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0318 PHEASANT HILL CIRCLE
- fir IN �. TOWN OF BARNSTABLE �tNE Building 201305754 p BARNSTABLE, Issue Date: 08/29/13 Permit 9 MASS �Ar16 3�A�� Applicant: KERNS,JOHN L&LISA C Permit Number: B 20132062 Proposed Use: SINGLE FAMILY HOME Expiration Date: 02/26/14 Location 318 PHEASANT HILL CIRCLE Zoning District RF Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 002002036 Permit Fee$ 35.00 Contractor PROPERTY OWNER Village COTUIT App Fee$ 50.00 License Num OWNER Est Construction Cost$ 4,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO MAKE 1 BEDROOM OUT OF ONE ATTIC AND REMOVE ONE BE ROWS CARD MUST BE KEPT POSTED UNTIL FINAL ON 2N1)FLOOR AND MAKING A STUDY BY CREATING 5'CASED CTION HAS BEEN MADE. WHERE A CE IFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: KERNS,JOHN L&LISA C B DING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 318 PHEASANT HILL CIRCLE PECTION HAS BEEN MADE. COTUIT,MA 02635 Application Entered by: JL Building Permi ued THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ART. OF R ORARILY O P R L ENCROACHMENTS ONYUBLIC PROPERTY;NO SPECIFICALLY;"PERMrrTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE: ICTIO S BET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS'MAY,BE`' OBTAINED FROM THE'DEPARTMENT OF PUBLIC,WORKS THE ISSUANCE OF.THIS PERMI NO LEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION,` RESTRICTIONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FO L 0 RU ION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE SPECTED AT THE THROA L EL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSP TIONS TO BE COMPLETED R TO FRAME INSPECTION. 5.PRIOR TO COVERING STR TUR MEMBE (FRAME INS TION). 6.INSULATION. 7.FINAL INSPECTION BEFO O ANCY. ft WHERE APPLICABLE,SE ERMITS AR QUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PRO IL THE INSPE OR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BEC E N LL AND OID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISS D AS N ED ABOVE. PERSONS CONTRACTING WITH REC RED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.I42A). ® THAT IS VISIBLE BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application C� " Health Division Date Issued Conservation Division t�� Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 'alZg Alk Historic - OKH _ Preservation / Hyannis Project Street Address �h�Q eC /� �" i 1"o rc, P Village i � Owner Address ��� f t`(A r,L& i_t Telephone rq3 / e Permi Request Q 7 Square feet: 1 st oor: existing��� proposed 2nd floor: existing proposed tal new ,Zoning District Flood Plain Groundwater Overlay Project Valuatio �� Construction Type Lot Size - a Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family l( Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: M Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 3 existing —new Total Room Count (not including'baths): existing new First Floor Room Count Heat Type and Fuel: 3Ga ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes VNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:Ze sting ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: sting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ - Commercial ❑Yes ❑ No If yes, site plan review# �.� 7 y —Current-Use -- - _ ---- - Proposed Use APPLICANT INFORMATION _ (BUILDER OR HOMEOWNER) Name � Telephone Number q3 1j 1?ci— �1 � n Address f �l �� t- _a MJ,[I_kkicense # uc Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATEISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER r + DATE OF INSPECTION: FOUNDATION; FRAME t INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL FINAL BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. ---- The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations 600 Washington Street Boston,MA 02111 U9 . www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address: 34ZOV �f1 City/State/Zip: 6ow Phone Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. EJ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ]New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. (❑"Remodeling ship and have no employees These sub-contractors have g• Demolition. workingfor me in an capacity. employees and have workers' Y P h'• 9. ❑Building addition 6 [No workers' comp.insurance comp. insurance required.] 5. 0 We are a corporation and its 10.❑Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their l 1.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.E]Roof repairs insurance required.]t c. 152, §1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 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 providf workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'co sation policy decla�MG . e(showing the policy number and expiration date). Failure to secure coverage as re ed under Section 25A of52 can lead to the imposition of criminal penalties of a fine up to$1,50.0.00 and/o ne--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 inst 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 ce ' nd the p ' and penalties of perjury that the information provided above is true and correct Si ature: Date: I Phone#: "1?i— _?/—?I 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant-to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASWE Revised 4-24-07 Fax# 617-727-7749 www.mass_govfdia Town of Barnstable Regulatory Services MAB& Thomas F.Geller,Director Ep;;,.�16 Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION DATE: Please Print (` j . JOB LOCATION:� J/ �1�G .1;+ A't 1 cer �,M ,,,number street village "HOMEOWNER": name t home phone# work phonee## CURRENT MAILING ADDRESS: 1UQ N&levy ff(,(( a,`ry)l�/ aqeu/'7 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) J The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigne "homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection proce equire is and that he/she will comply with said procedures and requirements. _ _ A tSignatun: f omeowner i Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION ' The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. C:\Users\demBiklAppDatELU,ocal\Microsoft\Windows\Temporary Internet Fdes\ContentOutlooMQRE6ZUBN\EXPRESS.doc Revised 053012 rti . Town of Barnstable °* Regulatory Services 74fA,Ga �,* Thomas F.Geiler,Director 1639- �6 R Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, , as Owner of the subject property hereby authorize to act on my bebA in all matters relative o work authorized by this boil ' pemvt (Address of Job) Pool fences and alarms are th responsibility of the applicant. Pools are not to be filled or util k d b fore fence is installed and all final inspections are performed accepted. Signature of Owner Signature of Applicant Print Name Print Name Date \� Q:FORMS:OWNMERMISSIONFWLS 62012 Town of Barnstable Building Department - 200 Main Street ASTABLE. = Hyannis, MA 02601 F b a� (508) 862-4038 D MA'I Certificate of Occupancy Application Number: 201005836 CO Number: 20110031 Parcel 10: 002002036 CO Issue Date: 03111.111- Location: 318 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: DEVELOPABLE LAND Village: Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: } i� I(ev, Building Department Signature Date Signed TOWN OFIME - BuiI BARNSTABLE ' �� � t°� ` ig °�► Application Ref: 201005836 p BARPermit NSTABLE, I Issue Date: 11/02/10 MASS 9� 1639. Applicant: BAYSIDE BUILDING,INC prE�MAr A Permit Number: B 20102378 Proposed Use: DEVELOPABLE LAND Expiration Date: 05/02/11 Location 318 PHEAS,ANT.HILL CIRCLE Zoning District Permit Type: NEW SINGLE FAMILY ATTACHED Map Parcel 002002036 Permit Fee$ 816.00 Contractor BAYSIDE BUILDING,INC Village App Fee$ 100.00 License Num 005645 Est Construction Cost$ 160,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 3 BEDROOM 2 BATH COLONIAL WITH AN ATTATC EDTHIS CARD MUST BE KEPT POSTED UNTIL FINAL 1 CAR GARAGE-AFFORDABLE _ INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A.FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered by: RM Building Permit Issued By: /e THIS'PERMIT CONVEYS,,NOiRIGHT TO OCCUPY ANY 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,OFTUBL[C SEWERS MA'Y BE,OBTAINED FROM THE,DEP.ARTMENT OFTUBLIC WORKS; THE ISSUANCE OF THIS PERMIT DOES NOTRELEASE THE APPLICANT FROM THErCONDITIONS OF ANY APPLICABLE.SUBDIVISION RESTRICTIONS 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,r9jC441 - llJi Cam,,l-b K,�._ AIIrs OX L3 11Tl °-r` 110 A3 Alf • V 4 �.,tAtiti ho„� 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2��, J � �� `Board of ealth����"'""'"' n __. 1.' . : � _ ` � � � �°�` �_ 1 t. � ' � .. � .:! n. �f� �� �� �,� _� �, - ��. Y II f _ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application V 6c Health Division Date Issued l Conservation Division Z8 Application Fee l D 37 C� � to /1 Planning Dept. �� Permit Fee l w Date Definitive Plan Approved by Planning Board Historic - OKH P n Preservation/ Hyannis i Project Street Address 3 J F. � Village Owner ,LLL Address 95 � Telephone `M �G Permit Request Td G mil! ��� Square feet: 1 st floor: existing -proposed 7 3/) 2nd floor: existing proposed-736 Total new `y�Q Zoning District e r Flood Plain Groundwater Overlay 6P Project Valuation Construction Type &,%W) Lot Size e o�- Grandfathered: ❑Yes ❑,<o"-If yes, attach supporting documentation. Dwelling Type: Single Family 9' Two Family ❑ Multi-Family (# units) Age of Existing Structure �1V Historic House: ❑Yes �o On Old King's Highway: ❑Yes ®'No Basement Type: ®'Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) -7 3� Number of Baths: Full: existing new Half: existing new Z2 Number of Bedrooms: existing anew / Total Room Count (not including baths): existing new (y First Floor Room Count Heat Type and Fuel: Ul/Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes Oslo Fireplaces: Existing New Existing wood/coal stove: ❑Yes a<o Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ d�1xZZ Attached garage: ❑ existing &(new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Ao If yes, site plan review# Current Use Proposed Use 1<2/A-Zc� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number 771—16'-t16 Address Z �� License # �� 6 Home Improvement Contractorm Worker's Compensation # Of5 4 `'LU ao ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO y W SIGNATURE � DATE i FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. L ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION MdQ I6 a lffiPk, 50W5 b(L �/bZlf QnA-.4L- FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' a GAS: ROUGH FINAL FINAL BUILDINGAr Al DATE CLOSED OUT k ASSOCIATION PLAN NO. ' r The Comtnonweal'th of Massachusetts Department of Industrial Accidents M Office of Investigations ' d 600 Washington Street: yk< Boston,MA. 02111' www.mass.gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Pluvabers Applicant Information .Please Print Le ibl Nax�1e(Business/Org... on/Individual): •Ad&ess: 9 5 City/State/Zip: �r�4 Z63 Phonet 77l—1C1 G Are you an employer? Check the appropriate borr :Type of project(required):, 1.[] I am a employer er with 4. am a general contractor and I • Y 6. []New construction . 'employees (frill and/or part-time),* • have hired the sub-contractors listed on the'attached sheet. 7. [�Remodeling 2:❑ I am a'sole proprietor or.partner- ` ship and have no employees . . These sub-contractors have g, Demolition `working for me in any capacity, employee and have workers' 9 El Building addition [No workers' comp,insurance comp, insurance t' 5. [] We are a corporation and its 10.[]•Electrical repairs or additions required.] '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 12TI:Roof repairs 152 c. , 4 , and we have no insurance.required.]f §1O 13.0 Other employees. [N'o workers'. comp.insurance required.] . *Any applicant that checks box#1 must also fill o.ut 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 anew affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees, If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees.: Below is.thepolicy and job site. information. - insurance Company Nahie: 1��� J✓f J Policy#or Self-ins.Lie,#:_ �� �J 7U6 lQ Expiration Date: / t'f Job Site Address: ��� /Ziplft�7�_ �,, 4� City/State ' Attach a copy of the workers' compensation policy declarat'ion page'(showing the policy number and expiration.date). Failure,to secure coverage a5 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$250.00 a day against the violator. Be advised that a copy of this.statement maybe forwarded to the.Office of Investigations of the INA for insurance coverage verification X do hereby certify u der the pains.and penalties of perjury that the information provided above is true and correct. ' �= � • Signature: Date:. Phone#' Official use only. Do not write in this area;0 be completed by,city or town official City or Town Permit[License# Issuing Authority(circle one): A.Board of Health 2.Building Department 3; City/Town Clerk 4,Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: - Phone#: Town of Barnstable Regulatory Ser ices MAM a c Thomas F.Geller,Director Building D��sxOaa _ Tom Perry, Building Commissioner 200 Main Street, Hyannis,l' A 02601 Office: 508-862403$ Fax: 508 790-6230 - Property Owner Mush a Complete and Sign TI-As Section If Using •A. Bul.da I,� (Jf7 y!T 1�(0� ../ l-' ..,as..O 'ner.of the.subject proper p hereby authorize (301L'b to'act tantay.behalf, in all mattets telati-7e to•wotk auth.ofize:d.by this building.pe=.-it-application.tfot: l (Addtess of Job) a .4nsture of Ownei Date lj9N T v � I • sue- `ias achu ett - Department of Public Safeti Board of Building Regulations anal Standards j Construction Supe'nvisor License { License CS 5645 Restricted to 00 BRIAN T DACEY PO BOX 95'" GENTERVILLE IVIA,02632 �- - Expiration:..4/19/2012 a. t'omm sioner .. Tr# 21209 Restricted to: 00 00- Unrestricted y • 1G-1 2 Famil Homes' Failure to possess a current edition of the Massachusetts State Building Code I is cause for revocation of this license. l - Refer to: WWW.Mass.Gov/DPS ; . s. Bayside Building Inc. Certificates of Insurance 2010 Sub Contractor General Liability Workers Comp All Cape Garage Door 06101104 10107111 06101104 06101111 Aluminum Products of Cape 08115104 08115111 08115104 08115111 w Anthony Averinos 07120104 04106111 07125104 07125111 Besse Landscape&Nursery 04130107 04130111 05118107 07117111 Baxter Nye Engineering&Surveying 08111105 08117111 08120104 08120111 Bortolotti Construction 03107104 03107111 03107104 03107111 Cape Cod Copper 02107108 02107111 04104108 04104111 Cape Cod Marble&Granite 07101105 07101111 08116105 08116111 Cape Concrete Forms 06105107 08112111 12107107 06108111 Carpet Barn Inc 01101106 05101111 01101105 01/01/11 Casella Waste Management. 04130108 04130111 05101108 05101111 Central Vacuum House 12101105 12101110 01101107 01/01/11 Chaves,Robert 08113104 08113111 12117104 12117110 Christopher Costa,Inc. 01122108 08105111 02106107 02106111 Cornerstone dba Tony Arede 03110106 10122111 03117106 02101111 Dartmouth Pools&Spas 01101108 01/01/11 01101105 01/01/11 Davids Building&Remodel 01/01/07 01/01/11 06114104 06114111 D.P.Fuccillo Construction Inc. 10120106 10120111 10120108 10123111 Fast Glass Service 08108109 08108111 04107109 04107111 Govoni Land Services 05131104 06122111 07104104 06122111 Hill Construction 04129107 04129111 08114104 08114111 Joyce Landscaping 11/.15104 11115110 11115105 11115110 Kitchen Appliance Mart and 08112104 08112111 01101105 01/01/11 Electronics L&M Glass Co,Inc 05101104 05101111 05101104 05101111 MacDonald Concrete Finishing 01109104 01109111 04107104 01109111 MAP Insulation 10101107 10/01/11 10101107 10/01/11 Meagher Bros. Construction(DECKS) 04125109 03124111 11109108 11109110 Meagher Construction(ROOFER) 06119104 03113111 06123104 06123111 Morse's Masonry 03110107 03110111 10111108 10/11/11 New England Concrete Solutions 04101110 04101111 03123110 03123111 New England Home Technologies 01122110 01122111 01122110 01122111 Northern Sealcoating 10101107 10/01/11 04101107 04101111 Northside Design Associates 01115107 01115111 11130106 11130110 Pastore Excavation Inc. 06105108 06105111 10112108 10112111 Pro Fence Co.,Inc. 03126107 03126111 03126107 03126111 Reed,Mel 07121104 07121111 07121104 07121111 Sprinkle Home Improvement 07101108 07101111 01101109 01/01/11 Steven Johnson-SMJ Carpentry 04125104 04125111 04125104 04130111 Anthony Spagnuola dba Spags 04102107 04102111 08111107 08111111 Viola Associates Inc. 04129108 04129111 04129108 04129111 Walpole Woodworkers 10115106 10115111 10115106 10115111 Whiteley, W. Vernon 10101104 10/01/11 10103104 10103111 Wood Floor Specialists 102103108 1 02103111 1 02103108 1 02103111 Page 1 of 1 REScheck Software Version 4.3.1 Compliance Certificate Project Title: THE EAGLE MODEL Energy Code: 20091ECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING INC BARNSTABLE,MA • • trade-off Compliance:9.0%Better Than Code Maximum UA:222 Your UA:202 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or D•• Perimeter • TOTAL CEILINGS:Flat Ceiling or Scissor Truss 722 38.0 0.0 22 TOTAL WALLS:Wood Frame,24"o.c. 1848 21.0 0.0 90 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 155 0.310 48 Door 1:Solid 42 0.150 6 Door 2:Glass 42 0.280 12 TOTAL FLOORS:All-Wood Joist(Truss:Over Unconditioned Space 722 30.0 0.0 24 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: THE EAGLE MODEL Report date: 10/26/10 1 P Data filename: C:\Program Files\Check\REScheck\THE EAGLE.rck Page 1 of 4 REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ❑ TOTAL CEILINGS:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ TOTAL WALLS:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.150 Comments: ❑ Door 2:Glass,U-factor:0.280 Comments: Floors: ❑ TOTAL FLOORS:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (O'Corners,headers,narrow framing cavities,and rim joists are insulated. Project Title: THE EAGLE MODEL Report date: 10/26/10 Data filename: C:\Program Files\Check\REScheck\THE EAGLE.rck Page 2 of 4 (9)Shower/tub on exterior wall:Insulation exists between showers/tubs,and exterior wall. ' Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: D Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. O Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Lj Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: O Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Lj Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 57.8 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 86.6 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 43.3 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 28.9 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: Ll Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Lj Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Lj Timer switches on pool heaters and pumps are present. Project Title: THE EAGLE MODEL Report date: 10/26/10 Data filename: C:\Program Files\Check\REScheck\THE EAGLE.rck Page 3 of 4 Exceptions. • Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%,of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Lj A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Li Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: THE EAGLE MODEL Report date: 10/26/10 Data filename: C:\Program Files\Check\REScheck\THE EAGLE.rck Page 4 of 4 2009 IECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.31 Door 0.15 0.28 Heating &Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments: i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 THE EAGLE MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................................................................................110 mph Q WindExposure Category................................................................................................................................ B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 2 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) ....................................................8_< 12:12 Q MeanRoof Height .....................................................................(Fig 2)..................................................23 ft <_33' Q Building Width,W ..............................................................(Fig 3).......................................2�... 24 ft <_80' Q Building Length, L ..............................................................(Fig 3).................................................1 " <_80' Q Building Aspect Ratio(L/VV) ...............................................(Fig 4)...................................................2 <_3:1 Q Nominal Height of Tallest Openingz ..........................................(Fig 4) .................................................6'-8"<6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry.................................................................................................................................... N/A 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only 3- •y° Bolt Spacing-general ................................. ........(Table 4)...................................................X in. Q Bolt Spacing from endfoint of plate ............................(Fig 5)........................................12 in.<_6"-12" Q Bolt Embedment-concrete........................................(Fig 5)..................................................7 in.z 7" Q Bolt Embedment-masonry........................................(Fig 5)........................................... in.>_15" N/A Plate Washer...............................................................(Fig 5)..............................................z 3"x 3"x%" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6)..........................................-9'-0"_ft<_12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)..................................................._ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................—ft <_d N/A Floor Bracing at Endwalls...................................................(Fig 9)................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).........................7'-8"ft <_10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in. <_24"o.c. Q Wall Story Offsets. ........................................................(Figs 7&8)...........................................—ft <_d N/A i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMx 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-7 ft 8 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length...............................................(Fig 11).............................................. ft zW/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11).............................................. 26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 0 in.<_11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.<_ 11' Q Full Height Studs (no.of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.................:...........................................(Table 9)..........................................8 ft 0 in.5 12' Q Sill Plate Spans...........................................................(Table 9).................................._ft_in.<_12" N/A Full Height Studs(no.of studs) ...................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"5 68" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10).................................71%for two floors Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Maximum Building Dimension, L Nominal Height of Tallest Opening2.....................................................................6'-8"<_68" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11).................................24%for two floors Q 5%Additional Sheathing for Wall with Opening>68"(Design Concepts)..................... Q Wall Cladding Ratedfor Wind Speed?.............................................................................................................................. Q I ' AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12).............................................. U=236 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear..............................................(Table 12).................................................S=77 plf Q Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= plf N/A Gable Rake Outlooker.........................................(Figure 20)............._ft<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in.z 7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q THE EAGLE MODEL COTUIT MEADOWS MEETS THIS CHECKLIST THEREFORE THE FOLLING NOTE APPLIES: 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: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 —MEN THIS EDGE REM ON FitAMING USE8d!NAILS 1--—_ -IT'-___ --- I 1 1-I i t 11 1 1 1 11 II 11 11 I t 1 11 tl 1 11 it N 11 1 11 11 I � 1 7 11 It I 11 Il N 11 ;I 1 I 1 11 F,r 1 O 11 P/ F Il 11 it Q 1 It F li 11 m II Q 11 Ir �. I 1 id 1 11 1 Z m M1 71 Ic I1 11 Ir 1 a. 1 11 I O4 ,1 11 1 1,1 11 I 11 11 1 1Y 11 11 1! 11 I r ut 1 IN. u 1 1 I 1 W 1 (� I1 11 h I II 11 1 I I 1 1 t l 1 1 � IJ t 11 tl 11 11 N 1 DOUg"gUC `-- 1� NAILSPACING ;+ PANEL � 4 See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(78o CMR 5301.2.1.1)1 a r 1 r IMP i r y¢tytJJ�N r i 1 yR i 1 � r r r r r r r r r Ir 11 ei Z cla I• a + ' FRAMING MEMBERS r 1 1 ± EDGE MERM@DIA "fir +k 1 j f Z ---------- � —ate STA N NL P ERE{] � "M AIAILPATfEAN PANEL PANPL EDGE DOUBLE NAIL EDGE SPAMG DEM IL Detail Vertical and Horizontal Nailing for Panel Attachment TempParcelEdit Page 1 of 1 Ins 'y- �t,� � a�� � yam✓`. n a �"'G t �' 4 ;���� x�1� Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel retail New Mapparcel: 002 002 036036 l ' Street Number: 318 Unit: Dev Lot ILOT 36„ Road Name: PHEASANT HILL CIRCLE T/R Sec. Road: T/R: Villlage: 07 - Cotult Part of M/P: MAP 002 PCL 002 i Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: - �gPd ®elete Add Anothe http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 �,\ �` \ Jr�►�a i�/ � � A t'uc�Y Ulna-v�,cv�an � _ 26-0 26-0 13'-0• 13'-0' 6'-8• 12'-8• 6'-8' 1 ANDERSEN TW2446 I EXIS . EXIS. 1 1 I EXIST. I I - I I STUDY BEDROOM (FORMERBEDROOM) 1 I } - I • INFILL EXIST. ffr 30•SO.ATTIC ZACCESS �� � IYEW 5'-01C.O.(NEW) ATTIC BEDROOM -----___= I ACCESSI GARAGE Tom— - GARAGE N F=___ /R EMOVE L--J BELOW BELOW io NEW HALL w x / EXIST.DOOR IN I TUBlSHOWER 1 30•VJ x 36'H — INSULATED j 1 ACCESS 4 ` 3`4� I F 4 A^ ON (y ,{7�, PANEL.TYP. A N t A -- ON IS • A m A 1 IG A EXIST A2 BATH I I LINE OF SLOPED 1 I CEILING O. I _ I I � 1 i I 1 I N _.I FLAT I - i MASTER ® ------' 4 BEDROOM 1 i I I I 1 I EXIST. W.1.C. I I 10•-2• I I I I I I I 1 I I I ANDERSEN EXIST EXIST IST EXIST - TW2416 5'-1' 5'4• T-11• 3'-6• 6'-7- S-4• 11' 2G-0• - _ 26'-W - SMOKE DETECTORS REVIEWED ATTIC / THIRD FLOOR PLAN SECOND FLOOR PLAN , T E4BUILNGD PT. DATE FIRE DEPARTMENT DATE _ IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS I80TN SIGNATURES ARE REORED FOR PERMITTING LEGEND: CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION 8 FENESTRATION REQUIREMENTS) 0 EXISTING WALLS FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL - CONSTRUCTION TO BE REMOVED U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 0.35 0.- 38 -20 II 30 10113 10(2 FT.DEEP) 10113 - ® NEW CONSTRUCTION 7�q © NOTES: SMOKE DETECTOR 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. t b 1 1® © CARBON MONOXIDE DETECTOR 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL (D HEAT DETECTOR 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS COTUIT BAY DESIGN. LLc REMODELING FOR: TERRORSoR°M'� EAD°�°° SCALE : 1 ® !y 1HESEDRAWINGSPRIORTOSTARTOF DRAW NG�NO.''�f.T� 43 BREWSTER ROAD CONSTRUCTION NSa E°R' CO TE:°R 1/4"►="1 ®" t� 1' INUSSEDRAWINGSIFCONSTRUCII°N 1- MASH PEE MA. 02649 i _ COMMENCEOF S ANY ERRORS ORO THE KERNS RESIDENCE T SNDAYWINGS OR OMISSIONS DATE �, PH. (508 274-1166 TM EEDOWERN� TMER EOF i R FAX(508)539-9402 31$ PHEASANT HILL C1 RCLE, COTU IT, MA ARC rTECMRAL OE RIERDHDERTHE a5/3o/ 0�13 "ii ARCHIIEGNRAL COPYRIGHT PROTECTION 26-0 INSTALL PROPER VENT TO INSTALL NEW 2x6 CEILING JOISTS @ I ALLOW FOR AIR FLOW BETWEEN 16'o.c.AT NEW CEILING HEIGHT 6'�' 12'-8' 6'-8' q NEW R-38 INSULATION&EXIST. ` ROOF SHEATHING NEW 2x6 KNEE WALL • Fur CEILING I WIR-20 INSULATION NEW 2.6 KNEE WALL W/R-2D INSULATION,AT I u 1 LINE OF 6'8'HEADROOM I ----- ABOVE TREAD NOSINGS I r- Fv 12 m m NEW T& LINE OF I z y PLYWOOD �9(EXIST.) BEDROOM " SUBFLOOR I WALL /JI zNEW B DROOM GLUED&NAILED BEYOND) EXIST. 8 JOISTS 2 16'o.c NEW 2x8 JOISTS TO - NEW(2)2x8 HEADER AT [ EACH END OF NEW EXIST.R-38 INFILL EXISTING F STAIR OPENING INSULATION. ATTIC ACCESS NEW STAIRS TO THIRD FLOOR DIRECTLY ABOVE EXISTING STAIRS FROM FIRST TO SECOND GARAGE NEW DOUBLE 2x8 HEADER A N NEW BELOW END OF NEW STAIR OPENING m - HALL HALL BATH NEW STAIR 13 R AT 174 @ WITH 11'FINISH TREADS a~i (MATCH TREAD DEPTH OF EXIST.STAIR FROM EXIST.2x10 JOISTS @ 16'oc. q FlRST TO SECOND FLR.) m A � A z r N W LIVING NEW DOUBLE 2x8 JOISTS ROOM AT SIDES OF NEW STAIR OPENING,EXTEND TO ' BEAR ON EXTERIOR WALL N EXIST.2x1D JOISTS@ 16-o.c. i BASEMENT A BUILDING SECTION THIRD FLOOR FRAMING PLAN A2 GENERAL NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS&DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS,DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF NEW WINDOWS AT THIRD FLOOR TO BE 6'-8-ABOVE SUBFLOOR 4-) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,8TH EDITION AMENDMENTS&IRC2009 5.) ALL LVL LUMBERIBEAMS TO BE 1.9e U480 LOAD 6.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS 7.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 8.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 9.) ALL WINDOWS&DOORS TO HAVE SILL PANS&ICE/WATER SHIELD FLASHING i 10) THE EXISTING HOUSE WAS CONSTRUCTED IN 2011,EXISTING SMOKE&CO DETECTORS ARE HARDWIRED.SUBMIT PLAN TO FIRE DEPARTMENT FOR APPROVAL OF NEW DEVICE LOCATIONS.TIE ALL NEW DEVICES INTO THE EXISTING SYSTEM. THE DESIGNER SMALL BE NOTIFIED T ANY REMODELING FOR: ERRORS OWMINGS RORTOSTARTON SCALE : DRAWING NO.: ®�® COTUIT BAY DESIGN, LLC CONSTRUCTION. N.THE U=NGACNTR 43 BREWSTER ROAD WLLBER S.EFORTMEC°�`°" 1/4"= V-0" IN THESE DRAWINGS IF CONSTRUCTION MASHPEE ,MA. 02649 KERNS RESIDENCE QQMMENCES WITHOUT NOT FY NG THE A 2 DESIGNER OF ANY ERRORS OR OMISSIONS DATE PH. (508 274-1166 THESE DRAWINGS ARE SOLELYFOR THE USE FAX(50 )539-9402 318 PHEASANT HILL CIRCLE, COTUIT, MA OF THE �ERNOTEDANYODOTECTIOF THESE DRAWINGS REQUIRES THE WR"TEN 05/30/2013 CONSENT OF THE DESIGNER UNDER THE ACTHOFI NRAI COPYRIGHT PROTECDON it u SMOKE DETECTOR REVIEUII D BARNSTABLE BUILDING DEPT. TE 0 FIRE DEPARTMENT Lh BOTH SIGNATURES ARE REQUIRED FOR PE D Ell Em -LL CD F-IFIL Hil 0 — --- CARBON MONOXIDE ALARMS W -- -- ---- Lj; MUST BE INSTALLED PER MASSACNUSETfS BUILDING CODE - u HrLiF 0 �E:l ED 0 FRONT ELEVATION, SCALE: 1/4" V—'O" IL - _1 s tu -- -_ Z -� - -- Lu Q tu i -I = tu (L L: _I L- � w '1 Lu o �Ju fl . S14EET L,-- -J l EAR ELEVATION JOB: 1025 SCALE: 1/4" = 1'-0" DRAWN BY= KW - N I � DATE= 10/2G/10 ` .. , i : - - - . l - ., s `..'S rq.' G � —s �Y i .. >.� f ., a .. .. .. .. Foundation Certific�a`tion ;i`n Barnastable � MA w Pre tired Foi- : Lot 36 318 Pheasant Hill Circlet r Assessor's Map: 002 Lot: .02 a Baxter Nye Engineering 8c Surveying Community Panel Number "025551 0021m D y 4� Registered �Professional ; F.I.R.M. Map,Zone:; C 5 £v t y ' , , . , , °Engineers and' Land`Surveyors Y 78 North,Street; 3rd Floor' ;' ,W. � y' . Hyannis, YMA ` 02601 . , F — — — — �' x ,;, rr 08 5 Phone (5 ) 771 7 02 Fox (508) 771 7622 , *' Owner: : Cotuit Equitable`Housirig, LLC" q' - Job Number. '2005-214' 1 0� — — i_ .. ,,Scale ' 2 11 f 122 2010 "'a w a a 11 z�� ": -i /��� .7 a .F .i c Y , ,,i r.. e } J { b !.` a • n. . /'�� 1 ^ 3'y .f ;+ F !V 3 �v�` Ly. F t ,Y 'r� y f ♦,� V # R `£ i ,"O' fi .. ,` f. rp H U ) fi ,._ s r ,r fit . r �, R' a } ,.S '� - r ' � r )3,0 `� ri"-' ' 9�2S p k } ft'� ,LOT '36 N, t z' 4�*� "I. a ° 10248f S.F N a � y`� .0 24f :ACRES m . sr a� `�& .{. .b O,' ;. t YID �'+ o, a .rY . �, -'-k r a "� 'A F , i s s4 } 6 -.:. , 4 y:.i �I L i Y R"� _ v d 0' =�0t 0' O.• I^ , - Y t• .: .. jj I` A, . F . .. { .- - _ F 2 . _ — I t'' < �7 .� �i:. .3 ., r ..N "° Q ri 2:2g U � t i .. .; " U N LOT 3, �, p < 1 w ka F" , M N 1. 1, { z t" s a tp a a 1s R. K u. ...0 re. M ,...' Po, , p b k w i ", z _ }. s s• :, ... C ,4 Y„ yn g .}ffi P '.t c a t w:` ,a ��. �' } �r ,if .- 4 R 1, 1 7: � Y V 4 „tt G `�: F > a f 4 k i I A E n .. ,..Y, a . a # :;,.. - :1-.CERTIFY.�'THATaTO.THE `BEST."O&� MY• KNOWLEDGE THE--EXISTING.zSTRUCTURE SHOwN HEREON:'IS IN' �,� , ' �':.� , °"'COMPLIANCE .;WITH :THE r PPLICABLE, BARNSTABLE. ZONING .DISTRICT SIDELINE ,AND SETBACK `,�w �' REQUIREMENTS, ZBA.`APFEAL .#2005-082; IS.LOCATEDIN °RELATION�TO( THE MONUMENTS SHOWN �."� �� c_ "AND IS NOTiLOCATED WITHIN A`.•SPECIAL.FLOOD `HAZARD AREA � ,' : '�o` THIS PLANTS NOT'TO 'BE- RECORDED>'NOR IS IT TO ~BE USED TO ESTABLISH PROPERTY`_LINES. 74 I I Z2 a rnt� , 4 REGISTERED PROFESSIONAL AND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE � I - Z Z V I'v . . - ,.�'`' r "I.. � F ffi ; i i z a��: u LJl_1JI � LO OD f FH'F co LO L---J L— —J GAIT ELEVATION � o SCALE: 1/4" = Y_On QZQ Z) au LUTF T F f � fill A;2 � � SHEET i� LEFT 9LVA T I N SCALE: 1/411 _ }s'{Q:, J05: 1021,DRAWN SY: KW DATE: 10/26/10 401-0° 1, 141-011 2t-Off., 51-4" 31-0" 121_01 Ao ��� �m�����_•� ``\ 2-2x10 GIRDER ° 41-0° n ����! ,���! 1���i 4x4 P.T. POST } GALV. METAL POST ANCWOR ON Jj too " ONO TUBE, PIER W/ —— 26" "1SICa FOOT° FOOTINGS Tm u N l o ® o OD I V B!co I Ln I aR W I I � s -- -- -- ———— I i I m � 1 --------------- 2xlo's 1 { 2xIO�s I o I "x ° CONCRETE WALL CD l 160xlO° CONTINUOUS FOOTINGS TYP I 1 ! O 3 1/2° VIA. STEEL GIRDER coI I 36°x36°xl2° CONCRETE PAD I I rri � I GARAGEI i i- i i i i ! ! �I�I\�\\ I FULL. l ao i 4" CONCRETE Si.A13 a o i PITCH TOWARD V l ! ��\ll\� BASEMENT I °! i 1 10NOT I l 5 8"EANCWOR BOLTS ( I " EDDED i I SPACED 32"7o.c, f �' \1 I I lu I I 12" FROM CORNERS I I I WASWERS xS A14 12'-4" 12'-4" 1 e DROP WALL lo" j I (P 1---- I I S'x 7'-a" CONC. WALL L----- —_—— l 116"xlo" CONTINUOUS FOOTINGS TYP. i ' I Z 0 o I I lu �— (V n z -- ) Ju tu iu z 141-0" 261-0" a0'-0" SAD I � °1 F F UNDA I 1 PLAN SCALE: 114" = 1--0" JOB: 1028 I DRAWN BY: r DATE= 10/26/10 i ® Lo Ln w L J rigg N RIGID WIND WASW BARRIER REC4iIRED 11 """E VENT �tl AT EXTERIOR EDGE OF EXTERIOR WA = W2 RIDGE BOARD TOP PLATE ( - LT SWINDLES P d�g A®pg SIMPSON W '2.5 I CDX SWEAT14ING µr RAFTS PUTS JUNCTIONS TYP. a OG• 0'8\ _ _ r Z ATTIC BLOCKING W-O"O.C. e p IN FIRST TWO JOIST AND RAFTER o��� C t DRIP Q. INSULATION VENTING S u BAYS FROM GABLE WALL NO U 8 a ® 16 0.6:- Ix4 SECONI O MEMBER 2X U ALUMINUM CUTTERS AND DOWN SPOUTS Ix3 STRAPPING FRIEZE BOARD AND MOULDING 1/2" GYP. BOARD 0 PALL BATH N 6 EXT. STUDS 0 24' o.c./ � a 6' R21 F.G. INSUL./ . k 3'-10 1/2" 8'-3 1/2" cD 1/2' PLYWOOD SWEATWING/ TYVEIG WRAP/W.C. SWINDLES 2XIVS 0 16" O.C. ABEDROOM i (BEYOND) OD /4' OSB SUSFLOOR I 2XS's 16 0.6. 2x10'8 O 16" O.C. 2X10'® P 16' O.C. 9 FIRE RATED GYP 8D BETWEEN FOYER �J GARAGE 4 LIVING SPACE (OPEN O ABOVE) �J N GARAGE J J LIVING RIB 3'-4 1/4" r�FINISW STAIRS i3R r J 3-2X12 CARRIERS. - 2XG SILL ¢ SILL SEAL F_q I 3/4' Osss SUBFLOOR R30 INSUL 4' CON-. SLAB 200's ® 16' O.C.- 240'a 0 160 O.C. lu 3-2X12 GIRT STAIRS 13R ' -3iE1� Ids �I� III 3-2X12 CARRIERSI /2" STEEL COLUMNS _ TII- - _ I -1_� _ t3i-0" 13�-oil 6 dll i "X 7'-91; CON-. WALLS 3 1!2' CONC. SLAB DAMP PROOF BELOW GRADE VAPOR BARRIER ELi tu 'SV - Z Z 26-On d Ju CROSS SECTION Ju ta tu SCALE: 1/4" = 1'-0" o n- N L 1 I SHEET lu I �D2 JOB: 1028 DRAWN BY: KW DATE: 10/26/10' EXTEND HOR TO CORNE 6� 2x6 DBL TOP PLATE RAFTER 0 16" O.G. FULL HGT. STUDS I JACK STUD i NAIL TOP PLATE o TO BTM OF HDR APPLY SIMPSON MSTAiB CONNECTOR \ op° H2.5 EA. RAFTER pt W/ 2 ROWS OF 16d NAILS ON THE INSIDE FACE OF HEADER 4p 3" O.C. TO EACH JACK STUD I STRUCTURAL PANEL HEADER o TOP PLATE �' NAILED Sd COMMON CONTINUOUS HEADER 5 V. O.G. EDGE AND FIELD CORNER TO CORNER z > OD OVER MULTIPLE OPENINGS LO DOOR TRIMMER STUDS RAFTER TO PLATE CONNECTION Z . _ SCALE: N.T.S. �m 2- 5/5" ANCHOR BOLTS w/ 3"x3" PLATE WASHERSEACH NARROW WALL SECTION \,j o. ✓.. q DOUBLE ROW ✓' STAGGER NAILIN INTO BOTH PLATES < 2x6 DBL TOP PLATE 6 U OD VERTICAL Lo STRUCTURAL PANEL NAILED Sd COMMON B*� ® 3" O.C. EDGE ley �NARRON WALL BRACING AT GARAGE DOOR AND 12" IN FIELD 1 SCALE: N.T.S. SWEAR WALL COMPLIANCE: W® 71% OF EACH WALL RUN VERTICAL SHEATHING WITH 8d NAILS 3" EDGE/12" FIELD - (4)16d NAILS PER FT BOTTOM PLATE L® 24% OF EACH WALL RUN VERTICAL DOUBLE ROW VERTICAL SHEATHING WITH STRUCTURAL PANELS r STAGGER NAILIN c: t3 BREAK ON SECOND FLOOR lu INTO BOTH PLATES 8d NAIL 3 EDGE/12 FIELD RIM JOIST 2x6 DBL TOP PLATE (4)16d NAILS PER FT EOM PLATE - tu SECOND FLOOR RIM JOIST VERTICAL s VERTICAL STRUCTURAL. PANEL _ STRUCTURAL PANEL } - lu NAILED Sal COMMON NAILED 5d COMMON ' Z 3" O.C. EDGE ® 3" O.G. EDGE 44 ® < AND 12" IN FIELD AND 12" IN FIELD Lu �- f) W W Lu DOUBLE ROW DOUBLE ROW v ` STAGGER NAILIN STAGGER NAILIN NTO BOX AND SILL * INTOBOX AND 51LL Gt � I < >` SHEET FULL HEIGHT SHEATHING -SINGLE FLOOR FULL HEIGHT SHEATHING -MULTI FLOOR SCALE: N.T.S. �° JOB: 1026 SCALE: N.T.S. BRAWN BY: KNf DATE: 10/26/10 ® L 6'—Sn 121_811{ 6_6n o aAp nc~O A x x 0 ID OD o cn III—oil 2' 4" 12'-2" 244D1i2449 244DW449 26" x 67" �y� �'� 2W x 57' s" 1 y. = - .• -- -- _ — 0 2A Oo Tv 3'-10 i " t, --- _ ---- 1A _ — in N - 244DW2436 N — — — -- F 2 B^Tu� 2W x 42' — --_ - 2 lu _-- - 17'-05 x W-08 e I III I o 1/2" 8'-3-1/2" to k .. n JU Q tuau � Z ku co ell in 261—O" i . SWEET SECOND FLOOR LAN SCALE: 1/4" + 1'-0" A4 JOB: 1026 DRAWN BY: KW DATE: 10/26/10 40'-O° 141-0" Ln Lo w L 12'-0° -O° CD � o m w Ln v 1 n w U. r_ o REF. —� N 12'-4° X 15'-O° 244Di4244q 6 •: ._.. .ter. k. O� A 12'-4° X'12'-0 2>$° x 37' 00 KITG�E LIV N rs ri VINYL o Ln 10 2xf3 w CEILING JOISTS 13' 0" 1 '-O° _ I 244QN244°1 N UP i' 3� 230 x S7° co 0 244D4S243a GARAGE YI ; I 1 �23° x 42° qq 14'-O° X 21'-0° y Yd CL tu 12'-4° X II'-0° c �n ODINING _ 14'-011 13'-O° 4vi0%2° 3 7'x9' 0.14. DOOR 2 cl 32 £ VINYL � tur Z tu T- z _. OLFn tu ICI }t K. # N in 2'-6° 3'-6 n 14'-01' { 261•-0" SHEET FIRST FLOOR PLAN ' SCALE: 1/4" = 1'10" AB JOH: 1025 C DRAWN BY: KW DATE: 10/26/10 GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS. ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS. FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: 00 SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL o CONCERN). Z SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10). SITE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL PER NHESP \ MAP OCTOBER 1, 2006 'CERTIFIED VERNAL POOLS.' SITE IS NOT WITHIN A PRIORITY H WAT PER NHESP MAP OCTOBER ' 1, 2OD6 "PRIORITY HABRATS OF RARE SPECIES" FOR SPECIES LOT 3 10�LOT S.F. �3•�'?s. ``,''' UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) 0.2 R 110. SITE IS WITHIN A STATE APPROVED ZONE R GROUND WATER RECHARGE PROTECTION AREA ��/VEEGGETATED 120 �1 53.0 RAIN GARDEN (125 CT--SLORAGE) , to CONSTRUCTION NOTM, OTTO 9 S .0 Q� s' /,� ' 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE 54.0 SUBDIVISION CONSTRRUCTION PLANS FOR COTUIT MEADOWS, DATED 49.0 b '� 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. i ?\ x / b � 2. ALL R ING, DRAINAGE AND UTILITY NOTES ON SHEET C-5 FROM w S INV. 0 3 53.5 n 3 THE SUBDIVISION CONSTRUCTION PLANS TUIT MEADOWS, N o X , 54.OX ro (min.)� /54� 3 DATED 6 25 07, FOR ISPLAN. 3. SEWER BUILDING CONNECTIONS. 'Y TO THIS SITE PLAN. a s / - MIN. COVER SHALL BE 3 FT. o ft. ovr - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES •00 / O/ 3 AS REQUIRED SY BARNSTABLE DPW. 54.0 ?° �. / �;/ D - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.IX S INV.-41.60 53.0 ,ems PRo o , / 48.34 Cotult Meadows Subdivision Cotult-Barnstable, Massachusetts 50. X I 25 N 112' 'M � co ,8,22 iI PREPARED FOR '" J COTUIT EQUITABLE HOUSING, LLC ; �` PROVIDE (1) 6 DIA. x 6 DEEP LEA Nth R O. BOX 95 VEGETATED AAIN GARDEN S BASIN W/ 1' TONE (125 F. STORAGE) WOUNDING (00 Centervlile, MA 02632 TOP= 1.0/ ALTERNATE IVALENT BOTT -50.0 S y VOLUME) � TITLE CONNECT VN fo°0F Site Plan SMH fn3 LEACHING B 91N Lot 36 . 318 Pheasant Hill Circle INV IN S ( f =40.93 r � BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3rd Floor,Hyannis,MA 02601 7 of t q Phone-(508)771-7502 Fax-(508)771-7622 E IL 20 0 20 40 4 �c /STE SCALE IN FEET SS�ONAL LNG SCALE: 1" = 20' DATE: 10-26-10 REV. DATE: REMARKS a - Lot 36 WAM MAW 0: 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw 2005-214