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HomeMy WebLinkAbout0267 PHEASANT HILL CIRCLE i , , . �t Town ,of Barnstable Building Department - 200 Main Street EARNSTABLE. * Hyannis, MA 02601 9 MASS 16.9. . (508) 862-4038 RFD MA'S A Certificate , of Occupancy Application Number: 201206664 CO Number: 20130027 Parcel ID: 002002056 : CO Issue Date: 03126113 Location: 267 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RCO0 CERTIFICATE OF OCCUPANCY RES Comments: 3/z� �3 Buil ng epartment Signature Date Signed TOWN OF BARNSTABLEh' "' ■ �tNET � Buirdln:g , 201206664 ■ STABLE, Issue Date: 10/30/12 PerM It _ y MASS. �ArFq N319. A�� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20122656 . Proposed Use: DEVELOPABLE LAND Expiration Date: 04/29/13 Location C2."67=PHEASANT-HILL CIRCLES Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 00200295:6 Permit Fee$ 867.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 170,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND BUILD A 2 BEDROOM,2 BATH RANCH WITH AN ATTACHED 1 THIS CARD MUST BE KEPT POSTED UNTIL FINALr t ' CAR GARAGE 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: THIS PERMIT CONVEYS NO RIGHT TO OCCUPYANY STREET ALLEY OR SIDEWALK'OR ANY•PART THEREOF,EITHER TEMPORARILY OR.PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO s SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION: STREET-OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE , OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS_:THE ISSUANCE OF 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: s 11.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. I`y 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 1 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). , a r - BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS ffs - 2 d �N ® 1��oB� 2 I n p� 1 l 2 r cJ [ G 13 w! S� 3 z1/i 8 I?Jtt 6 mqe Ar cs 2)Cox- 3IuIl3 �Aoi 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2-F q Board of Health t r • _ .. ,. - J -lam', r- ? fi t�" - i Duct Leakage Test Forrtn Customer Information: Test Conditions: N'am.e: Bayside Building Date: 1/9/2013 Address: 1645 Falmouth road Bayberry square Time: City: Centerville Indoor Temperature(F):- state/zip: Ma Outdoor Temperatwe(F): Phone: (508)-771-1040 Floor Area(#?): Email: System Airflow(cfm): 1340 Cooling Size(tans): 3 .. Building Address:Of different from above) Heating Size(btu): 60,000 Sheet: 267 heasant hill circle Primary Locatiou of ` P Supply Ductwork Basement City/State: Cotuit Ma. primary Location of Return Ductwork: Basement Comments: System located in Basement on one zone All connections joints and seams sealed with 3-m mastic tape and or caulk:All duct work in conditioned:spaces insulated with r-6 foil faced insulation.All duct in unconditioned spaceslnsWated with r-8 foil faced insulation.System tested after rough stage of install, Total Leakage Test Depress Press Outside Lealcaae Test Depress press Test Pressure: (Pa) Test Pressure: (Pa) Baselivae Duct Pressure(optional): (Pa} Duct Flow Ring Fau Press Flow Duct Plow Ming Fan Press Fiow Press. a Installed a cfA¢) Press. s Installed 010. cfm. 25 3 66 Faa Model/SN: Results Outside Leakage(cfm): Fan Model/SN: Outside Leakage as% Results: System Airflow: Outside Leakage as Total Leakage(cfitn): 66 Floor Area: Total Leakage as System Airflow: Total Leakage as Floor Area: 4.9 Eric Whitefey W.VERNON eric®wvwhiteley.cam • INC, 28WIage Landing PLUMBING•HEA71h:G P.O.Box 7266 W,Chatham,.MAo2569 AIR COIJDITIOIJING SINCE 1952 F508.945.7 100 F 508.9455549 www.wvwhitetey-com `�pTHE Tpk�� Town of Barnstable _ BARN�STABLE. ' Regulatory Services Building Division i 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice ` • / i Type of Inspection ���✓ Location;? NPIri� /Ret Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: FieaN ' cr ry GR41)E /JOT s Please call: 508-862-4038 for re-inspection.. .._....- Inspected by Date 3121113 t �� ' Ova .,Commonwealth of Massachusetts N�J 3 `L �rl la+-: bS(o Sheet Metal.Permit Date: G 31 pp ermit# 1 ���3 -PRESS PERM 1 Estimated Job Cost $ 10`000 Permit Fee: $ $'J.00 _ _ JAN -3 2013 Plans Submitted: YES NO Plans Reviewed: YES NO . Business License,.# R00 rnW1 e# 7�� OF Bi Business Informp/ation: ' Property Owner/Job Location Information: Name: �. U ern o l Loh 1f6+* (� Name: Street: aq, Street: a.o I—h6. City/Town:y 0hamaim City/Town: 00+U.I-}- . Telephone:: f qy �Q0 Telephone: nIR, Photo I.D. required/Copy of Photo I.D. attached: -. YES V' NO ff 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. A./2-stories or less Residential: 1-2 family _ 1/ 'T Multi-family Condo%Townhouses Other Commercial- Office Retail V Industrial' Educational Institutional Other Square Footage: under.10,000 s .ft. . over 10 000 s . ft. Number of Stories: q � q Sheet metal work,to be completed: New Work: V Renovation: HVAC V/ Metal Watershed Roofing Kitchen Exhaust System Metal:Chimney/Vents Air Balancing "{ Provide detailed description of work to be done: :Lr_-r0-d_D U�)+h brip- -7nY-r- Qrhm_-� Ord a�� wary INSURANCE COVERAGE: I have a current liabili insurance policy or its equivalent which meets.the requirements of M.G.L.Ch.112 . Yes No❑ If you have checked Yes,indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity) ElBond ❑ 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 permit application waives this requirement. r , ;�. 141 , Check One Only Owner ❑ Agent ❑ it 1 Signature of Owner or Owner's Agent By checking this box[:],I hereby certify that all of the details and information 1 have submitted(or entered)regarding this application are true and accurate to the best of m knowledge and that all sheet metal work and installations performed under the permit issued for this application will be Y 9e a P - P PP 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 t Final Inspection - -'Date - - - - - - - - - - Comments` _ Type of License: By ,.�: El Master' Title ❑ Master-Restricted '` r City/Town ❑Journeyperson Signature off Licensee Permit# ❑Joumeyperson-Restricted License Number: Fee$ ❑ Check atwww.mass.dov/dpl Inspector Signature of Permit Approval f CrJful{ 0 � r I'VVEALTH OF MASSACHUSETTS SHEET METAL WORKERS AS A BUSNESS ` ISSUES THE A, LICENSE T0: BC ERIC T '-'WH`ITELEY �1 VERta014 WHITE LEY PLBG AND HT i.Q• 28 VItLAGE LANDING iu, PO "BOX 1266 r W CHATHAM MA D26b"9 1\ N 1.6.0 12l22/12 97:0O152 A. , {_---------- .COMMONWEALTH OF MASSACHUSETTS SHEET METAL WORKERS AS A MASTER—UNRESTRICTED ISSUES THE ABOVE LICENSE TO: ERIC T WHITELEY PO BOX- 248 WEST CHATHAM MA 02669-0248 2967 02/28/14 119423 . ., . - ��,, a _,��-I- • � <. - -;'. , ® - r =o.d,Then Detach Alono All Perforation .NU66BEB Q Q92.. r AN oo Ctass 8ES3 k>G{ Arlf(q � ' • ��. ER1CTr}�IIh�+��'�irl�jf�l � neQ� � .1 A2669i i 7 i i'1 1�:yt P b7sTp u`ti I Ff iE i� F f l i m I j Y r ti Towu of Barnstable 0 Regulatory Services v MARL Thomas F. Geiler,Director 'Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, M-A 02601 wviw.town.b arnstab l e.ma.us i Office: 508-862-4-038 i Fay,: 508-790-6230 Property Owner Must Complete and Sign This Section ff usin ABuilder as OwnEr of the subject.proPe-rtY hereby authorize , to act on�y beli]f, in a1 ma leis lattyE to irk authorized by this building pp ppl capon for. (Address of Job) Signature of Owner . Date Priat Name . If PrO-Pea Owner is applying forpermit please complete-the- P Homeowners. License Exemption Form on the reverse side. Q:FORMS:O WNEU ERMIS570N } The Commonwealth of Massachusetts . Department of Industrial Accidents Office of Inviestiqations, I 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly nn Name (Business/Organization/Individual): W e -n u 1 Address:_ Po 6ox I al; L City/State/Zip: Luf s C+4 A a 1 0, Phone#: ��g� 9 9� - )! 0 o i Are you an employer? Check the appropriate boa: Type of project(required): 1.)z I am a employer with 4. ❑ I am a general contractor and I .employees(full and/or part-time).' have hired the sub-contractors 6. ❑New construction 2.ElI am a sole proprietor or partner listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑•Demolition working for me in any capacity. employees and have workers' 9.. []Building addition . [No workers' comp.insurance comp.insurance required.]uired. 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I Ln Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12:0 Roof repairs insurance required.] c. 152,-§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 sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number_ I am an employer that is providing workers'compensation,insurance for my employees.`Below is thepolicy and job site information. ; a Insurance Company Name: W a u s-- U"t t.w f-t 1<¢s Z�� ti „`� - CO ± Policy#or Self-ins.Lic.#: W C-C.— Z i I — a o o 3 O ) :L Expiration Date: /o . o'o/3 Job Site Address: U A o'N s City/State/Zip: 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 aSTOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be'advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insuran coverage verification. I do hereby certify under p V:ae, perjury that the information provided above is true and correct Signature- Date: Phone#: 9 y - i 1 0 0 Official use only. Do not write in this area,to beXI/Ipleled or town official.City or Town: License# Issuing Authority(circle one):1.Board of Health 2.Building Department 3.Cyowner 4:Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Client#:48736 VERNWHI ACORD_ CERTIFICATE'O'F LIABILITY INSURANCE DATE(MM,°D YYYY, 10101/2012 i 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),AUTHORIZEb ! 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: Karen A.Walther, CISR' Rogers& Gray Ins. PHONE 508 FAX 877-81612156 A/C,No,Ext: 7604630 A/C,No 434 Route 134 E-MAIL ADDRESS: 9 9 y• kwalther ro ers ra com South Dennis, MA 02660 1601 '-, INSURER(S)AFFORDING COVERAGE NAIC H 508 398-7980 INSURER A:Arbella Mutual Insurance Compan 17000 INSURED INSURERB:Wausau Underwriters Ins. Compan ' W.Vernon Whiteley Plumbing &Heating Arbella Protection Co 17000 i - INSURER C: - _ . Company, Inc. &Chatham Sheetmetal, Inc' INSURER D P. O. Box 1266 • West Chatham, MA 02669-1266 INSURER E - INSURER F: - - COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER. 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. _LIMI.TS'SHOWN.MAY HAVE BEEN REDUCED BY,PAID CLAIMS. INSLTR ADDLISUBR; - POLICY EFF POLICY EXP LTR TYPE OF INSURANCE - (INSR IWVD' POLICY NUMBER, - MM/DD/YYYY MM/DD/YYYY-I LIMITS - A GENERAL LIABILITY I8500052832 10/01/2012 10/01I2013 EACH OCCURRENCE s1,000,000 X COMMERCIAL GENERAL LIABILITY'S ^ DAMAGE TO RENTED PREMISES(Ea occurrence S30O,000 CLAIMS-MADE a OCCUR MED EXP(Any one person) S 15,000 - - - PERSONAL bADVINJURY S1,000,000 ' - GENERAL AGGREGATE - s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: SX - (PRODUCTS-COMPlOPA.GG s2,000,000 POLICY I JPc O -n ^I LOC AUTOMOBILE LIABILITY _I 11020006346 - 10/01/2012 10/0112013,COMBINED SINGLELIMIT 1,000,000 (Ea accident) S ANY AUTO - V I BODILY INJURY(Per person) S , ALL OWNED SCHEDULED AUTOS r X AUTOS I - - BODILY INJURY(Per accident) S - X HIRED AUTOS X NON-OWNED _ - PROPERTY DAMAGE, IS AUTOS (Per accident) A X UMBRELLA LIAB OCCUR 4600052833- 1 O/O1/2012 10/01/2013'EACH OCCURRENCE s4 000;000 EXCESS LIAB j CLAIMS-MADE - ... AGGREGATE s4,000,000. DIED I X RETENTION SO .- I - S - B WORKERS COMPENSATION AND EMPLOYERS'LIABILITY WCCZ1126OO53Q11, 10%01/2012 10/01/201 X IT RYLI IoRH - WC STATU- ANY PROPRIETOR/PARTNEP/EXECUTIVE�Y/N , E.L.EACH ACCIDENT I S500,000 OFFICER/MEMBER EXCLUDED? N i N/A - - (Mandatory in NH) _ E.L.DISEASE-EA EMPLOYEE s5001000 If yes,describe under - - - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I 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 - ©198 -2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1Y>of 1 The ACORD name and logo are registered marks of ACORD S #S88017/M87928 TLH TempParcelEdit Page 1 of 1 P :' E..c�S �_ / Sy r' >u gg� / � tax � S `•; �'��aa3 Es ,� ��,s sir e�ssa F //`,,`y,pY/s � � �.,C3'> YM ✓^ Jyo•,� (f? _ � y r^ � t� b�'6.K` F� 4. � � e x Lodged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 056 Street Number: 267 Unit Dev Lot LOT 56 Road Name: PHEASANT HILL CIRCLE Sec. Road: ' Villlage: 07 - COtult Part of M/P: MAP 002 _.__._ PCL_, 002 _...................... ......... ._ ._. , _,. ._.... ,. _....._._. Plan Ref: IPLBK 617/69-75 (APP 7-62) Date Added: Updated: Update Delete Add�Anob httn•//i.ccnl?/TntranPt/PrnndAtn/Te,mnParce]F,dlt.asnx?TT)=Add 1/16/2008 r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION s �coCp`� Map Parce9� 6� Application # Health'.Division Date Issued 1 >6 ( L c— Conservation Division h-�"",� Application Fee f Planning Dept. Dl (� Permit Fee �Z9 Date Definitive Plan Approved by Planning Board 0 Historic - OKH � _ Preservation/ Hyannis Project Street Address Village _ Owner u fly Address:_ /sb ��'✓I Telephone I'/UKv Permit Reques f1k XIAIAal Square feet: 1st floor: existing _proposed 2nd floor:'existing proposed X, Total new 161-1 Zoning District Flood Plain Groundwater Overlay Project Valuation r7Q. Cl� Construction•Type - Lot Size Grandfathered: ❑Yes �(_No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure � Historic House: ❑Yes to On Old King's Highway: ❑Yes No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other _ Basement Finished Area (sq.ft.)_ Basement Unfinished Area (sq.ft) I's2I Number of Baths: Full: existing new e2� Half: existing new Number of Bedrooms: _ r existin j7new Total Room Count (not including baths): existing new First YFloor Room Count Heat Type and Fuel: VGas ❑ Oil ❑ Electric ❑ Other- Central Air: Yes ❑ No Fireplaces: Existing K New Existing�,v od/coa OVEfjJ Yes. XNo Detached garage: ❑existing ❑ new sizeD 'ool: ❑ existing ❑ new size __ Barn ❑ existin ❑'sinew size Attached garage: ❑ existing Y new size _Shed: ❑ existing ❑ new size ly, OtTj her: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ . Commercial ❑Yes N0 If yes, site plan review# f �,p Current Use Proposed Use l APPLICANT INFORMATION c, _.(BUILDER OR HOMEOWNER) - - - _ -- - Name °Q Ly` �Ltd1�_ Telephone Number Address � �e l I La License# CS � �C 151 t,4_ Home Improvement Contractor# 71 � _.� Worker's Compensation,# 6_06 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE i DATE { FOR OFFICIAL USE ONLY APPLICATION# a W+ MAP,/PARCEL NO. . ,y r ADDRESS VILLAGE OWNER - DATE OF INSPECTION: o f € FOUNDATION :- e //k— �� cc�iiZ�tcCA-- _._ FRAME s Q o6 1; p Q INSULATION;: : y 1 FIREPLACE 'x ELECTRICAL: ROUGH FINAL ,t PLUMBING: ROUGH FINAL r ROUGH,,, ,, FINAL ,rFINAL BUILDING Sc 3I7La/3RMck t _ GI:nD6 RT 26& Ne Rol&au a�{cp n, 't �cx Y �F ! _ DATE CLOSED OUT : ASSOCIATION PLAN NO... } Department of Industrial Accidents M Office of Investigqtions 7 600 Washington,Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: . f City/State1zip:6'9Vf 1 10A 0&3;, Phone #: 71 Q Are you an employer?Check the-appr6priatVi Type of project(required): 1.El am a employer with 4. m a general-contractor and I 6. �ew 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 1 8• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for mein 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 11.0 Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] 1 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 hue outside'contractors must submit a new affidavit indicating such $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. ; Insurance Company Name: ' .2` -5• eo • Policy#or Self-ins.Lic.#:_ l _ _ _ Expiration Date: Job Site Address: 1 CCity/State/Zip:: cp 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 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 may be forwarded to the Office of Investigations.of the DIA for insurance coverage verification. I do hereby certi under th andpenalties ofpci jury Mat the information provided above is true and correct. 5i afore: Date: 16 5—//Z_ Phone#: Official use only. Do not write in this area,to be completed by citl,or town official. City or To,,Am: Permit/License# Issuing Authority (circle one): 1.Board. of Health 2.Building Department 3.City/Toym Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Bayside Building Subcontractors 2012 Contractors Highlighted in Yellow are Most Used General Liability Workers Corn Comments. Sub Contractor , GL Start .GL End WC Start, WC End Villani Construction Inc 04/12/12 04/12/13 01/08/12 01/08/13 Christopher Costa,Inc. 08/27/12 08/27/13 02/06/12 02/06/13 Walpole Woodworkers 10/15/12 10/15/13 10/15/12 10/15/13 Botello Lumber,Co.,Inc. 12/31/12 12/31/13 12/01/12 12/01/13 Davids Building&Remodel Interior Trim Carpen. 01/01/12 01/01/13 06/14/12 06/14/13 MacDonald Concrete Finishing Cellar/garage floors 01/09/12 01/19/13 01/09/12 01/09/13 O'Fihelly, Brian 02/22/12 02/22/13 02/23/12 02/23/13 American Floors Oak floor finishing 03/04/12 03/04/13 DBA-N/A Morse's Masonry Mason Contractor 03/10/12 03/10/13 10/11/12 09/29/13 Meagher Construction(Roofer) Framer 03/13/12 03/13/13 06/23/12' 06/23/13 Pro Fence Co.,Inc. _ Fence 03/26/12 03/26/13 03/26/12: . 03/26/13 Cape Cod Insulation 04/01/12 04/01/13 06/30/12 06/30/13 Spagnuola,Anthonydba Spags 04/02/12 04/02/13 08/11/12 08/11/13 Jeffrey Lauder Bobcat 12/09/12 04/05/13 DBA-N/A Reliance Air Systems Inc 04/19/12 04/19/13 04/19/12 _04/19/13 Foam Insulation Technology 04/21/12 04/21/13 11/04/02 11/04/13 Falmouth Engineering 04/22/12 04/22/13 04/22/12 04/22/13 Co 's Brook,Inc Landscape 04/24/12 04/24/13 10/01/12 10/01/13 Hill Construction Framer 04/29/12 04/29/13 08/14/12 08/14/13 Carpet Barn Inc 05/01/12 05/01/13 01/01/12 01/01/13 L&M Glass Co,Inc Mirrors,shower doors 05/01/12 " 05/01/13 05/01/12 05/01/13 Kitchen Concepts of Taunton 05/03/12 05/03/13 06/11/12 06/11/13 Baltic Security 05/07/12 05/11/13 Exempt from State Creswell Construction Steve Creswell 05/19/12 05/19/13 04/19/12 04/19/13 Toby Leary Fine W000dworking Trim Carpentry . 05/22/12 05/22/13 01/01/12 01/01/13 Pastore Excavation Inc. Excavation 06/05/12 06/15/13 10/12/12 10/12/13 VMA Electric Pool Installer 06/18/12 06/18/13 06/18/12 06/18/13 Jackson Welding 06/19/12 06/19/13 04/28/12 04/28/13 Govoni Land Services Land clearing 06/22/12 06/22/13 06/22/12 06/22/13 A.F.M.Plumbing 06/24/12 06/24/13 06/24/12 06/24/13 Cape Cod Marble&Granite 07/01/12 07/01/13 08/16/12 08/16/13 ML Riley Construction Framer 07/08/12 07/08/13 07/08/12 07/08/13 Cavanaro Consulting Inc 07/11/12 .07/11/13 09/06/12 09/06/13 Reed,Mel Sheetrock 07/21/12 07/21/13 07/21/12 07/21/13 Triple Crown Cabinets&Millwork Framer 07/27/12 07/27/13 12/12/12 12/12/13 Arne Excavating&Paving 07/30/12 07/30/13 05/09/12 05/09/13 Fast Glass Service 08/08/12 08/08/13 04/07/12 04/07/13 Chaves,Robert Electrician 08/13/12 08/13/13 12/17/12 12/17/13 Aluminum Products of Cape Storms,screens,gutters 08/15/12 08/15/13 08/15/12 08/15/13 F:\aaNICKWA—Subcontractors Insurance Master 2012 1 Bayside Building Subcontractors 2012 Contractors Highlighted in Yellow are Most Used General,Liability Workers Comp Comments Sub Contractor GL Start GL End WC Start WC End All Cape Environmental 08/16/12 08/16/13 06/01/12 06/01/13 Berube,Craig 08/25/12 08/25/13 Campbell, William Painter 08/26/12 08/26/13 07/13/12 07/13/13 Blueboard Specialists Plastering 08/27/12 08/27/13 03/03/12 03/03/13 A Concrete Answer,Inc. 08/28/12 08/28/13 08/27/12 08/27/13 C&C Commercial Interiors 09/05/12 09/05/13 09/05/12 09/15/13 Scannell Well Drilling 09/12/12 09/12/13 09/20/12 09/20/13 Baxter Nye Engineering&Surveying 08/17/12 09/29/13 08/20/12 08/20/13 Cape Concrete Forms 09/29/12 09/29/13 08/08/12 09/15/13 MAP Insulation Insulation 10/O1/12 10/01/13 10/01/12 10/01/13 Northern Sealcoating Driveway Construction 10/01/12 10/01/13 04/01/12 07/14/13 W.Vernon Whiteley Plumbing Heating Plumbing&heating 10/01/12 10/01/13 10/01/12 10/01/13 All Cape Garage Door Garage doors 10/07/12 10/07/13 06/01/12 06/O1/13 DP Fucillo Inc 10/20/12 10/20/13 10/23/12 10/23/13 SMJ Carpentry-Steve Johnson Framer 10/26/12 10/26/13 10/26/12 .10/26/13 Joyce Landscaping Landscape Contractor 11/15/12 11/15/13 11/15/12 11/15/13 Paramount Rug 11/21/12 11/21/13 06/01/12 06/01/13 Architectural Masonry Services Bob Oliver 11/22/12 11/22/13 . 12/30/12 12/30/13 Central Vacuum House Central Vacuum Systems 12/01/12 12/01/13 01/01/12 01/01/13 KRC Marble&Granite Tile Installation 12/21/12 12/21/13 02/09/12 02/09/13 BSC Companies 01/01/12 01/01/13 01/01/12 01/01/13 Arede,Antonio(Cornerstone Masonry) 01/19/12 01/19/13 New England Home Technologies 01/22/12 01/22/13 01/22/12 01/22/13 Cape Cod Retractable Shutters 01/24/12 01/24/13 Outback Engineering,Inc. 01/29/12 01/29/13 01/29/12 01/29/13 Wood Floor Specialists 02/03/12 02/03/13 02/03/12 02/03/13 Cape Cod Copper 02/07/12 02/07/13 04/04/12 04/04/13 Bortolotti Construction Fill,loam provider 03/07/12 03/07/13 03/07/12 03/07/13 Meagher Bros.Construction Decks/Michael) Framer 03/24/12 03/24/13 11/09/12 11/09/13 Pete's Masonry Mason Contractor 04/22/12 04/22/13 04/22/12 04/22/13 DWB Custom Interior Trim 05/11/12 05/11/13 04/03/12 04/03/13 Kitchen Appliance Mart Appliances 08/12/12 08/12/13 Out On A Limb Landscaping 08/14/12 08/14/13 02/28/12 02/28/13 Cape Cod Cabinets 01/01/12 01/01/13 Cornerstone dba Tony Arede 02/O1/12 02/01/13 Creswell,Paul 06/03/12 08/29/13 LeClerc Welding Wilcox, Bruce(Framer) 05/25/12 10/28/13 F:\aaNICK\AA—Subcontractors Insurance Master 2012 2 - = tiOtIKE71 TOwn of Barnstable, Regulatory Services �rB MAsss '$ Thomas F. Geller,Director h l�D►,�� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 wvt'w.town.b arnstab le.ma.us Office: 508-862-403 8 Fax: 50E-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder T,IPA � Ia � Ott t , , ds Owner of the subject property hereby authorize t&C � to act on my behalf, in all matters relative to.work authorized by this Building permit application for; , (Address of Job) Sig of Owner Date Print Name Q:FORM S:OWNERPERviIS S ION : Gwd of Stftlm Resulegons and SUmdtr43 C miorurti<jn Suvvrt kor lkmt CS-005645 AL BRMN T IDAGEY PDXOX 95 rLb CENTERV19LE I" .. 32. - w 3 U} t Qsri ctecli r Builcl o any cure jrou �;tillcl% contain less than 35;000jg4k=feet(9�9�1�in;mid encl'osedi�pa��;: Failureap possess a urrem" ed',iti,on,ofItieAlUla a h,usetfs statQ B'uildmg•.bode iscaure fiQrrevocatio,nrof this�,l.rcense: rorDO&U'tdffgmig";informationvisit: wwwnNl4stGou%DO- # ,ak REScheck Software Version 4.4.1 Compliance Certificate Project Title: THE HERRING RUN MODEL Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: LOT 56 BAYSIDE BUILDING, INC. COTUIT MEADOWS BARNSTABLE,MA Compliance:Passes using UA trade-off Compliance:3.5%.Better Than Code Maximum UA:229 Your UA:221 The%Better or Worse Than Code index reflects how dose 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. - - - Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor TOTAL CEILINGS:Flat Ceiling or Scissor Truss 1338 38.0 0.0 40 TOTAL WALLS:Wood Frame,24"D.C. 1424, 21.0 0.0 68 TOTAL WINDOWS:Metal Frame with Thermal Break:Double Pane 130 0.340 44 with Low-E Door 1:Solid 42 0.260 11 Door 2:Glass 42 0.340 .14 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1338 30.0 0.0 44 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 j I Project Title:THE HERRING RUN MODEL Report date: 10/25/12 Data filename:,C:\Users\Fine Line Design 1\Documents\REScheck\THE HERRING RUN.rck Page 1 of 4 REScheck Software Version 4.4.1 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.a,R-21.0 cavity insulation Comments: Windows: ❑ TOTAL WINDOWS:Metal Frame with Thermal Break: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:0.260 Comments: ❑ Door 2:Glass,U-factor:0.340 Comments: Floors: ❑ Floor 1:All-Wood_Joist/Truss:OverUnconditioned 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. (j 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 airtightness 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. Project Title:THE HERRING RUN MODEL Report date: 10/25/12 Data filename:C:\Users\Fine Line Design 1_\Documents\REScheck\THE HERRING RUN.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: ❑ 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 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 107.0 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 160.6 cfm(12 cfm per 100 fl2 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 80.3 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 53.5 cfm(4 cfm.per VON of conditioned floor area). Heating and Cooling Equipment Sizing: Lj 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: Heated swimming.pools have an on/off heater switch. 0 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-recovery systems. Project Title:THE HERRING RUN MODEL Report date: 10/25/12 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE HERRING RUN.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: ❑ 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 V). 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 HERRING RUN MODEL Report date: 10/25/12 Data filename:CAUsers\Fine Line Design 1\Documents\REScheck\THE HERRING RUN.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 U-Factor SHGC Window 0.34 0.34 Door 0.26 0.34 CoolingHeating & Heating System: - Cooling System: Water Heater: Name- Date: Comments: AWC Guide to Wood Construction in High WindlAreas: 110 mph: Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1j)1 DEFRANSISCO RESIDENCE LOT#56 COTUIT MEADOWS Check Compliance 1.1 SCOPE Wind Speed(3-sec. gust)... ........: :.... .:. ...........................:. :.:.................110 mph Wind Exposure Category.... ......... ..........:........... ......... .::...... ...................... .........B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)....... 2 stories s 2 stories [� RoofPitch . ..................................... .................................(Fig 2)................ ..................8s 12:12 Mean Roof Height........ .....:.: ...... .........(Fig 2).... :::.......................................212 ft 5 33' Building Width,W............... ...................... ........(Fig3)................. ......... ;................ 38 ft s 80, Building Length, L. ........ ......... ........ ... ..........(Fig 3).... ....I...............................:.......48 ft <80' Building Aspect Ratio(L/W)......................... (Fig 4)..: 1.5 s 3:1 Nominal Height of Tallest Openingz....... ..................... .....::::(Fig 4)................. ......... .................6,$»5 6,811. _ . 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..... 2.2 ANCHORAGE TO FOUNDATION',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. NIA Bolt Spacing from end/joint of plate .....:............::.........(Fig 5)_v.......,.................................A2 ,in. s 6"—12" N/A Bolt Embedment—concrete.................. ........:...........(Fig 5)... .........................................7 in. z 7" N/A Bolt Embedment=masonr y.:.., (Fig 5)..::......................................... in. z.15".: N/A ........_(Fig:5)................. ....:............ ' ::: Plate Washer............... ........ :.................. .........z 3"x 3"x/<" N/A 3.1 FLOORS Floor framing member spans checked .....::: .........::.........(per 780 CMR Chapter 55).......:.. ................. Maximum Floor Opening Dimension...............:::..::::.............(Fig 6).::.:..::;:...:.:......................::..::::..: ft s 12' - NIA 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 s d N/A ....................................... Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8)................. ................... ft .<_.d N/A Floor Bracing at Endwalls... ......... ...................... .........(Fig 9)................. ................................ [� Floor Sheathing Type ........ ...................... . ........(per 780 CM:R Chapter 55)........:: ..... .......... Floor Sheathing Thickness..................................................(per.780 CMR Chapter,55) ........................314 in. Floor Sheathing Fastening.. ................................. .....::(Table 2)............8 d nails at 6 in edge/:12 in field 4.1 WALLS Wall Height Loadbearing walls................................. ...::..:(Fig 10 and Table 5).....................:...8.'-0"ft 5-10' Non-Loadbearing walls.......................... ,:...............(Fig 10 and Table 5)...........................8'.0',ft s 20' Wall Stud Spacing .......................:.................................(Fig 10 and Table 5)...... ......16 in. <_24'O.C. Wall Story Offsets ............. .........(Figs 7&8)..................:.: _ft s d N/A AWC Guide to Wood Construction in High Wind Areas: 110 nVh Wind Zone Massachusetts Checklist for Compliance(780 CAM 5361.2.1.1)' 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls..........................................................(Table 5).............::............................2x6-8 ft 0 in. Non-Loadbearing walls..............::....:.........................::.(Table 5).........................................2x6-8 ft O 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 [� 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 Double Top Plate Splice Length .........................................................(Fig 13 and Table 6)........................................8 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. 5 11' [� Sill Plate Spans ........ ........ .........: ......... .........(Table 9)... .......... ...........................Oft 0 in. s 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)...,:::..,...................................................... N/A Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................<_6'8" NIA Sheathing Type................:..........................::.(note 4)............. .............................................WSP El Edge Nail Spacing............:.............................(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) r ...4 ��L Percent Full-Height Sheathing............ ........:(Table 10) ......... ........ ;. .................. .. o 5%Additional Sheathing for(LIVING ROOM)Wall with Opening> " .... ... NIA Maximum Building Dimension, L Nominal Height of Tallest Opening2............................ ....... ...... ..... .......61-8"5 6'8" 0 SheathingType...............................................(note 4)...............................:.:.........................WSP Edge Nail Spacing................................:.........(Table 11 or note 4 if less).........: ...... .....3 in. 0 Field Nail Spacing.......................::.................(Table 11)....................................................12 in. Shear Connection(no. of 16d common nails)(Table 11)................. ... .. ..... �.. ...4/ Percent Full-Height Sheathing ......... (Table 11) (� `� f 10 5%Additional Sheathing for Wall with Opening>6'81,.......................::.....:.:....:............. Wall Cladding Ratedfor Wind Speed?....:......:................................. .. ........................................................................:....... AWC Guide to Wood Construction in High Wind Areas: H0 mph Wind Zone Massachusetts Checklist for Compliance (780 C..MR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)...............2/3 ft s smaller of 2'or U3 EZ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 12)...............................................U=236 plf Lateral,......... i ...................... .....:..(Table 12) ......... ........, ..I................L=176 plf Shear...............................................(Table 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.................................I...............(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...................................... .....................................................5/8 in. >_7/16"WSP Roof Sheathing Fastening.................... .................(Table 2) .... ...................::.......................8d DEFRANSISCO RESIDENCE LOT#56 COTUIT MEADOWS MEETS THIS CHECKLIST IN IT'S ENTIRETY THEREFORE 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 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 (78o cMR 5301.2.1.1)1 —WEN EN THIS EDGE REM ON FRAMING USE Sr!MAI$ AT 6"o t- 11 11 Y 1-I ,I 11 II 1 11 II 11 - - 11 I r 11 11 11 ' 11 11 -11 11 11 11 `( 1 t 'C 11 II N , 11 Y 11 Ii, 1 or IL � 11 it Q 1 1 11 a u I Ct u k l N u t FI to, 11 - -•-fa — - rJ�. tires pDUEIE=GE ` NAIL'SPACING �i PANEt_ _„ Y See Detail on Next Page' Vertical and Horizontal Mailing for Panei Attachment AWC Guide to Wood Construction in High Wind. yeas: HO mph Wind Zone Massachusetts Checklist for Compliance (780 C R 5301.2.1a)L _ �xa I 1 , , I Cl Z W m. 1 I j 1 � a Ba FRAh9ING-MEMBERS i EDGE IdTERMEDWT£ `•i 1 1 1 -- 1 e l� i , 1 z Sf8• 1 t_ 1 --_ _1—.- STAGGERED MML PATTERN PANEL PANWOL EDGE DOUHLF NAIL EDGE SPAONG DETAL Deta i I Vertical and k0fizontal Nailing: for Panel Attachment , N • Pl SMOKE DETECTORS REVIEWED m • V N C ' jk1Z..�jl( io 3o ll"" "BUILDING DEPT. TE ICI Q� n ■ q� FIRE DEPARTMENT DATE , n BOTH SIGNATURES ARE REQUIRED FOR PERMITTING JAI cb Lr IdL Z W 4. ® Lr V 00 ®®®® ld C ®0cr ®�® FRONT ELEVATION W SCALES I/4' a I'-0' - ld rA II r 0 ===t=====________� m - w 0 IL UN O0 W W 0./ Qs Qq O 3 Z �Z V Q t� W r Eftu°# w SHEET REAR ELEVATION 1 i SCALE, 1/4' . V-O° OBi 1215 DRAWN BTU KW DATE, 10/25/12 N • pl SMOKE DETECTORS REVIEWED U N BARNSTABL BUILDING DEP- TE 11•�1 '�"' � w � q� FIRE DEPARTMENT DATE .J.� h BOTH SIGNATURES ARE REQUIRED FOR PERMITTING zW0 Lq ® o ® ® ®� ®®®® m d ° 0® cr FRONT ELEVATION La L SCALE: VA' . V-O' Z - 111 o w UN W O N° W W v� Qq uOF N cU3 O �zO F U Q �hi# Lu All SHEET REAR ELEVATION 1 SCALE: VA" . P-O" .b0: 1215 DRAWN 8Y. KW DATE. 10/25/12 N � pl . U m ZO iA a � ^ w w J P J h W . Cai F M ~ V O RIGHT ELEVATION ---J W La SCALE. I/4" -J'-0" - Z MM m O W 0 4 N 30 0 ZW O�.F LU LLI=# W ---IBM ----- -- - I I I I I I I LI I I I II II I I I T TI r 1UL__-_-___� SWEET LEFT ELEVATION A2 SCALE: 1/4" I'-O" " .JOB: 1215 DRAWN BY. KW - DATE: 10/25/12 - N • Pl Um N Z � Ip Q IA 4 J .� ! W 0 I� V L moo cr :. oo RIGHT ELEVATION L---J n W o SCALE: 1/4° • I'-0° - mm mC MEE X Z as Zt z �Z� O � wv > zu to I I O --IBM -------- I I I I I TII I I I r I � uL SHEET LEFT ELEVATION A2 SCALE: 1/4° 1'-0° - JOB: 1215 DRAWN BY. KW DATE: 10/25/12 N � N °' ♦ Ip 2'-2• W-10' '-0 a O 12'-0' - c 12'-0' �/ N s PECK= lEn e - Z 0 a R � � 4 .r W W 24f10.m I 30 vw 7/3' Z ' o TW 24410_2 12'-0•VAULTED CEILING 12'-0'VAULTED CEILING m - co 1/n'xco 7/e' ��S�UN�2O����-I I MASTER SUITS o OW( I CARPET, _ v a Fr LEDGEIn w em I ABOV TW 24110 U R I kp §I so w56o 7/B' .: CW 35 L , REF. �" � I ' CO - W 4 0 23 7/3•x41 3/3° I � ® TW 2432 24 2-4MASTER3o w'K4o 7/E' - ^' n KITpA1NC EN ABOVE TILE 2Q 22 m I.4 uIF O O I I 24 OAK 2n WID m C .w O I__ I I DN. EHLV _ ` ti W p TW 24410 I 2° Q z $ 0 3D w'xco 7/3' I - �ri�M m 0 W pl L I 13'-0'CATHEDRAL CEILING I o I GREAT ROOM N Dac O o I � 4'-2' 24410 TW 2441° I U) DO W"o T/D' Il'-10" T-3' GARAG 30 W W 7/3' 3 ZI I 16 24 i �Q 4-6 TW 244W I I! O °•CY o �/ ® _ I I 2d 11'9 'CA RAL CEILI/I [�{�p�� , 744 O.N.DOOR w TRAN9R1 �K o J O 1 " TILE 3p O a Z iu I � 21Q o 's - r S e 12 SHEET FIRST FLOOR PLAN R ' 2'-9� 2'-B 7'_D• 7'-D AB 7i-°° ^�/ 2'-0' SCALES I/4° I'-0° 12'-0' 1DB 1215 '- - DRAWN BTU KW W DATE, 10/25/12 . N • 3B"n' V N .ww 12'-0° 14'-O' 1 _w ^ W 1Q I I PKTI PKT - ..__ I,. 1 - 1a',no•CONTINuous FOOT1No 2 I � ■� �' � - FORM _ I�RA / 3-2.10 CIRCER I I * Z 3 I/2'DIA.STEEL COLUMN I J .. .0 i I C / 90Y'.0'r<12'CONCRETE PAD I - i _ I W Yn1. _ FULL BASEMENT s.I M (z Q 3 1/Y CLNCRETE SLAB I W -;•I DURA FORM b I / I - 1 dl j I o.w I is I r 1c�0.C.� � •Kbc. •Kb.c. I .. � � to 1 PIBc7 I 'I - VI hl b DROP TOP oP wALL I •I 1 , y I I I b I� 4 ' I I I ---1�:I KSnd coNnNuous FaorlNc 0 I I = I I b 3 PITG4 TOWARD n T. ABOVE I I FIMIWSW LI R QAD I I Q To SLABS i •Kbc. I -I NOTE, I I - W 6/B'ANCHOR BOLT3 =I R� 4 I i pl f yl I WALK-OUT I EMBEDDED 7° I P 2A I SPACED 32'O.C. I ',I l7 t o I I / •q I 12' FROM CORNERS Z W L'_L_r_i__• I I _�� pROP To 3LAe� I I ri I ASHERS 3'x3°xl/4' CL tu I I I ........ —— ,•. I n Aw Tel I an I!:- - __—_—_—_-- -- 3ras T/B' i I -l° PrKr.,, J — Q - LL1 u# -- v $ I r,— ———— : I Top of !u SHEET „ 12'-0' f 12'-0' 14--0' FOUNDATION PLAN JOB, 1215 SCALE- 1/4' - 1'-O' DRAWN BT, KW DATE. l0/25/12 1 . ' N � Pl N V , w J O ld • - RIGID WIND WASI/BARRIER REOUIRm t z AT EXTERIOR EDGE OF EXTERIORT"?PLATE ' f FASTENERS ASTSS LAPS TE (2)II T/E'LVL RIDGE - JUNCT101Ei TTP. - W ,� o P• TAP RCOF OLCC40NG 4'-VO.C. ••IG'O. ', r IN FIRST TWO JOIST AND RAFTER R30 F.G.019UL �M 2x10'e•Ii'O.G. BATS FROM GABLE WALL 2x10a F. R3D F.G.INS,, M AsmJALLNGL�E9ATNINr Oc. �iq 2zI0s•li'O.0 1f�M, n . •y h0 STRAPPING • y, /� I/2•GYP.BOARD YN� I,m FASCIA/1.4 SECOND ME1'®ER _ (.■ W . CONf1N000S VENTING SOFFIT _( 6A FRIEZE M. W/BED FIOULDING Tw EXTERIOR w-•� - GREAT ROOM 0 T ■w�w■. m �'Oj'Y 2X6 EXT.STUDS•M.o.ci - GARAGE C - F� d . i'R21 F.G.INSUV W PLYWOOD SHEATWINGV TYVEK WRAP/W.C.SHINGLES 2/4'T1G M3UBFtroR • NAILED 1 2wED TO J01 R30 INSU 2xI0e 1 IL'O.C. _ (3)10 GIRT _ W 3 V2'LALLY COLUM : Z{(� r P Fn._--sTvw we11 r. W 3 P.T.SILL ANOIORED H2'O.C. BASEMENT - Q O E'XT-V CONCRETE DAMP PROOF BELOW GRADE W'.='CONTINUOUS FOOTING LQ W B V1'CONCRETE SLAB LQ I,MIL BARRIER Z NOTE, O O 5/5'ANCHOR BOLTS — EMBEDDED T" T p SPACED 32'O.C. 12' FROM CORNERS 'a4 Z O W WASWERS 3'X3"XV4' 24'-D° 14'-D' e Q ULL In W to Q CROSS SECTION LUo SCALE, 114' I'-O' �. SHEET A5 JOB, 1215 DRAWN BY, KW DATE, 10/25/12 - • - N EKTEND NOR TO CORNE 2zb DBL TOP PLATE - - N Y y 1 _ - • RAFTER®10 O.C._ O FULL HGT.STUDS TOI L TOP BTM OF NDR -a \'� APPLT SIMPSON HSTAIB CONNECTOR H2.15®EA.RAFTER W/1 ROWS OF Ibd NAILS ON THE INSIDE FACE OF HEADER YI 0 9"O.C. TO EACH JACK STUD J ^ • STRUCTURAL PANEL 1 HEADER - TOP PLATE J NAILED ed COMMON 1_ CONTINUOUS HEADER - 1 C 3-O.C.EDGE AND FIELD 4CORNER TO CORNER 5 " OVER MULTIPLE OPENINGS O M�� ■YQ��"i 0 Al DOOR TRIMMER STUDS ORAFTER TO PLATE CONNECTION Z SCALE,N.T.S. W 2-3/B^ANCHOR BOLTS w/3'z3'PLATE WASHERS III EACH NARROW WALLISECTION ii l .DOUBLE ROW O - STAGGER NAILIN �MJ INTO BOTH PLATES 2zb DEL TOP PLATE 1 • p ?ANMI L3 I� W _ VERTICAL4 y. aTRUCTURAL PANEL ,'f.. • NAILED Sd COMMON. ,g +�j 7 NAR OW.WALL BRACIN AT ARA E DOO AND aGINE°eED � { ld I sca.e,N.T.S. EAR WALL'COMPLIANCE, �- "Re W. B=OF EACH WALL RUN f WE VERTICAL SHEATHING WITH y, Iv l Sid Bd NAILS 3°EDGE/12°FIELD - _ m M (d)Ibd NAILS PER FT BOTTOM PLATE } L- 15%OF EACH WALL RUN VERTICAL SHEATHING WITH VERTICAL DOUBLE Row Sd NAILS 3'EDGE/12'FIELD STRUCTURAL PANELS STAGGER NAILING- 4 Ibd NAILS PER FT BOTTOM PLATE BREAK ON SECOND FLOOR k': ,' EL, INTO BOTH PLATES ( ) RIM JOIST 1 11.1 2ze DBL TOP PLATE in aP+� F:; '�,** S_•i yG ECOND FLOOR ft ul W k" RIM JOIST VERTICAL yy Wt VERTICAL STRUCTURAL PANEL Yp L'LLFYi 1 1 STRUCTURAL PANEL F Q NAILED.COMMON NAILED Bd COMMON pp O�.,. O 3'O.C.EDGE y^ V. •9'O.C.EDGE G$� a�Ipp F u_ Q AND 12-IN PIELD � N AND 12•IN FIELD aE 1 N " F 11 a'i rn ' x• Z r it � �CIL 10 # V y� a ,q,,�ryM�� .p ew°rx art W� DOUBLL ROWIk 7 ,: 4"I DOUBLER NAILIN 1."~s{�hA ^�vI, N STAGGER NAI4N ! ry 1 4 INTO BO%AND SILL rs���1" �' INTO BO%AND SILL ,{L U4 13 H 41 SHEET FULL HEIGHT SHEATHING -SINGLE FLOOR i1 FULL HEI H SHE HIN -MUL I LOO GG4LL SCALES N.T.E. .1DE1, 1215 DRAWN FT. KW DATE. ID/25/12 Foundation Cert *fit-dt' ion' in Barn-stable MA Prepared For : Lot 56 N '267 Phe�asantl Hill Circle Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering & Surveying Flood Zone C ® FIRM Community Panel Number No. 025551;.0021-D e ,- Registered Professional OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Engineers and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Hyannis, MA 02601 Page 158 Phone (508) 771-7502 Fax - (508)-771-7622 Minor Modification .No. 1 ® Deed Book 22240 Page 282 Job Number. 2005-214 Scale 1" = 20' 11-06-2012 � (� co m CL 40• LOT 57 �12O'S�.. V 10456' E LOT 56 8,80.3f S.F. z 0.20f ACRES G1� 26.11 Q�i EXIS OPEN / (C0C nNG FOVN 3 SPACE '�nON #26? 04J04 poiV VL ZD omo �r 59134„ o / LOT 55 0 o D O Cl- - - - - Ln N O I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN COMPLIANCE WITH FRONT, z � vU IN TOWN OF BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS o LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) r, CJ AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. U . 29874 w v THIS PLAN IS N 0 BE REC RDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. ►StE��° o REGISTERED ROFESSION L LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE o N � . O O N i O k TOWN OF BARNSTABLE 7012 NOV 30 Ply 12: 28 DIVISION I I f GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 — PARCEL 02 2. SETBACKS: FRONT = 20' SIDEAE4R = 10' / 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION / CONSTRUCTION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D H�y THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, / INV s AREA OF MINIMAL FLOODING. / - r 5. ENVIRONMENTAL NOTES. SITE IS NOT WITHIN AN AC.E.C. (AREA OF CRITICAL ENVIRONMENTAL 00 CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE Q ; .,' WILDLIFE PER NHESP MAP OC MER 1, 2006 'ESTIMATED z / �' HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CUR 10). SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP , MAP OCTOBER 1 2008 "CERTIFIED VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2008 "PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES ��r r UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACTEULATIN , SITE RS GWITH N0 ASSTATE APR1PROVED ZONE II GROUND WATER y, / �r` RECHARGE PROTECTION AREA �i CONSTRUCTION NOTES: 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE �'' r' VEGETATED 12" SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 1 SHALL HEREBY APPLY TO THIS SITE PLAN GARDEN (250 DEEP RAIN 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM ,' OTE: PROVIDE FOR/POSITIVE ;V/ i C.F. STORAGE) , ; THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, OVERLAND DRAINa(J RELEASE/ i q 3� TOP-54.0/ ' AT ELEVATION OF 54.0 WITH/ ` BOTTOM-53.0 PROVIDE/(1) 6' DIA. x 6' DEEP/LEACHING DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. 10" CPP PIPE/tO PREVENT i i BASIN,*/ 1' STONE SURROUNDING (OR 3. SEWER BUILDING CONNECTIONS. FLOODING Or BASEMEN( �',� / i' S ALTERNATE EQUIVALENT ME) / - MIN. COVER SHALL BE 3 FT. co s CONNECT ALL ROOF DOWN OUTS TO / W - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER S te\ // �� • EA RING BASIN. INSTALL/YARD INLET / UTILITIES AS REQUIRED BY BARNSTABLE DPW. -k GRATE / m MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.13 41 , l o._ LOT 56 °4 ss' w e LOT 57 _ S INV.-49.08' / Uj '2 / 8,803� S.F. 0.20f ACRES / ' l "� o , �- , Cotuit Meadows Subdivision " �?' a 36 Cotuit-Barnstable, Massachusetts / c OS INV.•p50.05 / / py ; Tbw�"r"'1° w / PREPARED FOR ATER ,� COTUIT EQUITABLE HOUSING, LLC ST VI 2 O• i' 57.5: / 2 V i R O. Box 95 3p0� / �• .� Centerville, MA 02632 S` RA ' ` +58�5 Site Plan 4Z� 5&75 ,�040 Lot 56 m 267 Pheasant Hill Circle / 3 ; S 03 � .,.<" BAXTER NYE ENGINEERING & SURVEYING LOT 56 / Registered Professional i Engineers and Land Surveyorsco ���N of Mass MA 02601 78 North Street,3rd Floor,Hyannis, �o MATTHEW yc�, Phone- (508)771-7502 Fax-(508)771-7622 o EDW. DY �� J C.) '� 0 �a- chj 20 0 20 40 c,S w r` / 3 / S/ONA JO SMH �/15 SCALE IN FEET ' SCALE: 1" = 20' DATE: 10-24-2012 ' 1 INV IN �47.33 � REV. DATE: REMARKS O w/ Lot 56 WAWW MAW 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214