Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0047 SPRING BROOK LANE
�� �vrr'�Kj �l� .�AlJ� c��7) J06 Siltg IT , MA MAP.INSTALLED BUILDING PRODUCTS PO BDX 1309 SAGAMORE BEACH,MA 025"62 INSULATION CERTIFICATION-PER IECC 603:1.1 BATT INSULATION Exterior walls: fYPe.^J Manufacturer:&LlSI.1s CTZ. N Z) -y-�• _R-Value: _ Exterior walls(other): V trCS`J S r- 7 Manufacturer: btiXf -7. k R-Value: 2/ Interior Walls/Stairwell; Type' Manufacturer: R-Value: Basement Ceiling: Type! i )Ilse nufacturer^ O Wks C'Ejena, R-Value: a0 Flat Ceilings,: _ Type: Manufacturers R-Value: Sloped Ceilings: TypeManufacturer; R-Value; (BLOWN INSULATION (FIBERGLASS OR CELLULOSE, Exterior,walls: Type: Manufacture-; Installed thickness:; Settled ThiGkness; Settled tt value; ^Installed densi y;I Couerage Areal -- - Nurrnber.of Bags:' Flat Ceili,ngsi Type-, ... Manufacturer: otetcos C? ;i _installecl tnicltne�s:.�s Settled Thickness: S Settled R Value:_._ Installed densit y` Gwerage rea: 11?v Number of Bags: Sfoped Ceilintys' TYPe Manufacturer: aW4�3 115' ` ;,----- �6nlV Installed thickness: Settled Thickness: lo; Settled'R Valt;e: 3 . Instal ed density: l o`' Coverage Area; [vZ�r IN i)rnb,cr of Bagsi_ Date For MAPy<. _ : ''1t�2s I 1 x Installed Building Produ a '(HE Town of Barnstable Building Department - 200 Main Street EARNST"LE, Hyannis, MA 02601 9 MASS 16 q. . (508) 862-4038 Certificate of Occupancy Application Number: 201504097 CO Number: 20150226 Parcel ID: 002002099 CO Issue Date: 12101115 Location: 47 SPRING BROOK LANE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: DACEY, BRIAN Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: i 2 hhj Build ng Department Signature Date Signed f ` TOWN OF BARNSTABLE Building . INE> 20 15 0 4 0 9 7 11RNSTABLE, Issue Date: 07/22/15 Permit. MAS& ab�g. Applicant: BAYSIDE BUILDING,INC Permit Number: B 20151955 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 01/19/16 .Location 47 SPRING BROOK LANE Zoning District RF Permit Type: NEW SINGLE FAMILY ATTACHED Map Parcel 002002099 Permit Fee$ 1,.122.00 Contractor DACEY,BRIAN Village COTUI'T App Fee$ 100.00 License Num Est Construction Cost$ 220,000 fienmarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A THREE.BEDROOM 2.13ATH RANCH STYLE HOMI THIS CARD MUST BE KEPT POSTED UNTIL FINAL W/AN ATTACHED 2 CAR GARAGE': INSPECTION HAS BEEN MADE, WHERE A CERTIFICATE OF OCCUPANCY IS.REQUIRED,SUCH Owner on.Record: COTLIIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 ~ INSPECTION:HAS BEEN MADE. t CENTERVILLE,IVIA 02632 ay j 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^TfW6RARILY_ E - Yi'ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR.ALLEY'GRADES A$WELL,AS DEPTH AND LOCATION OF PUBLIC SEWERS IvfAY BE•`- OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF.THIS PERMIT,DOES NOT RELEASETHE APPLICANT PROM THE CONDITION&OF,ANY APPLICABLE SUBDIVISION' .a` RESTRICTIONS. . - MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 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, WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS.TO GUARANTY FUND(as set forth in MGL c.142A). ° BUILDING INSPECTION'APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I-' 1 p all •�'�'j..1'" ��lslls t C6LuaINS i 2 r� sl� ��RL e�tsl�s . 2 F� .vim 1.!l SO �S P c dK lc►(. 3 � �� 1 2j>jij-j4t- 1 Heating Inspection Approvals Engineering Dept Fire D t / 2 Board of Health 16� �5 " .... �. i � �' 1 s .�--- r �. Homestry ID Energy Rating Certificate Regiumber 21314 646 Rating Number 21314 Certified Energy Rater Andrew Popielarski 47 Spring Brook Lane Rating Date 11/23/2015 Cotuit, MA 02635 Rating Ordered For Bayside Builders i Estimated Annual Energy Cost Use MMBtu Cost Percent 5 Stars Plus Confirmed Heating 48.8 $717 33% HERS Index: 65 Cooling 3.1 $184 8% Efficient Home Comparison: 35% Better Hot Water 13.1 $158 7% Lights/Appliances 21.3 $1105 51% Generallnformation Photovoltaics -0.0 $-0 -0% Conditioned Area 1855 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 20793 cubic ft. Foundation Unconditioned basement Total 86.3 $2164 100% Bedrooms 3 -rCriteria McChanlCil Systems Features This home meets or exceeds the minimum criteria for the following: 2012 International Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 14.0 SEER. Duct Leakage to Outside 68.00 CFM25. Ventilation System Exhaust Only: 63 cfm, 15.0 watts. Programmable Thermostat. Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-35.0 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: 1013 Clg: 1013 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Lights andAppliance Features sagamore Beach,Ma. 888-503-2233 HomeE.wq pn�es� Percent Interior Lighting 90.00 Range/Oven Fuel Natural gas InfoC�energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric a' 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 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. Air Leakage Property Organization HERS Bayside Builders Home Energy Raters LLC. Confirmed 47 Spring Brook Lane 888-503-2233 11/23/2015 Cotuit,MA 02635 Andrew Popielarski Rating No:21314 RaterID:5363711 Weather:Barnstable,MA Builder Spring Brook 47 Lot 99 Bayside Builders Spring Brook Ln 47 C.blg Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.13 0.10 ACH @ 50 Pascals 2.92 2.92 CFM @ 25 Pascals 646 646 CFM @ 50 Pascals 1013 1013 Eff. Leakage Area (sq.in) 55.6 55.6 Specific Leakage Area 0.00021 0.00021 ELA/100 sf shell(sq.in) 0.88 0.88 Duct Leakage Leakage to Outside Units Main CFM @ 25 Pascals 68 CFM25 /CFMfan 0.0430 CFM25 /CFA 0.0367 CFM per Std 152 N/A CFM per Std 152 / CFA N/A CFM @ 50 Pascals 107 Eff. Leakage Area (sq.in) 5.86 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA 'Total Duct Leakage 0.0367 Ventilation Mechanical Exhaust Only Sensible Recovery Eff. (%) 0.0 Total Recovery Eff. (%) 0.0 Rate (cfm) 63 Hours/Day 19.0. 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 49 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 97 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. REWRate-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. stry ID Home Energy Rating Certificate Regiumber 21314 646 Rating Number 21314 Certified Energy Rater Andrew Popielarski 47 Spring Brook Lane Rating Date 11/23/2015 Cotuit, MA 02635 Rating Ordered For Bayside Builders Estimated Annual Energy Cost Use MMBtu Cost Percent 5 Stars Plus Confirmed Heating 48.8 $717 33% HERS Index: 65 Cooling 3.1 $184 8% Efficient Home Comparison: 35% Better Hot Water 13.1 $158 7% Lights/Appliances 21.3 $1105 51% Generallnformaton Photovoltaics -0.0 $-0 -0% Conditioned Area 1855 sq. ft. House Type. Single-family detached Service Charges $0 0% Conditioned Volume 20793 cubic ft. Foundation Unconditioned basement Total 86.3 $2164 100% Bedrooms 3 Criteria McChanlCdl Systems features This home meets or exceeds the minimum criteria for the following: 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, 14.0 SEER. Duct Leakage to Outside 68.00 CFM25. Ventilation System Exhaust Only: 63 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-35.0 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: 1013 Clg: 1013 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Lghts'and Appliance Features Sagamore Beach; Ma. .� 888-503-2233 Humeevergyafl�ere„� Percent Interior Lighting 90.00 Range/Oven Fuel Natural gas 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 04.5.1 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. HOME PERFORMANCE "EQ deMore Energy ENERGY 150 WITH MASS NEW Existing 130 RAT I N G Homes 120 HOMES REBATE Standard M ;00 CERTIFICATE New Home I 110 80 70. This Home - d so V65 50 4U e 30 tome Energy Raters uc 20 Zero Energy 10 Home 0 Less:Energy Estimated Annual Energy Cost Estimated Annual Energy Consumption 2=1-6`4� �86�0 2000 . _ � � 80.0- . 60.0 v, 21. 1000 ` 71' _. 11 1�5! m 40 0_y - - -- —— — a 500 20.0 0 N on on a U on on c_ c a v a }+ (0 Q ° s H s o ro Q +a H a, o a Lbo U v o 2 U = O a) = U _ O> Y on O > WI O t26 J ) Address 47 Spring Brook Lane Annual Estimates` Certified HERS Rating Company Cotuit, MA 02635 Electric(kWh): 7066 Energy Raters of Mass House Type Single-family detached Natural gas(CCF): 622 180 State Road Suite 2 upper Cond. Area 1855 sq. ft. CO2 emissions(Tons): 8 Certified Rater Andrew Popielarski Rating No. 21314 Annual Savings**: $1484 Rater ID 5363711 Issue Date November 23, 2015 Registry ID 544255646 Certification Verified " Based on standard operating conditions Rating Date 11/23/2015 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. oz�rzro l,vea�ti; o.i ivlassacizusetrs Sheet fetal �'ez z:azt Date: Perrot : 0?411 Estimated Job Cost: 15�DO .!,-Y-nall Fee: S 9 Plans Sllhllllttel1: YES 0 ,� SEP 212015 lane lervea: 1 - _\0 TOWN OF BARNS Business License Applicant Licerise Busi.less Infonnation: Pro-;)�i_v O,°n--% Jots Location Llffo-miiaila:: \am,,: VE rn on f � Name: C ree': �Jl l I'�:s4 h(CJ-r �l +G. S u ee_: ! / Aorlm /� , CIiY�OZvn: W . C �Ll�1vY 1l.Ul�'� J C1-L-"-/1 OyvP_: 47 , Tel rlorle: 5097 / 5.-A00 1 c�iephone: n liq Pl_oto i.D.re uirtd/Cop;-of-Photo I.D. atiached: -YES ;I N0 s rAf 1_iaei J-I I-un-.strlcted 1_icens _ .. J-2 tO 7`.-�i or ies sa_d � Lo 000I sq. 1L. 2-s o GQr, vs --Reside—bal: 1-2 ;ar ilv Mlult1- ai!il`:' COLQo/ i 0-:-i?ho.i1s�s thi Commercial: OfH,C.= Ret^_i1 l!dus i a 1 Educationa lnsi �_ional 0'u er SQ aare F orit,ae: Linder 1 U00 sc; ii. V over 1 0.,000 sq. R. �tLII3Dei OI�"c?Ti�S; Sheet metal wort tole completed: lei:T/Vi k: Rc110vatio- r7�r_�:C 1�/Ic"-a1 r i�rStc��LOO11T! 1ticl 8r1 Exhausi S�sL = 1� 'l alChimne"-/Vp-nt�; v P�pvld, detailed tics:;rlpT-dQn OT to be- dOnO: �. -'`" Jyuden 12-hCt fig py . INSUFRA?SCE COVEP4GE. + insurance policy or its equivalentwnich meats the requirements or NA.G.L. Ch.112 Yes ` t~o C_ I have a current liability P i I If you have checked Yes, indicate the type ofcov ;age=by checking the�appropriata bo:below: I Bond I Oth type t oe of indamnity I A liability insurance policy�-' o e Chapter 112 or the i ' OWNER'S i�,SURANCI=LVANER: I am aware tnatthe licensee does e the insurance coverag required b P3 ;:iassachusetts Genera! La.vs and that my signature on this perm it application waives this requirement { rr" Cneck One Only j I Owner Il Agent I Signature or Owner ner of O'vVi ie r_Ag_�nT B checking this bcx�: I hareby cariry that all es th^e ds aiis and in ormaucn 1 have submin ad for an -red r=Garding this application are U ua and } V and that ails; ma al;vork and installation peg nor Tied under the pe.�it issued for this zpplicat;on vri!I b= knowledge accuraia to the best of my know dg in compliance with all pe�in_nt orovi ion of ul=iv1=_ssa•.-hu=etis Building Cods and Gh==-pta;112 ofti�a General Laws. r NO Duct inspection requirad prior to insulation i7stailation: YES Pro�re��zn,��c;.ions s Date Cont 77 inal IRSPectic-I - - - - - - - - - - Cp_7ii1-rj ts I i rr y of L iczensc. I I C>_`� I •, � I I{ 0U"i "o rSDn S!gni:;ure of L is n� Cityro I P armii- ❑wUiil-;person-��s rl•:,�� LIr✓a?S� Io n_ I ' � i � I I I Inspec4Lcr Signature of remit L.pproval Fold,Then Detach Along All Perforations a;: 3 C©MIVI'ONWEALT4i3OF Ma55a kfUSE . F i sH 4€T rsE�TA���w©RKtR:lMz' ' ISSUES THE FOL�L01�tNG L}l CENSE,� Pz fiR ER I C 7�T��WH 1 TELE�Y w�� � ' , WSVERNOt WH11 ELEYPLBGANQ fi G' fw 28 U13LLAGE ,LANU tIJG ,� s W mi W EHATHaAI MA0266g4'� hut Q :.C.OMNIO.NNEALTN OF MASSACHUSETTS 9 BOARD O. a tk _ ; ` � SHE€T �1f IAL WORKERS ` �,` _ 3 �1SSUE� THE E=OLLOWSI�G �xCfENSE �s A5 ;A, hiNSl EP, UNE2ESTR1 CTED i C- ERlC T"WHfTELEY _ '� - PO BOX 248 ` 1� Z J 4,E�I Cri'ATHaM: h1A 0266, 02L8 �S CHUSETTS DRiVEJ ' LICENSE - .....Nil �7Yo F " _ 3 T - =:VJ C4ATHAhi h1A 0[co9 t = - r r O VtErti -Cov�z o _'Ba.rwsta � Regulatory Services a \��q Thomas F, Geilcr,Director Tom ferry,Building C orramissiat:er 200 Main SU•cc:t.J-.vznals, 02601 �1'S1F7.Co•evn.h<resta�ie.n_a,��s - office: 508-862-403 8 Fax: S08-790-6230 ProPerty Owt1PriM U.s Complete and S7gn 'T)E s Section �_i� ,4 $uT1der I! Y f C V\ t r— ' 7 �- ` �° � '� i Gt , 0 3.er OL�ae sabier_� property thereby a].—T- orize \.2f t LVN �- n f L Yl��--I _. to"'a Or!LL^f i7eb�r� z = rem,^ rC applie at for: o � irL� i S of (t 1 Sena-� o D ii e • Pzz-�t I�Izme � -.---- ' ZFP1-o._ ?e -�C �e1- is ng fozp eitpjesc compete the Ho me own e ts Llcerlse Ex.-mpPon FO' = on revets•e side. �:Fa r�s:o vrri r F.r rr,M iss l o td The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street;Suite 100 Boston, AM 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. _Applicant Information l \ \ \ Please Print Legibly Name (Business/Organization/Individual):�.,-)�Q,� non��1 1-TG4�� Q\ M��iNq Address: �N City/State/Zip . -mac �c�Mi�� 01��c� Phone#:� st�,) Are you an employer?Check the appropriate box:. Type of project(required): 1.�Q ff I am a employer with e 3 employees(full and/or part-time).* 7. M New construction 2 I am a sole proprietor or partnership and have no employees working for me in ❑ 8. 0 Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3F I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 Q Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole I l f j Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 130Roof repairs These sub-contractors have employees and have workers'comp.insurance.* 6.O We are a corporation and its officers have exercised their right of exemption per MGL c. 14.Q Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#l 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 the policy and job site information. Insurance Company Name: ��-� �n�t -�� Sy"(-0 r)U� �r�Q o\cw Policy#or Self-ins.Lic.#:� a L�ob� _ Expiration Date: 1 I Job Site Address:_ 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. 152,§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 certi der the pains pe!enalties ofp jury that the information provided above is true and correct. Signature: � —'t W Date: q 1 Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: r TE CERTIFICATE OF LIABILITY INSURANCE09-24-2014 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 he 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: ROGERS&GRAY INS AGCY PHONE FAX 434 ROUTE 134 GAI NoL Ext: ac o E-M SOUTH DENNIS.MA 02660 S' INSURERS)AFFORDING COVERAGE NAIC ft INSURER A:ACE AMERICAN INSURANCE COMPANY INSURED INSURER B: - W VERNON WHITELEY PLUM RING&HEATING CO INSURERC: INC&CHATHAM SHEET METAL INC P O BOX 1266 INSURERD: WEST CHATHAM,MA 02669 INSURERE: INSURER F COVERAGES CERTIFICATE NUMBER: EVISION U BER: 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. ILTR TYPE OF INSURANCE IA SR MD POLICYNUMBER (M&VDD POLICY E/YYYY) (WAI D[YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea o CLA(IOS-MADE LJ OCCUR McD EXP(Any one person) S g PERSONAL&ADV INJURY $ - GENERAL AGGREGATE S GENT AGGREC-ATE LIAiIT APPLIES PER: - PRODUCTS-COMPICFAGG S POLICY JECT LOC S AUTOMOBILE LIABILITY - OMBINEO SINGLE LIMIT $ a am ont ANY AUTO BODILY INJURY(Per person) S ALL SCHEDULED AUTOS OWNED, AUTOS pBODILY INJURY(Per accident) S HIREDAUTO NON-OWNED +PnROecEnRTY AMAGE $ AUTOS S -- --UMBRELLkLIAa. -OCCUR- EACH-OCCURRENCE -S EXCESS LIAB CLAIMS-;dADE AGGREGATE S DED RETENTIONS S WORKERS COMPENSATION X WCSTATu- OTH- AND EMPLOYERS'LIABILITY Y!N TORY LIMITS ER ANY PROPRIETORPARTNER;EXECUTP N f A E.L.EACH ACCIDENT $500,000 OFFICERIMEMBER EXCLUDED? N 6S62UB 10-01-2014 10-01-2015 (MandalorynNH) 9972L664 E.L.DISEASE-EA EMPLOYEE $SOO,000 If yes,desu�e undor DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $50D,D00 DESCRIPTION OF OPERATIONS!LOCATIONS t VEHICLES(Attach ACORD 101,Additional Remarks Schedule,I(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,Prasdent 1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION . 1 Off' OARNSTARLE Map �2 Parcel �1v2-• ��( Application "`�� g� 4:Health Division i -` i x " p e. 0,, Date Issued Conservation Division Application Fee bo Planning Dept. Permit Fee Z Z • 6b fiI V 13. Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address St�nnd, SmK Ln Village t 2 I Owner c Address P lsz_A °� t I►0- Telephone O O Permit Request o Cor4v� 41 Square feet: 1 st floor: existing proposed Ml 2nd floor: existing proposed Total new t �� Zoning District Flood Plain Groundwater Overlay Project Valuation 2L UVv Construction Type Lot Size Grandfathered: ❑Yes ANo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Z-No On Old King's Highway: ❑Yes Klo Basement Type: AFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 0 46 5— Number of Baths: Full: existing new 2— Half: existing new Number of Bedrooms: existing*5 new r Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: XXGas ❑ Oil ❑,Electric ❑Other Central Air: id Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: —�- Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes .LNo If yes, site plan review# Current Use �o-co Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER)- _- - - Name 7& C Telephone Number I- 16(4b Address �, �k q License# Ol) S�a 6VAA Home Improvement Contractor# Email '3� (_&KWorker's Compensation # ALL CONSTRUCTION DEER SULTING FROM IS PROJECT WILL BE TAKEN TO !6CL11) �✓~� SIGNATURE DATE I I� FOR OFFICIAL USE ONLY wr APPLICATION# DATE•ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION `Z� I,es So:�ros Gt�•- lG� FRAME INSULATION FIREPLACE F ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL RUILDING D.ATECLO:SED OUT ASSOCIATION PLAN NO. w 41if t DepartrnsFit of1ridustriad Accidents " Offlee ofIrwestbgCatfons ' 600 Mashingtorz Street Basta[,,MA 02111 www mass govIdia Workers" Compensation h surance AffldaNdt: B dirs/Contractors/Electrician.s/Flumbers A-ppHeant luformatioil Please Print Lep—My Name (Business/Organizaiion/iadividuai): f Address: . q5 City/State/Zip: T,r V1 AU- ��f�� Phone": `�1* Are you an employer?Check the-ipprapriate b x,- Type of project(required): 1.❑ I am a employed with 4. EYI am a general contractor and I 6• ev,,construction employees(full and/or part time).* have hired the sub-contractors 2.❑ I am a soli proprietor or partner- listed on the attached sheet. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any cap acity. workers' comp.insurance. g• ❑Building addition [90 workers' comp.insurance 5. ❑ W6 are a corporation and its .❑eq��] officers have exercised!heir 10.❑Electrical repairs or additions 3.❑ min a homeowner doing all work right of exemption per MGL 11 Plumbing repairs or additions myself No workers' comp. c. 152,§1(4);and we have no 12:❑Roof repairs insurance required.]t employees.-[No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information t Homeownm v ho.submit tiris affidavit indicating they are doing ail work and then hire outside contractors must submit anew affidavit indicating such tContractors that check this box must attached an additional'sheet showing the name of the sub-contrabtors and their workers'comp.policy information. I am an ensplayer that is providing workers'compensation inasur ance for Tny erne.loyees. Below is the policy and,lab site vz¢;for mc�ion. ; Insurance Company Name: cel�> _ y_c�, eo Policy#or Self-ins.Lic,#:_ �1 o Expiration Date: 11111 Job Site Address: C.ity/State/Zip: Attach,a copy of thewarkers' c mpens 'on policy declaration gage(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 illprisoZn ent, 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. Re advised that-a copy of this statement may be forRTarded to.the Office of Investigations•of the DIA for ni=I ance coverage verification. I do hereby cerd:y under the pains and p,ezrakdes of perYe€ry ihat fire infor rrur�*,nProvided aboi,e is true dad correel Si�lature: Date: Phone n: •- 1 Official use orrly. Do trot.wri a to ibis area,to he corrrpleted by city or fow-rr offcird City c+r Town: Perm-i'Mcense Issuing At (circle erne): 1.ward.of Health 2.Building Duel}artment 3. C ty/Towa Clerk. 4.Eled-rical Inspector 5.Plumbing Inspector G. Other Contact Person:,- Phone�: Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor et License: CS-005645 ' BRUN T DACEY PO BOX 95 A" CENTERVILLE VIA 02632 ' W Expiration Commissioner 04/19/2016 6. f 1, E Town of Barnstable. y °^ Regi:�atory Services f BnAxsrnBr�. Thomas F.Gefler,Director u1,ss. . Building Division Ton Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 I wTrv.town.b arnstable.ma.us Office: 508-862-4038 Fax: 50E--790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder ' I I, • L t ds Owner of the subject property hereby authorizeF;� ol� to act on my behalf, in all matters relative to work authorized bythis building permit application for; , " (Ad s o f Job) Signa7; e O e IV • Date Print Nance Q.FOF N!S:OwNEFP_MMSSION Subcontractor's Msurance 2012 L Pa6ecy i L Pi lrcy �1 G Ra6gey 4NG Rm11 r "•PEv +` is,.+,l. dub G®c�t�a �®c r ` � , � Ef ect� e I1ate Exlr6E are El�ectEve Qa e, —4-P atam w All Cape Garage Door 508-3984757 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 1 508-771-2900 07/01/05 07/01/13 08/16/05 : 11/13/15 Cape Concrete forms 508-922-1916 06/05/07 69/29/12 12/07/07 11/13/15 Carpet Barn Inc . 5.08-548-1443 .01/01/06 05/01/13 01/01/05 07/01/15 Chaves,Robert I 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 .06/05112 10/12/08: 11/13/15 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 12/01/15 1 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 THE GREAT POINT MODEL-COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. .................................................110 mph Q WindExposure Category.................................................................. .............................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)....... 2 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) ....................................................9<_12:12 Q MeanRoof Height ............... ....................................................(Fig 2)...................................................22 ft s 33' Q Building Width,W ...............................................................(Fig 3).................................................. 56 ft <_80, Q Building Length, L .................. ...........................................(Fig 3)...................................................56 ft <-80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4)..................................................1.00 :5 3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4)..................................................6'-8"<6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2).,.............................................................. Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q Concrete Masonry.................................................................... .. .............. N/A ................................................ 2.2 ANCHORAGE TO FOUNDATION1,3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)............ ...... 321, Q...................................... Bolt Spacing from endfjoint of plate ............................(Fig 5).........................................12 in. <_6' -12" Q Bolt Embedment-concrete.........................................(Fig 5)..................................................7 in. >7" Q Bolt Embedment-masonry.........................................(Fig 5)............................................ in.>_ 15" N/A Plate Washer...............................................................(Fig 5)...............................................?3"x 3"x'/<" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)..................................... Q Maximum Floor Opening Dimension...................................(Fig 6).................................................10-3 ft<_ 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 Loadbearing Walls or Shearwall................(Fig 8)...........:........................................—ft :5 d N/A Floor Bracing at Endwalls...................................................(Fig 9)....:............................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)..................................... Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).............................8 ft_:5 10' N/A Non-Loadbearing walls................................................(Fig 10 and Table 5)...............................8 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in. <_24"o.c. Q Wall Story Offsets (Figs )............................................ f AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls......................................:.................(Table 5)..........................................2x6-8 ft 2 in. Q Non-Loadbearing walls................................................(Table 5)..........................................2x6-8 ft 2 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 11)................. ............................14 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. ..(Fig 11)..........................................:................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6),........................................8 ft Q Splice Connection(no.of 16d common nails)..............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8).............................. .............................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 0 in.<_11, Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.<_11' Q Full Height Studs (no. of studs)...................................(Table 9).............................. ..............................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................:........................8 ft 0 in. <_12, Q Sill Plate Spans...........................................................(Table 9).................................._ft_in. <_12" N/A Full Height Studs(no.of studs)....................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W Nominal Height of Tallest Opening2 '- " Sheathing Type..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 10).....................................................12 in. Q Shear Connection (no. of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10)......................................................21% Q 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 SheathingType..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11)................................:.....................21% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ................................................... (Figure 19)...............2/3 ft<_smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear...............................................(Table 12)................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T= plf N/A Gable Rake Outlooker......... ............................... (Figure 20).............. ft<_smaller of 2'or L/2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no. of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... .................. ...........................5/8 in. >_7/16"WSP Q Roof Sheathing Fastening ............... Table 2 ...........................................................8d Q THE GREAT POINT MODEL—COTUIT MEADOWS, MEETS THE CHECKLIST IN ITS ENTIRETY, (THEREFORE THE FOLLOWING_NOTE APPLIES:F N otes: 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(7s0 CMR 5301.2.1.1)1 '-WHEN THE EDGE RESTS ON F►MING US£Sd NAIS .. ATBba ..�_..N-----rr. -- 11 11 11 11 11 1 11 11 1 1-I 71 11 11 1 11 II 11 11 11 II 11 11 11 11 11 1 M 1-1 .SL 11 11 1 D ; 7 11 11 D 11 11 1 Il 11 Ir m u ii a 1 I I II n Ir g 1 Q ' Ir � �7 11 O. 1 11 1! 0 11 1I 1 W ii IJ Ir W 11 ii g 1 I! i1 I! a Ir W 1 II Q 11 it W 1 li II 11 1 1-0 t �11 11 rl 11 I •� 11 1 U���_-�l l} I I ll 1 11 71 1 06U6LE EDGECWG �l NAILSpACING � 1 PANEL_ a Y� See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment I ' AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 a ¢=N e i 1 1 , 1 1 a C14 eI I1 FRAMING MEMSERS ti1J1 i i 1 EDGE WONEDIAT£ 2 1 1 1 1 STAGGERED ML PATTERN -9 PANEL PANEL EDGE DOOM E MAIL EDGE SPAMG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment { Regis Home Energy Rating Certificate Rating Nu b r Certified Energy Rater Chris Mazzola 47 Spring Brook Lot 99 Rating Date 06/26/2015 Cotuit, MA Rating Ordered For Estimated,Annual Energy Cost Use MMBtu Percent. 5 Stars Plus Heating 47.4 8% Projected Rating HERS Index: 63 Cooling 2.6 9% Hot Water 5.1 17% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 19.1 64% General Information Photovottaics -0.0 -0% Conditioned Area 1855 sq. ft. House Type Single-family detached Service Charges 2% Conditioned Volume 20793 cubic ft. Foundation Unconditioned basement Total 74.2 100% Bedrooms 3 1. Criteria /V�eChanlCal System_ s Features This home meets or exceeds the minimum criteria for the following: 2012 International Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Heat pump, Electric, 2.35 EF, 50.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 72.00 CFM25. Ventilation System Exhaust Only: 49 cfm, 6.0 watts. Programmable Thermostat Heat=No; Cool=No Building Shell',1=eatures Ceiling Flat R-38.0 Slab None Seated Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-38.0 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Energy Raters of Massachusettes Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper Sagamore Beach MA 02562 Lights and Appliance Features 508-833-3100 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. I TempParcelEdit Page 1 of 1 r jda....,r„. �rav/cr'F,r h.Y"x.x�%.. .iw.x •... x .. ... ., ��'u.nrvm. «,��.»aY Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 099 Street Number: 47 Unit: 1777 Dev Lot. I.L.-OT-99 Road Name: ISPRING BROOK LANE T/R: l... Sec. Road: T/R: Villlage: 07 - CotUIt Part of M/P: MAP 002 PCL 002 ................ __..__.__._._.._, _...... .._.. Plan Ref: JPLBK 617/69-75 (APP 7-62) _ II Date Added: Updated: ��l�Jpdat�° ®$eJete� ,' A�dtlAnother� httn-//i.q.nl2/Tntra.net/Prondata/TemnPareelEdit.asnx?ID=Add 1/16/2008 1 _ . M V N 0 La Lo Isl IQ _ - :- J n L9 } W L � V 0 q w ul 4 TS y D FRONT ELEVATION zIA -► o ' - . k. SCALE: 1/4" = 1'-0n W �•• " r;A iSETECTO$t REVIEWEL? �"' zi W _ m O _ 19 '7)t� L� _ F c BUIIDIN DEPT. DATE R M a x FIRE DEPARTMENT DATE BOTH SIGNATURES ARE RZOuIRED FOR PERMITTINGLU W _ C] - _ 3 N�. w z LU LU tu ® ® Itl Lu LL U D 11 i BNEET L_—__J REAR ELEVATION J� SCALE: 1/4'1 I'=0" f� r JOBS 150" DRAWN BY: KW 1 DATE: 6/1 V15 a . V o w Q m i■r .. Q -77 9. 0 El i' m RIGHT ELEVATION SCALE: 1/4" 1'-0" M IL LU 77 LU / - - Z W - U 3 � z #w - Q E ® U J{— tu J to tWi �U L———i LEFT ELEVATION SHEET SCALE: 1/4" 1'-0" A2_ JOB: 1508 D BY: KW DATE: 6/18/15 BUZ 14'-W - 12'-6' 15'-0". 14'-W . l Ip_2 Os BON TW 2 10-2 O NDR" 97 3/8'x61 7/B° :m 4 .� 60 1/8 60 7/8° n in Ile, Z Q IVAUxu BREAKFAST � � I — � t (3)2x10 MDR � p OAK p 1 m , 2 I I ON" Will TRA Y CEILING li — _ o II 12'-8' VAULTED S SUITE BEDR�� #2 II tTyGARPET (3) 11 7/ VL DR E I �H I �y In z o f n _ I I tr C] PN TW 24M0-TMP I I I I® ® o I m I _ I 30 1/8'x60 7/8' PN i i I i DW o 'o! 13'-10' VAULTED CEILING p 2� I Tw 24410 ;I ;I GREAT ROOT"I ® . O lV5 bj >_� KITCHEN - OAr MCI 30 1/8'x6o 7/e° // f�, i II aQ OAK OAT/ m� (3) 2x10 N 2 DR � 3Q HDR - .o � —1 P I TILE REFso36 I � Q ® m I 0 2A ® I I o c e I (2)ib' LVL RIDGE ABOVE I I I (MAST - i -- - - Pu ----- w o BATW I494 J h s TILE oAK �� PU m .PLANTER ABOVE 32 ——— j ———— _——— — — —— tV NowO ® 6ABOVE ® OPEN ABOVE 6 LINEN _——— ——_— VAULTED CEILI 5Q FOYER OAK 2fc OAK TW 24410-TMP 10'-10° IW. T-b° Ill-W i� 8'-4°.- - 14'-2' O �? - m ® VAULTED.GEILIN6 3Q t 12'-8' VAULTED 30 1/0'x60 7/50 m yf CARPET LINEN UPPER a In INK .. PN i BEDROOM #3 i m M m SNELV CABINETS m w f r O OAK DN. I N I TV I 1 m 2 2� o I I cr i i�4 3) 2x10 NO - 9 LITE 1 , O I (3)2x10 HDIR mm .I x � V Lu O nr W oc.l ' m N nCkcn Lu Q 1' EARLY ENTRY # w JOINrCTTrP. ION TW 24410 ~F Q �+ 50 VB'xW 7/5' U J TW 24410 .4' E 5LA5 a. (L PI (WARD DOOR - 30I/8'x60'7/B" I ,w Q LL V i a O I A r J 7xI oA. DOOR W/?RANE'N1 SHEET (3) tl 7/B' A TW 24310 1 . . 30 I/8"x45 5/4' - 3 _ 14DR 3'-9° 7'-3° 7'-3° FIRST FLOOR PLAN 22-0' JOB: 1508 .':12'-0" . - 7,_6° SCALE: 1/4" �m I'-0° DRAWN SY: KW DATE: 6/18/15 i 14'-0o 16' BILC.O I I • BULKHEAD A- ���. i i 5 N O p I Now ----- I o I I L J INSULATEDwar STEEL DOOR — — — —— — •� J I I � I I ,., I 1■■1 I 1WALK-OUT I I V L j3ASEMENTI I w I o 1 3 /2' CONC. SLAB I ' I - - (3) 9 1/4' LVL's FLUSH 2 CIL � I 2x10'a� 1J 2x1de 2x10'a I I M q h i 10O.C. vi 1 0O.C. p ® 16'O.G. i ib'O.G. ( I m (3) 9 V4'.LVL'e FLUSH is 1 In 4b m y L-5 I III •• (3) 9 1/4' LVL'a FLUSH n S,GIRDER I 1 8 DIA. STEEL COLUMN ..., I �•, I �' 1 'n �+ I 30�X30'x120 CONCRETE PAD TYP. I I O r o I 1-.— — — eM PKT UP ---- 8'xT-9" CONCRETE WALL I a . -1 BM r 10'xl64 CONTINUOUS FOOTING L..__ PKT ' I L J w :. 8'x3'-9' CONCRETE WALL I — —— ——————————— Z 10°x16' CONTINUOUS FOOTING I - I 1 LU . tu lu Z 1 I Lu Q I GARAGE 0. I 4° CONCRETE SLAB I I D �- tu I ` I SHEET DROP WALL UNDER SLAB AT DOOR I ' I - - - - -- A4 - --__ _ 1'-9° 18'-6' ]A._q FOUNDATION PLAN JOB: 1508 @'_°` 7:-6u 14'-6n ° n I'-O" DRAWN$Y: KW SCALE: 1/A DATE: 6/18/15 0 RIDGE VENT 2x12 RIDGE BOARD ASPHALT S14INGLE5 is�!'i'I 5/8' GDX SHEATHING w U IIM! R30 F.G. INSUL. W 2x4 JOB TRU55 9 ea 2x8's @ 16 O.C. a 6 e 12 �-CONTINUOUS WALL 6 Oc MAINTAIN AIR SPACE 9 MASTER BATH ABOVE PLANTER TO R30 F.G. INSUL IA VAULTED CEILING - GLOSET GLAUNDRY - - II���CCCON VENTING DRIP EDGE F - BEYOND I ix8 FASCIA ix4 SECOND MEMBER ALUMINUM GUTTERS @ DOWN SPOUTS 36" SHEET ROCK FRIEZE BOARD AND MOULDINGS M PLANTER ABOVE COLUMNS o ee i m(V - 0 i - 2z6 EXT. STUDS @ 24' O.C. �i tv RI9 F.G. INSUL ®® 6 o 1/2" PLYWOOD SHEATHING TYVEK WRAP CEDAR CLAPBOARDS IN FRONT _. w W.C. SHINGLES SIDES 6 REAR dil �3/4" T*G PLY. SUBFLOOR P.T. 2X6 SILL + SILL SEAL 2z10's @ 16 O.C. 10 RI9 F.G. IN5UL 3-LVL's 3-2x12 GIRT II 1/2' LALLY `IFII�I 1-T COL MN IFL�.I .. 5'-7" W-7" 5�-10 5'-10" 8"x7'-9' CONC: WALLS - DAMP PROOF BELOW GRADE 3 1/2" SLAB - w 30° # O wJ � w SECTION "A" p SCALE: 114" = 1'-0" v p SHEET A5 JOB: 1508 DRAWN BY: KW DATE: 6/3/15 _ a x � a h a (3)9 1/4' LVL'e FLU514—�C4ell ^ - 1 2) I6' LVL - _ — — — m b i(3) q 1/4' LVL'e FLUSH I r_ r (3).q 1/4° LVL'e FLUSH - � I ,� 1 a ~ FIRST FLOOR FRAMING PLAN ROOF FRAMING PLAN in SCALE: 1/4" 1'-O" = SCALE: 1/4" - 1'-0" so NOTES O - +ALL RAFTERS 2K10'e AT 16'O.G. UNLESS OTHERWISE ER FRAMING s ALL V L VALLEYS LAYOVER FRAMING BELOW 12 12 qF,7. Q9 12 12 w qF' Qq V Z W Q 3 S,o W �-C] �`Q tiq a #W O N r wit w 12 w � q� Qq IL U tN TA 12 qF' 1Qq ROOF PLAN SCALE: IM" I'-0" SHEET A(o JOB: 1505 DRAWN BY. KW DATE: b/18/15 i N . M EXTEND HDR TO CORNER 2x6 DEL TOP PLATE N RAFTER ® 16" O.C. O Lo FULL HGT. STUDS ` la rrW JACK STUD "e W� IN�IR��v/ � loom O NAIL TOP PLATE �,� ° TO BTP'I OF HDR ax APPLY SII"1PSON MSTAI6:CONNECTOR ° o FI2.5 ® EA. RAFTER W/`2 ROWS OF 16d NAILS ON THE INSIDE FACE OF HEADER °� W Lo ® 3" O.C. 1 TO EACH JACK STUD ..j js STRUCTURAL PANEL HEADER °° TOP PLATE J !; NAILED 8d COMMON 5,31 CONTINUOUS HEADER - o c M 0'3" O.G. EDGE AND FIELD _°�. CORNER TO CORNER I W OVER MULTIPLE OPENINGS 0 np W Ya f: 1" DOOR TRIMMER STUDS - RAFTER TO PLATE CONNECTION SHEAR WALL COMPLIANCE. O SCALE: N.T.S. w 2- 5%8"- ANCHOR BOLTS II ~ `+ w/ 3°x3° PLATE WASHERS '� W= 21% OF EACH WALL RUN -EACH NARROW WALL SECTION II VERTICAL SHEATHING WITH Q- W 0 8d NAILS 3" EDGE/12" -FIELD 11 4i O t (A)16d NAILS PER FT BOTTOM PLATE DOUBLE ROW 11. STAGGER NAILINGIm L- 21% OF EACH WALL RUN INTO BOTH PLATES 2x6 DBL TOP PLATE VERTICAL SHEATHING WITH Sd NAILS 3" EDGE/12" FIELD' h ', (4)16d NAILS PER FT BOTTOM PLATE ' VERTICAL , STRUCTURAL PANEL k s"'v ll IW NAILED ed COMMON NARROW WALL BRACING AT GARAGE DOOR AND 2" IN EDGE FIELD �m' Z O SCALE: N.T.S. 5 O m a VERTICAL DOUBLE ROW STRUCTURAL PANELS STAGGER NAILINTIF- BREAK ON SECOND FLOOR ' INTO BOTH PLATES RIM JOIST a 2x6 DEL TOP PLATE - s w IM — u N x z SECOND FLOOR A (() H VERTICAL S. VERTICAL - 11-� STRUCTURAL PANEL - r STRUCTURAL -PANEL r' - SEE: 0 -NAILED ed COMMON NAILED 8d COMMON - -*+.', - `N^ ® 5" O.C. EDGE '® 3"O.C. EDGE AND 12° _IN FIELD AND 12" IN FIELD } _ # W Q r i r lil - }- VE Lu DOUBLE ROW n`afI 1 , g,;� DOUBLE-.ROW t,�1 _ ' '^ �M u STAGGER NAILING {`^'I`� ", STAGGE ', '_na INTO BOX.AND SILL •c _��. A,� "s INTO BOX D SILL TAY OR ".w �r I II T\ II II SHEET II / / II II it it OFULL HEIGHT SHEATHING —SINGLE FLOOR FULL HEIGHT SHEATHING MULTI FLOOR SCALE: N.T.S. SCALE: N.T.S. JOB: 1508 DRAWN BY, KW DATE: 6/15/15 Foundation Certification in Barnstable, MA Prepared For : 47 Spring Brook Lane (Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-099 Baxter Nye Engineering & "Surveying Zone X (unshaded) ® FIRM Community Panel Number 0250001 0539 J 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 Hyannis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 y Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page 282 Scale : 1" = 20' 07-29-2015 Job Number: 2005-214 co co �. o a _ � L=27 p2� .44*, i S.7 ,�57 " N 67.82, e 22.0 w .� N U Q 10.5 0 23.5' N Z N/F COTUIT EQUITABLE HOUSING, LLC in W DEED BK. 21804 PG. 41 ui 0- PARCEL ID: 002-002-098 to O EXISTING o FOUNDATION #47 to LOCATED 07-27-15 "� 3 o �t O) N 15.0 00 0 ' o M I � i 4.T i. 4.2'o 'O o 4.5' o 10.5' ri: c4 10.5' Z .2 LOT 99 0 "OD 9,568f S.F. Ln 0.22f ACRES � J , Vi J C3 N/F DENNIS & LINDA CAHOON DEED BK. 28213 PG. 173 PARCEL ID: 002-002-100 68.12' N 85'46 01" W OPEN SPACE PARCEL ID: 002-002-340 I CERTIFY THAT TO THE BEST 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 -�N"OF ASS BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO qc9 Z SHANE G PREIMETER MONUMENTS SHOWN PER EXHIBIT "A (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A g M. SPECIAL FLOOD HAZARD AREA. U MALL( THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. 10 No.48687 4N FESSx�y Q 0 SU9q O REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE Foundation Certification in Barnstable, MA Pre pored For : 47 S ring Brook Lane Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel:. 002-099 Baxter Nye En ineerin & Surveying Zone X (unshaded).® FIRM Community Panel Number 0250001 0539 J y g g y g 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 Hyannis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Y Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 IF Minor .Modification No. 1 ® Deed Book 22249 Page 282 Scale 1" = 20' 07-29-2015 r. Job Number: 2005-214 00 Z Sph,INC -111? 0OA- ,�,t r R=151 5 �i L= l �27.02� ,`�'G 22.0 Ld 04 U ' - Q V) 10.5 0 23.5' CV w N/F COTUIT EQUITABLE HOUSING, LLC in DEED BK. 21804 PG. 41 � 0 PARCEL ID: 002-002-098 EXISTING b FOUNDATION #47 (6 . LOCATED 07-27-15 3 o � 0) N b 15.0' 0) ►�°I 0 /1 4.7' r. 4.2'o '° 4 14.5' o 10.5' nr 10.5' N Z 2 LOT 99 N 9,568t S.F. J 0.22t ACRES ;o N/F DENNIS & LINDA CAHOON DEED BK. 28213 PG. 173 PARCEL ID: 002-002-100 68.12' N 85*46 01" W OPEN SPACE PARCEL ID: 002-002-340 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 OFSSq BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO � SHANE �" GN PREIMETER MONUMENTS SHOWN PER EXHIBIT A�� (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A M. SPECIAL FLOOD HAZARD AREA. z -� 0 MALLON THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. No.48687 ss .o9oF `o��y �`► Z4 SURD y�0 Np E REGISTERED PROFESSIONAL LAND SURVEYOR - BAXTER NYE ENGINEERING & SURVEYING DATE GENERAL.MOTES: 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: SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). ►� -------------- SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE 0 0 WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED v OUT 7 HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS Z =54.09 „ PROTECTION ACT REGULATIONS (310 CMR 10)." LOT 92 SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP OT 91 MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." G - G I SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER =53.66 G � ,.-'"� 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) LOT 90 SITE IS WITHIN A STATE APPROVED ZONE If GROUND WATER SMH #46 RECHARGE PROTECTION AREA S SOR�35 p.�jN W n INV OUT -52.89 � s ,� w �- c _ a151.5�q' 0 S ----.elm - CONSTRUCTION NOTES: � Y7 0 L" 6t.00 O 3 LOT 98 x \�S /� O ® 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE 619 CLEAN \ SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 60.75 � ' � OUT , S R S �� 9 4 L P 4+ 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. 62 - 60.75 ', �. C st S 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM \ x � P a S G� 61.1 toc _ THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, 01 o v� cn 8t 357 .1 60.78 S I c " 67 8Z? E, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 3. SEWER BUILDING CONNECTIONS: 3 - MIN. COVER SHALL BE 3 FT.(, ' s3.o g ��, so o „ �o S8, r C - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES 22.o s3.1 _2p x ,r' AS REQUIRED BY BARNSTABLE DPW. GARAGE SeTeACk'; LOT 100 MINIMUM SEWER SERVICE CONNECTION SLOPE. SHALL BE 2.1Z. SLAB N o � CINE\ f VEGETATED 12" - �\ I 63.183 62DEEP RAIN N L_ O,'H 0>d GARDEN (125 �\ t 5' C.F. STORAGE) 63. - - -- - 12.0 G B . 62. I TOP-61.0/ T 217 63.25 j Ui INV 63.5 7.5 ,�' I BOTTOM=60.0 VEGETATED 12" Cotult Meadows Subdivision DEEP RAIN PROPOSED HOUSE ^ v 62.5 I GARDEN N �, FF 65.5 3 a I Cotult Barnstable, Massachusetts C.F. STORAGE) ' N 6 a� i TOP=61.75/ �,'' N a T PREPARED FOR X2.5 BOTTOM=60.75��- 15 67' 63.5 a COTUIT EQUITABLE HOUSING, LLC �' Ra 62. 4.6 _ '� RD p 63.0 3.9 5 ' P. 0. Box 95 RD � p � RD 1, 3 y I o D' f LOT 99 63.4 Centerville, MA 02632 'I� �: 91568f S.F. I J 63.0 0.22f ACRES Z I, Site Plan 63.0` -Cr , RD 3.5 Lot 99 ~ 47 Spring Brook Lane 63,15 163.5 I BAXTER NYE ENGINEERING & SURVEYING �\ x C�L\NE \\ x Registered Professional 1d SON, s8.12 `W 85'46 0 W Engineers and Land Surveyors 1 � OPEN SPACE 78 North Street, 3rd Floor,Hyannis,MA 02601 H OF kfg88'c PROVIDE (1) 6' DIA. X 6' ', Phone - (508) 771-7502 Fax - (508) 771-7622 o MATTHE=W tiGa DEEP LEACHING BASIN W'/ 1' W. STONE SURROUNDING (OR it Ca®� � ALTERNATE EQUIVALENT VOLUME OF 289 CF) CONNECT i 20 0 20 40 , No.43183 ALL ROOF,;DOWNSPOUTS TO LEACHING BASIN SCALE IN FEET F . SCALE: 1" = 20' DA 06-2 -15 a g ry REV. DATE. REMARKS N ti L0Tm99 VIYfW NUMM a N 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214 o� J fie°V`'