P OS I ' N ITC . f I F I 145 bud 01 I It + I LQ En f I I w EXISTING HOUSE I z PORTION OF . r EXISTING I E E BPLACED I WIDETAIIING TO MATCH I I RXTSTTNG ;I EXISTING I PORCH I NOTE ALL PROPERTY INFORMATION AND DIMENSIONS ARE BASED ON PLAN I ' PREPARED BY PAUL A.MERITHEW, RP,I,S, AND DATED•6/12/8? II 3o'-U" I I FRONIYARD SEI6ACK -"'`-- I ,I ZONING SETBACK LINES j I W 4- y � 1 SPRING RESIDENCE P aOPOSED SITE PLAN — = 103 SCALE I" 10'5 MAIN STREET COTIJ IT,MA , 11/10104 I d 1 o IVAN BEREZNICKI - ' ASSOCIATES, INC. ' ARCHITECTS AND PLANNERS t to 9 WJNDF L STREET CAMBRIDGE,MA 4 3 1 •_ -- _ _ _ _ PRARI LINE MAIN STREET �. TOwn of�Barnstable of� 04 Planning A Development Dep Ln Barnstable Historical Commission . ° " 'F -n MASS. 200 Main Street,Hyannis,Massachusetts 02601 8624787 Fax(508)862-4784 `z Z erin.lolgm@town.bamstable.ma.us ro , cn tt7 00 y t , "Elizabeth Jenkins;Director s COMMISSIONMEMBERS _ •:Erin K.1:ogan,AdmitiistiativgAssistant Laurie Young,Chao ; r Nancy Clark,Vice Chair } Marilyn Fifield,Clerk ,a Pti T; �L Tfr!i}iRv;_LE�!% 4 George Jessbp,AIA }: }.: N+an�cyS�Lho�e/m�ak(`er � _ 3 • i t �v T�� n 1;li�beth Mumford Y 1 V i�3.,.i Y2 ; }� Cheryl Powell DECISION b F Summary. Demolition Delay.Not Imposed PucsuautoCaptr112Ho Peities, Section 112-3 F. . Applicant/Property0wrier.. William'J.Spring , Subject Property: 1035 Main Street,Cotuit Assessor's Map/Parcel: 034/018 i a. Hearing Date: December 12.2017 F i Pursuant to the""Barnstable Historical Commission receiving your notice of intent on Ntyemtier 3, 2017, a duly advertised and noticed public hearing was held on.Tuesday,December 12,2017 to determine whether:the significant structure identified as a single family structure on this property is preferably,preserved significant building and 1 whether"demolition delay would be imposed for the partial demolition of this structure on the.parcel addressed as 1035 Main Street,Cotui.,Map 034,Parcel 0.18. vote 'found 'and1.consideration 1. public testimony, application and record"file, the.Commission by a unaaunou_s € After review , that in accordance`with Chapter 112F the partial demolition of the single family structure is not a t k preferably preserved significant:building. ^ In'accordance with Chapter,112=3 F;the Commission detemuned byla i nanimous>vote'thai the partial demolition of 1 the single family dwelling would not be detrimental to the.historical,cultural-or architectural heritage or resources'of the Town. ;;t - k 4 Approval was granteci'with the condition that`the chimney will remain in place unless and until:an application is k submitted to review its replacement or removal ^. NancyClark,Vi Uethik :; Date Bnan'Floreices Building ' } t i Commissioner E Quirk,Town Clerk 4 200.Main Strect,`H*uiis>MA 02601(p)508.862-4787.(0 508862 4784 367 Main Street,Hyannis,MA 02601(p)5084624678 0)508-862-4782 8k 19547 PS22 �11177 02-18-2005 of 03 : 24P aABLL 6[ASS � 167q. �fD MAC 6 C7 Town of Barnstable `r` Zoning Board of Appeals Decision and Notice N-) --.a Appeal 2005-010-Spring Special Permit- Section 4-4.3 2 Single-family Non-conforming Buildings or Structures r-✓ ( ) g Y g g To further extend an existing nonconforming porch into the required front yard setback p Summary: Granted with Conditions Petitioner: William J.and Micho F.Spring Property Address: 1035 Main Street,Cotuit,MA Assessor's Map/Parcel: Map 034,Parcel 018 Zoning: Residence F Zoning District Background&Review: C. The property at issue is a developed 0.37-acre corner parcel, fronting 79 feet on Main Street(Cotuit) and 196.41 feet on Piney Street. The parcel is developed with two structures. The principal structure is a two-� - story, five-bedroom dwelling of 2,207 sq.ft. that dates to 1925. The second out building is a detached one.S='-' story garage and cottage structure. The garage consists of 352 sq.ft. and the cottage is a one-bedroom,48( , sq.ft.unit. The out-building apparently dates to 1960. The applicant is seeking to extend an existing open porch that is intruding into the required 30 foot Tront yard setback on Piney Road. According to a 1989 survey plan,the existing porch is setback 21.98 feet at closest point to Piney Road and is 13.8 feet long. The proposed site plan submitted with the application shows that the new porch would be setback 18'-7"and would be 44'-4" in length. The new porch is to be an open one-story, 10-foot wide covered porch. EThe structure-is-within the na ional.designated-Cotuit'-Historic Dis-ffict and.is listed on the_Nation_al Register= f Historic Places1 s a"contributing structure"`to the character of the District Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on November 17, 2004. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened January 12, 2005, at which time the Board found to grant the appeal: Board Members deciding this appeal were Ralph Copeland, Sheila Geiler,Jeremy Gilmore, Gail Nightingale, and Acting Chairman Ron S. Jansson. Attorney Albert J. Schulz represented the applicants before the Board. The existing porch now infringes into the 30-foot required front yard setback on Piney Road by approximately 8 feet. He stated that the new porch would be situated 18-feel;, 7 inches from Piney Road and would extend the length of the dwelling some 44- feet,4-inches. The Board and Mr. Schulz noted that similar relief had previously been issued by the Board in 1993. Mr. Schulz cited the permit was never exercised and had lapsed. He also cited that the proposed expansion today is less than the prior expansion that was never implemented. Public comment was requested and no one spoke in favor or in opposition to the request. Findings of Fact: At the hearing of January 1232005,the Board unanimously made the following findings of fact: 1. William J. and Micho F. Spring have applied for a Special Permit 1nRes deuces. The applicantsr Section 4-4.3(2)Non- conforming Buildings or Structures Used as Single toTwo-Family ere timed front and setbacks established to further extend an existing nonconforming porch q Y b Piney Road. The property is located as shown on Assessor's Map 034, as Parcel 018 addressed Y The structure 1035 Main Street,Cotuit,MA in a Residence F Zoning District. 2. The structure in issue date to 1929 and predate the enactment of zoning foot setback on Piney Road by is non-conforming by virtue of its encroachment into the required 3 approximately 8-feet.The structure is a legal non-conforning structure. 3: The proposed alteration, as illustrated on plans submitted,will increasenon-confoiYnity non conform ty _ of the structure and that constitutes an in of the existing 4. Due to the nature of the improvements,the porch will not be enclosed and there will be no increase in living area. The proposed design is compatible with the architecture of oroposedintens fi will cation of enhancement to the existing architectural features of the struc p the open air porch will not be substantially more detrimental than the existing nonconforming porch, but rather an improvement of it. Decision: Base d on the findings of fact,a motion was duly made and seconded to grant the appeal with the following conditions: Addition of the orch shall be as presented to the Board and shall be constructed in and to the conformance to 1. Ad P the proposed plans entitl ``"Spring Residenced Site e Addition,on, 1035eMain Street Cotuit,MA"both drawn architectural plans, entitledp g by Ivan Bereznicki Associates,Inc., and initialed and dated by the Chairman. onto Pine Road from an portion of the structure shall not be less 2. The resulting front yard setbackY than 18 feet 7 inches. 3. No ortion of the covered porch shall be enclosed now or in the future and it shall remain open to the elements: 4. The parcel shall remain'as one and the two structures located on it shall not be divided into individual lots nor sold individually. 5. The addition shall comply with all requirements, if any of the Barnstable Historic Commission,and all requirements of the Building Division and the Health Division. The vote was as follows: more, Gail Nightingale,Ron S. Jansson AYE: Ralph Copeland, Sheila Geiler,Jeremy Gil NAY: None Ordered; Special Per mit 200540 is granted with conditions. This decision must be recorded at the RAegise 1 o Deeds for it to be in effect. The relief authorized by this decision must be exercised m one y PP - 2 decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty(20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Town Clerk. Ron S. ansso Acting Chairman Date Signed I,Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. r Signed and sealed this 6 day of D der. e a;ns/ar d penaltie * Linda Hutchenrider,Town CJr 3 Proof of Publication Tzm of 6ams¢5te f-m Board of.Appeal Nonce Public lf of eannQ Under The Zoning Ordinance January 12.20Da To ah persons irnerested in;or attested byy the Zoning Beard ot'4p peals under Section 11 at C?tapter 40A dt the General Laws of re Commonwealth'of:Massachusetts:and 0U.amendments thereto:you are hereby notified that 7;30 P M SDpng APpe�2005.010 Iliam J and;Mrcha F.Spring have apPltetl tor:;a Special Permrt under Se^lion 4-ti,3{2)_Hon con- ioriring 8udd;ngs:or Structures Used'as,$ingte ind•Two-Famrly.Resi- dences,Tne Tpplicants seek o tuRher extend an existing noncuh- fe t�irrg porch in-o the required irons yard setbacks:establrshad by f ney:55ireet>The property is'Itxated as'sho' on Assessor's Map art,as OBT661 018 acaiessed'1035 MarrSL effi 616L4 'dh in a aes; dense:F cams;pp Oistnct t):04 P,M.'S arDcard. UV.Appeal 2005.013 Miii:Ppnp,E§tatas Comprehensive Permh Appt cation Starboard.LLC,has app4ed for a Comprehensive Permh under;the General LawS of the Commoinvean,:ChipUT 408'Affordabie Hous ing'toatlow;tor;tfce construction of 11 single-tamily;detached dwell- ings oln individual tots to be located on 2.8 acres of land.Three of the ' units are to be sold as low and moderate income housing.The prop- arty prisiSl of iwo parcels is shown on Assessor's Map 166 as pat- r col 061 and Assessor's Map'143 as parcel 040.They area addressed 459 4nd.449 Old'IAW Road,Osterville,:MA and are located;'in a Resi- dence C Zoninp;Distrtit These I'tiplic.Heanngs wili.be held al=the'j amstable Town,Hall, 367:Mam Street;,Hyannis.:MA,Hearing.Room,`2nd:Flaur;Wednes- day,Jarwary 12;2005.Plans and applications may be reviewed at the:Planning Division;Zoning Board;of Appeals Office,iown.0ttices. I 200 Main Street;Hyannis,MA. Daniel M Creedon Ill Chairman Zoning 8Wa of Appeals 12"23t04 11�'03 Abutters within 300' of Map 034 Parcel 018 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on December 14,2004. Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 1034013 WING,RUSSELL M ]%gDWARDS&ANGELL LLP 10i FEDERAL 1BOSTON MA 02110 USA ST 034015 SIMPSON,WILLIAM H&JUDITH A 2532 YORK IPA 117404 JUSA HEPPLEWHITE DR 034016 LEAHY,RICHARD C&ANN P 2133 BEACH JANNAPOLIS JMD 121403 JUSA VILLAGE CT#2L nn ✓034017 CRAWFORD,EDWARD C PO BOX 634 COTUIT MA �02611 JUSA 11 034018 SPRING,WILLIAM J&MICHO F 1035 MAIN COTUIT IMA �02635 JUSA STREET O J 034019 KNIGHT,ROBERT T& KNIGHT,ELIZABETH V 386 LONGHILL ISPRINCFIELD MA �01108 USA IST J .034020001 IMAHONEY,LAWRENCE®INA 43 PINEY RD COTUIT MA 02635 USA ✓ 1034020002 JALESBURY;DEBRA SCHULTHEISS IDEBRA SCHULTHEISS ALESBURY TR�41 PINEY RD COTUIT MA 102635 TR 034021 GREER,BRIAN& %BURGESS,GEORGIE D P O BOX 373 159 PINEY RD COTUIT IMA �026315 034023 CHASE,DAVID W&JOAN W TR THE 1019 MAIN ST RLTY TRUST P O BOX 1665 COTUIT MA, �02635 USA 034024 LAWRENCE,BARBARA B J%SMITH,LINDA B 14051 CHELSEA _ LAKE OSWEGO OR 197035 JUSA DR y 26 INORTHAMPTON MA 01060 USA HRI T PHER ET ALS C/O THOMSON J S&DAVID S 1034025 ITHOMSON,C S O WASHINGTON AVE 034026 CUNNINGS,CHRIS R 51 HOLLAND BROOKLINE MA 102445 USA �..�� �RD 034038 MASSACHUSETTS AUDUBON SOC 150 GREAT LINCOLN MA �01773 USA ROAD 034039 CRUMMEY,STEPHEN J& 100 PINCKNEY BOSTON MA �02114 IMARGARET V ST �034040 JKNISS,RICHARD&ELIZABETH H KNISS FAMILY 96 RLTY TRUST 1985 COWPER PALO ALTO CA 194301 JUSA TR IST / ri-4"YDEN,ROBERT F JR ETAL TRS 1-/.HAYDEN,ROBERT F JR ETAL TRS HAYDEN REAL PO BOX 496 COTUIT IMA 102635 USA ESTATE TRUST Monday,December 20,2004 Page I of 2 Address 2 City State Zip Country Mappar Ownerl Owner2 Address 1 034056 TOBOJKA,CAROL W TR C/O WILGUS,CAROL 30 OCEAN COTUIT IMA 102635 ` VIEW AVE 034017 KNISS,RICHARD&ELIZABETH TR KNISS FAMILY 96 RLTY TRUST 1985 COWPER PALO ALTO CA 94301 USA IST / 034059 EDGAR,ALICE E TR %EDGAR,JAMES PO BOX 552 COTUIT MA 02635 USA V / 034061 IHICKMAN,PETER&MARION T %HICKMAN,PETER&MARION TRS jP0 BOX 528 COTUIT MA. 02635 USA 10 1 =0 OD Z co W r ` m GD O^ V W .� C> m m v . cry Page 2 of 2 Monday,December 20,2004 Town of Barnstable, MA Page 161 of 209 (a) If the proposed new dwelling does not comply with Subsection H(1)(a)above,then the proposed yard setbacks must be equal to or greater than the yard setbacks of the existing building;and [Amended 2-17-2005 by Order No.2005-058] (b) All the criteria in Subsection H(1)(b)[i],[2] and [3] above are met. (c) The proposed new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling. (d) This section shall only apply to Subsection H(2)to the extent that the proposed demolition and rebuilding cannot satisfy the criteria established in Subsection H(1) above and shall not be available for relief from any of the other provisions of Subsection H(2). [Added 5-7-2009 by Order No.2009-099] [1] Editor's Note:This order also redesignated former Subsection H(2)as Subsection H(3). § 240-92. Nonconforming buildings or structures used as single- and two-family residences. A preexisting nonconforming building or structure that is used as a single-or two-family residence may be physically altered or expanded only as follows: A. As of right. If the Building Commissioner finds that: (1) The proposed physical alteration or expansion does not in any way encroach into the setbacks in effect at the time of construction,provided that encroachments into a ten-foot rear or side yard setback and twenty-foot front yard setback shall be deemed to create an intensification requiring a special permit under Subsection B below;and (2) The proposed alteration or expansion conforms to the current height limitations of this chapter.rf- B..7- special ecialpermit.If the proposed alteration or,expansion cannot satisfythe criteria establishedrin SubsectionA above,the Zornng Board of,Appeals may allow the expansion iali'permit,, Provided that the proposed alteration:or expansion will not be substantially more detrimental to _ . thetneighborhood than the existing.buildingOr,structure� § 240-93. Nonconforming buildings or structures not used as single- or two-family dwellings. A. As of right. (1) The normal and customary repair and maintenance of a preexisting nonconforming building or structure not used as a single or two-family dwelling is permitted as of right. (2) The alteration and expansion of a preexisting nonconforming building or structure,housing a conforming use,is permitted as of right,provided that the alteration or expansion does not increase or intensify the degree of the preexisting nonconformity of the building or.structure, and that the alteration or expansion conforms in all other respects with all applicable requirements of this chapter. B. http://ecode360.com/print/BA2043?guid=6558130&children=true 5/16/2016 DEED REF: 35121311 4s� l.P. S 28• l5' 04" I�/ (fnd) ,N�, 92.05 (fad) 19.5 .2 /6046 ' r� DEED REF 25051319 rZi Qi 6.3 x N Q 22 C7,vt q CL�A YTON H. CLA WFORD 7 w •. :DEED REF: 10311237 N • 16' 21" W 7 0� 8939 C,Bi (T0 C.B.. B,� SET1. BE SETJ h PLAN REFERENCES - 32.57'-"—Cn ASS. MAP .)4 LOT ie N N N 10 L. C. 1112To � p_lT8/ ti N 6' \0to 273171 �► 3811.7 17.97 ,�► 4,7 ' 131/95 - t ti LOT l v� N 4 s v a a 03/09/2016 08:27 (TOWN OF BARNSTABLE COylebPURCHASE ORDER LIQUIDATION/RECEIVING REPORT CLERK: Coyleb BATCH: 5717 QUANTITY PREVIOUS CURE PO LN VENDOR ORDERED RECVD/CANC RECEI 16005712 001 FORD—DIAMOND ELECTRI 225.00 0.00 0? i - The Town of Barnstable EA . Department of Health Safety and En��ironmentaI Services + Building Division 367 Main Street,Hyannis MA 02601 i Ogee: 508 790-6227 Ralph{ Fax 508-775-3344 Bwkling Commissioner i For office use only Permit no. I Date f AFFMAVIT 'HOME DUPROVEMENT GONTRAtvTOR.LAW SUPPLEMENT TO PERNUT APPLIOAT[ON MGL C. 142A requires that the"reconstruction,alterations,renovatioq repair,moderaixation,oonvetsian. I improvement, removal, demolition, or consavctiou of art addition to any pre-ods ing owner ooatp+od building containing at least one but not more than four dwelling units or to structures wbiClt ste adjacem to such residence or building be done by registered Coutradors,with octtain=T6otis,along with other rogairrinents. Type of Work. -"Al Gl bl/` ESL Cost I Address of Work: Owner Name: [ChLO SP)eZA(6 i Date ofPerrnit Application: I her+eb•c nifv that: Registration is r1ot tegWred for the following rrason(s): iWork excluded by law --I)b under S 1,000 Building not cwnar-occupicd Owlvx Pin o"Im pmud j Notice is hereby gi-.en that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE ROME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the oN;mer. j Date Contractor nacre Registration No. OR Date Owner's name • I µY Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\Spring.rck PROJECT TITLE: Spring Home CITY: Cotuit STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) WINDOW/WALL RATIO: 0.09 DATE: 01/30/06 DATE OF PLANS: 01-06-06 PROJECT DESCRIPTION: Spring Renovation DESIGNER/CONTRACTOR: Lagadinos Building and Design Inc. } COMPLIANCE: Passes Maximum UA=88 Your Home UA=74 15.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door P rim r R-Value R-Value U Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 217 13.0 0.0 15 Wall 1: Wood Frame, 16"o.c. 576 19.0 0.0 32 Window 1: Vinyl Frame:Double Pane with Low-E 30 0.340 10 Door 1: Glass 20 0.340 7 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 217 19.0 0.0 10 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.6 Release 1 (formerly MECchecl and to comply with the mandatory requirements listed in the REScheckInspection Checklist. The heating load for this building,and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. i Builder/Designer Date Board of Building Regulations and Standards License or registration valid for individul use only HOME IMRROVEMENT CONTRACTOR before the expiration date. If found return to: Registr t 04804 Board of Building Regulations and Standards /15/2006 One Ashburton Place Rm 1301 T �x�b Boston,Ma.02108 yp ti.ateCorporation LAGADINOS BUI DN.,& SI I`ici olas Lagadin0s �- 13 Thankful Lane Cotuit,MA 02635 Administrator r Not va' it ut signature - r i> 3' }:i i ;f� , �* ' ✓/ae -�amm o�../�aaaac�ivaP,lta � .,t R BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR NumbeElGS 0..12653 ExpiAes7t76G2007 Tr.no: 316.0 II ' ( —� i Restq �W a' NICHOLAS A LAAh? fOS �JJ �f 13 THANKFUL LAND COTUIT MA 02635 jJ Commissioner ,. fi4 -IV - j I . oFTME r Town of Barnstable ti Regulatory Services * an MASS. Thomas F.Geiler,Director Mass. 9 i63� ,fig' %639. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 � i Property Owner Must I ' Complete and Sign This Section If Using A Builder i i � f I� iy11CIt� Sl����l�S j I , as Owner of the subject property hereby G authorize ET to act on my behalf, in all matters relative to work authorized by this building permit application for: Sr I (Address of Job) i 1 D Co j Signature of er 41Date I ij I Print Name jl i i QTORMS:OWNERPERMISSION e. 5. �THE Town of Barnstable *permit# of 0 Expires 6 monthsfrom issue date Regulatory Services F e MARS r ,b34 a� Richard V.Scali ec Interim Dirk' pa 302015 Building Division ° TOWN OF SARNSTASLE'om Perry,CBO,Building Commissioner ' 200 Main Street,Hyannis,MA 02601... www.town.barnstable.ma.us I Office: 50&862403 8 ,Fax:508-790-6230 EXPRESS PERMIT-APPLICATION = •RE IA SIDENTL ONLY ti, ' Not Valid without Red X-Press Imprint Map/parcel Number i Property Address /U 3 f /y fl-i'tj 51 — C p _w j /YI/¢ VResidential Value of Work$ f ) 31. J-7 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address r; Contractor's Name C A PL p . Al/- k./� Tele hone Number M1 • . r p �0S`39B=lob/ `Home Improvement Contractor License#(if applicable) Email:. Construction Supervisor's License#(if applicable) 17 2(Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name_ ��Lj�.%I�� -�'�1 / 1 y /� r A ,/ Workman's Comp.Policy# ���t �r'� ��`�' 3 �c �%7 , Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) - Re-roof hurricane nailed (stripping old shin les All con x{ )( .;PP.mg g. ) '{ construction debris will be taken to . , ❑Re-roof(hurricane nailed),(not stripping. Going over existing layers of roof) s ❑ Re-side ❑ Replacement Windows/doors/sliders:U-Value ° (maximum.35)#of windows ' #of doors: +tom Smoke/Carbon Monoxide detectors 4Pfioor plans marked with red S and inspections required. Separate Electrical&Fire Permits required..' x *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note:. Property Ownei,must sign Property Owner Letter of Permission: A co y of the Home Improvemen#Contractors License&Construction Supervisors License is re fired. SIGNATURE:, T:\KEVIN_D\Building Changes\EXPRESS PERMIT\EXPRESS.doc Revised 061313 K , f The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia - Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual)- CAPE COD ALARM CO., INC. Address: 204 OLD TOWNHOUSE ROAD T City/State/Zip:WEST YARMOUTH, MA 02673 -phone#: (508) 398-6316 Are you an employer?Check the appropriate box: I 1. ✓0 I am'a employer with 30 4. ❑ I am a general contractor and I Type of project(required): * have hired the sub-contractors 6. El New construction employees(full and/or part-time). I 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. [].Remodeling shipand have no employees These sub-contractors have ' 8. ❑Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.# 9. ❑ Building addition required.] 5. ❑ We are a corporation and its 10.❑ Electrij al repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.0 Roof re airs insurance required-.]t c. 152, §1(4),and we have no ��y r �`, employees. [No workers' 13. Other�J./I��j S z e6.75 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. TContractors 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 th policy and job site information. Insurance Company Name:Associated Employers Ins., Co. Policy#or Self-ins.Lic.#: WCC50064330120.14A Expiration Date: September 1,2015 Job SiteAddress: .10 3 IVj&I t,( �7� — a y%� Nt�City/State/Zip: 0 (..,TJ, 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 under the pains and penalties of p rjury that the information provided above is tr �e and correct. Si ature: / �/�✓ Date: Phone#: 'Tog �Sgk+ 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#: I WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY ' INFORMATION PAGE Associated Employers Insurance Company 54 Third Avenue Bu rlington,ton Mass achusetts usett s01 80 3_ 097 0 - (800) 876-2765 NCCI NO 40959 POLICY NO. WCC-500-5006433-2014A PRIOR NO. WCC-500-5006433-2013A ITEM 1. The Insured: Cape Cod Alarm Co Inc . DBA: Mailing address: Attn:Gene Cormier FEIN:**-***3528 204 Old Townhouse Road West Yarmouth,MA 02673 Legal Entity Type: Corporation Other workplaces not shown above: See Location 2. The policy period is from 09/01/2014 to 09/01/2015 12:01 a.m.standard time at the insured's mailing address.. 3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B., Employers'Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of liability under Part Two are: Bodily Injury by Accident $ 1,000,000 each accident Bodily Injury by Disease $ 1,000,000 policy limit Bodily Injury by Disease $ 1,000,000 each employee C. ,Other States Insurance: Coverage Replaced by Endorsement WC 20 03 06 B D. This Policy includes these Endorsements and Schedules: SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required below is subject to verification.and change by audit. Classifications Premium Basis Rates Code Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium INTEA 184628 INTER SE CLASS CODE SCHEDU E Minimum Premium $378 Total Estimated Annual Premium GOV GOV Deposit Premium STATE CLASS MA 8901 MA Assessment Chg. This policy,including all endorsements, is hereby countersigned b g y � 07/08/2014 Authorized Signature Date Service Office: °Rogers&Gray Insurance Agency Inc 4 Third Avenue 9 y duriington MA 01803 434 Route 134 South Dennis,MA 02660 WC 00 00 01 A(7-11) . Includes copyrighted material of the National Council on Compensation Insu used with its permission. rance, CAPECOD-54 DEATON DATE(MMIDD/YYYY) �- CERTIFICATE OF LIABILITY INSURANCE 1E/2v2o1a THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFI RMATIVELY Y OR NEG ATIVELY .AMEND, EXTEND OR,ALTER THE COVERAGE AFFO RDED 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 mayrequire.an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER.;:.' NAME: Ann Pell,CIC,CISR„ - Rogers&Gray Insurance Agency,Inc. PHONE 434 Rte 134 A/c No Ext: . 1 AIC No:(877)818-2156 South Dennis,MA 02660 E-MAIL a ell ro ers ra corn ADDRESS: P @ g g y ' INSURER(S)AFFORDING COVERAGE .- NAIC# INSURER A:Scottsdale Insurance Company INSURED - - INSURERB:Arbella Indemnity Insurance - - ` Cape Cod Alarm Co Inc. INSURER C:Associated Employers Insurance Co.' 11104 204 Old Townhouse Road INSURER D West Yarmouth,MA 02673 INSURER E: " 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 CONTRACTOR OTHER.D000MENT 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 - ADDL BR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IN 9111 VfVn POLICY NUMBER MMIDDIYYYY1 (MMIDD/YYYYI LIMITS A "X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE D�]OCCUR CPS2021103 09/01/2014 09/01/2015 DAMAGE 10,PREMISES RENT occurrence) $ 50,000 MED EXP(Any one person)" $. 5,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2000,00 POLICY� P O ❑LOC PRODUCTS-COMPIOPAGG -$ 2,000,00 OTHER: $ -AUTOMOBILE LIABILITY - ' 4 COMBINED SINGLE LIMIT - f Ea accident B . ANY AUTO 1020005044 09/01/2014 09/01/2015 BODILY INJURY(Per person); $ ALL OWNED X SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ 1,000,00 NON-OWNED X HIREDAUTOS X AUTOS PROPERTY DAMAGE $ Per accident UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 3,000,00 A X EXCESSLIAB CLAIMS-MADE XLS0094406 09/01/2014 09/01/2016 AGGREGATE $ 3,000,00 DED X RETENTION$ 'O ,: - _ WORKERS COMPENSATION - _ AND EMPLOYERS'LIABILITY - - X STA PERTUTE "EORH C ANY PROPRIETORIPARTNER/EXECUTIVE YIN CC5006433012014A 09/01/2014 09/01/2015 E.L,EACHACCIDENT $ w 1,000;00 OFFICER/MEMBER EXCLUDED? N❑ NIA - . (Mandatory In and E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under - - - - - - - -.DESCRIPTION OF OPERATIONS below - . 1 E.L.DISEASE-POLICY LIMIT" $ 1,000,000- DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached.if more space Is required)` - Installation and monitoring of security systems Certificate holder is provided additional insured status�with respect to gene ral.liability when required in a written contract or agreement CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE"ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION, DATE THEREOF,. NOTICE WILL BE DELIVERED IN Wiring Inspector ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main St Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD f AMP- 1�ffi . r, ® C= A F olld,®ThBEDAi8E3 ® ationscongAll Perfor IMAM— "tUU70. M l ®I YV�� 4u ET TT ' — - i iVONWEAMTh FF E ELE:CTRLC'IA�}S o , BOAF Or, I5SUE5 THE EOLLOWI'NG" fFC-0 SE AS' LECtfFtI CI ANS A IEGIST�REb SYSTEM CflIV1R,gG70 � 15SUE5 THE FOLLOWING'E �� 1 CENSE q 1z RED I STET ED Y51 EM TE CHN 1 C 10 n �. 4 W CAPE COb ALARM CO INC 3 !; GENE A GBRMIER v4 +. , GfNE A CORMIER k �a JP 204 OLD TOWNHOUS f :RB � L t V g F E 1. N 'SYARMOUTH 53 � - f 'Il uvCommonwealth of Massachusetts Department of Public Safety ' kcurih tit'ctem.v-S-l.iernsc ` Licenser SSCO-000248 GENE CORMIEg 204 OLD TO WNHOUSETitD W YARMOUTH MA f 0 'it Commissioner Expiration: 11/07/2016 . *11MA M, SERVI.dnq And MORITORinG-Of StECuRiry, HIRE, AW CCTV Sys> ms (308) 398-6316 * (800) 168-5300 FAM Ofl`C E (Y04 398.56661 1Fmv. C>Emmd STA-11 (50S)7'60-2012 NA Ucm W IY92C Cape Cod Alarm Co. Inc. Systems Contractor License#1592C r All employees bonded and insured 204 Old Townhouse Road PrAtACtlAo1 System West Yarmouth, MA 02673 www,capecodalarrn.com • roposal Telephone: 1(S00)46>3rS300 Fax: 1(5013)39>$-5666 S- � �"�a.. Email:info@capecodalarm.com ` Client Information � NIA U�' i MICRO SPRING 1035 MAIN STREET Proposal Number 3909 COTUIT MA 02635 Date 12/3/2014 Phone 1(617)817-1463 Ext. Account Rep. S054 Bob Serino MSPRINGCa1WEBERSHANDWICK.COM Qty Description Unit Price Total ( ) Remove Old Dictograph Panel And Wires In Basement Access to basement thru back porch flooring Sub Total + Total This Proposal Please print name here Please sign name here Date Approved I have read the monitoring agreement that is attached to this proposal,and my signature accepting this proposal also constitutes my acceptance of the terms and conditions of the monitoring agreement. Cape Cod Alarm is Cape Cod's only locally owned and operated U.L.Listed Central Station. Proposal www,CapeCodA/arm,com -`1 Systems Contractor License#1592C Cape Cod Alarm Co. m , Irlc. All employees bonded and insured tA 204 Old Townhouse Road Protection System West Yarmouth, MA 02673 Proposal www.ca ecodalarm.com p Telephone: 1(800)468-8300 Fax: 1(508)398-5666 ` . � Email:info@capecodalarm.com Client InformationXFPX SI Ekl!!gR bra+'^ra MICHO SPRING J 1035 MAIN STREET Proposal Number 3909 COTUIT MA 02635 Date. 12/3/2014 Phone 1(617)817-1463 EXt, Account Rep. S054 Bob Serino MSPRINGCa�WEBERSHANDWICK COM *Proposal For Wireless Smoke Smoke Detectors (Supplementary) For Monitoring Only* QtY Description Unit Price Total 1 DSC Impassa Control Panel with Battery Backup mom 1 English Keypad $0.00 $0.00 ( ) Back Door 4 Smoke Detectors, Wireless (Supplementary) For Monitoring Only 11111111111111111110 ( ) Basement ( ) 1st Floor Bottom Of Stairs ( ) 2nd Floor Hall By Bedrooms ( ) 3rd Floor Top Of Stairs 1 AES Wireless Radio for Signal Transmission $0.00 $0.00 (One-time Installation Fee for Leased Device) 1 Monitoring: $0.00 $0.00 Monitoring Via Wireless Radio = Per Month Auto-billed to Credit Card OR Per Month (Billed Quarterly or Annually) OR *Monitoring Fee Not Included in Proposal Total 1 Indoor Siren, wireless $0.00 $0.00. 1 Lawn Sign and Window Decal Package $0.00 $0.00 1 Electrical Permit(included in proposal) mom 1 Fire Permit(included in proposal) A 1 Building Permit(included in proposal) 1 Mass State Ta>�(included in proposal) 1 Billing Address; $0.00 $0.00 Micho Spring 65 Commonwealth Ave Boston, Ma 02116 1 Scheduling Department: $0.00 $0.00 Contact: Mico Sprinq (617) 817-1463 1 Tech Notes; $0.00 $0.00 ropo�a wwW.CapeCo A arm.com Aj dd r M 9 �✓i re �es5 �7mo/fe LMe!crar_3� oN ��C3Ti N� .Y n .. .. _rp r %t d�tf y add. r 1/ f ---- - _:_._ .... -.. r - ----- O > � a l�thr to ROc-Tr Add D -eN SMOKE DETECTORS REVIEWED T LE BUILDING DEPT. DATE . -� 3°l� - A— d d LL- FIRE DEPARTMENT DATE S ..BOTH SIGNATURES AFZ!k_gUfRaD FOR PER911TINO rr / i : is ;.N - ` -- — ---- - -- — -. ! �e r{/'ate. l3gTer.y . . a .._.. ._. __ --- —--.. s - —----------- _ t'. peN —t. I3Arf�r�� r tt Town of Barnstable *Permit# - O511-73 Expires-6 months from issue da e M : Regulatory Services Feed b MASS $ Thomas F. Geiler, Director Building Division -PRESS PERMIT Tom Perry,CBO, Building Commissioner 200 Main Street Hyannis,ILIA 02601 AUG 3 ® 2007 www.town.bamstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 TOWN OF BARNSTABLE EXPRESS PERMIT APPLICATION - RESIDENTIAL. ONLY Not Valid without Red X-Press Imprint Map/Parcel Number 034 018 Property Address 1035 Main St.Cotuit,MA 02635 ®Residential Value of Work $6,000.00 Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address Micho and Bill Spring 1035 Main St.Cotuit,MA 02635 Contractor's Name La adinos Building and Design Inc. 508-428-4097 g g gn Telephone Number Home Improvement Contractor License#(if applicable) 104804 Construction Supervisor's License#(if applicable) 012653 ®Workman's Compensation Insurance Check one: I am a sole Proprietor am the Homeowner have Worker's Compensation insurance Insurance Company Name AIG Workman's Comp. Policy# 7483541 Copy of Insurance Compliance Certificate must be on fide. Permit Request(check box) ® Re-roof(stripping old shingles)All construction debris will be taken toCasella Waste Sandwich ❑Re-roof(not stripping. Going over existing layers of roof) Re-side . El Replacement Windows.U-Value (maximum.44)go r S11n,1r, *Where required:Issuance of this p it does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. * * of P I rty ner must sign Property Owner Letter.�of P missl o�s;Z _ e Improve ent License is require SIGNATURE: i The Town of B a rnstable ' Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: SOS 79"227 Ralph C mmft Fax 5N8 775 3344 Building Commissioner For office use only P=dt no. Date AFFMAVII` ROME UOROVEMENT CONTItAChOR LAW SUPPLEMENT TO MRMIT APPLICATION MGL c.142A requires that the"neoonstrudion.altentioas,notion.fir►modernization,aonyerdTM improvement, =om. demolition, or constr%zliou of an addition to gny pr+e-pdsaug owner oeatpiod building containing at least one but not more than four dwelling units or to=UCWM wbidt are ad3a= to suds residettae or building be done by registemd convadoM with certain ewcp6ons,along with cam Type of wQrk:__�&- Est.cost Address of Work: 0 f�jc! p 0w•tierNamc: Nfe(llo &, n 4 Date of Permit Application: _ ��e 7 I hereby certify that: Registration is not required for the following mmn(s): Work excluded by law Job under$1,000 Building not ow=_oxVW Oc�ner pulling oartt peMtit Notice is heneBy given that: OWNERS PULLING THEIR OWN PERIWT OR DEALING WTTA UNREGISTERED CONTRACTORS FOR APPLICABI E HOME IMPROVEMENT WORK, DO NOT HAVE ACCESS To TfIE ARBCIRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I herebN.apply for a permit as the agent of the owner: Datc Contractor name Registration No. OR Date Owner's Warne ~ r ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations i 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information - Please Print Legibly Name (Business/Organization/Individual): (W , Address: City/State/Zip: Phone#: -7 Are you an employer?Check the appropriate box: Type of project(required): 1.A I am a employer with_ 4, ❑ I am a general contractor and I 6. New construction employees(full and/or part L-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• ❑ Building addition [No workers' comp.insurance 5• ❑ We are a corporation and its required.] -officers have exercised their 10.0 Electrical repairs or additions 3.0 .I am a homeowner doing all work right of.exemption per MGL 11.7 Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no ` insurance required.] t _ employees. 12.( Roof repairs q ] [No workers' comp..insurance required.]- 13:❑Other •Any-applicant that checks box#1 must also.fill out the section belowshowing their workers'wmpensadon policX.information.. t Homeowners who submit this.affidavit indicating they are doing all work and-then hire outside contractors must submit a new affidavit indicatingsuch. `. �Cgntractors that checlethis box must attached an additionalslieet showing the name of the sub-contractors and t}ie"u workers'comp:policy information. I am an employer that u provtdmg workers'compensation insurance for my employees Below is the policy and job site information.:.. Insurance Company Name: r1W1M CCILn Policy#or Self-ins. Lic. Expiration Date: l e Job Site Address: Z�SS City/State/Zip:_%Y//�flff�} /JZ 3C 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 S 1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of STOP WORK ORDER and a fine of up to S250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investi��ations of the DIA for insurance coverage verification. I d he certify and the a' , and penalties of perjury that the information provided above is true and correct 0001( Si'*natur . 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 5.Plumbing Inspector 6, Other Contact Person: Phone#: I - i �� �..�aaaczc�euoe� Board of Building Regulations and Standards Construction Supervisor License License: CS 12653 s "` Expjr`.ation 7/16%2009 Tr# 15610 Restriction 00� �i NICHOLAS A LAGADINOS , 13 THANKFUL LANE,-.,, ._.::,_.:.•,'�--�— �`' COTUIT,MA 02635 Commis sioner i Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Reg istrat oh '104804 Board of Building Regulations and Standards Expiratiori ;_71`5/2008 One Ashburton Place Rm 1301 Type Pavate Corporation Boston,Ma.02108 LAGADINOS BUILDING'&'.DE:SIGN,;;INC Nicholas Lagadinos,,::, 13 Thankful Lane Cotuit, MA 02635 Deputy Administrator Not vali i tou signa ure M i °F. Town of Barnstable Regulatory Services * BARNSrABM s v MASS. $ Thomas F.Geiler,Director 1639. �0 ABED 39 6 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder L 1 GLLo s , as Owner of the subject property VJ hereby authorize l\)I LY-N L 4CO'4 9 t pyr�; to act on my behalf, in all matters relative to work authorized by this building permit application for: b (Address of Job) �-�8-0'7 ignature of Owner Date &CLI2 �/e A 1,2(.z Print Name Q:FORM&OWNERPERMISSION 04/25/0.7 SPED 11:06 FAX 1 508 420 5406 LEONARD INSURANCE AGENCY 002/002 ACD,t��M CERTIFICATE OF LIABILITY INSURANCE DATE(MI/O200 7 PRODUCER (508)428-69z1 FAX (508)420-5404 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Leonard Insurance Agency Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 7 Wianno Avenue HOLDER.THIS CERTIFICATE DOE$NOT AMEND,EXTEND OR P 0 Box 494 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Ostervil l e, MA 02655 INSURERS AFFORDING COVERAGE NAIC# INSURED Lag lnos Budding & Design. Inc. INSURERA. National Grange Mutual Ins Co, 147$8 13 Thankful Lane INsuRERs: PIG X5Bp09 Cotuit, MA 02635 INSURER G: INSURER D: E., ' COVERAGES INSURER E ANY THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING MAY PERTAIN,THE IN INSURANCE AFFORDED BY H TERM OR CONDITION OF ANY CIES DESCRIBED HEREIN IS SUBJECT TOCT OR OTHER DOCUMENT WITH PALL,THE ECT TO TE MS.EXCLUSIOIrH THIS NS AND CONDITIFICATE MAY BE ONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS_ INSR D' TYPE OF INSURANCE POLICY EF ECTI—DATE POLICY S087460 01/01/2007 02/01/2008 EACH OCCURRENCE s 1 p00,00 X COMMERCIAL GENERAL UARILGY DAMAGE TO RENTED g - 500,000 CLAIMS MADE OCCUR a MED EXP(Any one pemn) $ 10.000 t PERSONAL&AOV INJURY S 1,000 000 GENERAL AGGREGATE S 2,000.000 OEML AGGREGATE LIMB AppLl@8 per; PRODUCTS-CDMP/0P AGG S Z OOO,OOO POLICY JECT LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ (Ea accident) ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY S (Per person) HIRED Avros NON-OWNEDAUCOS BODILY INJURY S (Par accldenU PROPERTY DAMAGE S (Per secidenr) GARAGE LIABILITY ANY AUTO AUTO ONLY-EA ACCIDENT S OTHERTHAN EA AM S AUTO ONLY: AGG S EXCE331UM8RELLgLIABILIiY EACH OCCURRENCE S D OCCUR CLAIMS MADE AGOREGATE S DEDUCTIBLE S RETENTION S s WORKERS COMPENSATION AND WC8934483 0171DZ/2007 Ol/02/2Q08 WC ATu- OTH_ EMPLOYERS•LIABILITY WR B OFFICRER/MEEMMBBERR�UDE�DT_EOUT1Yf_ EL EACH ACCIDENT s 500,000 OTHERIIyes describe under EL,DISEASE-EA EmPLOYE1 S 500 000 OTHER L PROVISIONS hclpyy EL DISEASE•POLICY LIMIT S 500,00 OEy*CTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS 1 Wier on Cape Cod. CERTIFICATE HOLDER CANCELLATION_ SHOULD ANY OF THE ABOyE DE50RIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF.THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Town of Barnstable BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 200 Main St. OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Hyannis, MA 02601 AUTHORI2EDREPRESENTATIVE Stace Sear ACORD 25(2001I08) FAX: (50$)428-7709 QACO D CORPORATION 1888 2 Town of Barnstable TOWN CT K P, Zoning Board of Appeals 8 A R NE3 ,t, =;.,r MASS. variance 7 JULUL Decision and Notice 92 29 P 3 *9 summary Appeal No. 1992-37 Applicant: Carol A. Bishop Address: 23 Curtis Street, Scituate, MA 02066 Property Location: 1035 Main Street,—Cotuit,_MA 02635.' Assessors Map/Parcel: �0.34.%0-18 Zoning: RF - Residential F District Property owner: Cathleen A. Griffing & Carol A. Bishop Applicants Request: variance - Section 3-1.4(5) Bulk Regulations, Minimum Lot Area and Yard Setback Requirements and 4-4 Non Conforming (Number of Permited Principal Dwellings on a Lot) Activity Request: To permit an existing lot, with two residential structures located on it, to be divided and .to grant a variance to the minimum side and rear yard setback requirements for the district to allow for the structures as they now exist. Procedural Provisions: section 5-3.2(3) variances, in accordance with MGL, Chapter 81L Background: f This decision concerns the petition submitted by Carol A. Bishop to the Zoning Board of Appeals for a Variance to allow for the division of a 17,415 sq.ft. lot into two new lots. The lot presently is developed with two detached residential structures, a "front house" and a cottage. The lot fronts on to Main Street and Piney Road in Cotuit. Neither of the proposed two lots will meet the required minimum area for the district of one acre. Also, -the cottage structure does not meet the 15 foot minimum rear and side yard setbacks for the RF Zoning District. The applicant is seeking to divide the lot into two (2) lots each of which is to contain one of the structures. The division proposed is in pursuant to MGL Chapter 81 L and is to be in accordance with Approval Not Required Plan (ANR) titled "Plan of Land Located in Cotuit, Barnstable Prepared for Robert Brayton & Squire Junger The plan was endorsed by the Planning Board on June 19, 1989. Procedural Summary: The application was filed in the office of the Town Clerk and at the Zoning Board of Appeals office on May 22, 1992. A public hearing, duly noticed under Decision and Notice Appeal No. 1992-37 M.G.L. Chapter 40-A, was opened on June 11, 1992, and continued to July 23 to allow the Board to view the property. The public hearing was closed on June 11 and a decision rendered on July 23, 1992. The Hearings were held in the First Floor Conference Room of the School Administration Building. The petition was heard by Board Members; Gail Nightingale, Richard Boy, Luke Lally, Gene Burman, Wayne Brown and Chairman, Dexter Bliss. Attorney Michael Ford represented Carol A. Bishops appeal before the Board. and explained the background history of the property, citing that both dwellings existed prior to the enactment of Subdivision Control within the town (1962) . He submitted a "Memorandum for Variance Carol A. Bishop" to the Board summarizing the relief sought and facts related to the property. Attorney Ford explained the division of the land into two lots, one containing the Main House has 9,938 sq.ft., the other containing the cottage has 7,477 sq.ft. The Main house dates to the 1920`s and the cottage is known to predate 1960. Each of the structures is to have its own septic system and will be separated in utility services. The petitioner hopes to convey the Main House to another party and to retain the cottage. The cottage will have interior renovations to improve it for living purposes. The footprint and height are not to be altered or expanded. Attorney Ford cited that the existing structure constitutes the conditions required under MGL Chapter 40A, section 10 in that they exist in the present configuration and location. The public was invited to speak. Jane-Yomanamas spoke in opposition,- and a letter from Robert Knight, also in opposition was read. No one spoke in favor of the petition. The Board closed the public hearing and determined it would be beneficial to view the property to determine the compatibility of the division with the surrounding neighborhood. At the meeting of July 23, 1992, the Board reviewed the appeal and discussed the request, posing questions of Attorney Ford on the justification for the Variance and the minimum lot area. Finding of Fact: Based upon the evidence submitted and testimony given, at the public hearing of June 11 and July 23, 1992, the Zoning Board of Appeals unanimously finds, as follows. 1. The two lots were created in June of 1989 as a result of an ANR plan endorsed by the Barnstable Planning Board under the 81-L exemption of MGL Chapter 41 Section 81-P. 2. Prior to the ANR endorsement, two separate dwelling structures existed on the one lot and each structure existed prior to the enactment of Subdivision Control Law (1962) and have continued in use for residential purposes. Decision and Notice Appeal No: 1992-37 3. Lot 1 contains the Main House of approximately 2,700 sq.ft. and dates to the 19201s. Lot 2 contains the cottage dwelling of approximately 900 sq.ft. and predates the 19601s. 4. All necessary permits have been applied for and granted as related to the division of the lots and structures located thereon. 4. In granting the relief sought, it would not be in derogation of the spirit and intent of the Zoning ordinance, nor would it be detrimental to the neighborhood affected. Conclusion: Accordingly based upon the findings, a motion was duly made and seconded that; Appeal No 1992-37 be granted a Variance in accordance with Section 3-1.4(5) Bulk Regulations as sought. The vote was as follows: Aye: Gail Nightingale, Richard Boy, Luke Lally, Gene Burman, Wayne Brown and - chairman, Dexter Bliss Nay: None Order: Appeal No 1992-37 has been granted a Variance from Bulk Regulations for the district, for the existing dwelling units located there on and to the extent they now exist. Appeals of this-decision, if any, shall be- made pursuant to MGL Chapter 40A, Section 17, and shall be filed within Twenty (20) days after the date of the filing of this decision in the office of the Town Clerk. Any person aggrieved by this decision may appeal to the Barnstable Superior Court, as described in Section 17 of Chapter 40A of the General Laws .of the Commonwealth of Massachusetts by bringing,.an action within twenty days after the decision has been filed in the office of the Town Clerk. ' I ' 1 ►� Chairman • i I, Clerk of the Town of le, Barnstable County, Massachusetts hereby certify that twenty (20) days have elapsed since the Board of Appeals rendered its decision in the above entitled petition and that no appeal of said decision has been filed in the office of the Town Clerk. i 1 Signed and Sealed this day of 19 pains and penalties of perjury. under the Distribution: Property Owner Town Clerk To Clerk Applicant Persons Interested Building Inspector Public Information Board of Appeals � O SMOKE DETEC pRS REVIEW D 0 � 1 E>d"snN6 •• - - E%STNS EXIS71N6 f L � MATCH EVSnNG HA;LH Fj{IST1N6 '{ s'-I UZ' IYY,AL EG1AL NSTAB-E BUILDING DEPT, DA / ` W —W"W,.FROSTWML.LRi. JI r"'r*.r"r�^Fi er°Z '���•.� 2. a _._. $ r _24� x l � 3 � � 2 IRE EPA • �°ARTMENT DATE Y FROM MCRAVE TOm IV-0 O Ix4 IF_DEKN6 BOTTOM OF FCDfkYa 1 ON n Jaia o b'OF COHPAC tT'D CRISlcD STONE ANCHOR0SuI 50*X2X a' BOTH SIGNATURES ARE REQUIRED FOR PERMITT VG n)PT.2X6 s eL w S 5 02' w .'VIA.TAPERED '' E n0]ER L'Trd OF GRAS each OL.MN.t D'FR C RTPF EASE IREF pSIC A5 NEED<D) HER(27 BOLFi PER.SLLL (P.T.BAOKNG AS Nr-' J 5 ��W t Y R.l Y __________ O. .___ _________________________ ____________-___________________ ._____ —,- ...... CRAWL, c _ 1 -------- ---------� / - .vJGa WOLs mw �l � PITCH FLOOR AuFFOX— C !� � CS) TOP OF TOAD.TO lg r"43/4" C Vb'PEQ 12'Aiu.Y 830It ExIST.FLurEHED FLOOR -- - -- `2'COh'G..ATff6 = p ^ ` GOV'D PATIO IGITGHEN ON. W GJ FIRXam PATIO I Da2R.35B(R) FIR ALISN WALLSNo A - -o 4 A _________________ ' Q RD:T3-03K X616SIT, H /�' � - ED6E OF L%I50N651WIGTRE ----------------------- roPOFFaaa>.TOEe'rov4• 1 ;-----_-___"-_--__'-- --�- sa I 4 ALISNKILLS o ------ '_.- '--- ---------- OR OPEMN6 N EXIST. •c KALL TO LEVE.OF r i _--__.i ^._i_..._..____.________.. ,_r'i"' r NEri 2'SLABAr CRAi'� ; IQ KITCHEN�516V� � VJ Y _ _______________ __, n6'X24•HR OPEWN6) ' B OTHERS - DRG.0 A6 FEHA¢4'iNTO EX MILL 14 REBA¢4'INTO EX CtxNO. {ALL t FODnIG a 12'OL.VERr. -- --.__- (� WN2 t FO ITNS 17 OZ.vaT �y G� a 5EI�w E=oxY GR•JJf; C aS wE^OlR•6K.Vf;R:EBAR ryP To PRO,ELr L"HK INTO N3V DINING o Exlsnns DOOR rD BE 20 FROFLT I2'MRL INTO N8N CONL. Ip WALL a FOOTI_ -S--_ RELLGAim iNit t FG42TIR5 AQ__--___ TO BE V.IF) , r r r r i f ' cae� 5r------------------- LJ I� r , , r r RMI_ FAMILYA - :- r (2)5REBA¢ LIVING %` - -------- `-" ohm' B>- FMMnO4 6ENHRALNOTES. 918f2C _____________ aFiTWE*OR r ,r aim ON 24 A FROST WALES T M 6'THICK -POST CAT INTO AT ArE 0"T PORCHES (1fAFL1I EXIS-Tf <e'£5< ON 1.Fo' sW Key 'C"T OF KILL K/ IM LAST INTO BA3FACE Or 11F, "cc .T TONG.BASED W KEY MOONf T WALL ST SL FO5 BAS ON AS PP64(t2 6AAGc') TOP LF FOADATON N TO BASED m GRADE COlDR .4'-0• 5TFF1 PAST BASE AVLI WR5 n'4 U4'�.O➢Y IXIST. - u_9 MM FRONT Htt 6RADE TO 507014 OF FOOTINSJ y FIXf�}+c0 PLC o c CRAWL SPACE TO HAVE 2'GOL'RZM b a r f.1 X 2'1 WALL S 5TO E-N 2X5 �1 IF4e!TRPATEV)W 5/B'X 12' rjOLD f5U DUST COVER A.AQrTPORL®) ON 2a' 2' 6ALVMe2ED STEEL A`YJIOR BOLT5 a 48.OL.HAX OVER b'I ELL-6RADEO 6RAV5_ C FOOTING AVD a IT FRONT COO,'E¢S.80.T5 SHALL.ENSASE COMPACTED TO�%MAX DRY OE45rY BOM FILATES AND FASTENED W 3'%3'fUTE WASFERS.THERE SHALL BE A HN OF 2 BOLTS PER SILL 41 ^` 2'CON;.CYST VJ _ ALL FOOFN65 TO BE a,THICK W(Z*RE3N2 covta(3DDD Esq PORCHV LO NC MAW alow P51 CORETE L".E%- OTHERNISe 4 F NOTED u(Z 5 REBAR 4 Y . O LA O L TCPOP FODTMSa41 - u- 4 t a CRAM SPACE N (J 4..r N Q W wt L.L 5TPJIGTURAL FOUNDATION NOTES •.V Ln 4--I WALL/DEMO a' e• e• Q� ti's -NO FOOTING TO EX FLACED 1N WATER OR FR0313!SOIL EIOSnN'a MLLS T _CONCRETE 5TRENGTI MN FL=3L00 F51 ] m i� F941R3 AT 26 DAY —A � •� 0 1O L O}r T- NE1 IlN.LS 'ALL RFJNFORLIN6 BEANS TO BE A A615. G f U GRAM 60.DEFORMW BARS FOUNDATION DETAIL(TYPICAL) I /D� G 6EI�AL PLAN NOTES 0 -CLEAR LOVER FOR RPNfORGIK TO 3' S O A L E, 1/2' 1'-0' Y TO BOROMS OF FOOTINGS(CAST AGaN6r -ALL NEN EXr.IXALL5 TO BE 2X45 a le -KHOOM/FRENCH DOORS T BE R'"T.IA' EARTq A!D 2'AT SIDES OF FDDnN65 OR --__— WALU AND IT TO DEMO NOTE5 WALLS. - BE REMOYED Oc IlME'f'tYlTm orHEP/U5E7 BT H"IN9ACr)ARLWT rE SERIES COVE Q (.f* ERE EO.OP MAFi.STATE ER I5L LODE E%ShNG DAS.:D MtID016 a WALLS 'SEE SIR LICTiR&6E5tAL NOTE _ REFER TO ELEVATIONS FOR FShTltb �1 l L 1 TRS KW TO -A.L.A W.WALLS T 2X45 a Ib' PATTERNS) �\ job nox�Ib15 ANO TYPIGLL DETAILS FOR OTi32 OL.NNgS NOTED OTHERiV5E1 �}/ TO X ROR REF AND PAS OD A5 RYi11R1:T1Elti5 {"' date T�OR RERPL®A5 NOW. REFER IS ELEVATIONS FOR WINDOW W ALL STEM LL!d1EGnONS YF10ED _INTERIOR DOORS t CASED O:EN11W LOCATIONS RO.NFJGHFi A :L9'IDOR ) :�F1�9 DECEMBER 2011 IN�FIELD REFER TO 5TRWTURAL --� NEN WALES NOT INTERIM D O DOORS ARE TO BE BE61N 3 STI.OS Fiscaie A,+`' (4 I/2')FROM THECl6giT WALLAS 5HOVN IN FLAN -12'ROAR TAPERED REYAA-YFSAP'COIJ,MS �j /� VLNOTED OR CENTERED IN SPACE KTH TLExAN GAP!BA5E BY Haab/ V A DEMO NOTES TiRIxEY HLLYI?Xl •N INTERIOR DOORS AND CA'EED drawn KN.TyR : _EA OPENINSS TO HATCH HEIGHT OF Y E%TIN&D.AEN D KINOOKS t W4.L5 EX15TN5 WERE NOTED rev. TO BE REfOVED 0.ND PATCHED AS ' NEEIX OR REPLILED AS NOTED. 51 rev. A- SCALE: EXISTING LIVING AREA = 1,000 S.F. FOUNDATION PLANFI ;� ST FLOOR PLAN PROPOSED LIVING AREA = 135 S.F. 1/4" 1'-0' - SCALE: 1/4' 1• 0' TOTAL LIVING AREA = 1,155 S.F. M ISSUED FOR PERMITTING 5nt I Of t III `•".p a o 0 Ex1sn� ExlsnNv Ex1sr1NG � EDJAL EOJAL EDJAL COAL x- r Y Yo r: w E chi EDGE O"FLAT/ NURSERY CEILIILS C .u�, LEILIc HEIGHT \ 1 A - TO MA I EVST) g m '• A MATCH EXISTS m 4 A3 .._ _... --�y....._.._ EDGE OF EASTINS,5TRUC - - N O --, AS KNEE WALL NeSW To LEFT' O ' ; ExISnNG lu _ n , s�x_EX'c�__ BEDROOM 3 ° OFFICE 1 -— ------ I ALI&N1 CD N SLIDING BARN DOORS - EDGE OF E%ISnNS 5TRUGNRE TRACK ABOVE .(• EDGE Or E%15iING STRUCTURE _ STINS CHIMNEY TO I BE REMOVED __ EDbE OF EXISntYa SiAI.'.11_ _ _ _._............__._._......_.___...._._.._�____..._._. — , DWBL F-14JN5:31 65 f.'•_..-._"__-__ �_._ __ �. i. N5:]/I U R O,.3-I 3/4 x 5-5 3/4 'i BEDROOM 2 , CD a m if I .�, � $'9x5-0 I ✓ LINEN _.. hFfi IlEATH"..2 ----------- BATH 5,L � VEW%SKTLI6M: 4(7=1XED i i ii , 0 F 001= __________________s u1 el'' I� uLSEr j BEDROOM 4 DWBLE-RMb�9165 _ -�_i:_._.Y I; __________________ ..._......._..._..... �__..._._..._._ , (MMINS: _.............._.._........_.\ ___-.._..._.._.. M 3-1 3/4 X 5-5 5/4 OH DN d M5TR.BEDROOM Smu-vU 5-m$w��c D0.9I_E-H1N6�3165 muYm_ ca (MIFTINS: RA.:3-I 9/4 X SA 3/4 c 4 � P3mQmeoV�t am��o -------------------------------- ------ W _ O U .1_J A 0-0 ,', Z3 O u O to t>s Gt:NQAL PLAN uorEs WALL/DEMO vaEwN.PLAN NOTES WALL/DEMO Q Ln _ 'Z5 OALL L NN14E55.KILLS TIIEBE 2X 5 0 16' BE W COVED TO -ALL NEW EXT.V1ALL5 TO BE 2X45 o Ib' BE ®5 TO O OL 6MLESS NOTED OTHc'fLN11) S_. T O O -WINDOY6/FP.EWH DOORS TO BE'FELLA' EXR ISnINS W41>TO E�SAIN6 WILLS TO �� (, B%WIMPALT)ARCHITECT SERIES I-EETING NEW WALLS RYJNHH AGE NOAR4HIiEGRT SERIES h To BE�F 1?45 N HTH ED.OF MASS.STATE BLD6.GORE NEW WALLS ED B 0 (REFER TO ELEVATIONS FOR MMrINS TH OF MASS.STATE BUDS.CODE PATTERNS) DEMO NOTES (REFER TO ELEVATIO6 FOR M TINS PATTERns) DEMO NOTES Q -REFER TO ELEVATONS FOR WNDOW EA5nNG DASHED YIINDOWS t YULIS -REFER TO ELEVATION5 FOR WIND IEI OW RD. 6HF'ABOVE' ED WINDOWS t WALLS job no.: Ib15 ND TO BE REMOVED A PATCHED AS RD.HEIGHTS ABOVE SJBFLOOR TO BE REMOVED AND PATC+EO AS NEEDED ON REPLACED AS NOTED NEEDED OR REPLACED AS NOTED, date 15 DECE E ER 2011 1 r.le AS NOTED drawn KMW f rev. rev. EXISTING LIVING AREA = b'77 S.F. EXISTING LIVING AREA = 442 S.F. a� SECOND FLOOR PLAN PROPOSED LIVING AREA = Iq4 S.F. THIRD FLOOR PLAN PROPOSED LIVING AREA Ilb S.F. A— SCALE, I/4" v I'-O" TOTAL LIVING AREA = 5'71 S.F. S C A L E� 1/4' a 1'-o' TOTAL LIVING AREA = 560 S.F. 2 O W cQ N - ISSUED FOR PERMITTING 5nt 2 Of 36F . EXIsnN6 HOUSE NETT ADDITION :. NBN ADDInON EXISTING HOUSE . � .. EXISTING LwMNEY TO E%ISnNG CNIMNtY TO - - � } EE REMOVED,PATCH .. AMID�N D,PATL .. c O E. .. ' A AB A3 '^ N W SHINGLES By J.AJVR�*POOP CEATAINIEEO u V 10 RIDGES AND EAVES TO ALIGN RID6E.`.AIID EAVES IINN 41 . .. - - RI� V � ROOF R.A11E5 TO TO ALIGN ro C i E%IST. ALIGN -EWE Ica .- V OF EXIST. NOfJE - . EXIST. ... i/ Go A NOOSE _ � ua -� ALIGN SOF O � . SHIN, NM LES BY' - G L ' IX NEAR/JAFB CASING CERANO GILL TAINTEED H Y TFHNIR0 FLOOR (�E XIST! - V \ LORISEBOARDS •�"(TIXO MATLN E%15TJ , - m IX MEi CASING - • - GIRIERBOARDS vv AND D GILL SILL TO MATCH fd . (TO rIATLN EXIST! ul EXISTING ZE _ V E+USTIN6 HOIFiE LLAFeOARD 510M6. - ~ - pINISNED Al (TO MATCH EAST) FFINISI�F{B_ .. M . �ND FLOOR(EXIST) � � � `✓•SEG�IID FLOOR(E%ISTJ. w O .'� CLAF50ARD SIGNS I (TO HATCH EXIST) r A -® � V/\ 7FIL �RG'i:FLOOR(EVST FIRST FLOOR IEXIST — R 10 HT E L.E V AT I ON ` L E F T ELEVATI O N EXISTING CHIMNEY TO I' _ BE REMOVED,PATCH .. scf��iE T!{�A�' 1' EVSTNG EXISTING &M R�AIR ff p10 - RUN OXI]RID6E� .. .. EXT.kALL As NEEDED .BOARD .. .. I 3X4 DOLLAR TIES m e$`m9a mP m m�o e-• . RIDGES PJ✓D EAVES a I6'OL. .TO ALIGN - .. - - - Jo�Vd��$one' e _ - - SHINGLES BY S ee55._ 1-4 a .. . .. 'I.AFIDMARX•ROOF - SHINGL NTEED '3 u Y3 09 c v'mP~ , . - - SHINGLES BY .. .. - %V COX PLYWOOD - .. RR •' o ac e o G�m CERTAINTEED 0x6'S a Ib'O.L.. ^� m�„`o e e . 12 : : 1,12 .:. .. Fd eoo €@��..oB:nROOF RNEi TO N ZCALIGBEDROOM 3/OFFICEop ME1ca`i m�$F ee'eso`A c o'e' . RATE HEIGHT BASED ''•� 13 '^ ON MAINTAIwNGs EXIST. . - 10�13./-ROOF PLANE •i OFFILE/BEDROOM3 ,�(rMEb ` Q) . OF IE1Ei1TBA5ED - .. - OFFICE -iil . ON MAINTAINIwa EXSnIK .GUTTER DETAILING ANp 10,11./-ROOF PLANE 3/4'T16 PLYWWO\' O W FASCIA E10'OSLRE -- - TO MATLN EXISTING - JOISTs�9 Ifi OL. //U��• ul . YV 2X10 LONT.RIM '`.,. - .(n Y-. 4 N �FINSNLD RR• _ RD FLQ7R IFJQST TOP OF VEIL \ A\ C RATE a BEDR�3 O-� Ln O1NI�S1WP�M6 _ (�•r—/� Ln L V . _ V3LDxR.PIVo L /VI�, IX lffAD 1M®CABINS .. : _ Q� AND SIL�TO MATSHINGLES G1 -- .�-• :. LOAD BEARING KA IL 0X45a1b'OL. W BEDROOM 3 :HORSEY < RO MAGO rcN EBO.wsrJ' IEEE Ell Ln ro . ]%4OTi6 PLYM:VO (s)0XI2 sOFFIr BEAN .. .. m++ J015TTT0 16 o.G. (BLpL T As R�q)1RFD Q u SUB FLR rV OXIO CONT.RIM REFER TO DETAIU •L, T p LU 1 FlRIe T Fl ._. � C> _. .4 .. glnl•l%G9�STR�AP�PI BEAO- BARD EIILLIN6 CLIPBOARD SIDING :. .. ... . NG LE 1 Q ' (T0 MATCH EAST) a � a \ � �� I I _ e Ib'O.G. KITCHEN m I job no, -1615 ~ a T coLUMe. date is°EoEI•eelx°oir T ]XI•n6 PLYWOOD scale A9 NOTED 7pKIF0L�LCORNT. JCISTs L JOIGTS 9 Ib•O.C. i W RIM ION OXS P.T.KD K SUB FLR a 16'O.. drawn: Kmyi KN EXIsn� rev. - 0%6(UT' 'SILL V - .. .. ... s/a•xu AHLHOR rev. O.G. --IILO�GRAM AS A-3 CIO'CONCRETE FROST REAR E L E V A T I O N S E C T I ON n 4FL 155UEU FOR PERMITTING snt 3 of INN SCALE. I/4' = I'-O' " FIRST FLOOR FRAMING NOTES 1 GARAGE SHEATHING ROOF FRAMING NOTES:. g $ - FIRST FLOOR JOISTS TO BE -SHORT WALL SEGMENTS AT GARAGE -ALL DOOR OR WINDOW HEADERS PANEL AND FASTENER REQUIREMENTS . - RAFTERS TO BE 2XI0'5 @ 16"O.G. o 11 -7/6" AJ5-205 @ IV'O.G.. DOOR OPENIN65 TO INCLUDE ADDITIONAL IN EXTERIOR WALLS OR 2X6 BEARING :UNLESS NOTED. SEE SCHEDULE IN PROVIDE 1 1/4"OR 5/4"COX PLYWOOD(VERT) IN51DE WALLS TO,BE(3) 2X6'5 W/ 1/2" PLYWOOD GENERAL NOTES FOR.ACCEPTABLE - UNLESS NOTED BELON,ALL FA5TENER5 SHALL CONFORM TO TABLE s 1 1/8" L5L,LVL,OR 056 RIM THE OVERHEAD DOOR WALL. PLYWOOD SPACERS UNLE55 NOTED. ALL HEADERS TIMBER SPECIES AND GRADES. 120.01 ON PAGES 1030 AND 1031 OF THE MASSACHUSETTS STATE r J015T BY SAME MANUFACTURER TO BE FASTENED TO BOTH SILLS AND IN INTERIOR 2X4 BEARING WALL5 TO BE BUILDING CODE. ' AS JOISTS. WALL STUDS W/8D RING SHANK NAILS (2) 2X6'5 Wl 1/2" PLYWOOD 5PACERS - PROVIDE 2XIO.MINIMUM LEDGER ON SPACED AT NO MORE THAN 6" APART UNLE55 NOTED. HEADERS SHOWN ON TOP OF SHEATHING FOR SUPPORT - PLYWOOD ROOF PANELS - 5/8"COX PLYWOOD,UNBLOCKED EDGES, :PLAN ARE IN THE WALL5 BELOW THE AND CONNECTION OF RAFTERS AT c v -FOLLOW ALL MANUFACTURER'S FRAMING IN QUESTION. 8D NAILES® 6" AROUND PERIMETER,8D @ 10" PANEL INTERIOR FIELD ® i° RECOMMENDED DETAILS FOR ATTACHED PORCHES OVERLAY FRAMING. INSTALLATION OF JOISTS. PROVIDE POSTING AT EACH END OF ALL - PLYWOOD FLOOR PANELS - 3/4"TXG G PLUGGED G PANELS, P05T CONNECTIONS TO FOUNDATION WALLS/ BEAMS AND AT OTHER LOCATIONS A5 RAFTERS SHALL BE TOENAILED TO WALL UNBLOCKED EDGES, 100 NAILS E - PROVIDE BLOCKING USING SAME CONCRETE TUBES ggHHOWN ON PLANS ALL POSTS TO BE PLATES AND FACE NAILED TO CEILING g MATERIAL AS JOISTS OVER ALL (3) 2X4 OR(3)2X6 STUDS UNLESS NOTED JOISTS AT SUPPORTS AND SHALL AL50 BE . BEAMS EXCEPT FLUSH BEAMS WHERE - PB44 OR PP64(12 GAUGE)STEEL P05T BASE ANCHORED FOR UPLIFT W/.SIMPSON -PLYWOOD WALL PANELS- 1/2"COX PLYWOOD,BLOCKED EDGES, y o ANCHORS CAST INTO SURFACE OF WALL H2.5 RAFTER TIE EACH RAFTER. 80 NAILS m 6"AROUND PERIMETER,8D @ 10" PANEL INTERIOR FIELD THERE IS A WALL ABOVE AND UNDER ALL POSTS SHALL BE CONT. DOWN FROM ALL BRACED WALL PANELS A5 NOTED THEIR-TOP POINT TO FOUND.OR ON DRAWINGS SEE DRAWING A-11 FOR CARRYING POINT(TRAN O FOUND. POSTS - FASTEN RAFTERS TO NON-STRUCTURAL RIDGE -GYPSUM SHEAR WALL PANELS - I/2"GYPSUM PANELS,EDGE5 a, WALL5 ABOVE) ARE TYPICALLY CALLED OUT AT THEIR W/(4) 160 TOE NAILS OR(3) 160 FACE NAILS BLOCKED(PANELS VERTICAL),@ 6" AROUND PERIMETER, — I TOPM05T POINT. PROVIDE SAME EACH RAFTER. FASTEN RAFTERS TO STRUCTURAL IOD m 10" PANEL INTERIOR FIELD V -UNLESS OTHERWISE NOTED,FLOOR EXTERIORALL ASSEMBLY P05T 51ZE BELOW ULE55 NOTED. PROVIDE RIDGE WITH SLOPED-SEAT RAFTER HANGER .W p SHEATHING SHALL BE APA RATED SOLID BLOCKING THROUGH FLOORS OR 51MPSON A35 FRAMING ANCHOR EACH SIDE. -GYPSUM CEILING PANELS- 1/.2"6YP5UM PANELS,EDGE5 UNBLOCKED, E" n STURD-I-FLOOR",EXP. I,COMBINATION (SECOND FLOOR PLATFORM BENEATH ALL POSTS. — SHEATHING AND UNDERLAYMENT, UP TO DOUBLE PLATE) 5D NAILS @ 6" PERIMETER,5D O 10" PANEL INTERIOR FIELD Q� ra TONGUE-B-GROOVED,3/4" THICK, NOTE: USE 3" MIN. END POST AT EACH HOLD- 50 @ 4" PERIMETER,50 @ 10" INTERIOR FIELD MINIMUM 24"O.G.SPAN RATING. - HORIZONTAL BLOCKING FOR NAILING. DOWN(2 STUDS). ALL CONNECTORS AT HOLD- -FASTEN RAFTERS AT RIDGE FOR UPLIFT ~ V GLUE AND NAIL FLOOR SHEATHING DOWN5 TO BE PER MANUFACTURER'S 5PEG5. a TO BE PROVIDED WITHIN 48"'OF USING EITHER OPTION A OR OPTION B, NOTE -SEE ARCHITECTURAL SPECS FOR FIRE SEPARATION W TO JOISTS. OUTSIDE CORNER5,OF MAIN HOUSE AS FOLLOWS. WALL5 AND CEILING AND:GARAGE. C/) - -SEE DRAWING A-9 FOR DOOR AND OPTION A APPLY SIMP50N LSTA STRAP : -PLYWOOD SHEETS SHALL BE NAILED �M v WINDOW HEADERS ABOVE THIS ACROSS THE TOP OF THE RIDGE TO SILLS,PLATES,STUDS AND RIM JOISTS THIS DESIGN ASSUMES THAT THE STRUCTURE.IS "ENCLOSED" WHICH FRAMING LEVEL. CEILING FRAMING NOTES Wl SD COMMON NAIL5;6"'AT PER[- OPTION B: INSTALL 2X6 RIDGE LOOK BLOCK MEANS THAT HIGH IMPACT WINDOW GLA55 WILL BE INSTALLED OR METERS AND 8" IN THE FIELD. PLYWOOD ACROSS THE RAFTERS IMMEDIATELY HURRICANE SHUTTERS WILL BE INSTALLED. DOORS AND WINDOWS -SILLS TO BE(2)2X6 PRESSURE. SHALL SPAN ACROSS THE BOTTOM AND BELOW THE RIDGE AND FASTEN ARE NOT INCLUDED IN THI5 DESIGN AND SHALL BE ATTACHED TREATED W/5/8"X 12"LONG TOP PLATES TO EFFECTIVELY TIE THE -CEILING JOISTS OR:ATTIC FLOOR JOISTS THEM TO THE RAFTERS N/A MINIMUM ACCORDING TO THE MANUFACTURES INSTRUCTIONS. D' GALVANIZED STEEL HOOKED ANCHOR PLATES TO THE STUD WALL ASSEMBLY. TO BE 2XIO'5 @ 16"O.C.UNLESS OF 51X(6) IOD NAILS ALL 51MP50N STRONG TIE FASTENERS SHALL BE INSTALL PER. . BOLTS m 4'-0"MAX.O.G.AND 12° OTHERWISE NOTED. MANUFACTURERS SPECIFICATIONS. '� FROM CORNERS OR SPLICES. BOLTS - EXT.SHEATHING TO CONSIST TO.ENGAGE BOTH PLATES AND BE OF MIN. I/2"COX PLYWOOD W/ -UNLE55 OTHERWISE NOTED ROOF 5HEATHIN6 A MINIMUM 24/0 5PAN RATING. FASTENEED W/3"X3"PLATE WASHERS - PROVIDE BLOCKING USING SAME SHALL BE APA RATED.SHEATHING,EXP. I,5/8" NAILED WITH 80 COMMON NAILS MATERIAL AS JOISTS OVER ALL: THICK,.32/I6;OR BETTER SPAN RATING. AT 6"SPACING ON THE EDGES AND 12" SPACING ON THE FIELD BEARING WALLS WHERE THERE IS A WALL ABOVE,AND OVER AND UNDER ALL -ALL DOOR OR WINDOW HEADERS EXTERIOR WALL ASSEMBLY BRACED WALL PANELS AS NOTED ON FRAMING SYMBOLS - PLYWOOD 5HEET5 TO BE APPLIED IN EXTERIOR WALLS OR 2X6 BEARING (SECOND FLOOR PLATFORM THE DRAWINGS. ' HORIZONTALLY WITH VERTICAL JOINTS WALLS TO BE(3) 2X65 W/I/2" PLYWOOD DOWN,TO DOUBLE 51LL) a JOINTS TO BE STAGGERED A MIN.OF SPACERS UNLE55 NOTED. ALL HEADERS 32" BETWEEN LIFTS(TWO STUD BAYS). - UNLE55 OTHERWISE NOTED,FLOOR IN INTERIOR 2X4 WALL5 TO BE(2) 2X&S - WOOD P05T DOWN aerr �= q_oEg -EXT.SHEATHING TO CONSIST PLYWOOD SHALL SPAN ACROSS SHEATHING SHALL BE APA RATED W/1/2"PLYWOOD SPACERS UNLE55 NOTED OF MIN. 1/2" COX PLYWOOD W/ HEADERS SHOWN ON PLAN ARE IN THE ® WOOD POST UP AND DOWN =gw e9 THE BOTTOM AND TOP PLATES STURD-I-FLOOR',EXP. I,COMBINATION: - e ��=--- A MINIMUM 24/0 5PAN RATING. WALL5 BELOW THE FRAMING IN QUESTION. TO EFFECTIVELY TIE THE PLATES .SHEATHING AND UNDERLAYMENT, � 5= NAILED WITH SD COMMON NAILS TO THE STUD WALL ASSEMBLY. TONGUE-&-GROOVEO,.3/4" THICK, z - WOOD P05T UP ^3so AT 6"SPACING ON THE EDGES MINIMUM 24"O.C.SPAN RATING. -PROVIDE POSTING AT EACH END.OF ALL r- �< t--= AND 10"SPACING ON THE FIELD GLUE AND NAIL FLOOR SHEATHING BEAMS AND AT OTHER LOCATIONS AS BEARING WALL BED" '�€` '` '4a g , NG LOW TO JOISTS. (3)2X4 ON R(3)PLANS.6 STUD SUNLE55 NOTED -PLYWOOD SHEETS TO BE APPLIED SECOND FLOOR FRAMING NOTES -ALL DOOR OR WINDOW HEADERS -BRACED SHEAR WALL5(BEARING 8 HORIZONTALLY WITH VERTICAL JOINTS IN EXTERIOR WALL5 OR 2X6 BEARING ALL POSTS SHALL BE GONT.DOWN FROM NON-BEARING) c JOINTS TO BE STAGGERED A MIN.OF WALLS TO BE (3)2X6'S W/ I/2" PLYWOOD THEIR TOP POINT TO FOUND.OR SECOND FLOOR J0I5T5 TO BE CARRYING TRANSFER) BEAM. PO5T5 32" BETWEEN LIFTS"(TWO STUD BAYS). - SPACERS UNLE55 NOTED. ALL HEADERS ( -BRACED SHEAR WALL5. PROVIDE V +� II /8"AJS-20'S & AJS-25'S I6' O.C.. ARE TYPICALLY GALLED OUT AT THEIR PLYWOOD SHALL SPAN ACROSS IN INTERIOR 2X4 BEARIN WALL5 TO BE(2) TOPM05T POINT. PROVIDE SAME m O PROVIDE I I/4"OR I I/8" LSL, 5HEATHING ON BOTH.SIDES o THE BOTTOM AND TOP PLATES LVL,OR 055 RIM JOIST : 2X6'S W/ I/2" PLYWOOD SPACERS UNLESS P05T SIZE BELOW ULESS NOTED.PROVIDE c N N N z TO EFFECTIVELY TIE THE PLATES NOTED HEADERS SHOWN ON PLAN ARE IN 50LID BLOCKING THROUGH FLOORS O " -75 TO THE STUD WALL ASSEMBLY. BY SAME MANUFACTURER THE WALL5 BELOW THE FRAMING IN BENEATH ALL POSTS. -11 6 c j A5 J015T5. QUESTION. N c - HORIZONTAL BLOCKING FOR NAILING - PROVIDE POSTING AT EACH END OF ALL' r� TO BE PROVIDED WITHIN 48"OF - FOLLOW ALL MANUFACTURER'S BEAMS AND AT OTHER LOCATIONS A5 . MAXIMUM RAFTER SPAN STRUCTURAL DESIGN CRITERIA Q - N OUTSIDE CORNERS OF MAIN HOUSE RECOMMENDED DETAILS FOR ggyyOWN ON P ANS. ALL PO5T5 TO BE 23 AND GARAGE. INSTALLATION OF JOISTS. (3)2X4 OR(3)2X6 STUDS UNLE55 NOTED LUMBER GRADE AND V M*= r`° Z RAFTER SPECIES c.L 0 c -FIRST FLOOR . 40.PSF LL O r 0 a� PROVIDE BLOCKING U5ING SAME r ALL POSTS SHALL BE CONT.DOWN FROM Q SIZE 15 P5F DL +� V - - PLYWOOD SHEETS SHALL BE NAILED a S-P-F 5-P-F(5) p(!') TO SILLS,PLATES,STUDS AND RIM JOISTS MATERIAL A5J015T5 OVER ALL THEIR TOP POINT TO FOUND.OR N0.2 N0.2 -SECOND FLOOR 30 P5F BEAMS EXCEPT FLUSH BEAMS WHERE CARRYING(TRANSFER)BEAM. POSTS I W/SD COMMON NAILS;(0"AT PERI- TYPICALLYTHERE 15 A NALL ABOVE AND UNDER ARE 15 PSF; Q METERS AND 8" IN THE FIELD. PLYWOOD OALL BRACED NALL N DRAWN65(SEE DWGEAS AS 2 FOR NOTED P05T 51Z PBELOW PROVIDE LE 5N O ED. PROVIDE 2X8 :_ II'-II" . JI'-4 -ATTIC/5T0. I200 P5F SHALL SPAN ACROSS THE BOTTOM AND fob no.: ibis . TOP PLATES TO EFFECTIVELY TIE THE WALL5 ABOVE) SOLID BLOCKING THROUGH FLOORS date it Dec aeR void PLATES TO THE STUD WALL ASSEMBLY. BENEATH ALL POSTS. v - ROOF 35 PSF 15 P5F scale :' AS NOTED -UNLE55 OTHERWISE NOTED,FLOOR 2XIO 15'-2" 14'-5" : drawn SHEATHING SHALL BE APA RATED �_ - EXT.WALL5 15 P5F OL "5TURD-1-FLOOR",EXP. I,COMBINATION rev. SHEATHING AND UNDERLAYMENT, - INT. WALL5 50 P5F OILTONGUE-B-GROOVED,3/4" THICK, 2XI2 OECK5/PORCHE5 60 P5F rev. MINIMUM 24"O.G.SPAN RATING. I J. 10 PSF. GLUE AND NAIL FLOOR SHEATHING 0 F TO JOISTS. 2X12 ---- T S- 1 ry - ISSUED FOR PERMITTING Sht 4 of .-7 .. . P.T.6" 1x10 FLOOR (5)1%10(SOFFIT Ent - .. A • T �P,T.1%B(FnISN_L, JOISTS 0 IB'OL. - --. Wo f0 1X O FLOOR . £m JOISTS 0 16'OL. .. .. A A Z10 FLOOR .. N Co O O 1X10 FLOOR A p. JOISTS 0 16'OL. _ T+a u V JOISTS O 16'OL. A3 do as � A3 e r.F m � {i ---- -(5>sxl4ewii7NlradA�----- - - J• J• J` 3x10 FLOM 0XI0 FLOOR a+ :/q .. - - - JOISTS a 16'OL. JOISTS 0 16'OL. - --------- - ------ - Y 1xIO FLOOR �______ .. _ JOISTS a 16'O.G. _ t4I 11N"T}OQR ,Ir .. JOISTS TO REMAIN _ _ _________________________________ _________________ _ ______ ---------------__________�__ _ -. - - _ ____ __ `E%ISnNG FLG�R _ __`EXISn1Ya FLOOR �______ - - ____________JOISTS TO REMAIN____ _______ ___ ,jjlSTSTO _, (ff.2 R fA.•uSNRE'LOw POINT lAAO) p m JOISTS TO REMAIN - _________ -1X10 FLOOR ____ ________ _______ __ ___________ _____ . • JOIST5016'OL.I __ -- - - -- __________ E%ISnN6FLOOR_ _. :. �3""TT5TOREMAIN �JO5T5 OFREMAIN ICU N ' � T� . F ________ flU5TIN5 FLOOR .. ; JOISTS TO REMAIN JOISTS ______ _________ ____________ ______ - i i___________________________________ ___ ___________ rF . --- __ __ JOISTS TO REMAIN _______ __- �a ..E%ISTIN"FRAMING:CONTACT ------ ----------------- --------- -------- ^a ... STRICTURAL EWOV"INEER SITE INSPECTION N . REtYJVAT1016 - _______ ___ ----- .- __-_`EXISTING ROOR___�__ _____ F I R S T FLOOR FRAM I N G P L A N JOISTS TO REMAIN / !�/ ------------- ------------------------ - /fjr ---------------------- . : __________________TO REMAIN _________ __________J015T5 TO FEMAI-__ ____ - - _ TIN"R00R TIN"FLCOR __ . b15T5 N / .. I� .. 1XI0 FLOOR . - J015TS 016'OL. _______________________________ --------______ _ JOISTS o W OL. __________ A3 -------------------------------- - .. 0XI0 R(xOR :.1x�o BOOR -... _ - •EA5TIN"FRAMIN".CONTACT . ... ... STRIJCTWAL EN61REER FOR JOISTS a 16'OL. JOISTS 0 I6'010 .. nt INS TI ON WON INTERIOR .. ATIONS ________ ________ _ ____-______ ______ _ _______ _____-_______ _______________ m An91RV1x F�fi�JPSi*_ _ €x15nLi_ &S dQ3l4_ .. _TO REMAIN -___ ______"_rO ---------------------------- ---'- '-------- -- -- ---------- --- 0 32ooma - _ - � '. - rye o`�•s`om_ :'s I , - _ ------------ - ------ .. .. �. ..—m -------------------------------------------- ----------------------- ---------------- ----------------- --------- ---- ----------- - - ' - - S E G O N D F .. :. ------'----- ---' -------- S C A L E. 1/4' . 1'--O.' ` : .. .. .. .. O p ' OOR FRAM I N' G P:L 'AN In E%ISTIN�IX PLR.W15.V ---------------- - I .. .. .. to ------------------------ Q V�// V ------- ------------------ ---- --- c — ------- --- ---- I : a _ 5T D i - TOILET LOCATION(SPACE JOISTS AS m WOOD PO OWN N OR P CLEARANCE) cry L- ------- -------------- — O _ - ST DON O r 0® WOOD PO UP AND N ' Z_€ms*txs-zx eIJg�15ra "F 5n�3x�yR a1s*� L P 5 O 5 A �• I TO REMAIN TOREiwn 3)2X4'S OR(3)D2X6S NLE55 NOTED Cn ---------- ------- ----- ------- ---------- x -.WOOD POST.UP ((3) 2X6'S AT ALL EXTERIOR.WALLS) , Q -------------------------------------------- --------------------------------- ------- -- ----- - BEARING WALL BELOW job no.: 16re - ALL WINDOW HEADERS TO BE:(3) 2X&'5 ' W/ I/2" PLYWOOD UNLESS NOTED date s oeOEMEER ton - -BRACED SHEAR WALLS. PROVIDE scale AS NOTED, SHEATHING ON BOTH SIDES -SEE STRUCTURAL GENERAL NOTES E OS.PRAlA1YS.CONTACT. AND TYPICAL DETAILS FOR OTHER 5TRLT,RAL ETY INFER FOR .. REQ MENTS .. SITE INSPECTION WON INTERIOR Brawny REWNAnONS rev. . - BRACED SHEAR WALLS(BEARING 8 UIRE NON-BEARING) rev. ! .. ..a THIRD FLOOR FRAMING FLAN SCALE. 1/4' . 1'-0' S-2 - - a ISSUED FOR PERMITTING snt 5 of -i o U O - � H w t ' .. , .. _ __ ____ y _ . .. ' 2%B RAFTERS ]XB RAFTFAS - - v Q - o Ib'OL. 0 16 0.0. - - - , r . ' ' r r f_____ ' V : ------------- - , .. - .. M, .. ; %IS RAFTERS 1 _ r-____ ________________016 x16 CAh. ` m JOISTS r rA A .y ..------------------------- -- -----------+ - _ : - �____________________________'+ o ++ : r .. , , ;; - 2XB OLO.JOISTS in : _________ __ - ; -- IIFILL EXIg m SXTL16HT - - - ' ' _ C . ' - OPENING WITH 1x5 TO :. f'-'"-- - •.•.6::::....-T MATON FISTING ...... ......... .......... y�j CT ---' ------------- -- --- - ----- /j� IsnNb ROOP _______ `ezlsn---OF :-I-'-"'------ ------------ -- - ------- ---- -' --- ---- gnN6 fix- -- .. N i RS R5 : r. ---------- ----- - KKK ................... �__ f��1fFRAPiERS EJBSTF___.,__ ,-•I - _ _______ __. N_______ _ _ ____ __+_ : ----________ : : - -- V - L-- iL , : t I'l . _______________________ i I r117X RPI-TER9 MA XEXISTI : _______________________ . , , : :.. .. , .. �______________ y a : : : N: I } s ls�wc eg�roFEN^_IIX_ � � � � � 1 •_ .. � --- ---- -- ---- -------- ;1 �� �-.»Isis ro RBAAIN EXI9TIN6 OBE TO IN : . -------------- ------- . . i , : ,D** ... .. -------------------------------- : : y-----------------------------t------------------------------------- r-- ----------- ---- ----------- -------------------- ----------------------- - ------------ ------------------------------------ -+------------ --------- : J� ---------------------- ------------ - ---- -- ------------- . j---- ` isnN�gaor-- �-_ `epsnws . ., __i ' _ ___ ___ _ ________ JOISTS ORB-N_ -------- -- i : - --------------- : ----- .. .. — — r •ExIsnN6 FRAMINs:coNrncr - `o~ STRLGTLRAL ERGIIEER FOR .. .. _ •EXISTING FRAMINbr LONTAOT .. .`o s-22 y - SITE INVR LnON WON INTERIOR S1foKnhtAL ENGINffR FOR 3 oP'L'y� .. R@ 1115PE NS SITE INBPEOTION WON INT3ilOR a iir aa_m RMVATIONS ROOT FRAMING PLAN 0E- ILI' NG FRAMING PLAN _ r� SCALE,,I/4' a 1'-O'. SCALE, I/4- a 1'70' ..._.....�.s_.—-------—._ _ - O O O-0 to M c��a N �POST:WOOD PO "DOWN + - TOILET LOCATION(SPACE JOISTS AS �1 NEEDED FOR PLUMBING CLEARANCE) � 0: o _-- --- i ® O O ry -WOOD P ST UP -ALL POSTS @ EN05 OF BEAM5 TO BE r u AND D WN: •� � -----; G (3)'2X4'5 OR(3J 2X6'5 UNLE55 NOTED, -pC/� c WOOD P05T UP ((3) 2Xb'5 AT ALL EXTERIOR WALLS) Q BEARING WALL BELOW job no, IB1s i - ALL WINDOW HEADERS TO BE(3) 2X&'5 F i m W/ I/2" PLYWOOD UNLE55 NOTED date is oECE eE x ion " I - BRACED SHEAR WALL5. PROVIDE scale : ASNOTED. I o SHEATHING ON BOTH SIDES - SEE STRUCTURAL GENERAL NOTES -- -- --- ± ----- -1 AND TYPICAL DETAILS FOR OTHER drawn: " ----- ! -- REQUIREMENTS. rev. - W L5(BE R 8 BRACED SHEAR AL A ING I rev. NON-BEARING) I pp ROOF ..PLAN SCALE, I/&' a I O. S-3 " o ISSUED FOR PERMITTING sht 6 of 7 . ________________ _ _.r_____ ____�------------------------------------------------- DEL`1 1. �.. .. .. YU BEY 5EGlEI � - . NEN TU5 EDGE RESTS E pN FRAMING USE BD Np,ILS CO . NO 5-I FOR SPAG IYaJ . TOP PLATE STUD EVERY OPFNINb v � LONTIN1N5 BLOCKING NAILED : IN5VE ONLY ... w TO JOISTS AND TOE NAILEDto y -O IDDoOM MAILL TOP EVI,Bre YW TWO W N N 2x4 Dec TOP Pure v N° FASTEN SHEATHING TO HEADER o t V .. V a BD COMMON NAILS IN S'GRID al I I 0 - I O IR'GYP BOARD PATTERN AS 5HOYN AND B'OL: u-� I FOUTR EDGES FFAAtSSTEIEO - I L IN ALL FRAMING 5nM AND SILLS(TYP)- - a i •I�I 1 1 , t o _ (PROVIDE BLOCKING in c V A5 NEEDED) Ib S 5oz R NAILS IN 2 RUNS . i I!I I I I ° I I FRAMING MEMBERS I• i y1 HL, I I I iniip ii ipR;r.:..iii..i OX4°Ib'OL.SND .. SIMPSON 6)L5TA21 STRAP M .. . EDGE INTERMEDIATE `�', m ,r: °gym - iEAOER TO JACKS= - .m I I , •: .��cf .. 0 PER JACK SW 116IDE ONLY) c �\ .. ..w MIR r�Dxb sTpos(ttP) R QO III I I II ' 'E KINS POST STUD L � r m p cull III f I I- F , I — ZXa SILL PLATE JACK snp m p � � W (2)IbD a B'OL. —— —— ——' — — .• TOP OF CONTIRKZY BLOCKIRS NALED all- TO, I - ____ , .}__-____-- - TO JOISTS AND TOE NAILED MM HOLDDOYINS(TYP) �Q[ C I H, FOUND. DOM TO TOP PLATE IN TYO I Z IOD NAIL EVERY b' r/� •� PANEL V J MIN. f V ' , rT, N WINSDOL I�N6E 21*SILL ON 3X6 P.T.SILL �+y y . TV 5/B'XI]'6ALVARZED \ D(f1E�TAIR)TO GO B JOISTS, IF STEEL ANCHOR BOLTS PANEL IF IF,.ED _ MAX Ir FROM GORIERS. _ STAGGERED NAIL (DOUBLE NAIL EDGE 5PAGIN6 DETAIL) - _ BOLTS SHALL BE FASTENED : E I _ PATTERN - - - 0 JOISTS RUN PARALLEL TO /N/3'Xd•PLAre MASHERS . ' 44 cb .. - SHEAR YNALL THEN E.00KING `I L , SHALL BE A FLOOR JOIST CJ ' PANEL EDGE - ) NOTE, INTERIOR MALLS DO NOT ALL EXTERIOR KAUS ARE CONSIDERED - REONRE HOLD DONS(UNL) '• PERFORATED SHEAR MALLS - :. :. - .. .. .. .. .. ... .------------ --- -------- ---------------------------. VERTICAL AND HORIZONTAL NAILING NARROW-WALL BRACING V - �1 FOR ALL PLYWOOD WALL 5HEATHINIS TYP. INT. NON-LOAD BEARING WALL HEADER STRAPPING a V) tj H SCALE, 1I- SCALE, I/]' 1'-O' `� SG ALE, 1/]• 0*0m I .. .. .. .. UPPER RAFTERS RAFTER SIMPSON LS7O F M -0 R 2X12 LEDGER CLIP / I I� ATTACHED W/3.16D TO EACH .. _ ., .. KFTB LOW - .. LEDGER W/ _ .._ .. .. (3)16D EA.. RAFTER \ T� BELOW (@ each) LSTA9 "a p=e_e.G-p m - HORIZONTAL 2z BLOCKING FOR _ LS70 _ a S9U 5 0. ;v NAILING THE PLYWOOD EDGES O PLYWOOD BLOCKING DETAIL O RAFTER CONNECTION DETAILS O FRAME-OVER LEDGER DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE N - `A�.\' V) � N N O� aL, 7 OPTION 1.YRAP SIMPSOH LSTA24 ��VD vTT�`, . .. - RIDD11 AND EDOM STRAP RER TNOr :. :.. :. - _. - .. .. ... �� •�.IN RAFTHLS YU(N ALL NOD NAILS EA _ c . AIDE(IB NAaS rorALl - G LZS Ln+; i SIMPSONLSU26 {/� C M'— .. ,. M-. RAFTER HANGER _ - C'�'0 O cn . .0 0 0 0 o .. SHED ROOF .. ..• HOLDWNS BMWO IN - - - L) .. .. 5/6'ANCHOR BOLTS '' RAFTERS 2X70/2X12 LEDGER. � ————— —— .—— TIMBERLOK SCREWS(X4')TOP&BOT. :. _ _ :_ . SECURE INTO SOLID FRAMING - Q SPACED @�16"0/c 1 - job n0.: Ibls 1 . - 5/B'AR'NOR BOLTS TO BE SET A MIN. dale 15 OECEMBER 2617 . OF I2'NTH IN FOOTUIS . scale A$NOTED OPTION 2,2X6 RIDGE TIES - - - - drawn: KMw.. - IMMEDIATELY BELOW THE ROSE AND FA57E EP TO THE RAFTERS . YV A MIS 51DOF IN IOD COMMON - rev. . rev. o TYPICAL RIDGE 5TRAP DETAIL OPTIONS 8 LEDGER DETAIL Q GARAGE HOLDOWN DETAIL o EXT. WALL C N - O NOT TO SCALE O -NOT TO SCALE .. O NOT TO SCALE n I : ISSUED FOR PERMITTING sh1 of t t DEC 8 2d 17 t-pwN OF&ARtVS-r V V i O — _ 11 , I � O �M/m I' In I I I I EX15TING RIGHT ELEVATION EX15T€Nry REAR ELEVATION EXfSTING LEFT ELEVATION 9G ALCM 1/4'..1.�0. - OLALC.t/f'•_t..0• �. 'CJ�J�) - zsn I - I p U V) N.V Q 0-0 N u LO C Co CL ate+ r €if.� V P.1GTg0ar�¢.dT L �HIXa-(P. V) ��� Q 0 r O w t j ! Q PROP05EP RIGHT ELEVATION - - PROP05E7 REAR/ ELE'YA-TION:' PROF05EP LEFT ELEVATId'N _ _ job no.;t425, scALe,v4•.i•-o• scwce.v�-.c•-a• scALe. •.i•_o• RE�I������E� FFF/// iiY��� date ry F�Ruaa�'�oLs .. scale :As Norev 1 DEC drawn:rcw+ DEMO LEGEf3 IEXhiblt : ; v ! [ o ,}}�� rev. Date: rev. L / "own of Eta net�ble _ . _ _ _A 1 t EXtSTrI�ST"r�GUkJ� - — — — - ` 'A@EA OF PROPOSED Bfi�i j TO BE DEFKOfi.liS 9 PEMOL'ITI' N 10l510G iCal t'.OnIV i iI�SIOn ISSUED FOR REVIEW shA of 1 ASSESSORS REF.: FEMA FLOOD ZONE ZONE:. Map 034, Parcel 018 Zonei X RF (RPOD) FEMA± Map #25001 C0756J Area (min.) 87,120 SF l July 16, 2014 Front 150' � T Width (min) no 'Cbtu Setbacks: , Fron t 30' Side 15' Rear 15' o . 7n ey q'aJa r�♦ � a ': w ( ndefined Width pu b/; woy� Location ohw Sc Map 1'2000'f 'O CB DH S62 50 sg eet r E ° Proposed 196.41 Edge of Pave I �j r Additions� � o Ap System N P rox Septic S .....--. (by BOH card) M � LEGEND N Stone Wall & Deck 1 -7 -9 .' " = . Stone walk ° Deciduous Tree Stone h Drive Bit 4t2 : Covered ohw cp 0 Drive Porch N 0) - ohw Sign _ ° :-=o Light Post © Gas.Gate ® Iron Pipe -e #1035 ; c� ID CB/DH 47x3:- m'::¢�•: 3 sty w/f - 46.3 ° -.-.- . _ _ � -� Guy Utility Pole Roof Ove °== Dwelling o °....a. 9 : . 40.9 3 a ng OHW— Overhead Wires sin=42.o 40•9 SH1=41.8 - o - x Spot Shot.Elev 1 Sty w/f 41.4 Stone h a Co t to9 e Gara e � Patio Stone N� 9 ... :waik I 3 IFS Shower 4O7 53.4' m ° 17.84 4�yG�f \ a 4.7 201.22' ce/DH Fnd N67 RICHARD R. 51 22"W � L'HEUREUX 41 � i _ o �o N/F ��.• • 3 p - NO. 34312 Edward C Crawford TBM Top of CB/DH ei=11.1'96011198 Approx Town Map NAVD88 Fnd ° S R P £ �'- LAND I rc vr of 05 10 15 20 30 40 FEET jjisf fical Cumnussion A Sheet # Title: Prepared For: Notes/Revisions: Plan Of Proposed Additions C a e S u ry Scale: 1.) The property line information shown was — compiled available p � 1"-20' W<lliam J Spring p from a al ble record information. of At 1035 Main Street Date: 1035 Main Str. Z) The topographic information was obtained 23 West Bay Rd, Suite G from on on the ground survey performed on Uv Osterville MA 02655 251OCT117 Cotuit, MA. 02635� 231OCTll Z Barnstable (cotu;t) Mass. (508)420-3994 (508)420-3995 fax Dwg: 3.) The datum used-is Aprox MSL From Town Map capesurvCalcapecod.net I C313—iG1 NAVD88 SMOKE DETECTORS RCVfE-WED EXI5TINS .� EXISTINGE%ISnN6 RI. b O . p p 1n W, CIS MATµ 5nH EX6 MATGN EXISTING, U .F i11STf,31 - D.11LCI d'O D T. D TA ' S'-I V2• EOVAL EQUAL U/ Ul a b'GONG.FROSTWUL ON `/ / ' (///�•/ �qa+ ^� �c � NG FINS W KEYG/IG. ®� MAIINNTTAIC 4--TOW IYf- FIRE UEPARTMEK DATE Ix41 DEGKINe _ _ T C 8FRO L�Q ~ '� •gym BOTTOM OF PODENS ON P.T.FRAFE V' " / /�.�F BOTH SIGNATURES ARE REQUIRED FOR PERMITTING I s s W 1 0)P.T.2X6 SILL YV Sre'XI2' ••�•�•^�---^ �--- ®^�--^-� (7q�/�j^�� D! E b'OP GOWPGTBJ CRUSHED STOLE ANCHOR BOLTS O 2'-B'MAX. ~•--�vu_,•y 12'DIA.TAPERED 9 VV`(LOVER LEVEL OF GRADE BROW OZ.MIN 1 12'FR.CORNERS(TYP): ON 5H%LW O • DECK AS NEEDED) MW(2)BOLTS PER SILL BASE TO O Y_ P.T.BLOLKI116 AS�.'®) _........ _____ GEN.PLAN NOTES) O V 'ZAWL -- ---- ------------- r � nr'N FLooR APPrrox 'L, rw rn �'• FR P6R 12'AYUY ALIEN WALLS TOP aF P. ro BE r-a s/4• -- -------------------- 2.WxG DUST _ § FRGM HOIBe GOV'D PATIO - '— BELOWEXIST.PINISIEDFLOOR COVER ATGRPYL� KITCHEN V W �+ du A ALIGN WALLS WINGED PATIO DOM 3661 OV A _ °N' W r , a , , , ----------------- , ROB 50 3N X bB Sre A3 I _ ----- EDGE OF EXISTING sTRUGTLRE : ca •----------- -------------------- _.... -I------- 1. TOP OF FORD. - '------------------ ALIEN WALLS Y BBOW EXIST.FINIS FLOOR 3 § I 1§ a q' {-,� TIIRE 3-.r. .. v i i• EWE OF EXISTING STWIG , LUT OPETANb IN EXIST. J � $ �_:-:::':-:T=-::T�WAIL TO LEVNBT 2'SLABATCRAYL BY OTIBiJ1 __________________________ Ob'X24'Md OPBUN6)ALIEN WALLS ' 3- DRILL 44 REBAR 4'INTO EX ' DRILL W REBAR 4'INTO EX CON.. : i i WALL 1 FOOTING O 12-OL.VERT. : i j---- ------ f0 WALL R FOOTING s 12'OL.VERT. ' , , 4 SEIM TV EPDXY&ROUT,REBAR DINING I R SCKLRE YV EPDXY 6RD R®AR I TO PROXCT 12•DUN INTO NEW GONG, 4 Ex5nN5 DOOR To BE TO PRO.ELT 12•MN INTO HEw CONS. ;' WALL 4 FOOTING I lun--- ------- ---` f MATED WALL R FOOTING . ' 3 , ' I HALL___..._ __.__ _..._ .TO BE V.IP ----------------- ' IuFi i 7 i t- RM. $1AGKED O FAMILY a-e , -' s�� i cr��gi-ocg 0 (yg LIVING ^e e's REBAR e._ m_ �� a ea FOLNDATION GENERAL NOTES, ggem3a -"��c , 5VB FTR " t ' aB 0 __----------- •FIRST FLOOR ', „ eS_� m� -CONCRETE FROST WALLS TO BE W THICK -POST CONNECTION AT ATTAOED PORCIM 1?LA�EXS�T L .c o c o e ON 24,R2•(IRLE-W NOTED)GONnN)Ct TO BE CAST INFO YfRFALE OF TIRE :.T.", GfGONG.FOlIN6 W KEY OE16Hf TULL IW GIMPSON PBH QZ PF'bR(12 6VA6FJTOBEBASED p16RADLOND770NS4'-0' STEB.POST BA:£PNGItlR9 �' MIN FROM FIN GRADE TO BOTTOM O�FOOTING) FINISHED -CRAFL SPACE TO HAVE 2•CONCRETE B'CONCRETE WALL - -SILLS TO BE(V IPR 2Xb COUIRE TREATED)PV 5/9'X 12• WOO P51)DUST COVER OMREINFORLED) ON 24'X 12' SALVANIffD STEEL ANDOR BOLTS 0 46'OL.MAX OVER b•NELL-6RADED GRAVEL CONCRETE FOOTING _ AND 0 12-FROM CORNERS BOLTS SHALL ENGAGE GWPA'lED TO 45%MAX DRY DENSITY - BOTM MTES ANP BE FASI6ED YV 5'x5'MATE W SHERS.THERE SHALL BE A MW OF 2 BOLTS PER SILL (^3�, " 2'COW.DST W H-•' l- W-ALL FOOTINGS TO BE 12•THICK (21 Py REBAR COVER 130QO PSU PORCH O t 1 N WLAIW BOOO PSI CONCRETE MZ-55 OTHERWISE rV N0� (1)9 REBAR i ^ O PFON6 ONo O� +L_ TOPD � O 4-1 V) LI_ o cRAin.$PAGE (d N tJ a✓5TW1Gn1RAL FgRHDATION NOTES }' `TR 0 WALL/DEMO b• e• e• - Q tc� YPIATE RROORGFROZEN SOIL 1N EXISTING WALLS To "V -CONCRETE STRENGTH MIN Fr S 3OOD P51 V)_�_ m Q � O � REMAd AT 28 DAYS � � O =3 CIO NEW nuts GRACE b INS BARS A5TM MB.. WALL/DEMO : V FOUNDATION DETAIL(TYPICAL) _ _ I GBeRALPLAN NOTES O i •CLBPR COVER FOR REINFORLIN6 TO BE 9' S O A L E. 1/2' . 1'-O- �Lo L.L TO BOTTOMS aP FOOfINGs('AST AGAINST ______-_ •ALL NEW EXT.PULLS TO BE 2XIB•16' -WIN WWitFRENCX DOORS TO BE,'B1A' a DEMO NOTE5 EART zI AND 2'AT$IDES OF FOOTING OR ---------- D TO O.G UAZ55 NOTED OT EfC'ESFJ (NON-UffALT)ARCMEGT SERIES MMU46a a BE REMOVEDbTH ED.OF MASS,STATE BOW.GORE • E%IsnN DASHED YUNWW9 R YW.1.9 �STYpWMIRALAL GENERAL �R OL 1ML'OLLS TO oT12X44/13 0 16• ORS TO ELEVATIONS FOR IIIRINF EXISTING WALLS TO PAT1HB6/ job NO.: 1615 TO BE REMOVED MD PATCHED AS REGWREMEMS NEEDED OR REPLACED AS NOTED. -REFER TO ELEVATIONS FOR WNDOTI -ALL STEEL REFER TO CNS MWED •INfBUOR DOORS 1 CASED OPENING LOCATIONS RO.HEIGHTS ABOVE SUEPLOOR dale 15 DEGEMBER 2011 IN FIELD.REFER TO STfdK.TURAL �,��. ® NEVI WALLS NOT DU43fNONED ARE TO BE BEGIN 5 S1W (41/2'))FROM TNE'IOS.L-ST PULL AS SNOYN W PLAN -12•H—nW N—CAP 4—ASE B�RAP GOI1W6 OR GBT16tED d SPACE M1H TIRCAN GAP 1 BASE BY HBIb/ SC61e AS NOTED ' : DEMO NOTES _ •NEW INTERIOR DOORS AND CASED TIJ N MILLWOW:, drawn KMW E%STING DA#D YONWMJ I WALLS OPENINGS TO MATGN IEWHIT OP TO BE FENIW®AND PAT'll®AG E%ISnN WI�tE NDIED rev. N®ED OR REPLACED A5 NOTED. rev. 9 EXISTING LIVING AREA = 1,000 S.F. s FOU NOAT I ON PLAN F;x I_R S T FLOOR PLAN PROPOSED LIVING AREA = 155 S-F. A- 1 N c 96ALE, I/4" . I'-O' - S�G'ALE: I/4' ^ 1'-0• TOTAL LIVING AREA = 1,135 S.F. n ISSUED FOR PERMITTING Bn4 I of -7 I V EASTINS EXKTINS EXISIrMS v N q V-112' EQUAL ECLAL MIUAL EdIAL o .0 w A N L N < X v y W B 0 1+. .__r_ ______________ ___________________i t N Y RAT/ C P CEILING NURSERY o eMn EA Ts 1 A - A EXISTINS, MAT El ul f, EWE OF EXISTING BTfdlGtllRE - § A3 - KNEE W4LL MIGHT 1fJ LEFT y w $ __yyxFx�ysz__ BEDROOM 5 s I OFF § -------------- IGE n L 5LIDINS,BARN DOORS IYV i I ' ' 15TIN5(AUMEy EDSE OP EXISTING,S TRACK __._-_ i i ,. I EDGE OF EXBTIN6 STRL'CIURE , OBE REMOVED _ ____ __._._ EWE OF E%13TIN6 STRWMiE r-- _-_.___. DOABLE- ;316S �......__......._._. .... ...... Ire 2/ -._...__ -:�..-. :..- ._ S-1 5/4 X 5-5 3/4 O V BEDROOM 2 I (L) Al f- LINEN , 1 ...._.. V`rO0 2004IFIKEDI t %r a = .r 4'-b' i -- RO.I:19 X2-2T/B fd , , VEUI%SKYLIBHT: ----------------------- li �bATW'.2 ----------------------- BATH 3j d u O ' a , , ' it I• � cLosEr • I I� i I `♦, BEDROOM 1 5765 INS,2 (KNT ON RD.:3M 3/4 X 5-5 3/4NOW vneLe-Nna< MSTR. Ire / sibs ___v BATH. 9/4 X S-s 3/4 ccNIl333 , , ef -------- N t Q O V N c _l N 0-0 L A (I) o Ul BENaM RAN NOTES MALL/DEMO &E ERA1 PLAN NOTES WALL/DEMO Q L$ Ln _ 23 -------- WALLS AND ITEMS TO -- --- WALLS AND ITEMS TO V) A-- fr)' b' p -ALL HM En.KA LS TO BE 2X45 O I EE REMOVED -ALL NEW EXT.WALLS TO BE 2X45 O 16' ._-_..-__...._ BE REMOVED O 4--' O.c MaFW NOTED OTIEMSE) Oz AH-EW NOTED OTMERH1SEJ - 0 EXSTINS WALLS TO - EA5TIN5 WALLS TO U V REMAN REMAIN }' N -KNDOYSIFREYM DOORS TO 13E'PELLA' -MNWYBMWNCH DOORS TO SE FELLA' (/) (NON-IVWOG ARONnEOT SERIES mEan N�WAS 2%WIMPCA4 ARONITEOT SERIES hEETIK IEri WYLS BiN ED.OF MAW.STATE BIDS.COPE BTN ED.OP MAW.STATE BLD9.CODE -� (REFER TO ELEVATIONS FOR MMTIN5 (REFER TO ELEVATIONS FOR MINTING PATTERNS) DEMO NOTES PATTERS) DEMO NOTES -REFER TO ELEVATIONS FOR WNDOW no, 1&15 EXIST7N6 DASHED"MOONS 1 WALLS -REFER TO ELEVATIONS FOR WIMXH )O e%19TIN6 DASHED WINDOYS/WALLjobRD.IEI6HT5 ABODE SLBFLCCR TO BE REMOVED MID PATCHED AS - R.O.IEWITS,ABOVE 5UBFLOOR TO BE REMOVED AND PATOED AS NEEDED OR REPLACED AS NOTED. NEEDED OR FB'LPOED A9 NOTED. date 15 DEOEMBER 2019 SCBIe AS NOTED drawn KMIN rev. rev. EXISTING LIVING AREA = b I'1 S.F. EXISTING LIVING AREA = 442 S.F. S E G O N D F L O O R P L A N PROPOSED LIVING AREA = 1-14 S.F. T H I R D F L O O R P L A N PROPOSED LIVING AREA = 115 S.F. A SCALE: 1/4' . I'-O' TOTAL LIVING AREA = 811 S.F. ScALE: 1/4' 1'-0' TOTAL LIVING AREA = 560 S.F. H_L O ISSUED FOR PERMITTING 9nE 2 Of -r EX15TIN6 HOUSE HEM ADDITION NEM ADDITION EXISTING HOUSE . EXISTING CHIMNEY TO EX5nN6 CHIMEEY TO BE REMOVED.�PATpCNAND � A A . ERw�yoAlRDppppPpAppTpL M V E IEEDE E%T.YIALL AS NEEDED u� O ... --Exr...ILL As D o N b V AI RQ7F C3 . U ca� V i 12 RIDGES MID EAVES - V TO ALIGN RIDGES AND EAVES N POOP PLANES TO TO ALIGN EXIST. ALLGN fMFD6E OF EAST. C EDGE OU EXIST. e.M YI /t7 ® q� — o 12 ` EXIST. N ROOF PLANE5 T I IE ALIGN t INGLg ROOF O ++ Ix HEAD/JAMB CASING GERTAINTEED t -� 110 SILL TO MATCH N O FLR a EXISTINGSHED TD U n11RD FLOOR(E%ST� �RDFL.OPR(EXIST y^V}f C I U w lUE LD t ITC MA S EI F %IEAD/1AME1 CASING U( AND SILL TO NMTGI 0 R0 E%Fa E%5nN6 ` /aI � � HI `EXISTING HOUSE CLAPBOARD SIDING _ �F1NI� (TO MATCH EIN&J' �p�p - ®e �-•' V FLOOR(E`UST r �GFf.ONDFL00Re(E%I`T1' ^ O CLAPBOARD SIDING n'O MATCJI EXIST) VJ ® ,\ Z—E INGUSE, 0,* �FpI�R����BEpp FEME �HI�R s ', F�ROOR IST FIRST FLOOR(E)05T — RIGHT ELEVATION LEFT E L EVATION SCALE. 1/4' = 1-0' i _ EwsnrG CHIMNEY TO //�BgNE�RERMg�pVED�ppPCAPTCgHNp - 5 G�EFVFN�CA�• I O' E%ISTM6 Ex5nN6 --_—�PXT.IW1LL1A5 NEEOFD �n)MON-STFLIGT� — — 2x4 COLLAR TIES _ o ALIGN AxD EAVES a W'OL. �£e 6 ?s�= �Q#g l,kNVMAW*ROOF SHINGLES BY zim= 9..MmNxAR1.'ROOF CERTAINTEED 3^o va P� ~' SNIN6LE9 BY - S/b'Cox PLYWOOD CERTAINIEED 2x85 a Ib'DO. e ' a$_ 12 12 ROOF FLAWS RNES TO �nz If1)-) 12•/- 2 e=��e c r o 5 0 3 BEDROOM 9/OFPKE h% !}<>`._s ••PLATE NE' BASED •` 12 ON MMNTARUNG E%IGT. 12'12./•ROOF PLANE ••OFFICE/BEDROOM 3 `� �hME.I° >' Q� PureNTAINI BASED OFFICE ' -: ON 2-/-ROOF P EXISTING 10�12./•ROOF PLANE GUTTER DETAILING TO l[MATUI�EI TRIG 3/4'T.6 PLY 4y t W J0m,916 OL. \ O Uto y 9 RR• W 2%10 CONE.RIM ER ROOK IFJaST In C TOP CF DBL._ PLATE a BEDROOM 5 .0-0 - ON IK�$IR�AP�PINS W.C.DX SHINGLES L•v, : t > I%IEAD JPMB CA51N5 KO cox PLY YJ //��� _ N AND 51L TO MATCH -' LOAD BEARING WALL 2X45 6 IV OL. W EXISTING m j R-13 P 6.UENII- 4-+ V) IJJ �X = BEDROOM 3 NURSEY Q� hD MALORTIB�OAp�S E 0 ll E 0 il m � CY� _ -,✓ S/4'T46 PLY m�- JOISTS. S.I ((99))2T0]SOFFIT BEAM 3 X J05T5 G Ib'OL. (BILCKIN&A9 RFARED 0 FIR., ry 2J00 GOHT.RIM REFER TO DE M C L LLI BB RA �o rPLo> .— O mmm (�ca Tv U2'GYP.BOARD IXb TIb BEAD- ON I%9 GTRAPPING BOARD CEILING Q CLAPBOARD SIDING m I 2XB5 a Ib'OL. (TO MATCH Ex15T1 \ 4 0E1 j KITCHEN job no.: 161s 12'DNA.PA. m I CALLMN date IS OEGEMBER 2on S/4pT��TbQpPLRY J0i5Ts a Ib'oL. t I scale As NOTED �• YV 290 CONT.RIM 1x41PE DECKING ON 2x8 P.T.DECK drawn SUB FLR JOISTS s Ib•O.C. e FIRST FLOOR ra ExISn-7 rev. ]Xb P. LL W (Typw AbU4'-0 OC. �(LO ST� rev. CRAWL § NEEDED) 17 O CONCRETE FRO T A- 3 p WAIL ON 24'X 12' REAR ELEVAT ION SECTI ON �1 w`'Or FOOTRG tr $GALES I/4' . I'-O' 5 G A L E. 1/4' . 1--o• ISSUED FOR PERMNTING snt 3 of 'T FIRST FLOOR FRAMING NOTES GARAGE SHEATHING ROOF FRAMING NOTES $ g o PANEL AND FASTENER REQUIREMENTS - FIRST FLOOR JOISTS TO BE - SHORT WALL 5E5MENT5 AT GARAGE ALL DOOR OR WINDOW HEADERS - RAFTERS TO BE 2XIO'S @ 16" O.G. o N An 11 1/8" AJ5-20'5 @ 16"O.G.. DOOR OPENINGS TO INCLUDE ADDITIONAL IN EXTERIOR WALL5 OR 2X6 BEARING UNLESS NOTED. SEE SCHEDULE IN w PROVIDE 1 1/4"OR 3/4"GDX PLYWOOD(VERT.) IN51DE WALL5 TO BE (3) 2X6'5 W/ I/2" PLYWOOD GENERAL NOTES FOR ACCEPTABLE - UNLE55 NOTED BELOW,ALL FASTENERS SHALL CONFORM TO TABLE 1 1/8" L5L,LVL,OR 055 RIM THE OVERHEAD DOOR WALL. PLYWOOD SPACERS UNLE55 NOTED. ALL HEADERS TIMBER SPECIES AND GRADES. 120.01 ON PA6E5 1030 AND 1031 OF THE MASSACHUSETTS STATE s JOIST BY SAME MANUFACTURER TO BE FASTENED TO BOTH SILLS AND IN INTERIOR 2X4 BEARING WALL5 TO BE BUILDING CODE. AS JOISTS. WALL STUDS W/8D RING SHANK NAILS (2) 2X65 W/ 1/2" PLYWOOD 5PAGER5 - PROVIDE 2XIO MINIMUM LEDGER ON SPACED AT NO MORE THAN 6"APART UNLE55 NOTED. HEADERS SHOWN ON TOP OF SHEATHING FOR SUPPORT - PLYWOOD ROOF PANELS- 5/8"GDX PLYWOOD,UNBLOCKED EDGE5, PLAN ARE IN THE WALL5 BELOW THE AND CONNECTION OF RAFTERS AT 80 NAILE5 @ 6" AROUND PERIMETER,SD @ 10" PANEL INTERIOR FIELD m - FOLLOW ALL MANUFACTURER'S FRAMING IN QUESTION. OVERLAY FRAMING. RECOMMENDED DETAILS FOR ATTACHED PORCHES INSTALLATION OF JOISTS. - PROVIDE POSTING AT EACH END OF ALL - PLYWOOD FLOOR PANELS - 3/4" TXG G PLUGGED C PANELS, P05T CONNECTIONS TO FOUNDATION WALL5/ 5BRHEAMS AND AT OTHER LOCATIONS AS - RAFTERS SHALL BE TOENAILED TO WALL UNBLOCKED EDGE5, IOD NAILS _ .E - PROVIDE BLOCKING USING SAME CONCRETE TUBES (3)CNN XON ORP(5)2X6 ALL UPOSTS S UNLE55 BE J015T5 AT SUPPORTS AND SH PLATES AND FACE NAILED OALL ILIN6AL50 BE MATERIAL E JOISTS OVER ALL - PB44 OR PP64(12 GAUGE) STEEL P05T BASE ANCHORED FOR UPLIFT W/51MP50N - PLYWOOD WALL PANELS- I/2"COX PLYWOOD,BLOCKED E06E5, BEAMS EXCEPT FLUSH BEAMS WHERE ANCHORS CAST INTO SURFACE OF WALL H2.5 RAFTER TIE EACH RAFTER. 8D NAILS @ 6" AROUND PERIMETER,8D @ 10" PANEL INTERIOR FIELD THERE IS A WALL ABOVE AND UNDER ALL BRACED WALL PANELS A5 NOTED - ALL P05TS SHALL BE CONT. DOWN FROM THEIR TOP POINT TO FOUND.OR � ON DRAWINGS(SEE DRAWING A-11 FOR - FASTEN RAFTERS TO NON-STRUCTURAL RIDGE - GYPSUM SHEAR WALL PANELS - 1/2"GYPSUM PANELS,ED(5E5 WALL5 ABOVE) CARRYING(TRANSFER) BEAM. POSTS ARE TYPICALLY CALLED OUT AT THEIR W/(4) I&D TOE NAILS OR(3) 160 FACE NAILS BLOCKED(PANELS VERTICAL),@ 6" AROUND PERIMETER, C/) TOPMOST POINT. PROVIDE SAME EACH RAFTER. FASTEN RAFTERS TO STRUCTURAL IOD @ 10" PANEL INTERIOR FIELD V w -UNLESS OTHERWISE NOTED,FLOOR EXTERIOR WALL ASSEMBLY P05T 51ZE BELOW ULE55 NOTED. PROVIDE RIDGE WITH SLOPED-SEAT RAFTER HANGER SHEATHING SHALL BE APA RATED SOLID BLOCKIN6 THROUGH FLOORS OR SIMPSON A55 FRAMING ANCHOR EACH SIDE. - 6YP5UM CEILING PANELS.- 1/2"GYPSUM PANELS,E06E5 UNBLOCKED, H "5TURD-I-FLOOR",EXP. I,COMBINATION (SECOND FLOOR PLATFORM BENEATH ALL POSTS. SHEATHING AND UNDERLAYMENT, UP TO DOUBLE PLATE) 5D NAILS @ 6"PERIMETER,50 @ 10" PANEL INTERIOR FIELD H TONGUE-B-GROOVED,3/4" THICK, NOTE: USE 3" MIN. END P05T AT EACH HOLD- 50 @ 4" PERIMETER,5D @ 10" INTERIOR FIELD t--� MINIMUM 24"O.G.SPAN RATING. HORIZONTAL BLOCKING FOR NAILING DOWN(2 STUDS). ALL CONNECTORS AT HOLD- -FASTEN RAFTERS AT RIDGE FOR UPLIFT GLUE AND NAIL FLOOR SHEATHING - m a TO BE PROVIDED WITHIN 45"OF DOWN5 TO BE PER MANUFACTURER'S 5PE05. U51N6 EITHER OPTION A OR OPTION B, '* NOTE-SEE ARCHITECTURAL 5PE05 FOR FIRE SEPARATION 1+1 TO JOISTS. OUTSIDE CORNERS OF MAIN HOUSE AS FOLLOWS. WALL5 AND CEILING AND GARAGE. V V) - -SEE DRAWING A-9 FOR DOOR AND - PLYWOOD SHEETS SHALL BE NAILED OPTION A: APPLY 51MP50N L5TA STRAP a WINDOW HEADERS ABOVE THIS TO SILLS,PLATES,STUDS AND RIM JOISTS ACROSS THE TOP OF THE RIDGE THIS DESIGN A55UME5 THAT THE STRUCTURE 15 "ENGL05ED" WHICH FRAMING W/LEVEL. 50 AT PERT- CEILING FRAMING NOTES OPTION B INSTALL 2X6 RIDGE LOCK BLOCK: MEANS THAT H16H IMPACT WINDOW 6LAS5 WILL BE INSTALLED OR f° COMMON NAILS;6" METERS AND S" IN THE FIELD. PLYWOOD ACROSS THE RAFTERS IMMEDIATELY HURRICANE SHUTTERS WILL BE INSTALLED.DOORS AND WINDOW5 -SILLS TO BE(2) 2X6 PRE55URE SHALL SPAN ACROSS THE BOTTOM AND BELOW THE RIDGE AND FASTEN ARE NOT INCLUDED IN THI5 DE516N AND SHALL BE ATTACHED TREATED W/5/5" X 12"LONG TOP PLATES TO EFFECTIVELY TIE THE -CEILING JOISTS OR ATTIC FLOOR J015T5 THEM TO THE RAFTERS W/A MINIMUM ACCORDING TO THE MANUFACTURES INSTRUCTIONS. GALVANIZED STEEL HOOKED ANCHOR PLATES TO THE STUD WALL ASSEMBLY. TO BE 2XIO'5 @ 16"O.G.UNLE55 OF 51X(6) 100 NAILS ALL 51MP50N STRONG TIE FASTENERS SHALL BE INSTALL PER L BOLTS @ 4'-O"MAX.O.G.AND 12" OTHERWISE NOTED. MANUFACTURERS SPECIFICATIONS. FROM CORNERS OR SPLICES. BOLTS - EXT.SHEATHING TO CONSIST la TO ENGAGE BOTH PLATES AND BE OF MIN. 1/2"COX PLYWOOD W/ -UNLE55 OTHERWISE NOTED ROOF SHEATHING FA5TENDED W/3"X3" PLATE WASHERS A MINIMUM 24/0 5PAN RATING. - PROVIDE BLOCKING USING SAME SHALL BE APA RATED 5HEATHING,EXP. I,5/8" NAILED WITH SD COMMON NAILS MATERIAL AS JOISTS OVER ALL THICK,32/16 OR BETTER SPAN RATING. AT 6" SPACING ON THE E06E5 BEARING WALL5 WHERE THERE 15 A WALL AND 12" SPACING ON THE FIELD ABOVE,AND OVER AND UNDER ALL -ALL DOOR OR WINDOW HEADERS EXTERIOR WALL ASSEMBLY BRACED WALL PANELS AS NOTED ON FRAMING SYMBOLS (SECOND FLOOR PLATFORM - PLYWOOD SHEETS TO BE APPLIED THE DRAWIN65. IN EXTERIOR WALLS 5 2X1/ BEARING OP DOWN TO DOUBLE 51LL) HORIZONTALLY WITH VERTICAL JOINTS SPACER BE NOTED ALL HEADERS JOINTS TO BE STAGGERED A MIN. OF 32" BETWEEN LIFTS(TWO STUD BAYS). - UNLESS OTHERWISE NOTED,FLOOR IN INTERIOR 2X4 WALL5 TO BE(2) 2X6'S C3 - WOOD P05T DOWN � .�-ooe -EXT.SHEATHING TO CONSIST PLYWOOD SHALL SPAN ACROSS 5HEATHING SHALL BE APA RATED W/1/2" PLYWOOD SPACERS UNLE55 NOTED =a;�-o6 �_a OF MIN. 1/2"GDX PLYWOOD W/ THE BOTTOM AND TOP PLATES "5TURD-I-FLOOR",EXP. I,COMBINATION HEADERS 5HOWN ON PLAN ARE IN THE ® - WOOD P05T UP AND DOWN .9'saS ZS:9.:d �g9 A MINIMUM 24/0 SPAN RATING. TO EFFECTIVELY TIE THE PLATES SHEATHING AND UNDERLAYMENT, WALL5 BELOW THE FRAMING IN QUESTION. _s -9sgo NAILED WITH 8D COMMON NAILS TO THE STUD WALL ASSEMBLY. TONGUE-B-GROOVED,3/4" THICK, x -WOOD P05T UP AT 6" 5PAGIN6 ON THE E06E5 MINIMUM 24" O.G.SPAN RATING. - PROVIDE POSTING AT EACH END OF ALLra s ��_ '-5 AND 10" 5PAGIN6 ON THE FIELD GLUE AND NAIL FLOOR SHEATHING BEAMS AND AT OTHER LOCATIONS AS 9- �� _.= - BEARING WALL BELOW ' a TO JOISTS. HOWN ON P AN5. ALL POSTS TO BE 55 as�d se: m (3) 2X4 OR�3) 2X6 STUDS UNLESS NOTED - PLYWOOD SHEETS TO BE APPLIED SECOND FLOOR FRAMING NOTES - ALL DOOR OR WINDOW HEADERS - BRACED SHEAR WALL5(BEARING 4 HORIZONTALLY WITH VERTICAL JOINTS IN EXTERIOR WALL5 OR 2X6 BEARING -ALL POSTS SHALL BE CONT. DOWN FROM NON-BEARING) L JOINTS TO BE STAGGERED A MIN.OF THEIR TOP POINT TO FOUND.OR +� -SECOND FLOOR J015T5 TO BE WALL5 TO BE (3) 2X6'5 W/ 1/2" PLYWOOD CARRYING(TRAN5FE BEAM. POSTS 0 V) 32" BETWEEN LIFTS(TWO STUD BAYS). II T/8"AJS-20'S 8 AJ5-25'S @ I6"O.G.. SPACERS UNLE55 NOTED. ALL HEADERS ARE TYPICALLY GALLED OUT AT THEIR +� V t^ - BRACED SHEAR WALL5. PROVIDE +� PLYWOOD SHALL SPAN ACROSS PROVIDE 1 1/4"OR 11/6" L5L, IN INTERIOR 2X4 BEARIN WALLS TO BE(2) TOPMOST POINT. PROVIDE SAME SHEATHING ON BOTH SIDES N ai o THE BOTTOM AND TOP PLATES LVL,OR 05B RIM JOIST 2X6'S W/ 1/2" PLYWOOD 5PAGER5 UNLE55 P05T 51ZE BELOW ULE55 NOTED. PROVIDE c N V to z TO EFFECTIVELY TIE THE PLATES LV SAME MANUFACTURER NOTED HEADERS SHOWN ON PLAN ARE IN SOLID BLOCKING THROUGH FLOORS 0-� = TO THE STUD WALL ASSEMBLY. THE WALL5 BELOW THE FRAMING IN BENEATH ALL POSTS. 4- V) A5 J015T5. QUESTION. to (n c b a) N •- N - HORIZONTAL BLOCKING FOR NAILING - PROVIDE POSTING MAXIMUM RAFTER SPAN STRUCTURAL DESIGN CRITERIA Q AT EACH END OF ALL �� N TO BE PROVIDED WITHIN 45"OF - FOLLOW ALL MANUFACTURER'S BEAMS AND AT OTHER LOCATIONS AS OUTSIDE CORNERS OF MAIN HOUSE RECOMMENDED DETAILS FOR S$HHOWN ON PLANS. ALL POSTS TO BE `'� Cy�+: rts AND GARAGE. INSTALLATION OF JOISTS. (3) 2X4 OR(�3) 2X6 5TUD5 UNLE55 NOTED LUMBER GRADE AND m.- L RAFTER SPECIES c i O SIZE -FIRST FLOOR 40 P5F LL O r V u - PLYWOOD SHEETS SHALL BE NAILED - PROVIDE BLOCKING USING SAME - ALL POSTS SHALL BE CONT.DOWN FROM as 5-P-F 5-P-F(5)" 15 P5F DL LGLO TO 51LL5,PLATES,5TUD5 AND RIM J015T5 MATERIAL A5 J015T5 OVER ALL THEIR TOP POINT TO FOUND.OR NO.2 NO.2 - SECOND FLOOR 36 P5F W/SD COMMON NAILS;6"AT PERT- BEAMS EXCEPT FLUSH BEAMS WHERE CARRYING(TRANSFER) BEAM. P05T5 15 P5F Q 8" IN THE FIELD. PLYWOOD THERE 15 A WALL ABOVE AND UNDER ARE TYPICALLY GALLED OUT AT THEIR METERS AND SHALL SPAN IN THE THE BOTTOM AND ALL BRACED WALL PANELS A5 NOTED TOPMOST POINT. PROVIDE SAME - ATTIC/5TO. 20 P5F job no.: ieis TOP PLATES TO EFFECTIVELY TIE THE ON DRAWIN65(5EE DW6.A-12 FOR P05T 51ZE BELOW ULE55 NOTED.PROVIDE 2X8 II'-fl" II'-4" 10 P5F WALL5 ABOVE) SOLID BLOCKING THROUGH FLOORS date 15 CUCEMGER 2011 PLATES TO THE STUD WALL ASSEMBLY. BENEATH ALL POSTS. - ROOF 35 P5F -UNLE55 OTHERWISE NOTED,FLOOR 2XIO 15-2" 14'-5" IS PSF scale drawn: As yEc SHEATHING SHALL BE APA RATED - EXT. WALL5 15 P5F DL "5TURD-I-FLOOR",EXP. 1,COMBINATION rev. 5HEATHING AND UNDERLAYMENT, - INT. WALL5 50 P5F DL TONGUE-B-GROOVED,3/4" THICK, 2XI2 Il'-6" 16'-9" rev. MINIMUM 24"O.G.SPAN RATING. - DECKS/PORCHES 60 PSF GLUE AND NAIL FLOOR 5HEATHING E62 CTO JOISTS. 2 -------- 19'-4" J ISSUED FOR PERMITf1NG sht 4 of f o � o - V A P.T.T o . 240 FLOOR A -P.T.bT Yb 1LPT 2%B IPL JOISTS O 16OL. (3).2XI0(SO..FFIT&U 2AO FLOOR JOISTSO16'OL. �FLOOR 15 10 �VI 2Xo PLGR lsrs o w'oc. 0vp J05T9 O Ib'OL. � M LLO � o A3 `• e @e = N m —._. 2A0 FLOOR two FwoR « ar i0 JOISTS O M'OL. 2XIO FLOOR JJI515016'OL: _ ______________CJg@D !L44R______ _ Ir o JOISTS TO REM __________________________________-_-.______________________________ y ; ------- -- ll -------------------- - • ______ _______ __ ___ FX5 ING BOOR G Y ________________________________ ' "---- E%STING BOOR ��_ T /fJ� JOISTS TO REMAIN _ _ ` JOISTS TO REM _ ___ N Y `mgm FLOOR__ _ rJ)1XOftft HELOWm-LOA01 _ __ _ __ __ _ o /r JOISTS TO REINAIN __ � �_. _. f____•_____________________ _ __________________________________ • i __ ______________ ____________________________ ____________________________________ C 2w0 FLOOR __///__________________�9- =4 _______ _______ ____________________________ ' J015T5 O 10'OL. JOISTS TO REMAIN / -OSTs TO REMAIN / V1 �_-__ v_______FJ(IGTING F JOrTSTHIS FLOOR J�/ Y/ JOISTS TO REMAIN 1e ,O5T9 TO RE �.. ______________________ _________ _______________________ ______ ___________ _______-----------------------____ _______ 01 ---------------------------------- ----- -- -------- ------- F ------------------ - -------- = ------------------------------------ -_ ••E4ST1NG FRAMING:COBALT -JOISTS'TO REMAIN - y^ r , STRZnRA-ENGINEER FOR ______ _________________ _________ ® V SITE INSPECTION WON INrEWOR ________ ^�7 RBYNAnONS O 'R. _______________________________ ________ r ' L _____ _ ________ _________________ _____ E%ISnN6 BOOR F 1 R S T FLOOR FRAMING PLAN Jo1sTs To REMAIn - -------- SCALE. 1/4' • 1'-0' ------------------------------------------------------------- ` ------------------- ------------------ ........ FLOOR______ _----_ -�E%ISTINbfL00R______ --------- Ila _______JOISTS TO REMAIN / __________JOISTS TO REMAIIN __ _ ________ _______________________ ___ _____ fF2XIO FLOOR ffff1111 OIGT9016'OL. ___________________________________ _____________________ JIS OR FLO O A A3 -------------------------------------- •Ewsnru FRAMING,cONrAcr mo RGVR Two Rose sTRIwTLRAL ENGnrE$e FOR JOISTS o w'OL. JOISTS o IV 0.6 SITE IrrsELnoN I.POrI 1NRHt1pR F8lOJAnONS - ----- ---- - --------- ------ Ya --------•_F..... BLS _-___ - -----•�-ro15 � S,I�,1215I@___-- .-.1 •.. > 'es�i<W'`eT" os. _ a B_ ____________________________ _____ _________ ___ __ tea- :-�----------------------- @s< °m5l ----------------------- ---------------------------------------------------------------------- - 5 E G O N D F L O O R F RAM I NO FL AN s i ---------- r , - ' -� C ' ----------- ro._ cn TO REMAN a� Lo vf°i �, roa Q� 2 o ---------------------------------- ----------I O - WOOD POST DOWN ----+ - TOILET LOCATION(SPACE JOISTS AS m,; Li ____________ NEEDED FOR PLUMBING CLEARANCE) of C t� ' ------------ -- ------- ----------- ® - WOOD PO5T UP AND DOWN O.S- OU PJO�TIN§,j)( R'IQI�T� - ALL POSTS @ ENDS OF BEAM5 TO BE ._ i TO REMAN _______'_�s�NNx_LIc_g1`'T3___ La L.L (3) 2X4'S OR(3) 2X6'S UNLESS NOTED C!) -____________________________ _______________--_____________ _-- x - WOOD POST UP ((3) 2X&'5 AT ALL EXTERIOR WALL5) Q -------------------------------------------------------------------- '---------------------------------- --------- - BEARING WALL BELOW ALL WINDOW HEADERS TO BE(3) 2X6'S job no.: iws W/ 1/2" PLYWOOD UNLESS NOTED date 15 DECEMBER eon ---------------- - BRACED SHEAR WALL5. PROVIDE scale AS NOTED CONTA4SHEATHING ON BOTH SIDES - SEE STRUCTURAL GENERAL NOTES drawn: KHK s,,,,G„��I,�� AND TYPICAL DETAILS FOR OTHER SITE TM WON INTERIOR . RENOVATIONS - BRACED SHEAR WALL5(BEARING 8 REQUIREMENTS. rev. NON-BEARING) rev. $ S-2T H I R D FLOOR FRAMI NG PL A N nSCALE, 1/4' 1'-0' ISSUED FOR PERMITTING sht 5 of '► a r E 0 0 -------- ------------------- ---------- --- - ---------------- I to CX 2X8 PAFTBZS _J 2XD RAFr M5 old oL. 16.oL. ----------------------------- ------ % 16'oL. I ------------------- ----- ---- -- ----------- ------------------------------ 6 .s 2XD RAPOIS 2X8 RAFT.Is o 2X&CL6.XtSTS *16,ol. I"oo EASTINS SKTL16frr -- ------------- -------------- -—----- OPEN" TO ----- MTCHFX15nN6 I --------------------- ----------- - ------- --- ------------------------ J -----------------ikymRLOF ---------n------:7------ SM----7------------ ---------- 'o' /__ --- ----------- ------------------- ----- *lmsTj---- -- ------------ ----- -------- --- ------- --------- - ---------- -------- - ---- -------------------- -------------:L------J: ----------- -----------------------------jL------J -------------------- -- : : ----------------------- -------------------- -------- -- ---- - ---------------------- -------------- --------- T- EA'n X ----------- N" -- ----------- \\--------------\ -------FD4A4M ------------------- ----------------------_t PJPV TS I . EXlJnN5 hP6EITO R&AINI JOISTS To REMAIN--------------- n\ — '_ ------------------------ ---- ------------------ ------- ---------------------------- r 0*0 L -------------------- I r -------------------------- �F- ------------------------ -------- --- ------------ ---------------------------- --- ------ ----------------- �/------------------------------ ------------ ----------—------------------ _41---------------------------------- - ------------- Z----------------- - --------------------- -------- ---- ------------------------- EA5TTM5 ZqI77 ------------ p-------------- ..... x575 To REPtA-1 ----------- ----- ---------------- --- ---- ---------- ------------- ------------------- --- F----------------- ---- --------- ------------------------------------L L__I -----b____ . ----------------------------- ------ ------ ---------------- --------------- ifspeeS5- CONTACT • �M St etSTWTLWAL EN51WER FOR i 54TE[WFWTIO MO INTERIOR STWIW5PEC SHM RENOVAnOW. WATIO - -z324 2 er<d. .3 m. Jail! ROOF FRAMING PLAN CEILING FRAMING PLAN Q) 15 SCALE. 1/4" - 10" 5CALE, 1/4' - 10' CI_ 0 W — (A 0 Q)— -------------- Ln U 0 (u (n E LZ cr Ln - WOOD F05T DOWN TOILET LOCATION (SPACE J015T5 AS NEEDED FOR PLUMBING CLEARANCE) V, 0 0 - WOOD P05T UP AND DOWN ALL P05T5 @ EN05 OF BEAM5 TO BE (3)2x4ls OR(5) 2X6'5 UNLE55 NOTED _0(h WOOD P05T UP ((3) 2X65 AT ALL EXTERIOR NALL5) -0 BEARING WALL BELOW job no.: lassALL WINDOW HEADERS TO BE(5) 2X6'5 u'I YVI/2" PLYV4000 UNLESS NOTED date 15PErEMMR2017 A BRACED SHEAR NALL5. PROVIDE scale As NoTEv SHEATHING ON BOTH SIDES SEE 5TRUCTURAL GENERAL NOTE5 -- -------------- 0 AND TYPICAL DETAILS FOR OTHER drawn KMH REOUIREMENT5. rev. BRACED 5HEAR NALL5(BEARING i NON-BEARING) rev. 0 ROOF PLAN eOALE, I/e,* - I0' S 3 O ISSUED FOR PERMITTING rht 6 Of 60 . /�pwNEN tw5 Iy�esTNSA rrn eRACFOIin'wLL ------------------------------------------------------------------------------------ // \\ (SEEPS FOR SPAiNb/as a�+a E I/ •`,I —=-f=__ 0EL TOP PLATE iVD 11410E OILY � � Uf I' CONTIN TS"AND TOEN6 NAILED I I I I ILL '----�r•----�i-.----' TO JO4T9 PND TOE NAILED ,I,I I 1 z a II N F 'Do NAIL EVERY B' DOMN TO TOP PLATE w TWO r N 2%4 DBL TOP RATE I I 3/H' I 1 1 I I I I 2 h ILI( FASTEN SHEATH H6 TO 3/5° I I Q tY a 95 I.I ;J y 'r; �-� BO OOMWN NAILS IN 3'GRID 41 I I ® I! ! t• o-elf I!1'bYP BOARD PATTERN AS 5HOYN AND 3'OL. Q _ C VERTICAL PANELS ALL IN ALL FRAN9N6 STIRS AND SILLS(TYP) i •I(I I I i ;II II ii O r W TENED .6 (�'I BLOCKI _ i I!I I I i 1 ii TI AS NEEDED) o951OIB�R NAILS IN ROY4 ' � A 1!1 FRAMING MEMBERS . . �54`•y- �JO � IIIIIIII.IIC1IIII IIII IIII — ______________________ EDGE INTERMEDIA HEADER TO JACK SRTE N A S1 24016' L SIMPSON B)LSTA21 STRAP n PERK so INSIDE o myY NN(2)2%b SDB mri cY` Eo KING POST STUD _ L ,� III f I I F I I I F', 2X6 SILL PLATE 1ALK STUD ao c.> i i ( 3 N I 1 ;� IK •• W (2)16D.B'OL. o Top OF LONTINKllf ELOOKINS NAILED TOP OF _________ TO TRIO AND TOE NAILED ImU7 HOLDDOWS(lYP1 C S° FOUND. DOIW TO TOP RATE w TWO HOD MAIL EVERY B' I A I Z PANEL U V MIN. f DoLLN.e EovE US SILL ON 2%b P.T.SILL w N N NAIL SPALIN6 . \ D�ETAIUTO B�NDRI�AL 0.11T,3, w 5/B'%12'6ALVPMZED PANEL IF USED MAX IT FROM CORNS;5. STEEL ANCHOR BOLTS ^ L. •p BE FASTEN BOLTS SHALL STAGGERED NAIL (DOUBLE NAIL EDGE SPACING DETAIL) NOT FASTENED L PATTERN w B•XS•PLAre HLr61[R9 E.ARM RUN PARALLEL IN ' fly SHEAR BE A THEN .1015T N6 SHALL BE A FLOOR JO15T (•� _ PANEL EDGE I NOTE INTERIOR WALLS DO NOT ~ u ALL EXTERIOR WALLS ARE CONSIDERED REONTM HOLD DOYNS NNAJ y �" PERFORATED SHEAR WALLS IC_I71 O V VERTICAL AND HORIZONTAL NAILING NARROW-WALL BRACING V L FOR ALL PLYWOOD WALL SHEATHING TYP. INT. NON-LOAD BEARING WALL HEADER 5TRAPPING SG ALE, I/2' = I'-O' 9c ALES I/]' = I'-O' 9cA LE. I/] • 1'-O' ca 0*01m UPPER RAFTERS , RAFTER SIMPSON LS70 / l `\� HATTACH -0 R 2X12 LEDGER CLIP j ED W/3-16D TO EACH B LOW LEDGER W/(3)16D EA."RAFTER BELOW J5A each) o LSTA9 6._2 as E LS70 HORIZONTAL 2%BLOCKING FOR �'�a`y _9 o 8 o NAILING THE PLYWOOD EDGES O PLYoAOOD BLOCKING DETAIL O NOT TO TER CONNECTION DETAIL5 FO oRAME OVER LEDGER DETAIL L T TO 5_1AL.E 0 N Z V In 0-0 ra TEPO/fl STRAP SEVENLY OVER 4 N �y •C OF RIDbB AND NAILER TO ALL ER �••+/"�� RAFTS Kt(R)HOD NAIL$EA SIDE(IS NAILS TOTAL Q `C z Cy Lr) SIMPSON LSU26 N M (% RAFTER HANGER p�y_, -- - oIA- - - 0 0 0 o SHED ROOF HOLDON S W V IIOLDOI'N`S BOLTED w RAFTERS 2X10/2X12 LEDGER 5/6'AWAVR BOLTS y Z 0 0 0 0 0 0 0 � ————— —— —— TIMBERLOK SCREWS(X4')TOP&BOT. SECURE INTO SOLID FRAMING Q SPACED @ 16"o/c I job no.: IGIs TO 112 SET A BOLTS dale IS DEcEMBER ton TO�SET A MIN OF 12'MIN IN FOTNb ' scale A9 NOTED drawn: 1GMW OPTION 2:2X6 Rl 6 TIES IMMEDIATELY BELOW THE R06E WAWN/D FASTENED TO THE RAFTERS rev. WJA K Slf)E(B)HOD LOMNGT! rev. O TYPICAL RIDGE 5TRAP DETAIL OPTIONS O LEDGER DETAIL O GARAGE HOLDOAN DETAIL Q EXT. HALL C o J Hli NOT TO SCALE NOT TO SCALE NOT TO SCALE O -4 M ISSUED FOR PERMITTING sh1 -( of -t 1. ASSESSORS REF.: FEMA FLOOD ZONE ZONE: `.' t Map 034, Parcel 018 RF Zone X (RPOD) �CpT. FEMA Map #25001 C0756J Area (min.) 87,120 SF BllILDI�G' July 16, 2014 Fronta e (min) 150' t �r kaa In Width (min) no h1 11 VP. Setbacks: DEC 1 H 20 Fron t 30' �RNST�$LE Side 15r 4 TOWN Of �° Rear 15' w zney ahW fined width Public Wa � Location Map y) s 1"=2000'f / O CB/DH S625059" et r / Fnd E I ° Proposed 196.41 Edge of Pove. 3 / r Additions { N Approx Septic System I _� / (by BOH card). . LEGEND WC/1 19.7 v N / Stone & Deck ; 4r k1 ' Stone Walk ° d Stone Deciduous Tree hh Drive Bit 412 Covered { ohw NDrive Porch � onw —o— Sign _ ' ° :: o.:S;• Light Post _•..�.... � © Gas Gate 40.8 #1035 - c1 ® Iron Pipe _ :` ` ; CB/DH 41x3 ...a.: ° GU 40. Y::. 3 s ty w/f 46.3 y Raaf — — v::. .a. Dwelling 9.4 Overhong — — �o:•: .Q Utility Pole 40.9 a s111=42.0 x o d OHW— Overhead Wires 40.9 Si11=41.8 o ^r Y X Spot Shot Elev 1 sty. w/f 41.4 ' Stone ^ ;� Cottage/Garage Patio j N a Stone:wa 1F d Shower 40.E 53.4' m ° N' 4.7 c 17.84' 201.22, end \ . A1675122"W t�,a 'RICHARD R. L'HEUREUX N/F ;� �� p NO. 34312 0 Edward C Crawford IBM Top of CB/DH e1=11.1' �� 96011198 Approx Town Map NAVD88 Fnd j S JPA LAN09 d , 0 5 10 15 20 30 40 FEET Sheet # Title: Prepared For: . Ca �� �� P Notes/Revisions: Plan Of Proposed Additions ale: 1.) The property line information shown was p. 1"=20' William J Spring compiled from available record information. 1 of At 1035 Main Street y 23 West Bay Rd Suite G . D;ate: 1035 Main Str. 2.) The topographic information was obtained 1 Osterville MA 02655 25/OCT/17 COtUjt, MA. 02635 23from OCTa17on the ground survey performed on Barnstable (Cotuit) Mass. (508)420-3994 (508)420-3995 fax Dwg: 3.) Thedatum used is Aprox MSL From Town Map copesurvftapecod.net I C313_1G1 NAV I,I �