Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0046 SPRING BROOK LANE
��r9/ Via- oaa -09/ � - _ \ 1HE Town of Barnstable Building Department - 200 Main Street ELAMST"LE, * Hyannis, MA 02601 9 MASS 1639. . (508) 862-4038 RFD MPS A r ifiOccupancy Ce t cats of _ Application Number: 201500119 CO Number: 20150203 Parcel ID: ?, 002002091 CO Issue Date: 10/06/15 Location: 46 SPRING BROOK LANE 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: B 'di apartment Signature Date Signed B ti O aing �' 201500119 EL4MUABIIZ, Issue Date: 01/23/15 Permit y MASS �prFO 339. A�� Applicant: BAYSIDE BUILDING,INC PermifNumber: B 20150151 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 07/23/15 Location 46-�SP.RING BROOK LANE,.: Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 0020020"l Permit Fee$ 1,198.50 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 235,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 2 BED,2 BATH RANCH/CAPE STYLE HOME WITI I THIS CARD MUST BE KEPT POSTED UNTIL FINAL �►-- AN ATTACHED 2 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: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY.STREET"ALLEY OR SIDEWALK OR ANY PART THEREOF EITHER ORARILY. R E • T .•ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BEAPPROVED BY THE JURISDICTION STREET OR ALLEY GRADES A WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE -; OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE$UBDIVISION x - RESTRICTIONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 4 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. t WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS `.ELECTRICAL INSPECTION APPROVALS 1 1 / / 1 �Qu(ram D/C �-d3-/�'I;��/� a4-frvxL��IS I . Pkik (- 2 ` 9.. a�- 2 3 13�& C b/l 1 Heating Inspection Approvals Engineering Dept Fi e t / 2 Board Health r .,;., �, .> ,� �� Air Leakage Property Organization HERS Bayside Builders Home Energy Raters LLC. Confirmed 46 Spring Brook Lane 888-503-2233 09/30/2015 Cotuit, MA 02635 Andrew Popielarski Rating No:14511 RaterID:5363711 Weather:Barnstable, MA Builder Spring Brook 46 - Lot 91 Bayside Builders 14511 -Spring Brook 46.b1g Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.17 0.12 ACH @ 50 Pascals 2.76 2.76 CFM @ 25 Pascals 586 586 CFM @ 50 Pascals 920 920 Eff. Leakage Area (sq.in) 50.5 50.5 Specific Leakage Area 0.00019 0.00019 ELA/100 sf shell(sq.in) 0.78 0.78 Duct Leakage Leakage to Outside Units Main CFM @ 25 Pascals 66 CFM25 /CFMfan 0.0534 CFM25 /CFA 0.0355 CFM per Std 152 N/A CFM per Std 152 / CFA N/A CFM @ 50 Pascals 104 Eff. Leakage Area (sq.in) 5.69 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0355 Ventilation Mechanical Exhaust Only Sensible Recovery Eff. (%) 0.0 Total Recovery Eff. (%) 0.0 Rate (cfm) 66 Hours/Day 15.0 Fan Watts 15.0 Cooling Ventilation Natural Ventilation ASHRAE 62.2 - 2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2 2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings, a minimum of 41 cfm of mechanical ventilation must be provided continuously, 24 hours per day. Alternatively, an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly. For example, a 82 cfm mechanical ventilation system would need to operate 12 hours per day, as long as the system operates to provide required average ventilation once each hour. REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. Home Energy Rating Certificate Registry r 14511 B2 Rating Number 14511 Certified Energy Rater Andrew Popielarski 46 Spring Brook Lane Rating Date 09/30/2015 Cotuit,MA 02635 Rating Ordered For Bayside Builders Estimated Annual Energy Cost Use MMBtu Cost Percent 5 Stars Plus Heating 51.1 $193 15% Confirmed HERS Index- 58 Cooling 2.5 $150 12% Efficient Home Comparison:42%Better Hot Water 9.0 $12 1% Lights/Appliances 17.8 $891 69% General Information Photovoltaics -0.0 $-0 -0% Conditioned Area 1859 sq.ft. House Type Single-family detached Service Charges $37 3% Conditioned Volume 19969 cubic ft. Foundation Unconditioned basement Total 80.4 $1283 100% Bedrooms 2 Criteria Mechanical Systems Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution,Natural gas,95.0 AFUE. 2009 International Energy Conservation Code Water Heating: Instant water heater,Natural gas,0.97 EF,0.0 Gal. 2012 Internationat Energy Conservation Code Cooling: Air conditioner,Electric,13.6 SEER. Duct Leakage to Outside 66.00 CFM25. Ventilation System Exhaust Only:66 cfm,15.0 watts. Programmable Thermostat Heat=Yes;Cool=Yes Building Shell Features Ceiling Flat R-30.0 Slab None Seated Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-31.0 Window Type U-Value:0.300,SHGC:0.310 Certified HERS Rating Company Above Grade Watts R-21.0 Infiltration Rate Htg:920 Clg:920 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Lights and Appliance Features Sagamore Beach,Ma. 888-503-2233 Percent Interior Lighting 90.00 Range/Oven Fuel Natural gas 888-5503-223codehelp.com p Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator(kWh/yr) 538.00 Clothes,Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan(cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 5363711 This information does not constitute any warranty of energy cost or savings.©1985-2014 Architectural Energy Corporation,Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. 11 HOME PERFORMANCE "EQdeMoreEnergy ENERGY 150 WITH MASS NEW Existing 130 RAT I N G Homes 120 HOMES REBATE Standard 11 New Home 00 CERTIFICATE 90 1 so 70 fi0 This Home 50 58 40 = 30, Home Energy.Ratersuc 20 Zero Energy 10. Home () J Less Energy Estimated Annual Energy Cost Estimated Annual Energy Consumption 1500. - - 1.,283 80 0 _ � -- - 80.0"' 1250 > 60 - - 1000. ---- --- 891 .0 ` 5a. T - 9 150 ,...__ 20.031) _ ___— ZOp , ., ��, _. ;�1. n _l e _. - 0.0 1- , on c an CL oa) on on on a y u �° c c c a o Cd = u = y 'o v = u = o on o > Lon O J d a) J d to Address 46 Spring Brook Lane Annual Estimates* Certified HERS Rating Company Cotuit, MA 02635 Electric(kWh): 5785 Energy Raters of Mass House Type Single-family detached Natural gas(Therms): 607 180 State Road Suite 2 upper Cond. Area 1859 sq. ft. CO2 emissions(Tons): 7 Certified Rater Andrew Popielarski Rating No. 14511 Annual Savings**:.$1128 Rater ID 5363711 Issue Date October 01, 2015 Registry ID 128773382 Certification Verified * Based on standard operating conditions Rating Date 09/30/2015 ** Based on a HERS 130 Index Home Signature REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. of l}lasscal,� uses!5. Date: PERMIT permit r,?®1,50 V;P, Estimated Job Cost: S c2a OOn JUL 08 2015 Permit Fey: S 5.oc) T WN OF SARNSTMLF Plans Sublalli.ted: YES NO Plans Rtvi,wcd: YES NN0 V/ Business License _ i CO 0AP1 licani Licer.,e- Buslness Infonration: Prope1�, Owner/ Job Location Information: am VEM Cry �� L : Marne. Stre�t: �l�1i 1 c � �i�G. suez_: y ri C I n CIi;,','TOti'v`n: V'J . Ct !(,l;j f�LVL-j Cl?yi70':vP_: `lel').ho : U�.- I l Cr`) ielepr,�l��: :n IR Pi,oto i.E).required/ Copy of Photo I.D. a—Lt clled: YES vl ' -0 AA _...J-1 ;M-1-u-n—. icted �-� �• 1- re��ICtcQ to o_'Rlss �inQ C - r�i�� i . O.i 0,0n_ ; _ 2 y . oi' `1v_v_� t. L �J SCl. 1,.f - Resluential: yi�lii 11 Co1no� !ot'_?�o cch,C 4IIT�Z CI�1: �L1C� ���il T r S r al:. Educa l o.ia L�.�i�Itlo�ial Q"u=cr Sam are 00 taV-,: uncle 10;000 sq.i�. ►/ p'veF 10,000 sq. f t. LlTitlei O r S oriej; ' ,Sheet petal work t0 by CO-pleted: Nvv T o=i=: Rtno'ia?i or, � � F -T, ABC v1 I'vI t a l 7r Ater;ied RoofLnIz Ili Gi 'vIt r.�ha_st-Sti s. i 3 1Yf�a~I l.l. ��. YjGi.� i111�.a ��"..11CL��r' - - cn Pio id-= d-=tailed descnpllon os`iVoir to 0t done: INS UR NCE COVERAGE. EjI I have a current liability insurance policy or its equi alentw:hich meets the requirements of Mii.G.L. Ch. 112 Yes \ ha If you have checked Yes, indicate the type of coverage by checking the appropriate box below: i I A liability insurance policy Other type of indemnity L ii Bond LI O%NNER'S INS URANCcLVAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the ! N;iassachusetts Genera! Laws, and that my signature on this perrr!It application waives this requirement. Checl One Only owner ❑ Agent I I Signature of '=- I By checking this bo:J:I hereby car<ify that all of the da aiis and information I have subni _ad(or emteredj regarding this application zre true and accurzt to the bas:of my kno,visdga and t;.a zli si7aet mewl work and ins rilzhPns pat cr„—,ed urger the par issued for this a�piic=_lion�`,i!I be Laws. in coc!pGznca with all pertinent Provision of the iviassachusat-s Suildimg Coda and Chaptar 112 of the General L_.vs. Duct inspection required prior to insulation installation: YES, NO ProGress Inspections 7 D _ inai InspectiD I ! 11 yp-= o:L ican-sc. % l I C;iyill o`n- r i�vUrne`:person .� SignF-pure of L icens ❑,ioum- verso -Re License Number: i ! i—1 a s s.ai o V d., I I I I i I ! 1 inspector Signature of Permit A.poroval I I - .. .• -car - ti Town o:Barn tabje °* Regulatory Services 3lioiii�s r'. Geiic,,Dizec:tor., .. �o B Ili Idin g.hlis zo-a . - Tom Ferry,.Btil�iiav�or,�missioner 200 Ml ain Stvcct,-IT- Yms 6;1,02601 ��v�.C��n.�arnsta�ie.n�a,Tts D cc: 50$-862-4039 FaX' 508-�790�62" Prop espy- C�wn r Al Us Complete a.nct Szgn 'TlaS.s Section �GeF4A-0 t , as 0-3-e-r Of the Siubject,ProPcft lie zeby a,.rloxiZezto acx oxi rriy S"hz1f,. irx a1I mirutis xzI;tive to azk aT�tholr1 bytK-1Q bulln pe.^.it applicatioxx for. s ay D1 C PIf xi-it Prop erf aner is ap lying for enait J)Jcase complete the Ho"'Mcownei License Exc'nxp4on Fo.,-m ors the 1'r-verse side.. . Q:F0RM:S:0''n'NERPEP\-4E3Sj0N t-, Fold,Tnen Detach Along All Fedoiat:onz ..:::::COMMONWEALTH OF MASSAC.HUSETTS ,. . e BOARD SHEET METAL WORKERS Sht AS A BUSINESS ISSUES THE ABOVE LICENSE TO. TYPE ERIC T.: WHITELE"Y :, tJ ::VERNON. VIHITELEY PLBG AND:, C — B 28. VIL.L-AGE LANDING PD: BOX". '126G - 1J `CHAT,HAPi h1A 02669 000 292629 I :. 160 12/22/14 F - Fold,.Tner Detach Along All Perforations- C.OMMONWEALTHOF MASSACHUSETTS BOARD OF; SHEET1fTAL WORKERS �"� �4SSUES: THE €oLLOWING L'�KC=ENSE i ' AS � MASTER UNR:ESTRICTEQ �..; ER`!C T WHITELEY >F � , Po aax z�+s _ t WEST CHATHAM' 1'1A �02069: 02�+8 2967 ,� 02/28/16 r8o5�2 - ' The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street,Suite 100 Boston,MA 02114-2017 s www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers.. TO BE FILED WITH THE PERMITTING AUTHORITY. _Applicant Information \ Please Print LeEibly Name (Business/Organization/Individual):":—,U.S�Q� Address: DN City/State/Zip -�c �c��y�� O���r1 . Phone#:(S-b(�) Are you an employer?Check the appropriate box: - Type of project(required): 1.14 I am a employer with (,o3 employees(full and/or part-time).* 7. New Construction 2.7 am a sole proprietor or partnership and have no employees working for me in I 8. ❑ Remodeling any capacity.[No workers'comp.insurance required.] 3.❑I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. El Demolition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10❑Building addition ensure that all contractors either have workers'compensation insurance or are sole ME]Electrical repairs or additions proprietors with no employees. 12.[J Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.�ROOF repairs These sub-contractors have employees and have workers'comp.insurance.t 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box ill must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. (, Insurance Company Name: (.G\c, S v.0 GIICSL. W thQ C>\c�y Policy#or Self-ins.Lic.#:�' a L�M — 1 Expiration Date: Job Site Address: �\\ \_- lz-s�o--,5 i r, 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 MGL c. 15.2, §25A is a criminal violation punishable by 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$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cerrt�r der the pains and penalties otperiury that the information provided above is true and correct. Si nature: i�--r �'Z _ `.'" Date:' Phone#: \ � 9 Official use only. Do not write in this area;to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: r DAE A6o® CERTIFICATE OF LIABILITY INSURANCE 09?24-2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAI1E: ROGERS&GRAY INS AGCY PHONE FAX 43d ROUTE 134 Arc.No Ezt: ac o i E-MAIL SOUTH DENNIS,MA 02660 .,;- INSURER(S)AFFORDING COVERAGE NAIC$ INSURER A:ACE AMERICAN INSURANCE COMPANY INSURED INSURERS: W VERNON WHITELEY PLUMBING&HEATING CO INSURERC: INC&CHATHAM SHEET METAL INC P O BOX 1266 INSURERD: WEST CHATHAM,MA 02669 INSURERE: 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. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LIMITS LTR INSR VND POLICY (MMIDDIYYYY) MM,ODIYYYY GENERAL LIABILITY EACH OCCURRENCE s COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ - PREMISES Ea o. ronca CLAIMS-MADE❑ OCCUR PMED EXP(Any one person) $ PERSONAL&AOV INJURY $ GENERAL AGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COP.IPIOP AGG S POLICY PJECTRO LOC - S AUTOMOBILE LIABILITY SOMBINED SINGLE LIMIT $ a" cnl ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) HIRED AUTOS NON-OWNED PaOPcadenl S AUTOS A'I'AG` S --'"— --LMBRELI-A-LIAB- -OCCUR— EACH-OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEO IRE IS S WORKERS COMPENSATION - K WCSTATU-I OrH. AND ENiPLOYERS'LIABILITY Y IN TORY LIMITS ER ANY PROPRIETOPUPARTNERtEXECUTPJE u., OFFICER/MEMSER EXCLUDED? N r A 6S62UB 10.01-2014 10-01-2015 E.L.EACH ACCIDENT $500,000 (Mandatory In NH) yg72L664 E.L.DISEASE-EA EMPLOYEE $500,000 If yes,descrbe undor DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required). CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 200 MAIN STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HYANNIS,MA02601 NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE JOHN J.LUPICA,President ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map t1)0 2 Parcel CD Application # I Health Division in Date Issued Conservation Division \✓ Application Fee �. Planning Dept. Permit Fee J' Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address rr Village cbhA: Owner C04uA 1�- Address Telephone - 0 40 Permit Request Square et: 1 st for: existing proposed LfZ:�2nd floor: existing proposed Total new Zoning District �— Flood Plain C Groundwater Overlay _ Project Valuation Z LM)Construction Type u �� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family l❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes On Old King's Highway: ❑Yes Z.elo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other r Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)_J'� -`�� Number of Baths: Full: existing new 72, Half: existing new Number of Bedrooms: existing Z new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑Other Central Air: &-Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: 0= fisting 0;new-asize_ Attached garage: ❑ existing ❑ new size Shed: ❑ existing ❑ new size _ Other:�n 0 2Z��Z CD Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 4 No If yes, site plan review# Current Use �0.���-'� C Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number ?� (0 C) Address _Cj '� License # _Q 0 Home Improvement Contractor# Email- Worker's Compensation # e)( 7-ZA0 66 ALL CON RUCTION DEBRIS RESUJK FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 1� � FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED r• MAP/PARCEL NO. ADDRESS VILLAGE OWNER 4 DATE OF INSPECTION: FOUNDATION iq FRAME eLl&V ep 3011 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ` PLUMBING: ROUGH FINAL GAS: ROUGH FINAL '-C ' FINAL BUILDING .n 10 DATE CLOSED OUT ASSOCIATION PLAN NO. i r •s Department of Industrial Accidents p Office ofIrsves- gattons 600 Mashingtorz Street Boston,M4 02111 wTv mass gov/dia Workers' Compensation Insurance A.ffdaiit: B ders/Contra.ctors/Eiectricians/P'i hers Applicant hformation Please Print Le�ibi Name (Business/OrganizaLion/L•cdividual): ` b Address: . 3(51�c City/Statelzip: Ajf�l,,V I kQl,- 6'&0�2, Phone-ft. Are you an employer?Check the•apprapriate ibo. 1�pe of project(required):1.ElI am a employer with 4. ETI am a general contractor and I 6. �ew construction . employees(full and/or part-time).* have hired the sub-contractors 2.❑ I arse a sole proprietor or partner- listed on the atta.dhed sheet t 8. ❑Remodeling ship and have to employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition [Nou=orkers' comp.insurance 5. ❑ W6 are a corporation and its I officers have exercised their ld❑Electreal repairs or additions 3.❑ I ain a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions Myself [No worlXrs' ccmp. c. 152,§1(4),and we have no 12:❑Roof-repairs insurance require.8..]I employees.-[No workers' 13.❑ Other comp.insufan06required-] *Any applicant that checks boi##1 must also fill out the section below showing their workers'compensation policy information: t Homeownen who.submit&s affidavit indicating they are doing all work and then hire outside oontractdrs must submit a new affidavit indicating such. ZContractors that check this box must attached an additional•sheet showing the name of the sub-coutrabtors and their workers'comp.policy information_ I am an employer that 1s praviding workers'compensadon iassur once for any employees. Below is the polky and job site LkZfQa'71t�iDYr. ; . Insurance Company Name: Policy#or Self-ins.Lic.#:_ d7���O �Q��_ _ Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers4compealtion policy declaration gage(showing the policy nnn2ber and expiration date). Failure-to secure coverage as requsred under Section 25A of MGL c. 152 can lead to the imposition•of.crimival penalties of a fine up to$1,500.00 and/or one-year uipriso=erzt, as well 3s cavil.penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day.against the vaaL:.tor. 3e advised that a copy of this statelu�nnt maybe foru=arded to.the Office of Investigati.ons.of the DIA for insurance coverage verification. I do hereby certify rudder the pains and pearalties of pea jary rhat the informadon pr oi4ded above is true Yazd correct D3t�: J Phone#: — Q Official use only. Do not write in Elvis area,to be completed by city or torta-ra official, City or Tovm: PeYmWUcense 4 Issuing Authority (circle one): L Board of Health 2.Building Department 3. C ty TotN-a Clerk 4.Electrical Iuspeettor 5.Plumbinly Ilrspecto-1 6.Other Contact Person: Phone#: Subcontractor's Insurance 2012 GL Policy GL Policy_ WC Policy : WC Policy. Sub Contractor Effective.Date. Expiration .. Effective Date Expiration i All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 12/01/15 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 11/20/15 Campbell,William 508-790-3517. 08/26/04 08/26/12 07/13/04 08/01/15 Cape Cod Marble&Granite 508-771-2900 07/01/05. 07/01/13 08/16/05 11/13/15 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 11/13/15 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 . 07/01/15 Chaves,Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/13/15 . Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 12/13/15 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 12/13/15 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 12/01/15 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 06/01/15 Jeffrey Lauder. 508-221-1046 12/09/06 04/05/12 DBA-N/A 06/01/15 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/15 MAP Insulation 508-888-3599 _ 10/01/07 10/01/12 10/01/07 06/01/15 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 12/01/15 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/09 11/13/15 Wood Floor Specialists 508 888 3958 02/03/08 02/03/13 02/03/08 12/01/15 1 d'. AWC Guide to Wood Construction in High Wind Areas: 110 mph Win.d Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' HERRING RUN MODEL-COTUIT MEADOWS COTUIT, MA Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)............:......:...:.......................... .. ....... ..................... ...........................110 mph Q Wind Exposure Category..........................................:..:....... ............. ..............................................................B Q 1.2 APPLICABILITY - Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... 1 stories :5 2 stories Q RoofPitch .......................................................................:..(Fig 2) ....................................................9<—12:12 Q Mean Roof Height ................................................. :.... .........(Fig 2).... .....15 ft :5 33' Q BuildingWidth,W..............:................................................(Fig 3)...........:... .:................................ 45 ft <_80' Q Building Length, L ............. .................................. .........(Fig 3)........................... ..................62 ft :5 80, Q Building Aspect Ratio(L/ W) ........................ ......... .........(Fig 4) .. ........1.5 <_3:1 Q Nominal Height of Tallest Openingz ..................: . .......:..........(Fig 4)..... ....................................6'-8"s 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections;........ .........(Table 2) :........... Q 2.1 FOUNDATION - Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete......... :............I....................::..:......................:...:.::................ Q:......... .................... ConcreteMasonry.................................................................... .................................................................. 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. N/A Bolt Spacing from end/joint of plate ....:.:.....::..:::..........(Fig 5). .......................................12 in. <_6"-12" Q Bolt Embedment—concrete......:..................................(Fig 5)..................................................7 in. >7„ [� Bolt Embedment-masonry................................ ..........(Fig 5)...........................I...............:.. . in.2: 15" N/A: :. Plate Washer............. ......................................................................(Fig 5).... ...::............................. ...>_3"x 3"x'/4" Q 3.1 FLOORS ... Floor framing member spans checked ...............................(per 780 CMR Chapter 55).......... ...................... Q: Maximum Floor Opening Dimension...................................(Fig 6).... ................................... ......10 ft:5 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) .:::.. ............................ Q Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall....:...........(Fig 7).... .............................. ........... ft <—d N/A Maximum Cantilevered Floor Joists Supporting:Loadbearin Walls or Shearwall..... ft <_d N/A 9 .......(Fig 8)................... Floor Bracing at Endwalls..............:....................................(Fig 9).................................................................... Floor Sheathing Type .....::::...................I...........................(per 780 CMR Chapter 55).....................:............... Q 55 Floor Sheathing Thickness..;......................::.:.....:....... (Per 780 CMR Chapter P )...,.....:.:.....:........314.in. Floor Sheathing Fastening. .................... .....(Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls.................... .........(Fig 10 and Table 5)....... .. ..................8 ft <— 10': . Q Non-Loadbearing walls............ ..................... .........(Fig 10 and Table 5).............................12 ft <—20' Q: Wall Stud Spacing.. ..................................:...........:.........(Fig 10 and Table 5).....................16 in. <_24"o.c. Q Wall Story Offsets ....... ..:...(Figs 7&8 < I, AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 C.MR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls...... .................................::...............(Table 5)..........................................2x6 8 ft 0 in. Q Non-Loadbearing walls ......... ........ ....... .........(Table 6).....................;............;.......2x6-16 ft 0 in. Q Gable End Wall Bracing Full Height Endwall Studs.................:.........:..:...:.........(Fig 10)..:.... .......................................................... Q WSP Attic Floor Length................................................(Fig 11)...:.....................................:... ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 1.1)..............................................26 ft>0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)........................ ................................:..... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ....... ....:_............................ .........(Fig 13 and Table 6)............................. - . Splice Connection(no.of 16d common nails)..............(Table 6)...... ................................ Q . . Loadbearing Wall Connections Lateral(no. of 16d common nails)..,...................... ...(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections . . Lateral(no. of 16d common nails)..................:.............(Table 8) ......... ......... ......... ........:...........3 Q: Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ...... .3 ft 0 in._................. Table 9 ........... <11' Q Sill Plate Spans .................................................(Table 9)....................:............. 11 Q 3ft0in. _< Full Height Studs (no. of studs)...................................(Table 9) ................................. .................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans............ ....:;... (Table 9)............. ..........:.....:.........3 ft 0 in:<_12' Q Sill Plate Spans..,..,....................... ..............................(Table 9)....,......................................3 ft 0 in. <12 N/A ........ Table 9 ................................ -Full Height Studs.(no:of studs).............................. ( )...............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening? ..............:..:........................................................69-8"<_6'8° Q SheathingType..............................................(note 4).. .................................. .............WSP Q Edge Nail Spacing..,......... ................. (Table 10 or note 4 if less) 3:in: Q........I.......... . Field Nail Spacing...... .................. ..1.....(Table 10).......... .......................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)......................................... ..,.. ............4 0 Percent Full-Height Sheathing ......... ..... .(Table 10 30% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)........ Q Maximum Building Dimension, L Nominal Height of Tallest Opening2.....:.......................:...:....:.................... .6'-8"�6'8" Q . Sheathing Type ..... ( ) . ..:................. .....:.. note 4 .............. .....:... ...........................WSP Q Edge Nail Spacing............................. ...:..(Table 11 or note 4 if less) .:...,.. 3 in. Q Field Nail Spacing................... ......... . (Table 11) .........12 in. Q Shear Connection(no.of 16d common nails)(Table 11).......... Percent Full-Height Sheathing........................(Table 11).....................................................,. 15% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Rated for Wind Speed? ...... Q AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7s0 CMR 5301.2.1.1)' 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ................................................... (Figure 19)...............2/3 ft.5 smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift p ......... .:.................. ......::.(Table 12)........... ....:.... ...................U=303:p1f Q Lateral.............................................(Table 12)........................:.........................L=176 plf Q Shear...............................................(Table 12).....::.........................................S=77 plf Q Ridge Strap Connections, if collar:ties not used per page 21... (Table 13) ,...:.... T= plf N/A Gable Rake Outlooker................. ...................... (Figure 20)............... ft<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.........................:.....:......:..........(Table 14)............................................U= lb. N/A Lateral(no of 16d common nails)...(Table 14)................ ......................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness.................... . ................. .............. ............................518 in. >_.7/16"WSP Q Roof Sheathing Fastenin gd Q g..:.....:..:......... (Table 2) ........................... THE HERRING RUN MODEL-COTUIT MEADOWS COTUIT,MA 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 21 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 1to,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 V16'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 vi. 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 (Igo MR 5301.2.1.1)1 WHEN THIS EDGE RESTS ON FRAMING VW8d NAtS ATGb m 11 11 . 11 11 11 11 - . 111 11 - 11 11 11 1� 1 I I - t ,C 11 II N 11 `S 11 Ir.� 1 " ii It a ` O Ed n n Z 1 p i F it14 ii 7s i - It MAILSPACING PANES ` See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment i v AWC Guide to Wood Construction in High Wind Areas: I10 mph_Wind Zone Massachusetts Checklist for Compliance (780 MR 5301-2a.1)' .4 l i 6Z' .. IL ei f( 4D FRAMING MEMBER$ r EDGE.INTERMEDATE r yg. 3"MIN. STAGGERED 3"Mhl. NAIL PATTERN PANEL PANEL EDGE £� DOUBLE NAIL EDGE SPACING DECAL Detail . Vertical and Horizontal Nailing for Panel Attachment JOB SHEET NO. OF 4-- TAYLOR DESIGN _ CALCULATED BY DATE ,�(( CHECKED BY � DA 4ee S O GALE ._...... ... .. �;� t.9.5ACQ' c�� TTS.. ST TC ►.-?i„�i�-Vie..... 1p .. .... u, .. ........... �,c-r�.wcs C� ;_.._[_v .,r i b_._ Zit mo �._._._t�-� ry P� /� -c.. Co;,�,.c. .Lc-r arc 3 cc�c PS , . �' 8 D -�5_. �►�t�140. ..... ...... . ...... tSmcrS � rf 7R..ocF. +R-a., c,c. ... . 4TD �lz4o 3�o P lto ' ..._ ot_ f-'('. "5 to ..... ... : 8 ... S a. a_ S, sod C�_z� 4 4r-At- .... 2 .vc� ......- 2 ... c,,� 1 l...3 ' ©.. t S.,P 4 .........cc,� t� 4 ¢.,.. . t' � o t... (�.. .... ............ (?L t ►v p �J.. 3�2x to . : .. .. . .... .... JOB- ET Am, SHEET NO. 42 OF T TAYLOR DESIGN t--Lc CALCULATED BY-C. DATE r CHECKED BY DATE •'*'CO J ( µ SCALE 1 . ... 1p l Z ...'Pt a'c is tea , Z [S'�-l4 $AO-,.J . . G z._7,r .... w Z l 3cd .... ... o .... .. ... cl .... S{�a.-,.-a �.. z:_ 5 +i .. �S l � ' __ �-� . ... .... S Tc Zo . .. 1p V .. .... .... ... �- b ............... c u .. ..... __ ....... rr aL .. ........a-� �.3 lA x_l _ ... t y Iw �- ... .. .. ..... JOB SHEET NO. OF T TAYIOR DESIGN Ur- CALCULATED BY C-,T DATE -i Z" CHECKED BY DATE O Co-rot r. t4Ar. SCALE R..S.T_ ,... t,�•mo t� . ./irk.•r.�C-� . Z. .�o__. S_®c s.T s �_pn.*..� 4 1 t z ........_t ........ ;. S 2-5 ® �-to ... zk�� _ t �. 101110 a , ........... ... Z41j+Zc� ._ 3 . .. . ... E�x-ram-�►-t art... s v. --o .13A CT C.&, ?y. .. .... ...................... C3 t8 . . �, A►®+�tc� z S"oo 0 .. .... _........ y .............. ....... .. ... . ✓' r, N �.. . G.is -r �-- w d. ... '°�...._ Z.{F-51� JOB SHEET NO. "`tom OF 4— TAYLOR DESIGN CALCULATED BY CT ` DATE l?.- %!= CHECKED BY DATE SCALE .... .... ... ..... ...... .. -�. __ .... Gc Z. �o+A. Z.o O (�c1F a. C4o- l� - Z 1 Z-r..� P s.- ..... FN Q .�ZC�4.S le,Pr ... ... .... _t o R P ct Z4 o: n ....... _ ! . � L o 1p 4 N ` ..'O ..... .... ..._ . .1 c.a c� . Lo -,0_ . zo r - _. �; ,drS,c '? 8 s,� a . aaL. . . .... t 5 x � F 2� 1 i - �Gti r.....��•��i,lQ�' 4r1���P�tI ��I✓��� � ...... :.� ` .. C ..... .�o,_F L}.lolZ Ps .. 97�o V._ �7 .tt.tLoE4�=...t?to.Q®:oF � � ? _ 1�< 400 .t©�[oR3.. ........ .. . ` . � D ..._ Z-3`- 2 .... . .... Sc�i a o�. ttc,. 3 C4.3-q.e > oP z t-7 3t74 4.. . . ...... ..� _ ...................................... .......... ........... . 1 ......................... Z ............. .......... o 5-434 tiQF�KEr , Town of Barnstable. y 4. Regulatory Semces P$ LE' Thomas F. Geiler,Director YASS 1 �16.1 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 wTm.town•b arnstab l'e.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property 0-7mer Must Complete and Sign This Section if Using ABuilder T, • d i , as Ovmer of the subject property herby authorize _ C to act on my behalf, - -in all-matters relative to.wo authorized bythis boil g permit application for: , U t-, 4.Sartne- &tJ-c- Lon (Adder s o ob) o • h Si gna e of er Date Print Name Q:FOR94S:OWn'ER IERh4ISSJON 9�q Massachusetts -Department of Public Safety t Board of Building Regulations and Standards Construction Supervisor r; License: CS-005645 BRIAN T DACEY= PO BOX 95 x . F�sL. CENTERVMLE AU 02632 a `V %tom c� r Expiration Commissioner 04/19/2016 t i k L Home EnergyRatin Certificate Registry ID � Rating Number Certified Energy Rater Bruce Torrey 46 Spring Brook Lot 91 Rating Date 01/06/20.15 totuit, MA 02635 Rating Ordered For Bayside Builders fstimated`Annual-Energy Cost r, Use: MMBtu Cost Percent 5 Stars Plus Projected Rating Heating 49.0 $133 10% HERS Index: 60 Cooling 2.2 $131 9% fficient Home Comp bison: 49% Better Hot Water 12.6 $17 1% Projected Rating:- Based on Pans Field.ConTirmation Required. Lights/Appliances 18.1 $1068 77% General Information k Photovoltaics 0.0 $-o o% 7 . Conditioned Area 1859 so. ft. House Type Single-family detached Service Charges $37 3% Conditioned Volume 20101 cubic ft.. Foundation Unconditioned basement Total 81.9 $1386 100% Bedrooms 2 "Crit2fld , This home meets or exceeds the minimum criteria for the following: Mechanual Systemsatu Feres x - s Heating: Fuel-fired air distribution, Natural gas, 95.0.AFUE. Water Heating: Instant water heater; Natural gas, 0.82 EF,:0.0 Gat. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 73.00 CFM25. Ventilation System Exhaust Only:41 cfm,6.0 watts. Programmable Thermostat Heat=No; Cool=No Building Shell Features, Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor. R-30:0 Vaulted Ceiling R 36.0 Window Type U-Value: 0.300, SHGC: 0.300 Certified HERS Rating Company Above Grade Walls 11-21.0 Infiltration Rate Htg: 3.00 Ctg: 3.00 ACH50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper r Lights and Appliance Features 888-50 3-2 Beach, Ma. 3 ` `" 888-50233 � Percent Interior Lighting 100.00 Range/Oven Fuel. Electric Info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator(kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. TempParcelEdit Page 1 of 1 e r $ N M mF���s � G y ! � �� �n'�� � gyp , ; ,�� � � ✓' '" �r�/� ,a � a ���,. �'��' ���n�+ ��� Logged In As: Wednesday,January 162008 Frank Schlegel " rc Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 ' 002 091 ........... Street Number: 46 Unit: Dev Lot :LOT 91 �.... Road Name: SPRING BROOK LANE Sec. Road: T/R: Villlage: 07 - COtUIt Part of M/P: MAP 002 PCL 002 Plan Ref: IPLBK 617/69-75 (APP 7-62) Date Added: Updated: ��prd ,Delete � th AddPnOer .,,� . . rh ,,,.. : httn•//i c.cn l?./Tntranet/Prond ata/TemnPa.rce]Edi t.asnx?TD=Add 1/16/2008 stry ID Home EnergyRatin Certificate Regiumber 14511 82 g Rating Number 14511 Certified Energy Rater Andrew Popielarski 46 Spring Brook Lane Rating Date 09/30/2015 Cotuit, MA 02635 Rating Ordered For Bayside Builders Estimated Annual Energy Cost Use MMBtu Cost Percent 5 Stars Plus Confirmed Heating 51.1 $193 15% HERS Index: 58 Cooling 2.5 $150 12% Efficient Home Comparison: 42% Better Hot Water 9.0 $12 1% Lights/Appliances 17.8 $891 69% General- Information Photovoltaics -0.0 $-o -o% Conditioned Area 1859sq. ft. House Type Single-family detached Service Charges $37 3% Conditioned Volume 19969 cubic ft. Foundation Unconditioned basement Total 80.4 $1283 100% Bedrooms 2. Criteria Mechanical systems Features This home meets or exceeds the minimum criteria for the following: 2009 International Energy Conservation.Code Heating: Fuel fired air distribution, Natural gas, 95.0 AFUE. 2012. International Energy Conservation Code Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 66.00 CFM25. Ventilation System Exhaust Only: 66 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features I Ceiling Flat R-30.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-31.0 Window Type U-Value: 0.300, SHGC: 0.310 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 920 C1g: 920 CFM50 Energy Raters of Mass 2it upper d S Ro ad oa Suite Foundation Walls R-0.0 Method Blower door test 180 State Sag L1 htS and A hanCe.Features 888a503r2233 Beach, Ma. Moro EneR erav Raters ue ' Percent Interior Lighting 90.00 Range/Oven Fuel Natural gas Info ener codehel .com g PP � gY P Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr). 538.00 Clothes Dryer EF 3.01 ' Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 0.00 Certified Energy r.Rate REM/Rate Residential Energy Analysis and Rating Software v14.5.1 5363711 This information does not constitute any warranty of energy cost or savings. © 1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. T�-�S tam"1 JOB SITE:JaT�r S �asl�Qu C0?uj� MA MAP INSTALLED BUILDING PRODUCTS PO BOX 1309 SAGAMORE BEACH,MA 02562 INSULATION CERTIFICATION—PER!ECC 303.1.1 BATT INSULATION Exterior walls: TYpe' Manufacturer;�Fa. Cp�,y Exterior walls (other): r5ksar� a i s Type�lrsss,�Cas� o�4ac� �Manufacturer: � ��-� R-Value:_�� Interior Walls/Stairwell: Type' Manufacturer; R-Value: Basement Ceiling: Type7�b— � anufacturer: CeC++S`c+,.v,w��� `� -- ��"-+-�R-Value; �C! Flat Ceilings: Type' Manufacturer: R-Value: Sloped Ceilings: Type' Manufacturer; R-Value: _ BLOWN INSULATION FIBERGLASS OR CELLULOSE Exterior walls: Type' Manufacture: Settled Thickness; Installed thickness„ _Settled R-Value:_-_-__ _Installed density Coverage Area: T�Number of Bags^ Flat Ce l' gs: �' _d Type: � Manufact • a urer ��� Installed thickness;�S Settled Thickness: /� Settled R-Value:! _Installed density: Coverage Area; /2-`7o Number of Bags' Slowed Ceilings: Type: 3 i)Rga Manufacturer: -ug Installed thickness)�.�ra;1� Settled Thickness: to 4 Settled R-Value: Sq I p nsta led density: IO Coverage Area: Number of Bags: -- By. Date:�6 For 1AP Installed uilVP ,: Town of Barnstable k' E Regulatory.Services fig'' ' Richard V. Scali,Director • s s Building Division 3AEN3TABLE, BARN STABLE A/� a.xesue,r:•cartmvlue•cmurt•Ircxxls . M+0.510N5 MILLS.OSlE11VItIF•N.ST 66lKT.81F s63g ♦� Thomas Perry, CBO 1639_2014 Building Commissioner , 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 October 1, 2015 Mary Fiore, Trustee 30898 N Manor Hill Rd. Grayslake, IL 60030 RE: 932 Main St., Cotuit, Map: 035 Parcel: 093 Dear Property Owner(s), This letter shall serve as notice that a stop work order has been issued at the above referenced address. The reason(s) for the stop work order is/are as follows: 1) No building permit has been issued by this office for the work being performed. Please contact this office as soon as possible to arrange to bring the property into compliance. Thank you for anticipated cooperation in this matter and do not hesitate to call with any questions. By Order, e Lauzon Local Inspector jeffrey.lauzongtown.barnstable.ma.us. r (508) 862-4034 *fir 'p 1f S Foundation Certification in Barnstable, MA Prepared For : 46 Spring Brook Lane (Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-091 Baxter Nye e En ineerin . & Surve In Zone X (unshaded) ® FIRM Community Panel Number 0250001 0539 J g g Y 9 Effective Date July 16, 2014 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 78 North Street, 3rd Floor Book 23161 Page 59 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book. 21059 Hyannis, MA 02601 Page 158 Phone — (508) 771-7502 Fax — (508)7771-7622 Minor Modification No. 1 ® Deed Book 22249 Page 282 Scale : 1 = 20' 05-07=2015 Job Number. '2005-214 00 0 , Q Z. OPEN SPACE S 52'30» E 97.O's a- _ LOT 91 CV 10,311 f S.F. 0.24f ACRES 17.0' o z O b .15.0' M 46 EXISTING LOT 92 FOUNDATION 19 �� 92.01 LOCATED 6.0 2.0' 05/06/15 CO o � M W M N O U b 13.0' N 20.0' 12.0-�t 23.3 Z LEI in T.O.F. = 62.1 O N N R 3 O O _ 191' 9' 9 N �3�57"- Sp�l w ' 03 .B,RoOzr 44* I 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 OF BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO y� y PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT. LOCATED WITHIN A + SHANE �GN SPECIAL FLOOD HAZARD .AREA. M. MALLON THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. ,oNo•48687ss �--C✓ L- S� / /7� GNP $URI REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE ^J I SMOKE DETECTORS REVIEWED d. 4 JI BUI —ING DEPT. DATE q1 IA low O FIRE DEPARTMENT DATE r W IA BOTH SIGNATURES ARE REQUIRED FOR PERMITTING :? } - A BOA _ .. .........._. ...._.... ... _: _ _ F, .. . 9p ® - W ® ® ® .,:.p _. _ :..' . .. .. . _.................... _ W .. D ]4310 .. - 24410 ..- ® ©❑ ❑❑ ... .. 24410 .. ..24410 .. .- 24410. //yy11 ��A/� ❑❑ ❑®® - W .. ... .. Z L J FRONT 'ELEVATION m = .. :. .. .. SCALE:: I/4" I'-o° I " ... -- - .. .-- . HT ELEVATION _ RIGHT ION SCALE I/4" I'.-o" 3T Q 4- _ . _ ...... - =- _ - - - :...: _ .. � W o U 12 Iz b Y Z Qq ... - ~ W U 24510 ' — _.._ -. ._ _ _ Q- ILIEl m. C44136 L CW133 R .. _Q 0- 24410 24410 24410 24410 24410 - ^� - - - 24410-2 .. .... lL . II II I .I. SFIEET II --- II I- L - / ---- REAR ELEVATION LEFT ELEVATION JOB: 14}q SCALE: 1/4" = I'-o" SCALE: 1/4" = P-o" DRAWN BY KW DATE: 12/So • _ _ N 39'-O° LO ... .2-2° 4-IO° € .:8._W 7'_0 .. / 4-3° 9'-O°: 3'-9. : ... .. . LO ... n O g p S r1..r .. O 2 _ .. 15'x 4' 'A - LIN .. W. Y A��TL CARPET ILCOCK CAB .. . ... .... �. TILE .. .. ML � W .. O I I . TW 24410 O .... ..... .. p ..... .... 30 Ire°x60 Ire' ...:.. 12'-0°.VAULTED'CEILING I -.. .. ... SUNROOI''I I . :. .. TW 24410-2. ... OA .. '-O'VAULTED CEIUN6. .. . I ® K .... '.p .. .. ... M Y) N 60 Ire':60 7/B• uT's MASTER BEDROOM n 1 F/L - OAK- - I = m I 1 I I .. ® -B'HDR 6B .. _ .. 3'-7' iv CW 135 R .: L-.- REF. .. - ... .... 2 ii TW 24410 - 28 7re'x41 are' � -.. I 1 m /I 30 I/5°x60 7/8' - " oll DINj D ESSER 6 LAW4DRTLE TW 2432 - ®IDW KITCHEN I OAK zfi � 30 ve°zoo 7/B•. OAK .. 212 .. .. .. 6 ... 00 1 2P ANETT] 6'-0 IUP - T - ... p - TW 24410 p 30 Ire1x60 Ire' .. / .. .. .. ... I .. - 13'-O'.CAT14EDRAL CEILING .: .. - ... - ... .. O Q r m vewxE I GREAT ROOM r — ... .. ... m .. P,b _ .. in _ STEEL BEAM ABO✓E' .. - W 4' 10°... - �TW 24410 _ .. _ TW 24410 .. 30 Ire°x60 7/8' Ip'Y A 30.1/5N60 7/8°_ DN A -- - SA2 U.. S2 zb w-- e 1 T-- Z x TW 24410 1/8'x60 7/8. ��-�" .. rt, Q .. .. p .Z S ... .. .. .. 2-4 CAfiFImRALC W Txib'_O.H.'DOOR W/TRANSOH - - N ' Lu A ® 9 V ^/ .CARP TILE - mi B .. ... IL o .. ._ . .. .. . ? Q (p J Z SILCOCK 2 Q PORCH: 0 .. - Lu Z _ 3 6'-0.. a 6'-O° 1 2'_y. -. 7'-10° 2'_5. 2'-0". 161_01 2'-O" SHEET 1509 50 FT FIRST FLOOR PLAN SCALE: 1/4° I'-O'. /A2 .. .JOB: 1419 DRAWN BY: KW DATE:. 12 1114 N - N m La _ d IA W :a � .aCD I W IA. A mJ Z 10 iti' Ic Iji II i I l i I I , I I I it I - ... .. w. it sll �Y IIII �I ) li� I! .- w �' w c� n dl ,.— ... � ... .. .. .. � ... .. �ijlrt itf• :L!_�il' LI I I�h , )•, f .II I,I ..� ,I' I; I I, tt Ils( .. .-. ... ... .. �I IIi �(� {, �l.f I i•. ' i Is LIII ',.I' I m W ' tl' J! Il� II �,. 'i: f I i' i,I. I I 1 I_II ��I ttill -, '�I: Ii II�, i.! is "I 'i4: q'_3• -. /' �r .. .. 'i� II ..11: ,l I:!'�II• Il!f II' 4 I - - I' .,� j, I '' i - 11: I I �.I N .. .. ... ,1 11. I,, (I , ,II; I !!I I f l n �.�;i;. i.l I �� II' LI' II. i'i ' �f •j (li! III .I. ! � I,II �I � -. � �..�. .. L I' Iji ill li Ir ( I' �' Hi - - R ill I i I I; 44f il I J e'DORMER.WALL .. .. it I I u, !' �t' ,IIl;IiI CI I , 1I i1�1 I'� IIi r.-.1 .. _N BO NUS ROOM . _ �. �. q TW 2442 ` 30 °x52-/B° LLJ KNEE WALL : O.Q b'DORMER - z V r _ - - ~ III t.I,Q c !I! j l �!! it I;I �j', U I li LU i� tu ki t o ch I II r is _ � 11 n I (1(I 1 I ' 4 OL .. .. �. N - SHEET SECOND FLOOR PLAN /�%� SCALE: 114° - 1'—W 3 JOB: 14lq DRAWN BY: KW DATE: 12/30/14 _ N Immol LQ -- I �°• .. .. .. DROP T.O.W.16• O .. . UNDER_ .A -_______ ____ ___ ____ ____ Lh . J I I r J cbGALM 4x6 P.T.POST I V I E li-i-, Ej V.METALP03T A"0. —20•°BIG FOOT•FOOTING TYP LO_W0 1 DROP WALL m _ I 1 I .. o9TUD WALL i N Z . ... ... .. - ABOVE .. I L I I - p/ Q I ' I o /� W 7777777777 � I w I'v en I i 4 w _ 1 r .. .. .. ... - o ... - ... I 3Q WALK-OUT �r I .. in :9 ... A 1 % :%a 1�1 40 CMILONCR�E SRL�' .3/2 VIA.STEEL COLUIV4 .. ... ■A .. RD ' /2LVL CORDER I � W .. ... ... .. .: .. 1 ;: :i in 36•x36'12•�CONCRETE AD - '(D1f C�CCL .. I lox 0'-9' WALLM�1 id FOOTING _ FY - i .. .. .. .. 20•xl0• 5 - ABOVE Z ... .'- :.... .. ...�.. .. .... 3 4x10 GIRDER NOTE: .. . - r �n a . 3 1/2 IA,STEEL COLUMN - ... , 5/8° ANCHOR BOLTS .. .... .. - 1 %°x36°x12•CONCRETE PAD �n .EMBEDDED 7° iv "SPACED 32" O.C. ... ... ... .. .. .. .. m- 12" FROM CORNERS ' .. m. - - r - -.WASHERS 3 x3 x1 .. ... ... ... .... .. ... .. .... .. . ..- .... 'Lti1� .F_- i .. OFFSET Bm m To ALIGN STUDWALL4DROP LL 10AT •I - .. .. .. I DOOR r - F-- 0 3-9•.CONC.WALL I..,..1 .. .. .. .:. .:. ... .. .. I I. 16°xl0°CONTINUOUS FOOTING I � Y/ ����'� E SLAB of PITCLI GARAGE TOWARD.DOOR m ... OMN I v I _ w I � J ... .. .:. 12'-2" 1P-2" LU _ I r ... I I ... DROP WALL10AT .. o 6 I Bn -- -- -- -- ---- :.. �. � Jzi:F_I .�.. � W KTI 6x6 P.T.POST GALV.METAL POST ANCHOR- IINLL lL . - I 12••.rlE TUBE'PIER W/ 1I1 o •BIG FOOT•_EIX7TING TYp ! v n -------------------------- , - .. :. 2'-0" 12'-0" ... � 13'-0• - :. 20'-0° � .. SHEET 4s'-0• _ S1 JOB: 1419 FOUNDATION PLAN I DRAWN BY: KW . - - SCALE: I/4" 0-0" - DATE: 12/30/14 • V � " u..i o 1p:. a >a 0 _. J n Now W. NJ lA Z .. No" W W V .. .. .. M W0 O . .... RIGID WIND WA-BARRIER REWIRED . ... - - - - .. .. .. . .. ... AT.EXTERIOR EDGE OF EXTERIOR � .. :. ... TM PLATE .. - .. .. _ ..... ... ... SIMPSON N2.6 _..... .. __. ..._ - .- _. ...... ..... . FASTENERS AT ALL:. ... .... (2)16•LVL RIDGE - .. .. _ .. :.(2)11 7/0'LVL RIDGE .. .' - . Ib RIDGE ... .. RAFTER/TOP PLATE .." .. .. .. .. S v � 2)2ri� a 3 - .. "Now M - -. .... e G 16°O.G. - �.. .. .. BLOCKING 4'-0'O.C. ... .. � - .. TYP.ROOF . . .. ... .. IN FIRST TWO JOIST AND RAFTER .. .R30 F.G.INSUL. �i - .. - - - .:. W �. R30 F.G.16.O.C. BAYS.FROM GABLE WALL .. $.- ... .. - - -. R30 . INSUL./ .. �1 2xlOn Y I6 O.C. P/° - E6@li BE6@ .. W .. - .. - 6/0'PLYWOOD SHEATNING/ 6 O ... ASPHALT SHINGLES' 12' 0' .-. .. - oc O BONUS ROOM .. - '12 .o O O . .. Ix3 STRAPPING —� 1 m I i I/1°GYP.80AR0 - m �Ii.� TYP-EAVES.. .. .. .. .. - I6'-O° .9 .. . ' --IxO.FASCIA/Ix4 9ECOND.1'IEMBER. - - CONTINUOUS VENTING SOFFIT - - - - - . .. ..Ixe'FRIEZE BD.W/BED MOULDING.. .. 2xI0e Y 16.O.C. a .. - .. - . - - ... LOLLY COI.EA EN TO CONCRETE ' GREAT ROOM.: - I TYP-EXTERIOR WALL .2.6 21 F.G.STUDS i 16'O.C./ - m .. - - GARAGE m GARAGE m . ... .. b•R21 F INSUL./ 1/2°PLYWOOD SHEATHING/ ... . .....TYVEK WRAP/W.C.SHINGLES 3/4'TfG .. - NAILED 4 LUED SU TO J0197T - - .... . - ... .. 2.I0.0 16°O.C. .... .. ......._.. _ ..._ ._. _..__. .. _._ _.._.".. -... ...._..__ ..._ _.. - _..._.._... _. _. .._ - .._.._...... _ V (3YD110 GIRT .. .. .. ,n/ Q _ 1 3 1/2°LALLY'COLUMN .. . ... - TrP.FauNennaN wALL - - BASEMENT P.T.SILL ANCHORED 32°O.C. 10°x0'-9°CONCRETE- . Lu DAMP PROOF BELOW.GRADE .. .. - - .. 10•x20°'CONTINUOUS'FOOTING .. ... _. 3 1/2'CONCRETE SLAB - ... .. ... .. .. ... „ 20' b° .. 6 MIL VAPOR BARRIER I11 Z a V Y SECTION "A" _ SECTION 11B° 8 z �. O - z .. SCALE. 174" i'-0" .. ... _ SCALE--I/4".= p_p" Lu UJ Lu z � In . .. .. Ln m SWEET 52 JOB: 1419 DRAWN BY: KW DATE: 12/30/14 • v th _ m N . i..i O IA d IA oLh OWN cb J 1� :.f _ ' mj W IL _. _. V 71 W0 .O _ I �u 'Q •' _ - M I" Y II I rr��.11 m a. A .. - ... -. ...... .. ... ..i� 6.. DORMER WALL '. .. ... .. > - -- _ 14 o 1 - --- LU GARAGE J 1 (z)16. { 'v _ . Alk- 1� S LU ... : (2) 4 1/ALL .. ...... , .. ...... .... LVL HDR I I NOTE. •9 2.10 RAFTERS VIVO.C. .. .. ... ...... I io UNLESS NOTED OTHERWISE W ZQ 25'-0' .. FIRST FLOOR FRAMING. PLAN ROOF .FRAMING PLAN SHEET _SCALE: 114" I'-O" - - SCALE: 114" = I'-0" t�Ejl- 53 JOB: 1420 DRAWN BY: KW DATE: 12/30/14 m N . 1..r O : 4 a J i .J h CO EXTEND HDR TO CORN. 2x6 DEL TOP PLATE - .. .. RAFTER® 16° O.C. FULL HGT.STUDS JACK'STUD.: Ion NAIL TOP PLATE i'� 'j - ... .. - / c - .. . TO BTM OF 14DR -�' APPLY SIMPSON MSTAIB CONNECTOR H2.5® EA. RAF W/2 ROWS OF ibd NAILS .t ON THE INSIDE FACE OF HEADER - TER a 3°O C TO EACH JACK STUD - a .. u STRUCTURA_PANEL }i HEADER TOP PLATE .. - 'NAILED:U COMMON CONTINUOUS HEADER .. ®3 00,EOGE AND FIELD CORNER TO GARNER - ' OVER MULTIPLE OPENINGS _ DOOR TRIMMER STUDS ~ .. c AFTER R TO PLATE CONNECTION SCALE:N.T.S. .. 2-5/8":ANCHOR BOLTS II .. .. .. .. .. 3N3°'PLATE WASHERS .. .. ... EACH NARROW WALL SECTION- )PA >N \M - .. III - -. DOUBLE ROW . .. -' .. -. .. STAGGER NAILING- INTO .. .. - ... - .. ... ..- .. BOTH PLATES ... ~ �.. .. .. 2.6 DBL TOP PLATE ' STRTICAL UCTURAL F . ... ..:,...: ... _.,. .. NAIL E'.AEL COMMON .. ®3'-O. �EDGE �A; . 0 NARROW WALL 'BRACING AT GARAGE DOOR _ AND 12°IN FIELD .. O SC'ALE:.N.T.S- .. .. .:. .. :. : r tks r n - -- - - - SHEAR WALL COMPLIANCE: . .. - ... W. 30% OF EACH WALL RUN `. ... VERTICAL SHEATHING WITH- - - - .: - 8d NAILS 3° EDGE/12"-FIELD - . (4)16d NAILS PER FT-BOTTOM PLATE VERTICAL \rm L- 15X.OF EACH WALL RUN .: - - - STRUCTURAL PANELS' m' DOUBLE ROW.. - i .. VERTICAL-SH ZING WITH .. BREAK ON SECOND FLOOR " STAGGER NAILING INTO.BOTH PLATES - - NAILS:3°'ED DG FIELD RIM JOIST(4 2;6 DEL TOP PLATE (4)Ibd.NAILS PERR FT FT BOTTOM PLATEiu .. .. .. _ TL4 4 1\1 $ ' ✓b,� v SECOND FLOOR .. VERTICAL - r. - - 'VERTICAL RIM JOIST _ _ . S RUCTURAL PANEL k 1 .... 1"xT kv A 4: LL�� y STRUCTURAL PANEL O . NAILED Bd COMMON. �ti 1 l ,!'.M\� .. 4,\ �4 NAILED ed COMMON ##. 4 ®31 O.C. EDGE 1y y bi f .i .. a 3"O.C:EDGE V ] ,X i . AND 12"IN FIELD ~ '1 ]L] x 14 AND I2° IN FIELD ]4 ] i. w DOUBLE ROW V 1Tl DOUBLE.ROW ♦]I A \r.L STAGGER NAILING I -' STAGGER NAILING FF Sk V O INTO BON AND SILL.' t'� N� ` INTO BOX AND SILL - m W - - OFULL HEIGHT SHEATHING -SINGLE FLOOR ®FULL HEIGHT SHEATHING -r IULTI FLOOR SCALE:.N.T.S. :� ... .. ... SCALE N.T.E. SWEET JOB1 130E DRAWN BY: " - DATE: 12/30/14 GENERAL NOTES. 1. LOCUS PROPERTY IS SHOWN AS.- ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: `- ----__----- J PROVIDE (BASINDW/ 1'6- DEEP ✓ SITE IS NOT WITHIN AN A.C.E C. (AREA OF CRITICAL ENVIRONMENTAL VEGETATED W DEEP CONCERN). t� SURROUNDING (AR ALTERNATE 00 RAIN GA�OEN (125 EQUIVALENT VOLUME OF 289J� SITE IS NOT WITHIN AN AREA OF ESTIMATED WIBITAT OF RARE C.F. 1ORAGE) WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED TOP�54.5/ CONNECT ALL ROOF OOWNSP9U' S Q 4 BOTTOM-53.5 TO LEACHING BASIN ,� HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS Z l OPEN VEGETATE 12" DEEP 50.0 .� PROTECTION ACT REGULATIONS (310 CMR 10)." SPACE RAIN G (125 SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP �\ C.F. STORA � MAP OCTOBER 1, 2006 "CERTIFIED VERNAL. POOLS." �- TOP-54.5/ SUE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER - BOTTOM-53.5� `^ 1, 2006 -PRIORITY WIBITATS OF RARE SPECIES FOR SPECIES 4 01 E 97. UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, OS REGULATIONS (321 CMR10) 54 ----- SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER ( s6.o 54 LOT 90 RECHARGE PROTECTION AREA -cnN� �' D 57. 57.0 _ DECK 10.58',1 083 c CONSTRUCTION NOTES: o y i� 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE b t 5.0' g x f SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED LOT 192 I 2. N LOT 91' _ �+ 55.0 `i 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 1%311 f i M 2. ALL GRADING, DRAVNAGE, AND UTILITY NOTES ON SHEET C-5 FROM 0.24E ACRES r THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, o $ I DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. PROPOSED z ,-i' 3. SEWER BUILDING CONNECTIONS: � 3 I Qo 2.0''F HOUSE US 62860 7 � Rp � - MIN. COVER SHALT BE 3 Ft. I M++ 2.o' .o _ f, f - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES I o0 i I MIN. in v '- AS REQUIRED BY BARNSTABLE DPW. GARAGE c� I '"f - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2A X. INV.- B"62.26 I 0 Z •- 55.02 'G 0.0' 62 620 a 13:0' �i 62.26 Z ------------ \4' p y j` SF l A D /-'� c � 3 V 4 Llly f CK`, - I*1 ,- Cotuit Meadows Subdivision dmm� "MOM _ 0.03 ' CT �o ° � �'.=�' CotuRoBarnstabie, Massachusetts - G G - Gj91•s8, 4 a `V 0 PREPAID FOR G, CLEAN COTUIT EQUITABLE HOUSING, LLC UT _ R0. Box9S SMH #4 W W INV OUT � _ -"-''-9CenterWil MA 02632 bb �� S S ^, S �Tj,NG 80.89 W ..�` [� INV IN TIME S L Site Plan = �p �s _ � W G Lot 91 Sri ' IN �c S.0 8q�R_3''s.� S'`.. 46 Spring Brook Lane rJ 0 L:27.02, 53.89 . , S -, 94 LP + BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and band Surveyors t14 OF, �o 78 North Street,3rd Floor,Hyannis,MA 02601 �o� MAr�, ,s'�y -' C-•.. bone-(508) 771-7502 Fax-(508)771-762 W. G� EDDY .CIVIL to b No.43183 20 0 20 40 S, STER S� N L SCALE IN FEET iE SCALE: 1" = 20' D -2 -14 ry REV. DATE. REMARKS LOTm9l 9 mWm MAISER 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214 N