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HomeMy WebLinkAbout0037 PHEASANT HILL CIRCLE 7 114,71 azmlc Town of Barnstable Building Department - 200 Main Street ASTABLE• * Hyannis, MA 02601 9 MAS 1639. A. (508) 862-4038 RFD MP'i Certificate of Occupancy Application Number: 201301099 CO Number: 20130089 Parcel ID: 002002108 CO Issue Date: 08119113 Location: 37 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT .Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Bu ding Department Signature Date Signed J TOWN OF BARNSTABLE Build- i ng 201301099 BARNSTABLE, Issue Date: 03/04/13 Permit t ? 9 MASS. 1639• �� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20130423 CFO MA'I A Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 09/01/13 Location 37 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002108 Permit Fee$ 688.50 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 135,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 3 BEDROOM,2 BATH SINGLE FAMILY RESIDENCE THIS CARD MUST BE KEPT POSTED UNTIL FINAL WITH AN ATTACHE D 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: JL Building Permit Issued By: ✓ THIS PERMIT.CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER T ORARILY oR P R T ENCROACHMENTS,ON PUBLIC PROPERTY,NO ... r , ., P.c SPECIFICALLY.PERMITTED UNDER THE BUII DING CODE;MUST ii1BE'APPROVED,BY THE JURISDICTION. STREET OR ALLEY.GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE. OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS;;THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. t.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). INSULATION. FINAL INSPECTION BEFORE OCCUPANCY. RE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. tKK 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. a PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). POSTTHIS CARD SO THAT i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1b 1 1 [a rn 2Qv— 1O�ZiFt3 2 �N�� ���1�►lir� �� 2 / � �(o /� 3 �1j,f)�3 1 Aeatidg Inspection f4rovals Engineering Dept IWAI CA S Fi De h r 3 2 B If ealt Duct Leakage Test Form Customer Information: Test Conditions: Name: Bayside Building Date: 6/17/2013 Address: 1645 Falmouth Road Bayberry Square Time: City: Centerville indoor Temperature(F): State/Zip: Ma 02632 Outdoor Temperature(F): Phone: (508)775-1040 Floor Area ff): 1398 Email: System Airflow(cfm): 1200 Cooling Size(tons): n/a Heating Size(btu): 60,000 Building Address:(if different from above) Primary Location of Street: 37 Pheasant Hill Circle, Lot 108 Supply Ductwork: Basement City/State: Cotuit Ma 02635 Primary Location of Return Ductwork: Basement Comments: System located in the basement on one zone, second floor supplied and returned by risers in interior and exterior walls. Duct work in cold spaces insulated with r-8 foil faced insulation all others r-6. All joints seams and connections sealed with 1580 Venture mastik tape UL#181b-fx System tested after rough install with Minneapolis duct blaster. Total Leakage Test Depress Press Outside Leakage Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Press. Flow Ring Fan Press Duct Press. Flow Ring Fan Press r Flow(cfm) I w(cfm) �- (Pa) Installed (Pa) (Pa) Installed (Pa) 25 3 73 = Fan Model/SN: Results: ` d Outside Leakage(cfm): Fan Model/SN: Outside Leakage as% System Airflow: Results: Outside Leakage as Total Leakage(cfm): 73 Floor Area: Total Leakage as% System Airflow: Eric Whiteley Toal Leakage as% eric@wvwhiteley.com W.V �E@�.R�1'rl: _ Floor Area: 5.2 fl5f .. 28 Village Landing P.O. Box 1266 W.Chatham, MA 02669 Plumbing• Heating T508-945-1100 Air Conditioning F 508-945-5549 Since 1952 www.wvwhiteley.com Commonw' ealth of Massachusetts o� 7�� A-S 61bL,�_:CEO Sheet Metal Permit prod- r� a > l r Date: lU 3 ���� P, Permit Estimated Job Cost: $ 50001 Permit Fee: $ � 2 41Q13 4 Plans Submitted: YES NO Plans Reviewed: YES NO ` Business License# . 1(P0'0WN OFR B �� e q�O`7 � ant Lice ns # Business Information: Property Owner/Job Location Information: Name: U(Ym Dn W 1�1* Name: , Street: C�g U1 ! IR Street: 3 ty (,1�. )� a�v� City/Town: Ci /Town: y own: 9y5 - 1 )oo n d Telephone: Telephone: Photo I.D. required/Copy of Photo I-D. attached.- YES NO Starr Initial J-1 /M-1-unrestricted license J-2 /M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2.family Y Multi-family Condo/Townhouses Other Commercial: Office Retail,. Industrial Educational Institutional Other Square Footage: under 10,000 sq.ft., over 10;000 sq. ft. Number.of St • ' Sheet metal work to. be completed: New Work: 1/ Renovation` r- r: jo - � HVAC Metal Watershed Roofing kitchen Exhaust System -*.:: Metal Chimney/,Vents . Air Balancing Provide detailed description of work to be done:Lem --� Q ` x * t•. .. t ! ,S ire.�.,. ;� INSURANCE COVERAGE: s I have a current liability insurance policy or its equivalent which meets the�req.ureements of M.G.L.Ch.112 Yes (�1 No❑ ''•to ,. r.n r UN, If you have checked Yes,indicate the type of coverage by checking the appropriate box below: ���w � y A liability insurance policy j Other type of indemnity' ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the-insurance coverage-required by Chapter 112 of the Massachusetts General Laws,and that my signature on this perm application waives this requirement. .'Check One Only t- Owner ❑ Agent ❑ Signature of Owner or Owners Agent e By checking this box0,I hereby certify that all.of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my.knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws: Duct inspection required prior to insulation installation:-YES NO Progress Inspections Date Comments r Filnal Inspection ti - Date - - - - - - - - - - commnents - - Type of License: �Jl 6Y Mastr ) ,� e x Title ❑ Master-Restricted `/�IJC _TvV City/Town ❑Journeyperson r _. Signature ol Licensee Permit ;ElJoumeyperson-Restricted License Number: Fee$ ❑ Check atvvwv,,,mass,aov/dpl Inspector Signature of Permit Approval ` � ~ COf►AMONWEALTH OF MASSACHUSETTS " ' SHEET METAL WORKERS 'AS A BUSINESS ISSUES.THE ABOVE LICENSE TO "FRIG: T WHITE`LEY - W VE<RND'N WHITELEY PLBG AND '28 V„ILLAGE LANDING 7— PO BOX 1266 6 '. W CHATH.AM AMA 02669 000 ` k 16,0 12/22/14 292,629 G s n - n ---_---__----__--.__—__-----_� - w ;COMMONWEALTH OF MASSACHUSETTS : ... SHEET METAL WORKERS AS,A MASTER—UNRESTRICTED — ISSUES THE ABOVE LICENSE TO: .E:RIC T WHITELEY m " P. D BOX 248 _ WEST CHATHAM MA 02669-0.2'48 2967 02/28/14 `119423 F. Fo!d,Then Detach Along All Perorations' AlaCMLISEaTT� ~ d qF ° i no AEs�r ll r , q , b r EAIC Tf I. I '_W CIa�AAINISTi IiAU: �f'�A r +'" 4y �'` -•k ,�,k',�tr'"c�y�+ �, 2 ' I e rxZ ox ..Services 11.CANE:TdyfC�' r, Ttf*i ,Y .Geilcr,7jzz<ector Tom Terr.y;Rnilaiu t*a torns��crrer ` lOG N�si�x Si�cet,I�v�n:a.t, t 026JI, . 1r'�.tr�vY.n.bc�ns.taliTe.ri�a ts• Offzce S09 61-403R Fa•x 508�79b.�l30" t �o p�ete n Sip T s Serf oz IUH A B urld'pr (vas C}c3e�of , the.silbjeci,pro P '. by axsrhor Pxrn �, iu a31.a�aiters z�I ive to xk a hoi r ytb�s 6�1��t b:permit ip*ati0n. or C�f -cic <019 / r " : Da te appy �gc}z peY zxut PZcs cc� npZte zth } = orne w .e Lzce se.Expm,ptzo n 14 wcm o me-reve side.* p;f U RMS p WNE ASS lN, J Client#: 48736 VERNWHI ACORD, CERTIFICATE -OF LIABILITY INSURANCE oATE`MM/ooYYYY' 10/01/2012 THIS CERTIFICATE IS ISSUED'AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE.AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED . REPRESENTATIVE OR PRODUCER,AND-THE,CERTIFICATE HOLDER. ' IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and con ditions..of the policy,certain policies may require an endorsement.,A statement on this certificate does not confer rights to the certificate holder in lieu of such:endorsement(s).' PRODUCER ..' - ; .CONTACT Karen A.Walther,;CIS.R NAME: Rogers &Gray Ins PHONE 508-760 4630 n/c,Nd: 877-816/2156 AIC;No, .Ext 434 Route 134 E-MAIL ADDRESS:. kwalther@rogersgray;com i South Dennis, MA 02660-1601 ' ""'• INSURER(S)AFFORDING COVERAGE' NAIL 1 508 398 7980 INSURER A:Arbella Mutual'Insurance Compan 17000 INSURED Wausau Underwriters Ins.Com aw W.Vernon Whiteley Plumbing &.Heating wsuRERe: p INSURER c:Arbella Protection Co 17000 Company, Inc. & Chatham Sheetmetal, Inc .. - INSURER D P. O. Box 1266, INSURER E West Chatham,MA 02669-1266 INSURER F: COVERAGES CERTIFICATE NUMBER:. REVISION'NUMBER'` THIS IS TO CERTIFY THAT THE POLICIES OF`INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOP.THE POLICY PERIOD INDICATED: NOTWITHSTANDING ANY REQUIREMENT, TERM,OR,CONDITION OF ANY CONTRACT OR OTHER,DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,'THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT%aTO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY•HAVE BEEN REDUCED BY PAID CLAIMS. INS - ADDLISUBRj - POLICY EFF POLICY EXP TYPE:OF INSURANCE y,r, IINSR.IWVD'. - POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A GENERAL LIABILITY 8500052832 101 112012 10101/20131 EACH OCCURRENCE . •. s1-,000,000 DAPAAG�TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) 'I s 300,000 .CL41MS-MADE'EOCCUR I �' r - McD'EX?(Anyone person), 515,000 E PERSONAL&ADV INJURY S 1.,0.0.0,00.0 ..."....._''.-. •k :.> - 'GENERAL AGGREGATE-^ 'r'I S 2y000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X - I PRODUCTS-COMP/OP AGG I S 2,000,000 Fy,-PRO- S POLICY I -Al JECT ".�LOC - • COMBINED SINGLE LIMIT., AUTOMOBILE LIABILITY 11020006346 10101./2012 10101/2013, 1.;000,000 - fEa accident) S ANY AUTO -I. %• INJURY(Per.person) I S -I.80DILY ALL OWNED SCHEDULED - AUTOS X AUTOS - I BODILY INJURY(Per accident) S" - X NON-OWNED I - PROPERTY D4YtAGE HIRED AUTOS X AUTOS �er zc id s ,. I.S .. A X UMBRELLA LIAe j occuR i . I'4600052833 10/01/2012 .10/01/20131 EAC4.000URRENCE I s4 000,000 EXCESS LIAB I CLAIMS-NIADEI I AGGREGATE 4 000 000 _ DIED I X RETcNTIONSO �., w I _ S .,._ WORKERS COMPENSATION - ' WC STATU- OTH- - - B WCCZ,1,1260053011 s 10/01/2012 10/01/201.3 X IT RY MIT IER AND EMPLOYERS'LIABILITY.., ANY PROPRIETOR/PARTNER/EXECUiIVE— _,. � � � ',IE.L.�EACHACCIDENT �'S5O0,000 OFFICER/MEMSER EXCLUDED? N I A - - (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE s500,000. If yes,describe under "�• 5 - DESCRIPTION OF OPERATIONS below E.L.DISEASE --POLICY LIMIT` 5500,000^ ' DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required). Plumbing,Heating, HVAC service & installation: ` CERTIFICATE HOLDER CANCELLATION. Town Of Barnstable' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ' THE EXPIRATION. DATE 'THEREOF;. NOTICE 'WILL BE DELIVERED IN, 200 Main Street ACCORDANCE WITH THE POLICY• PROVISIONS.' Hyannis, MA 02601 'AUTHORIZED REPRESENTATIVE w ©16B -2010 ACORD CORPORATION:All rights reserved. ACORD 25(2010/05) 1 of 1:.. The ACORD name and logo are registered marks of ACORD. #S88017/M87928 TLH I The Commonwealth of Massachusetts - - . -Department of Industrial Accidents - Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers' Applicant Information Please Print Ledbly. Name (Business/Organization/Individual): + H cA a ,, n [✓ Address: �� V,it A k A/1 h J n f o City/State/Zip: Luc,i- .C,-4 A a A Y Y) Phone 9 9�, 11 o o Are you an employer? Check the appropriate box: Type of project(required): 1j�] I am a employer:with' '4 9 41-❑ I am a general contractor and I" have hired the sub-contractors 6. ❑New construction employees(full and/or part-time).* 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. El Demolition working for me in any:capacity. employees and have workers' [Nonworkers' comp.insurance comp.insurance.- 9. ❑ Building addition required.] 5. rP_ W oration and its 10.0 Electrical repairs or`additions _> ❑ e are a co 3.❑ I am`a homeowner doing all work- o�cers have exercised their I LE]Plumbing repairs or additions myself o workers''com right of exemption per MGL. y P 12.0 Roof repairs insurance required.],' _ c. 152 j§1(4),and we have no . employees. [No workers' 13:0 Other comp_insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing.all work and then hire outside contractors must,submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the suh-contractors and state whether or not those entities have employees_ If the sub-contractors have employees,they must provide their,workers'comp.policy number_ I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site ,.information. Insurance Company Name: A u s A U n a 4 w 1 f S n's A n L4L- co Policy#or Self-ins.ins Lic:#: W Cc-— Z I 1 o Expiration.Date: o J 3 Job Site Address: : U,A k o s City/State/Zip:. iM A Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL'c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00,and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER.and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for ifisuranco4coverasze verification. I do hereby certify unde p a e ,o perjury that the information provided above is true and correct t Si ature Date: 1 d y % Phone#: 6 9 9`y - i 1 0 0 Official use only. Do not write in this area,to be inpleted by city or town official City or Town: ermit/License Issuing Authority(circle one): 1.Board,of Health 2.Building Department 3.Citv/To�vn'Clerk.4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: ` Phone#: Y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 602- Parcel DDZ!dam Application # 22 2 3 Health Division Date Issued J L{ Conservation Division Application Fee Planning Dept. Permit Fee 3 • , Date Definitive Plan Approve by Planning Board Historic - OKH Preservation / Hyannis` Project Street Address r-Filek Village Owner U !t2 Address P� X j Ge�{erv���e, e< Telephone Permit Request ,eve r Square feet: 1 st floor: existing �� proposed 2nd floor: existing U proposed _'Z� Total new I qS(e Zoning District � -1 Flood Plain C_ Groundwater Overlay �rP Project Valuation I SO UU Construction Type E,._ro44--� -Q Lot Size Grandfathered: ❑Yes J2ILNo If yes, attach supporting documentation. Dwelling Type: Single Family a Two Family ❑ Multi-Family (# units) Age of Existing Structure D Historic House: ❑Yes a No On Old King's Highway: ❑Yes .0 No Basement Type: :U Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) F) Basement Unfinished Area (sit 7�1' o Number of Baths: Full: existing O new 2 Half: existing ,~, new � g g ,i � w Number of Bedrooms: C'7 existing 3-new a Total Room Count (not including baths): existing O new �P First Floor Ro, m Count `. Heat Type and Fuel: aGas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing s(0New Existing wood/coal stove: Cl Yes �allo Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing Anew size _Shed: ❑ existing ❑ new size _ Other: 1� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes W-No If yes, site plan review# Current Use \I'L .LA LA Proposed Use � (I 2 �Qi1�e- APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) Name 1 av� Z)0-t-42_ Telephone Number Address f�O 9-or- �� ( �� ✓/� , /�/� License Home Improvement Contractor# Worker's Compensation # L(A O Yb6tL ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO <�,Xrjwlck SIGNATURE DATE Gil ,t FOR OFFICIAL USE ONLY �. 'p! APPLICATION# DATE ISSUED r MAP/PARCEL NO. .i c ADDRESS VILLAGE OWNER DATE OF INSPECTION: # FOUNDATION (j&)qJ12r13kk— FRAME INSULATION u�d ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING r - DATE CLOSED OUT ASSOCIATION PLAN NO. Department of Industrial Accidents M Office of Investigations 3 600 Washington Street 9 Boston,M14 02111 wmv.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/C€retractors/Etectrlcians/.Illumbers Applicant Information Please Print Legilr-Iy Name (Business/organization/individual): Address: . T5" City/State/Zip:69Vr&VIA 101E Phone#: t 00 Are you an employer?Check theIpgropriate,.box- Type of project(required): 1.El am a employer with 4. [B I am a general contractor and I 6. [ New construction . employees(full and/or part-time),* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet $ 8• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp,insurance. 9. ❑Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work; right of exemption per MGL 11.❑ Plumbing repairs or additions myself No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.]t employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#i must also fill out the section below showing their workers'compensation policy information #Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy informatim I am an employer that is providing workers'compensation insurance for any employees. Below is the policy and job site information. Insurance Company Name: � ` �"` -` G• eo . Policy#or Self-ins.Lie.#:J„1 CA - 0-0'7'514-0 (o'Z-Z Expiration Date: - Job Site Address: City/State/Zip: , a d Attach a copy of the workers' compensation policy declaration page(shoeing the policy number and expiration plate). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition•of.criminal penalties of a fine up to$1,500.00 and/or one-year imprisomnent, 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 DIA for insurance coverage verification. I do hereby ceatij-5 unde 'he pains and penalties of perjuay That the information provided above is ts•ue&ad correct. Signature: Date: Phone#: - (�qL Official use ardy. Do not write in this area,to be completed by city or town of feud. City or Tovim: PermitMcense# Issuing Authority(circle oue): 1.Board of Health 2.Building Department 3.City/ToA'n Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Client#: 15273 2BAYSIDEBU ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 01/24/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil PHONE 508 775-1620 FAX 5087781218 A/C No Ext: A/C No Insurance Agency E-MAIL ADDRESS: 973 lyannough Rd., PO Box 1990 INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:Acadia Insurance INSURED Bayside Building,Inc.and INSURER B: Bayside Design&Remodeling,Inc. INSURER C PO Box 95 INSURER D: Centerville,MA 02632 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LT RR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS A GENERAL LIABILITY CPA007340921 1/01/2013 01/01/2014 EACH OCCURRENCE $1 000000 X CMERCIAL GENERAL LIABILITY DAMAGE 7 RENTED PREMISES Ea occurrence $250000 CLAIMS-MADE FI OCCUR MED EXP(Any one person) s5,000 OM PERSONAL&ADV INJURY $1,000 000 X OCP GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY 0 PRO- JECTOERCT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAR H OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WCA007340622 1/01/2013 01/01/201 X WCSTATu- OTH- AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $50O 000 OFFICER/MEMBER EXCLUDED? N N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $500 OOO If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) RE: Lot#18 Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Joe&Gail Winn SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 71 Kearsage Road ACCORDANCE WITH THE POLICY PROVISIONS. Barnstable, MA 02630 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S105880/M105879 LS1 p a, .rra.�c�ay..r.,00..w-.�o�,........vr�.c...waaa•..rsms�c' fio rd o€Building Regufalintas and SUrwdards Construction Sunen isor Ucense CS-005645 8� BRIAN T DACfEV PDX X 95 CENTERVIIsLE ¢02632 M r '4 C�JYLt7CISSianer EX a��n 04/19/2014 Unrestricted)=Buildings of any,use group;^^which Contain Tess tlian�35;000 cuibrc feet(9.i of encl`osed spade;. Fail,tilreao possess a cu rent ed'itgn of the'Massachusetts State'Buildimg Code iscause forrevocat'ion of thsylicense. For DP5�censing"infornnaton visit:. www'Nlass Gou/.DPS 41 T6wn of Barnstable. ,,.�. Regulatory Services qB LE'$ Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 W"ffV-town.b arnstab le.ma,us Office: 508-862-403 8 Fax: 508=790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, Vcxv� c 661A-114s tkwe5)o�e subject property hereby authorize _ to act on my behalf, in all matters relative to.-work authorized by this biding pernvt application for: Zri ri (Address of Job) Sig tore f Omer Date Print Name Q:FORN2S:OWNER 1ERMISSION s: REScheck Software Ver ion 4.4.1 Compliance Certificate Project Title: THE EAGLE MODEL Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 94% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. COTU IT,MA Compliance:Passes using ILIA trade-off Compliance:3.2%.Better Than Code Maximum LIA:498 Your UA:482 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. - AssemblyGross Cavity Cont. Glazing ILIA or or D•• Perimeter U-Factor TOTAL CEILING:Flat Ceiling or Scissor Truss 728 38.0 0.0 22 TOTAL WALLS:Wood Frame,24"o.c. 1324 21.0 0.0 2 . TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 1200 0.340 408 Door 1:Solid 42 0.280 12 Door 2:Glass 42 0.340 14 TOTAL FLOOR:All-Wood Joist/Truss:Over Unconditioned Space 728 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 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:THE EAGLE MODEL Report date:02/07/13 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE EAGLE.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ TOTAL CEILING: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:�0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.340 Comments: Floors: ❑ TOTAL FLOOR: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/doorjambs and framing. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ 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. 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 an pipes.Batt insulation is cut to fit around wiring and plumbing,o.r sprayed/blown insulation extends behind piping and wiring. Project Title:THE EAGLE MODEL Report date: 02/07/13 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE EAGLE.rck Page 2 of 4 (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (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. Materials Identification and Installation: Cj Materials and equipment are installed in accordance with the manufacturer's installation instructions. o Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Lj Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 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). 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 116.5 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 174.7 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 87.4 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 58.2 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating.(Sections 503 and 504). Circulating Service Hot Water Systems: Lj Circulating service hot water pipes are insulated to R-2: [j 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: Heated swimming pools.have an on/off heater switch: ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. <] Timer switches on pool heaters and,pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recover�r systems. Project Title:THE EAGLE MODEL Report date: 02/07/13 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE EAGLE.rck Page 3 of 4 ❑ 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: ❑ 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 atisfy requirement's'). 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) 1 1 .Project Title:THE EAGLE MODEL Report date: 02/07/13 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE EAGLE.rck Page 4 of 4 2009 IECC Energy ' Efficiency Certificate Insulation . Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass& Door Rating Window 0.34 0.34 Door 0.28 0.34 CoolingHeating & Heating System: Cooling System: Water Heater: Narke, Date: Comments: AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for C ompliance ('7g0 CMR 5301.2.1.1)1 THE EAGLE MODEL COTUIT MEADOWS COTUIT, MA Check Compliance 1.1 SCOPE Wind Speed(3-sec. gust)....................................................................................................................110 mph R1 Wind Exposure Category..........................................................I..................................... 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)....... 2 stories s 2 stories E RoofPitch ...........................................................................(Fig 2).....................................................85 12:12 MeanRoof Height......................................................................(Fig 2)....................................................22 ft 5 33' Building Width,W...................... .....................................:...(Fig 3)................................................... 26 ft 5 W [� BuildingLength, L...............................................................(FIg 3)....................................................28 ft 5 80' Building Aspect Ratio(LNV)........................... .............. F� 4 1.25 5 3:1 [� Nominal Height of Tallest Opening2..:....::.:...::............................(Fig 4)..................................................6'-8"5 6'8" [� 1.3 FRAMING CONNECTIONS General compliance with framing connections.................:..(Table 2)............. ::::. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.........................................................................................::::..............................::: Concrete Masonry .............:............................................. :.........................:;..,.:... N/A 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general .............................. .........(Table 4)............. .................................. 32 in.. [� (Bolt Spacing from end/joint of plate ......::....::...............(Fig 5).........;....................... ........12 in. 5 6"—12" Bolt Embedment—concrete...............::::......................(Fig 5)...........:..............................::.....7 in. z 7" [� Bolt Embedmentmasonry. .::....................................(Fig 5)............................:............... in. z 15" N/A Plate Washer................... ...............:............................(Fig 5).....................;..........................z 3"x 3"x%, 3.1 FLOORS Floor framing member spans checked ................................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension.........""..................::.::(Fig 6).................................................._ft 5 12' N/A 1 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 5 d N/A Maximum Cantilevered Floor Joists Supporting.Loadbearing Walls or Shearwall...... .......:.(Fig 8)..................................................................... ft s d N/A Floor Bracing at Endwalls... ...................::....:...................(Fig 9).................................................................... [� Floor Sheathing Type ..................... ........ .........::.........(per 780 CMR Chapter 55).......... ...................... Floor Sheathing Thickness........................:.........................(per 780 CMR Chapter 55)........................... 3/4 in. Floor SheathingFastening 9.•••••••••••••••••••••••...........................(Table 2)............8 dnails at in edge/12 in field 4.1 WALLS Wall Height Loadbearing walls.........................................................(Fig 10 and Table 5)..........................W-0"ft 510, Non-Loadbearing walls.............. .................... .........(Fig 10 and Table 5).... ....................8'-0"ft 5 20' Wall Stud Spacing .........................................................(Fig 10 and Table 5).....................16 in. 5 24"o.c. Wall Story Offsets :.:...............(Figs 7&8 ............................................ ft 5 d N/A r AWC Guide to Wood Construction in HigA i Wind Areas: 110 mph Wind Zone Massachusetts- Checklist for Compliance (7g0 civet 5301.2.1.1)' 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls.........................................................(Table 5).........................................2x6-8 ft 0 in. Non-Loadbearing walls.................................................(Table 5).........................................2x6-8 ft 0 in. Gable End Wall Bracing' Full Height Endwall Studs.............................................(Fig 10)................................................................... WSP Attic Floor Length................................................(Fig 11).............................................. ft zW/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................... 5 ft z 0.9W E and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fi 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 0 Double Top Plate Splice Length ...........................................................(Fig 13 and Table 6).......,................................18 ft Splice Connection(no. of 16d common nails)..............(Table 6). ............................. ..............6 Loadbearing Wall Connections Lateral(no. of 16d common nails).............................::.(Tables 7)....................;.:......................................2 Non-Loadbearing Wall Connections Lateral(no. of 16d common nails).......:::......................(Table 8)..............................................................3 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .........................................................(Table 9)................. •.....Oft 0 in.s 11' Sill Plate Spans .....................................'....................(Table 9)............... .Oft 0 in. 5 11' Full Height Studs (no. of studs)....................................(Table 9)......................:.....................................3 [� Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...............................................................(Table 9)...........................................2 ft 0 in. 5 12, Sill Plate Spans......:.....................................................(Table 9).................................._ft_in. 5 12" N/A Full Height Studs(no. of studs)..................................:.(Table 9)................................................................ NIA Exterior Wall Sheathing to.Resist Uplift and Shear.Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Openingz .........................................................:...............5 6'8" N/A Sheathing Type.................................... .......(note 4)............... .......................................WSP El Edge Nail Spacing C 9 P 9...............:..........:...............(T(Table 10 or note 4 if less).............................3 in. Field Nail Spacing................:..............::.........(Table 10)....................................................12 in. Shear Connection(no. of 16d common nails)(Table 10)............................................................4 Percent.Full-Height Sheathing.......................(Table 10).......................................................52% 5%Additional Sheathing for Wall with Opening>6'8.. ..................................... N/A Maximum Building Dimension, L Nominal Height of Tallest Opening2........:................................................................61-8"5 6'8" SheathingType..............................................(note 4).....;.....................................................WSP Edge Nail Spacing................... .......::.........(Table 11 or note 4 if less)........... ............3 in. Field Nail Spacing..........................................(Table 11).................. .................................12 in. Shear Connection(no. of 16d common nails)(Table 11)..............::............................................4 Percent Full-Height Sheathing .................(Table 11). ..36% ................................:... 5%Additional Sheathing for Wall with Opening>6'8..................................................... Wall Cladding Rated for Wind Speed?....................................... ............................... AWC Guide to Wood Construction in High Wind Areas: 110 nWh Wind Zone Massachusetts Checklist for Compliance (780 civM 5301.2.1,1)' 5.1 ROOFS Roof framing member spans checked?........................(F I+Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)...............2/3 ft s smaller of 2'or U3 �( Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 12)...............................................U=236 plf Lateral......:.....:...............................:.(Table 12)......... ......................................L=176 plf Shear......................:..:.....................(T ble 12)...:....................................;.........S=77 plf Ridge Strap Connections, if collar ties not used per page�21... (Table 13)................................T= plf N/A Gable Rake Outlooker.........................................(Figure 20).............. ft s 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) ............ Roof Sheathing Thickness........ ...................... ........ ................518 in, Z 7/1611WSP Roof Sheathing Fastening...................,. ..,:...............(Table 2 MTHE EAGLE MODEL COTUIT MEADOWS COTUIT, MA MEETS THIS CHECKLIST IN IT'S ENTIRETY Tj HEREFORE THE-FOLLOWING_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.pl ate. 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 of8d 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: HO nTh Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1a)L -WHEN THIS EDGE RESTS ON PIII4MING ESE Sd NAILS Tr ------------ 11 11 !I Ir 11 u u 11 11 11 11 1! n 1 ! u n n It 1 N 1 .c 11 /, 1 : Il 11 11 M 1 II 4 11 r v w 11 IL 1! d !1 r W 1 a uILI ' II Q lr i/ 1 I1 II tl � 1 :... 1 . 1I rl l l ' Wa n ! 11 11 1 - Ilt.r.�- tir. NAILSPACDOUBLE MY GE kJG PANk See Detail on Next Page - Vertical and Horizontal Nailing for Panel Attachment . I AWC Guide to Wood Construction in High Wind Areas: 110 nwh Wind Zone Massachusetts Checklist for Complianee (780 CMR 5301.2.1.1)1 a , u tE FRAMINGMEMBERS i. ED6El�ITERMFDIAT£ �~i• e i - r ' !•• i _�_,.�..�•� � �••�� •�_��a_ STAGGERED 3"MMd MAIL FAT TERN PANEL PAWL EDGE DOUBLE NAIL EDGE SPAONG DErAL Detail Veftiaal and Horizontal Nailing for Panel Attachment _ I Subcontractor's Insurance 2012 GL Policy GL Policy WC Policy WC Policy Sub Contractor Effective Date Expiration Effective Date Expiration All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 06/01/13 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 08/20/13 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 07/13/13 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 08/16/13 Cape Concrete Forms 508-922-1910 06/05/07 , 09/29/12 12/07/07 06/08/13 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 01/01/13 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 12/17/13 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 05/06/13 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 10/01/13 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 06/14/13 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 08/14/13 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 08/12/13 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 10/01/13 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 04/01/13 Pastore Excavation Inc. 06/05/08 06/05M 2 10/12/08 12/12/13 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 06/03/13 i i i 1 N m tp I I I o to a Ln w to J h cb EEII UP _J h --_ _ X U W O MM �l ®® N ®®©� A W o FRONT ELEVATION. Z 5 SCALE. V4' - 1'-0' m 0 1 12 . SMOKE DETECTORS REVIEWED �TOy� 3Jyl>3 iA ,.E BUIL31NG DEPT. DATE w _ FIRE DEPARTMENT DAit JC]3 N - �_ - 907N SfGNAi JR. ,A.P=RE^'Jfi<ED FOR PERMtTTWG Q 0 - 'uNE j - - - - -1Ot W w m H lu O J t WEET REAR ELEVATION jm, 1024 SCALE- 1/4' - I'-& DRAWN BY, - DATE, 9/IT/10 N cV LOI IA LS _ J n _ J_ 1� r e.. m 0 ® Z w U. ►.+� V O �- cb 1 U) w Lr) LEFT ELEVATION Q o SCALE- V4" . i'-& { Im C9 0. KN LU IL Q o to m U J. RIGHT ELEVATION SCALE,114" . P-D" -M, 1024 - DRAWN BY. KW DATE. 9/17A0 _ 4O'_o• N N ' O to d Lo w in DECK J C?-&x 12--0' J 00 "a r.xl LL" 0 �tr - U ldi E— — LLI 0 I - � Tw 24 I 0 WWxac7/E' ; a 12'-4•x le'-W 00- .•- :1 v 17-4•x 12'-O` fug.,..�a,�..-�. �m.�:R,.�-. .�.; ''..II �!I ,o KITCHEN 00' W cy n . 9II VINYL N WM � CEIUN6 JOISTS _ W W 016.0.0 TH 2446 ' d m so VS'x 66 7/5 ' o m O f UP VINYL 2 1 GARAG TW 24:32 p " 14'-d ZI'-0' 90 I/S•x 40 7/8' = m 0. �� V' .w-_ —.__.f._ _ - _ .. CA2'4pINING o e FOYER _ '-I 12' 4'-10 1/2' 13'-0° 14'-O' w 21 - 75A'O.H.DOOR- - f VINYL Zp q w q 3 O a W a a to e le CDo 4'-6' 6'-I' S'-4• 6'-7' 3'-6• 2'-6' SHEET FIRST FLOOR PLAN �� SCALE: 1/4' - 1'-0' _IOB: W24 DRAWN BY: DATE: M7/10 . N N O N Q - O V � n � n Lo m 2 y L a 6 TW 24" TW 2— M O -. Bo vD :66 7/B BED sit '" BED 0 I/V Y 56 7/6' W Q 2� T s _ - 00 Q c O I w o - Z TW 2432 I — . B'-10' q �I III illlllilllll illlll rr-0'z u'-d m MASTER BEDROOM - e'-B 1/2' 2£ 17'-B 1/2' uJ v ,. _.... .. _ ... EO a e e e e tuo� � x x war' a CDU -SHEET SECOND FLOOR PLAN SCALE: 1/4' - 1'-O" 4 JOB. 1024 DRAWN MY: KW DATE: 9/17/10 . N 40'-O' • m 26'-0° 14•-O• � N - 12'-0' 3i_0. W-4• .1i_0. - Ism O Ijo a Lo 2_2x10 61ROER _ 4x4 P.T.POST - - f.ALV.WETAL POST ANOIOR ° 4'"0' A 10 'Zir T FMR TUBE'PIER W/ 'BIG LLI In W FOO _ J n I r I DOOR W/I W.KHI ® Fw- I: I I I I,r I pm1 LLI --—————————— - - - j - ---1''L ►-•� U IL ,.-:::.::........ m I I I . I 11 I ;II ------------- O I I ' I' I-; 177 I -- — o 'v I i ••1a I lKI, • I I I ® >- 0� MNCIiETE WA I MNTRtu0US FMnNGLL rrF i I uma O s,s1D c1AROsETEE�Mu,rn+ i `:j I I IA 56'.56'xtV CONCRETE PAD I::I I V f w I I I I y In w T-T-n I I I I I } z I;p 1 1 1 1 1 1 g I FULL d:l , 1 1 1 1 1 1 I I ryarys� O N I ( I'::l II 1 1 I 11 1 1 I 4'CONCRETE SLA13 I I N W I BASEMENT 1�� I I I PITCH TDWARD DCM Ljr�1 1 1 1 1 1 1 1 1 A. ^ ILJ-L_LJ_111J_1_LJ I I��I R pi6>i ♦-. 4L I I NOfE, �o S/8°ANCHOR BOLTS I I EMBEDDED 7' I I SPACED 32'O.C. 12' FROM CORNERS I TP WASHERS 3"'A/4' I I 12'-4• 12'-$ I DROP WALL 10' - •I I a° a•x r-41 CON-.WALL I', I •Daae I I? I m I 65tlo'"OTINUOUS FOOfiN6 T7P.1 R'N - ---------- --I' LJ - ------ --- - -- --- WILI w a 2'-S• 9'"6• 7 S• 20-0° 14'-0' - g %2 6 - 40'-O° _ coV O FOUNDATION PLANE SCALE, 1/4' - V-O° 1 -IDS. 1024 DRAWN BY, KW DATE. RA7/10 to ?, RIDGE ® VENT— StRTR HI RW 1C�212 RDGE �O•g1I M I Ln ASPHALT SGIS---� • - W fIRI 9 eON N2.5 8/5•COX SHEATH FASTENERS AT - 12 •OL. JUNC IONSTOP Trp- Q e �° _ HLOGICRlG U : - • ATTIC 0 - IN FlR9T YYI4'-oO.JOISTO.C. AND RAFTER - R38F.G.INSULA M n FROM GAHLE PANT.VENTING DRIP 1.8 FASCIA I.4 SECOND nErmER U I 2eae•LL O.G. �! O '-" PWELEr.,Llr=MODUI.DIINQ SPOUTS STRAPPING, - q _ 1n-GYP.BOARD HALL Idi C'1 24 Wr.9TV08 a 24'oA - BATH n - - • i'R21 F.G.fN9UL! ! 3'-10 I/2° I3'-10° n U2•PLYWOOD SWEATHHIG/ m 8'-3 IYS• - ° • TYVEK WRAP/W.G.9WNGLF9 B���M 2d7.•IL•O.c. - - y+ d _ r (SEY@ID) 6 � + O 4.09 Y9/ G 2.I0.010•oA. 2 60 W m W •. s/a•FIRE RATED Z ' FOY GYP HD SETWEB/ O - (OPEN To GARAGE LIVING SPACE m LIVING PM r GARAGE M . m, m 6L�1 (f) 0. .. '. FMf9HMA1FL4 P.T.21[i BILL+SILL 9-202 CARRIERS •-L - r 9/4•DES SUSFIJIOR r. RSO INSUL L 4 G'CON'—SLAB, c. oub 2,10'.•IG'O.C. 2.17.a IV O.G. - .. 3-2.12 GIRT .. .. ...... .... - . STAIRS 19R 8-2.12 CARRIERS - I/7 eTEEI. •. 13'-O° 13i-0. 111 W.7'-9•[AK.WA - DAMP PRWF HEILW GRADE - 8 in•ca+c.SEAS W Q Q . VAPOR HARRIER - Q) z Q...... La is _. �o - ` } CROSS SECTION w ' N , SCALE• v4° O D u� ao mu JOH� ^ 1024 DRAWN HY� KIN - DATE, B 9AVIO - TempParcelEdit Page 1 of 1 Al a AT y `s Logged In As: Wednesday,January 16 2008 Frank SchlegelParcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 1002 002 108 Street Number: 37 Unit Dev Lot LOT-108 Road Name: PHEASANT HILL CIRCLE T/R: j 1 Sec. Road: I, T/R: Villla e: 107 - Cotuit Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7,62) Date Added: Updated: Update �Dyelete F AddtAnothei 1,ttn•//iccnl?/Tntranat/Prnn(latn/TPmnPnrcPlFtlit.a-,nx?TT)=Arlo 1/16/2008 a ok y1u1,3 r Foundation Certification in Barnstable MA ' prepared For . : Lat 108 #37 Pheasant Hill Circle Cotuit Meadows Subdivision 'of Barnstable Assessors M6 002 Parcel: .02 p Baxter Nye Engineering &` Surveyin g Flood°Zone C'0 FIRM Community Panel .Number No. . 025551 6021 D OWNER: Cotuit Equitable .Housing, 'LLC ® Deed Book 21804 Page 41 Registered .Professional OPEN SPACE:. Cotuit Meadows Homeowner's Association, Inc. ® Deed Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable.Zoning Board of Appeals No., 2005-082 V Deed Book 21059. ,H annls MA 02,601 Page 158 y . Minor Modification No. 1 ® Deed .Book 22249 Page 282 Phone (508) 771-7502 Fax — (508):-771-7622 Job Number: 2005-214 . Scale : 1" = 20' 04-18=13 o 00 LOT 107 -OPEN, SPACE s er\ 24 4 .. 0 / , LOT 108 cb �" 9,387f S.F. ryry sE76" o 0.22f ACRES cV .� 61 3 = W Cb 40, �, / ,s, Off ^ co O NO ��J 2�No 2, ~ / Aq Oro Q' N 800 .0• h .10 c/NF qck o y . „ 0 LOT 109 69 CERTIFY THAT TO THE BEST OF.MY KNOWLEDGE THE 'EXISTING STRUCTURE SHOWN HEREON IS'.IN COMPLIANCE WITH FRONT, SIDE AND,REAR SETBACK REQUIREMENTS (20'/10'/10')-AS NOTED, IN TOWN OF BARNSTABLE ZONING BOARD OF APPEAL No.-2005-682 (DB 21059 Pg 158) IS LOCATED IN RELATION.TO OF ry , PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT.LOCATED WITHIN A SPECIAL FLOOD. HAZARD AREA. SHANE M: R, THIS PLAN. IS NOT T ECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY"LINES. BRcNNER N No.45917 m hz� IS REGISTERE , OFESSI AND SURVEYOR — BAXTER NYE ENGINEERING & SURVEYING DATE r' L r; y GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS. 'S MAP 002 - PARCEL 02 ASSESSOR / 2. SETBACKS. FRONT = 20' 64.50 c / SIDE/REAR = 10' x ,� / 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. y (7) 4. COMMUNITY PANEL NUMBER. 025551 0021 D _----- THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. cj c/ SMHI#31a.19 5. ENVIRONMENTAL NOTES. INV OUTINV SIB IS NOT WITHIN AN AC.E.C. (AREA OF CRITICAL ENVIRONMENTAL M / 'OD F SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE ' WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED / (Z' HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS Z PROTECTION ACT REGULATIONS (310 CMR 10)." r SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, `- REGULATIONS (321 CMR10) SITE IS WITHIN A STATE APPROVED ZONE it GROUND WATER c / RECHARGE PROTECTION AREA SS CONSTRUCTION NOTES, 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED - 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, - DA70 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 3. SEWER BUILDING CONNECTIONS. D /�� - MIN. COVER SHALL BE 3 FT. - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES AS REQUIRED BY BARNSTABLE DPW. MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2AX. % ! 9 % r SS,�a VEGETATED 12" DEEP , 0 Cotult Meadows Subdivision RAIN GARDEN (125 ,�' i S ' C If ,'',� CotultmBarnstable, Massachusetts \C.F. STORAGE) �� J , IA, �, tOP 65.0 yV� BOTTOM=64.0 ' LOT 107 ' `7 , PREPARED FOR OPEN SPACE �' s sT '; �IS/ C/) COTUIT EQUITABLE HOUSINGo LLC PROVIDE (1) 6' DIXI►, x 6' DEEP 64.0 1 39s S'F (O � ,' � p. �■ sQX 9S ,LEACHING BASIN W/ 1' STONE SURROUNDING (OR ALTERNATE , , /EQUIVALENT VOLUME OF'289 CF) + ''LOT 108 68.25 x `' Centenrlile, MA 02632 CONNECT ALL ROOF ;� ' ' ' DOWNSPOUTS TO LEACHING 65 ' '9o387f S.F. ,'' / ~ ' // TALE BASIN b o -- - 0.22f ACRES 8.15 Site Plan " DEEP ? 8• Ro 68.25 , �' ;' Lot 108 37 Pheasant Hill Circle 1 VEGETATED 2 68.0 ' o ?7, l r ' RAIN GARDEN (125 p O r 0• 68.25 i ; 65 RAGE) �S(�q+� /; TOP BOTTOM=64.0 ` ?Nso e.?s,.. BAXTER NYE ENGINEERING & SURVEYING \ 68 pCb 64.0 • o ` ? 8.2 0� ti " � A Registered Professional '`• .}t� �� �� %� Engineers and Land Surveyors zN of� � �, S INV. r , ,� �A r r � �L AS � =57.44 4 ti /; pC� 78 North Street,3rd Floor,Hyannis,MA 02601 RO 67.50�� s 64.25 3 �Q sT�r u u, a ti �. s�, / `� / AS 2 Phone-(508)771-7502 Fax-(508) 771-762211 66. nn w �- 9 ' t 1Cn 66.50x x67.0 ?e0 St7Py ? ,y 345 a c 67.0\ 68.0 0 ctl §J V.-56.28 20 0 20 40 s GIs 3.0. CURB * � IONAL EN N 'o.�, fi7.2 sTOa„ ' --I-' SCALE IN FEET .50 � w p� 109 67.0 x ,'.3 �c / o� ca 3 7 SCALE. 1" = 20' DATE. 02-11-13 LOT67.25 x `' "' �, �,' �' V REV. DATE: REMARKS 67.0 , • / �' 2�3 1 LOT408 SMH #32 mwm W AM 4 INV IN-56.01 INV OUT-55.91 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw ' ' 2005-214 � _ i