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�� C� ool. �; �. } Town of Barnstable Building Department - 200 Main Street t BARNSTABLE, # Hyannis, MA 02601 9 MASS. 1639- , (508) 862-4038 RFD MA'S A Certificate of Occupancy Application Number: 201006598 CO Number: 20110142 Parcel ID: 020066 CO Issue Date: 09109111 Location: 224 SCHOOL STREET Zoning Classification: RESIDENCE F DISTRICT Proposed Use: SINGLE FAMILY HOME Village: COTUIT Gen Contractor: ROGERS & MARNEY, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: C�/(7 Building Department Signature Date Signed 1I4Er TOWN OF BARNSTABLE Building Application Ref: 201006598* BARNSTABLE, * Issue Date: 01/13/11 Permit MASS. �ArFO 3�A� Applicant: ROGERS&MARNEY,INC Permit Number: B 20110066 Proposed Use: SINGLE FAMILY HOME Expiration Date: 07/13/11 Location 224 SCHOOL STREET Zoning District RF Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 020066 Permit Fee$ 1,887.29 Contractor ROGERS&MARNEY,INC Village COTUIT App Fee$ 50.00 License Num 164688 Est Construction Cost$ 370,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND ADD ON NEW KITCHEN,FAMILY ROOM,GARAGE AND DECK. RE OVMIS CARD MUST BE KEPT POSTED UNTIL FINAL FP,ADD ON SMALL DORMER AT FRT&DBL DORM GABLE AT REAR INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SCUDDER, ROGER E BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 224 SCHOOL ST INSPECTION HAS BEEN MADE. COTUIT,MA 02635 Application Entered b : RM Building Permit Issued B PP Y ge :_ Y THIS PERMIT CONVEYS NO'RIGHT TO OCCUPYNY;.A STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY.. ENCROACHEMENTS ON PUBLIC;PROPERTY,NOT SPECIFICALLY PERMITTED;UNDER THE,BUILDING CODE,MUST BE APPROVED BY-THE JURISDICTION. STREET ORALLY.GRADES'AS WELL AS DEPTH AND LOCATION'OF-PUBLIC-SEWERS MAY BE'.OBTAINED FROM THE,'DE PARTMENT OFTUBLIC WORKS. THE ISSUANCE OF;THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY;APPLICABLESUBDIVISION RESTRICTIONS MIN I^ UM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE,REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION.APPROVALS I/lea 2 D " 2 2 AfR4S i7 rr't r r At c G/f> 9 a w e 2, r r 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health uIKE TOWN O=- BARNSTABLE ��-� ti 9 ding �► Application Ref: 201006597 "s.BARNSTASLE, Issue Date: Ol/13/11 Permit y MASS. R Applicant: ROGERS&MARNEY,INC Permit Number: B 20110067 Proposed Use: SINGLE FAMILY HOME Expiration Date: 07/13/11 Location 224 SCHOOL STREET Zoning District RF Permit Type: RES.BLDG MOVE/FOUNDATION Map Parcel 020066 Permit Fee$ 250.00 Contractor ROGERS&MARNEY,INC Village COTUIT App Fee$ License Num 164688 Est Construction Cost$ 30,000 Remarks. APPROVED PLANS MUST BE RETAINED ON JOB AND LIFT EXISTING HOUSE AND INSTALL NEW CONCRETE FOUNDATION THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SCUDDER, ROGER E BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 224 SCHOOL ST INSPECTION HAS BEEN MADE. COTUIT, MA 02635 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS,NO.RIGHT.TO OCCUPY ANY STREET,ALLY OR SIDEWALK Ok"ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY": ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY PERMITTED-UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC.SEWERS MAY BE OBTAINED FROM THE,DEPARTMENT.OF PUBLIC WORKS: THE ISSUANCE OF THIS PERMIT DOES'-NOT.RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY•APPLICABLE SUBDIVISION RESTRICTIONS. r r MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 V �;; po^i avAa(�al �1'6ObY�f 1 5 x Q w h o . V&(- 0� A4cK R,=F 2 �ywa '` �� 1'2ut�� 2 2 10J4 -z �Gc r/ Baltic. lb"I 3 AqAJ p � �! K 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 r He th �� q � 1 Talaphone: 508/563-6049 COLONY INSULATION, INC. 28 Jonathan Bourne Drive, Pocasset, MA 02559 CLOSED-CELL FOAM INSULATION SPEC SHEET CONTRACTOR: �pS �" �a16� Tu L JOB SITE ADDRESS: 01 ay sc)V'Oo1 St . DATE: r� B AREA THICKNESS R-T-sI0E Ceiling 1 Cathedral Ceiling t Garage Ceiling - Basement Ceiling Y /� Slopes I IL13 67 Exterior W all Garage Hse. Wall Walkout Wall Cathedral W all Blockers Overhang S tair/R isers All R-values and thi kness measurem is re deemed to be accurate by the following installers: TECHNICAL DATA FOR MATERIALS IS ATTACHED TO THIS F ORM llhermoSeaC 2000—Product Specification ASTM D2856 >=90% Viscosity & Weights ASTM D2196 Viscosity A Side ISO @ 70°F 215±35 B Side Resin @ 700 F 7001100 _ i 3�✓ ASTM D1475 Weight/Gallon Sgr. rs A Side ISO @ 77°F 10.2lbs B Side Resin @ 77°F 9.8lbs PO Box 1182 New Canaan, CT. 06840 Mixing,Ratio By Volume Phone &Fax: 800.853.1577 ThermoSeal 2000 is a standard 1:1 mix http:///www.SprayFoamPolymers.com product.Slightly off ratio can produce slightly heavier odors and foam characteristics.Typically a heavier A ratio will produce a crunchier foam result,and a heavier B Side ratio will produce a spongier result. Electrical Wiring ThermoSeal 2000 is chemically compatible Suggested Preparation&Use with all 14/3, 12/2 and other similarly ThermoSeal 2000 will perform best when coated electrical wirings.For knob and tube gradually climate controlled to 77°F the wiring please seek the approval of your night before application.While local building inspector. recirculation of ThermoSeal 2000 without Product Storage heat prior to each days spraying is Component A-550 Ibs of Isocynate stored suggested,recirculation of ThermoSeal in a a 55 gallon container outlined above. Bacterial and Fungal Evaluation 2000 in order to rapidly heat the product is Component'A'must be protected from ThermoSeal 2000 is not a source of food not is not suggested and may result in a freezing or deemed useless. for mold,insects or rodents.It has no decrease in catalyst count and product "' nutritional value.ThermoSeal 2000 reduces yield.We suggest starting with a Component B-500 lbs of ThermoSeal 2000 the introduction of moisture,food,and temperature of 125°F and a working proprietary formulated resin Component mold spores into the building envelope pressure of 1000 psi. `B'must be stored between 55°F and 80°F significantly more than traditional never exceeding either extreme. insulation such as fiberglass,cellulose and other non-sealants which do not provide an Both components temperatures should be at air barrier. Product Availability 75°F prior to mixing and use. Contact Spray Foam Polymers at WARRANTY Environment/Health/Safety 1.800.853.1577 for sales and availability When installed properly be a Spray Foam ThermoSeal 2000 contains no CFC's options.. Polymers authorized representative who has HCFC's,formaldehyde,or volatile organic compounds.Following installation there Packaging completed all training offered by SFP,SFPwarrants that the product will meet all will be a 24-48 hour occupancy window Products are shipped in 55 gallon open top product specifications outlined in this before the odors,emissions and gasses have steel drums.At the customers request the specification document. dissipated to a habitable level for products may be shipped in 55 gallons open individuals highly sensitive to the materials top semi-clear plastic resin drums. installed. ThermoSeal 2000 is is not to be installed within 2"of heat emitting surfaces where heat dissipated exceeds 185°F. DISCLAIMER:Information contained herein is,true and accurate,but all recommendations or suggestions are made without guarantee.Spray Foam Polymers,LLC(SFP)products are intended for sale to industrial and commercial customers.Since SFP exercises no control over its customers appreciation or use of the product manufactured by SFP*ysince materials used with the products may vary,it is understood that SFP can warrant only that our products will meet our written specifications.Nothing herein shall constitute any warianty of merchantability or fitness,nor is protection from any law or patent to be inferred.ThermoSeal must be installed in accordance with all applicable building codes and a building inspector's approval should be requested prior to installation.All patent rights are reserved.SFP requests that customers inspect and test our products before use,and satisfy themselves as to contents and suitability.The exclusive remedy for all proven claims is replacement of our materials and in no event shall SFP be liable for any consequential,incidental,indirect,or special damages resulting in any manner from the furnishing of the material. PhermoSeaC 2000—Product Specification -°` Air Permeance/Air Barrier ThermoSeal 2000 fills any shape cavity Burn Characteristics including all voids,cracks,and crevices ThermoSeal 2000 will be consumed by SPt. rS adhering to multiple substrates such as flame but will not sustain flame upon wood,metal,and concrete creating a removal of the flame source.ThermoSeal 2'hermoSeal2000 system with very little air permeance.With 2000 will not melt or drip.,ThermoSeal ThermoSeal 2000 no additional interior or 2000 must be installed in accordance with Product Specification exterior air infiltration protection is all applicable building codes and a building required. inspectors approval should be requested Product Name', prior to installation. ThermoSeal 2000 is the registered ASTM E283 Air Leakage . trademark of SprayFoamPolymers.com for Zero(0) ft'/s.ft2 @ 75Pa(25mph wind) ASTM E84 Surface Burning Properties its 2.Olb high density,closed cell foam Sustained Wind Load Flame Spread @5" <=25 insulation. Smoke Developed @ 5" <=450 60 minutes@1000 Pa(90mph wind) Class 1 rating Product Description TBD Fuel Contribution none o . partially ASTM 2863 Oxygen Index TBD/o ThermoSeal 2000 is a semi-rigid;p y Gust Wind Load Test water blown,2.Olb high density @3000 Pa(160 mph wind) VOC TESTING polyurethane foam insulation system blown TBD CAN/ULC-S774 Pass by Enovate®blowing agent and water SASKATCHEWAN RESEARCH which simultaneously insulates and air- ThermoSealTM 2.0 qualifies as an air barrier COUNCIL seals your building structure. ThermoSeal as defined by ICC. 2000 is designed to make homes more ThermoSeal 2000 must be covered by an energy efficient,stronger,healthier,quieter approved 15 minute thermal barrier or and more comfortable.ThermoSeal 2000 is Water VaDor Pgrmeance pp applied as a liquid spray which expands ThermoSeal 2000 is water vapor permeable ignition barrier, approximately 15 times its initial mass and and will allow structural moisture to escape. flame-spread ratings are not cures within seconds into a semi-rigid mass. For situations requiring a vapor barrier the tended flto reflect hazards presented by this ThermoSeal 2000 fills all building cavities use of low vapor permeable paint on the intended in or any other material under actual fire completely sealing all cracks,crevices,and interior of drywall is an option. conditions. voids where air.loss and infiltration are most common. Water Vapor Transmission Properties: E96 data Compressive and Tensile Stren t�h ASTM ASTM 1" ThermoSeal 2000 has favorable Technical Data compressive and Tensile strength properties Water Absorption for high density foam. Thermal Performance ThermoSeal 2000 is water repellent,will Thermal resistance(aged 180 days)R/in. not wick,and does not exhibit capillary ASTM D1623 Tensile Strength 80 psi ASTM C518: R6.62hr.f Z OF/BTU properties.Water cannot be forced into the ASTM D1621 Compressive Strength 35 psi foam under pressure because of its high Average insulation contributionin stud degree of closed cell structure Physical Characteristics wall: DIMENSIONAL STABILITY 2"x4"=R23 2"x6"=R36 Acoustical Properties Performance in a 2"x 6"wood stud wall. ASTM D—2126 ThermoSeal 2000 provides greater R value 1580 F 100% Relative Humidity,7 days performance than other equivalent R value ASTM E413 STC Sound Transmission Volume Change <8% insulation materials which are air TBD permeable such as fiberglass.ThermoSeal 2000 does not lose R value due to wind, ASTM E 90 Class 33 Closed Cell Content ageing,convection,air infiltration or . ThermoSeal 2000 is considered closed cell moisture.An R value fact sheet.is available Fungi Resistance foam insulation: upon request. ASTM G—21 ZERO RATING DISCLAIMER:Infotmadon contained herein is,true end accurate,but all recommendations or suggestions are made without guarantee.Spray Foam Polymers,LLC(SFP)Pnatducts are erials used intended for sale to industrial and commercial customers.Since SFP exercises no control over its customers appreciation or use of the product manufactured by SFP endsEryc with the products may vary,it is understood that SFP can warrant only that our products will meet our written specifications.Nothing herein shall constitute any warranty of merchantability or fitness,nor is protection from any law or patent to be inferted.ThermoSeal must be installed in accordance with all applicable building codes and a building inspector's approval should be requested prior to installation.All patent rights are reserved.SFP requests that customers inspect and test our products before use,and satisfy themselves as to contents and suitability.The exclusive remedy for all proven claims is replacement of our materials and in no event shall SFP be liable for any consequential,incidental,indirect,or special damages resulting in any manner from the fumhing of the material. L TOWN OF BARNSTABLE BUILDING PERMIT A 'T ION "LZ f'wOr� s � Ma ��� Parcel O(o�o �A ' lication # - p pp Health Division �� H Date Issued Conservation Division 'I �� �1r� )I���nr^ �. Appli��$atFee 1© Planning Dept. Permit Fee Z cl Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis \Project Street Address 2�g' SC�OL SZ12 � nn Village ('tzT V cT � 1V ) Owner J��FfRC ( C� LOtZa-A4)5--Sc0b0WLAddress 8 gVeccNd-( LANF=4SiNsses 1,.C7, Telephone (.0 8 ' `104(0 _ Permit Request &bb ON Y-X—Lc�,PAM(L�-k V= AAUV (>&C- t2Sc,Al�U►J�Vi Square feet: 1 st floor: existing 6Wproposed ffl(o 2nd floor: existing proposed 5&% Total new Zoning District Flood Plain NO Groundwater Overlay Project Valuation 000 Construction Type V�b Lot Size 1(o,111 Jf/ ,4?> AC Grandfathered: .❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family X Two Family ❑ Multi-Family (# units) O�Age of Existing Structure 19 30 Historic House: $4 Yes ❑ No On Old King's Highway: ❑Yes AXNo Basement Type: Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) IZ`l0* Number of Baths: Full: existing new 2 Half: existing new '2 Number of Bedrooms: 3 existing 1�new Total Room Count (not including baths): existing '� new_F First Floor Room Count ( Heat Type and Fuel: 0 Gas ❑ Oil ❑ Electric ❑ Other .a Central Air: q4 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: OPYes'_1 No TO tbr- tz�C�eV Detached garage: C�existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ neW size_ Attached garage: ❑ existing new °"'�g g g � �ize _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# }� Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �G2srr �� � (W C Telephone Number 5�8 4r2� tom Address VCR Tbox SL0 License # CS MI C,9 Home Improvement Contractor# 004038 038 Worker's Compensation # WC0o Co51844-3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 2 3 /to FOR OFFICIAL USE ONLY APPLICATION# 'DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: A y FOUNDATION SO I. o� rY r!� M-A < FRAME Afft 1 9'r Y o [I y rim 5�3cpi( r21u-`f� INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 7� D DATE CLOSED OUT ASSOCIATION PLAN NO. The Contntonivealtlt of lassachusetts .... Department of ludusirial Accidents t- ''- Office of Ltvestigations t,•;_ z{ ; 4 600 ji✓ashbigion Streel P ._=q sX --� ,r Boston,?Is4 02111 wtvir. tass.govIdia Workers' Coinpensation Insurance Affidaxit:Builders/ContractorslElecttzcians/Plumbers . applicant Information Please Print Leaibh• Nutlet,BasinessrOrgau .atioivludividuil) d��+�+s A L p NC Address: ?c �e9JC c � 4�S L5^1 '�+�2►Js'�DJP�-� I�D+� City/StatetZip: v ZV � Phone Are you an employer' Check the.appropiiat ox: Type of project(required). 1.❑ I am a employer with 4• I ant a general contractor and I Katie hued the sub-contractors: 6. ❑Ne;� construction employees(full arid"or part-time).* Remodeling ?.❑ I am a sole proprietor or partner- listed oil the attached sheet.. ❑ ship and have no employees These sub-contractors have S. ❑ Demolition +working for me in any capacity. employees and Have a orlers 9. Building.addition [No workers' comp.insurance comp.tnsurance.:= required.) °" 5. ❑ �lre.are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I required.] a homeowner doing all�wark . officers have exercised their l l.❑Plumbing repairs or additions right of exemption periGL � myself:[No workers'comp.. � 1_.❑Roof repairs insurance required.] 7 c. 152, §1(4).,and we have no employees.[No workers 13:❑ Other' comp.insurance required.] •Any applicaut that checks box al must also fill oui the section below sbou•ing tiler workers'compeLsadon pobv inforLution- Fomermners who subunit this affidavit indicating they are doing all work and then hire outside contractors must submit a new afidwa indicating such :Contractors that check this'oox must attached au additional sheet showing the name of the sub-coutrictors and state whether or not those e",ies have employees. If the sub-contractor have employees,they must provide their workers'comp.policy number. .I arrt ati employer tltat i.spro+zding tvorkers'coiiipeitsatiort uisitrance for,int'erttploJ•ees. Below is the:policy mud job site, information. `(�_y_�--//�,t ��.tn insurance Company\Tame:_�Vk&� Tt, SyV2A►NC'?C e\Kx Policv-�or Self-ins.Lic. yVL CO(051844 5 Expiration D•tte: Job Site address: 224 --CA*ML S-1V'bb, City::Stateizip: WRyrl MA. Attach a copy of the n orkers'compensation policy declaration page(slioning the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the impos itioa of criminal penalties of a fine tip to$1,500.00 andfor one-year imprisonment,as well as civil penalties in the form of a STOP I ORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of. Investigations of the DIA for insurance coverage verification. I do hereby cert der the ai pelt 'es of petjnrr that the infornratiott provided above is true and correct. Simature: Date: to NJ U Phone Official tine ortl)•. Do not is-rite in this area,to be completed 6y citt,or town official. Citti or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Cityi ronn Clerk 4.Electrical Inspector -5.Plumbing Inspector 6.Other Contact Person: Phone#:._ 08/13/2010 10:12 5083932273 NORTHWOOD INSURANCE PAGE 02 oA (LBAf001YYYY) CERTIFICATE 4F LIABILITY INSURANCE bP1° T° 08 13 10 r$UPON THE C DER.THIS THIS CERTIFICATE 15133UED AS A MATTER OF FORNIA't'IOMEND.EXTEND OR ALTER THE COVERAGE AFFORDED BY T L HEPOLICIES CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY A BELOW TH13 CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. se s 0 la 1111, Illpo c s nttrs en a e Nr an endorsamNnt. A statement onthls certificate.doss nbt confer r1yMs to the the terms and cor0lona of the policy,certain policies may require certtflcate holder In%u of such endorsemerlt(s)• NAIAF. PRODUCER (A IC,No):` Northwood Ins. Agency, Inc. ADORE"' - - 540 Main Street, suite``9 ROt3f►.R-1 Hyannis m 02601 cusTOMERws N+itA MURER(S)APPORDBIG COVERAGE phone:506-7'11-1b32 rax:SJOS-393-2955 24414 NIgLNtER A i cg,+ril atrwlty zrdu:poi cep,_ IN8IRED _ RoQera S, MA=ney,, Inc• *AURER 11: 'AMriom xntetnotionat arawp SOX 310 OstlsrVtlie )NA 0205 INSURER D: INSURER E; W"ER F REVISION NUMBER: COVERAGES CERTIFICATE NUMBER: FOR ICY THIS i 0 THAT POLICI OF INS LIMED LOW HAVE B N I$$UED 0 THE I D NAMEDWa TM RESPECT TO WHICH THIS INOICATW. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION BY THE PCi.11:lE ��IBEOF ANY CONTRACT OR OTHER D HEREIN IS SUBJECT TO ALL THE TERMS CERTIFICATE MAY BE�D MAY PERTAIN,THE INSLIRANCE SHO p(CLUSI0W AND CONOITICWS OF SUCH POLICIES.LIMITS SHOWN MAY NAVE BEEN REDUCED BY PAID CLAIMS.DnYYY1 "NODfVM) : LNIVT6 _ TYM OF N KWA 49 tN� POLICY NUMBErt (�� lTR - _ £A�OCCURRENCE S 1,O0O,QOO - RAL UARLQY s 100,000 CCI 0395621 03/20/10 03/20/11 pREMISES1EaoccI�e) A X CON7r1ERCIA4oENERAL LIAe0.irr , ,,. MED EXP(Avy ON perc0 l S 5,000 GIAIMISMADE a OCCUR. w .` PERSONAL h ADV INJURY $1,000,000 GENERALAGWECATE s2,000,000 PROOLCTS-CWPIOPAGG s 2,000,000 GENL AGGREGATE LIMIT APPLIES PER POLICY PRO LOC n - CON6INlEDSINPLELIMIT f 1 QOO OOO ' AUTOMOBLE LIABILITY . GCCIdw) I. r ANY AUTO AcRA 0395621 03/20/10 03/20/11 BODILY INJURY(Per Nr-w) s ALL OvNJED AUTOS ' f30DILY INJURY(Per eCadvnt) S X r ' PROPERTY DAMAGE SCFEDLlE0AUT05 ," (Per accimt) }( MIRED AUTOS : X NDNO`/'II'£D AUTOS' $ . tl3/20/10 03/20/11 EACH OCCURRENCE S10,000,000 A L>MBReLALIAe =CILAIUMr�-IWAM GCtT 0395621 AGGREGATE $ 4 Excen I" DEDUCPSLE $- .' ATHM X RErENnON s 10,000 01 O1/10, 01/01/11 T)RYLIMITS ER B MUI EMPLOYERS'LUIBLffY YIN El EACH ACCIDENT i SOO,OOO ANY pROPRIETOPoPARTNER/E*cLRNE ❑ VA - - 0FFICERM9tXR EXCLUDED? E L.DISEASE-EA EMPLOYEE 15001000 (M.ndtory In N H) s' ` _ U�Ye�,Ae9CfWe VWw E.L.DISEASE-POLCY UMR $5OO,0O0 DESCRIPTION OF OPERATIONIS OENCRPTION OF Oft-mmONSICOC COCA-Togs I VENICI.Ea (AMach ACORD t01,AeeNlon•t RemKfts SCMaub,Kn,ore�Doee N nqukad) CERTIFICATE HOLDER CANCELLATION " SHOULD ANY OF THE ABOVE DESCREW POLICIES BE CANCELLED SURE BARNSTI, THE M(PIRATION DATE THEREOF.NOTICE WILL BE DELNERED IN ACCORDANCE WrfH THE POLICY PROVISIONS, Town of Barnstable rurmollilm Ri4pitesiNfAms 367 Mein Street Hyannis 1& 02601' 01940.20DC ACORb CORPORATION. AN char res+rv+d -%. n co Ze wb 26/ oa,oa) .. Thb�,co,eo..o.»•sne,ove..•r•ycu•� of AOoao _ . a , A Massachusetts - Department of Public Safety. Board of Building- RC(ruiations and Standards .5 ° Construction Supervisor, License License: CS 102999 5 . . Restricted to 00 r GARY SOUZA 11' P.O. BOX 211 COTUIT, MA 02635 a Expiration: 8/16/2012 C'ttnnnissionrr , Tr#+102999 r"_ e • - { e Restricted to: 00 pip'- Unrestricted omeS 2 F am i H 1 G -1. Y Failure to possess a current edition of,the Massachusetts,State Building Code s, 6 is cause for revocation of this license:•' Refer to: WWWMass Gov/DPS t ,e A -^. • Office of Consumer Affairs and Business Regulation 10 Park Plaza,,- Suite 5170 Boston, Ma' ssachusetts'02116 Home Improvement Contractor Registration Registration: 164688 Type: Private Corporation r Expiration: 10/30/2011 Tr#- 290070 ROGERS AND MARNEY, INC. GARY ,SOUZA --- - P.O. BOX 310 - OSTERVILLE, MA 02655 �:._--- -- ---^ y Update Address and return card.Mark reason for change. i y, Address Renewal Employment Lost Card DPS-CAI 0 5OM-04/04-G101216 — — — - - - t:,' � ✓/LC l.'O'717/YI149llUClLICIl � .((.p.,1dCLCltUdP.�d" ,r.. �. .m. _- Office of Consumer Affairs&Business Regulation License or registration valid for individul?use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation- Registration: 164688 10 Park Plaza-Suite S170 Expiration: 10/30/2011 Tr#~290070 Boston,MA 02116Type: Private Corporation ROGERS AND MARNEY, INC, GARY SOUZA 445 WEST BARNSTABLE RD. OSTERVILLE,MA 02655 Undersecretary Not v id it out signature 00HE r Town of Barnstable Regulatory Senlices v MASS. 0 Thomas F.Geiler,Director 039. OM,,�' Building Division Tom Perry, Building Comiriiss ones 200 Main Street, Hyannis, NU% Of ice: SOS S6? ;035' Far; .50S'790 630 Property Owner Must Complete and: Sign This Section If Using A Builder I, As pa Y Ci 2. as•Q;cner of'the subject propetTy- hereby.authorize ROGERS & b1ARNEY, INC. to act on my-'behalf; in all matters relative to work authorized by°this building permit application for'(address of ` job) SiAh �6eofkwner Date Print lama �tHE r, Town of Barnstable A �► Barnstable Historical Commission BAMW,ABM 206 Main Street, Hyannis;Massachusetts o2601 .` Maas. $ (508) 862-4786 Fax(508) 862-4726 1659• a1� www.town.barnstable.ma.us 'OlFp Mpl - Linda Hutchenrider,Town Clerk 367 Main Street '= Thomas Perry, Building Commissioner _. . .... 200-Main Street - Hyannis, MA 02601 Steven Cook Cotuit Bay Designs, LLC - 43 Brewster Road Mashpee,MA 02649 Re: DECISION of the Barnstable Historical Commission,pursuant to the Code of the Town of Barnstable ss 112-1 through ss 112-7 Finding that the proposed demolition is not a significant change to the historical architectural character of the building. No demolition delay was instituted Location: 224 School St. Cotuit Assessors map and parcel: Map/parcel 020006 Applicant: Steven H. Cook, Cotuit Bay Design A public hearing was held November 03, 2010 to review demolition and alterations to portions of the residence at,the above referenced location. Based upon a review of the site and revised plans entitled"New Addition/Remodeling for Scudder.Residence, 224 School Street,Cotuit, MA,dated 1019312010,the Commission found that the proposed demolition and alterations do not constitute a significant alteration of the historic and architectural character of the residence. The plans referenced above are most appropriate. No demolition delay was instituted Sincerely \ I Barbara Flinn, Chairman November 2010 :a OF Ut .* �, *► - rx#Ex•�e�ttrtxnen# R � , COTUIT _ FIRE DISTRICT, 4300 FALMOUTH ROAD, P.O. BOX 451 I926 ' - COTUIT, MASS. 02635 PHONE 508-428-2687 ' FAX 508-428-7517 December 13, 2010 ra: Mrs. Roger Scudder PO'Box 402 y Cotuit, MA 02635-0402 - Dear Mrs.Scudder, Y. On Monday, December-`13`h;we turned off the water and disconnected the meter at 224 School Street. Sincerely; { Chris Wiseman Superintendent i • • .•fir. + .. d JAN-13-2011 07:50 KEYSPAN 718 403 6986 P.01/01 nationalgrid January 13, 2011 4 Res 224..School S EgA Qotult. Ma This letter is to notify you that the gas service located at 224 School Street, Cotuit„ Ma was cut off on 01/11/11 . = If you have any questions, please feel free to contact me c@ 7816907-2930 Sincerely, Diane L.Stevenin Customer Driven Construction diane.steveninCus.ngrid.cam 781-907-2930 781-522-1066 fax 40 Sylvan Road E-2 Waltham, Ma 02451 TOTAL P.01 Dec. 21, 2010 9:03AM Nstar No, 8076 P. 2 ONSTAR NSTAR Electric Gas Company One NSTAR Wayy,,Westwood,Massachusetts 02090-9230 EL EC TR/C GAS December 21, 2010' Jeffrey P Scudder 8 Gregory Ln Simsbury CT 06070 .. RE: 224 School St Cotuit MA Dear Jeffrey P Scudder: This letter will serve as confirmation that the electric service at 224 School St Cotuit MA, has been removed as of 12/17/10---wto# 1808744. Based on this information, there is no electric power to this building and you may proceed with the demolition. If you have any questions, please contact me at 888-633-3797 Sincerely, Ms Mebshie New Connections Office - x CIC/w NewTemoate The following sub,contractors Are planned to perform'work at 224 School Street for Rogers &Marney, Inc.. 9 Northside Land Const:,LLC. - Site Contractor,'(WC#2001W6188) EX:xpires 7/13/11 Bouse House -.(WC#8436360)'Expiies 5/18/1.1` ; k r Bay Colony Concrete Forms; Inca =F6undaiion (WC#;_WC0002466)Expires 3/31/11 David+Cox, Inc. -Roofing & Sidm 8 .• , g g'(WC#,'UB 910X7422-10)Expires 7/16/11 La.fluer' Electric.,Co.j(WC 7924574) Expires 7/9/1:1 SpencerUallet Pluinbing� Inc. (WC# 15494F) Expires 2/22/11 South Shore Heating & Cooling, Inc. (WC# 500614701).�Expires'1/10/11 ` Colony Insulation,-Inc. (WC#) Expires'1/26/11 `. Blueboard Spec ialist_,(WC# UB-0194N848='10) Expires 3/3/11 Pat.Kellei-het,'Insta'llations—Garage Do6rs`(WC#C46251362)Expires 4/7/11 Horner Millwork Corp. = Stairs (W'C#,000853=I0)Expires 1/1/11 Harmon'Painting, Inc. (WC#J6189,M)Expires I/4/J-1 � 1." • M wT. L t . ' III i A 1 5a400 L .579, CC.) AWC Guide to Wood Construction in High.Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 cYIR 5301.2.1.i)l Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...............................................:................... ...............:................................ 110 mph Wind Exposure Category...........................::..................................................................:................................B u 1.2 APPLICABILITY Number of Stories.(a roof which exceeds 8 in 12 slope shall be considered a story) Z stones :52 stories Roof Pitch........................................................................... Fi 2 1 Z. :512:12 1� MeanRoof Height .............................................................. (Fig 2)...............I........................... ft s 33' BuildingWidth,W...............................................................(Fig 3).............. ............................... .............. ........... :58 BuildingLength,L...............................................................(Fig 3).....................---:........................ ft <'80' . Building Aspect Ratio(L/W) ...............................................(Fig 4)..................................................`.Z4T:5<3:1 Nominal Height of Tallest Opening ...................................(Fig 4)................................................1<_6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(fable 2):........:...................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1. Concrete... .......... Concrete Masonry................................. —�. 2.2 ANCHORAGE TO FOUNDATION1`3 5/8"Anchor Botts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only. Bolt Spacing—general........... ...............................(fable 4)...............---......:.............. .. .... in. ✓� . Bolt Spacing from endpoint of plate .......(Fig5 A_ Bolt Embedment—concrete.........................................(Fig 5)...........................:.......:....... in.2:7" ✓' Bolt Embedment—masonry...................... (Fig 5)...................... 2: " �� it 15 Plate Washer............................................. .............(Fig 5 .......a 3°x 3"x'/<" 3.1 FLOORS . Floor framing member spans checked .......:...................... (per 780 CMR Chapter 55)..............:..........:......... v� Maximum Floor Opening Dimension......................... (Fig 6).....:.....:......................................�L.ft<_12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....:..........................I....... 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)....................................................12 ft 5 d Floor Bracing at Endwalls....................................................(Fig 9)............................................ *...... .: Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness .....:...............:.................:.........(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening..................................................(Table 2)..$d nails at in edge/lZin field. tom- 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... g ft s 10, Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... ft ft 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5).:.....:.............&in.s 24 o.c. Wall Story Offsets (Figs 7 8 8).....................................::..:.. d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls...................:....................................(fable 5)..............................2x(o - ft O in. Non-Loadbearing walls................................................(Table 5)................:.............2x�- ft(in. Gable End Wall Bracing' Full Height Endwall Studs..:.........................................(Fig 10)........:...................................... ... ✓' WSP Attic Floor Length..........................:......... ........ ..... ..... (Fig 11)...:...........:......,.. C7 ft>_W/3 Gypsum Ceiling Length(if WSP not used):..................(Fig 11)............................. 7z;i Z.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.t.russ bays_t� Double Top.Plate Splice Length ........................................................(Fig 13 and Table 6).................................... Z ft . Splice Connection(no.of 16d common nails)..............(fable 6)..................:...............................:....... . . AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist f®r C®>l>aiplialnce(780 CMR 5301:2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails) ....(Tables 7)......................................... ..,,,,, Z Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)..' ails)..:..................:..........(fable 8)............................. ................................... Load Bearing Wall Openings(record largest opening but check all openings for.compliance to Table 9) Header Spans ...............................:........................(Table 9)...,......_................ ......: ft 0 in.<_11, Sill Plate Spans ......-----•.................•-----......----...........(Table9)....._....._...................... ft0 in._11' v� Full Height Studs (no.of studs)......:.......................::...(Table 9)...................................................... 4— Non-Load Bearing Wall Openings(record,largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9) ............. ...._._....._.... $fta in.512' ... :Sill Plate Spans.....:.........---------- ....------ .:......:...............(fable 9)..................................-X ftQ in.<_12" Full Height Studs(no.of studs)....-•.............................(fable 9)...............................:........................�-- �. Exterior Wall Sheathing to Resist-Uplift and Shear Simultaneously,, Minimum Building Dimension W G z Nominal Height of Tallest Opening ..........:................. !0 0 s 6'8" ................................................ Sheathing Type..............................................(note 4).....................................................(.055P tom' Edge Nail Spacing ..(fable 10 or note 4 if less)..........................� Field Nail Spacing..........................:..........:....(fable 10)................................................. t 2 in. Shear Connection(no.of 16d common nails)(fable 10)........... Percent Full-Height Sheathing......................:(Table 10).,Z6 _.ISRy2 Z5A?a► _% ti• 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).................... Maximum Building Dimension,L Nominal Height of Tallest Openingz...:.............................................. ........ 6'8" sr Sheathing Type....:.........................................(note 4).............._--....____............_....... Edge Nail Spacing.........................................(fable 11 or note 4 if less)........................ in. Feld Nail S n —� P 9 (fable 11).......:.:......... t in. ✓' Shear Connection(no.of 16d common nails)(fable 11).. .� Percent Full-Height Sheathing.............. (Table 11)�r,e�.(`? y _, .LSwr,--•_ova 5%Additional Sheathing for Wall with.Opening>6V(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) .Lf Roof Overhang ...................................................(Figure 19)............._L ft s smaller of 2'.or L/3 t� Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12).............................................U:4?�plf Lateral.............................................(Table 12).............................................L=�P� Shear....................................... .......(Table 12)............................................S= 7''! Of Ridge Strap Connections;if collar ties not used per P Page 21._. (Table 13)..........:....................T= PIf �+ Gable Rake Outlooker.........................................(Figure 20).............1 ft<_smaller of 2'or LQ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors d, Uplift:......:..:..................................:..(Table 14)............... .................--t1=417 Lateral(no.of 16d common nails)...(Table 14)........................................L= Ib. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 aril 59)........ Roof Sheathing Th . ickness.::.:.....:...4........_.....__-__...................................................... in.>7h6'WSP — ' _ 1� Roof Sheathing Fastening............................................(Table 2)) :.......... .................... Notes: ......................... - 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 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. Comer 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 i T q n Tables-10and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2'in,nominal thickness pressure treated#2-grade. w ;5,4Y �CtiUy fC �z/3fto f ' AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7go cNm 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Fu11-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels.shall be installed with strength axis parallel to studs. I All horizontal joints shall occur over and be a 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 -t �ra��srsaN F*WAM cXEsd WdLS ATs br- - :—= --- - 11 p tr 21 ■t'6Y 11 It JI ■f_ CL U ■i p� J it ■1� 1■ u rr tt�� 11 ''17-�'--- II 112 See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wand Areas::1I0 mph Wind Zone M� 1. �S�Cb�il3� � �� �.effi �Il�11tIl� 7� 80 Q;I�t 5301.2.1 � .1 w ■ , 43 , ■ . , -M ■ T - ---_ , ■ � - , STAGGED UWPATFEAN PAS PAMELI EDGE. DQtIffiEusjLHxENvAmmOETAL Detail Vertical and Hotizontal Nailing for Panel Attachment zd Q-3 89 Harbor Point!PA i I -J:Z-C� MA 7:0361 i -j, RE 1 (2 JA lei A s:-7 -i -k2 0 " b:L t ; 12, i C�- L . I 1.07 1 11 1 L 15! 14-o I I!ilv j ------------- A AMN 'AJ 121 7-! RAMSBEAM V2 . 0 - Gravity Beam Design wicensed to: Dan Braman, P.E. Job: Scudder, 224 School,,, Cotuit' Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User . Selected). ,= W12X19 Fy = 36. 0 ksi Total Beam Length (ft) = 20 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 01.9 k/ft Line Loads (k/ft) : . Distl Dist2 DLl DL2 Pre DL1' Pre . DL2 LL1 LL2 0. 00 20 . 00 0 . 180 0 . 180 0 . 000 0 . 000 0 . 480 0 . 480 SHEAR: Max V (kips) = 6. 79 fv (ksi) 2 . 38 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange , Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 33. 9 10 . 0 0. 0 1 . 00 19. 13 24 . 00 19. 13 24 . 00 Controlling 33. 9 10A 0 . 0 1. 00 19. 13 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 1 . 99 1 . 99 Max + LL reaction 4 . 80 4 . 80 Max + total reaction 6. 79 6. 79 DEFLECTIONS: Dead load (in) at 10.00 ft = -0 . 190 . L/D = 1263 Live load (in) at 10. 00 ft = -0 .458 L/D = 524 Total load (in) at 10 . 00 ft 0.'648 L/D = 370 RAMSBEAM V2 . 0 - Gravity Beam Design 'Licensed to: Dan Braman, P.E.. Job: Scudder, 224 School, Cotuit Steel Code: RISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W12X26 Fy = 36. 0 ksi Total Beam Length (ft) = 25. 00 Top Flange Braced By Decking LOADS: Self. Weight = 0 . 026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DLl Pre DL2 LL1 LL2 0 . 00 . 25. 00 0 . 180. 0 . 180 0 . 000 0 . 000 0 . 480. 0 . 480 SHEAR: Max V (kips) = 8 . 58 fv (ksi) 3.05 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 53`. 6 12 . 5 0 . 0 1. 00 19. 26 24 . 00 19. 26 24 . 00 Controlling 53.6 12 . 5 .0 . 0 1. 00 19.26 24 . 00 --- REACTIONS (kips) : Left Right DL reaction 2 . 58 2 . 58 Max + LL reaction 6.'00 6. 00 Max + total reaction 8. 58 8 . 58 DEFLECTIONS: Dead load .(in) at 12 . 50 ft = -0. 306 L/D = 980 Live load (in) at � 12. 50 ft = -0. 713 L/D = 421 Total load (in) at 12 . 50 ft = -1 . 019 L/D = 294 HE lJp Town of Barnstable BAARNNSSTAABLE. : Regulatory Services 7` MASS. a 039• Building Division pfEO MA'S A 200 Main Street, Hyannis,MA 0260.1 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location a a -7 �� �- ST e 7 Permit Number o?v Dn/ 7 Owner u'o Builder -rm�. One notice to remain on job site, one notice on file in Building Department. The following items need correcting: ` 0YW E A Ae-&>r q/06 Please call: 508-862-4t for re-inspection. Inspected by Date �� pF THE Tpk� Town of Barnstable BARNSTABLE. Regulatory Services 9 MASS. `b i639 D A ' Building Division pTF MA'S 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 f Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 2 Permit Number zO t V C0('�"?p Owner ��u jJ Builder 1/ 5 h ,� One notice to remain on job site, one notice on file in Building Department. The following items need correcting: Wtt--' QO'k-/°. /N /vlr4N 665 �E�LI NCs ®CsA�v Yi/1C1Cl � Av k /J65 4�1e'5-5 4,te"' zarle, Ft:r IZ6 K-) 7-2tc �vvs ,v 4�7,-eE ' c-E / tc j G� S ?' V<f N !�` `Gtfl9�L— v� L,0-r- 2 o 'yJ 3G I�r IN��'E�?/o�c1 1 �t y 4Pc�F Xysu 6,9 z7 r- Please call: 508-862- for re-inspectioll. Inspected by Date � :l �� ____--_ �-� p c -- 1 - � ' Q U BLE °F THE Tpw Town.of Barnstable � ' 'I V ��} �' 5 7 Barnstable Historical Commission fARNSTAaLE, * 200 Main Street, Hyannis, Massachusetts 02601 9 MASS. (508) 862-4786 Fax (508) 862-4725 '�` 1639. a1� www.town.barnstable.ma.us S f ;S# Argo�� - Linda Hutchenrider,.Town Clerk 367 Main Street Thomas Perry, Building Commissioner. o 200 Main Street Hyannis, MA 02601 Steven Cook Cotuit Bay Designs, LLC 43 Brewster Road - Mashpee, MA 02649 Re: DECISION of,the.Barnstable Historical Commission,pursuant to the'Code of the Town of Barnstable'ss.112=1 through ss.112-7 Finding that the proposed demolition is not a significant change to the historical architectural-character of the building. No demolition delay..was instituted Location: 224.School St. Cotuit Assessors map and-parcel: Map/parcel 020006 Applicant: Steven H. Cook, Cotuit Bay Design A public hearing was-held November 03, 2010 to review demolition and alterations to portions of the residence at the above-referenced location. Based upon a review of the site and revised plans entitled "New Addition/Remodeling for Scudder Residence, 224 School Street,Cotuit, MA, dated 10/23/2010, the Commission found that the proposed demolition and alterations do not constitute a significant alteration of the historic and architectural',character of the residence. tThe.plaris.referenced.aliove are most appropriate.." t_No demolition delay wag instituted p Sincerely Barbara Flinn, Chairman November 2010 k Town of Barnstable Barnstable Historical Commission iARNSTABLE, * 200 Main Street, Hyannis, Massachusetts 02601 MASS. $ (508) 862-4786 Fax(508) 862-4725 1639• A10 www.townbarnstable.ma.us prFD MA'1 0 Linda Hutchenrider,Town Clerk 567 Main Street -- Thomas Perry, Building Commissioner 200 Main Street Hyannis, MA 02601 Steven Cook p Cotuit Bay Design, LLC 0�1 43 Brewster Rd Mashpee MA 02649 Re: DECISION of the Barnstable Historical Commission,pursuant to the Code of the Town of Barnstable ss 112-1 through ss 112-7 referring the application to a public hearing: Location: 224 School St, Cotuit, MA Assessors map and parcel:.020 066 The Barnstable Historical Commission unanimo usly voted to on an initial bans that the house at the above referenced location is architecturally and historically significant,by itself and in context of a group of buildings. Plans indicating demolition of two additions, and the existing low roof on the second level. The house was originally built in 1890 and is a vernacular cottage with a distinctive style. Based on these findings,-the Commission voted unanimously to refer the.application to a public_i Chearing for-further_consideration Sincerely Barbara Flinn, Chairman date: /-<5� October 2010 pFfHE ra Town of Barnstable *Permit# �`� �y ti Expires 6 months from issue date „AMM BL& : Regulatory Services Fee 9� MASS. Thomas F. Geiler,Directoro��SD� i63q. ♦0 A,ED�,ya Building Division KAa 31&1 Peter F.DiMatteo, Building Commissioner X.P R E S S PERMIT 367 Main Street, Hyannis,MA 02601w Office: 508-862-4038 AUG 2 0 2001 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION TOWN OF BARNSTABLE Not Valid without Red X-Press Imprint Map/parcel Number. ' Property Address o�a�` •�-� d���� �� °G c�T i� Af Q o0 dResidential OR ❑Commercial Value of Work 7 �� Owner's Name&Address. 9664671t/ ao2'j/ cS6111006, cS7— 607217- — Contractor's Name R/sSea, Y/C/eVr Telephone Number • ,oHome Improvement Contractor License#(if applicable) / Construction Supervisor's License#(if applicable) 24rkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name 2-6/A a/ IN Workman's Comp.Policy# Permit Request(c k box) Re-roof(stripping old shingles) ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) ❑ Other(specify) *Wh re iced: uance of s permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,�tc. Signature Q:Forms:expcatrg:rev-070601 1 I O10 I ' N I . I I I / I �f I ! t � ! I J 'pp Egsterly Portion p of Lot 24 LO f area=19,711f9.F. r' Map 20 l Parcel 66 ! I r , 26.,6' I I - / 1 I f 13° ' �e. #224 .s 15.1' Exist. ° � , Gar. 1 5.0' 16.3%/ ¢ ti Exist. ?� Fdn. 9" 5.7' so.a' (Existing) 6785 33.5' Sch,O 4 '0 O S a TOWN OF BARNSTABLE ZONING BY—LAW STREET ADDRESS.• #224 SCHOOL STREET ZONE RF ASSESSOR'S MAP 20 PARCEL 66 OWNER: ROGER SCUDDER DEED REF.: BK. 15237 PG 313 (Pre—existing, non—conforming) PLAN REF.: PL. BK, 15 PG. 67 LOT 24 (EASTERLY P7N.) SETBACKS FRONT = JO' SIDE = 15' 1 CERTIFY THAT TO THE BEST OF MY PROFESSIONAL REAR 15' KNOWLEDGE, INFORMA77ON AND BELIEF THE FOUNDATON SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS PROPERTY LINES SHOWN HEREON OF THE ZONING BY—LAW FOR 7HE TOWN OF BARNSTABLE. WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIFIED �XSNOFMASsq ON 7HE GROUND. TERRYAN WARN ER "AS—BOIL T„ THE FOUNDATION DEPIC7FD ON THIS �� No.38721 g PLAT PLAN PLAN WAS LOCATED ON THE GROUND IN BY SURVEY ON FEB. 17, 2011 AND sS A NO EXISTS AS SHOWN AS OF THE DATE BARNSTABLE, MASS. OF LOCA770N. SCALE: 1"=40' FEB. 18, 2011 THIS PLAN IS FOR PLOT PLAN TERRY A. WARNER, P.L.S. PURPOSES ONLY. . 22 LONG ROAD HARWICH, MA. 02645 (508) 432-8309 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 10-197AS N - / Lewis Pond Rood 58.80 / i 60• W LewI5 Pond � \ boa -- 6� 6. 07`. Fa 1 ZeWI5 l _ / l Pond l WETS 1 $� 9� o LOCO _—` \``\ / School Street 6 A. 'so Y o 58,92 WET 2'`,\ 62, `�\ L° Q, 68-- c� LOCUS MAP - --- -' NOT TO SCALE ��'/^ `' \� �66 \ \`\�\\\� � LEGEND ---- _ ,6 . -- 98--EXISTING CONTOUR _ _ _ __ \`\`WHET/V- \\E2 x 100.98 EXISTING SPOT GRADE 74 /^ _— _ �2� \�� `� \ `464.71 WE`T\/V-105 W EXISTING WATER SERVICE EXISTING GAS SERVICE G —O.H. V.—OVERHEAD WIRES TEST PIT BENCHMARK WETLAND SYMBOL - .81,64.�' g4-" - -__,X �80 ALL DECK,FOOTIN SH)\LL BSET OUTSIDE oh JHE PROPO§iD S.A`�. FOOTPRINT AND THE 86" -A�N 020-0 6 �\ If�S CTION PORT/S SHAL\\NOT`BE PLACED 'V �J�.V UNDERLIE TH THE DECK. Area=16,711 t s.01o�c \ x`80,(N `, 91,8 6 CNI Abut. Hse. t\ ,�I100, �� GIMP,k ` • ''�`.� �\ x 83.10 �\ o r - / �.8911 86,09 .�� p` x 81,49 SE 0 P.C i 'PROP OSE��� W � i VENT 93.87 TA `�� DECK 12'x24 ' EXISTING S.A.S 1�, i TO 8'x20' ii ` ` TO BE REMOVED AND/ X �.' 85,61 OR ABANDONED _1> tL 70 TN \i 8 . i �\\ tk x C) ,0. 6 S w t EXIS77NG SEPTIC TANK /9 1 F `mot ;¢}' _ �\ TO BE REMOVED 94,59 i , % Garage TooS 0 1 87, \\ �F�CgR OSED 3FT 79 ' 1 x \ EXISTING GARAGE Ql ITION H 87.03 AND ABANDONED TO BE DEMOLISHED 15.5' TBM- 1 x 93,4/' / $8 06 Right cor. bulkhead / x 9A PR POSED EL.=88.49(Assumed) r G RAGE 16.1, / T. .S.=89. 86.93 rWTERRY SNOFMgsS l B W O S 77NG ) ` ` x 1 .20 Gs� 89,26 TOF=89.18 \a �\ T-qAK 0 ANN N WARNER 9-2---_�� Poved 95 q9 No.38721 i Drive X 8 7,4 9 .' sS/OA/ 05v T 88,970 x t � x .31 88,16 9 91.01 0.13 8 1 ET-MAPLE .44 ' t MAPLE / x 87.89 90.45 89,44 9,36 88, 9 x / 6�8 TBM-2 & `s 6S Top of water shutoff Of t 91.145 Ea9� po�000 A/c , 1FT EL.=87.93(assumed) ��� MAssq�y� WETLAND DELINEATION Sc,S, /be�'�i ref - 87,63 PETER T. VACCARO Environmental Consulting ,7 e0 — ��j—�� g McENTEE P.O. Box 955 Sandwich, MA 02563 OO` 88,25 - �, 08' GUY WIRE CIVIL ` 3 �2¢ UP/21S No. 35109 (508) 888-5855 8'r 8 7.5 0 PSI R CFO E ZONING CLASSIFICATION: ZONE RF FLOOD PLAIN DATA /� ° SETBACKS: FRONT YARD=30' NON HAZARD—ZONE C Fr a87.05 SIDE/REAR YARD=15' X MAXIMUM BUILDING HEIGHT = 30' WIND EXPOSURE CATAGORY: Exposur B i (D Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING 1"=20' P.T.M. 214-10 12 West Crossfie Rood Long Rood 224 SCHOOL STREET COTUIT MA ^ Forestdale, TWA 0 H2644 Harwich, MA 02645 DATE CHECKED SHEET N0. (508) 477-5313 (508) 432-8309 11/5/10 P.T.M. 1 of 2 Prepared for: Roger Scudder, 224 School Street, Cotuit, MA 02635 1,k NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL 84.3- SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE INSTALL RISERS & COVERS OVER INLET PROPOSED D-BOX PERIMETER OF THE S.A.S. AND SET TO: 6" OF FINISH GRADE. INSTALL WATERTIGHT RISER & PROPOSED S.A.S. PROVIDE ACCESS TO GRADE OVER OUTLET COVER COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER END UNIT T.O.F.=89.18 (SEE HOUSE PLANS) CHARCOAL F.G. EL.=88-.5t F.G. EL.=89.0(MAX.) f F.G. EL: 89.0t F.G. EL: 86.3-89.3(MAX.) VENT / MAINTAIN 2% GRADE MIN. OVER S.A.S. L = 10 L = 15' L = 6'(MAX.) INSPECTION PORT ® S=1% (MIN.) S=1% (MIN.) @ S=1% (MIN.), 4'SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 6" 10"I. 6 10.75" TO ta" INVERT INV.=85.25 48' LIQUID INV.=83.90 LEVEL • 3 ROWS OF 7 UNITS AT 5.0'/UNIT = 35.0' GAS INV.=84.85 PROPOSED INV.=84.68 .• INV.=85.00 p=BOX SOIL ABSORPTION SYSTEM (PROFILE) (4 OUTLETS) PROPOSED SEPTIC TANK ESTABLISH VEGETATIVE COVER PROVIDE NEW SEWER OUTLET BACKFILL WITH CLEAN NATIVE OR AT, OR ABOVE, INV.=85.45 PERC SAND TO TOP OF CHAMBERS NOTES: BREAKOUT=TOP 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP ELEV.=84.33` INVERTS, PRIOR TO ,INSTALLATION. INV. ELEV.=83.90 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=83.00 -� GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 2:83' STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. SEPARATION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. TO HIGH GROUNDWATER EFFECTIVE WIDTH=8.5' 4) GAS BAFFLE TO BE INSTALLED ON, OUTLET TEE , EL=76.6 EXISTING SUITABLE MATERIAL NO GROUNDWATER . AS MANUFACTURED BY TUF-TITS, ZABEL OR EQUAL. WATER SURFACE AT POND, EL.=58.8f USE 3 ROWS OF 7-ADS Arc 36HC UNITS WITH NO SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION. N.T.S. GENERAL NOTES: SOIL LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE: OCTOBER 6, 2010 (REF# P-13,088) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL EVALUATOR: PETER McENTEE (SE#1542) OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE WITNESS` DAVID STANTON-HEALTH AGENT LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: -310 CMR 15.405(1)(b): 1) A 2' variance to the 3° maximum cover requirement, for 5' of -Elev. TP- 1 'Depth Elev. TP-2 D max. cover. S.A.S. shall be H-20 and vented. epth i 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 87.8 A 0 87.6 A 0" TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE LOAMY SAND LOAMY SAND _. DESIGN_,ENGINEER. -- -. - .-1OYR 4/2 - 1OYR 4/2 . 87:0 10 86.6 12,., 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING B B FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN MED. SAND MED. SAND ENGINEER BEFORE CONSTRUCTION CONTINUES. 10YR 5/8 1OYR 5/8 85.1 32" 84.9 5. ALL ELEVATIONS BASED ON ASSUMED- DATUM. C 36" C 32" 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF PERC THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 48" HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. MED. SAND MED. SAND 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 2.5Y 6/4 2.5Y 6/4 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 76.8 132" 76.6 1 132" 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). PERC RATE <2 MIN/IN. ("C" HORIZON) 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE NO GROUNDWATER OBSERVED INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. DESIGN CRITERIA 63.25 NUMBER OF BEDROOMS: 3 BEDROOMS SOIL TEXTURAL CLASS: CLASS 1 16" DESIGN PERCOLATION RATE: <2- MIN/IN 34.5" DAILY FLOW: 330 G.P.D. DESIGN FLOW: 330 G.P.D. GARBAGE GRINDER: NO PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY TOP VIEW PROPOSED DISTRIBUTION BOX: 3 OUTLETS MINIMUM 60" LEACHING AREA REQUIRED: (330) = 445.9 S.F. FRONTCVEW SIDE VIEW 74 END CAP USE 3 ROWS OF 7-ADS Arc 36HC UNITS WITH NO REAR/TOP VIEW NOTE: UNIT ANDSEPARATION BETWEEN EACH ROW & NO STONE TO CHANGE WITHOUTRATION NOTICE. PRODUCTABILI DETAL MAYECT SIDE VIEW DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF. OF UNIT) 4640 TRUEMAN BLVD (Arc36HC Units) 21. UNITS, x, 5.0. LF x. 4,80. SF/LF = 50.4.0 SF HILLIARD-, OHIO 43026 Are 36HC DETAIL akk DESIGN FLOW PROVIDED: 0.74(504.0 S.F.) = 373.0 G.P.D. ADVANCED DeaNAGE srs,EMS,INC. UNITS MUST BE STAMPED H-20 Engineering by: Surveying by: SCALE DRAWN JOB. Na. PROPOSED SEPTIC SYSTEM SITE PLAN. Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 214-10 12 West Crossfie 0 Road Ha Long Road 224 SCHOOL STREET COTUIT MA _ Forestdale, MA 2644 Harwich, MA 02645 DATE CHECKED SHEET N0. (508) 477-5313 (508) 432-8309 11/5/10 P.T.M. 2 of 2 Prepared for: Roger Scudder, 224 School Street, Cotuit, MA 02635 O STAR SHOWN A7 1 \ \ NOTES: IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS -1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS CLIMATE ZONE SA(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION • \ - -\ - - '&DIMENSIONS IN THE FIELD' TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) sd Ivd sd _ �2 CON RACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, "ACTOR WACT rt "A vaoo FRa�-tto- ensE,+Ei- etiaE.lEerraAe CRAWL sPAnEwu� ) - UFACIOR IFFACTOR R-VALUE R�/ALUE R-V.W/E R-VAWE RIIIWE R-VA4E e .a, n ` • \ ,, :DETAILS.&FINISHES IN THE FIELD WITH OWNER +, ° � p,Og Opp SO 711 xl /W19 10QFT.DEEP) IOH9 i \ 3.)ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE V-10'ABOVE SUBFLOOR NOTES: . 1 4.)..ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS,_, 1.R VALUES ARE MINIMUMS&U-FACTORS ARE MAwMUMS. NEW - ! . 1 2.10113 MEANS R=15 CONTINUOUS WSULATED SHEATHING ON THE INTERIOR OR EXTERIOR h"-r -- - r STATE BUILDING CODE,SEVENTH EDITION - .. OF THE HOME OR"S CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL ./ _ - •, ' r y DECK !^.•- :.+ ' Rr J. - 5.)'110 MPH EXPOSURE 8 WIND ZONE,125 ASPECT RATIO 3.REFER TO IECC ZOOS CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS t 1 1 ". -r •.\ \ 6.)•.ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3-EDGE/12'FIELD NAILING . .e` • `\' \ . 7.) ALL LVL LUMBEPA S TO BE 1.9e L/480 LOAD ud +ad ` ,_ ,8.)'SEE CERTIFIED PLOT PLAN DEVELOPED BY ENGINEERING WORKS,INC.,FOR ALL WINDOW SCHEDULE } ti , + • ,� h PROPOSED AND EXISTING DETAILS E ON , - ,- 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL TYPEMANUFACTURER'S UNIT ROUGH OPENING REMARKS ' ❑ `.\ 1 ...`\ - -A PELLA. 3359 2'-9 3/4'x V-11 3/4' DOUBLEHUNG SIMPSON COMPONENTS a-v so /vs - y +o'-+• So 4'a - - - ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS 8'SLABS, B 21594359.2159 V-5 1116'x 4'-11 314' q5°D.H.BAY / ..., - + - a - - `\ • :TO BE 3000 PSI .C. 2323- 1'-01 3l4•x t'-11 3/4' AWNING PELLAL VERIFY ALL PLUMBING 8 ELECTRICAL DETAILS W/OWNERS ON THE SITE - D 2941-2 *4't x 3'5 W4' DOUBLE CASEMENT - •A. n- aGLEUNGDO ..n A - - /- DURING FRAMING CONSTRUCTION E -30 :.` Z6 3/4•x Z6 3W CIRCLE 12.).THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE'B' F .2947 75 3/4'x 3'-11 3/4' TRANSOM .-y,t ,' E - &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF - E - . ''MASSACHUSETTS WIND SPEED MAPS G '+ 2323 V-1 f 3/4'x t'-11 3/4' CASEMENT . 7 H° 2923 TS 3/4-x 1'-11 3/4' AWNING _ A 13: GLAZING PROTECTION PER T�CMR 53012.t2 TO BE PLYWOOD PANELS . m.. A7 tvd .. a ry _ •\' �# )VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS J 3341 2-9 3/4'x 3'S 3/4' DOUBLEHUNG \. W/OWNERS PRIOR TO START OF CONSTRUCTION K • 2941 _ 75 3/4•x 3'-6 3/4' AWNING A - _ - - _ 14.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE t-CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS _- NEW, - n 15.)GAS FIRED FORCED HOT AIR HEATING SYSTEM W/CENTRAL AIR CONDITIONING WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS - NEW - y ' �. I I- - • FAMILY-.. 1 `\ - ``\` 16.)REMOVE EXISTING FIREPLACE&CHIMNEY.REPLACE WITH NEW WOOD FRAMED 2.PELLA CLAD ARCHITECT SERIES HURRICANE SHIELD WINDOWS .° A STUDY 1 I ROOM - GAs vr. FLUE CHASE FOR GAS STOVE FINISH EXTERIOR IN BRICK VENEER LOW-E GLAZING `+��'+�-_ B `\ 1 1/4'INTEGRAL LIGHT TECHNOLOGY GRIU.ES SmE,& \ -- - S 16.)REMOVE EXISTING FIREPLACE&CHIMNEY.REPLACE WITH NEW WOOD FRAMED NAIlTEON ) - .. NAl1LTED t23MOi _ •\ �` _ - �. FLUE CHASE FOR GAS STOVE.FINISH EXTERIOR IN BRICK VENEER WHITE CLAD EXTERIOR 17.)HAYDEN BUILDING MOVERS TO RAISE THE REMAINING STRUCTURE TO ALLOW SATIN NICKEL HARDWARE • 7 CONSTRUCTION OF A NEW FOUNDATION UNDERNEATH.THE EXISTING STRUCTURE: 3.VERIFY ALL ROUGH OPENING DIMENSIONS ON THE EXISTING BUILDING WINDOWS t ` PORCH TO BE RAISED 8'HIGHER AND 2.r NAILING SCHEDULE NBNAGORILN 151OSf. b 11O MPH EXPOSURE B WIND ZONE . oN sd r to , 1 H ` - JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING . \ ROOF FRAMING _ BLOCKD$GTORAFTERITOENAIEO) 7-IN btm EACH ENO R ---- ' - •' RMBOARDro RAFTEH(Em NA&EI) .. &LBO llm EACH END .. •. WALL FRAMING: . l��l �.A O p PlJHRY \ 1- - - ' - TOP PLATES AT WrERBSCIg16(FACE NAILED) - atm - S-1m ATJONTS - ;' F __ _____ _ ___ m ° 1�J10TOSTUD ACEWLLID) t6eOa 'tmm arx f1fe w7_ COOK7LS____ I \. A - HEADER(FACE NAIEB) KON('EDGFS FOLOING NEW D FLOOR FRAY@M m KITCHEN ®LAUNDRY 2WcNl1r ©� -II'-�- ¢''1 . i NEPoFYUFCHM �` twx Jm CIONGTLTISTS(TENALED)RTLOENALFD) , - -am .. Z EACHEND F_ a1m PER JOIST 11 UwNIT W/OWNEIU g \ BWC m1G TO JO 3i5(TOE WLLHI) IN EACH BLOCK e • EO O I ^ N LEDGER TO JOIST NAL®) 3-tm . I. OROINDER(FPCE NALFD)` Stm - 41m EACHJOWT. - , ji.• w - SW I py I .. e J JOLST SEAM(TOE HARED) a 11g B! }tm PERJOIST NEW - .r e..' « - BSAND.�TOTO�00.�xALED) Hm 2F.BF SHOP NEW -•. t"` J �A 1_, ,+. h r\ TOPFtATE(TOENALM01 x-tea 3.IN PENF00T• __ HALL'4 1 r A I - F t ROFSHEATIRxt - a 1 . b @ tY? " 3d .: 2'�.- A t /VS i eld 1'd --i 8-B' •A, •yf.. 1sd \n - MOOD STRUCTURAL PANELS(PLYWOOD)~ - - h RAFTERS OORR TTRUSSES RUSSES SPACED OOVM ACED UPTOITOa M `T,l <;�•�+. ^ S EDGEW EDOFR FORD GABLE ENDWALLRAJE OR RAKETRUSSWIOOVE01AN0 rm rt?n c MIATILVLSEAMAWNE ..� .' i. _ I . 4 y[ m , . Im.. - WEDOE/B'Ft80 -.. - ----.---- - .. -... `. __ .:.1. .. wiataurnrauam+0 x a.'` rnuBs_ , .• - ,.. " 1 t GABLE ENO WALL RAKE OR RAW IN=Wl LOOKOUT BLOCKS N tm ,J;. PEDOFJf FLED• A8 LING SHEATHM Tuts I PD ^ \ < G�NPeiR+waLLpOARO ea1xlOL�ts1 - rEDOEIatnBD r- §� ; C S.I ROOM o `' _ r wAu eHEATIffiKk . PtaJ. - i LO 2WKBB• - . WOOD SNUCTURAL PANBS(PLYw00%., I ,! I I PKr.DooR BTL o&BPAcm wrou•o. m: a aFa30 I I • M , I srAM I _ - ASTE IN, © 1 m ^' tre&25WFBEI=ARDPANBS < m•_ - T�FNID .r .. IIIOYPSUM VVALU3 WlO mcomfi S,. Im r F$D L" .� 'y O DOOR - b' - FLOOR SHEATHING. 1gKI�\wgyad rEGGenrFEW PKT STRUCTURAL PANELS^WWOOD) NEWOARAGE " _/ H 2S•x OB' -- .1• •I GREATER TII11N 7'TFOL10�S3 100 - 180 TEDGA FRIO A6 `\ _ LBO SF: ''L • o L PILT.DOdt A ` - .. _ - _ . 1• kl NEW a.,v I ,\ \ M DETECTOR GARAGE , T SMOKE REVIEWED "PR�-Alo&DOOR) _. 'i r. I I r I .1\ I; 'f • _ REMOVEPxJ%AC tBiVm , REMOD. • - FIRST FLOOR PLAN ��✓ I I &FY-REFUGE W/ME/I ` MASttR P a \ LIVING B BARNSTABLE BUILDING DEPT. DAT STOVE .. BEDROOM - ,, I LEGEND: I 1 201 O EXISTING WALLS �.�D,Lo �� CONSTRUCTION TO BE REMOVED FIRE DEPARTMENT DATE I I lTOAOOORI \ \ ® NEW CONSTRUCTION EOBTING1gU I BOTH SIGNATURES ARE REQUIRED FOR PERMITTING APRON L.- ro � OO sMo1cE oErecrOR •Cow. A A A CARBON MONOXIDE DETECTOR . AS g EXIST FRONT 4 ®HEAT DETECTOR DOOR W/NEW PANTOLAZING POST.PORCH `\ - +• / . A5 &LOCKSET roREMAN ,\ t'd Vd 10d 21-0 {ADORION) IADUTIWN) (EXtSTBRi) !. ' _ - - TI/E DESKRLEi31AM1 BE NOTFlEDff ANY COTUITBAYDESIGN. LLC NEW �ADDITION/REMODELING FOR:: °i�0R0NA�i°�GN SCALE: DRAWING NO.: _ THESED OROMISPRNSAREP ARTOF 1 43 BREWSTER ROAD D THESE:R ININGSIF ONSTR CTION R 1/4"= 1 F-OD WILL SE RE9PON.4®IEFORI/ff OONTETT NTHESEDRAWNOBff COHIFYING HE MASHPEE,MA. 02649 oDSIGNER FAIVE ORSO aGTHE PH.(508)274-1166 SCUDDER RESIDENCE of �NGSARR� aD A 1 }, FAX(50SS)539-9402 ` _ . THESEORAwwos AR.& a FORwEw DATE . 4 OF THEOMOiR NOTED.ANYODtER IBEOF Lm 224�SCHOOL STREET COTUIT, MA � �IO„ 11/27/2010 \ NEW WOOD FRAMED FLUE `\ NEW"""TO CHAFE W/RRICKYQIEERTo �\ MATCH EXL4TIMs 'MATCH EXISTIKI SM \ \ CONT.RIDGE VENT `\ TOP OF PUTE _ REIN FASCIA IFREg `\ \ BoumRTO MATCIT EKIST. F _ \ NEW AZEI(CORNERBOARD9 lO WTCH EJOSf. `\ TYPIGIl ASP1WLT NEW$IDDK310 SECOND FIDIXi `\ ROOF SNWOLES 9URROOft TOPE RATE MATCH EXBIIK3 TOP OF DIATE \ \ \ n Un Inn Up 0 Ell o OI TFRRr FLOOR \ BUIHAOR TOP OF FOUND. E E A7 \ EKISf.PORCH REWORK EXIST FRONT NEWAIECWIaIOWTRII6 NEWMm.NERIG SHunei I\ NEWCARRW3ESTYIE.DOOR4 TD REMAD/ DOOR W/NEW PADR.GLAZWO SHUTTERS TO MATCH HARRORVIEW caLLE:TIDa aR VERffY eTYLE MFR I OETK W/OWNERS I LOCKSET EXISTING ATLANTIC SHUTTER SYSTEMS (VERIFY COLOR W/O.VNERSI \ \ FRONT ELEVATION b \� PJ T-1P `\ • 1zS U•d Sd- tOd e A 7 AS sd \ z-r J - b D AB J 6 S H H ua O NEW a \ BATH c (VAULTED CEIR10) A6 za:Tlff m.II•RT�-._DOOR ' r{ D-O OR O: __________ ______ ---- NEW _ STORAGE XPANDED CL_ON S. 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