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HomeMy WebLinkAbout1815 OLD STAGE ROAD l I5 OIL L 4 vZ i i t �m ® 5 ; UPC 12543 No. 53LOR Mna+,e...e ero t nl� Nose - doi�_ ��� �� i ..._, , .. .�. - - - -__=s��. y Town of Barnstable `Aet p Building Department-200 Main Street i679. `00 0tf°MA+° Hyannis, MA 02601 ;\ Tel. (508) 862-4038 Certificate Of Occupancy r Permit Number:, B-2015-02736-1 CO Issue Date: 7/25/2016 Parcel ID: 152-036-001 Zoning Classification: RF Location: 1815 OLD STAGE ROAD, WEST Proposed Use: BARNSTABLE Gen Contractor: ROBERT M RYLEY Permit Type: Residential - Comments: t'j 7 A Building Official Date: TOWN OF BARNSTABLE Building �tME 201502736 + BARNSTABLE, ; Issue Date: 06/01/15 Permit y MASS �j 1639• Applicant: ROBERT M. RYLEY Permit Number: B 20151345 Ark p�.I A Proposed Use: Expiration Date: 11/29/15 Location 1815 OLD STAGE ROAD Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 152036001 Permit Fee$ 484.50 Contractor ROBERT M.RYLEY Village WEST BARNSTABLE App Fee$ 100.00 License Num 003268 Est Construction Cost$ 95,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW RESIDENTIAL SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: JENKINS,JAMES A BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 227 PINE ST INSPECTION HAS BEEN MADE. WEST BARNSTABLE,MA 02668 c� Application Entered by: RM Building Permit Issued By: ILA /t'Jr"�_��"Z THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. s MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: I.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(asset forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 s r� v n rear( d� 2 8jC NR y/iq/« evc`'&' 2 � �('((v ` 2�`�� I 3 1 Heating Inspection Appfovals Engineering Dept Fire Dept L,LjT &&,-,gt49d Fi,42 2 H Ith �l�_(�3 i Home Energy Rating Certificate Regiumberstry ID 17115 091 Rating Number 17115 Certified Energy Rater Andrew Popielarski 1815 Old Stage Rd'_ Rating Date 7/13/2016 West Barnstable,MA 02668 Rating Ordered For Habitat for Humanity Cape cod Ni **WWW Estimated,4nnudl'Energy Cost Use MMBtu Cost Percent 5 Stars Plus Heating 7.3 $395 188% Confirmed HERS Index:9 Cooling 1.5 $79 38% Efficient Home Comparison:91%Better Hot Water 2.6 $139 66% Lights/Appliances 13.0 $704 336% Generallnformation Photovoltaics -20.5 $-1106 -528% Conditioned Area 972 sq.ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 7773 cubic ft. Foundation Unconditioned basement Total 3.9 $210 100% Bedrooms 2 Criteria McChanlCal Systems Features This home meets or exceeds the minimum criteria for the following: Air-source heat pump: Electric,Htg:9.7 HSPF.Clg: 17.0 SEER.. 2012 International Energy Conservation Code Water Heating: Heat pump,Electric,3.39 EF,50.0 Gal. Duct Leakage to Outside 36.00 CFM25. Ventilation System Exhaust Only:77 cfm,23.0 watts. Programmable Thermostat Heat=Yes;Cool=Yes Building Shell Features Ceiling Flat R-60.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value:0.300,SHGC:0.290 Certified HERS Rating Company Above Grade Walls R-23.0 Infiltration Rate Htg:361 Clg:361 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 Electric Info@energycodehelp.com Percent Exterior 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.m 1985-2014 Architectural Energy Corporation,Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. } Y 2012 IECC Certificate 1815 Old Stage Rd.,West Barnstable,MA 02668 Building Envelope Insulation Ceiling R-60.0 Above Grade Walls R-23.0 Foundation Walls R-0.0 Exposed Floor R-30.0 Slab None Infiltration Htg:.361 Clg: 361 CFM50 Duct R-6.0 Total Duct Leakage 36.00 CFM @ 25 Pascals hWindow Data U-Factor SHGC Window 0.300 0.290 Mechanical Equipment ASHP: Electric, Htg: 9.7 HSPF. Clg: 17.0 SEER. DHW: Heat pump, Electric, 3.39 EF, 50.0 Gal. Builder or Design Professional Signature sQrxs�rew Pop%e/u1S�% REM/Rate Residential Energy Analysis and Rating Software 04.5.1 I h � Air Leakage Property Organization HERS Habitat for Humanity Cape cod Home Energy Raters LLC. Confirmed 1815 Old Stage Rd. 888-503-2233 7/13/2016 West Barnstable,MA 02668 Andrew Popielarski Rating No:17115 RaterID:5363711 Weather:Barnstable, MA Builder Old Stage1815 Habitat for Humanity Cape cod Old Stage 1815 C.blg Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.13 0.10 ACH @ 50 Pascals 2.79 2.79 CFM @ 25 Pascals 230 230 CFM @ 50 Pascals 361 361 Eff. Leakage Area (sq.in) 19.8 19.8 Specific Leakage Area 0.00014 0.00014 ELA/100 sf shell (sq.in) 0.64 0.64 Duct Leakage Leakage to Outside Units Main CFM @ 25 Pascals 36 CFM25 / CFMfan 0.0360 CFM25 / CFA 0.0370 CFM per Std 152 N/A CFM per Std 152 / CFA N/A CFM @ 50 Pascals 56 Eff. Leakage Area (sq.in) 3.10 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0370 Ventilation Mechanical Exhaust Only Sensible Recovery Eff. (%) 0.0 Total Recovery Eff. (%) 0.0 Rate (cfm) 77 Hours/Day 10.0 Fan Watts 23.0 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 32 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 '64 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 04.5.1 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. 1, M d O O d T ° n m $/yf O db Z D N c) N o � � O O O O d 7 OHeatingIDrn d rn rn 3 oN N , Cooling lti 3 N �j a ati T 01 o iv' n N X •1 116 2 a tA Water Heating y ' rn � O a 3 V m n O /Ty m C z o a I'. S Lights&App A M rn c rn � dA z 3 m d D D Photovoltaics O d y d C fl m C K w . rn A n ^ N `D n ao 5 3 ^, Service Charge d N n z m f D ?. x w ° ro i 3 N C A N '�^ Y. . o= 2 o o° v N w O G f mom' m3 m(c o m a Total m - m s w' < x = _ i � e�o _. 3 ? MMBtu/yr o o x o® 7 ro n ov'�oS�oy�oin 3 .o n o` O0000000 m m d � o� �• v c Heating m rn z 3 s d A N Cooling m in w d im a c .d. > > >uo .. a , g a o D ^x d ' Water Heating g a l a g p '^ Ptl y rp w l w m N o c o 3 Lights EtAPp r rn N c, d o � � @ -' Photovoltaics o ° 3; Total TOWN OF BARNSTABLE BUILDING-PERMIT APPLICATION. Map i c Parcel-63 Application'# Health Division Date Issued ✓�' :� Conservation Division Application Fee Planning Dept. Permit Fee 2 •�� Date Definitive Plan Approved by Planning Board O� Historic - OKH _ Preservation / Hyannis Project Street Address 1 (S A\A 4 — Village Owner t ` 4 Address fy1(.,'—A gN\0, J,4 PD(+. Telephone Shr- '31oa- 3559 ` Permit Request (A S ()LI VJ �n P� SvAepi !AA 4 es W rh bAtt°S f w� MO u/1 w W Q W)ie_ 1 4 f �12 QI 1�o i—lltio F�Csl Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay A2 JA_ Project Valuation o Construction Type Lot Size N i Pr Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 1 Two Family ❑ Multi-Family (# units) Age.of Existing Structure Loe4/ e.0 Historic House: ❑Yes 1�No On Old King's Highway: ❑Yes XNo Basement Type: ❑ Full ❑ Crawl --II 0 Walkout ❑Other Basement Finished Area (sq.ft.) N 1 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: ic existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric I❑ OtherAlin Central Air: ❑Yes ❑ No Fireplaces: Existing_A)tNew 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: Ow Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ O Commercial n❑Yes No If yes, site plan review # 07 O Current Use S"'Ad un Proposed Use 2 ~' 0i APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Anson Ed (�,nb5 1-f1t . Telephone Number 5(A- a37-3 0-1 Address 75M NhaM Sit- License # moaq`` 0 oo: S TA ta-�'K Home Improvement Contractor# Email eASoV('.r N_CtA • LOrn Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Z 116 FOR OFFICIAL USE ONLY + APPLICATION # r DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: r FOUNDATION jE FRAME r INSULATION " FIREPLACE F ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL i F'- GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT F. "" ASSOCIATION PLAN NO. r The Commonwealth of Massachusetts Department of Industrial Accidents y,� I Congress Street,Suite 100 Boston, MA 02114-2017 www.mass.govli is NVorkers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PER,NIITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): a 64-C !,--- Address: 31 Ma;01 SA. City/State/Zip: l � S 3 Vi Phone 6 9LI- 79 T 1 Are you an employer?Check the appropriate box: Type Of project(required): r 1. am a employer with 1employees(fill and/or part-time).* 7. New construction 2Q I am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required] . ' ; 9. ❑Demolition 3.CJ I am a homeowner doing all work myself.[No workers'cbdtp.insurance required.]t 4.❑[am a homeowner and will be hiring contractors to conduct all work on my property. [will 10 Building addition ensure that all contractors either have workers'compensation insurance or are sole I l.Q Electrical repairs or additions proprietors with no employees. 12.Q 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. . . i 1 l 6.Q We are a corporation and its officers have exercised their right of exemption per MGL c. 14. Other A`VPQ: tj n 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information_ V 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: 0 �t1� 1IA S,U CIAA LQ_ Policy#or Self-ins.Lic.#: R a w L ln 3 3 3 Expiration Date: C Job Site Address:_06(s Ock Q��. Q City/State/Zip: Attach a copy of the workers'comiensation policy declaration page(showing the policy number and expi .ation 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 certify under the pains and penalties of perjury that the information provided above is true and correct Signature: A . - Date: i Phone#: &c.� Official use only. Do not write in this area,to be completed by city or town offtciaL 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#: 'J Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS490293 JASONDSTOO �� -64�:, 120 CHASE ST ANM MA 03'601,�'-1��: Commissioner '.` Expiration 04/28/2016 .:.. ���C (•/fFI/f/IIPIrfI'f.Yf���t��-/LlfiJ(IrIIrIJP�IJ' � . Office of Consumer Affairs&-Business Regulation OME IMPROVEMENT CONTRACTOR - q =' egistration: 160360 Type: 4 piration:: -7/16/201.6. DBA E2 SOLAR f J. STOOTS 831 MAIN•ST DENNIS.MA 02638 Undersecretary 4A 11 JASON STOOTS. President - Irinc l Photovoltaic Installations 831 Main Street(Rte 6A) - Dennis MA o2638 cell:508.237.3892 office:508.694.7889 fax-508.694.7886 www•e2sohvcapecod.com. jason@e2solarcapec:od.com bl use only _ i1 istration valid for indiwd n� ' License or xeg iration date. If found return to* lahon �t before the exp and Business R I; t Office of Consunier Suite 5170 10 park Plaza- Boston,WIA 02116. of vali without signature • t _ I 1i R THE EXPRESS WARRANTIES CONTAINED HEREIN ARE IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY, HABITABILITY, OR FITNESS FOR A PARTICULAR USE OR PURPOSE. THIS LIMITED WARRANTY EXCLUDES CONSEQUENTIAL AND INCIDENTAL DAMAGES AND LIMITS THE DURATION OF IMPLIED WARRANTIES TO THE FULLEST EXTENT PERMISSIBLE UNDER STATE AND,FEDERAL LAW. i 10. ENTIRE AGREEMENT, SEVERABILITY, AND MODIFICATION This Agreement represents and contains the entire agreement between the parties. Prior discussions, verbal representations or written memoranda of any kind by Contractor or Owner. that are not contained or referenced in this Contract are not zr• prart- of this Contract. In the event that any provision of this Contract is at any time held by a Court to be invalid or unenforceable, the parties agree that all other provisions of this Contract will remain in full force and effect. Any future modification of this Contract must be made in writing and executed by Owner and Contractor in order to be valid and binding,upon the parties. II i r The parties have read and understood, and agree to, all the terms and conditions contained in this Agreement. I Date Jas toot for E2 Var Inc, Contractor r i IOU Date Vi toria Goldsrp-i Habitat for Humanity Cape Cod u I p Photovoltaic Contract Page 8 of 8 E2 Solar Inc.,Contractor Habitat fur Humanity Cape Cod,Owners 1/25/16 f Client#: 18348 2E2SO ACORD. CERTIFICATE OF LIABILITY INSURANCE' r DATE(MWDDNWY) 1/29/2016 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 endorsemengs). PRODUCERCONTACT- Dowling &O'Neil PHONE Insurance Agency Arc No Ert:508 775-1620 ,NI I: 5087781218 g y A/C E-MAIL 973 lyannough Rd., PO Box 1990 ADDRESS: Hyannis,MA 02601 INSURERS)AFFORDING COVERAGE NAIC It INSURER A:Acadia Insurance INSURED INSURERB:Union Insurance Company E2 Solar,Inc. Jason Stoots INSURER C: 120 Chase Street INSURER D: Hyannis,MA 02601 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL UB LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MNWDY EFF MMO/LIDDY EXP LIMITS A GENERAL LIABILITY CPA033453215 /22/2015 04/2212016.EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAEMISES EaE�rrence s250 000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $2,000,000 POLICY PRO LOC $ B AUTOMOBILE LIABILITY MAA033967115 /22/2015 ON221201 cE..d,D SINGLE LIMB S1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED 1XX SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIREDAUTOS NON-OWNED PROPERTY DAMAGE $ Per accident A X UMBRELLA B X OCCUR CUA033453415 /22/2015 04/22/201 EACH OCCURRENCE $5 000 000 EXCESS LIAB CLAIMS-MADE AGGREGATE s5.000.000 DED I X RETENTION$O $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITYANY PROPRIETOR/PARTNER/EXECUTIVE Y I N E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE: 1815 and 1825 Old Post Road,Centerville,MA Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Habitat for Humanity Cape Cod SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 411 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Yarmouthport,MA 02675 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S164404/M150568 CBD A`(:>R J:>® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYM o1/29/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT, NAME: Christine Davies DOWLING& O'NEIL INSURANCE AGENCY PHONE FAX(508)775-1620 FAX E-MAIL A/C No ADDRESS: cdavies@doins.com 973 IYANNOUGH RD. INSURE S AFFORDING COVERAGE NAICts HYANNIS MA 02601 INSURERA: AMGUARD INSURANCE CO 42390 INSURED INSURER B E 2 SOLAR INC INSURERC: INSURER D: 831 MAIN STREET INSURER E: DENNIS MA 02638 INSURER F: COVERAGES CERTIFICATE NUMBER: 27717 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 ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE wvn POLICY NUMBER tMM1ODNYYY1 (MWODrYYYYILIMITS COMMERCIAL GENERAL LIABILITY EACH or $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ POLICY PRO- ❑ JECT LOC PRODUCTS-COMPIOPAGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ Per accident $ UMBRELLA LIAB — OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE. $ DED I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N X STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE 07/19/2015 07/19/2016 E.L.EACH ACCIDENT $ 500,000 A OFFICERIMEMBEREXCLUDED? WA NIA NIA R2WCW3340 (Mandatory In NH)If yes,describe under E.L.DISEASE-EA EMPLOYEE $ 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensationriinvestigabons/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Habitat for Humanity Crape Cod ACCORDANCE WITH THE POLICY PROVISIONS. 411 Main Street AUTHORIZED REPRESENTATIVE I � Yarmouth Port MA 02675 Daniel M.Crq�,vley,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD r UTAH OFFICES Sandy ECTOR Layton E n G 1 n. E E R S St. George Project Number: U1905-0015-161 January 27,2016 E2 Solar Inc. 831 Main St. Demis,MA 02638 ATTENTION: Jason Stoots REFERENCE: Habitat for Humainty of Cape Cod:1815 and 1825 Old Stage Rd,Barnstable,MA 02668 Solar Panel Installation Dear Mr.Stoots: Per your request, we have reviewed the attached layout and photos relating to the installation of solar panels at the above-referenced sites. Based upon our review,it is our conclusion that the installation of solar panels on this existing roofs will not adversely affect the structure of the houses.The design of solar panel supporting members is by the manufacturer and/or installer. The adopted building code in this jurisdiction is the Massachusetts State Residential Code,8th Edition(2009 IRC)and ASCE 7-05. Appropriate design parameters which must be used in the design of the supporting members and connections are listed below: Ground snow load:30 psf per the Massachusetts State Residential Code(verify w/local building department) Design wind speed for risk category II structures: 110 mph(3-sec gust) Wind exposure:Category C Our conclusion regarding the adequacy of the existing roof is based on the fact that the additional weight related to the solar panels is less than 3 pounds per square foot. In the area of the solar panels,no 20 psf live loads will be present. Regarding snow loads,it is our conclusion that since the panels are slippery and dark,effective snow loads will likely be reduced in the areas of the panels.Solar panels will be flush-mounted,parallel to and no more than 6"above the roof surface. Thus, it is our conclusion that any additional wind loadings related to the addition of these solar panels is negligible.The attached calculations verify the capacity of the connections against wind,the governing load case.The rails shall be attached at 48"O.C. maximum with adjacent rails attached to alternating rafters using a 5/16"diameter lag screw with a minimum 2 1/2"thread penetration into the rafter or truss top chord. During design and installation,particular attention must be paid to the maximum allowable spacing of attachments and the location of solar panels relative to roof edges. The use of solar panel support span tables provided by the manufacturer is allowed only where the building type, site conditions, and solar panel configuration match the description of the span tables.Attachments to existing roof joist or rafters must be staggered so as not to over load any existing structural member. Waterproofing around the roof penetration is the responsibility of others. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. Vector Structural Engineering assumes no responsibility for improper installation of the solar panels. Our conclusions are based upon our review of the photos and drawings which indicate that all structural roof components and other supporting elements are in good condition and are sized and spaced such that they can resist standard roof loads. Roof framing type,size,and spacing are as indicated in the photos and drawings by E2 Solar Inc. A representative of Vector Structural Engineering has not physically observed the roof framing. Very truly yours, VECTOR STRUCTURAL ENGINEERING,LLC -Ilk OF R©OER T, ' ALWyq{`rp fV0. 0 Roger T.Alworth,P.E. Principal 8a T RTA/ajm At 01/27/2016 i � I 9138 S. State St., Suite 101 /Sandy, UT 84070 I T(801) 990-1775 I F (801)990-1776 I www.vectorse.com i JOB NO.: U1905-0015-161 DESIGNED: AJM :�EC TOR DATE: 01/27/16 , E 11 O I 1'1 E I= R S PROJECT: Habitat for Humanity of Cape Cod Residence SUBJECT: PV Panel Calculations Com onents and Cladding Wind Calculations Label: Solar Panel Array Note:Calculations per ASCE7-05 SITE-SPECIFIC WIND PARAMETERS: , Basic Wind Speed[mph]: 110 Notes: Exposure Category- C Used the following effective areas: Importance Factor,I: 1.00 Zone 1: 12 Zone 2: 12 Zone 3: 6 ADDITIONAL INPUT&CALCULATIONS: Height of roof,h(ft]: 15 * (Approximate) Comp/Cladding Location: Gable/Hip Roofs 7°s 9<_27' Enclosure Classification: Enclosed Buildings Zone 1 GCP: 0.0 Figure 6-11 C (enter largest abs.value) Zone 2 GCP: 1.7 (enter largest abs.value) Zone 3 GCP: 2.6 (enter largest abs.value) a: 9.5 Table 6-2 z9[ft]: 900 Table 6-2 Kh: 0.849 Table 6-3 Kj: Figure 6-4 (leave blank for negligible topographic effects) K2: Figure 6-4 (leave blank for negligible topographic effects) K3: Figure 6-4 (leave blank for negligible topographic effects) Kn: 1 Equation 6-3 Kd: 0.85 Table 6-4 Velocity Pressure,qh[psf]: 22.35 Equation 6-15 GCP;: 0.18 Figure 6-5 (largest abs.value) OUTPUT: P=qh[(GC,)—(G Zone 1 Pressure,p[psf]: 24.14 psf(1.OW,Interior Zones') Zone 2 Pressure,p[psf]: 42.02 psf(1.OW,End Zones') Zone 3 Pressure,p[psf]: 62.14 psf(1.OW,Comer Zones'within a) ('a=assumed=3') Lag Screw Connection Capacity: Demand: Diameter 5/16 Pressure(1.0 Max Attach. Max.Trib. Max. C : 1.6 Area d Uplift Embedment: 2.5 in Wind)(psf) Spacing*(ft) (ft) Force Capacity: 205 Ibs/in.emb. Zone 1: 24.1 4 12 290 Number of Screws: 1 Zone 2: 42.0 4 12 504 Total Capacity: . 820 , Ibs Zone 3: 62.1 2 6 373 Demand<Capacity: CONNECTION OKAY p GENERAL NOTES: 1. PANELS ARE ATTACHED TO EXT'G ROOF o a STRUCTURE WITH 1%" X 4" SST GRK LAGS 48" ~ OC. TYP. p 2. ALL RAIL AND MOUNTNGS ARE RATED FOR 110 ��„ 10 MPH WIND LATERAL LOADS, AS PER ENGINEERS ,n STAMPED LETTER OF APPROVAL. U _CO Lj 3. EXISTING ROOF FRAMINGS CONSIST OF 2"X4" � o p TOP CHORD TRUSSES 24" OC o Q a 4.PLANS ARE DRAWN FOR SOLAR INSTALLATION o ONLY. ALL DETAILS ARE NOT SHOWN. a co TITLE: DETAILS (18) SOLARWORLD 280 WATT PHOTOVOLTAIC MODULES _ W v 0 O� • Z�� �Nm Z . Z opp CIA 15' SPAN E EXT'G 2"x4" TOP E 8 CHORD TRUSSES �j 8 24" OC ['w 6/12 PITCH o t� ® o oar N ` m O W �CJ m Date: 01.27.2016 Sheet Aml f e Sunmodul Plus . SW 280 MONO REALVALUE TUV Power controlled: TOVRh.W..d .� Lowest measuring tolerance in industry 1� iO 0000W" �y i Every component is tested to meet 3 times IEC requirements Designed to withstand heavy accumulations of snow and ice J �® OEM, Sunmodule Plus: Positive performance tolerance 25 year� 25 year linear performance warranty s and 10-year product warranty Glass with anti-reflective coating - J , World-class quality Omun.d.IEC sots +'� a •nmm..o�I.t..c. S.tety t W,IEC 617D0 Fully-automated production lines and seamless monitoring of the process and mate- Die :P.ri.dlcI,specd., ,or.,..,L :P ri.i-I 01—i.9..d—W..t rial ensure the qualitythat the company sets as its benchmark for its sites worldwide. //\\ `�.00• SolarWorld Plus-Sorting PERiORMMCE ESEU !CP® Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that have greater than or equal to the nameplate rated power. UL 1703 25-year linear performance guarantee and extension of product warranty to 10 years ❑ DVE S . .�,M, SolarWorld guarantees a maximum performance digression of 0.7%p.a.in the course ❑ GY. of 25 years, a significant added value compared to the two-phase warranties com- mon in the industry.In addition,SolarWorld is offering a product warranty,which has been extended to 10 years! 'in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty i MADE I� so I a rwo rld.com AND IMPORTED PARTS Sunmodule;/" Plus SOLARWORLD SW280 MONO REALVALUE PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m2,NOCT,AM 1.5 Maximum power Pm„ 280 Wp Maximum power Pm 209.2 Wp Open circuit voltage V. 39.5 V Open circuit voltage V. 36.1 V Maximum power point voltage Vmpp 31.2 V Maximum power point voltage V,„PP 28.5 V Short circuit current I,, 9.71 A Short circuit current 1,1 7.85 A Maximum powerpoint current Impp 9.07A Maximum power point current Impp 7.33A Module efficiency rim 16.70% Minor reduction in efficiency under partial load conditions at 25°C:at 200 W/m',100% (+/-2%)of the STC efficiency(1000 W/m2)is achieved. 'STC:1000 W/m2,2S°C,AM 1.5 1)Measuring toleranc. .,)traceable toTUV Rheinland:+/-2%(TUV Power Controlled)• COMPONENT MATERIALS THERMAL CHARACTERISTICS Cells per module 60 NOCT 46°C Cell type Mono crystalline TCI,r 0.04%/°C Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) TCv« -0.30%/°C Front Tempered glass(EN 12150) Frame Clear anodized aluminum Operating temperature -40°C to 85°C Weight 39.5 Ibs(17.9 kg) SYSTEM INTEGRATION PARAMETERS IX 1000 W/m2 Maximum system voltage SC 11/NEC 1000 V Maximum reverse current 16 A 800 W/m2 Number of bypass diodes 3 600 W/m2 Design Loads' Two rail system 113 psf downward 64 psf upward Design Loads' Three rail system 170 psf downward 40O W/m2 71 psf upward Design Loads' Edge mounting 30 psf downward 20O W/m2 30 psf upward 100 W/m2 'Please refer to the Sunmodule installation instructions for the details associated with — = these load cases. Module voltage[V] V. ADDITIONAL DATA Powersorting' -0 Wp/+5 Wp 1=x4 37.44(951) J-Box IP65 — Module leads PV wire per UL4703 with H4 connectors Module type(UL 1703) 1 11.33(288) Glass Low iron tempered with ARC 39.37(1000) 0.6 15.3 VERSION 2.5 FRAME Version Compatible with both"Top-Down" 2.5frame and"Bottom"mounting methods 65.94 1675( ) bottom ♦Grounding Locations: mounting 4 corners of the frame holes 4 locations along the length of the module in the extended flanges 1.34 34 1 i I -L-x4 4.20(107)t 1.22(31) 39.41(1001)—�1 All units provided are imperial.Sl units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. SW-01-6006US 08-2014 I.. GreenFasten"'GF1 — Product Guide Cut Sheets: Bracket Options-SCL-101-3" . i ,I, •� ' 46 SERRATIONS J 1, l I - R1/16" 1/4" co 1/16„ Q' R.005 —� R.010 —\ ' 2X R.01 i A \ [)r + 60.000 „+.006 3/8 0 7/8" X 820 DETAIL A SCALE 3:1 877-859-3947 EcoFasten SolarO All content protected under copyright.All rights'reserved.8/27/14 - 3.5 EcoFasten Solar products are protected by the following U.S.Patents:8,151,522 B2 8,153,700 B2 8,181,398 B2 8,166,713 B2 8,146,299 B2 8,209.914 82 8,245,454 82 8,272,174 82 8.225,557 82 urn •I;_ .'rr a• I, GreenFasten"GR — Product Guide Cut Sheets:GF1-812 Lill �.. i _.._.__.. .._... _................._ � 8 1/32 � - ji i• _..__.____.__ __�S A sar•I 5/64 JU0I`f 5 TZ Aft DETAIL A SCALE: 2:1 4 P.1 Finish Options BLK=Matte Black MLL=Mill Finish ..........__ _-.__._._._r.._...- - _ _ _ _ -- ..._...___ _.. ._..__.. _ ....-- - 877-859-3947 EcoFasten Solaro All content protected under copyright.All rights reserved.7/24/2014 _ _ � 3.2 EcoFaslen Solar products are protected by the following U.S.Patents:8.151,522 82 8.153,700 B2 8•181398 B2 8.166.713 132 8.148.299 132 8,209.914 B2 8,245.454 132 8.272.174 82 8.225.557 B2 r SunFrame Unirac Code-Compliant Installation Manual tow U N I RAC Table 9.Downforce Point Load Calculation Total Design Load(downforce)(nmx of case 1,2 or 3) P psf Step I Module length perpendicular to rails g x ft Rail Span L x ft Step 4 Downforce Point Load ' R lbs Step 6:Determine the Uplift Point Load,R(Ibs),at each connection based on rail span: You must also consider the Uplift Point Load,R(lbs),to determine the required lag bolt attachment to the roof (building)structure. Table 10.Uplift Point Load Calculation Total Design Load(uplift) P psf Step I Module length perpendicular to rails a x ft Rail Span L x ft Step 4 Uplift Point Load R lbs Table 11.Lag pull-out(withdrawal) capacities (lbs) in typical roof lumber(ASD) Use Table 11 to select a lag bolt size and embedment depth to Lag screw specifrcatiors satisfy your Uplift Point Load Specific S/6-,sh4* Force,R(lbs),requirements. gravity per inch thread depth It is the installer's responsibility Douglas Fir,Larch 0.50 266 to verify that the substructure and attachment method is strong Douglas Fir,South 0.46 235 enough to support the ma�mum Engelmann Spruce,Lodgepole Pine point loads calculated according to (MSR 1650 f&higher) 0.46 235 Step 5 and Step 6. Hem,Fir,Redwood(close grain) 0.43 212 Hem,Fir(North) 0.46 235 F Southern Pine 0.55 307 Thread depth _ Spruce,Pine,Fir 0.42 205 Spruce,Pine,Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources.American Wood Council,NOS 2005,Toble 11.2A,113.2A Notes:(1)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2)Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service. (4)This table does not include shear capacities. If necessary,contact a local engineer to spedfy lag bolt size with regard to shear forces. (5)Irswfl lag bolts with head and washer flush to surface(no gap).Do nut over-torque (6)Whhdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary.See Table 103.1 in theAmerican Wood Council NDS forWood Construction. P, *Use fiat washers with lag screws. 13 o°» CL P 00 000 1 Barrows, Debi From: Barrows, Debi Sent: Monday, February 22, 2016 9:45 AM To: Ruggiero, Amanda Cc: Rudziak,Jeff, Perry,Tom Subject: Habitat Houses on Old Stage Attachments: old stage.pdf Importance: High Good Morning, Building department issued two new house permits on June 1, 2015 (201502736) 1815 & (201502735) 1825. Somehow the house numbers changed. When we converted the data to viewpermit we only show 1819 Old Stage. Please see attached documentation from Engineering and Assessors regarding the map& parcel numbers. We are not able to process any more permits due to the fact that the house numbers changed. At this point we are unable to input inspections or add new permits on the correct addresses, because the above parcels no longer exist. Any further questions please call. Thanks Debi I i I RoadErigineering Page 1 of 1 TTIIE IOU 1T1lL 3TAIIIP) ,I'l S S. /1`0 f r 1 _ �' � Sl �'/' ;J".. ' - - ,, ',�//� h: :.... Y;. f•rYi nM Logged In As: �D�d .�9�IS��� 1 1 Thursday, May 7 2015 Frank Schlegel Application Center Road System Reports Road System Search Options ®- Search By +New Parcels.by New;Parcel ji= Map Block Lot 152 036 Search,, <Prev Next> Page 1 of 1 In Add Record, Parcel Location Village 12 --Lt o1 W BARNSTABLE 11.520.36001... 1815.OLD STAGE,ROAD---Lot 2 W BARNSTABLE http //issgl2/inhanet/propdata%RoadEngineei7ng.aspx 5/7/2015 i TempParcelEdit Page 1 of 1 DAR157AllLl•, �1 �j'_t •+* VR4�nwr`+ O ��•} ♦ •" y}y�y /(�j�/y � yr, iy�' i Logged In As: Thursday, May 7 2015 Frank Schlegel (Kew Pa rce Application Center Road System Reports Road System 1 The recorci�h-as been added. �vr-- New Parcel Detail New Mapparcel: 52 1 Street Numbeh: 11825 - -Ij Unit: 1_� Dev Lot: Lot 1 Road Name: [OLD STAG.EyBOAD T/R: Sec. Road: � 1:J T/R: 01 vllllage: 02=West Barnstable M I Part of M/P: 152-036 Plan Ref; PI'5k.657 Pg.63 (1QQ2.0=44A) +� Date Added: 5/7/2015 3:34:24 PM Updated: 5/7/2015 3:34:24 PM Update I belete Add Another http://issgl2/intianet/propdata/TempParc6lEdit.asl x?ID=Add: 9W2015 TempParcelEdit Page 1 of 1 _©° / --- '^�"_'�' i IIAliN5TA[)1-L.. MASS. 1 i E '.! / a4 r.1• c=•aa� god �i.a?. {tea '� _ �}• r F ��. �> ....f...,b„•,�- ACED llhya � - .. ..__ �, t G!/•(/%tiFf�i�.r/�/"G'�/ -��eQ l?�1e¢W' [iGct:, Logged In As: �.-.��-� Thursday, May 7 2015 Frank Schlegel �N e_w Pa-rce l-7 Application Center Road System Reports Road System . FT'h� t�eCorFcl�has be�'h..��;de�d. New Parcel Detail New Mapparcel: 152 036 001 Street Number: 1815 Unit: F---j Dev Lot: (Lot L7 Road Name: OLD STAGE�OAp__,.-./ 777171 T/R: Sec. Road: •'(u i T/R: Oj Vllllage: 02=WesfBarn9tab1e E Part of M/P: 152-036 Plan Ref: PI.Bk.657'Pg.63(10-2 0-44A)/ Date Added: 5/7/2015 3:36:03 PM Updated: 5/7/2015 3:36:03 PM Update I Delete Add Another_ http-//issgl2/Intranet/propdAta/TempParcelEdit.aspx?ID=Add 5/7/2015 ParcelEdit Page 1 of 1 CIO ;I nlllAs-raulL-.Ti" �, ,9\' \t ASS :� I �L• t '. 1 /!� .c,.} V -`-sy- �?Eo Logged In As: �r„C�) Thursday, May 7 2015 P Frank Schlegel Application Center Road System Reports Road System Parcel Detail Parcel ID: 152036 Sewer Acct: I T/R iJ r Update i Devel Lot: PCL 36 Y Owner: JJENKINS, JAMES A = J, Co Owner: %HABITAT FOR HUMANITY OF CAPE COD INC I ► zia-1p.' Street: 1227 PINE ST411 MAIN ST SUITE 6 n City: YARMOUTH PORT State: EA1 Zip: 22675 --------------- Location: 1819 �� OLD STAGE ROAD -( Village: West Barnstable Road Index: 1174 I Pri Frontage: 390 To set road,you can also enter road Index and tab out of field. Secondary Road: Sec Index: 2000 Sec Frontage: 9 Visions Location: 11819 OLD STAGE ROAD Last Updated: --------------- No. Bldgs: jo Account No: 87916 'Lot Size(acres): 1.030 00459 State Class: 11300 Year Added: 0 I Fire Dist: Deed Date: 7/29/1971 Deed Ref: 1521/168 Land.Value: 127700 Bldgs Value: 0 J Extra Features: --------------- Condo Complex: I Bullding:F� Unit: Update h4p://issgl2/intranet/propdata/pledit.aspx?ID=PL10556 5/7/2015 S'7�' qq1 A ( BARN57ABIP,. " MA LEGEND' Q )�pfL9 •B, �k�} C5W .CONCRETE BOUND ' �O ;4p•_-s CND POUND J "j• .m. .unlm Prnt ' QQ '® CATCH BA51N 6. LCB■ CONCRETE.BOUND LOW5 FWD 'FON OUND OLE , m o g �OJT.06JE2N 645 OLD STAGE ROAD op KENNETM!NANCY THIBEAULT EE / d • DD BOOK 186CA PAGE 156 ^' 1 MAP 152 PARCEL 35-002 / rw N PLAN NOT TO SCALE / ce no W L9g SCALE I'-4a It KEY MAP / Lim ) qgi•,wgD FOR REG15TRY U5E ONLY y4�0 ., 1 CERTIFY THAT A WTTM THIS N W 5 A PPREP ED N AND REFERENCE5: /C pNY 9a,0' - REGULATIONS OF THE REGISTRARS OF 1.)PIJW ROOK 635 rAGE 6'7 / \ DEEDS EFFECTIVE JANUARY 1,1976 AND MAP 152 PARCEL 36 \ ��'� o \ / q�' \D (� ,y AMENDED JANUARY 7,1988. 2.)OWNER, 4�t LOT#I TO ` DATE `� Area.22D99SP_ 6Q 3.)TOTAL AREA 44.6115.P._ !Qy \ P.L.S. 4,) ZONING CA551PIrATION .KL 6JUDYS LANE i ZONE RL9IDCNHAI onLEONARD T MUSTNE CURIO /- 1`q 4ry6 EII �w 'DEED BOOK 9596 PAGE 231 _ AQUIFER PROTECTION DISTRICT(AP)' MAP 152 PARCEL 35-009 5 0 I kN< . RESOURCE PROTECTION OVERLAY DI$TPJCT(RPOD) Z62• �\ ^ MWIMUM LOT SIZE' 87.120 Sfx. .g'JZ 0�'� FRO MINIMUM fD SETBACK, 150 FEET q 6A 57• `� FROM YARD SETBACK, 30 FEET .SIDE AND REAR YARD SETBACK 15 FEET' MAX MLAA BIALDING HEIGHT 90 YET OR 2.5 STORIES, LOT#Z 1 'LOT SHAPE FACTOR 22 ` Arc',-22.779 SP. -!$A 1 `Lcerw,'� Civ �• • MOCF ,_ 1 o7s• �le6Ja/vvrHse+l60 398 WOODSIDC ROAD LEONARD A KRISTINE C ARK AN \ onAI,./.Obnuas DEED BOOK 3682 PAGE 136 W 287, MAP 152 PARCEL 16 y6, V r�•.w.•TT.+uM ,n'Awl 1785 OLD STAGE ROAD `(2Bewoy SuP 4.�o Ry TOWN Of BARNSTABLE(CON.ER` VAT)OW Als cs. y p SuN,O MAP 152 PARCEL 002 A /.\ NEomrArl,Vrw r7e.o4v 1�' 5HAPE FACTOR 1 v PLAN of LFwo �l�s % LOT" 1 IN /• , WE5T BARNSTABLE.MA55ACHU5ETT5 :/ rtOfAtiPy 6x20.602;LRLD1Ciro^2 v,aO THE PURPOSE OF TH15 PLAN 5 TO SUBDMDE Z. 1O1 AS 5URVEYED AND PREPARED FOR PARCEL 36,AS SHOWN ON PLAN m TALC 5"2.10E-l6.2 BOOK C35.PAGE 67.INTO TWO LOTS[LOTS A 2) „„„ 22.0299.P. HABITAT FOR HUMANITY APPROVAL UNDER THE 5UBDIVISION'CONTROL LAW LOr 02 OF CAPE COD, INC. O I5 NOT REQUIRED. uOT/yrvnacDllncm-2 ' BARNSTABLE ZONING BOARD OF APPEAL5 � r 10D 0' 40 80 120 92e.4n 9.r.2,60-aE.z z2.n99.r. SCALE 1'-4a MARCH 9.201$ ^, 0 20 40 1`� DATE '00 NERS TH LOTS RCUMD WA FROM THE ZONING T WNOFEA@BTABLE r•'� --� BOARD OP APPEALS FOR LOT SHAPE A LOT WE. D)9)ALINNBTKLm SCALE I•-12.192'METERS METRIC SCALE ra T Is MADE BY O C RECENEDA J•M. ORREILLY f- A550CIATE5, INC. 1573 MAIN STREET,.P.O.BOX 1773 APPROVAL SUBJECT TO A COMPREHEN5RM PERMIT DEO910N BREW5TER.MA55ACHU5ETT5 0263 I DATED PURSUANT TO MGL CH.400,5.20-23 PHONE:(508)896-6601 RECORDED AT THE BARNSTABIE COUNTY REGISTRY OF DEED5 IN BOOK_PAGE - WWWJOPEILLYA550C.COM 1 GdAAl6b92bb2rtlnabtx 1819 OW 9cuJe Road 6466HrgL646WWRdrg BY,REP JMO-04GG ahiy-o Z-of f Message , Page 1 of 4 Schlegel, Frank From: Podlesney, Tony Sent: Thursday, May 07, 2015.8:31 AM To: Leedara Zola cc: �Schlegell,-Frank Subject: RE: Habitat, another Barnstable Build Leedara, Sorry for the delayed reply— I was out of the office yesterday. Yes, those willTbeahe parc`el'numbers Regards, Tony From: Leedara Zola [malito:lzola@habitatcapecod.org] Sent:Wednesday, May 06, 2015 11:50 AM To: Podlesney,Tony,' Schlegel, Frank Subject: FW: Habitat, another Barnstable Build Hi Tony and Frank-huge thanks again to both of you for all your help with Habitat's odd little projects. I spoke with Frank on the. phone this morning, and I believe we are almost there. The only piece Frank is looking for is more certainty on the proposed map/parcel numbers.Tony has written hat the lots will "more than likely" be assigned map/parcel numbers as copied below. As I understand it,Frank can assign us street numbers based on"future" map/parcel numbers, but needs to know that these_ will indeed be the final numbers when the appropriate date is reached: Tony,can you provide that certainty?We realize the lots cannot actually HAVE these numbers until your assessment date(is if Jan 1 or July 1?)but so long as we know the numbers that WILL,be assigned,we can keep moving. at 2'c 152/a3fi 001 Thanks for your help, Leedara I have once again signed up foe"Lst, m tw uaG " tpport Habitat. If you have already sponsored me;THANK YOUIIII1 If you would like to sponsor.me,please go to'wuuw:capecodcKaritablefuriraisers.com/donate, If you are interested in riding with'Team Habitat,.we'd loveyou to join, please give us a call(62 miles Isn't as hard as it sound )III! Hab►tat for'Humanity of Cape Cod:Building Homes, Hope, Lives and Community 5/7/2015 I I OWNER OF RECORD \ HABITAT FOR HUMANITY CAPE COD, INC. Plan Book G57 Page G3 Deed Book 28831 Page 335 Assessors' Map 152 Parcel 3G.001 � I HEREBY CERTIFI'THAT THE EXISTING BENCHMARK: CATCH BASIN RIM FOUNDATION SHOWN HEREON IS LOCATED EL=58.2± (Assumed datum) AS IT EXISTS ON THE GROUND. DATE !1'`3 0 -l5 1 r FM S, JOHN - y O'REILLY ® O NO.46733 262 2 LOT #2 Area= 22,773 51'± d qN0 SU�dE�O �, 0 Top ' ' ' of cp c . OUNDATION � EL=59.0± r �. O n m N CERTIFIED PLOT PLAN SHOWING FOUNDATION AT 181 5 OLD STAGE ROAD, WEST 13ARN5TABLE, MA PREPARED FOR HABITAT FOR HUMANITY OF CAPE COD, INC . 0 40 80 120 SCALE 1"=40' SEPTEMBER 30, 2015 GAAAJob5\Habltat\Habltat 1519 Old Stage Road G4GG\dwg\aa5-built5\G4GGFoundation5.dw6j Drawn by: KEF JMO-G4GG J.M. OIREILLY•& ASSOCIATES, INC. 1573 Main Street, P.O. Box 1773 Professional Engineering & Surveying Services Brewster, MA 02631 (508)896-6601 Town of Barnstable SA 'TABLE Regulatory Services r�!' ,� 4 4 Richard V.Scali,Interim Director Building Division 039. Tom Perry,Building Comimsso eJ N 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT#3�I ��® sa FEE: $ � SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less 1815 Old Stage Road West Barnstable Location of shed(address) Village Habitat for Humanity of Cape Cod, Inc. leedara zola-508-2806144 Property owner's name Telephone number 8 x 10 152/036.001 Size of Shed Map/Parcel# 1c 5-8-15 Signature Date n/a Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? n/a If over 120 square feet,you must file with Old King's Highway ^ Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-she&eg REV:110413 8 x 10 Martha's Vineyard Loft 10 Pitch Board and Batten Siding www.Na1tSjp%ra1,.ySheds @ co >, 12 . 1.0 n ' STANDARD FEATURES INCLUDED: FOUNDATION:4"Solid Concrete I Blocks 6� 5/8"CDX Plywood Flooring € 2 x 6 Pressure.Treated Floor f Frame 16"on Center f 'a z POSTS:6'-1"Posts ROOF PITCH: 10/12(40 Degree { i angle) This pitch is similar to a Cape Style building. 8-0 „^ 10'-0 FRONT DOOR:3 ft.Board and Batten WINDOW:(1)Stationary 21"x 12 '`4 e a 27"with Shutters True Divided lite r 0 10 WINDOW BOX:(1)26"x 7" s, Rough-Sawn Pine s .,».. � .�. ,..... SIDING: Board and Batten. f } (N o ROOFING:25 Year 3-Tab Asphalt Shingles VENTILATION: (2)8"x 12" Aluminum Louvers. 1 ' P HARDWARE:6"Heavy Duty"T" Hinge,with Heavy Duty Safety Hasp. f TRIM:Full Dimension Rough- sawn Pine 3 8'0" LOFT:48",Deep t RAMP:3 ft.Pine Ramp f t. _ ...._..... 101-01, ;v TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION -Map Parcel U . . O� Application S6a 3b Health Division Date Issued Conservation Division _ Application Fee Planning Dept. , . � Permit Fee Date Definitive Plan Approved by Planning Board' Historic - OKH Preservation / Hyannis Project Street Address i �O Village W Owner 4v1k1" 1 % Address Telephone - Permit Request fisu Square feet: 1 st floor: existing proposed 2 nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction TypeJ Lot Size Grandfathered: ❑Yes No If yes, attach sOpporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: Yull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 7' Number of Baths: Full: existing new Half: existing new �q Number of Bedrooms: existing 9new Total Room Count (not including baths): existing new 1 First Floor Room Count` Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric �Other ��„ Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: UYbs No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing, ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existii ❑ new size _ Other: "'` CCAIII / Zoning Board of Appeals Authorization Appeal ']L'i5-Oi!i�Recorded� Commercial ❑Yes No If yes, site plan review# Current Use ALU C Proposed Use Ilk APPLICANT INFORMATION III DER-OR HOMEOWNER) NameC1T i"N �ltn i e1 lep o h n e Number 3 Th i�`� - Address i V' 1G�V�4 1 License # 5- 6 - 0 Home Improvement Contractor# Email I .DA(Torker's Compensation # n4 J 3 jSJ 3/— ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 'SIGNATURE: �= —DATE— FOR OFFICIAL USE ONLY T ,APPLICATION# DATE ISSUED MAP/PARCEL N0. , i ADDRESS ' VILLAGE OWNER DATE OF.INSPECTION: _FOUNDATION o o,Zs�Phl FRAME M4-f X 2-� ®'4 INSULATION FIREPLACE + - ELECTRICAL: ROUGH I FINAL PLUMBING: ROUGH FINAL 7� GAS: ROUGH FINAL ' FINAL'BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. k i !J � ,� � � � � � J� _� �� h� - ' �. �. � .-=� J �� �� -� 6 ' c ' c ' MA c F Western Surety P ' P ' 4 ' G RIDER INCREASING OR DECREASING PENALTY OF BOND 6 ' F ' ° Site Improvement Performance For Driveway/Curbing ° To be attached to and form part of Permit Town of Barnstable (Description of Bond) ' c c 6 Bond No. 71370720 issued on behalf of 14ahi rat- For 411manity of c on r Tnr ' as principal in favor of Town of Barnstable Obligee. WESTERN SURETY COMPANY, (hereinafter called the Company)hereby increases the penalty from Four Hundred and 00/100 DOLLARS ($400.00 ) to One Thousand Five Hundred and 00/100 DOLLARS ($1.500.00 ) subject to the covenants and conditions of said bond, except as herein stated. This rider becomes effective on the 7th day of t May 2015 at twelve and one minute o'clock AM standard time. Sigwn�cbstd, ted this 7th day of May 2015 -� p~ HABITAT FOR HUMANITY OF COD, INC. ;z VCA Gl� Principal EA A By ACCEPTED WESTE SURETY COMPANY F p G G r � c r ° . By° G Obligee Paul T.B flat,Vice President ° c P n G v ° ° By c ° G G c c c G G � c By e G ° G r• r n 6 D G G G G �� G Form 480-10-2012 G a G � Western SuretyCompany POWER OF ATTORNEY- KNOW ALL MEN BY THESE PRESENTS; . ;. ., . .: . .->;:,, `. z 4... ..;,,•, -..., is :,. That WESTERN SURETY,COMPANY,.a.corporation organized and-existing under the laws of the State'of South Dakota, and authorized and licensed to do business in the States.of Alabama, Alaska,_,Adzona,.Arkansas, California, Colorado;Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota its regularly elected Vice President as Attomey-in-Fact,with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One Site Improvement Performance For Driveway/Curbing Permit Town of bond with bond number 71370720 for Habitat For Humanity of Cod. Inc. as Principal in the penalty amount not to exceed: $1,500.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings; Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the-President, Secretary, any.Assistant.Secretary, Treasurer, or any Vice President, or by such other officers as the Board of.Directors-may authorize.. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attomeys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this 7th day of May 2015 ATTEST ZWEST R S URET COMPANY By Nelson,Assistant Secretary Paul T.BrAat, Vice President STATE OF SOUTH DAKOTA 3*'•. S� 'v COUNTY OF MINNEHAHA r•,�qj� t%pP 1'P r' ,,. �41"it;1111110% On this 7th day of May 2015 before me,a Notary Public, personally appeared Paul T. Bruflat and L. Nelson who, being by me duly swom, acknowledged that they signed the above Power of Attorney as Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. +�,hyhh�y55hyy5y55yh5��5hh+ s S. PETRIK /I ssQbNOTARY PUBLIC A s s SOUTH DAKOTA�s s Notary Public +h•,��,hy�,hy�,yh�,hhhhhhy�,yh+ My Commission Expires August 11, 2016 02, Form F1975-1-2012 ��M The Commonwealth of Massachusetts P6211001©rm��;: Department of Industrial Accidents _ Office of Investigations E 1 Congress Street, Suite 100 -_ Boston,MA 02114-2017 M1 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Cont>raetors/Elect>ricians/Pll>lna>mbe>rs Applicant Information Please Print Legibly Name (Business/Organization/Individual):/L/ /, U Address:.. City/State/Zip: Y/-rwVV /�9 'T ��. OQG Phone Are you an employer? Check the appropriate box: Type of project(required): 1. I am a employer with 6- 4. ❑ I am a general contractor and I employees (full and/or part-time). have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' insurance.$ 9. ❑ Building addition comp.[No workers' comp. insurance P• required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *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. f'j Insurance Company Name: Policy#or Self-ins. Lic. #: Expiration Date: /, 120/& Job Site Address: City/State/Zip:& �,/ .L0z q9_*1 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cert un e the i s and pe alti s_ofperjury that the information provide above is true and correct �- f� Signature:,"'�`!Udn __ __ -_ � D e 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#: ,acoRO® CERTIFICATE OF LIABILITY DATE(MM/DD/YYYY) INSURANCE 03/18/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Lockton Affinity, LLC PHONE gg8-553-9002 A/C No E tI. A/C Lockton Affinity, LLC No:913-652-3967 E-MAIL P. O. Box 873401 ADDRESS: Kansas City, MO 64187-3401 INSURERS AFFORDING COVERAGE NAIC# INSURER A:Ace American Insurance Co. 22667 INSURED Habitat for Humanity of Cape Cod, inc. INSURER B:Ace Property and Casualty 20699 911 Main Street, Suite 6 INSURER C: INSURER D: Yarmouth Port, MA 02675 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 I ADDLISUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYY MMIDD/YW LIMITS A X COMMERCIALGENERALLIABILITY GL1064953-15 04/01/2015 04/01/2016 EACH OCCURRENCE $1,000,000 CLAIMS-MADE a OCCUR DAMAGE TO RENTEIT-- PREMISES Ea occurrence $1,000,000 MED D(P(Any one person) $0 PERSONAL 8 ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY❑PRO-- LOC PRODUCTS•COMP/OP AGG $2,000,000 OTHER: JECT $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS AUT NONOS-OWNEDPROPERTY DAMAGE $ Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION- C47338736 04/01/2015 04/01/2016 PER OTH- AND EMPLOYERS'LIABILITY Y/N X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1 000 000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 1D1,Additional Remarks Schedule,may be attached If more space Is required) Proof of Coverage CERTIFICATE HOLDER ' CANCELLATION Proof of Coverage SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE- THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHO REP ENTATIVE -2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 15919408 1064953 I . Bk 28832 Pal -21F18479 `T• 1014-29-2101 15 a 12=52Q Town of Barnstable Zoning Board of Appeals, Decision and Notice Comprehensive Permit 2015-006—Habitat for Humanity of Cape Cod, Inc. I Old Stage Road Community Housing-MGL Chapter 40B Decision: Granted with Conditions mil,.i+1JrR$Lc 1o�r4�?d CLE R K Applicant: Habitat for Humanity of Cape Cod, Inc.(as purchaser) i 1201J FEE iv �iii '1J i 411 Route 6A,Yarmouth Port, MA I Subject Property: 1819 Old Stage Road,West Barnstable, MA Assessor's Map/Parcel: 152/036 I I Property Owner: James&Susan Jenkins,227 Pine Street,West Barnstable, MA Zoning: Residence F, Resource Protection Overlay District Hearing Date: January 28,2014 Recording Information: Deed:Book: Page: cJ (Grantor's Title:Book 6731,Page 323) Plan Book 365 Page 67(Parcel No.36) Summary: Development of two affordable single-family dwellings,each on an i approximately half acre lot;division of lot; both units deed restricted affordable in perpetuity I� Background I Habitat for Humanity is a non-profit organization dedicated to building isimple,decent homes in partnership with families in need. Habitat builds new homes for first-time homebuyers through donated land,materials, labor and funding as well as other special financing strategies.The organization has 22 build sites in Barnstable,including 16 units through its Danvers Way project;all are currently included in the Town's Subsidized Housing Inventory. The subject property is a 1.03 acre vacant lot with 350 feet of frontage on Old Stage Road. The lot appears to be a remnant of a larger Jenkins homestead and is not shown on any land plan. It is located across the street from the West Barnstable Deer Club. Property to the north is under single-family residential use and the I abutting parcel to the south is Town of Barnstable conservation land. Thelparcel consists entirely of upland. j There is no public sewer or water available at this location. i i Applicant's Request Habitat for Humanity of Cape Cod, Inc.is seeking a Comprehensive Permit to construct two affordable,two- bedroom dwelling units,each on a lot sized approximately a%acre. The two units will be one-story,900 sq.ft, 2-bedroom, 1 bathroom units with full basements. The dwellings are proposed in conformance with all setback requirements. Each lot will be served by a private on-site wastewater disposal system and a private i well. A 10'x12'shed is proposed for each unit. An on-site parking/driveway area is provided on each lot. The dwellings are sited for solar access to accommodate solar panels on the roof. Habitat is proposing to offer the units for sale at a price affordable to households at or below 65%of the area median income. Procedural and Hearing Summary I In October 2014,application was made to the Department of Housing&Community Development(DHCD)for i a Project Eligibility letter for the development of two single family dwelIlings on Old Stage Road in West Barnstable. The application was submitted under the Local Initiative Pr gram. On December 22,2014, DHCD issued a Project Eligibility letter. I \� I Town of Barnstable—Zoning Board of Appeals Comprehensive Permit 2015-006—Habitat for Humanity—Old Stage Road Community Housing On December 29,2014,the Habitat for Humanity filed an application for a Comprehensive Permit to develop the Old Stage Road project. The application was filed at the BarnstablelTown Clerk's Office and at the Zoning Board of Appeals Office. On January 5,2015, project notification and review request letters were sent to local boards,agencies and officials in' accordance with CMR 760,Section 56.05(3). The Board received i comments from the Conservation Commission (01-07-2015), Department of Public Works(01/16/2015),and Cape Cod Commission(01-20-2015)and appeared before the Board of jiealth on January 13, 2015. i A public hearing before the Zoning Board of Appeals was duly advertised in the Barnstable Patriot on January 9,2014 and January 16,2014 and notices were sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened January 29 ,at which time the Board found to grant the permit with conditions. Board Members deciding this appeal were Craig Larson,Alex Rodolakis,George Zevitas,David Hirsch and Herbert Bodensiek. jLeedara Zola represented Habitat for Humanity of Cape Cod before the Board;she appeared in her capacity as Project Manager and consultant to Habitat. She provided background on the land donation, noting the gift was in memory of Don Dickenson. She discussed the process,stating tl�at the application was a LIP 40B endorsed by the Housing Committee,Town Manager and CPC. She reviewed the findings relative to standing and consistency with local needs. Ms.Zola provided an overview of they project,specifying that the homes meet LIP guidelines. She discussed the potential for solar panels and efforts for energy efficiency. She reviewed the property,its topography and utility availability. Ms.Zola stated there would be a two-bedroom deed restriction on the lots. She discussed the project in context of the other 88 habitat projects on the Cape. The Board discussed the possibility and process for potential increases in square footage of the homes in the I future. The Applicant clarified that the homes would be available to citizens or permanent legal residents making 65%of the AMI with a local preference. In response to public cpmment, Kris Clark and Ken Thiebeault presented concerns with the proposed septic systems and well proximity. The Board noted a four bedroom ! home could be built on the property,which would impacts equal to two,two-bedroom homes. �I ! Findings of Fact:Standing ' Motion: The Board moves the make the following findings regarding the Applicant's standing to apply for a Comprehensive Permit under MGL Chapter 40B,in accordance with C R 760 Section 56.04: 1. A Project Eligibility letter was issued by the Department of Housing and Community Development(DHCD) on December 22,2014. The letter confirms that the Applicant and the project meet all minimum requirements of 760 CMR 56.04 Project Eligibility. Said letter includes findings by DHCD that:the project is generally eligible under the Local Initiative Program;the site is appropriate for residential development; the conceptual plan is appropriate for the project location;the proJlact appears financially feasible in the I context of the Barnstable housing market;the initial pro forma appears financially feasible and consistent with the cost examination and limitations on profits and distributions on the basis of estimated development costs. 2. The above-referenced letter confirms the project sponsor and development team meet the general eligibility standards of the Local Initiative Program. Habitat for Humanity of Cape Cod,Inc is a non-profit organization. A letter from the Internal Revenue Service clarifies that the organization is exempt under j §501(c)(3)of the tax code based on a ruling issued to Habitat for H 1 manity International. 3. - The Applicant submitted a signed Purchase and Sale Agreement da ed October 28,2014.The seller is gifting the property to Habitat for no monetary consideration. Vote:Based upon the evidence submitted and testimony provided,the Applicant has satisfied all of the requirements for standing pursuant to MGL Chapter 40B and 760 CMR Section 56.04. AYE: Craig Larson,Alex Rodolakis,George Zevitas, David Hirsch,Herbert Bodensiek NAY: None I • 2 I i tbwn of Barnstable—Zoning Board of Appeals Comprehensive Permit 2015-006—Habitat for Humanity—Old Stage Road Community Housing Findings of Fact:Consistency with Local Needs Motion: The Board moves to make the following findings regarding consistency with local needs: 1. Pursuant to Massachusetts General Law Chapter 408, Habitat for H manity of Cape Cod, Inc.seeks to ' divide a 1.03 acre vacant lot at 1819 Old Stage Road,West Barnstable into two acre lots and construct an affordable single-family dwelling unit on each.The Applicant is proposes two units to promote development in keeping with the character of the neighborhood. 2. In accordance with the ZBA Rules and Regulations for review of Comprehensive Permits,Habitat for Humanity submitted an application,preliminary site development and utility plans, a review of the conditions in the surrounding area,preliminary architectural drawis"gs,a tabulation of proposed buildings, a preliminary plan for division of the land,and a list of requested waivers. 3. The subject property consists of one,44,811 sq.ft triangle-shaped vacant parcel with approximately 350 feet of frontage on Old Stage Road.The property is zoned Residence F and is located in the Resource iProtection Overlay District. 4. The Applicant is proposing a division of the subject property. The property is proposed to be divided into two building lots,each containing approximately%acre. S. The proposed division of the lot does not constitute a subdivision. he proposed lots have frontage meeting the minimum requirements of the RF District on Old Stage Road,a public way; however,the resulting lots do not meet the minimum lot area requirements of t1lie RF District or Resource Protection Overlay District. Access to the lots can be provided from Old Stage Road. The division can be endorsed as an Approval Not Required Plan. 6. The Massachusetts Division of Fisheries and Wildlife(Mass Wildlife) Natural Heritage and Endangered Species Program (NHESP) reviewed a preliminary site plan and concluded that the proposed project will not result in a prohibited"take"of any state-listed endangered spgcies. Review of final site development plans by Mass Wildlife will be required. i 7. Each dwelling will be a two-bedroom, 1 bath unit with 900 square firet of floor area and a full basement. On-site parking will be provided on each lot. The dwellings will be energy efficient,and Habitat strives to I meet LEED standards,although for budgetary reasons does not apply for formal certification. Habitat proposes to include solar panels as part of their build,dependent on site conditions and funding 1 availability. i 8. 'The dwellings will be served by on-site septic systems and private wells in compliance with Title V and local Board of Health regulations, except as waived herein. 9. Both of the dwelling units will be affordable units in perpetuity for qualified individuals and households with an income that does not exceed 80%of the annual median income of the Barnstable Metropolitan i Statistical Area (MSA). 10. The units will be available and will be marketed on a fair and open basis via DHCD approved Affirmative Fair Housing Marketing. Habitat for Humanity will act as its own lottery agent. 11. The statutory requirement of MGL Chapter 40B is to provide 10%o�lf the housing stock as affordable I housing units;this goal is also reflected in Barnstable's Comprehensive Plan and the Regional Policy Plan. According to the Department of Housing and Community Development Subsidized Housing Inventory as of i December S,2014,the Town of Barnstable has 1,373 affordable units,comprising 6.7%of the total housing stock. The Town has not been granted a certification of compliance with the plan by DHCD and j has not shown recent progress towards achieving its Statutory Minima. The project is not a large project as defined by 760 CMR 56 and this application has not been previously received. i 3 i 1 I Town of Barnstable—Zoning Board of Appeals Comprehensive Permit 2015-006—Habitat for Humanity—Old Stage Road Co 7 ty Housing 12. The Applicant has requested waivers and variances from the Zoning Ordinance and Board of Health Regulations,Chapter 397 Wells. In review of the relief requested a the proposed plan for the development,the Board finds that the certain requested waivers rrlay be granted without adversely affecting the public health and safety of occupants in the developrrlent,the surrounding neighborhood, and the residents of the Town of Barnstable,provided the conditions hereafter to be imposed in this permit are strictly followed and adhered to. Vote:Based upon the evidence submitted and testimony provided,the Board moves to approve these } findings with respect to the project's consistency with local needs. AYE: Craig Larson,Alex Rodolakis,George Zevitas, David Hirsch, Her ert Bodensiek I NAY: None Decision Motion: Based upon the findings of fact,the Board moves to grant Comprehensive Permit No.2015-006 in accordance with MGL Chapter 40B§§20-23 for the development proposed by Habitat for Humanity of Cape Cod,Inc.,subject to conformance to the following conditions,terms, nd restrictions: 1. Development of the site shall be in substantial conformance with the preliminary plans entitled, "Habitat for Humanity of Cape Cod—Zoning Board of Appeals Sketch Plan"Idated 12-22-2014 drawn and stamped by JM O'Reilly&Associates, Inc. Recognizing that the plans presented are preliminary,the location of structures,drives and private utilities on the lot may be altered; however, buildings shall remain in conformance with setback requirements and development shall c mply with all Town rules and regulations except those specifically waived herein. 2. The dwelling units shall be constructed in substantial conformance with the elevations and floor plans entitled"Proposed 2 Bedroom Ranch for Habitat for Humanity of Pape Cod",dated May 7,2014,drawn by David F Alten,five sheets. The units shall be two-bedroom,single-family dwellings. The homes shall include full basements. fled development and constructiol plans consistent with this decision,all � 3. The applicant shall prepare detailed p � applicable town standards and recommendations except those waived by this decision,all engineering standards and all applicable building and fire codes. Prior to issuance of building permits or any construction,all plans shall be reviewed and approved for consistency with this decision by appropriate Town agencies and departments and with final review of this Board. The review of the plans shall be done as an administrative review and it shall not require a public Flearing or notice of the plan review. 4. The lots shall be divided as shown on the preliminary plan referenfed in Condition No. 1. As provided by Finding No.5 herein,the Board endorses an Approval Not Required Plan for division of the lots. a. An Approval Not Required plan shall be prepared based upon the preliminary plan. The plan shall be prepared in substantial conformity with the preliminarylplan and in accordance with Chapter I 801 Subdivision Regulations,Article IV Approval Not Required Plans. I b. The plan shall incorporate a reference to this Comprehensive Permit and a notation that the lots are subject to compliance with all conditions of this permit c. The ANR plan shall be submitted to the Zoning Board of Ap} eals for signature and recorded at the jRegistry of Deeds. The Zoning Board shall endorse such pin upon finding it is consistent with this decision. d. Copies of the recorded ANR plan and this decision shall be submitted to the Zoning Board of Appeal's file prior to issuance of building permits. i 5. Thereafter,shall be no further division or reconfiguration of the lots without approval from this Board. I 4 i i Town of Barnstable—Zoning Board of Appeals Comprehensive Permit 2015-006—Habitat for Humanity—Old Stage Road Community Housing 6. The dwellings shall be served by on-site septic systems and private wells in compliance with Title V and local Board of Health regulations,except as waived herein,and subject to the following: I a. Separate private well construction permits are required for{each lot. Each well shall be sampled for the following chemical and bacteriological standards:total coliform,nitrate-nitrogen,pH, conductivity,sodium,iron,and EPA methods 502.1/503 or 02,2 or 524.1 or 524.2.These tests j include analyses for purgeable halocarbons and purgeable aromatics,as well as analyses for i petroleum hydrocarbons or pesticides. b. Separate disposal works construction permits are required(or each individual lot. Detailed engineering plans shall be provided for each of the proposed septic systems. c. No more than two(2)bedrooms are authorized on each pakel. Floor plans shall be submitted to the Health Division prior to the approval of building permits and prior to the issuance of disposal works construction permits. d. The applicant shall record a properly worded deed restriction,signed by the owner of the property,at the Barnstable County Registry of Deeds restricting each lot to two bedrooms maximum. Copies of the recorded deed restrictions shall be submitted to the Health Agent prior to obtaining disposal works construction permits. 7. All stormwater runoff shall be retained on-site. 8. The Applicant shall work with the Town Engineer,Town Surveyor and Tree Warden to clear any obstruction of sight distance in right-of-way prior to issuance of arjy Certificate of Occupancy. 9. The Applicant shall not damage or after the grade of the existing n]ulti-use path along Old Stage Road during construction. The Applicant shall,if necessary, repair any damage to the path at their own expense prior to issuance of Certificates of Occupancy. I10. Prior to issuance of Certificates of Occupancy,the Applicant shall I ndscape the property using drought- tolerant plants and,at a minimum,loam and seed any disturbed areas of the site. 11. The units shall be for single-family use only and shall be owner ocglupied. The units shall not be rented. 12. The two units shall be dedicated in perpetuity as affordable units zs that term is currently defined by Massachusetts Department of Housing and Community Development. The sale and resale price of the affordable dwellings shall be calculated based upon a formula under which monthly housing costs, .including mortgage payments,taxes,insurance,and association fees shall not exceed 30%of 80%of the Area Median Income (AMI)of the Barnstable Metropolitan Statistical Area(MSA)and marketed and sold only to income qualified individuals and households with an income that does not exceed 80%of the annual median income of the Barnstable MSA. All of the dwelling shall be made available on a fair and 4 open basis. 13. The Applicant shall record a deed restriction,in form and content approved by the Town Attorney, assuring that the affordable units will remain affordable in perpetuity and that they are protected in the event of a foreclosure from loss of their affordable status. 14. The project shall comply with all Local Initiative Program requirements and any conditions the State may I insert upon the grant of this permit,to the extent that they are nai inconsistent with this decision. 15. A Regulatory Agreement pursuant to the Local Initiative Program and consistent with the terms of this Comprehensive Permit,inform anal content approved by the Tow Attorney,shall be executed by the Subsidizing Agency,the Town of Barnstable by its Town Manager, the Applicant. Said Agreement i shall be recorded at the Barnstable County Registry of Deeds prior to the issuance of any building permits. 5 i i i G Town of Barnstable—Zoning Board of Appeals Comprehensive Permit 2015-006—Habitat for Humanity—Old Stage Road Comg�unity Housing 16. A monitoring agent,approved by the Town Attorney's Office,shall)be retained by the applicant. All costs associated with monitoring for consistency with the Regulatory Agreement shall be borne by the Applicant. 17. The Applicant shall prepare an Affirmative Fair Housing Marketing Plan(AFHMP),prepared in accordance with Section III of the 40B Guidelines and approved by the Depart ent of Housing and Community Development prior to the issuance of a building permit. i 18. This Comprehensive Permit is issued to the applicant Habitat for Humanity of Cape Cod Inc. It shall not be transferable without the prior written approval of this Board. 19. All required state permits and approvals including,but not limited to,Title V wastewater disposal permits and National Heritage and Endangered Species approval shall be submitted to the Board's file prior to issuance of a building permit. zo. Prior to the issuance of any permits for the development,this Comprehensive Permit shall be recorded at the Barnstable Registry of Deeds. A copy of the recorded document shall be submitted to the Zoning 1 Board of Appeals file. Vote: The Board votes to approve the-Comprehensive Permit with conditions: { AYE: Craig Larson,Alex Rodolakis,George Zevitas, David Hirsch,Herbert Bodensiek NAY: None i ! Request for Waivers and Variances Motion: With respect to the Applicant's request for relief from local rules and regulations,the Board finds i that certain requested variances and waivers may be granted without+adversely affecting the public health j and safety of occupants in the development,the surrounding neighborhood,and the residents of the Town of Barnstable,provided the conditions imposed in this permit are strictly followed and adhered to. The following relief is granted to Habitat for Humanity of Cape Cod,Inc fo the development of the Old'Stage Road Community Housing project: I Variances are granted from the following zoning ordinance provisions to allow the creation of two lots I containing 22,039 sq.ft and 22,773 square feet, respectively: ! 1. §240-7 Application of district regulation:(B)Variance from the requirement of conformance to district regulations,and(D)Variance from lot shape requirements. 2. §240-14 RF Residential Districts: (E)Variance from Bulk Regulations, Minimum Lot Area,43,560 sq.ft. j 3. §240-36-D Resource Protection Overlay District regulations:Variance from the requirement of i conformance to minimum lot area requirement of 87,120 square feet. Waivers are granted from Chapter 397 Wells to allow less than 150 fee of separation between the private water supply and private sewage disposal system: ' 4. §397-2—Building Prohibited;location restrictions:Waiver from thI requirement for the installation of a private water supply and a private sewage disposal system on a lot containingan area less than 40,000 square feet of buildable land is prohibited,and in no case shall a private water supply and a private sewage disposal system be located within 150 feet of each other. S. §397-8(E)(1)(f)—Well location:Waiver from the minimum 150 foo distance required between a well and septic leaching facility. Vote:The Board votes to grant the requested variances and waivers. AYE: Craig Larson,Alex Rodolakis,George Zevitas, David Hirsch,Herbert Bodensiek j NAY: None I I 6 i Town of Barnstable—Zoning Board of Appeals Comprehensive Permit 2015-006—Habitat for Humanity—Old Stage Road Co unity Housing i Ordered I Comprehensive Permit No.2015-006 has been granted with conditions This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised within three years. Appeals of this decision,if any,shall be made to the Barnstable Superior Court pursuant to M.G.L. Chapter 40A,Section 17,within twenty days after the date of the filing IOf this decision in the office of the Town Clerk. The Applicant has the right to appeal this decision as outlined in M.G.L.Chapter 40B,Section 22. Cr ' rson,Chair Date Si ned 1 I,Ann Quirk,Clerk of the.Town of Barnstable, Barnstable County,Massachusetts,hereby certify that twenty (20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this �� day of under thepains and p6nalties of perjury.... j Ann Quirk,ToiA n derk I 1 I j i i 1 I 7 i i AbutterReport Page 1 of 1 v Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '152036' Parties of Interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. I Total Count: 14 m Close Mailing i Map&Parcel Owners Owner2 Addressl Address 2 Country Deed CitystateZip 152002W00 BARNSTABLE, CONSERVATION 200 MAIN STREET i HYANNIS,MA TOWN OF(CON) COMMISSION I 02601 NONE A WEST BARNSTABLE i WEST 252003001 DEER CLUB INC PO BOX 522 i BARNSTABLE, 904/48 MA 02668 STORY CHARLES W CHARLES W STORY 1770 OLD STAGE WEST 152004001TR REV TRUST ROAD I BARNSTABLE, 23720/40 I MA 02668 1 i WOOD GARY A& 1754 OLD STAGE WEST 152004002 CAROLYN RD I BARNSTABLE, 5365/282 i MA 02668 i 152018 CLARK,LEOINE M D F WEST 398 WOODSIDE RD BARNSTABLE, 3882/136 i &KRISTINE M I MA 02668 CROWLEY,STEPHEN 376 WOODSIDE WEST 152019 &AMBER S ROAD I BARNSTABLE, 8606/213 MA 02668 IVANOV MILEN I& 389 WOODSIDE WEST 152032 ZHELEVA,ELENA D ROAD I MA 02668 02668 LE, 24131/172 M t LAPINE,JOHN C& 1135 SERVICE WEST 152033002 CHRYSTALA ROAD i BARNSTABLE, 27055/259 MA 02668 i INGRAHAM,DAVID 1855 OLD STAGE WEST i 152035001 � BARNSTABLE, 26369/1 Ii A&NANETTE M ROAD I MA 02668 THIBEAULT, 1845 OLD STAGE WEST `152035002 KENNETH A& i BARNSTABLE, 18664/158 NANCY M RD i MA 02668 152035003 CLARK,LEONARD F WEST 398 WOODSIDE RD I BARNSTABLE, 9596/231 &KRISTINE MA 02668 i WEST 152036 JENKINS,JAMES A 227 PINE ST BARNSTABLE, 1521/168 MA 02668 152038 BARNSTABLE, CONSERVATION 200 MAIN STREET HYANNIS,MA NONE TOWN OF(CON) COMMISSION 02601 152039 10AN CWEST �EVAN C& 1R7D53 OLD STAGE I BARNSTABLE, 10007/209 I MA 02668 i This list by Itself does NOT constitute a certified list of abutters and Is provided only as an aid to the daterminatlon of abutters,If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner rand address data on this list Is from the Town of Barnstable Assessor's database as of 112012014, I i I I i i I i http://66.203.95.236/arcims/appgeoapp/A`butterReport.aspx?type=ZBA 12/29/2014 Town of Barnstable Geographic Information System January 6,2015 63 #161 153037 , ;:f t.1630Q1:::. ;;.: 'T9j 4G+ #10ti6 Qc '�o� 162015 129030 128039 ::::% '';'-`;;?;;i:}:.::•;;;...,::.,a/ ��'::::::;:;::?:. S 9�q� #227 #141 r # "'152033002:_:t:,:: •�/ �'A 152033001 128004009 129OD482 010 • '::: ;::'•.•.l ;�� ;1 RF:: jrr. %. c :E,'•';_::'.: `D�. 'pj. Ses 162033009882 /r �.r gyp, r. l,•_:l�Jill/t.:'::.::;:}:�:;.:..::;•:. 1128031 #0 = 152068 :: 1ly ..:i / /. %}l �/ 'i'•f: 094 ':::..•~':. :"r'�" :fin•':•,<,,lfi�,. vrYi�:r• � '�/ice •rI .✓r/rl.+••'..✓�4;• ..•....:' N 162059001 :•::::::;:: %;: : +�^y// l'f / •>t :', %J%j%✓! S�:iszaosooi: :.;:::`.' :;:i ::;':: 128004008 S L $240066 129004MI i•c152019':�� �- vu,}:t64/ / t(y,y // %i rit%✓r�iq�/./ r,:: ii:r'' %ir.'';: :#376.': } /)rry7/ a/` f/rJ� r/�`:t: `.:':'•''r:':= i :•;:;:..,... 128004007 152020 l'� /1i e• (! (! yC � #380 •. �:�'•`! „e�i�io!i,.r 'r'��✓,-�'����y/, / y / lam. #42 r ✓ �f !�:. .✓Jll, {/ /frY�ii 1' i:i.Ei'i 4a► + :./� i ,/f ✓ fib✓'/ �yl//i ' 152003008 15=7 129004012 w �i.:/..•- �; r✓/ii,r. ir.. '/� iii ,i ;'.?.•:'` c:::.0j<'; 128004006 152059 /// /iY' %( r.. i. `// ,/r, f_ #45 #225 . /%%S "f///' 44/�,Cj✓r„` .1. 0� 'i: _ ......: ;,•;.. .'/�4/:-.. ' //i!'ari✓���I/ri» ._.,.� �..... _ 152003009 019 152031 #1301 • �� '#361 %;1 /�/Uy,:lEF /'� i �' 'j ✓ •: fr(s:/i / i.. i':: #38B i'il M/v. ,> rr./ v/',�. ,�•'fir ' %�fi/i/F •. j1770 ::.': :::: i 152008 #25 128004013 AIL 152021 %•�fi�J ifi�r� .�!r,/L /•�/ �i .���i r #1347 lr IF 1754'. Sol :!tr,crl✓i/i�/i i �j, 1.r` fr1:. .• ,.:•.:.'. • ':i.r:,. _ •!:%:�`.,�: f�`!. %rUls'. // �•��r�'-:.162004002:r.:.::• 162029 152030 -:�/i . •:,7.:y..d..::... 0170 ::.;'::'i;; ;:':.j`; ;:.i:E'.::.•.:: %,c .. 152U12 1280D4014 128004017 # 9 '♦ `"'r' ":`152004003 #0 162022 :.'.`:•, ;?o°n#' #1'740 N ':0304 `:Ei•::;�' ' �.:••.162039.:: 128004CH6 4J `•t 7:'::•:.`:::`:>:`':-::c::.'{:;:: :' i': #0 DO 4 162028 `•:5: `•: .` 7`'' is :+ ` `i`%;`. :' 162009 152027 #169 128DO4015 128008 0307 ` 00 #79 4286 128007 t162028 .. ;:,;•,i162002YY00 + . 52006 152010 i?r;r.;: :;;;':;E::' #1786 ::':` 16204i 162040 #O #1660 i5Z055 #34 •#291 `•!ri;: •.: :;;;•`.:? :` 924 #8 #29 152004004 .152025 129004X01 Q 128Dt1 li276 :" 162042 LJV 152#O1 t #0 0264 #42 COACHMAN y 152008 15207A 151047tA00 '128 41, #25 162048� #0 1 # 2 #15 #0 1 128010 rye, A • #234162045 $41 151073 1280Q�A :' :: ,::?•:: ::':':::i:'::::::•= 162049 51072 161003VWD #60 Q 020a`T i52023 '.:::>;tii: t::•„::::.::: •:;::: ;:: ::...... 074 15204a #1676 DISCLAIMERS:This map Is for planning purposes only. Itrs net adequate for lost Map:152 Peroel:036 Zoning Board of Appeals(ZBA) boundary determination or regulatory Interpretsdon. Enlargements beyond a scale of Selected Parcel 1!--IW may not meet established map accuracy standards. The parcel Imes on this map Abutter List Type-Parties of Interest are those directly opposite subject lot on •ere only graphic representaflons ofAssessofs tax parxls.They are not true properly any public or private street or way and abutters to abutters. Notification of all Abutters w boundaries and do not represent accurate relationships to physical features on the map propertles within 300 feet ring of the subject lot. / such as building locations. Buffer f/ f ................ x 7 &-a SO. V , t --.,2a Ri U;f '111 gll� Ill It: fill - y - afffk D . - 0 F I - AT Pl- P E 44 Rp ;- IM k!. pH RX:9 Al irg W. p-- H .f 0f1 If i , Mv rP _: H w ' Z: - IA ` m 2i m. i 21 K1 Dr. ; U eV ff 44 E, L - - 6� _ 1 CA cc 'Si sr-.10r A Its fli z. .3 iv 1 8: - M CD :0 OW lit va ti 11:9.4 3. --i f cn zv�c, C.V 0. .11, . ;. - I - gAt A-:lf _lk f-4 it H 4 Bk 28831 Ps335 18478 44-29-2015 a'i 12252P I i 4 QUITCLAIM DEED i JAMES A. JENKINS and SUSAN L. JENKINS,We* brns-64,Wk as a gift and for no monetary consideration, • i grant to Habitat for Humanity of Cape Cod, Inc., a Massachusetts non-profit corporation, with a principal place of business at 411 Main Street, Suite 6, Yarmouthport, MA 02675, with quitclaim covenants, i all our right, title and interest in the land with the buildings thereon located in West Barnstable, Barnstable County, Commonwealth of Massachusetts, commonly known and numbered 1819 Old Stage Road, and known as the homestead formerly owned by Martha J. Jenkins, described as follows: the land shown as Parcel No. 36 on.a plan of land entitled "Plan of Land Prepared for { James A. Jenkins Assessors Map 136 Parcel 36 1819 Old Stage Road Barnstable, MA", dated July 8, 2010, by John Doyle, PLS, recorded with the Barnstable County Registry of Deeds in Plan Book 635, Page 67. Said premises are conveyed subject to the following covenants, conditions and restrictions: 1. The premises shall be subject in perpetuity to an Affordable Housing Restriction ("AHR") in substantially the same form and substance as the Affordable Housing Restriction attached hereto as Exhibit A, which is incorporated herein by reference. I PROPERTY ADDRESS: 1819 OLD STAGE ROAD, WEST BARNSTABLE, MA (� I j i 2. Habitat and its successors in title shall convey each lot subject to a perpetual AHR qualifying under M.G.L. c. 184 §§ 31 -and 32, substantially in the same form and substance as the Affordable Housing Restriction attached hereto as Exhibit A, which AHR shall be enforceable by the Town of Barnstable and/or the { Massachusetts Department of Housing and Community Development. i 3. The Affordable Housing Restriction shall also be deemed to be an "other j restriction" held by a governmental body, as that term is used in M.G.L. c. 184' ! z §26, such that the restrictions contained therein shall be enforceable for its full term and not be limited in duration by any contrary rule or operation of law. I For title, see Deed from James A. Jenkins dated May 9, 1989, and recorded with the Barnstable County Registry of Deeds, Book 6731, Page 323. See also Release Deed from the West Barnstable Deer Club, Inc. dated July 7, 2014 and recorded with said Deeds in Book 28307, Page 252. Said premises are conveyed subject to rights, takings,rights of way, easements, agreements, restrictions, reservations and all other matters of record, if any, insofar as now in force and applicable. ; The grantors hereby certify under the pains and penalties of perjury that the premises j are not their primary residence and they are not entitled to any rights of Homestead under M.G.L. c. 188 in the premises conveyed by this deed. [Signature page follows.] . f i r i i e i i Executed as a sealed instrument this d5 day of April 2015. i j • i Ja s Jenkins I Susan L. Jenkfris i i COMMONWEALTH OF MASSACHUSETTS j Barnstable County i On this 2j1j day of April 2015, before me, the undersigned notary public, personally appeared James A. Jenkins and Susan L. Jenkins, proved to me through satisfactory evidence of identification, which was Dc�saN�) kyc' to be the persons whose names are signed on the preceding of3attached document, and acknowledged to me that they signed it voluntarily for its stated purpose. r >' . Notary Public My Commission Expires: �''► '1 a' Kate M1 ' .�"'': •` '`°' ' ;:°:"� NOTARY PUBLIC VICOMMISOM ' f , i • i ' f ' t +i 1 i LxPI��Ju� f I:%DeedRiderSAR-Massachusetts(Universal) 5/3016 LOCAL INITIATIVE PROGRAM AFFORDABLE HOUSING DEED RIDER i For Projects in Which j Affordability Restrictions Survive Foreclosure i f made part of that certain deed(the"Deed")of certain property(the"Pro a ')from ("Grantor")to ("Ownen+')P dated ,200 The Property is located in the City/)o 'n of (the"Municipality"). RECITALS WHEREAS,the Grantor is conveying that certain real property,more particularly described in the Deed to the Owner at a consideration which is less than t e fair market value of the Property;and WHEREAS,the Property is part of a project whicb.-Wass_ rcheck all that are applicable) �� f (i) ❑ granted a Comprehensiv P y nit under Massachusetts General Laws Chapter 40B,Sections 20— from the Board of Appeals of the Municipality or the Housing ppeals Committee and recorded/filed with the �64.@-effd Registry of Deeds/Registry District of Land Court(the"Re is ;"- Lavin Book ,Page /Document No. �AR pComprehensive Permit% i (ii) ❑ subjeq.-a Regulatory Agreement among (the 'De vel "oper�, ]Massachusetts Housing Finance Agency i ("lass`Ilousm '), [ ]the Massachusetts Department of Housing and 006 munity Development) ("DHCD") [ ]the Municipality; and [ ] " ti ,dated and recorded/filed by with the Registry in Book ,Page /as Document No. �i (the"Re ug latoa Agreement');and (iii) V subsidized by the federal or state government under the Local Initiative Program,a program to assist construction of low or moderate ' income housing the"Pro am");and i i WHEREAS,pursuant to the Program,eligible purchasers such as the Owner are given the opportunity to purchase residential property at less than its fair market value if the purchaser agrees to certain use and transfer restrictions,including an agreement to occupy the property as a j principal residence and to convey the property for an amount not greater than a maximum resale price,all as more fully provided herein;and 1 � . I i i j i I WHEREAS,DHCD(singly,or if more than one entity is listed,collectively,the "Monitoring Agent')is obligated by the Program or has been retained to monitor compliance with and to enforce the terms of this Deed Rider,and eligible purchasers such as the Owner may be required to pay to the Monitoring Agent,or its successor,a small percentage of the resale i price upon the Owner's conveyance of the Property,as set out in the Regulatory Agreement and as more fully provided herein;and dam , WHEREAS,the rights and restrictions granted herein to the Monitoring Agent and tht Municipality serve the public's interest in the creation and retention of affordable.. busin j for persons and households of low and moderate income and in the restricting of I e isgle price of property in order to assure its affordability by future low and moderate income�purchasers. NOW,THEREFORE,as further consideration for the conveyance ohhe Property at less than fair market value,the Grantor and the Owner, including hl. is(her/thet heirs,successors and assigns,hereby agree that the Property shall be subject to the following rights and restrictions which are imposed for the benefit of,and shall be enforceable b,.y,th'�Municipality and the Monitoring Agent,and, if DHCD is a party to the Regulatory keement and is not the , Monitoring Agent,by DHCD. 1. Definitions.In this Deed Rider,in adds o�to the terms defined above,the following words and phrases shall have the foil g meanings: f tv I Affordable Housing Fund means a fund estA Cd by the Municipality for the purpose of reducing the cost of housing for Eligible-P.Ukchasers or for the purpose of encouraging,creating, or subsidizing the construction or re a iIi "tion of housing for Eligible Purchasers or,if no such fund exists,a fund established by thu ucipality pursuant to Massachusetts General Laws Chapter 44 Section 53A,et seq.: ? A licable Foreclosure Psice:sall have the meaning set forth in Section 7(b)hereof. Appropriate Size Household means a household containing a number of members equal to the i number of bedrooms in the Property plus one. i Approved pialmprovements means the documented commercially reasonable cost of extraord' rylapital improvements made to the Property•by the Owner;provided that the MorutonAgent shall have given written authorization for incurring such cost prior to the cost be winc8irred and that the original cost of such improvements shall be discounted over the course of their useful life. Area means the Primary Metropolitan Statistical Area or non-metropolitan area that includes the Municipality,as deteiinined by HUD,which in this case is I 2 I Area Median Income means the most recently published median income for the Area adjusted I for household size as determined by HUD. If HUD discontinues publication of Area Median Income,the income statistics used by MassHousing for its low and moderate income housing j programs shall apply. Base Income Number means the Area Median Income for a four(4)-person household.. � y I Chief Executive Officer shall mean the Mayor in a city or the Board of Selectmen in a town unless some other municipal office is designated to be the chief executive officer unaer t&N,I FA j provisions of a.local charter. ',,�� Closing shall have the meaning set forth in Section 5(b)hereof. Compliance Certificate shall have the meaning set forth in Section 6(a) ereol Conveyance Notice shall have the meaning set forth in Section 4(aieeo£ Eligible Purchaser means an individual or household earnin .M. ore than eighty percent(80%) of Area Median Income(or,if checked [] Npe cent C_%)of Area Median Income,as required by the Program)and owning assets_npt in excess of the limit set forth in the Program Guidelines. To be considered an Eligible Purchaser,the individual or household must intend to occupy and thereafter must occupy the�PJoper[y as his,her or their principal residence and must.provide to the Monitoring Agent such*cetfications as to income,assets and residency as the Monitoring Agent may require to det tFT! eligibility as an Eligible Purchaser. An Eligible Purchaser shall be a First-Timee6uyer if required by the Program and as specified in the Regulatory Agreement. First-Time Homebuyer means an dvidual or household,of which no household member has had an ownership interest in,a'Aprmcipal residence at any time during the three(3)-year period prior to the date of qualifcal on has an Eligible Purchaser,except that(i)any individual who is a ell displaced homemaker.(a jnay�'be defined by DHCD)(ii)and any individual age 55 or over (applying for age 55 Cr o; r housing)shall not be excluded from consideration as a First-Time Homebuyer underIi is definition on the basis that the individual,owned a home or had an ownership interdst ifi a principal residence at any time during the three(3)-year period. Foreclosure No ice shall have the meaning set forth in Section 7(a)hereof. Ameans the United States Department of Housing and Urban Development. Ineligible Purchaser means an individual or household not.meeting the requirements to be eligible as an Eligible Purchaser. i Maximum Resale Price means the sum of(i)the Base Income Number(at the time of resale) multiplied by the Resale Price Multiplier,plus(ii)the Resale Fee and any necessary marketing 3 i E i ! expenses(including broker's fees)as may have been approved by the Monitoring Agent,plus (iii)Approved Capital Improvements, if any(the original cost of which shall have been discounted over time,as calculated by the Monitoring Agent);provided that in no event shall the Maximum Resale Price be greater than the purchase price for which a credit-worthy Eligible Purchaser earning seventy percent(70%)of the Area Median Income(or,if checked[] percent(_%)of Area Median Income,as required by the Program)for an Appropriate Size Household could obtain mortgage financing(as such purchase price is, determined by the Monitoring Agent using the same methodology then used by DHCD1�for i Local Initiative Program or similar comprehensive permit program);and further prof d Ath f the Maximum Resale Price shall not be less than the purchase price paid for the P4.ear Py the Owner unless the Owner agrees to accept a lesser price. , Monitoring;Services A ear ement means any Monitoring Services Agreem- t fo.monitoring and enforcement of this Deed Rider among some or all of the Developer,the Mooring Agent,the Municipality,MassHousing and DHCD. �,-S. I Mortgage Satisfaction Amount shall have the meaning set fo LVn .e on7(b)hereof. Mortgagee shall have the meaning set forth in Section 7w h reo , r,n" , f Program Guidelines means the regulations and/or guidet es issued for the applicable Program i and controlling its operations,as amended from�li•'me to fine. i Resale Fee means a fee of 2%of the Bae�Ihc�i a Number(at the time of resale)multiplied by the Resale Price Multiplier;to be paid to t}la onrtoring Agent as compensation for monitoring and enforcing compliance with the to 's t is Deed Rider,including the•supervision of the resale process. Resale Price Certificate mea; *t.�he�aceatificate issued as may be specified in the Regulatory Agreement and recorded,,ww�Ae'first deed of the Property from the Developer,or the subsequent certificate .-fan issued as may be specified in the Regulatory Agreement,which q ( ,I' n)' Y P rY sets forth the Resale Pc&7Vlultiplier to be applied on the Owner's sale of the Property,as provided hereinfi so long as the restrictions set forth herein continue. In the absence of contrary s ec _ caQn in the Regulatory Agreement the Monitoring Agent shall issue the certificate. ' Resfale6r�Multiplier means the number calculated by dividing the Property's initial sale price byte I Ye Income Number at the time of the initial sale from the Developer to the first Eligible Purchaser.The Resale Price Multiplier will be multiplied by the Base Income Number at the time of the Owner's resale of the Property to determine the Maximum Resale Price on such conveyance subject to adjustment for the Resale Fee,marketing expenses and Approved Capital Improvements. In the event that the purchase price paid for the Property by the Owner includes such an adjustment a new Resale Price Multiplier will be recalculated by the Monitoring Agent by dividing the purchase price so paid by the Base Income Number at the time of such purchase, 4 i I I I i f and a new Resale Price Certificate will be issued and recorded reflecting the new Resale Price Multiplier. A Resale Price Multiplier of is hereby assigned to-the Property. i Term means in perpetuity,unless earlier terminated by(i)the termination of the term of affordability set forth in the Regulatory Agreement or Comprehensive Permit,whichever is longer;or(ii)the recording of a Compliance Certificate and a new Deed Rider executed by the purchaser in form and substance substantially identical to this Deed Rider establishing a yew, term. W c� "tti 2. Owner-Occupancy/Principal Residence. The Property shall be occup'ed aid used by the Owner's household exclusively as his,her or their principal residence. Y use of the Property or activity thereon which is inconsistent with such exclusive resider se s expressly prohibited. 3. Restrictions Aizainst Leasina,Refinancing and Junior Encumbrances. The Property shall not be leased,rented,refinanced,encumbered (vo�u,>"ly ox otherwise)or mortgaged without the prior written consent of the Monitoring eriprovided that this j provision shall not apply to a first mortgage granted on thetdateNereof in connection with this conveyance from Grantor to Owner securing indebtednessA'k96'ater than one hundred percent r. (100%)of the purchase price. Any rents,profits,or pr ceeds,from any transaction described in the preceding sentence which transaction has not receie requisite written consent of the Monitoring Agent shall be paid upon demand by wn6f t the Municipality for deposit to its Affordable Housing Fund. The Monitoring Agent Municipality may institute proceedings to ,rar recover such rents,profits or proceeds,a�qd ER us. collection,including attorneys' fees. Upon recovery,after payment of costs,the ball Wall be paid to the Municipality for deposit to its Affordable Housing Fund. In the a%.ens;h*gt the Monitoring Agent consents for good cause to any such lease,refinancing,encu bra ice or mortgage,it shall be a condition to such consent that all rents,profits or proceed Wo. q,�`�su'ch transaction,which exceed the actual carrying costs of the Property as determined be�ti9,VI`anitoring Agent,shall be paid to the Municipality for deposit to its Affordable HousingJ..ui � 4. Options to- urchase. (a)When the Owner or any successor in title to the Owner E shall desire to sey—,,dispb of or otherwise convey the Property, or any portion thereof,the Owner shall notit�e Monitoring Agent and the Municipality in writing of the Owner's intention toot Huey the Property(the"Conveyance Notice"). Upon receipt of the Conveyance Notice,1he Monitoring Agent shall(i)calculate the Maximum Resale Price which the Owner may"rea v' on the sale of the Property based upon the Base Income Number in effect as of the dateNofth'c�e Conveyance Notice and the Resale Price Multiplier set forth in the most recently recorded Resale Price Certificate together with permissible adjustments for the Resale Fee, marketing expenses and Approved Capital Improvements(as discounted), and(ii)promptly begin marketing efforts. The Owner shall fully cooperate with the Monitoring Agent's efforts to locate an Eligible Purchaser and,if so requested by the Monitoring Agent,shall hire a broker selected by the Monitoring Agent to assist in locating an Eligible Purchaser ready,willing and able to purchase the Property at the Maximum Resale Price after entering a purchase and sale i 5. I t • i i • i I i agreement. Pursuant to such agreement,sale to the Eligible Purchaser at the Maximum Resale Price shall occur within ninety(90)days after the Monitoring Agent receives the Conveyance ! Notice or such further time as reasonably requested to arrange for details of closing. If the Owner fails to cooperate in such resale efforts, including a failure to agree to reasonable terms in i the purchase and sale agreement,the Monitoring Agent may extend the 90-day period for a period commensurate with the time the lack of cooperation continues,as determined by the Monitoring Agent in its reasonable discretion.In such event,the Monitoring Agent shalgixe, Owner written notice of the lack of cooperation and the length of the extension added to'',the day period. (b)The Monitoring Agent shall ensure that diligent marketing efforts are rnad�e o locate an Eligible Purchaser ready,willing and able to purchase the Property at tl� 7 mum Resale Price within the time period provided in subsection(a)above and to enterithe ryuisite purchase and sale agreement. If more than one Eligible Purchaser is located,the vlonto7ing Agent shall conduct a•lottery or other like procedure to determine which Eligible,Purchaser shall be entitled to enter a purchase and sale agreement with Owner and to purchase't gg,,.Pr,,perty. Preference shall be given to Appropriate Size Households.The procedure for marfeting and selecting an Eligible Purchaser shall be approved as provided in the R�gul Agreement and any applicable Program Guidelines.If an Eligible Purchaser is20'r eateMwithin ninety(90)days after `o M• receipt of the Conveyance Notice,but such Eligible Purch proves unable to secure mortgage financing so as to be able to complete the purchase of,,th`��Property pursuant to the purchase and I sale agreement,following written notice to Ow`kwi -a the 90-day period the Monitoring Agent shall have an additional sixty(60)day t�loe,'''ate another Eligible Purchaser who will enter a purchase and sale agreement and purc4a 6t UgProperty by the end of such sixty(60)-dayyI period or such further time as reasonably, e ite'ted to carry out the purchase and sale agreement. (c)In lieu of sale to an EligiblPurchaser,the Monitoring Agent or the Municipality or designee shall also have the riglilko, rchase the Property at the Maximum Resale Price, in which event the.purcbase andrE agreement shall be entered,and the purchase shall occur j within ninety(90)days after eceipt of the Conveyance Notice or,within the additional sixty (60)-day period specifte„ subsection(b)above,or such.further time as reasonably requested to carry out the purchase', sale agreement.Any lack of cooperation by Owner in measures j reasonably necessary to effect the sale shall extend the 90-day period by the length of the delay caused by succof cooperation. The Monitoring Agent shall promptly give Owner written notice of tof cooperation and the length of the extension added to the 90-day period. In the event,00f%12-66r� Tc a sale to the Monitoring Agent or Municipality or designee,the Property shall riM ubject to this Deed Rider and shall thereafter be sold or rented to an Eligible Purchaser as m%be ore particularly set forth in the Regulatory Agreement. j (d)If an Eligible Purchaser fails to purchase the Property within the 90-day period (or such further time determined as provided herein)after receipt of the Conveyance Notice,and the Monitoring Agent or Municipality or designee does not purchase the Property during said period, then the Owner may convey the Property to an Ineligible Purchaser no earlier than thirty(30) days after the end of said period at the Maximum Resale Price,but subject to all rights and 6• i I 'i i • i i I I restrictions contained herein;provided that the Property shall be conveyed subject to a Deed Rider identical in form and substance to this Deed Rider which the Owner agrees to execute,to secure execution by the Ineligible Purchaser and to record with the Deed;and further provided that,if more than one Ineligible Purchaser is ready,willing and able to purchase the Property the Owner will give preference and enter a purchase and sale agreement with any individuals or households identified by the Monitoring Agent as an Appropriate Size Household earning more than eighty percent(80%)but less than one hundred twenty percent(120%)of the Area Median Income. (e)The priority for exercising the options to purchase contained in this Se Min 44 all be as follows: (i)an EIigible Purchaser located and selected by the Monitoring Agent; ,s provided in subsection(b)above, (ii)the Municipality or its designee,as provided�1svbse �tion(c)above, and(iii)an Ineligible Purchaser,as provided in subsection(d)above. i (f) Nothing in this Deed Rider or the Regulatory Agreement co stitutes a'promise, .commitment or.guarantee b DHCD MassHousin ,the Munici `or thle Monitoring Agent l Y g P '.`tY } ;,, f that upon resale the Owner shall actually receive the MaximurnResale Price for the Property or i any other price for the Property. �,� j 44 The holder of a mortgage on the Pro e is bt obligated to forbear from exercising (g) P rh'Fw' e the rights and remedies under its mortgage,at law or,equity,after delivery of the Conveyance. Notice. 5 Deliveryof Deed, a In co Mori with an conveyance pursuant to an option to ( ) ,� Y Y purchase as set forth in Section 4 aboveioperty shall be conveyed by the Owner to the selected purchaser by a good and s�ilfig' quitclaim deed conveying a good and-clear record and marketable title to the Property- fr`o''m all encumbrances except(i)such taxes for the then current year as.are not due and pa�,abje on the date of delivery of the deed,'(ii)any Iien.for municipal betterments assessedAelKhe date of the Conveyance Notice,(iii)provisions of local building and zoning laws�,(a A.easements,restrictions,covenants and agreements of record specified in the deed fror� tl e Owner to the selected purchaser, (v) such additional easements, restrictions,covenantrs a!V agreements of record as the selected purchaser consents to, such consent not to be- easonably withheld or delayed,(vi)the Regulatory Agreement, and(vii), except as othe ,tse'rovided in the Compliance Certificate,a Deed Rider identical in form and substance td , iF eed Rider which the Owner hereby agrees to execute,to secure execution by the selected p rchaser,and to record with the deed. Said deed shall clearly state that it is made sub ect to the Deed Rider which is made part of the deed.Failure to comply with the p ec`eding sentence shall not affect the validity of the conveyance from the Owner to the selected purct ser.or the enforceability of the restrictions herein. I (b) Said deed,including the approved Deed Rider,shall be delivered and the purchase price paid(the"Closin ")at the Registry,or at the option of the selected purchaser,exercised by written notice to the Owner at least five(5)days prior to the delivery of the deed,at such other place as the selected purchaser may designate in said notice. The Closing shall occur at such 7 i i i r i time and on such date as shall be specified in a written notice from the selected purchaser to the Owner,which date shall be at least five(5)days after the date on which such notice is given,and no later than the end of the time period specified in Section 4(a)above. (c)To enable Owner to make conveyance as herein provided,Owner may, if Owner so desires at the time of delivery of the deed,use the purchase money or any portion thereof to clear the title of any or all encumbrances or interests,all instruments with respect thereto to be , j recorded simultaneously with the delivery of said deed.Nothing contained herein as to e Owner's obligation to remove defects in title or to make conveyance or to deliver possession iof the Property in accordance with the terms hereof,as to use of proceeds to clear title oras'Ao the election of the selected purchaser to take title,nor anything else in this Deed R,d4r�s4,alfibe deemed to waive, impair or otherwise affect the priority of the rights herei�nf'ove�r afters i appearing of record,or occurring,at any time after the recording of this Deed I�der, all such ' matters so appearing or occurring being subject and subordinate in all eyents-kto the rights herein. (d)Water and sewer charges and taxes for the then curreri4 eitd shall be apportioned and fuel value shall be adjusted as of the date of CJosin"nd the net amount thereof ! shall be added to or deducted from,as the case may be,the chase price payable by the selected purchaser. Ric„ (e)Full possession of the Property free from%11 ftc'upants is to be delivered at the time of the Closing,the Property to be then in the samet.onditio as it is in on the date of the execution of the purchase and sale agreement,reasonable vearand tear only excepted. (f)If Owner shall be unable tog ehtit�le or to make conveyance as above required,or if any change of condition in the Proper ';.nit ncluded in the above exception shall occur,then Owner shall be given a reasonably of to exceed thirty(30)days after the date on which the Closing was*to have occurred i wh to remove any defect in title or to restore the Property to the condition herein required-0,k-Owner shall use best efforts to remove any such defects in the title,whether voluntary or..an° luntary,and to restore the Property to the extent permitted by insurance proceeds or And emnation award. The Closing shall occur fifteen(15)days after notice by Owner that .uc `efect has been cured or that the Property has been so restored. The selected purchaserasha leave the election,at either the original or any extended time for performance,to�adcept such title as the Owner can deliver to the Property in its then condition and to pay`tl e' r`No' 'tthe purchase price without deduction,in which case the Owner shall convey j such title�excepp that in the event of such conveyance in.accordance with the provisions of this i clause,;ff to".e Property shall have been damaged by fire or casualty insured against or if a portion oeth Pioperiy shall have been taken by a public authority,then the Owner shall,unless the Owne has previously restored the Property to its former condition,either: (A) pay over or assign to the selected purchaser,on delivery of the deed,all amounts recovered or recoverable on account of such insurance or condemnation award less any amounts reasonably expended by the Owner for any partial restoration,or . 8 . I I ' i I (B) if a holder of a mortgage on the Property shall not permit the insurance proceeds or the condemnation award or part thereof to be used to restore the Property to.its former condition or to be so paid over or assigned,give to the selected purchaser a credit against the purchase price,on delivery of the deed, equal to said amounts so retained by the holder of the said mortgage less any I amounts reasonably expended by the Owner for any partial restoration. 6. Resale and Transfer Restrictions. (a)Except as otherwise provided herein.the11 Property or any interest therein shall not at any time be sold by the Owner,or the Orn6r I successors and assigns,and no attempted sale shall be valid,unless the aggregat _V*e of all consideration and payments of every kind given or paid by the selected purchase 3 3 t�ie�Property a� for and in connection with the transfer of such Property,is equal to or less.tha'th, aximum Resale Price for the Property,and unless a certificate(the"Compliance Certificate l is obtained j and recorded,signed and acknowledged by the Monitoring Agent which Cothpiiance Certificate refers to the Property,the Owner,the selected purchaser thereof,and bet.Maximum Resale Price therefor,and states that the proposed conveyance,sale or transfeflie Property to the selected purchaser is in compliance with.the rights,restrictions,covenants and1greements contained in this Deed Rider,and unless there is also recorded a new D•ed,Rider executed by the selected purchaser,which new Deed Rider is identical in form an&.s�'tance to this Deed Rider. (b)The Owner,any good faith purchaser of tte�1'ro erty,any lender or other party taking a security interest in such Property and any othe ird party may rely upon a Compliance Certificate as conclusive evidence that the pro. ed'conveyance,sale or transfer of the Property to the selected purchaser is in compliance yq e rights,restrictions,covenants and agreements i contained in this Deed Rider,and may re&brd`�'ch Compliance Certificate in connection with the ; conveyance of the Property. \�<.oisk (c)Within ten(10)day snt ,�`closing of the conveyance of the Property from the Owner to the selected purchaggrlihe�Owner shall deliver to the Monitoring Agent a copy of the Deed of the Property, including the deed rider,together with recording information. Failure of the Owner,or Owner's or assigns to comply with the preceding sentence shall not affect the validity of s chconveyance or the enforceability of the restrictions herein. 7. Shi4NVal of Restrictions Upon Exercise of Remedies by Mortgagees. (a)The Q',.ram' eM holder of re rd'i,o� "Mortgage mortgage on the Property(each,a Mortgagee )shall notify the Monitoring A�ent, the Municipality and any senior Mortgagee(s)in the event of any default for ; wh}Aeh e14 ortgagee intends to commence foreclosure proceedings or similar remedial action purrsuan`d its mortgage(the"Foreclosure Notice"),which notice shall be sent to the Monitoring Agent and the Municipality as set forth in this Deed Rider,and to the senior Mortgagee(s)as set forth in such senior Mortgagee's mortgage,not less than one hundred twenty(120)days prior to ? the foreclosure sale or the acceptance of a deed in lieu of foreclosure.The Owner expressly agrees to the delivery of the Foreclosure Notice and any other communications and disclosures made by the Mortgagee pursuant to this Deed Rider. 9 j • I I I (b)The Owner grants to the Municipality or its designee the right and option to purchase I the Property upon receipt by the Municipality of the Foreclosure Notice. In the event that the Municipality intends to exercise its option,the Municipality or its designee shall purchase the Property within one hundred twenty(120)days of receipt of such notice, at a price equal to the greater of(i)the sum of the outstanding principal balance of the note secured by such foreclosing i Mortgagee's mortgage,together with the outstanding principal balances)of any note(s)secured by mortgage(s)senior in priority to such mortgage(but in no event shall the aggregate amo�}-.t thereof be greater than one hundred percent(100%)of the Maximum Resale Price calc ated at the time of the granting of the mortgage)plus all future advances,accrued interest and allyP. reasonable costs and expenses which the foreclosing Mortgagee and any senior N ortgag�ee(s)are entitled to recover pursuant to the terms of such mortgages(the"Mortgage Satisfac-ori' Amount"),and(ii)the Maximum Resale Price(which for this purpose ma to.,1e"ss than the purchase price paid for the Property by the Owner)(the greater of(i)and `4 ab We herein referred td as the"Applicable Foreclosure Price"):The Property shall be solcdand conveyed in its then-current"as is,where is"condition,without representation or wad�'of any kind;direct or indirect,express or implied,and with the benefit of and subject fo'A`i .nigh s,rights of way, restrictions,easements,covenants,liens,improvements,housing co lk"i lations,public assessments,any and all unpaid federal or state taxes(subjeot>,t6�.any rights of redemption for unpaid federal taxes),municipal liens and any other encumb% c s of record then in force and applicable to the Property having priority over such forec'lq�sing Mortgagee's mortgage,and I further subject to a Deed Rider identical in form andksu stance to this Deed Rider which the Owner hereby agrees to execute,to secure exec ut} n b7the Municipality or its designee,and to record with the deed,except that(i)during the to W ownership of the Property by the Municipality or its designee the owner-occupy I iia'ey requirements of Section 2 hereof shall not I apply(unless the designee is an Eli gible�inc�a er),and(ii)the Maximum Resale Price shall be � recalculated.based on the price paida 0iv�.zhe3Property by the Municipality or its designee,but not I greater than the Applicable Foreclo e;Y ice. Said deed shall clearly state that it is made subiect to the Deed Rider whic)b'is made Dart of the deed. Failure to comply with the preceding sentence shall no Ma�ectdt�fie validity of the conveyance from the Owner to the " Municipality or its designee.6.,tlie enforceability of the restrictions herein. (c)Not earliefuan one hundred twenty(120)days following the delivery of the Foreclosure Notice.to the Monitoring Agent,the Municipality and any senior Mortgagee(s) pursuant to su. rion(a)above,the foreclosing Mortgagee may conduct the foreclosure sale or I accept a deed m ieu of foreclosure.The Property shall be sold and conveyed in its then-current "as is,were is�'condition,without representation or warranty of any kind,direct or indirect, expf'ess44or implied,and with the benefit of and subject to all rights,rights of way,restrictions, eas6-enb,covenants,liens,improvements,housing code violations,public assessments,any and all unpaid federal or state taxes(subject to any rights of redemption for unpaid federal taxes), municipal liens and any other encumbrances of record then in force and applicable to the Property having priority over the foreclosing Mortgagee's mortgage, and further subject to a Deed Rider,as set forth below. i - I 10 - i (d)In the event that the foreclosing Mortgagee conducts a foreclosure sale or other i proceeding enforcing its rights under its mortgage and the Property is sold for a price in excess of the greater of the Maximum Resale Price and the Mortgage Satisfaction Amount,such excess shall be paid to the Municipality for its Affordable Housing Fund after(i)a final judicial determination,or(ii)a written agreement of all parties who, as of such date hold(or have been duly authorized to act for other parties who hold)a record interest in the Property,that the j Municipality is entitled to such excess.The legal costs of obtaining any such judicial determination or agreement shall be deducted from the excess prior to payment to they j Municipality.To the extent that the Owner possesses any interest in any amount WW w�oi#a otherwise be payable to the Municipality under this paragraph,to the fullest extent pe mpsible �?n v;,fir by law,the Owner hereby assigns its interest in such amount to the Mortgagee4oayment to the j Municipality. ''* (e)If any Mortgagee shall acquire the Property by reason of foreclos.2110r, upon conveyance of the Property in lieu of foreclosure,then the rights and rest.ictions contained herein shall apply to such Mortgagee upon such acquisition of the1P ope;! and to any purchaser of the Property from such Mortgagee,and the Property shall b�yiconi ed subject to a Deed Rider identical in form and substance to this Deed Rider,w, rch�the Mortgagee that has so acquired the Property agrees to annex to the deed and to 5e o d ,th the deed,except that(i) during the term of ownership of the Property by sucl bX, agee the owner-occupancy requirements of Section 2 hereof shall not apply and�(iitli'e Maximum Resale Price shall be recalculated based on the price paid for the Property bjrsuch Mortgagee at the foreclosure sale, but not greater than the Applicable Foreclosu%LIri'U . Said deed shall clearly state that it is made subiect to the Deed Rider whichJs mane a rt of the deed. Failure to comply with the preceding sentence shall not affect thy.,A' of the conveyance to the Mortgagee or the , ., '. enforceability of the restrictions here ,.> _ (f)If any party other thaq a,,) 'ortgagee shall acquire the Property by reason of foreclosure j or upon conveyance of the Prbpe in lieu of foreclosure,the Property shall be conveyed subject to a Deed Rider identical �Rr�m, and substance to this Deed Rider,which the foreclosing Mortgagee agrees to annexto;the deed and to record with the,deed,except that(i)if the purchaser at such for Io-ure sale or assignee of a deed in lieu of foreclosure is an Ineligible Purchaser,then dur,,i a term of ownership of the Property by such Ineligible Purchaser,the owner-occuprequirements of Section 2 hereof shall not apply,and(ii)the Maximum Resale Price shall ie reca culated based on the price paid for the Property by such third party purchaser at the foreclosli a sale,but not greater than the Applicable Foreclosure Price. Said deed shall clearly�.s fe that it is made subiect to the Deed Rider which is made part of the deed. Failure to comply with the preceding sentence shall not affect the validity of the conveyance to ` such thrd party purchaser or the enforceability of the restrictions herein. (g)Upon satisfaction of the requirements contained in this Section 7,the Monitoring Agent shall issue a Compliance Certificate to the foreclosing Mortgagee which,upon recording in the Registry,may be relied upon as provided in Section 6(b)hereof as conclusive evidence j i . I1 i i i i i i that the conveyance of the Property pursuant to this Section 7 is in compliance with the rights, restrictions,covenants and agreements contained in this Deed Rider. I (h)The Owner understands and agrees that nothing in this Deed Rider or the Regulatory Agreement(i) in any way constitutes a promise or guarantee by MassHousing,DHCD,the Municipality or the Monitoring Agent that the Mortgagee shall actually receive the Mortgage Satisfaction Amount,the Maximum Resale Price for the Property or any other price for th eak i Property,or(ii)impairs the rights and remedies of the Mortgagee in the event of a defioiency; (i)If a Foreclosure Notice is delivered after the delivery of a Conveyanc otice as i N, , provided in Section 4(a)hereof,the procedures set forth in this Section 7 shallksueYee the provisions of Section 4 hereof. ,�, � 8. Covenants to Run With the Property. (a)This Deed Rides,�nclilding all restrictions,rights and covenants contained herein,is an affordable housibg restriction as that term is defined in Section 31 of Chapter 184 of the Massachusetfs;Genera1;Laws,having the benefit of Section 32 of such Chapter 184,and is enforceable suc7: This Deed Rider has been approved by the Director of DHCD. , (b)In confirmation thereof the Grantor and.theeO,,��net intend,declare and covenant (i) i that this Deed Rider,including all restrictions,rights aanddkovenants contained herein, shall be and are covenants running with the land,encum'&ringVe Property for the Term,and are binding upon the Owner and the Owner's successors n`jtel�°`and assigns,(ii)are not merely personal covenants of the Owner,and(iii)shall eurditc�,he benefit of and be enforceable by the. ! Municipality,the Monitoring Agent and:I)1CDland their successors and assigns,for the Term. Owner hereby agrees that any and g'• ri irements of the laws of the Commonwealth of Massachusetts have been satisfied dr for the provisions of this Deed Rider to constitute '� restrictions and covenants runny_ . ii the land and that any requirements of privity of estate i have been satisfied in full. 9. Notice. y'nnotices,demands or requests that may be given under this Deed Rider shall.be suffici titi 'seined if given in writing and delivered by hand or mailed by certified or registered mail,postage prepaid,return receipt requested,to the following entities and parties in interest at theardcl esses set forth below,or.such other addresses as'may be specified by any party(or its,,ucge sor)by such notice. pM inicibality: i Grantor: i i • i i Owner: ` 12 i i i i I i I I Monitoring Aeentfsl i (1) Director,Local Initiative Program DHCD 100 Cambridge Street " Suite 300 U Boston,MA 02114 (2) Others: n, tk w t y Any such notice,demand or request shall be deemed to have been given on the day it is hand delivered or mailed. ' � * ! ate i 10. Further Assurances, The`gwp vagrees from time to time,as may be reasonably required by the Monitoring Agent,to l -the Monitoring Agent upon its request with a written statement, signed and,if re ueKd;acknowledged,setting forth the condition and occupancy of the Property,inforratiRoncerning the resale of the Property and other material Proper information pertaining to the ty and-the Owner's conformance with the requirements of the Comprehensive Permit,Pro;: ndProgram Guidelines,as applicable. � � i 11. Enforcement'." a)The rights hereby granted shall include the right of the Municipality and the opitoring Agent to enforce this Deed Rider independently by appropriate legal proceedings..and in injunctive and other appropriate relief on account of any j violations incluil rrg{Without limitation relief requiring restoration of the Property to the ' condition,aVorda-'ility or occupancy which existed prior to the violation impacting such conditio. aff6fdability or occupancy (it being agreed that there shall be no adequate remedy at law,efo `such violation),and shall be in addition to,and not in limitation of,any other rights and remRi ie5 available to the Municipality and the Monitoring Agent. (b)Without limitation of any other;rights or remedies of the Municipality and the Monitoring Agent,or their successors and assigns,in the event of any sale,conveyance or other transfer or occupancy of the Property in violation of the provisions of this Deed Rider,the ' Municipality and Monitoring Agent shall be entitled to the following remedies,which shall be cumulative and not mutually exclusive: 13 i I (i) specific performance of the provisions of this Deed Rider; (ii) money damages for charges in excess of the Maximum Resale Price, if applicable; (iii) if the violation is a sale of the Property to an Ineligible Purchaser except I as permitted herein,the Monitoring Agent and the Municipality shall have the option to locate an Eligible Purchaser to purchase or itself purchase the lope from the Ineligible Purchaser on the terms and conditions provided heiame ' purchase price shall be a price which complies with the provisions,o'lthis deed Rider;specific performance of the requirement that an Ineligible maser shall sell,as herein provided,may be judicially ordered. 'r (iv) the right to void any contract for sale or any sale,con:e,-ance or other transfer of the Property in violation of the provisions of t`l its Deed Rider in the absence of a Compliance Certificate,by an action• eq<uityao enforce this Deed Rider;and (v) money damages for the cost of creat hi of btaining a comparable dwelling unit for an Eligible Purchaser. ,I'k (c)In addition to the foregoing,the Owner here ' agrees and shall be obligated to pay all fees and expenses(including legal fees)of theonitoring Agent and/or the Municipality in the event successful enforcement action is take�4against the Owner or Owner's successors or assigns.The Owner hereby grants to the It on�f&ing Agent and the Municipality a lien on the Property,junior to the lien of any instituhona1 holder of a first mortgage on the Property,to i secure payment of such fees and ex� en q -any successful enforcement action. The Monitoring j Agent and the Municipality shall�lie�nfiitled to seek recovery of fees and expenses incurred in a ! successful enforcement action_o�``t�h�s�Deed Rider against the Owner and to assert such a Iien on the Property to secure paymentby'the Owner of such fees and expenses.Notwithstanding anything herein to the co�'f ;in the event that the Monitoring Agent and/or Municipality fails I to enforce this Deed provided in this Section,DHCD,if it is not named as Monitoring { Agent,shall have the`same rights and standing.to enforce this Deed Rider as the Municipality and MonitringA t. i (d)Thy'' OW. ner for himself,herself or themselves and his,her or their successors and assignsghereb "grants to the Monitoring Agent and the Municipality the right to take all actions tv _ +°• w_ resp��to the Property which the Monitoring Agent or Municipality may determine to be I ece sary or appropriate pursuant to applicable law,court order,or the consent of the Owner to prevent,remedy or abate any violation of this Deed Rider. I 12. Monitoring Agent Services,Fees. The Monitoring Agent shall monitor i compliance of the Project and enforce the requirements of this Deed Rider. As partial compensation for providing these services,a Resale Fee [)] shall [ ]shall not be payable to the j Monitoring Agent on the sale of the Property to an Eligible Purchaser or any other purchaser in i 14 I • i ' I • i i i f Rider. This fee if imposed,shall be aid b the Owner accordance with the terms of this Deed Ri p p Y herein as a closing cost at the time of Closing, and payment of the fee to the Monitoring Agent shall be a condition to delivery and recording of its certificate,failing which the Monitoring Agent shall have a claim against the new purchaser,his,her or their successors or assigns,for ' which the Monitoring Agent may bring an action and may seek an attachment against the Property. i 13. Actions by Municipality. Any action required or allowed to be taken by ' Municipality hereunder shall be taken by the Municipality's Chief Executive Office0' Nignee. 14. Severability. If any provisions hereof or the application thereof togaq `p or circumstance are judicially determined,to any extent,to be invalid or unen o kffile,' he remainder hereof,or the application of such provision to the persons or ci mst.tanbes other than l those as to which it is held invalid or unenforceable,shall not be affected th�Ye''�eby. I` 15. Independent Counsel. THE OWNER ACKNOWLI3-DG�SJHAT HE, SHE,OR THEY HAVE READ THIS DOCUMENT IN ITS ENTIRETY ANID AAS HAD THE OPPORTUNITY TO CONSULT LEGAL AND FINANCIALtDVTSORS OF HIS,HER OR :ERY AND PERFORMANCE THEIR CHOOSING REGARDING THE EXECUTION,D) OF THE OBLIGATIONS HEREUNDER. ; 16. Binding Agreement. This Deed Rider�I bind and inure to the benefit of the j persons,entities and parties named'berein and ebguccessors or assigns as are permitted by this Deed Rider. 17. Amendment. This Deedem y not be rescinded,modified or amended, in ��` a; whole or in part,without the writtemcco' sent of the Monitoring Agent,the Municipality and the holder of any mortgage or other c5 tq instrument encumbering all or any portion of the Property,which written consent-'sal e recorded with the Registry. Executed as a sealed instrument this day of ,200_. Grantor: Owner: By By a. i i i I _ i I • I I COMMONWEALTH OF MASSACHUSETTS ' County,ss. On this day of 200_,before me,the undersigned notary public, personally appeared ,the of in its capacity as the of ` pro ed P 37 tome through satisfactory evidence of identification,which was [a current driver's j06ns']t.[a current U.S.passport] [my personal knowledge),to be the person whose name isgsigq d on the preceding instrument and acknowledged the foregoing instrument to be his or,be_r a act and deed and the free act and deed of as x,' of Notary Public 0 I My commissions res COMMONWEALTII)Pv1ASSACHUSETTS I County,ss. On this day of �, ,200�before me,'the undersigned notary public, personally appeared �: •_< ;the of in its'e`.a •Remy as the of ,proved to me through satisfactory e�vVence of identification,which was [a current driver's license] [a I current U.S.passport],[ yersonal knowledge],to be the person whose name is signed on the preceding instrument%nd'.acknowledged the foregoing instrument to be his or her free act and deed and the fre Gt and deed of as of Notary Public I My commission expires: i i 16 i I BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register • j I Affidavit of-Substantial Financial Interest 1,Victoria Goldsmith,Executive Director of Habitat for Humanity of Cape Cod,Inc. on oath depose and state as follows: leis 1. 1 am an applicant for a building permit for the roperty located at Map52 , Parcel 036&036/001 . The address of the property is Stage Road 2. ]have 100 %legal.or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3.Within in the last twelve months from today's date,which is May 6,2015 ,the following individuals or entities have had a 1%or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address James A.Jenkins and Susan L.Jenkins 227 Pine Street,West Barnstable,MA 02668 4. Within the last twelve months,from today's date,which is May 6,2015 ,I have had a 1%or greater legal or equitable interest in the following properties which have been the subject of a building permt application: MaplParcel Address please see attached letter 5. Within this calendar year, I have submitted 7 building permit applications for property in which I have a 1%or greater legal or equitable interest. 6. Within the last ten days, [ have submitted 1 . building permit applications for property in which I have a.1%or greater legal or equitable interest. 7. Within this month, I have submitted o building permit applications for property in which.1 have a 9%legal or equitable interest. 8. Within this month, I have received o building permits for property in which I have a 1%legal or equitable interest. Signed underthe pains and penalties of perjury,this. 6 day of May,2015 ,200_. 2001-0050/affin 1 Q/LOTrERY%AFFlDAvrr I r • • • Habitat for Humanity of Cape Cod 1 411 Main Street Suite 6 • Yarmouthport, MA 02675 • 508-362-3559 www.habitatcapecod.org Town of Barnstable Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner 200 Main Street Hyannis, MA 02601 May 6, 2015 Dear Mr. Perry Within the last twelve months, from today's date, which is May 6, 2015, 1 have had a 1%or greater legal or equitable interest in the following properties which have been the subject of a building permit application: 7A-7F Virginia Street, Yarmouth, MA—36/66.1, 36/66.2, 36/66.3, 36/66.4, 36/66.5, 36/66.6, 36/66.7 2 Rabbit Run, Eastham MA—15/96L Main Street, Chatham, MA—9E-6-2B 1092 Oak Street Harwich, MA—92/E1-1, 92/E1-2, 92/E1-3, 92/E1-4, 92/E1-5, 92/E1-6, 92/E1-7, 92/E1-8 28 and 29 Sesame Street, Barnstable, MA— 173/007/001 and 173/007/002 6 Park Place, Mashpee, MA—33/N2-3 55a & 55b Glenwood Ave, Falmouth, MA—47A08-010-000 72 Ginger Lane, Barnstable, MA—247/148 10,12,14,16, 18 & 19 Bevan Way, Orleans, MA 25/100 Sinc r ly, 4 Vi to if a G Ids ith Executive Director 40te • • Habitat for Humanity of Cape Cod 1 411 Main Street Suite 6 • Yarmouthport, MA 02675 • 508-362-3559 www.habitatcapecod.org Town of Barnsntable Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner 200 Main Street Hyannis, MA 02601 April 29, 2015 Dear Mr. Perry Robert M. Ryley, CS# 3268, is the Director of Construction for Habitat for Humanity of Cape Cod, Inc. He is a full time employee of Habitat, and is authorized to pull Building Permits for Habitat's affordable housing builds. Specifically, he is authorized to pull permits for our upcoming Barnstable projects at 1819 Old Stage Road, Marstons Mills. If you have any questions, please feel free to call. Sin ely, Victoria Goldsmith Executive Director i Town of Barnstable : = Regulatory Services _chard V.Scali bderim Dior Radnng Division Tom Perry,Dmldmg Commiss4onar - 2.00 Main Street; MA 02601 www town mrnstable ma.us Office: 508-862-4038 Fes: 508-790-Q3O Property Owner Must Compjeta and Sign This Section' If Using A Builder Victoria Goldsmith,Executive Director Habitat for Humanity of Cape Cod,Inc. as Owner of the sahlect p=oPerit7 hereby authorize Robert M.Ryley,Director of Construction,Habitat to act on mybehaK is 0 matixrs relative to work m6nazed by this bmlding permit 1815 Old Stage Road,West Barnstable,MA (Address of Job) Pool fences and alarms are the responsibility of the applicant Pools are not to be filed or ntlized before fence is installed and all final inspections are petforme epted. 0 same as owner S*at+ue of 046 S*a-b to of9pp1ic=t Victoria Goldsmith PantN=e PsiatNone .5-8-15 ` Date I MA t rn Surety Company RIDER INCREASING OR DECREASING PENALTY OF, BOND Site Improvement Performance For Driveway/Curbing To be attached to and form part of Permit Town of (Description of Bond) Bond No. 71370720 issued on behalf of Habi tat For Human;i-): of Coil, Inc. as principal in favor of Town of Barnstable Obligee. WESTERN SURETY COMPANY, (hereinafter called the Company) hereby increases the penalty from Four Hundred and 00/100 DOLLARS ($400.00 ) to One Thousand Five Hundred and 00/100 DOLLARS ($1,500.00 ) subject to the covenants and conditions of said bond, except as herein stated. This rider becomes effective on the 7 th day of May 2015 at twelve and one minute o'clock AM standard time. Si gtad� ted this 7th day of May 2015 y_�� zsb€` 'F�r HABITAT FOR HUMANITY OF COD, INC. ., , Principal By c s 3T_vE�Se _t3 ��'il6ia C!I'j _- ACCEPTED WESTER URETY COMPANY By Obligee Paul T. at,Vice President By By Form 480.10-2012 •.� i f Y Y f fJff: Western Surety Company ,f f• . f f CONTINUATION CERTIFICATE d Western Surety Company hereby continues in force Bond No. 713]Q%.ZL briefly , described as SITE TMPROVEM .NT PERFORMANCE FOR DRIVEWAY/CURBTNC PERMIT TOWN OF BARNSTABLE _ for HABITAT FOR HUMANITY OF COD. INC ,.as Principal, in the sum of$ FOUR HUNDRED AND NO1100 Dollars, for the term beginning Tanury 22 , 2015 , and ending Janu&ry 22____, 201� subject to all the covenants and conditions of the original bond referred to above. i { i This continuation is issued upon the express condition that the liability of Western Surety Company under said Bond and this and all continuations thereof shall not be cumulative and shall in no event exceed the total sum above written. i Dated this 12 day of Feb —gary VJ,F°29f�o,e WESTERN URETY COMPANY By1AA G- MPaul T. Br at, Vice President ,$I,D l.T�`led��a` r f�lidut}ttS1��a f c f F , G f L', Form9O-A-8-2012 THIS "Continuation Certificate"MUST BE FILED WITH THE ABOVE. BOND. f p Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-003268 i _%:11s ROBERT M RYLEN 462 HARWICH RDA Brewster MA 026-31 Expiration Commissioner 03/08/2017 ��� Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Bostoli, Massachusetts 02116 Home Improvement Coffif-ator Registration k= - Registration: 112143 Type: DBA Expiration: 12/16/2015 Tr# .246109 RYLEY CONSTRUCTION -- - V 'P,OBERT RYLEY 462 HARWICH RD -BREWSTER, MA 02631 ? Update Address and return card.Mark reason for change. :CA 1 4' 2OM-05/1 I Address [:] Renewal Employment Lost Card C-f/ze tpoarir�zasuaecr�C/o�C-/�caaac�eL� - _ - Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. Iff found return to: istration: `' 9 1:1.2i,43 Type: Of face of Consumer Affairs and Business Regulation xpiration: �-;72i1—5,. DBA _ x 10 Park Plaza-Suite 5170 + Boston,MA 02116 ,(LEY CONSTRUCTI.'Ot11';= tj DBERT RYLEY ;2 HARWICH RD 2EWSTER,MA 02631 Undersecretary $/ , Not valid without Sig tune I r AWC Guide to Wood Construction in Nigh Wind Areas: 110 naph Wind Zone Massach us efts Chookfist for (Compliance(780 CAUk 5301.2.1.1)' Q✓ Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)................................................................... .................................................110 mph a/ WindExposure Category.................................................................. .............................................................B --1�1 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ I stories :5 2 stories 1✓ RoofPitch ......................................................................... (Fig 2) ........................................... & <12:12 is MeanRoof Height ..............................................................(Fig 2)................................................. 110 ft `-33' BuildingWidth,W...............................................................(Fig 3)................................................ z0 ft <_80' BuildingLength, L ..............................................................(Fig 3)................................................. ft s 80' Building Aspect Ratio ........... .... ...... .. ....... g ) <_ Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ ( ' _<6'8„ o�- 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ ✓ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry.................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general..........................................(Table 4)............................:.................. 91 in. ✓ Bolt Spacing from end/joint of plate ............................(Fig 5)..................................... 10 in.:5 6"-12', �- Bolt Embedment-concrete..........................................(Fig 5).........................................I....... IF in. >_7" Bolt Embedment-masonry........................................ (Fig 5)............................................ /Win.>_15" r� PlateWasher...............................................................(Fig 5)............................................... 3"x 3"x W �-- 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... o.✓ Maximum Floor Opening Dimension...................................(Fig 6)............................�0 ft<-12'or L/2 or W/2. V- - Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).....................I.................. Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)..................................................... ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................A ft -<d _L FloorBracing at Endwalls...................................................(Fig 9).................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).......................... .y...... ✓ Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... Y!!�in. L.-- Floor Sheathing Fastening..................................................(Table 2).. o d nails at_62_in edge/ZgR in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... d ft :510'. Non-Loadbearin walls................ ....................(Fig 10 and Table 5 'g ............ ( 9 )...........................mac', ft <_20 �-' Wall Stud Spacing ........................................................(Fig 10 and Table 5).................../& in.<-24"o.c. r�- Wall Story Offsets .................................:......................(Figs 7&8)............................................/VP.ft -<d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2xk-rlft 9 in. L-- — Non-Loadbearing walls................................................(Table 5)...........................:..2x 4 - i ft � n. p�--- Gable End Wall Bracing° ' Full Height Endwall Studs...........................................:(Fig 10).................................................................. WSP Attic Floor Length................................................(Fig 11)............................................. �ft>_W/3 0/ Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ft-:0.9W u�- 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)............................................................ Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).....................................15; ft ai Splice Connection(no,of 16d common nails)..............(Table 6)..........................................................� 'r A WG Guide to Wood Construction in High Wind Areas:yeas: 110 mph Wind Zone Massachusetts Checklist for Q,®MPfia Ce (780 C1R5301.2.1.1)x Loadbearing Wall Connections Lateral (no.of endnailed 16d common nails)..............(Table 7)........................................................ Non-Loadbearing Wall Connections Lateral (no.of endnailed 16d common nails)...............(Table 8)........................................................ I� Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. ft 0 in. _11' tG''. Sill Plate Spans ........................................................(Table 9).................................. 94 ft D in._<11' Full Height Studs (no. of studs)...................................(Table 9)...........................................I.......I..... A Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................. 0 ft® in.<_12' s' SillPlate Spans...........................................................(Table 9).................................. ® ft 0 in.<_12" Full Height Studs(no.of studs)....................................(Table 9)........................................................ &R V ' Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously` Minimum Building Dimension,W p Nominal Height of Tallest Opening2 ..............................................................................6 9 5 6'8" SheathingType..............................................(note 4)...................................................... ®S ►r Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ to in. r="" Field Nail Spacing able 10 ................................................. in. n� Shear Connection(no. of 16d common nails)(Table 10)........................................................3 p" Percent Full-Height Sheathing ......... Table 10 ..................................................3 f % o r- 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)......:.............. Maximum Building Dimension, L f Nominal Height of Tallest Opening2........................................................................G S<6'8" SheatSheathing — hing Type..............................................(note 4)...................................................... OS Ede Nail Spacing Table 11 or note 4 if less)........................ & in. Field Nail Spacing..........................................(Table 11)................................................./c� in. �--- Shear Connection(no. of 16d common nails)(Table 11)........................................................3?¢ Percent Full-Height Sheathing .... Table 11 ........................... .. .................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ v 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) ✓ Roof Overhang ................................................... (Figure 19)............../ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=J� plf Lateral.............................................(Table 12)..................... .......................L=�plf Shear...............................................(Table 12)............................................S=-LL& Of �— Ridge Strap Connections, if collar ties not used per page 21.....(Table 13).............................. T= /_plf Gable Rake Outlooker.........................................(Figure 20).............. 0 ft:5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U4Q lb. Lateral(no.of 16d common nails)...(Table 14).......................................L=IL)_Ib. r�-- Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. Roof Sheathing Thickness........................................... ............................................. in.>_7/16"WSP a.s Roof Sheathing Fastening Table 2 .......................................................... Notes: 1. This checklist must 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 bold 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 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. i A NYC Guide to Wood Construction in High WindArea_s: 110 mph Wind Zone Massachusetts setts Checklist for COMPHMCe (780 CMR 5301.2.1.1)x 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing 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 the Figure, Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachu s efts Chetkfist for Comrnphance (7so CMR 5301.2.1.1)1 --VMM THiS EDGE RESTS ON FRAMM UM8d WAILS ATTb� eo aL ' it Ge IF I al uo er e e.0 9-1 it 11 11 0 dl op al ea Ir II 11 11 e it le el a w a-I i I B I t o el tl! — F le tll � i i! id 11 e Ir °� II or Ir rl al it � 1 i[ � 11 It Cb 1 I! aB er `gj I 8 IJ e,r i d I I I I 1 1 7 d • 1 � II tl 11 r fl ell II r 11 41 `t Rpr PANEL See Detail on Next Page Vertical and Horizontal Mailing for Panel AttaGhment I y AWE`Guide to Wood Construction in High IWindAreas: 110 mph Wind Zone Massachusetts setts cCheckfist jfor FCOMPU . Ce (780 CMR 5301.2.1.1)1 I ILU ,� 1 �:3 e r 1 a t r + 1 FRAMING RAEAABEM i i 1 E�i� ��TE F ± 1 �1 I t - 1 1 I `- �tl��• 1 1 a,do Pbee� STAGGERED ML PATTERN PAN9L 7 Deta11 Verjical and Horizontal Nailing for Panel Attachment vi. I A PA Fire Protection of Floors (FP-04)for Compliance with 2012 IRC Section 501.3 and 2015 IRC Section R3O2.13 Fire Protection:Mineral Wool Insulation The following fire resistance design is an altemative to the 2-by-10 dimensional lumber prescribed in 2012 IRC Section R501.3 and 2015 IRC Section R302.13 Exception 4,with demonstrated equivalent fire perforrywce All BCIO Joists;All AJS®Joists Mineral Wool Insulation(0) - -- Floor sheaihing 0 - —I-joist 0--- Mineral wool insulation 0 '� Crawl Space Exception(`) In accordance with Exception 2 of the 2012 IRC Section R501-3 and 2015 IRC Section R302.13,floor assemblies located directly over a crawl space not intended for storage or fuel-fired appliances do not require mineral wool insulation for fire protection. -- Floor sheathing 0- - - 1-joi5t 0..... - .. ... Automatic Sprinkler Exceptionk'Q In accordance with Exception 1 of the 2012 IRC Section R501.3 and 2015 IRC Section R302-13,floor assemblies located directly over a space protected by an automatic sprinkler system do not require mineral wool insulation for fire protection. Floor sheathing 0— — I-joist 0- Automatic sprinkler system O (A) Floor sheathing:Materials and installation in accordance with 2012 and 2015 IRC Section R503- (B) IAoist Installation in accordance with Section 4-0 of this report Maximum 24 inches on center spacing. Mnmum flange size of 1-1/8 inches thick x 1-3/4 inches wide- Minimum web thickness of 318 inch. Adhesives used shall be as described in the quality manual approved by APA. (C) Mineral wool insulation:Minimum 2.5 Ib/ft'(nominal)and 3 inches thick mineral wool insulation installed as shown with insulation supports,spaced no more than 24 inches apart and no more than 4 inches from ends of baits. Mximum 2.51Wft'(nominal)and 2 inches thick mineral wool insulation shall be permitted if the IAoists are spaced no more than 16 inches on center. Use min-15-25 inches,18-5 inches,and 23 inches wide batts when lAoist spacing is 16 inches,19.2 inches,and 24 inches on center,respectively. (D) Automatic sprinkler system:System in accordance with Section P2904 of the 2012 and 2015 IRC,NFPA 13D,or other equivalent sprinkler systems. Notes: (a) In accordance with Exception 3 of 2012 IRC Section R501.3 and 2015 IRC Section R302-13,portions of floor assembly can be unprotected when complying with the following: 1) The aggregate area of the unprotected portions shall not exceed 80 square feet 2) Fire blocking in accordance with 2012 and 2015 IRC Section R302.11.1 shall be installed along the perimeter of the unprotected portion to separate the unprotected portion from the remainder of the floor assembly- (b) Thicker insulation may be required for energy code compliance purposes. Check with the local building official for specific juristictional requirements- (c) Insulation may be required for energy code compliance purposes. Check with the local building official for specific jurisdictional requirements. REPRESENTING THE ENGINEERED WOOD INDUSTRY 7011 South 19th Street•Tacoma,Washington 98466-5333•Phone:(253)565-6600•Fax:(253) 565-7265• www.apawood.org f i Registry ID Home Energy Rating Certificate Rating Number Certified Energy Rater Bruce Torrey Old Stage Lot 2 Rating Date 03/11/2015 West Barnstable,MA 02668 Rating Ordered For Habitat for Humanity Cape cod cEsiimated AnnualrEnergy,Cost - Use MMBtu Percent 5 Stars Plus Projected Rating Heating 8. 3 % HERS Index:64 Cooling 1.2 4% Hot Water 4.2 15% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 14.2 51% Generaf.lnformation R ,; :� `: y ;' Photovoltaics 0.0 0% Conditioned Area 972 sq.ft. House Type Single-family detached Service Charges 0% Conditioned Volume 7773 cubic ft. Foundation Unconditioned basement Total 28.1 100% Bedrooms 2 r, r Cflt2rla Mechanical Systems'Features T „"= This home meets or exceeds the minimum criteria for the following Air-source heat pump: Electric,Htg:10.3 HSPF.Clg:20.2 SEER.4:: 2012 International Energy Conservation Code Water Heating: Heat pump,Electric,2.35 EF,50.0 Gal. Duct Leakage to Outside 38.00 CFM25. Ventilation System Exhaust Only:32 cfm,6.0 watts. Programmable Thermostat Heat=No;Cool=No Building Shell'Featuires Ceiling Flat R-60.0 Slab None Sealed Attic NA Exposed Floor R-30.0 ''e Vaulted Ceiling NA Window Type U-Value:0.300,SHGC:0.290 Above Grade Walls R-25.0 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 Lights and ApPliakiT,eattires ti� 'r �«='7 ,7 r ;�;�.. � ; ' a�: Sagamore Beach MA 02562 508-833-3100 Percent Interior Lighting 100.00 Range/Oven Fuel Electric infoCaenergycodehelp.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 REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings.m 1985.2014 Architectural Energy Corporation,Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. I ' 780 C` R: :STATI BOARD OF BUILDING RY ULATIONS AND S.rANDARDS N U01.2 and Y1.101.2.1 Replace as follows. NJ 101.2 Compliance. Climate zone.5A shall be used for municipalitics in MA. Compliance to this chapter shall be demonstrated by,.cithrr: 1. Mcctirg the requirern=ts of the Aret7jarionai{'neme y C-onserwfion Code 200..9 or, 2. Compliancewith Sections\l 101,N 1102.4,A t 102..5,N 1103.1,\'1103-2.2,T 1103:2.3, and\1103.3 to N1103.9 and either: a. Sections`1102.1 through NI 102.3,N 1103.2.1 oral N 1104.1 or b. Section 405 of the MI&.7rarfonai Eae'Mv Consennrior Code 2009 and these)tassa- chusctts amentimcatts: 405.6.2.1 Add stbsection: 405.61.1 Approved Calculation Software Tools. Software tools meeting the requirements of Subsection 405.6 are: 1. RF-Scheck:found at lhill ta„ u__c,0ct f ? 405.7 Add subsectioas: 405.7 approved Alternative Energy Performance Methods.In eddition to the IECC performance compliance path detailed in subsections 405.1 to 405.5 the follpuing rating threshold criteria of this section are sufiicicnt to demonstrate energy code compliance under section 405 urithout calculation of a standard reference design. 1. RESINET Approved Software for the Home Energy Rating System (HERS). Where the HERS rater verified index on the building is 75 or fc er points for the finished building together with a completed and HERS rater verified ENERGY STAR Thermal. Enclosure Checklist_ The manelatrrrl, provisions of subsection 401.2 apply. 2. Passh-e House Institute US(Pl'~1t.IUS) Approved Software; Passive Mouse Planning Package(PHPP),. Whcrc the Specific Space Heat Demand as modeled in PassiVC, Housc .Planning Peel age(PHPP) by a Certified PassiN,c House.Consultant is less than or equal to:20}:Btudsq ftly car. The nttartdawy prt»:simis of sub-secaion 01.2 axsply. 405.7.1 Documentation. The fatloNving documentallon is r'rguiwd.tbr encrn, code comp liana:under subsection 405.7:: 1. Yor HERS compliance,2'compliance report which ircludes a pmposed MRS indent of75 or lo,,v r,a ascription of the building"crierpy fostims; and a stalem-ent that the rating index is"based.on plans',will be required far iswance of a building}x-rntar. A copy of the final certificate indicating that the HERS rater verif cd index is 75 or less for the finishcd bid Iding togetlicl ,arith a completed HERS rater Nrcrifted ENERGY STAR Thermal Enclosure Checklist is to be submiitcd to the""building s?#'r&af bcramthe certificate of occupancy is issued.. 2.. For Passive House Planning"Package (P)iPP) verilied compliance, a cotnpliancefe.atures,and a statement that th; estimated Speci fie Space bleat Demand is "basod on plans"' will be required for issuance of a.budding permit. A copy of11it,final PHPP retain indicating the finished hui.ldirig achim- s a t erfificd Pawivt House Consultant-verificd.Specific Space heat Demand of less than or equal to 20 yKBtusrsq fVycar shtlll be submitted to the huff ing ajrcral before the e wrtaficatc of oecupancy is issued. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 ^ These truss designs rely on lumber values established by others. MiTek® MiTek USA, Inc. RE: 42425 - Lot#2 - 1819 Old Stage Rd 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 314-434-1200 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: IRC2012/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [IWividd4w#b: 130 mph Design Method: MWFRS (Envelope)ASCE 7-10 [Low Rise] Roof Load: 50.0 psf Floor Load: N/A psf Mean Roof Height: 25 No. Seal# Job ID# Truss Name Date 1 1123839036 142425 IT01 3/19/015 12 1123839037 142425 IT01 GE 13/19/015 1 13 1123839038 142425 I T02 13/19/015 1 14 1123839039 142425 IT02GE 13/19/015 1 �W�yH OF A4.4 The truss drawing(s)referenced above have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters �� XUEGANG provided by Quick Build. o LIU 3 STRUCTURAL cn Truss Design Engineer's Name: Liu, Xuegang No.43283 My license renewal date for the state of Massachusetts is June 30,2016. Ago 9Fc/sTeP``°��``Q ASS/ONAL Eft' NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. March 19,2015 Liu, Xuegang Job Truss Truss Type Qty Ply Lot#2-1819 Old Stage Rd 123839036 42425 T01 COMMON 8 1 Job Reference(optional) Quick Build Truss Co.,Inc., Swansea,MA 7.610 s Jan 16 2015 MiTek Industries,Inc. Thu Mar 19 10:56:10 2015 Page 1 I D:sMV8MYCLkykOn9D76T_vDPyD1 I B-zg7rAMSm85MDgK7yWHh8y5WsC4bl?k4utnzpQBzZOTZ 7-7-12 i 15-0-0 22-4-4 + 30-0-0 31-0-0 1-0-0 7-7-12 7-0-0 744 7-7-12 1-m 4x5= Scale:3/16"=1' E 6.00 12 P Q 46 i 46 D F 3x6 i O R 3x6 C G 5x8 II 5x8 II B H I 1N 11 N S T M U L V K W X J 5x6= 4x4= 46= 44 = 5x6 = 10-1-3 19-10-13 30-0-0 10-1-3 9-9-11 10-1-3 Plate Offsets(X.Y)— [Ba0-3-15-3 Ed�IH�O-3-15.0-0-0) [J Edge 0-2-12][MEdge 0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.32 K-M >999 240 MT20 197/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.63 Vert(TL) -0.48 J-K >744 180 TCDL 10.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.08 J n/a n/a BCLL 0.0 ' Code IBC2009/TPI2007 (Matrix) Weight:135lb FT=1% BCDL 10 0 LUMBER- BRACING- TOP CHORD 2x4 SPF 210OF 1.8E*Except* TOP CHORD A-C,G-I:2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc, Except: BOT CHORD 2x4 SPF 210OF 1.8E 15-0-0 oc:A-B,H-1. WEBS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals. BOTCHORD Installation 1 Stabilizer(s)at 15-0-0(max)oc. Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-N.F-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) N=1802/0-5-8,J=1802/0-5-8 Max Horz N=-240(LC 5) Max UpliftN=466(LC 7),J=-466(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=-357/292,C-0=-207/295,D-0=-123/313,D-P=-2119/534,E-P=-1973/569, E-Q=-1973/569,F-Q=-2119/534,F-R=-123/313,G-R=-207/295,G-H=-357/292, B-N=-476/394,H-J=-476/394 BOT CHORD N-S=-299/1858,S-T=-299/1858,M-T=-299/1858,M-U=-75/1436,L-U=-75/1436, L-V=-75/1436,K-V=-75/1436,K-W=-244/1858,W-X=-244/1858,J-X=-244/1858 WEBS E-K=-190/792,F-K=-316/323,E-M=-190/792,D-M=-316/323,D-N=-2051/286, �-N OF M,qS F-J=-2051/286 ��tcP Sq�y NOTES- XUEGANG N 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever Z LIU left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 03283 STRUCTURAL v 2)TCLL:ASCE 7-05;Pf= TUR 30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 No.4TUR 3)Unbalanced snow loads have been considered for this design. o 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ONAL ENG 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)N and J.This connection is for uplift only and does not consider lateral forces. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �Ont g)For Stabilizer brgcing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0. lnue 0 on page 2 March 19,2015 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED HTEK REFERANCE PAGE MII-7473 rev.02/ld/2015 BEFORE USE Design valid for use only with Mlek connectors.This design is based only upon parameters shown,and is for an individual building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity,of the Welk'erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-87 and BCSI Building Component 14515 N.Outer Forty,Suite 9300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Lot#2-1819 Old Stage Rd 123839036 42425 T01 COMMON 8 1 Job Reference(optional) Quick Build Truss Co.,Inc., Swansea,MA 7.610 s Jan 16 2015 MiTek Industries,Inc. Thu Mar 19 10:56:10 2015 Page 2 I D:sMV8MYCLkykOn9D76T_vDPyDt l8-zg7rAMSm85MDgK7yWHh8y5WsC4bl?k4utnzpQBzZOTZ NOTES- 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®'WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.0211&2015 BEFORE USE Design valid for use only with AN7ek connectors.This design is based only upon parameters shown,and is for an individual building component. �� Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabifity during construction is the responsibilfity of the MiTek° erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Lot#2-1819 Old Stage Rd 123839037 42425 T01GE COMMON SUPPORTED GAB 1 1 Job Reference(optional) Quick Build Truss Co.,Inc., Swansea,MA 7.610 s Jan 16 2015 MiTek Industries,Inc. Thu Mar 19 10:56:11 2015 Page 1 ID:sMV8MYCLkykOn9D76T_vDPyDl l8-ROhENiTOvPU41Ui94?CNVJ3AGU1 ekKu25RjMydzzOTY 15-0-0 3M_0 31-0-0 11-0-0 15-0-0 15-0-0 1-0-0 4x4 = Scale=1:65.9 K 6.o0 12 J L I M AO AP H N G 0 AN AQ F 3x5 P 3x5 II E Q 3x5 3x5 I I C D R S B T A U AM AL AK AJ At AH AG AF AE AD AC AB AA Z Y X W V 3x5 II 3x5= 3x5 II 30-0-0 30-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.01 U n/r 120 MT20 197/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.14 Vert(TL) -0.01 U n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 V n/a n/a BCLL 0.0 ' Code IBC2009/TPI2007 (Matrix) Weight:168lb FT=1% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 15-0-0(max)oc, Except: WEBS 2x4 SPF No.2 9-4-8 oc:B-C,C-E,F-G,H-I,M-N,O-P,Q-S,S-T. OTHERS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt K-AD,J-AF,L-AC MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. All bearings 30-0-0. (lb)- Max Horz AM=-240(LC 5) Max Uplift All uplift 100 Ib or less at joints)AF,AG,AH,Al,AC,AB,AA,Z except AM=-314(LC 5),V=-280(LC 6),AJ=-105(LC 7),AK=104(LC 7), AL=-304(LC 6),Y=-105(LC 8),X=-104(LC 8),W=-274(LC 5) Max Grav All reactions 250 lb or less at joint(s)V,AH,Al,AJ,AK,AL,AA,Z,Y, X,W except AM=262(LC 6),AD=31 O(LC 8),AF=291(LC 2),AG=267(LC 2),AC=291(LC 3),AB=267(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD G-H=-30/268,H-AO=-35/306,I-AO=0/316,I-J=-46/367,J-K=-54/409,K-L=-54/409, L-M=-46/367,M-AP=0/316,N-AP=-35/309,N-0=-30/268 WEBS K-AD=-286/0,J-AF=-251/71,L-AC=-251/71 �,SN OF MqS NOTES- ��F,P Of 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �� XUEGANG 0 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Z LI U �i Gable End Details as applicable,or consult qualified building designer as per ANSIlrPI 1. O0 STRUCTURAL � 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 No. 43283 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrentA9p 9FGISTEP�� k�r� non-concurrent with other live loads. c \a 6)All plates are 1.5x4 MT20 unless otherwise indicated. F`s`S�ONAL ECG 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. [�A 11)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Continued on between chord and any other members. March 19,2015 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.0211&2015 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicabirily of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Lot#2-1819 Old Stage Rd 123839037 42425 T01GE COMMON SUPPORTED GAB 1 1 Job Reference(optional) Quick Build Truss Co.,Inc., Swansea,MA 7.610 s Jan 16 2015 MiTek Industries,Inc. Thu Mar 19 10:56:11 2015 Page 2 ID:sMV8MYCLkykOn9D76T_vDPyD 118-ROhENiTOvPU41 Ui94?CNVJ3AGU1 ekKu25RjMydzZOTY NOTES- 12)N/A 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 14)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. 15)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with ANTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members any. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Lot#2-1819 Old Stage Rd 123839038 42425 T02 COMMON 9 1 Job Reference(optional) Quick Build Truss Co.,Inc., Swansea,MA 7.610 s Jan 16 2015 MiTek Industries,Inc. Thu Mar 19 10:56:12 2015 Page 1 ID:sMV8MYCLkykOn9D76T_vDPyD118-vDEcb2TOgjcxweHLeijcl WcDnuGOTbjBK5SwV3zZOTX t1-0-0 7-54 15-0-0 22-6-12 30-0-0 31-0-0 1-0-0 75.4 71% 75-12 75.4 1-0-0 4X = Scale:3/16"=1' E 6.00 12 S 4X4 R 4x4 3x5 i O F Q T 3x5 Iq C G 5x6 7x6 B A H1 P O U N M L V W K J 3x6 II 4x6 _ 3x5= 4x8 — 3x5= 4x4— 1.5x4 II 754 75-12 8-94 0--12 6-0-0 Plate Offsets(X.Y)— [B:0-3-0.0-112] [H;0-3-0 0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.11 K-M >999 240 MT20 197/144 (Roof Snow=3 0)1 Lumber DOL 1.15 BC 0.58 Vert(TL) -0.27 K-M >999 180 BCLL 0.0 BCDL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.02 K n/a n/a BCDL 100 Code IBC2009rrP12007 (Matrix) Weight:136lb FT=1% LUMBER- BRACING- TOP CHORD 2x4 SPF 210OF 1.8E*Except* TOP CHORD A-C,G-I:2x4 SPF No.2 Installation 1 Stabilizer(s)at 15-0-0(max)oc, Except: BOT CHORD 2x4 SPF No.2 94-8 oc:B-D,D-E,E-F. WEBS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 4-1-15 oc purlins, except end verticals. BOTCHORD Installation 1 Stabilizer(s)at 15-0-0(max)oc, Except: 9-4-8 oc:K-M. Permanent Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:K-M. WEBS 1 Row at midpt D-M,E-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation REACTIONS. (lb/size) P=1240/0-5-8,K=2096/0-5-8 Max Harz P=-240(LC 5) Max UpliftP=-382(LC 7),K=-816(LC 8) Max Grav P=1309(LC 2),K=2096(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=1519/337,C-Q=1309/341,D-01=-1284/358,D-R=-949/267,E-R=-765/303, E-S=-713/301,F-S=-851/264,F-T=-332/642,G-T=-345/581,G-H=-367/498, B-P=-1244/419 jF(OF iyy BOT CHORD O-U=-179/1260,N-U=-179/1260,M-N=-179/1260,L-M=-107/381,L-V=-107/381, tcP� SS V-W=-107/381,K-W=-107/381 WEBS D-M=-708/302,F-M=-151/842,F-K=-1729/641,B-0=-38/1170,H-K=-575/6400. XUEGANG N' Z LIU NOTES- o STRUCTURAL c 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever No.43283 left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 d snow loads .0 psf(flat roof snow);been considered for Category 11;Exp C;Partially Exp.;Ct=1.1 A90 9F0/STE 3)Unbalance 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs `S�ONAL ENG non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt--lb)K=816. Continued on page 2 March 19,2015 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with MTek connectors.This design a based only upon parameters shown,and is loran Individual building component. �eC3 Applicability of design parameters and proper incorporation of component is responsibility,of building designer-not truss designer.Bracing shown iC.�Y�7Gi is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Lot#2-1819 Old Stage Rd 123839038 42415 T02 COMMON 9 1 Job Reference(optional) Quick Build Truss Co.,Inc., Swansea,MA 7.610 s Jan 16 2015 MiTek Industries,Inc. Thu Mar 19 10:56:12 2015 Page 2 ID:sMV8MYCLkykOn9D76T_vDPyD118-vDEcb2TOgjcxweHLeijcl WcDnuGOTbjBK5SwV3zZOTX NOTES- 8)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s)P.This connection is for uplift only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02/10/2015 BEFORE USE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is loran individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabirity during construction is the responsibility of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Lot#2-1819 Old Stage Rd 1 123839039 42425 T02GE COMMON SUPPORTED GAB 1 1 Job Reference(optional) Quick Build Truss Co.,Inc., Swansea,MA 7.610 s Jan 16 2015 MiTek Industries,Inc. Thu Mar 19 10:56:13 2015 Page 1 ID:sMV8MYCLkykOn9D76T_vDPyD118-NPo_oOUeROknXosXBQFrak6UGIhDC7?KZJCT1 WzZOTW �1-0-0 15-M i 30-0-0 31-0-0 1-0-0 15-0-0 15-0-0 1 n n 4x4= Scale=1:65.0 K 6.00 F12 J L M AP AQ H N 4x4 AO G O AR 4x4 F P 4x4 4x4 II 3x5 E Q 3x5 3x5 11 C D R S B T U A 1N 3x5 II 4x4 = 2x6 II Y X W V AN AM AL AK AJ At AH AG AF AE AD AC AS AA Z 4x4= 3x5 = 3x5 = 23-94 0--12 6-0-0 Plate Offsets(X.Y)— IT:0-2-0.0-1-121.[V:Edge.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.00 AN >999 240 MT20 1971144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.26 Vert(TL) -O.00AA-AB >999 180 BCDL 10.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.01 Z n/a n/a BCLL 0.0 'BCDL 10 0 Code IBC20091fP12007 (Matrix) Weight:183lb FT=1% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 15-0-0(max)oc. WEBS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 10-0-0 oc purlins, except OTHERS 2x4 SPF No.2 end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt K-AE,J-AG,L-AD MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 24-0-0. (lb)- Max Harz AN=-240(LC 5) Max Uplift All uplift 100 lb or less atjoint(s)AG,AH,Al,AJ,AL,AD,AC except AN=-247(LC 3),AK=-106(LC 7),AM=-310(LC 8),AB=-725(LC 1),AA=-776(LC 8), Z=-566(LC 8) Max Grav All reactions 250 lb or less at joint(s)Al,AJ,AK,AL,AC except AN=265(LC 6),AE=297(LC 1),AG=294(LC 2),AH=266(LC 2),AM=392(LC 1), AD=300(LC 3),AB=666(LC 8),AA=1113(LC 3),Z=651(LC 3),Z=649(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD H-AP=0/269,I-AP=0/275,I-J=0/326,J-K=0/369,K-L=0/369,L-M=0/326,M-AQ=0/277, N-AQ=0/267,O-AR=-259/581,P-AR=-264/516,P-Q=-224/469 BOT CHORD AA-AB=-492/519,Z-AA=-492/519,Y-Z=-405/442 WEBS K-AE=-258/0,J-AG=-254/77,L-AD=-259/78,O-AA=-1294/973,Q-X=-251/247, P-Z=-299/267,O-AB=-807/1043,Q-Y=-491/478 ��cLP q Sy�y NOTES- �� XUEGANG u, 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever Z LIU left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 0STRUCTURAL v 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry NO. 4TU R Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 A9�9ccG/STEP�O 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ONAL ENG non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. _ 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). A A 8)Gable studs spaced at 2-0-0 oc. w 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 March 19,2015 ®WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.0211612015 BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. � Applicability of design parameters and proper incorporation of component is responsibirity,of building designer-not truss designer.Bracing shown is for lateral support of individual web members any.Additional temporary bracing to insure stability during construction is the responsibilGty,of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPII Quality Crlteda,DSB-8?and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 i Job ' Truss Truss Type Qty Ply Lot#2-1819 Old Stage Rd r, 123839039 42425 T02GE COMMON SUPPORTED GAB 1 1 Job Reference(optional) Quick Build Truss Co.,Inc., Swansea,MA 7.610 s Jan 16 2015 MiTek Industries,Inc. Thu Mar 19 10:56:13 2015 Page 2 ID:sMV8MYCLkykOn9D76T vDPyD1l8-NPo_oOUeROknXosXBQFrak8UGIhDC7?KZJCT1WzZOTW NOTES- 10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Ot=1b)AB=725,AA=776,Z=566. 12)N/A 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 14)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. 15)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. i A WARNING-Verify design peremefers end READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MII.7473 rev.0211612015 BEFORE USE Design valid for use only with MiTek connectors.This design 6 based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek` fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB•89 and SCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 11 cr-2 cgs 2. Truss bracing must be designed by an engineer.For 0-1/16 4 wide truss spacing,individual lateral braces themselves 0 WEBS czq may require bracing,or alternative Tor 1 p bracing should be considered. O u 4 3 I ; ck:O 3. Never exceed the design loading shown and never � s`°b U U stack materials on inadequately braced trusses. 00 O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7$ c6-7 c5-6 0 designer,erection supervisor,property owner and plates 0-'nd' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. p 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. 'Plate location details available in MTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-131 1,ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or specified. by text in the bracing section of the 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTekO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. (0 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. IA 1 0 is not sufficient. BCSI: Building Component Safety Information, MiTek 20.Design assumes manufacture in accordance with ' Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing 8,Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet:MII-7473 rev.02/16/2015 i 6orseCascade Single 1-314"' x 9-112"' VERSA-LARD 2.0 3100 SP Floor BearnkFB01 Dry 1 span No cantilevers 1 0/12 slope Thursday, March 19, 2015 3C CALC®Design Report � 3uild 3272 File Name: 2 Bedroom ranch Lott 1819 Old Stage Rd calcs lob Name: 2 Bedroom Ranch Description: stair trimmer kddress: Lot 2 1&19 Old Stage Rd Specifier: '.ity, State, Zip:West West Barnstable, MA Designer: Bill Campbell ;ustomer. Habitat for Humanity Company: Shepley Wood ;ode reports: ESR-1040 ' Misc: ' t+ .+ 3t ' f .tr _2 j 1 _ t o 1 � 1 - - - _ W 3K ;, . _ w 1 08-10-04 30 B1 Total Horizontal Product Length=08-10-04 2eaotion Summary (mown!Upliff) .(Ibs) tearing Live Dead Snow Wind Roof Live 30 930/0 519/0 31 93010 519/0 Live Dead Snow Wind Roof Live Trib. -oad Summary ag Description Load Type Ref. Start End 100% 80% 115°/a 160% 125% Standard Load Unf.Area (lb/ft^2) L 00-00-00 08-10-04 40 10 05-03-00 wall Unf. Lin. (Ib/ft) L 00.00-00 08-10-04 0 60 n/a Disclosure:ontrots Summary Value °/,Allowable Duration Case Location Completeness and accuracy of input must 'os. Moment 3,058 ft-Ibs 43.8% 100% 1 04-05-02 be verified by anyone who would rely on End Shear 1,135 Ibs 35.9% 100% 1 00-11-08 output as evidence of suitability for otal Load Defl. U630(0.165") 38.1% n/a 1 04-05-02 particular application.Output here based .ive Load Defl. U999(0.106") n/a n/a 2 04-05-02 on building code-accepted design Aax Defl. 0.165" 16.5% n/a 1 04-05-02 properties and analysis methods. Installation of BOISE engineered wood 'pan/Depth 10.9 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Searing Supports Dim. L x W) Value Support Member Material or ask questions,please call 30 Hanger 2"x 1-3/4" 1,4491bs n/a 55,2% Hanger (800)232-0788 before installa iion.�nlnBC g CALCO,BC PRAMER(D,AJS 31 Hanger 2"x 1-3/4" 1,449lbs n/a 55.2% Hanger ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAMT4A,SIMPLE FRAMING Dotes SYSTEM®,VERSA-LAM(R),VERSA-RIM PLUS®,VERSA-RIM®, )esign meets Code minimum (U240)Total load deflection criteria. VERSA-STRANDS,VERSA-STUD®are )esign meets Code minimum (U360) Live load deflection criteria. trademarks of Boise Cascade wood )esign meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C. ,alculations assume Member is Fully Braced. )esign based on Dry Service Condition. )eflections less than 1/8"were ignored in the results. JAMS$D, STRAUR v $Nfl�! tIl I / A E t X0 'age 1 of 1 Boise Cascade Single 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1302 Dry 1 span No cantilevers 1 0/12 slope Thursday, March 19, 2015 3C CALC®Design Report 3uild 3272 File Name: 2 Bedroom ranch Lot 1 1819 Old Stage Rd caics lob Name: 2 Bedroom Ranch Description: stair trimmer \ddress: Lot 1 1819 Old Stage Rd Specifier: ,ity, State, Zip:West Barnstable , MA Designer: Bill Campbell ;ustomer: Habitat for Humanity Company: Shepley Wood ,ode reports: ESR=1040 Misc: I i w - 08-10-04 i0 B1 Total Horizontal Product Length=08-10-04 2eaction Summary (Down 1 Uplift) (Ibs) learing Live Dead Snow Wind Roof Live 30 236/0 346/0 31 23610 346/0 Live Dead Snow wind Roof Live Trib. .oad Summary ag Description Load Type Ref. Start End 100% 90% 115% 160% 12S% Standard Load Unf. Area(Ib/ft^2) L 00-00-00 08-10-04 40 10 01-04-00 wall Unf. Lin. (lb/ft) L 00-00-00 08-10-04 0 60 n/a Disclosure: ;ontrots Summar/y Value %Allowable Duration Case Location Completeness and accuracy of input must 'os. Moment 1,229 ft-Ibs 17.6% 100% 1 04-05-02 be verified by anyone who would rely on :nd Shear 456 Ibs 14.4% 100% 1 00-11-08 output as evidence of suitability for .otal Load Defl. U999 (0.066") n/a n/a 1 04-05-02 particular application.Output here based ,ive Load Defl. U999 (0.027") n/a n/a 2 04-05-02 on building code-accepted design properties and analysis methods. Sax Defl. 0,066" n/a n/a 1 04-05-02 Installation of BOISE engineered wood 'pan!Depth 10.9 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Searing Supports Dim.(L x W) Value Sup ort Member Material or ask questions,please call 032-0788 before 10 Hanger 2"x 1-3/4" 582 Ibs n/a 22.2% Hanger GA CO,BC FRAMERO,AJSITM0n1nBC 11 Hanger 2"x 1-3/4" 582 Ibs n/a 22.2% Hanger ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,SIMPLE FRAMING totes SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, )esign meets Code minimum(U24.0)Total load deflection criteria. VERSA-STRANDS,VERSA-STUD®are )esign meets Code minimum(U360) Live load deflection criteria, trademarks of Boise Cascade.Wood )esign meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C. :alculations assume Member is Fully Braced. )esign based on Dry Service Condition. )eflections less than 1/8"were ignored in the results. OF M'4ti JAMES Q. P STRAOER v STRUCTURAL rn NO.39951 �rON � ty ,age 1 of 1 Boise Cascade Double 1-3/4"' x 9-112" VERSA-CAW 2.0 3100 SP Floor $eamIF1303 Dry 11 span I No cantilevers 1 0/12 slope Thursday, March 19,2015 !C CALC®Design Report �.�., luild 3272 File Name: 2 Bedroom ranch Lot 1 1819 Old Stage Rd talcs ob Name: 2 Bedroom Ranch Description: stair trimer kddress: Lot 1 1819 Old Stage Rd Specifier: ,ity, State, Zip: ;Nest Barnstable MA Designer: Bill Campbell :ustomer: Habitat for Humanity Company: Shepley Wood ,ode reports: ESR-1040 Misc: • 4 5 ' 3 ULM 15-00-10 V ;0 i31 Total Horizontal Product Length=15-00-10 teaction Summary(Down 1 Uplift) (ibs) rearing Live Dead Snow Wind Roof Live 10, 3-1/2" 1,728/0 1,142/0 11, 3-1/2" 827/0 435/0 Live Dead Snow Wind Roof.Live Trib. .oad Summary ag Description Load Type Ref: Start End 100% 90% 116% 160% 125% Standard Load Unf.Area(Ib/ft^2) L 00-00-00 15-00-10 40 10 01-04-00 wall Unf. Lin. (lb/ft) L 01-63-04 04-11-04 0 60 n/a stairs Unf. Area(lb/ft^2) L 01-03-04 04-11-04 40 10 04-00-00 F1302 Conc. Pt. (Ibs) L 01-05-00 01-05-00 236 346 n/a F601 Conc. Pt. (Ibs) L 04-09-08 04-09-08 930 519 n/a :ontrolS Summary value %Allowable Duration Case Location "os. Moment 8,647 ft-Ibs 62% 100% 1 04-09-08 :nd Shear 2,787lbs 44.1% 100% 1 01-01-00 otal Load Defl. U306(0.573") 78.5% n/a 1 06-10-15 ive Load Defl. L/479(0.366") 75.2% n/a 2 06-10-15 lax Defl. 0.573" 57.3% n/a 1 06-10-15 :pan/Depth 18.4 n/a n/a 0 00-00-00 %Allow %Allow tearing Supports Dim.(L x W) Value Support 'Member Material ;0 Post 3-1/2"x 3-1/2" 2,870 Ibs n/a 31.2% Unspecified ;1 Post 3-1/2"x 3-1/2" `1,262 Ibs n/a 13.7% Unspecified lotes !esign meets Code minimum (L/240)Total load deflection criteria. ►esign meets Code minimum (U360) Live load deflection criteria. lesign meets arbitrary(1") Maximum total load deflection criteria. ;alculations assume Member is Fully Braced. 'esign based on Dry Service Condition. �9�'-%�A OFjeq. i reflections less than 1/8"were ignored in the results. astenerManufacturer: Simpson Strong-Tie, Inc. o • JAMES D. 0 STRADER .0 STRUCTURAL cn NO.36951 'age 1 of 2 Solse Cascade Double 1-314r1f x 9-1/2" VERSA-LAW 2.0 3100 SP Floor BeamkFB03 Dry I 1 span ( No cantilevers 1 0/12 slope Thursday, March 1% 2015 IC CALCO Design Report — guild 3272 File Name: 2 Bedroom ranch Lot 1 1819 Old Stage Rd calcs ob Name: 2 Bedroom Ranch Description: stair trimer ,ddress: Lot 1 1819 Old Stage Rd Specifier: ;ity, State,Zip:West Barnstable, MA Designer: Bill Campbell ;ustomer: Habitat for Humanity Company: Shepley Wood :ode reports: ESR-1040 Msc: :onn,eciion Dia rant bisclosure r b d—•« — Completeness and.accuracy of.inputmust U�'MgsI be verified by anyone who would rely on ' L 7C, output as evidence of suitability for particular application.Output here based JAMES U. m on tiuilding code-accepted design STRAOER q properties and analysis methods. ,0 STRUCTURAL co, Installation of BOISE engineered wood. No.35951 products must-ba in accordance with °-p O � _ cc current Installation Guide and applicable e OAF S w�) building codes.To obtain Installation Guide ovask questions,please call minimum= 1-1l2"C=3-1/4" (800)232-0788 before installation.In\nBC minimum=4" d= 12" °CALCOD;BC ERAMERO,AJSTm, e minimum 1" ALLJOISTO,BC RIM BOARDT.,BCI®, BOISE GL ULAMTM,SIMPLE FRAMING ;onnection design assumes point load is top-loaded. ction design of side-loaded SYSTEM(9,VERSA-LAM@,VERSA-RIM oint loads, please consult a technical representative or professional of Record. PLUSO,VERSA-RIM0, istall Screws with screw heads in the loaded ply. VERSA-STRAND®,VERSA-STUDS are 4ember has no side loads. trademarks of Boise Cascade Wood :onnectors are: SDS 1/4 x 3-1/2 Products.L.L;C. 'aige 2 of 2 Boise Cascade Single 3-1/2" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor B.ealm1FB04 �CCT���T/JJJJJ Dry 14 spans I No cantilevers 1 0/12 slope Thursday, March 19, 2015 3C CALC®Design Report. �----- 3uild 3.272- File Name: 2 Bedroom ranch Lot 1 1819 Old Stage Rd cafes lob Name: 2 Bedroom Ranch Description: main basement girt \ddress: Lot 1 1819 Old Stage Rd Specifier: ;ity, State, Zip:West Barnstable , MA Designer: Bill Campbell ;ustomer. Habitat for Humanity Company: Shepley Wood :ode reports: ESR=1040 Misc; 5 I � 1 Al �_- „'W - -.,wwcY�.. 1. Fri � � `1�•7��. t#. - •w. x .,y�.o . 1� 08-08.00 B1 B2 B3 09-00-00 09.00-00 08-08.00 B4 Total Horizontal Product Length=35-04-00 reaction Summary(Down/Uplift) (lbs) tearing Live Dead Snow Wind Roof Live 30, 3-1/2" 1,941 /291 439/0 31, 3-1/2" 5,305/0 1,368 f 0 32, 3-1/2" 5,908/0 2,185/0 33, 3-1/2" 6,955/0 2,218/0 34, 3-1/2" 2,425/343 510/0 Live Dead Snow Wind Roof Live Trib. .oad Summary Description Load Type Ref: Start End 100% 90% 115% 160% 125%0 Standard Load Unf. Area (lblft"2) L 00-00-00 16-04-04 40 10 12-00-00 FB03 Cone. Pt. (Ibs) L 16-04-04 16-04-04 1,602 1,071 n/a floor Unf. Area(Ib/ft"2) L 16-04.04 17-08-00 40 10 05-00-00 floor Unf. Area (lb/ft^2) L 17-08-00 24-02-04 40 10 08-03-00 -FB03 Cone. Pt. (lbs) L 24-02-04 24-02-04 1,602 1,011 n/a floor Unf.Area(Ib/ft^2) L 24-02-04 35-04-00 40 10 15-00-00 :ontrols Summary value' %Allowable Duration Case Location >os. Moment 5,015 A-lbs 35.9% 100% 3 31-05-06 leg. Moment -7,362 ft-Ibs 52.7% 100% 6 26-08-00 :nd Shear 2,111 Ibs 33.4% 100% 3 27-07-04 :ont. Shear 4,777 Ibs 75.6% 100% 5 16-08-12 otal Load Defl. U999 (0.116") n/a n/a 3 31-01-10 .ive Load Defl. U999 (0.105") n/a n/a 9 31-00-06 'otal Neg. Defl. L/999(-0.057") n/a n/a 3 21-07-14 Aa.x Defl. 0.116" n/a n/a; 3 31-01-10 ;pan/Depth 11.4 n/a n/a 0 00-00-00 %Allow, %Allow Searing Supports Dim.(L x W) Value Support Member Material4�"0 j 10 Post 3-1/2"x 3-1/2' 2,380 Ibs n/a 25.9% Unspecified '1 - Post 3-1/2"x 3-1/2" 6,674 Ibs n/a 72.6% Unspecified z JAMGS D. ' 12 Post 3-1/2"x 3-1/2" 8,093 Ibs n/a 88.1% Unspecified z sTRADER �+ 13 Post 3-1/2"x 3-1/2" 9,174 Ibs n/a 99.8% Unspecified •v STRUCTURAL 14 Post 3-1/2"x 3-112" 2,934 Ibs n/a 31.9% Unspecified -o NO.369.51 ti �c totes ,s fiss�. resign meets Code minimum (U240)Total load deflection criteria. )esign meets Code minimum (U360) Live load deflection criteria. Iesign meets arbitrary(1") Maximum total load deflection criteria. 'alculations assume Member is Fully Braced. - ►esign based:on Dry Service Condition. )eflections less than 1/8"were ignored in the results. 'age 1 of 2 r Boise Cascade Single 3-1/2" x 9.1/2" VERSA-LAM'O 2.0 31100 SP Floor BeamkF'1304 Dry 4 spans No cantilevers 10/12 slope Thursday;.March 19,2015 :C CALC®Design Report wild 3272 File,Name:, 2 Bedroom ranch Lot 1 1819 Old Stage Rd calcs ob Name: 2 Bedroom Ranch Description: main basement girt address: Lot 1 1819 Old Stage Rd Specifier: :ity, State,Zip:West Barnstable , MA Designer: Bill Campbell :ustomer_ Habitat for Humanity Company: Shepley Wood :ode reports: ESR-1040 Misc: Disclosure- Completeness and accuracy of'input must be verified by anyone who would rely on output as evidence of suitability for particular application.Output here based on building'code-accepted design _ properties and analysis methods. Installation of BOISE engineered wood tH OF U4 products must be in accordance with .� current Installation Guide and applicable cy building codes.To obtain Installation Guide £� dAMES D. or ask questions,please call STRADER (800)M-0788 before lnstallationan\nBC O SJRUCTURAE U) ` CALC®,BC FRAMER®,AJS_, Hfl.364b'f `t i� ALLJOIST®,BC RIM BOARD-.' BCI®., BOISE GLULAMT^' SIMPLE FRAMING AP�� f'FCISYE �f SYSTEM®,VERSA-LAMV,VERSA-RIM G a PLUS®,VERSA-RIM®, SON VERSA-STRAND®,VERSA-STUDG)are trademarks of Boise Cascade Wood Products L.L.C. 'age 2 of 2 T 1 Boise Cascade Single 9-1/2" AJS(R) 140 JoistIJ01 Dry 12 spans I No cantilevers 1 0/12 slope Thursday, March 19, 2015 3C CALC®Design Report 16 OCS Non-Repetitive I Glued&nailed construction 3uild 3272 File Name: 2 Bedroom ranch Lot 1 1819 Old Stage Rd calcs lob Name: 2 Bedroom Ranch Description: Living kitchen joist kddress: Lot 1 1819 Old Stage Rd Specifier: '.ity, State, Zip:`West Barnstable , MA Designer: Bill Campbell :ustomer: Habitat for Humanity Company: Shepley Wood erode reports: ESR-1144 Misc: I l 09-00-00 1 t 540-00 ' 10 B1 B2 Total Horizontal Product Length=24-00-00 Zeaction Summary(Down/Uplift) (ibs) Searing Live Dead Snow Wind Roof Live 30, 2-1/2" 223/99 31 /0 31, 3-1/2" 823/0 206/0 32, 2-1/2" 345/ 12 83/0 Live Dead Snow Wind Roof Live OCs -oad Summary .ag Description Load Type Ref. Start End 100% 90% 115% 160% 125% "i Standard Load Unf.Area (lb/ft^2) L 00-00-00 24-00-00 40 10 16 Disclosure :ontrols Summary Value %Allowable. Duration Case Location Completeness and accuracy of input must 'os. Moment 1,314 ft-lbs 53.6% 100% 3 17-07-08 be verified by anyone who would rely on Jeg. Moment -1,323 ft-lbs 54% 100% 1 09-00-00 output as evidence of suitability for _nd Reaction 428 lbs 40.3% 100% 3 24-00-00 particular application.Output here based nt. Reaction 1,029 lbs 43.8% 100% 1 09-00-00 on building code-accepted design =nd Shear 414 Ibs 35.7% 100% 3 23-09-08 properties and analysis methods. Installation ,ont. Shear 574 Ibs 49.5% 100% 1 09-01-12 engineered wood products muss t b be e in accordance with Jplift -68 lbs n/a 100% 3 00-00-00 current Installation Guide and applicable -otal Load Defl. U770(0.231") 31.2% n/a 3 16-11-00 building codes.To obtain Installation Guide .ive Load Defl. L/944(0.189") 50.8% n/a 6 16-11-00 or ask questions,please call otal Neg. Defl. L/999(-0.033") n/a n/a 3 05-05-04 (800)232-0788 before installation.lnlnBC CALCO,BC FRAMER@,AJS- 4ax Defl. 0.231" 23.1% n/a 3 16-11-00 ALLJOISTO,BC RIM BOARDT"' BCIO, ;pan/Depth 18.8 n/a n/a 0 00-00-00 BOISE GLULAM-,SIMPLE FRAMING SYSTEMS,VERSA-LAM®,VERSA-RIM %Allow %Allow PLUS®,VERSA-RIMS, Searing Supports Dim.(L x W) Value Support Member Material VERSA-STRAND®,VERSA-STUD®are 3Q Wall/Plate 2-1/2"x 2-1/2" 68 Ibs n/a 23.9% Uns ecifled trademarks of Boise Cascade Wood P Products L.L.C. M Beam 3-1/2"x 2-1/2" 1,029 lbs 15.7% 43.8% Versa-Lahr 1.7 32 Wall/Plate 2-1/2"x 2-1/2" 428 Ibs n/a 40.3% Unspecified fibration Summary _ >ubfioor: 23/32"OSB, Glue+ Nail Gypsum Ceiling: None 'trapping: None Bracing: None 'autions I�OF nag sc Jplift of-68 lbs found at span 1 -Left. y 49t88 JAAAES 0. m STRAtSER )esign meets Code minimum (U240)Total load deflection criteria. °v STRucTufiAL rn )esign meets User specified (U480) Live load deflection criteria. 4 NO.35951 )esign meets arbitrary(1") Maximum total load deflection criteria. S �9 :alculations assume Member is Fully Braced, :omposite El value based on 23/32"thick OSB sheathing glued and nailed to member. )esign based on Dry Service Condition. )eflections less than 1/8"were ignored in the results. �tS 'age 1 of 1 - i 3 r T1Botse Cascade Single 9-112" AJSO 140 JoisftJ'02 VJ Dry 12 spans I No cantilevers 1 0/12 slope Thursday, March 19,2015 3C CALC®Design Report 16 OCS I Non-Repetitive Glued&nailed construction 3uild 3272 File Name: 2 Bedroom ranch Lot 1 1819 Old Stage Rd calcs lob Name: 2 Bedroom Ranch Description: Bedroom bathroom joist \ddress: Lot 1 1819 Old Stage Rd Specifier: :ity, State, Zip�-West Barnstable, MA Designer: Bill Campbell '.ustomer: Habitat for Humanity Company: Shepley Wood ,ode reports: ESR-1144 Misc: i J • � Y Y v � .F .i. • � v r I �' � � � � r � � y r � i c a � v � i v 15-00-00 i 15-00-00 l0 131 B2 Total Horizontal Product Length=30-OD-00 Reaction Summary(Down 1 Uplift) (Ibs) 3earing Live Dead Snow Wind Roof Live 30, 2-1/2" 356/48 77/0 31, 3-1/2" 984/0 24610 32, 2-1/2" 356/48 77/0 Live Dead Snow wind Roof Live OCS -oad Summary ag Description Load Type Ref. Start End 100% 90% 116% 160% 125% 1 Standard Load Unf. Area(lb/ft^2) L 00-00-00 30-00-00 40 10 16 Disclosure lontrolS•Summary value %Allowable Duration Case Location Completeness and accuracy of input must 'os. Moment 1,343 ft-Ibs 54:8% 100% 2 06-06-05 be verified by anyone who would rely on 4eg. Moment -1,780 ft-lbs 72.7% 100% 1 15-00-00 output as evidence of suitability for _nd Reaction 433 Ibs 40.8% 100% 2 00-00-00 particular application.Output here based nt. Reaction 1,230 Ibs 52.3% 100% 1 15-00-00 on building code-accepted design :nd Shear 419 Ibs 36.1% 100% 2 00-02-08 properties and analysis methods. Installation ,ont. Shear 605 Ibs 52.2% 100% 1 14-10-04 engineered wood products muss t b be e in accordance with -otal Load Defl. L/748 (0.238") 32.1% n/a 2 07-01-11 current Installation Guide and applicable Jve Load Defl. U870(0.205") 55.2% n/a 6 22-09-12 building codes.To obtain Installation Guide otal Neg. Defl. L/999 (-0.048") n/a n/a 2 19-09-02 or ask questions,please call /lax Defl. 0,238" 23.8% n/a 2 07-01-11 (800)232-0788 before installation.InlnBC CALC®,BC FRAMER®,AJS-, ;pan/Depth 18.8 n/a n/a 0 00-00-00 ALLJOISTO, BC RIM BOARD-,BCI®, BOISE GLULAMTM,SIMPLE FRAMING %Allow %Allow SYSTEM®,VERSA-LAM$,VERSA-RIM Searing Supports Dim.(L x W) Value SuQport Member Material PLUS®,VERSA-RIM®, 30 Wall/Plate 2-1/2"x 2-1/2" 433 Ibs n/a 40.8% Unspecified VERSA-STRAND@,VERSA-STUD®are 31 Beam 3-1/2"x 2-1/2" 1,230 Ibs 18.7/0 Versa-Lam 1.7 trademarks of Boise Cascade Wood 0 52:3/o o products L.L.C. 32 Wall/Plate 2-1/2"x 2-1/2" 433 Ibs n/a 40.8% Unspecified fibration Summary ;ubfloor: 23132"OSB, Glue+ Nail Gypsum Ceiling: None ;trapping: None Bracing: None dotes )esign meets Code minimum(U240)Total load deflection criteria. `OVA OF F )esign meets User specified (U480) Live Toad deflection criteria. �1cA sy )esign meets arbitrary(1") Maximum total load deflection criteria. 2 �g ;alculations assume Member is Fully Braced. .IAMEs t). :omposite El value based on 23/32"thick OSB sheathing glued and nailed to member. p sTRAOER )esign based on Dry Service Condition. v stRUCTURAL , )eflections less than 1/8"were ignored in the results. NO.36951 AL 'age 1 of 1 r - Boise Cascade ' Single 9-9 f2"'A��S� '�0 JoisflJ03 Dry 11 span I No cantilevers 1 0/12 slope Thursday; March 19,2015 SC CALC®Design Report — -- 16 OCS I Non-Repetitive Glued &nailed construction Suild 3272 File Name: 2 Bedroom ranch Lot 1 1819 Old Stage Rd calcs 'ob Name: 2 Bedroom Ranch Description: cantilevered joist at stairs address: Lot 1 1819 Old Stage-Rd Specifier: ,ity, State, Zip'JVest Barnstable , MA Designer: Bill Campbell ;ustomer: Habitat for Humanity Company: Shepley Wood ;ode reports: ESR-1144 MISC: Rig 14-10-14 10 B1 Total Horizontal Product Length= 14-10-14 teaction Summary(Down I Uplift) (Ibs) learing Live Dead Snow Wind Roof Live 10, 2-1/2" 39910 100/0 11 396/0 99/0 Live Dead Snow Wind Roof Live OCS .oad Summary ag Description Load Type Ref. Start End 100% 90% 115% 160% 125% Standard Load Unf.Area(lb/ft^2) L 00-00-00 14-10-14 40 10 16 Disclosure :ontrols Summary Value %Allowable Duration Case Location Completeness and accuracy of input must 'os.Moment 1,790 ft-Ibs 73.1% 100% 1 07-05-07 be verified by anyone who would rely on 'nd Reaction 495 Ibs 49.2% 100% 1 14.10-14 output as evidence of suitability for :nd Shear 484 Ibs 41.8% 100% 1 00-02-08 particular application.Output here based otal Load Defl. L/534 (0.329") 44.9% n/a 1 07-05-07 on building code-accepted design ive Load Defl. U668 0.263" 71.9% n/a 2 07-05-07 properties and analysis methods. ( ) Installation of BOISE engineered wood flax Defl. 0,329" 32.9% n/a 1 07-05-07 products must be in accordance with ;pan/Depth 18.5 n/a n/a 0 00-00-00 current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Searing Supports Dim.(L x W) value Support Member Material (800)232-0788 before installation.lnlnBC CALC®,BC FRAMER®,AJST"-, ;0 Wall/Plate 2-1/2"x 2-1/2" 498 Ibs n/a 46.9% Unspecified ALLJOISTO,BC RIM BOARD-,BCIS, li Hanger 2"x 2-1/2" 496 Ibs n/a 49.2%a Hanger BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAMM,VERSA-RIM Fibration Summary PLUS'@,VERSA-RIM@, VERSA-STRAND®,VERSA-STUD®are ;ubfloor: 23/32" OSB, Glue+ Nail Gypsum Ceiling: None trademarks of Boise Cascade Wood trapping: None Bracing: None Products L.L.C. lotes resign meets Code minimum (L/2.40)Total load deflection criteria, lesign meets User specified(L/480) Live load deflection criteria. lesign meets arbitrary(1") Maximum total load deflection criteria. :alculations assume Member is Fully Braced. :omposite El value based on 23/32"thick OSB sheathing glued and nailed to member. lesign based on Dry Service Condition. leflections.less than 1/8"were ignored in the results. oFM,�s JAMES STRADER 0 STRUCTURAL c No.36951 'age 1 of 1 �� , s The Commonwealth of Massachusetts ,a+ra Department of Industrial Accidents — Office of Investigations 1 Congress Street, Suite 100 r" Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information n Please Print Legibly Name (Business/Organization/Individual): / / Address:- City/State/Zip: VAIPM'h/ /Azc J /M- Oa475- Phone#: 529•36 35 Are you an employer? Check the appropriate box: Type of project(required): 1 p I am a employer with 4" ❑ I am a general contractor and I employees (full and/or part-time). have hired the sub-contractors 6. New construction 2.❑ "1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g• ❑ Demolition working for me in any capacity. employees and have workers' insurance.$ 9. ❑ Building addition comp.[No workers' comp. insurance P• required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *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: (�� Policy#or Self-ins.Lic. #: 7 7 339 236 Expiration Date: Job Site Address: City/State/Zip: � 1/J Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certiA under t e pain la' d p nalties of perjury that the information provided above is true and correct. Sign e: Date: l 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#: " .TempParcelEdit Page 1 of 1 I'T %6 [JAP STAnLL I `r' ; 'q•4y�r6� a»�r �J 7 »,ass, ,.l � t �� -�_ � .., • _ � . vJ Logged In As: �I Thursday, May 7 2015 Frank Schlegel I V ew Pa roe Application Center Road System Reports Road System The record ,has'been added. New Parcel Detail New Mapparcel: F1 5 2-1 036 001 1 Street Number: 1815 _' Unit; F-77 Dev Lot: LOt 2 i I Road Name: OLD STAGE ROAD T/R: rYJ Sec. Road; _ ra T/R: Vllllage; 02-West Barnstable It`•' Part of M/P: 152-036 Plan Ref: JPI.Bk.657 P9.63 (10=2 0-44A) J Date Added: 5/7/2015 3:36:03 PM Updated; 5/7/2015 3:36:03 PM Update slDelete:' Add Amgther, http:%/issgl2/ititranet/piopdata/TempP&delEdit.aspx?ID=Add 5/7/2015 i RoadEngineering Page 1 of 1 THE fro- IRV - � • •,L-�_ .a..cw .._ ;,.,,� Logged In As: Road System Thursday, May 7 2015 Frank Schlegel Application Center Road System Reports Road System Search Options , Search By New Parcels by New Parcel Map Block Lot 152 J 036 f I I <Prev Next> Page 1 of 1 Add Record Parcel Location Village 152036 1825 OLD STAGE ROAD---Lot 1 W BARNSTABLE 152036001 1815 OLD STAGE ROAD---Lot 2 W BARNSTABLE i http://issgl2/irit anet/propdata/RoadP-ngineering.aspk 5/7/2015 ParcelEdit Page 1 of 1 �E TIIE 7p� MASS, m* Y•'l �• dv 16-19. ,�� l t ,may ry �y�/(�-',t '•4.u''. r' Logged In As: Thursday, May 7 2015 Frank Schlegel Parcel Application Center Road System Reports Road System Parcel Detail Parcel ID; 152036 j Sewer Acct: -� T/R n sUpdafe„ Devel Lot: JPCL 36 Owner: JENKINS, JAMES A Qii'F�t!✓tc3- SV/�i©vp� Co Owner; %HABITAT FOR HUMANITY OF CAPE COD INCH` Street; 227 PINE ST411 MAIN ST SUITE 6 City: YARMOUTH PORT State: MA 2fp, 02675 Location:. 1819 1 D JOLD STAGE ROADY� _ I :�' village: West Barnstable Road Index: 1174 Pi I Frontage: 390 To set road,you can also enter.road Index and tab out of field. Secondary Road: !i Sec Index: 0000 Sec Frontage: Visions Location: 11819 OLD STAGE ROAD Last Updated: --------------- No. Bidgs: j0 � Account No: 187916 Lot Size(acres) 1_03000459 State Class: 1300 Year Added: 0 Fire Dist: Deed Date: 7/29/1 771 Deed Ref: 1529/168 Land Value: 127700 Bldgs Value; �0 Extra Features: Fi- Condo Complex; Building: Unit: http://issgl2/intranet/propdata/pledit.aspx?ID=PL 10556 5/7/2015 'lb BARNSTABLE, Q MA LEGEND . FND .CONORETE BOUND v.,tE OTp •@y. END romm unury c gyp. UfILTTY POLO ® CATCH BASIN ) v" LCB■ CONCRETE BOUND LOCUS rND POUND y. DY DRILL HOLE 1845 OLD STAGE ROAD / p. KENNRH 4 NANCY TMIBEN/LT N 1 V�b DEED BOOR 186G4 PAGE 158 j MAF 152 rARdM 354UO2 / t / N A PLAN NOT TO SCALE / m no Ln^ (9J SCALE I'-4D• KEY MAP // jN w T gn u FOR REG15TRY USE ONLY ICN ACCORDANCE WITH PREPARED ERULES D REFERENCES: o-yLY y:���0 REGULATION5 OF THE REGISTRARS OF 1.)PLAN BOOR G35 PAGE 67 ,/ , \ DEED5 EFFECTIVE JANUARY 1.1976 AND MAP 152 PARCB.36 \ / „two' \y1" \ AMENDED JANUARY 7. 1968. 2.)OWNER � LOT a r Dnre Area=22.039 5r_ Q� 3.)TpTAL AREA 44.81I 5.F.w ( IQLR 1 P.LS• N0. 0 4.) ' IONyiGaASSncAT10N 6 JUOY5 LANE (1 Z• ZONE RESIDENTIAL(Rf) IEONARD a RR15MT QARK AOUIFFR PROTECTION57R)CT(AP) DEED BOOR 959G PALE 231 iA '1,11_152 FARM 35.003 �I' is v.0 a RESOURCE PROTECTION OVERLAY DISTRICT WOO) ;t62• \. ^ S MINIMUM LOT SIZE E7.I205F_ .gKy9 0�° Q N MFiLODli'M FRONTAGE ARD,sCTBACY. 130FEET yF^ M"S�, SIDE AND REAR YARD SETBACK 15 FEET 1 MAXIMLIM WLDING HEIGHT 30 FEET OR 2.5 STORIES LOT N2 LOT 5HArt rACiOF: 22 \` A--22.773 SF_ •� '�).8) t w _ 1 Nola: ate v 598 WOOD5IDC ROAD . LEONARD 4 KR15T1NE CiARIc / \ -OILI1i..,tOOWaa oS w:IQ19 DEED BOOR 3W2 PAGE 136 / N 76V R 2`rW AbJ 267 y8,MAP 152 PARCEL!e t 1785 OLD STAGE ROAD (?er<^:ot S-PtL:-R y G TOWN OF BARNSTABLE(CONSERVATION) L •AStR_GawS.DYttc 5MO11� K�V MAP 152 PARGELO02 bhti/ - ""• 7C��`• 6e Rf 17 P Tn.y wMairfy / D3•i ay Auerr;uu✓*t7MAd� SHAPE FACTOR t PLAN OF LAND s f Rs / \ IN �• WEST BARN5TABLE:MA55ACHU5ETT5 -rtona rdLM:iHtl4lGflp^2 i<,w ' THE FLIPWOSE OF TH5 PLAN IS TO SUM V1DE U9 ArlA A5 SURVEYED AND PREPARED FOR FARCEL.36.AS SHONTI ON PLAN i W �402 S1.x ipp'.Pn.z 509K.635.PAGE 67•INTO TWO L0T5 BDTS.I 4 2) W�, 22A39 5.1. HABITAT FOR HUMANITY APPROVAL UNDER THE 5UBDIV15ION CONTROL LAW Lora OF CAPE COD, INC. O IS NOT REOUIRLD. rtorAL rwctelciwcrro'2 mrAKEA ."co 0 40 80 120 � BARNSTABLE 70NING BOARn OF APPEALS ea4,"T�'a 22.1. °D-zaz SCALE 1-40 MARCH 9.2015 __RECEIVED __THE ZONING O 20 40 1_ DARE I — BOARD Of APPEALS FOR LCT SHAPE t LOT SIZE. mNFd@61AR101 SCALE I-12.19T META r.n=SCME O m.)IDS MADE BY G'^4j J.M. OREILLY 4 ASSOCIATES, INC. 73 APPROVAL SUBJECT TO A GOMPPEMEN51VE PERMIT DEC1510N RECEIVED I W5 MAIN STREET.P.O.BOX 1773 DATED PUR5UANT TO MGL CH.408.5.20-23 BREWST-R.MASSACHUSP.TTS 02631 RECORDED AT THE BARNSTABLE COUNTY REGSTRY.OP DFPD".IN PHONE:(508)B96-6601 BOOK_ PAGE WWWJOREILLYA550C.COM a GJAAJob9Vt "r-NjINtA 1819 Old 9Lxgc Road 64GG0^j6.466ANRA1" BY:KEF JM0.64GG •Massage , Page 1 of 4 Schlegel, Frank From: Podlesney, Tony Sent: Thursday;May 07,,2015 8*31 AM To: Leedara Zola Cc: Schlegel, Frank Subject: RE: Habitat, another Barnstable Build Leedara, Sorry for the delayed reply— I was out of the office yesterday. Yes, those will be the parcel numbers. Regards, Tony From: Leedara Zola [mailto:lzola@habitatcapecod.org] Sent: Wednesday, May 06, 2015 11:50 AM To! Podlesney,Tony; Schlegel, Frank Subject: FW: Habitat, another Barnstable Build Hi Tony and Frank—huge thanks-again to both of you for all your help with Habitat's odd little projects. I spoke with Frank on the phone this morning, and I believe.we are almost there. The only piece Frank is looking for is more certainty on the proposed map/parcel numbers.Tony has written hat the lots will "more than likely" be assigned map/parcel numbers as copied below. As I understand it, Frank can assign us street numbers based on"future" map/parcel numbers, but needs to know that these will indeed be the final numbers when the appropriate date is reached. Tony, can you provide that certainty?We realize the lots cannot actually HAVE these numbers until your assessment date (is it Jan 1 or July 1?) but so long as we know the numbers that WILL be assigned,we can keep moving. Lot 1: 152/036 Lot 2: 152/036/001 Thanks for your help, Leedara I have once again signed up for the "Last Gasp"—a 62 miles Sandwich to PTown bike ride,to support Habitat., If you'have already sponsored me,THANK YOU I I(I If you would like to sponsor me, please go to www.capecodcharitablefunraisers.com/donate . If you are interested in riding with Team Habitat,we'd.love you to join—please give us a call (62 miles isn't as hard as it sounds)IIII Habitat for Humanity of Cope Cod:Building Homes, Hope,.Lives and Community 5/7/201.5 4 Town of Barnstable ` Growth Management Department • MMWSfABLE. `� .0� Zoning Board of Appeals BA 6RNSTABI,E �Dg www.town.barnstable.ma.us/zoningboard January 5, 2015 Tom Perry, Building Commissioner Town of Barnstable - Building Division 200 Main Street J Hyannis, MA 02601 Re: Comprehensive Permit (40B) for Habitat for Humanity Fd-Stage Roa4;West Barnstable �^ Dear Mr. Perry: ,p Enclosed is a copy of a Comprehensive Permit request (No. 2015-006)filed with th Zoning_,_ Board of Appeals by Habitat of Humanity of Cape Cod, Inc. The request is to construct two, single-family, two bedroom dwellings, each on an approximately half-acre lot. Th�affordability of the two units will be preserved in perpetuity via a Department of Housing and Community r7l Development Deed Rider. The Applicant is requesting waivers from the minimum lot area requirements of the Zoning Ordinance to divide the existing parcel into two lots. The Comprehensive Permit process designates the Zoning Board of Appeals as the local permitting board. In accordance with 760 CMR §56.05(3) you are invited to participate in the Board's review of this permit. Should you find you need more information, please don't hesitate to contact me. The public hearing is scheduled to be opened on January 28, 2015 at 7:00 PM in the Hearing Room located at Town Hall, Second Floor, 367 Main Street, Hyannis, MA. Comments may be provided to the Board and will be read into the record at the hearing. Please submit comments to me by January 14, 2015. On behalf of the Board, thank you for your participation and assistance. Res p tfully • Y Eliza eth Je ki A P - Principal Planner Grow % anagement Department elizabeth.jenkins@town.barnstable.ma.us 508-862-4736 c II BARNSTABLE ZONING BOARD OF APPEALS APPLICATION FOR A COMPREHENSIVE PERMIT MGL Chapter 40B, Sections 20-23 and 760 CMR 56.00 Old Stage Road Community Housing Habitat for Humanity of Cape Cod, Inc. December 23, 2014 r-,i -�} r i r�l rn n� i ch j i • • • Habitat for Humanity of Cape Cod 411 Main Street Suite 6 • Yarmouthport, MA 02675 • 508-362-3559 www.habitatcapecod.org Town of Barnstable Zoning Board of Appeals 200 Main Street Hyannis, MA 02601 APPLICATION FOR A COMPREHENSIVE PERMIT MGL Chapter 40B, Sections 20-23 and 760 CMR 56.00 Applicant: Habitat for Humanity of Cape Cod, Inc. Site: 1819 Old Stage Road, Barnstable Project Name: Old Stage Road Community Housing Date: December 23, 2014 NARRATIVE: Habitat for Humanity of Cape Cod, Inc. proposes to build two new,two-bedroom affordable homes on 44,811 square feet of land located at 1819 Old Stage Road (see Exhibit C for Site Plan, Exhibit D for Architectural Plans, and Exhibit E for Location, Maps and Photographs). The land comes from a very generous donation. It is currently vacant, mostly level and wooded. It is located in a single-family residential area, backed by conservation land, and across the street is the West Barnstable Deer Club. The permitting sought is via Massachusetts General Laws, Chapter 40B. Habitat proposes two lots, each approximately one-half acre (22,039 square feet and 22,773 square feet). The underlying zoning is Residential (RF). Minimum lot size for this zoning is 2 acres, minimum frontage required is 150', front yard setback is 30', and side and rear yard setbacks are 15'. Habitat's proposed plan conforms to all dimensional requirements except for minimum lot size. See Exhibit L for specific waivers being requested. The site is not in a Federal Emergency Management Agency (FEMA) Special Flood Hazard Area (SFHA). The site has access to electrical service, but does not have access to town water or sewer, so will require a private water supply and a private on-site sewage disposal system. The proposal will require waivers from local well regulations, but conforms to all State requirements. The site is mapped as a Massachusetts Natural Heritage and Endangered Species (NHESP) Priority Habitat of Rare Species and Estimated Habitat of Rare Wildlife. A Massachusetts Endangered Species Project Review Checklist was previously submitted to NHESP. On March 18, 2011 Habitat for Humanity received a NHESP determination that the project would not result in a prohibitive taking (see Exhibit F). The plans submitted in 2011 where very similar, but not the same, as the current plans. The submitted plans contained two single family homes, but in a slightly different layout. When a new site plan has been fully approved Habitat will submit that to NHESP as a minor modification. We anticipate full approval. Habitat for Humanity of Cape Cod will use our will use our tried-and-true "sweat-equity" model to build the two Old Stage Road homes. With this model our selected purchaser-families will partner with Habitat and devote 250 to 500 hours building their homes alongside community volunteers. This promotes homeowners who are well educated on building and maintenance, and fosters a true sense of community. Habitat works closely with our buyers, not just through a rigorous application process, but throughout the construction period, providing significant homebuyer education including preparation for closing, budget counseling, and workshops in caring for their home and landscaping. Sweat equity and pre-purchase workshops have proven to be key elements in fostering successful homeownership. Habitat also partners with our communities, seeking donations of materials, professional services, and labor. We strive to make our homes welcome in a neighborhood and to be good neighbors. Habitat works to create a collaborative spirit where a whole community can be actively involved in helping to address the affordable housing crisis. Both homes will be affordable in perpetuity. Habitat offers 100% of the project as affordable; not simply the minimum 25% as required by law, as providing affordable housing is our mission. Affordability will be protected by a Department of Housing and Community Development (DHCD) Local Initiative Program (LIP) Deed Rider and the home will count on Barnstable's DHCD Subsidized Housing Inventory (SHI). The home will be affordable to very-low income households; households earning at or less than 65%of Area Median Income. Home sale price will be at or around $126,000 (prices may be adjusted slightly higher based on Area Median Income and calculations at time of marketing). With quality, desirable single-family homes priced affordably, Habitat for Humanity creates homeownership opportunities for families at income levels not served by other affordability programs. We are an experienced developer, having created 86 affordable Cape Cod homes since our founding as an affiliate of Habitat for Humanity International in 1988. We also currently have a robust schedule planned, and look forward to celebrating our 100th home in the near future; we hope that these two Old Stage Road homes will be part of that number. Habitat for Humanity of Cape Cod works in partnership with families in need to build homes, hope, lives and community. 760 CMR 56.04(4) Findings in Determination 760 CMR 56.04(4) (a)-(e) The proposed Old Stage Road project is eligible under the Department of Housing and Community Development (DHCD) Local Initiative Program, as evidenced by the Project Eligibility Letter, attached as Exhibit G. The site is generally appropriate, the project design is generally appropriate, the project appears financially feasible and DHCD, in the role of Subsidizing Agency, has reviewed initial pro formas and found them financially feasible. 760 CMR 56.04(4)(f) Habitat for Humanity of Cape Cod,lnc. is a non-profit and §501(c)(3) organization. See ExhibitH for IRS Letter of Determination. i 760 CMR 56.04(4)(g) Habitat for Humanity has control of the site by virtue of a Purchase and Sale Agreement. See Exhibit I. 760 CMR 56.03 Methods to Measure Progress Toward Local Affordable Housing Goals A Zoning Board of Appeals Comprehensive Permit denial shall be upheld if certain Statutory Minima are met. Barnstable has not met these Minima and should therefore grant the Permit as requested. 760 CMR 56.03(1)(a) Barnstable has not met the Computation of Statutory Minima. See Exhibit J, The Department of Housing and Community Development, Chapter 40B Subsidized Housing Inventory (SHI) as of December 5, 2014. As shown, Barnstable, at 6.7%, has not met the 10%goal set forth in MGL Chapter 40B. There is no claim that Barnstable has met either of the Land Area Minima as listed in 760 CMR 56.03(3). 760 CMR 56.03(1)(b) Barnstable is not listed on the Department of Housing and Community Development web site as a "Certified Community" under an approved Housing Production Plan. Exhibit J, Certified Communities, Revised July 19, 2013. 760 CMR 56.03(1)(c) There is no claim that Barnstable has made recent progress towards the Statutory Minima in accordance with 760 CMR 56.03(5). 760 CMR 56.03(1)(d) The Old Stage Road project, at two units, is not a "large project" as defined in the Regulations. 760 CMR 56.03(1)(e) The Old Stage Road project is not a "related application, previously received", as defined in the Regulations. Application Materials As part of our application, in the following pages, please find the "Town of Barnstable Application For Comprehensive Permit"the attachments referenced in this letter, the attachments required as part of the Barnstable application as well a check in the amount of$200 payable to the Barnstable Patriot, to serve as a deposit for costs of legal advertisement. Note that as a Local Initiative Program application there is no filing fee. We have also included fourteen U.S. Post Office "forever" stamps and fourteen postcard stamps, as required for the abutter notification. See Exhibit K, "Zoning Board of Appeals List". Conclusion We respectfully request approval of our Old Stage Road Project as submitted. As a Local Initiative Program application, this project has been endorsed by both the Town Manager and the Affordable Housing Committee. Habitat has submitted an application to the Community Preservation Committee for project funding which was supported unanimously and is now in the process of being forwarded to Town Counsel. This project has considerable local support, and Habitat is a well-known and well-respected developer of high-quality affordable housing. Sincerely, Warr'em., 6 r'ro Li ex Warren H. Brodie, Esq. Chair, Land Acquisition and Permitting, Habitat for Humanity of Cape Cod TABLE OF ATTACHMENTS APPLICATION FOR A COMPREHENSIVE PERMIT MGL Chapter 40B, Sections 20-23 and 760 CMR 56.00 Applicant: Habitat for Humanity of Cape Cod, Inc. Site: 1819 Old Stage Road, Barnstable Project Name: Old Stage Road Community Housing Date: December 23, 2014 Town of Barnstable Applicatiorrfor Comprehensive Permit (Form).................. Exhibit A Agreement to Extend Deadlines...................................................................... Exhibit B Site Plans (existing conditions, utility and site development)........................... Exhibit C Preliminary Architectural Plans ......................................................................Exhibit D Site Maps and Photographs .........................................................:...................Exhibit E NHESP2011 Letter...........................................................................................Exhibit F DHCD Project Eligibility Letter.........................................................................Exhibit G IRS Letter of Determination ............................................................................Exhibit H Purchase and Sale Agreement.......................................................................... Exhibit.) DHCD Subsidized Housing Inventory and Certified Communities...................... Exhibit J ZBA Abutters.................................................................................................. Exhibit K i Requested Waivers.........................................................................................Exhibit L Fees included with Submission: Check made payable to the Barnstable Patriot in the amount of$200.00 as a deposit for legal advertisement costs. Per Town of Barnstable, Zoning Board of Appeals, Comprehensive Permit Rules, section 2.02(D)there is no filing fee for projects proposed under the Local Initiative Program. Exhibit A r , i 90000SERIES•30%PC.W. RECYCLED www.kleer-fax.com F'SC wwwfiso.org MIX Paper from responsible sources FSC®C01461 S I ' I I d 3!q!gx3 TOWN OF BARNStABLE Zoning Board of Appeals Application for a Comprehensive Permit MGL Chapter 40B, Sections 20-23 and 760 CMR 56.00 Date Received For office use only: Town Clerk's Office: Appeal# Hearing Date Decision Due The undersigned hereby applies to the Zoning Board of Appeals for a Comprehensive Permit pursuant to MG Chapter 40B, Sections 20-23 and 760 CMR 30.00 & 31.00: Applicant Name: Habitat for Humanity of Cape Cod, Inc. , Phone: 508-362-3559 Applicant Address: 411 Route 6a,Yarmouthport MA Fax: 508-362-3569 Applicant Status: (Check one) [ ]Public Agency n on-Profit Organization [ ] Limited Dividend Corporation Attachment A-Attach Documentation of Applicant Status Name of Proposed Development: Old Stage Road Community Housing Subsidizing Agency: Department of Housing and Community Development(DHCD) Subsidy Program: Local Initiative Program (LIP) Attachment B —Project Eligibility Letter Property Location: 1819 Old Stage Road, Barnstable Property Owner: James A. Jenkins and Susan L.Jenkins Phone: Address of Owner: 227 Pine Street,West Barnstable, MA 02668 Assessor's Map/Parcel Number: 152:036 Zoning District: Residential RF Groundwater Overlay District: Aquifer Protection Overlay District and Resource Protection Overlay District Existing Level of Development of the Property- Number of Buildings: (if applicable) not applicable Present Use(s): Vacant Gross Floor Area: sq.ft. Attachment C-Existing Conditions: report on existing site.conditions and a summary of conditions in the surrounding areas, showing the location and nature of existing buildings, existing street elevations, traffic patterns and character of open areas, if any, in the neighborhood. Short Project Description': Habitat proposes to build two single family 2-bedroom homes each on an approximate 1/2 acre lot. Both homes will be built using Habitat's tried-and-true sweat equity model,will be sold affordably, and affordability will be protected in perpetuity via a Department of Housing and Community Development Deed Rider Attachment D-Site Development Plans- preliminary site development plans showing the locations and outlines of proposed buildings;the proposed locations, general dimensions and materials for streets, drives, parking areas, walks and paved areas;and proposed landscaping improvements and open areas within the site. Attachment G-Preliminary Utilities Plan-showing the proposed location and types of sewage, drainage, and water facilities, including hydrants Attachment E-Preliminary, Scaled,Architectural Drawings, including typical floor plans, typical elevations, and sections, and construction type and exterior finishes Attachment F- tabulation of proposed buildings by type, size(number of bedrooms, floor area)and ground coverage, and a summary showing the percentage of the tract to be occupied by buildings, by parking and other paved vehicular areas, and by open areas; Attachment G(if applicable)-where a subdivision of land is involved, a preliminary subdivision plan; Attachment I-List of Requested Waivers-List of all public agencies,boards and Commissions who's review and approval would normally be required of the project and for which the applicant is seeking variance, waivers and approval from the Zoning Board of Appeals in accordance with MGL Chapter 40B Development Team Applicant's Attorney: Warren Brodie, Law Offices of Warren H. Brodie PC , Phone: 781-235-1100 Address: 40 rrnyP Street,Ste 0 Wellesley. MA 02482 Fax: Applicant's Engineer: Keith Fernandes, JM O'Reilly and Associates, Inc. , Phone: 508-896-6601 Address: PO Box 1773, Brewster, MA 02637 Fax: Applicant's Architect: Phone: Address: Fax: Attachment)-Developers P file-.Narrative of Developer's experience and qualification to successfully complete project Signature: Date: -�,J— l4— Applicant's or epresentative's Signature Representative's Address: Warren H. Brodie, Esq Phone: contact: Leedara Zola 508-280-6144 Fax No.: e-mail Address: Izola@habitatcapecod.org ' Note—The Project Description will be used in drafting the public notices. Exhibit B 90000SERIES•30%PC.W. RECYCLED www.kleer-fax.com FSC www.fsc.org - MIX Paper from responsible sources FSC®CO14618 8 l!q!uX3 -,,9. Town of Barnstable Zoning Board of Appeals Agreement to Extend Time Limits for Holding of a Public Hearing on a Comprehensive Permit In the Matter of Habitat for Humanity of Cape Cod Inc., Old Stage Road Community Housing the Applicant(s), and the Zoning Board of Appeals, pursuant to Mass. General Laws, Chapter 40B, Section 21, agree to extend the required time limits for holding of a public hearing on this application for a Comprehensive Permit for a period of 90 days beyond that date the hearing was required to be held. .In executing this Agreement,the Applicant(s)hereto specifically waive any claim for a constructive grant of relief based.upon time limits applicable prior to the execution of this Agreement. Applicant: Zoning Board: r Signature: Signature: Applicant or Applicant's Representative Chairman or Acting Chairman Print: Warren H. Brodie Print: Date: Date: Address of Petitioner(s) or Petitioner's Representative Habitat for Humanity,411 Main St/Rt 6a, Suite 6 Zoning Board of Appeals-Office Yarmouthport, MA 02675 200 Main Street, Hyannis, MA 02601 Phone (508) 862-4685 Fax (50.8) 8624725 Note:. Only one(1)original copy is required of this form cc: Town Clerk Applicant File Exhibit C 90000 SERIES•30%RC.W. RECYCLED www.kleer-fax.com FSC www.fsc.org MIX Paper from responsible sources FSC®CO14618 r 0 I!glux3 Exhibit D I r 90000 SERIES•30%PC.W. RECYCLED www.kieer-fax.com FSC www.fsc.org mix Paper from responsible sources- FSC®C014618 t a l!4!4x3 TABULATIONOF "PROPOSED APPLICATION FOR A COMPREHENSIVE PERMIT MGL Chapter 40B, Sections 20-23 and 760 CMR 56.00 Applicant: Habitat for Humanity of Cape Cod, Inc. Site: 1819 Old Stage Road, Barnstable Project Name: Old Stage Road Community Housing Date: December 23, 2014 TABULATION OF PROPOSED BUILDINGS: Lot 1 Lot 2 TOTAL SITE Home Type Single Family Single Family --- Bedrooms/Bathrooms 2/1 2/1 --- Floor Area 900 900 --- Lot size 22,039 22,773 44,811 Lot Coverage (sq ft and %, ±): 1,340 1,340 2,680 Building 6.0% 5.9% 6.0% Parkin Drivewa 1,350 1,650 3,000 g/ Y 6.1% 7.2% 6.7 Open Areas 19,349 19,783 39,131 p 87.9% 86.9% 87.3% 0 Fffil FRONT ELEVATION 1/4"= 1 PROPOSED 2 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD IN: SCALE: DRAWN BY: HARWICH 1/8'=lORNOTED DAVIDFALTEN ON: DATE PRINTED: SHEET N LOT#5 OAK STREET 51712014 i 8'-5"1 5'-0" 22'-7" REAR ELEVATION 6'-4" 30'-0" RIGHT ELEVATION LEFT ELEVATION PROPOSED 2 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD IN: SCALE: DRAWN BY: HARWICH 1/8'=l'ORNOTED DAVIDFALTEN ON: DATE PRINTED: SHEET# 2 LOT#5 OAK STREET 51712014 i 36'-0" 7'-10" 14'-6 1/2" 9'-2 1/2" 4'-5" 0 04 0 4'-6 1/2" p �lz 14'-8 1/2" 2'-1" 17'-8 1/2" o is in in WINDOW SCHEDULE Bedroom o o NUMBER CITY CODE MANUFACTURER COMMENTS m m W01 7 244DH2449 ANDERSEN I U.30 S.29 0 c 167 sq ft W02 1 A21 ANDERSEN U.28 S.31 o W03 2 AN41 ANDERSEN U.28 5.31 W04 1 CN235 IANDERSEN J U.28 S.31 DOOR SCHEDULE j<2'-1" 5'-71/2" > NUMBER QTY WIDTH HEIGHT CODE COMMENTS 11'-71/2" 9'-0" 15'-41/2" 001 1 1 132" 80" IS210 JU.28 0 7'-0" 21068 D02 1 36" 80" S262 U.28 w D03 1 36" 180.. S296 U.17 I � DO 0D N M O I coN N N O 0 7'-0" 3'-7" tom--7'-6 1/2" tu 14'-2 1/2" 0 � N n m _ 5.-6" Living/Kitchen 428 sq ft 21068 0 146 o M 5'_0^ V-8� 7'-5" o Bedroom o 0 168 sq ft 2.0^�Jl 5'_7^ 6'-10" 3'_7" 0 Porch o n 108 sq S NON STRUCTURAL POST IL CONTINUOUS STEP 0 9'-0" 9'-W 18'-0" 36'-0" PROPOSED 2 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD FIRST FLOOR PLAN IN: SCALE: I DRAWN BY: HARWICH 1/8'=I-ORNOTED I DAVIDFALTEN 114ff= 1 f ON: DATE PRINTED: SHEET# -- LOT#5 OAK STREET 517120i4 i I Iql I I DROP BULKHEAD TOP 8" I I I I 36-0" 7'-10" 14'-9" I I 5-0 8'-5" I L--J 'a ---1 r————v—————D———————————— ——_v IIr------------- ----------- ———————— .. I BASE WIN I I I ' I I . I WI la I 11•-7 1/2" 9'-0" 15-4 1/2" I I l a l I I UP I I I 9'-0" 9-o" 9'-0" O f 3.5"X 9.9"VERSA-LAM GIR , ' 9.5 AJS 140 1 JOIST I I I 14"X8"GIRT POCKET SEE EKG.PLANE > ' 4"X8"GIRT POCKET I I II I . I I I --J I 1 3 8"X7'9"CONC.FND. I r--- ---------------� I ¢ I 2=6'.X 2 6I XBO-0"COL.FTG. 10"SONO TUBS I MIN.48"BELOW GRADE co3.5"LALLY COLUMNS I I o SET ON UNDISTURBED SOIL 3.5"BASE FLOOR I I n TOP HEIGHT SET IN FIELD 4 4 BASE WINDOWS 5'-10" 5'-10" aE 5'-10"� -- BASE WIN ---- J vL- P n. 'p' ------------- --J1 I I I 9'-0" 18'-0" F 36'-0" PROPOSED 2 BEDROOM RANCH FOR: BASEMENT PLAN HABITAT FOR HUMANITY OF CAPE COD IN: SCALE: DRAWN BY: 1/qrr_ �r HARWICH 118"=1'ORNOTED DAVIDFALTEN `h ON: DATE PRINTED: SHEET# 4 LOT#5 OAK STREET 51712014 i 6"DECKING I 3/4 FACE DRIP EDGE 2X8 PT TIES 17 aA"-->I 5/8"PLY SHEATHING R i ASPHALT SINGLES \-1'FREEZE BLOCKS 2X8 PT FELT UNDER 6 IN 12 PITCH ° v RAFTER TIES TRUSSES(SEE TRUSS PLAN) > 5/8 ANCHOR BOLT 3/8"STONE > v TRUSSES 10'SONO TUBE SUPPORTED ON MIN 48'BELOW GRADE OUTSIDE WALL 1 X8 FASCIA 5'-0" 1X6 SOFFIT e GUTTER FREEZE co ZX12 zxiz 1X3 STRAPPING I6"OC 2/2X6 TOP PLATE 2/2X12 HEADER INS.BETWEEN 1/2"DRYWALL 1/2"DRYWALL 2X6X92 5/8"STUDS 16"OC PORCH DECK DETAIL 1/2 SHEATHING zt 2X6 PT SILL- WHITE = r WHITE CEDAR SI DING `O INSULATION m FELT UNDER W.C. 9.5"IF JOISTS 2" FOAM INS. 3.5"BAT INS. 3/4"SUBFLOOR W.11 .1 ---.Illl FINISH FLOOR 111 2X6 PLATE 3/4"SUBFLOOR 2X8 PT IX u 9.5"1 JOIST 16"OC 2X6 PT SILL 5.25X9.5 VERSA-LAM GIRT 5/8"AB 3.5"LALLY COLUMN DAMPROOF 30"X30"X12"COL.PAD 8"X7'=9"FND ° 3.5"CONC.FLOOR 8"X16"FTG ^ 5'-0" CROSS SECTION DETAIL 114 Il- 1' PROPOSED 2 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD IN: SCALE: DRAWN BY: HARWICH 1/8'=I'ORNOTED DAVIDFALTEN ON: DATE PRINTED: SHEET# G LOT#5 OAK STREET 51712014 J HI TH FT L I I jFml Wl F, LJOHI— bm IHI Fil 18'-0" 18'-0" FRONT ELEVATION 1/4" = 1' PROPOSED 2 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD IN: SCALE: DRAWN BY: HARWICH 1/8'=1'ORNOTED DAVIDFALTEN ON: DATEPRINTED: SHEET# LOT#1 OAK STREET 51712014 22'-7" E 5'0° 8,_5„ REAR ELEVATION 30'-0" RIGHT ELEVATION LEFT ELEVATION PROPOSED 2 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD IN: SCALE: - DRAWN BY: 'O HARWICH 1/8'=1RNOTED I DAVIDFALTEN ON: DATE PRINTED: SHEET N A LOT#1 OAK STREET 51712014 L FFI 36-0" 4'-5" 9'-2 1/2" 14'-6 1/2" T-10" 0 04 0 0 4'-6 1/2" IT-8 1/2" 2'-1" 14'-8 1/2" m 0 io r) WINDOW SCHEDULE o� tO o NUMBER OTY CODE MANUFACTURER COMMENTS o Bedroom WO1 7 244DH2449 ANDERSEN U.30 S.29 0 167 sq ft o ° W02 1 A21 ANDERSEN U.28 S.31 W03 2 AN41 ANDERSEN U.28 S.31 W04 1 CN235 ANDERSEN U.28 S.31 DOOR SCHEDULE O < 5'-71/2" 2'-t"3{ NUMBER OTY WIDTH HEIGHT CODE COMMENTS 15'-4 1/2" 9'-0" 1 V-7 1/2" 21068 7'-0^ o 001 1 32" 80" S210 U.28 o, D02 1 1 136" 80" IS262 JU.28 o m I D03 1 1 36" 180 IS296 JU.17 N ® N <h N q _ D'V 14'-2 1/2" I t T-6 1/2" 3-7" Iwo 0 M NOTE: FOLLOW ENGINEERED PLANS FOR Living/Kitchen 4'-7"— —5'-6" `o TRUSSES,GIRT AND FLOOR JOISTS. ° 428 sq ft 21068 1468 TRUSS LOAD THIS WALL m N G t0 m D03 ° ° Bedroom 0 3'-7" 6'-10" 5'-7"­ 2%0" m m° 168 sq ft 0 m PORCH 108 sq ft NON STRUCTURAL POST CONTINUOUS STEP 0 18'-0" 9'-0" 9'-0" 36-0" PROPOSED 2 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD FIRST FLOOR PLAN IN: SCALE: DRAWN 8Y.- HARWICH 1/8"=VORNOTED DAVIDFALTEN 1/4 11= 1, ON: DATE PRINTED: SHEET# LOT#1 OAK STREET 51712014 a I y I I�—DROP BULKHEAD TOP 8" io 36'-0" 8'-5" — I 5,-0" I 14'-9" T-10" ---- �- ----------------------- o . e �0 ___ BASE WIN I I II I ° I II I IW Im N I I t2 II 15'-4 1/2" 9'-0. 1 V-7 1/2" OF I . I N 9'0" 9'0" 9'0" 91 0" I I o 3.5"X 9.9"VERSA-LAM GIR .d, .- I I 9.5 AJS 140 I JOIST "� I I 4"X8"GIRT POCKET SEE ENG.PLANE 4"X8"GIRT POCKET II I .. I o ----------------- -------------- ----� B"X 7'9"CONC.FND. 3 I 10"SONO TUBS 8"X 16"RIBBON FTG. Lcfu) MIN.48"BELOW GRADE I 2'-6"X 2'6"X V-0"COL.FTG. SET ON UNDISTURBED SOIL o I I 3.5"LALLY COLUMNS m l o TOP HEIGHT SET IN FIELD 3.5"BASE FLOOR `O �6'-1 5'-10" 5'-10" I I 4 BASE WINDOWS I I 4 BASE WIN I I ap --D--------------J 9-0" 9 0" 36'-0" PROPOSED 2 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD BASEMENT PLAN IN: SCALE: DRAWNSY: HARWICH 1/B"=1'ORNOTED DAVIDFALTEN 114 1' ON: DATE PRINTED: SHEET# A LOT#1 OAK STREET 51712014 Y I 6"DECKING 3/4 FACE DRIP EDGE 2X8 PT TIES 17 s�," ->4 5/8"PLY SHEATHING ASPHALT SINGLES 1"FREEZE BLOCKS 2X8 PT FELT UNDER 6 IN 12 PITCH .'.v RAFTER TIES TRUSSES(SEE TRUSS PLAN) > SIB ANCHOR BOLT 3/8"STONE TRUSSES 10"SONOTUBE SUPPORTED ON MIN 48'BELOW GRADE 1X8 FASCIA OUTSIDE WALL 1 X6 SOFFIT 5'-0" GUTTER i Quo FREEZE !D 2X12 V12 IX3 STRAPPING I6"OC 2/2X6 TOP PLATE 2/2X12 HEADER INS.BETWEEN 1/2"DRYWALL 1/2"DRYWALL 2X6X92 5/8"STUDS 16"OC PORCH DECK DETAIL 1/2"SHEATHING WHITE CEDAR SIDING 65 2X6 PT SILL 112"= 1' FELT UNDER W.C. w INSULATION bo 2" FOAM INS. 15"1 JOISTS 3.5"BAT INS. 3/4"SUBFLOOR FINISH FLOOR 2X6 PLATE 3/4"SUBFLOOR M PT 9.5"1 JOISTS 16"OC 2X6 PT SILL 5/8"AB 5.25X9.5 VERSA-LAM GIRT ROOF 3.5"LALLY COLUMN DAMP ROOF FND ° 30"X30"X12"COL.PAD 8DAMP 8"X16"FTG ^ 3.5"CONC.FLOOR CROSS SECTION A 114 II— 1' PROPOSED 2 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD IN: SCALE: DRAWN BY: HARWICH 1/8"=1'ORNOTED DAVIDFALTEN ON: DATE PRINTED: SHEET# G LOT#1 OAK STREET 51712014 J ' o0 FRONT ELEVATION 1/4"= 1' PROPOSED 3 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD sample optional front with SCALE: DRAWN BY., porch on gable end 1/8'=1'ORNOTED DAVIDFALTEN DATE PRINTED: SHEET N 1 71512014 1 Exhibit•E i 1 i p 90000 SERIES•30%P.C.W. RECYCLED® www.kleer-fax.com ISO ' FSC _ www.fsc.org MIX Paper from responsible sources FSC®CO14618 l 3 l!q!4X3 IR� 40 AMILL o40 09 -i (� yam* iR of Maps, Aerial View and Photographs of Homes Near the Site 4 s1�P m 1819 Old Staqe Rd West Ba.Mble.MA 02668 CI seuae ±tit s " -ip-s ' 13i:07�3[aA§Wsd� PA Pine 81F�-� � c+3J_TlwFrinrR:etl G'+YVJ.nNnite�; C�l.�nn_..aei�� C71Ya 1/(Py1 }l!' Maps, Aerial View and Photographs of Homes Near the Site Town of Barnstable Geographic Information System New Search I Home I Help Parcel Viewer Custom Mao Abutters Mao size ■■ Zoom Out1'1„'1"in 7 N n Q J N_� © 45 9 3PG Map: 152 Parcel: 036 FulProperty Location: 1019 OLD STAGE ROAD Info 4 � Owner: JENKINS,JAMES A Map&Parcel 152036 _ Location 1819 OLD STAGE ROAD yg1 It + •s Acreage 1.21 acres �- Y F'e a• - Mailing Address JENKINS,JAMES A ♦ a 227 PINE ST WEST aARNSTABLE,MA 02666 Y E j f Extra Features $0 1 I out Buildings $0 S• Land $132,000 P ° Buildings $0 ♦ r . Total Appraised $132,000 ° f Extra Features $0 Out Buildings $0 � ,a Land $132,000 0 4 Fe ' ♦ ' Buildings $0 Total Assessed $132,000 1S„� Set Scale 1°=105a I aerial Photos MAP DISCLAIMER .. -Bwnsiahle v Directions to Site from Boston: lJ Sp' Ce 9a, Route 93 South Route 3 South Route 6 East Exit 5/towards 149 South At Rotary, take Service Road Right onto Old Stage Road #1819 is on the Right West Banstabl, Dee,Club R `Qc S 19 Old S 0 a e> 3d� o Qj it 'flaw Q � 1 - �-¢-r yam- .,�-, his• ,� - �1� ' ' •iJ �y. 4J r Q •� .rt' �I� � I C 1 i nk VY Ln t C. -� �r �. �•. i cu 1 i � MVExhibit F i i i I I i I ' r i • [ 90000 SERIES•30%P.C.W.. RECYCLED® www.kleer-fax.com FSC www.fsc.org MIX Paper from responsible sources - FSC®C014618 3 l!q!gx3 I Cmmnowealth of Massachusells Division of - Fisheries & Wildlife. MassWild/ife • Wayne F.MacCallum,Director March 18,2011 Habitat for Humanity of Cape Cod,Inc. 411 Main Street,Suite 6 Yarmouth Port MA 02675 RE: Project Location: 1819 Old Stage Road,West Barnstable Project Description: 2 Single Family Homes NHESP File No.: 11-29295 Dear Applicant: Thank you for submitting the MESA Project Review Checklist,site plans(not dated) and other required materials to the Natural Heritage and Endangered Species Program(NHESP)of the MA Division of Fisheries&Wildlife for review pursuant to the Massachusetts Endangered Species Act(MESA)(MGL c.131A)and its implementing regulations(321 CMR 10.00). Based on a review of the information that was provided and the information that is currently contained in our database,the NHESP has determined that this project,as currently proposed,will not result in a prohibited"take'of state-listed rare species. This determination is a final decision of the Division of Fisheries&Wildlife pursuant to 321 CMR 10.18. Any changes to the proposed project or any additional work beyond that shown on the site plans may require an additional filing with the NHESP pursuant to the MESA. This project may be subject to further review if no physical work is commenced within five years from the date of issuance of this determination,or if there is a change to the project. Please note that this determination addresses only the matter of state-listed species and their habitats.If you have any questions regarding this letter please contact Emily Holt,Endangered Species Review Assistant,at(508)389-6361. Sincerely, Thomas W.French,PILD. Assistant Director i cc: James Jenkins www.masswi—ife.org Division of Fisheries and Wildlife Field Headquarters,North Drive,Westborough,MA 01581 (508)389-6300 Fax(508)389-7891 An Agency of the Depatimenl of Fish and Gann Exhibit G i 1 l i 90000SERIES•30%P.C.W. RECYCLED® www.kleer-fax.com FSC www.fsc.org MIX Paper from responsible sources FSC®C01461 S J l!q!4X3 i I Commonwealth of Massachusetts DEC 2 2014 DEPARTMENT OF HOUSING & COMMUNITY DEVELOPMENT Deval L.Patrick,Governor ♦ Aaron Gomstein,Undersecretary December 22, 2014 Ms. Victoria Goldsmith Executive Director Habitat for Humanity of Cape Cod, Inc. 411 Main Street,#6 Yarmouthport,Massachusetts 02675 Mr.Thomas K. Lynch,Town Manager Barnstable Town Hall 367 Main Street Hyannis,Massachusetts 02601 RE: 1819 Old Stage Road,Barnstable,Massachusetts Determination of Project Eligibility under the Local Initiative Program(LIP) Dear Ms. Goldsmith and Mr.Lynch: I am pleased to inform you that your application for project eligibility under the Local Initiative Program (LIP)for the proposed 1819 Old Stage Road Community Housing project has been approved. This approval is based on your application that sets forth a plan for the development of two (2)units. The proposed sales prices of the LIP units are generally consistent with the standards for affordable housing to be included in a community's Chapter 40B affordable housing stock. As part of the review process,Department of Housing and Community Development(DHCD) staff has performed an on-site inspection of the proposed project sites. DHCD has made the following findings: 1. The-proposed project appears generally eligible under the requirements of the Local Initiative Program, subject to final program review and approval; 2. The site of the proposed project is generally appropriate for residential development; 3. The conceptual plan is generally appropriate for the site on which the project is located; 4. The proposed project appears financially feasible in the context of the Truro housing market; 5. The initial pro forma for the project appears financially feasible and consistent with cost examination and limitations on profits and distributions-on the basis of estimated development costs; 6. The project sponsor and the development team meet the general eligibility standards of the Local Initiative Program; 7. The project sponsor has a Purchase and Sale Agreement. 100 Cambridge Street,Suite 300 www.mass.gov/dhcd Boston,Massachusetts 02114 617.573.1100 i Barnstable 1819 Old Stage Road Community Housing Page 2 The proposed project must comply with all state and local codes not specifically exempted by a comprehensive permit. Please provide us with a copy of the comprehensive permit as soon as it is issued. The DHCD legal office will review the comprehensive permit and other project documentation. Additional information may be requested as is deemed necessary. Following the issuance of the comprehensive permit,the specifics of this project must be formalized in a regulatory agreement signed by the municipality,the project developer, and DHCD prior to starting construction. As stated in the application,the 1819 Old Stage Road Community Housing project will consist of two(2) units, all of which will be eligible for inclusion in the Town's subsidized housing inventory. The affordable units will be marketed, sold and rented to eligible households whose annual income may not exceed 80% of area median income, adjusted for household size,as determined by the U.S.Department of Housing and Urban Development. The conditions that must be met prior to final DHCD approval include: 1. A final affirmative fair marketing and lottery plan with related forms shall be submitted that reflects LIP requirements including consistency.with the Comprehensive Permit Guidelines, Section III, Affirmative Fair Housing Marketing Plans. This shall be submitted and approved prior to the execution of a regulatory agreement and prior to construction; 2. Any changes to the application it has just reviewed and approved, including but not limited to alternations in unit mix, sales price,rents,development team,unit design, site plan and financial pro forma reflecting land value, must be approved by DHCD; 3. Notice to DHCD shall be provided regarding the status of funds to be sought from the town's Community Preservation Fund and the Federal Home Loan Bank; 4. The project must be'organized and operated so as not to violate the state anti-discrimination statute (M.G.L. c151B) or the Federal Fair Housing statute(42 U.S.C. s.3601 et seq.). No restriction on occupancy may be imposed on the affordable unit(other than those created by state or local health and safety laws regulating the number of occupants in dwelling units); 5. The Town shall submit to DHCD the finalized details of the comprehensive permit. As the 1819 Old Stage Road Community Housing project nears completion of construction,DHCD staff may visit the site to ensure that the development meets program guidelines. When the units have received Certificates of Occupancy, the developer must submit to both DHCD and the Town of Barnstable a project cost accounting for the comprehensive permit project. Barnstable 1819 Old Stage Road Community Housing Page 3 This letter shall expire two years from this date or on December 22,2016 unless a comprehensive permit has been issued. We congratulate the Town of Barnstable and the project sponsor on their efforts to work together to increase the Town's supply of affordable housing. If you have any questions as you proceed with the project,please call Toni Coyne Hall at 617-573-1351. Sincerely, Catherine Racer Associate Director cc: Jo Ann Miller Buntich,Director, Growth Management Arden Cadrin,Growth Management Paul Hebert,Barnstable Housing Committee Zoning Board of Appeals Margaux LeClair,Office of the Chief Counsel,DHCD Enc. Exhibit H I 90000 SERIES•30%PC.W. RECYCLED® www.kleer-fax.com FSC www.fsc.org MIX Paper from responsible sources FSC®C014618 _ H l!Q!uX3 i Internal Revenue Service Department of the Treasury P. O. Box 2508 Cincinnati, OH 45201 Date: April 23. 2002 Person to Contact: Jeremy L. Vogelpoh131-03888 Customer Service Representative Habitat for Humanity International, Inc. Toll Free Telephone Number: Cape Cod 8:00 A.M. to 6:30 P.M. EST c/o Victoria Goldsmith 877-829-5500 658 Main Street Fax Number: West Yarmouth, MA 02673-5103 513-263-3756 Federal Identification Number: 22-2900430 Group Exemption Number: 8545 Dear Sir or Madam: We have received your request for affirmation of your organization's tax exempt status. Your organization is exempt under section 501(c)(3) of the Code because it is included in a group ruling issued to Habitat for Humanity International, located in Americus, Georgia. Individual exemption letters are not available to organizations included in group rulings. The group exemption letter applies to all of the subordinate organizations on whose behalf the Habitat for Humanity International, Inc. has applied for recognition of exemption. If you want a copy of the group exemption letter, please contact your parent organization. Your organization is required to file Form 990, Return of Organization Exempt from Income Tax, only if its gross receipts each year are normally more than$26,000. If a return is required, it must be filed by the 15th day of the fifth month after the end of the organization's annual accounting period. The law imposes a penalty of$20 a day, up to a maximum of$10,000, when a return is filed late, unless there is reasonable cause for the delay. Donors may deduct contributions to your organization as provided in section 170 of the Code. Bequests, legacies, devises, transfers, or gifts to your organization or for its use are deductible for federal estate and gift tax purposes if they meet the applicable provisions of sections 2055, 2106 and 2522 of the Code. The law requires you to make your organization's annual return available for public inspection without charge for three years after the due date of the return. You can charge only a reasonable fee for reproduction and actual postage costs for the copied materials. The law does not require you to provide copies of public inspection documents that are widely available, such as by posting them on the Internet(World Wide Web). You may be liable for a penalty of $20 a day for each day you do not make these documents available for public inspection(up to a maximum of $10,000 in the case of an annual return). -2 Habitat for Humanity International, Inc. Cape Cod ' 22-2900430 If you have any questions, please call us at the telephone number shown in the heading of this letter. Sincerely, John E. Ricketts, Director, TE/G E Customer Account Services Exhibit I 4. 90000SERIES•30%RC.W. RECYCLED® www.kleer-fax.com FSC www.fsc.org MIX Paper from responsible sources FSC®C014618 r I I gNX3 PURCHASE AND SALT~AGREEMENT t i This day of October, 2014, 1. PARTIES AND MAILING ADDRESSES James A. Jenkins and Susan L.Jenkins 227 Pine Street t West Barnstable, MA 02668 hereinafter called the SELLER, agrees to SELL and Habitat for Humanity of Cape Cod, Inc. 411 Main Street, Suite 6, Yarmouthport, MA 02675 hereinafter called the BUYER or PURCHASER, agrees to BUY, upon the terms hereinafter set forth, the following described premises: a 2. DESCRIPTION II The land and improvements shown as parcel No. 36 on a plan of land entitled "Plan of Land Prepared for James A. Jenkins Assessors Map 136 Parcel 36 1819 Old Stage Road Barnstable, MA Scale 1"= 30", July 8, 2010", recorded with the Barnstable County Registry of Deeds in Plan Book 635, Page 67. For grantor's title see Deed from James A. Jenkins, dated May 9, 1989 and recorded with said Deeds in Book 6731 Page 323. See also Release Deed from West Barnstable Deer Club, Inc., dated July 7, 2014, recorded with said Deeds in Book 28307 Page 252. 3. BUILDINGS, STRUCTURE, IMPROVEMENTS, FIXTURES premises is vacant land s 4. TITLE DEED Said premises are to be conveyed by a good and sufficient quitclaim deed running to the BUYER, or to the nominee designated by the BUYER by written notice to the SELLER at least seven (7) days before the deed is to be delivered as herein provided, and said deed shall convey a good and clear record and marketable title thereto,free from encumbrances, except: Purcliase&Sales Agreement RE: 1819 Old Stage Road,Barnstable,MA SELLER:James A.Jenkins and Susan L.Jenkins BUYER:Habitat for Humanity of Cape Cod,Inc. Page 2 of 12 (a) Provisions of existing building, environmental and zoning laws; (b) Such taxes for the then current fiscal year as are not due and payable on the date of the delivery of such deed; (c) Any liens for municipal betterments assessed after the date of this agreement; (d) Easements, restrictions and reservations of record, if any, so long as the same do not, or could not be used in such a way as to, prohibit or materially interfere with the use of said premises as two single-family affordable dwelling units. 5. PURCHASE PRICE There is no agreed purchase price for said premises as SELLER is gifting the premises for no monetary consideration. 6. TIME FOR PERFORMANCE; DELIVERY OF DEED Such deed is to be delivered at 11:00 o'clock A.M. on the 14t"day from written notice from BUYER to SELLER of the satisfaction of all the conditions set forth in paragraph 26, and SELLER has confirmed that BUYER has complied with paragraph 27(1) and (2) hereof, at the office of BUYER's counsel within Barnstable County or Barnstable Registry of Deeds, unless otherwise agreed upon in writing. It is agreed that time is of the essence of this agreement. 7. POSSESSION AND CONDITION OF PREMISE Full possession of said premises free of all tenants and occupants, except as herein provided, is to be delivered at the time of the delivery of the deed, said premises to be then (a) in the same condition as they now are, reasonable use and wear thereof excepted, and (b) not in violation of said building and zoning laws, and (c) in compliance with provisions of any instrument referred to in clause 4 hereof. The BUYER shall be entitled personally to inspect said premises prior to the delivery of the deed in order to determine whether the condition thereof complies with the terms of this clause. ff 8 Q Purchase&Sales Agreement RE: 1819 Old Stage Road,Barnstable,MA SELLER:James A.Jenkins and Susan L.Jenkins BUYER: Habitat for Humanity of Cape Cod,Inc. Page 3 of 12 8. EXTENSION TO PERFECT TITLE OR MAKE PREMISES CONFORM Q 1 If the SELLER shall be unable to give title or to make conveyance, or to deliver possession of the premises, all as herein stipulated, or if at the time of the delivery of the deed the premises do not conform with the provisions hereof, then the SELLER shall use reasonable efforts to remove any defects in title, or to deliver possession as provided herein, or to make the said premises conform to the provisions hereof, as the case may be, and thereupon the time for performance hereof shall be extended for a period of thirty (30) days. "Reasonable efforts" shall not require the expenditure of more than $500.00 by the Seller. 9. BUYER'S ELECTION TO ACCEPT TITLE i r The BUYER shall have the election, at either the original or any extended i time for performance, to accept such title as the SELLER can deliver to the said premises in their then condition. 10. MARKETABLE AND INSURABLE TITLE. BUYER's performance hereunder is conditioned upon title to the premises being insurable on a standard ALTA owner's form policy, without exception other than as stated in Paragraph 4 hereof and without payment of any special premium, issued by a title insurance company qualified to do business in Massachusetts. SELLER and BUYER acknowledge and understand that, at Habitat's sole cost and expense, Attorney Bernard T. Kilroy shall issue an Owner's Title Insurance Policy as agent for First American Title Insurance Company, effective upon the delivery and recording of the deed, at the standard premium and fair market value of the premises. Said fair market value is to be determined by obtaining an appraisal of the premises by a certified appraiser without any reduction in value as a result of an affordable housing deed rider or other conditions related to affordable housing that may impact the value of the premises. 11. ACCEPTANCE OF DEED The acceptance of a deed by the BUYER as the case may be, shall be deemed to be a full performance and discharge of every agreement and obligation herein contained or expressed, except such as are, by the terms hereof, to be performed after the delivery of said deed. Purchase&Sales Agreement RE: 1819 Old Stage Road,Barnstable,MA SELLER:James A.Jenkins and Susan L.Jenkins BUYER:Habitat for Humanity of Cape Cod,Inc. Page 4 of 12 1.2. ADJUSTMENTS Taxes for the then current fiscal year shall be apportioned as of the day of performance of this agreement and the net amount thereof shall be added to or deducted from, as the case may be, the purchase price payable by the BUYER at the time of delivery of the deed. 13. ADJUSTMENT OF UNASSESSED AND ABATED TAXES If the amount of said taxes is not known at the time of the delivery of the deed, they shall be apportioned on the basis of the taxes assessed for the preceding fiscal year, with a reapportionment as soon as the new tax rate and valuation can be ascertained; and, if the taxes which are to be apportioned shall thereafter be reduced by abatement, the amount of such abatement, less the reasonable cost of obtaining the same, shall be apportioned between the parties, provided that neither party shall be obligated to institute or prosecute proceedings for an abatement unless herein otherwise agreed. 14. NO BROKERS The Seller and Buyer each warrants and represents to the other that he has dealt with no broker or agent in connection with this transaction and agrees to defend, hold harmless and indemnify the other from and against any loss or damage, including reasonable attorney's fees and expenses, incurred as a result of such party's misrepresenting any of the above facts. The provisions of this Paragraph shall survive delivery of the Deed. 15. DEPOSIT Intentionally Deleted—not applicable. 16. LIABILITY OF TRUSTEE, SHAREHOLDER, BENEFICIARY, etc. If the SELLER or BUYER executes this agreement in a representative or fiduciary capacity, only the principal or the estate represented shall be bound, and neither the SELLER or BUYER so executing, nor any shareholder or beneficiary of any trust, shall be personally liable for any obligation, express or implied, hereunder. Purchase&Sales Agreement RE: 1819 Old Stage Road,Barnstable,MA SELLER:James A.Jenkins and Susan L.Jenkins BUYER:Habitat for Humanity of Cape Cod,Inc. Page 5 of 12 17. WARRANTIES AND REPRESENTATIONS The BUYER acknowledges that the BUYER has not been influenced to enter into this transaction nor has he relied upon any warranties or representations not set forth or incorporated in this agreement or previously made in writing, except for the following additional warranties ! and representations, if any, made by the SELLER: None. I 18. ADDITIONAL TITLE MATTERS AND CONDITIONS TO BUYER'S I OBLIGATIONS The BUYER's obligations hereunder are contingent upon the following: (a) No building structure, improvement or property of any kind either encroaches upon or under the Premises from other properties; (b) The Premises abut, or have legal access to, a public way duly laid out or accepted as such by the Town or City in which said Premises are located; (c) No proceeding for the exercise of the power of eminent domain with respect to the Premises or any part thereof is pending; and (d) The Premises are not located within a flood zone as identified by any state, federal or local law. 19, AFFIDAVITS AND CERTIFICATES At the closing, SELLER shall execute and deliver to BUYER the following documents: (a) An affidavit stating that SELLER is not a foreign person under Internal Revenue Code section 1445; (b) An affidavit to BUYER and BUYER's title insurance company certifying that there are no parties in possession of said premises and that no work has been done on said premises which would entitle anyone to claim a mechanic's or material man's lien with respect to said premises; Purchase&Sales Agreement RE,: 1819 Old Stage Road,Barnstable,MA SELLER:James A.Jenkins and Susan L.Jenkins BUYER: Habitat for Humanity of Cape Cod,Inc. Page 6 of 12 (c) Internal Revenue Code Section 1099 Forms and W-9 Forms, if required; and e (d) Any other affidavits and certificates customarily required by conveyancing attorneys in the Barnstable County area in connection with residential purchase and sale transactions of this type. 20. SELLER STATEMENTS The SELLER states the following are true as of this date and as of the date of the closing: (a) The SELLER has not received any notice that the Premises are in violation of any federal, state or local environmental, sanitary, health or safety statute, ordinance, code, by-law, rule or regulation and that the SELLER has no actual knowledge of any such violations. (b) The SELLER has no knowledge of any pending betterment assessments, encumbrances and/or liens affecting the Premises, or the fixtures within the Premises. (c) The SELLER has no knowledge of any underground fuel or chemical storage tanks on the Premises. 21. NOTICE I All notices required or permitted to be given hereunder shall be in writing and delivered in hand, or sent by facsimile ("fax"), by email, or by Federal Express or other recognized overnight delivery service, or mailed postage prepaid, by registered or certified mail, addressed to BUYER or SELLER at the address specified below or to such other address as shall be designated by written notice given to the other party. Any such notice shall be deemed given when so delivered in hand or, if sent by Federal I Express or other recognized overnight delivery service, on the next business day after deposit with said delivery service, or, if so mailed, five (5) business days after deposit with the U.S. Postal Service. In the case of fax notification, the party relying on such notification shall retain and present upon request a fax confirmation sheet which shows a minimum of: the date and time of the fax, the number of pages sent, the fax number to which it was sent, some indication that the transmission was i i I Purchase&Sales Agreement RE: 1.819 Old Stage Road,Barnstable,MA SELLER:James A.Jenkins and Susan L.Jenkins BUYER:Habitat for Humanity of Cape Cod,Inc. Page 7 of 12 I I i successfully sent and that such transmission was sent readable side up. In the case of email notification, Notice shall be considered sufficient so long as the email is acknowledged as received by the recipient in writing. Simultaneously therewith, a copy of any Notice shall be sent by Facsimile or Email to BUYER's and SELLER's Attorneys at the numbers/addresses listed below. Any party may change its address for notice by written communication delivered as aforesaid. To SELLER: James J. Jenkins and Susan L. Jenkins 227 Pine Street, West Barnstable, MA 02668 Email: jacranberry@comcast.net To BUYER: Habitat for Humanity of Cape Cod, Inc.' Attn: Victoria Goldsmith, Executive Director 411 Main Street, Suite 6 Yarmouthport, MA 02675 Email: vg@habitatcapecod.org SELLERs' Attorney:Jaime E. Hoctor, Esq. Nutter, McClellan & Fish, LLP 1471 lyannough Road, P.O. Box 1630 Hyannis, MA 02601 Tel: (508) 790-5417 Fax: (508) 771-8079 Email: jhoctor@nutter.com BUYER's Attorney: Kate Mitchell, Esq. 761 Main Street, P.O. Box 160 West Barnstable, MA 02668 Tel: (508) 362-1369 Fax: (508) 362-1368 Email: katemitchell@comcast.net 22. EXTENSION AUTHORITY BUYER and SELLER grant to each of their respective attorneys authority to extend the time for performance herein unless written notice of revocation is received by said attorney. i Purchase&Sales Agreement RE; 1819 Old Stage];toad,Barnstable,MA SELLER:James A.Jenkins and Susan L.Jenkins BUYER: Habitat for Humanity of Cape Cod,Inc. Page 8 of 12 I 23. FACSIMILE/SCANNED SIGNATURES Facsimile signatures and/or scanned signatures via email shall be binding as original signatures and duplicate signature pages may be attached as one agreement. 24. APPLICABLE STANDARDS Any matter or practice arising under or relating to this Agreement which is the subject of a title, ethical, or practice standard of the Real Estate Bar Association ("REBA") shall be governed by such standard to the extent ' applicable, unless otherwise provided for herein 25. POST—CLOSING COMPLIANCE AND ADJUSTMENTS If any errors or omissions are found to have occurred with the documents required to effectuate the conveyance of the premises, the parties agree to execute and deliver to the requesting party whatever additional documents or amendments to existing documents are reasonably required to effectuate such conveyance of the premises provided such c additional documents or amendments are prepared by the requesting party, and do not in any way adversely affect, or otherwise enlarge the liability of, any of the parties relative to said conveyance. This paragraph 25 shall survive delivery of the deed. 6 26. CONTINGENCIES The Buyers obligation to accept a deed of the Premises shall be il conditioned upon the following: t (a) Buyer, at its expense and to its satisfaction in its sole discretion, obtaining the following information: (i) there are no encroachments on the Premises; (ii) there is legal access to and from the Premises; (iii) there is no presence of hazardous waste on the Premises or in the immediate vicinity that is likely to impact the Premises; (iv) there are no endangered species in accordance with the Massachusetts Natural Heritage and Endangered I s r I 1 i Purchase&Sales Agreement RE: 1819 Old Stage Road,Barnstable,MA SELLER:James A.Jenkins and Susan L.Jenkins BUYER:Habitat for Humanity of Cape Cod,lnc. Page 9 of 12 Species Act, or the Project will not result in a "take"of state-listed species; and (v) the Premises are buildable for the intended purpose of the construction, use and occupancy of two single- family affordable dwelling units and customary appurtenances thereto under all applicable land use laws, by-laws, and regulations. (b) Buyer having obtained all necessary permits and approvals for the development and construction of a total of two affordable single family dwelling unit on the Premises, which dwelling units will be includable on the Subsidized Housing Inventory compiled by the Department of Housing and Community Development for the Town of Barnstable; (c) the lapse of all appeal periods for all permits obtained by the Buyer with no appeals having been filed; (d) Buyer shall have the right, from time to time, at Buyer's sole cost, expense, risk and hazard and in all such manner as Buyer may reasonably determine, without material damage being imposed upon the Premises and remaining unrepaired,,to enter upon the Premises to make, or cause to be made, engineering and development findings and assessments in respect thereto, including (without limitation) surveying, conducting percolation tests, conducting test borings in order to determine subsoil conditions of ledge, peat or other soft materials, the making of tests to determine the presence of hazardous waste, and, in general conducting other tests, analyses and studies of the Premises. Buyer intends to conduct any and all such other research and assessments as Buyer deems necessary in order to determine whether the Premises meet all regulatory and permitting requirements and whether the development of a two parcel subdivision and construction of two affordable single- family homes is economically and financially feasible. Any entry is at the sole risk of Buyer and Buyer indemnifies and holds Seller harmless from and against any claim, loss, damage cost, or liability arising from the entry. This indemnity will survive the closing or any earlier termination of this Agreement. i Purchase&Sales Agreement I RE: 1819 Old Stage Road,Barnstable,MA SELLER:James A.Jenkins and Susan L.Jenkins BUYER:Habitat for Humanity of Cape Cod,Inca Page 10 of 12 In the event BUYER determines that the conditions delineated above cannot be met or the development of the premises is not feasible, is uneconomic, or permitting from the proper government agencies is not likely to be readily forthcoming, the BUYER'may terminate this agreement by written notice to the SELLER, whereupon all obligations of the parties hereto shall cease and this agreement shall be void . without recourse to the parties hereto. 27. SELLER'S PROVISIONS BUYER acknowledges, understands and intends to comply, to the extent permissible by law, with the following; (1) the premises shall be permitted for two units, with a total of at least four bedrooms so long as the premises support two on-site subsurface sewage disposal systems in accordance with the requirements of Title V of the Massachusetts Environmental Code (312 CMR 15) and municipal board of health regulations; and (2) there will be a preference for local Barnstable residents for one of the units, understanding there must be a demonstrated local need in compliance with M.G.L. ch. 40B §§ 20-23 and its regulations, and approval of such preference granted by the Massachusetts Department of Housing and Community Development. Also Habitat shall install a bench, rock or the like with a plaque to honor Donald Dickinson within a year after completion of construction. This Section 27 shall survive the closing. 28. SELLER ASSENTS SELLER hereby assents to, and joins in, all applications made by BUYER for permitting and the like whether with local, state or federal permitting authorities; and shall cooperate with BUYER at no cost to SELLER in its assessments and investigations into the feasibility of the premises' development, use and occupancy of at least a two single family affordable homes. 29. CONSTRUCTION OF AGREEMENT This instrument, executed in multiple counterparts, is to be construed as a Massachusetts contract, is to take effect as a sealed instrument, sets i ► r r Purchase&Sales Agreement a RE; 1819 Old Stage Road,Barnstable,MA SELLER:Jatnes A.Jenkins and Susan L.Jenkins BUYER:Habitat for Humanity of Cape Cod,Inc. I Page 11 of 12 forth the entire contract between the parties, is binding upon and enures to the benefit of the parties hereto and their respective heirs, devisees, a executors, administrators, successors and assigns, and may be cancelled, modified or amended only by a written instrument executed by both the SELLER and the BUYER. If two or more persons are named herein as BUYER their obligations hereunder shall be joint and several. The captions and marginal notes are used only as a matter of convenience and are not to be considered a part of this agreement or to be used in determining the intent of the parties to it. € 30. CONDITION OF PREMISES Buyer accepts the condition of the premises "AS-IS". Seller makes no representations or warranties concerning any aspect of the physical condition of the property, or concerning whether or not any oil, hazardous waste, hazardous substance, hazardous material or any other substances or materials, the use, storage, handling, transportation or disposal of which are regulated by any law, rule or regulation, are situated on or in the premises. Buyer assumes any and all liability with respect to these matters. The provisions of this paragraph will survive the closing. 31. NO RECORDING I If Buyer records this Agreement it will, at the option of Seller, become ipso facto null and void. 32. NO ASSIGNMENT Buyer may not assign this Agreement or any of Buyer's rights under this Agreement without the prior written consent of Seller which may be withheld by Seller in Seller's sole and uncontrolled discretion. Any attempted assignment by Buyer without Seller's consent will be void. 33. FACSIMILE/SCANNED SIGNATURES Facsimile signatures and/or scanned signaturesivia email shall be binding as original signatures and duplicate signature pages may be attached as one agreement. [end of document text--signature page follows] i i S i Purchase::&Sales Agreement RIB;: 1819 Old Stage Road,Barnstable,MA 'SELLER:.James A:Jenldns'and SusanL.Jenkins BbYER:Habitat for Humanity of;Cape Cod,Inc. Page 12 of 12 FOR RESIDENTIAL PROPERTY CONSTRUCTED PRIOR TO 1978, BUYER MUST ALSO HAVE SIGNED LEAD PAINT "PROPERTY TRANSFER NOTIFICATION CERTIFICATION" NOTICE: This is a legal docurrient that creates binding obligations. If not understood, consult an attorney. SELLER ames A. Jeggins SELLER— Susan L. Jen ins BUYER: Habitat for Humanity of Cape Cod, Inc. By: ` � S Victoria Golds ith, Executive Director 26652M.2 Exhibit J 90000SERIES'•30%P.C.W. RECYCLED www.kieer-fax.com FSC www.fsc.org mix Paper from responsible sources FSC®C014618 i r i!a!4X3 Department of Housing and Community Development Chapter 40B Subsidized Housing Inventory(SHI) as of December 5, 2014 2010 Census Year Total Round Housing Development Community Units Units SHI Units % Abington 6,364 511 478 7.5% Acton 8,475 1,107 551 6.5% Acushnet 4,097 133 103 2.5% Adams 4,337 321 321 7.4% Agawam 12,090 499 467 3.9% Alford 231 0 0 0.0% Amesbury 7,041 869 505 7.2% Amherst 9,621 1,081 1,034 10.7% Andover 12,324 1,428 1,145 9.3% Aquinnah 158 41 41 25.9% Arlington 19,881 1,429 1,121 5.6% Ashburnham 2,272 147 32 1.4% Ashby 1,150 0 0 0.0% Ashfield 793 2 2 0.3% Ashland 6,581 346 241 3.7% Athol 5,148 247 247 4.8% Attleboro 17,978 1,177 1,177 6.5% Auburn 6,808 242 242 3.6% Avon 1,763 74 74 4.2% Ayer 3,440 456 290 8.4% Barnstable 201550 1,832 1,373 6.7% Barre 2,164 83 83 3.8% Becket 838 0 0 0.0% Bedford 5,322 1,087 902 16.9% Belchertown 5,771 398 372 6.4% Bellingham 6,341 702 537 8.5% Belmont 10,117 392 380 3.8% Berkley 2,169 139 24 1.1% Berlin 1,183 222 65 5.5% Bernardston 930 24 24 2.6% Beverly 16,522 2,142 1,946 11.8% Billerica 14,442 1,487 857 5.9% Blackstone 3,606 165 123 3.4% Blandford 516 1 1 0.2% Bolton 1,729 192 64 3.7% Boston 269,482 52,453 49,324 18.3% Bourne 8,584 1,227 596 6.9% Boxborough 2,062 327 24 1.2% Boxford 2,730 64 23 0.8% Boylston 1,765 26 24 1.4% Braintree 14,260 1,636 1,098 7.7% Brewster 4,803 293 246 5.1% Bridgewater 8,288 579 524 6.3% Brimfield 1,491 80 80 5.4% Brockton 35,514 4,485 4,485 12.6% Brookfield 1,452 47 41 2.8% Brookline 26,201 2,634 2,111 8.1% Buckland 866 3 3 0.3% Burlington 9,627 1,395 993 10.3% Cambridge 46,690 7,174 7,084 15.2% Canton 8,710 1,180 1,075 12.3% Carlisle 1,740 52 46 2.6% Carver 4,514 146 146 3.2% Charlemont 615 3 3 0.5% Charlton 4,774 83 83 1.7% Chatham 3,460 176 170 4.9% Chelmsford 13,741 1,545 1,169 8.5% Chelsea 12,592 2,130 2,125 16.9% Cheshire 1,481 0 0 0.0% Chester 585 22 22 3.8% Chesterfield 524 17 17 3.2% Chicopee 25,074 2,588 2,551 10.2% Chilmark 418 3 3 0.7% Clarksburg 706 8 8 1.1% Clinton 6,375 549 549 8.6% Cohasset 2,898 325 311 10.7% Colrain 731 0 0 0.0% Concord 6,852 766 710 10.4% Conway 803 0 0 0.0% Cummington 426 16 16 3.8% Dalton 2,860 158 158 5.5% Danvers 11,071 1,472 1,109 10.0% Dartmouth 11,775 959 929 7.9% Dedham 10,115 1,152 1,107 10.9% Deerfield 2,154 33 33 1.5% Dennis 7,653 349 335 4.4% Dighton 2,568 417 115 4.5% Douglas 3,147 183 140 4.4% Dover 1,950 69 17 0.9% Dracut 11,318 1,004 719 6.4% Dudley 4,360 104 104 2.4% Dunstable 1,085 0 0 0.0% Duxbury 5,532 441 196 3.5% East Bridgewater 4,897 230 173 3.5% East Brookfield 888 0 0 0.0% East Longmeadow 6,072 504 436 7.2% I i Eastham 2,632 59 50 1.9% Easthampton 7,567 505 449 5.9% Easton 8,105 629 531 6.6% Edgartown 1,962 94 89 4.5% Egremont 596 0 0 0.0% Erving 778 0 0 0.0% Essex 1,477 40 40 2.7 Everett 16,691 1,314 1,314 7.9% Fairhaven 7,003 473 473 6.8% Fall River 42,650 4,927 4,831 11.3% Falmouth 14,870 1,231 963 6.5% Fitchburg 17,058 1,656 1,655 9.7% Florida 335 0 0 0.0% Foxborough 6,853 621 611 8.9% Framingham 27,443 2,870 2,870 10.5% Franklin 11,350 1,543 1,078 9.5% Freetown 3,263 98 80 2.5% Gardner 9,064 1,297 1,297 14.3% Georgetown 3,031 354 354 11.7% Gill 591 24 24 4.1 Gloucester 13,270 986 951 7.2% Goshen 440 6 6 1.4% Gosnold 41 0 0 0.0% Grafton 7,160 642 325 4.5% Granby 2,451 66 66 2.7 Granville 630 3 3 0.5% Great Barrington 3,072 316 244 7.9% Greenfield 8,325 1,160 1,143 13.7% Groton 3,930 378 212 5.4% Groveland 2,423 137 80 3.3% Hadley 2,200 285 285 13.0% Halifax 2,971 28 28 0.9% Hamilton 2,783 124 84 3.0% Hampden 1,941 60 60 3.1% Hancock 326 0 0 0.0% Hanover 4,832 455 455 9.4% Hanson 3,572 270 148 4.1% Hardwick 1,185 22 22 1.9% Harvard 1,982 279 110 5.5% Harwich 6,121 333 333 5.4% Hatfield 1,549 47 47 3.0% Haverhill 25,557 2,694 2,465 9.6% Hawley 137 0 0 0.0% Heath 334 0 0 0.0% Hingham 8,841 2,161 561 6.3% Hinsdale 918 0 0 0.0% Holbrook 4,262 439 439 10.3% Holden 6,624 507 393 5.9% Holland 1,051 19 19 1.8% Holliston 5,077 332 225 4.4% Holyoke 16,320 3,411 3,368 20.6% Hopedale 2,278 108 108 4.7% Hopkinton 5,087 558 439 8.6% Hubbardston 1,627 49 49 3.0% Hudson 7,962 1,089 918 11.5% Hull 4,964 93 93 1.9% Huntington 919 47 47 5.1% Ipswich 5,735 520 494 8.6% Kingston 4,881 356 179 3.7% Lakeville 3,852 572 256 6.6% Lancaster 2,544 207 124 4.9% Lanesborough 1,365 28 28 2.1% Lawrence 27,092 3,926 3,907 14.4% Lee 2,702 173 176 6.5% Leicester 4,231 163 163 3.9% Lenox 2,473 178 178 7.2% Leominster 17,805 1,479 1,442 8.1% Leve rett 792 2 2 0.3% Lexington 11,946 1,510 1,329 11.1% Leyden 300 0 0 0.0% Lincoln 2,153 310 238 11.2% Littleton 3,443 643 431 12.5% Longmeadow 5,874 267 267 4.5% Lowell 41,308 5,250 5,215 12.6% Ludlow 8,337 187 187 2.2% Lunenburg 4,037 164 164 4.1% Lynn 35,701 4,452 4,451 12.5% Lynnfield 4,319 704 491 11.4% Malden 25,122 2,628 2,562 10.2% Manchester 2,275 122 110 4.8% Mansfield 8,725 1,042 946 10.8% Marblehead 8,528 399 333 3.9% Marion 2,014 204 155 7.7% Marlborough 16,347 1,728 1,660 10.2% Marshfield 9,852 753 550 5.6% Mashpee 6,473 314 298 4.6% Mattapoisett 2,626 71 71 2.7% Maynard 4,430 387 369 8.3% Medfield 4,220 209 191 4.5% Medford 23,968 1,685 1,647 6.9% Medway 4,603 285 233 5.1% Melrose 11,714 1,209 892 7.6% Mendon 2,072 77 40 1.9% Merrimac 2,527 1 397 141 5.6% Methuen 18,268 1,938 1,649 9.0% Middleborough 8,921 928 509 5.7% Middlefield 230 4 4 1.7% Middleton 3,011 173 151 5.0% Milford 11,379 980 718 6.3% Millbury 5,592 244 221 4.0% Millis 3,148 184 121 3.8% Millville 1,157 26 26 2.2% Milton 9,641 733 477 4.9% Monroe 64 0 0 0.0% Monson 3,406 152 152 4.5% Montague 3,926 423 391 10.0% Monterey 465 0 0 0.0% Montgomery 337 0 0 0.0% Mount Washington 80 0 0 0.0% Nahant 1,612 48 48 3.0% Nantucket 4,896 179 121 2.5% Natick 14,052 1,672 1,442 10.3% Needham 11,047 969 838 7.6% New Ashford 104 0 0 0.0% New Bedford 42,816 5,155 5,124 12.0% New Braintree 386 0 0 0.0% New Marlborough 692 0 0 0.0% New Salem 433 0 0 0.0% Newbury 2,699 94 94 3.5% Newburyport 8,015 720 606 7.6% Newton 32,346 2,515 2,438 7.5% Norfolk 3,112 144 111 3.6% North Adams 6,681 886 880 13.2% North Andover 10,902 1,393 932 8.5% North Attleborough 11,553 308 296 2.6% North Brookfield 2,014 142 142 7.1% North Reading 5,597 645 533 9.5% Northampton 12,604 1,586 1,521 12.1% Northborough 5,297 718 605 11.4% Northbridge 6,144 470 455 7.4% Northfield 1,290 27 27 2.1% Norton 6,707 898 588 8.8% Norwell 3,652 426 271 7.4% Norwood 12,441 992 980 7.9% Oak Bluffs 2,138 158 146 6.8% Oakham 702 0 0 0.0% Orange 3,461 431 431 12.5% Orleans 3,290 337 307 9.3% Otis 763 0 0 0.0% Oxford 5,520 404 404 7.3% Palmer 5,495 329 284 5.2% I i Paxton 1,590 62 62 3.9% Peabody 22,135 2,146 2,031 9.2% Pelham 564 4 4 0.7% Pembroke 6,477 807 625 9.6% Pepperell 4,335 197 129 3.0% Peru 354 0 0 0.0% Petersham 525 0 0 0.0% Phillipston 658 11 11 1.7% Pittsfield 21,031 2,078 1,957 9.3 Plainfield 283 0 0 0.0% Plainville 3,459 209 175 5.1% Plymouth 22,285 840 692 3.1% Plympton 1,039 63 51 4.9% Princeton 1,324 21 21 1.6% P rovi ncetown 2,122 210 169 8.0% Quincy 42,547 4,077 4,077 9.6 Randolph 11,980 1,279 1,279 10.7% Rayn ha m 5,052 604 489 9.7 Reading 9,584 1,137 742 7.7% Rehoboth 4,252 95 23 0.5% Revere 21,956 1,769 1,759 8.0% Richmond 706 3 3 0.4% Rochester 1,865 8 8 0.4% Rockland 7,030 453 407 5.8% Rockport 3,460 135 135 3.9% Rowe 177 0 0 0.0% Rowley 2,226 179 94 4.2% Royalston 523 3 3 0.6% Russell 687 13 13 1.9% Rutland 2,913 81 81 2.8% Salem 18,998 2,350 2,348 12.4% Salisbury 3,842 555 342 8.9% Sandisfield 401 0 0 0.0% Sandwich 8,183 566 287 3.5% Saugus 10,754 825 749 7.0% Savoy 318 0 0 0.0% Scituate 7,163 355 310 4.3 Seekonk 5,272 88 84 1.6% Sharon 6,413 472 472 7.4% Sheffield 1,507 30 30 2.0% Shelburne 893 51 51 5.7% Sherborn 1,479 41 34 2.3% Shirley 2,417 60 60 2.5% Shrewsbury 13,919 957 860 6.2% Shutesbury 758 2 2 0.3% Somerset 7,335 271 271 3.7% Somerville 33,632 3,270 3,258 9.7% South Hadley 7,091 396 396 5.6% Southampton 2,310 44 44 1.9% Southborough 3,433 610 286 8.3% Southbridge 7,517 490 490 6.5% Southwick 3,852 177 173 4.5% Spencer 5,137 268 267 5.2% Springfield 61,556 10,247 9,970 16.2% Sterling 2,918 269 68 2.3% Stockbridge 1,051 111 111 10.6% Stoneham 9,399 501 495 5.3% Stoughton 10,742 1,535 1,207 11.2% Stow 2,500 331 179 7.2% Sturbridge 3,759 260 209 5.6% Sudbury 5,921 575 354 6.0% Sunderland 1,718 8 8 0.5% Sutton 3,324 176 42 1.3% Swampscott 5,795 218 212 3.7% Swansea 6,290 247 236 3.8% Taunton 23,844 1,844 1,650 6.9% Templeton 3,014 476 198 6.6% Tewksbury 10,803 1,306 1,037 9.6% Tisbury 1,965 123 109 5.5% Tolland 222 0 0 0.0% Topsfield 2,157 164 146 6.8% Townsend 3,356 214 150 4.5% Truro 1,090 27 27 2.5% Tyngsborough 4,166 638 340 8.2% Tyringham 149 0 0 0.0% Upton 2,820 223 178 6.3% Uxbridge 5,284 427 257 4.9% Wakefield 10,459 1,059 694 6.6% Wales 772 55 55 7.1% Walpole 8,984 470 470 5.2% Waltham 24,805 2,253 1,785 7.2% Ware 4,539 425 425 9.4% Wareham 9,880 889 759 7.7% Warren 2,202 108 108 4.9% Warwick 363 0 0 0.0% Washington 235 0 0 0.0% Watertown 15,521 1,219 1,000 6.4% Wayland 4,957 362 200 4.0% Webster 7,788 666 666 8.6% Wellesley 9,090 597 561 6.2% Wel lfleet 1,550 34 34 2.2% Wendell 419 5 5 1.2% Wenham 1,404 190 122 8.7% West Boylston 2,729 429 136 5.0% West Bridgewater 2,658 173 119 4.5% West Brookfield 1,578 57 57 3.6% West Newbury 1,558 86 34 2.2% West Springfield 12,629 440 440 3.5% West Stockbridge 645 0 0 0.0% West Tisbury 1,253 38 23 1.8% Westborough 7,304 718 668 9.1% Westfield 16,001 1,138 1,138 7.1% Westford 7,671 987 575 7.5 Westhampton 635 10 10 1.6% Westminster 2,826 274 87 3.1% Weston 3,952 252 142 3.6% Westport 6,417 449 222 3.5% Westwood 5,389 611 493 9.1% Weymouth 23,337 1,919 1,895 8.1% Whately 654 2 2 0.3% Whitman 5,513 218 218 4.0% Wilbraham 5,442 254 253 4.6% Williamsburg 1,165 51 51 4.4% Williamstown 2,805 148 148 5.3% Wilmington 7,788 1,048 820 10.5% Winchendon 4,088 345 345 8.4% Winchester 7,920 199 152 1.9% Windsor 387 0 0 0.0% Winthrop 8,253 637 637 7.7% Woburn 16,237 1,318 1,150 7.1% Worcester 74,383 9,983 9,971 13.4% Worthington 553 22 22 4.0% Wrentham 3,821 269 165 4.3% Yarmouth 12,037 625 518 1 4.3% Totals 2,692,186 282,268 250,863 1 9.3% *This data is derived from Information provided to the Department of Housing and Community Development(DHCD) by individual communities and is subject to change as new information is obtained and use restrictions expire. Revised August 6, 2014 Certified Communities Effective Date Expiration Date Bridgewater 4/17/13 4/16/15 Chelmsford 6/24/13 6/23/15 Easton 7/25//13 7/24/15 Norwell 10/21/13 10/20/15 Norwood 9/5/13 9/4/15 Southborough 2/13/14 2/12/15 Stow 7/23/13 7/22/15 If the city or town is certified compliant with its plan, DHCD will notify the chief elected official in writing. Regardless of the date of the certification notice, the certification period will be deemed effective on the date upon which the municipality achieved its numerical target for the calendar year in question (see 56 CMR 56. 03 (2)). Contact Information: For questions or further information, please call 617-573-1357 or e-mail Phillip.DeMartino@ocd.state.ma.us. I Exhibit K l �[ 90000 SERIES•30%P.C.W. RECYCLED www.kieer-fax.com FSC www.fsc.org MIX Paper from responsible sources FSC®C014618 I i I . I I i I V i ^\ I . I I I . IIq!gx3 AbutterReport Page 1 of 1 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '152036' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 14 Cg & Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip 152002W0O BARNSTABLE, CONSERVATION 200 MAIN STREET HYANNIS, MA NONE TOWN OF(CON) COMMISSION 02601 WEST BARNSTABLE WEST 152003001 DEER CLUB INC PO BOX 522 BARNSTABLE, 904/48 MA 02668 STORY, CHARLES W CHARLES W STORY 1770 OLD STAGE WEST 152004001 TR REV TRUST ROAD BARNSTABLE, 23720/40 MA 02668 WOOD,GARY A& 1754 OLD STAGE WEST 152004002 CAROLYN RD BARNSTABLE, 5385/282 MA 02668 WEST 152018 CLARK, D F 398 WOODSIDE RD BARNSTABLE, 3882/136 INE M M&KRISTINE MA 02668 CROWLEY, STEPHEN 376 WOODSIDE WEST 152019 &AMBER S ROAD BARNSTABLE, 8606/213 MA 02668 IVANOV, MILEN I& 389 WOODSIDE WEST 152032 ZHELEVA, ELENA D ROAD BARNSTABLE, 24131/172 MA 02668 LAPINE,JOHN C& 1135 SERVICE WEST 152033002 CHRYSTAL A ROAD BARNSTABLE, 27055/259 MA 02668 INGRAHAM, DAVID 1855 OLD STAGE WEST 152035001 A&NANETTE M ROAD BARNSTABLE, 26369/1 MA 02668 THIBEAULT, 1845 OLD STAGE WEST 152035002 KENNETH A& RD' BARNSTABLE, 18664/158 NANCY M MA 02668 CLARK, LEONARD F WEST 152035003 &KRISTINE 398 WOODSIDE RD BARNSTABLE, 9596/231 MA 02668 WEST 152036 JENKINS,JAMES A 227 PINE ST BARNSTABLE, 1521/168 MA 02668 152038 BARNSTABLE, CONSERVATION 200 MAIN STREET HYANNIS, MA NONE TOWN OF(CON) COMMISSION 02601 CROFT EVAN C& 1753 OLD STAGE WEST 152039 JOAN C RD BARNSTABLE, 10007/209 MA 02668 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 1 211 1/20 1 4. http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 12/11/2014 Exhibit L Exhibit L IpunoodILFpj IS{svojMc a ' fi10'75j'hKtfi t£t600'�00-MS'oN Ua� *94 b Boom P*- Puo—ro pe;p-,qs?.q P,f-%-`,Au*4 gnatmpw sawnos paxivq JS3 'M'D'd ios ®031�A�3H ® S31H3S00006 OLD STAGE ROAD • APPLICATION FOR A COMPREHENSIVE PERMIT MGL Chapter 40B, Sections 20-23 and 760 CMR 56.00 Applicant: Habitat for Humanity of Cape Cod, Inc. Site: 1819 Old Stage Road, Barnstable Project Name: Old Stage Road Community Housing Date: December 23, 2014 WAIVERS REQUESTED: Habitat for Humanity of Cape Cod, Inc. requests the following waivers from local code and regulations in order to promote the creation of affordable housing. Code of the Town of Barnstable, Chapter 240, Zoning §240-7Application of district regulation: request waiver from the requirement of conformance to district regulations. Request waiver from one-acre minimum lot area requirement of the RF District and the two acre minimum lot area requirement of the Resource Protection Overlay District. Request waiver from lot shape factor requirement of 22 or less. §240-14 RC-1 and RF Residential Districts: request waiver from the requirement subsection E, Bulk Regulations, Minimum Lot Area. Code of the Town of Barnstable, Chapter 397, Wells §397-2 Building Prohibited, location restrictions: request waiver from the requirement of 40,000 square feet of buildable land for the installation of a private water supply and private sewage disposal system. Request waiver from the requirement that a private water supply and a private sewage disposal system be located with at least 150' separation §397-8 Requirements for wells intended for human consumption, well location: request waiver from the requirement that a private water supply and a septic leaching facility be located with at least 150' separation -a_rxp.o3eo RE o�HIM 1HE My€`11E 111a`o-�03��4�o;112��$`���o� ��u F� S���,�, f"fl s� o" O Ps s a= S ° M S" O a pfg `" sN$° 2R�$ > =;n j all o°$s J$Aga RS $AR��$qZ6 Am6 Ae � 00I ilk ,O „sSa _ ..eoy /� �\ G_ 5 �,o = - b g � 932 is b'O G-o^c o� /� o`; 3 L O R g 01a81 Rgs$ .2 SRI 40 4 �No���G s� 1"''£������ C 21 i;_ o: mgP na ss jig IQ apt _ � ;x n I" ��p Z n6 �5 o � so gS o m g � s R £ g to f8 Q co oo z °$ ; RR;9 � v,ni a P,Q.i Ag,y, �"'�g� $ Z DR�in o� Cl 4 9 d °oo i Ra ' 'Z hum go M�� 5� i s gO oo koN^a�u L�y�n Z 0ia l03 " c, y� 66 O Z 9 g els K =lie o ^o= $ ; _s H S ^�- 5� rfl S3 � Ail o � . - �r� B\ o ESE!0 n off^_a 00 2 a=, � � , 6 rn ]� n js gg BAN a= a -z.)s• of Z p$Q n N ;Ogg si1\ �� o N o alp lip, c F M HIP L o P m 1 ss � ^ a �,,,•� � �a o g i z.e3• $ F o W � ° 14 ED Ing SUN HER R ' �Ob s3 3 O lip 00 • � _ � � Q r �oW� 0 0 0 f sc A (7D) go > n S _ / > ► y/ / A. O , g \ E 00 ZZ= Z rnZ Ln rtl S O slop rZp �0 • a fn D GOz l p y n N \ 00 a Z 1 O y � m w AN a 3' ,�., w A O S Z = �E i'n b u I -a � ' ��S 1 D N -n y a'-7 a R- Ap a o (Yn OgNry V° � r n oT3ooz 2p2 on O O[nD O p m$��06a���tiyO3"Np4�n AAzp4Dornnf ia�4yz C ,. $ r $� Z 6 Y j yr^ N E-5 -1 zoRs O tinny° fin y Z (l O fn c7 N BOOK 4o2S PAGE- s 4'10 BARN5TABLE, LEGEND �Py °y MA CB8 CONCRETE BOUND PND FOUND m. UTILITYPOLE o ® CATCH BA51N HIS APR 29 I P TO45 LCB■ CONCRETE BOUND s LOCUS fND FOUND i._ / _ cs no �i OH DRILL HOLe / a, 1845 OLD STAGE ROAD KEN / Nem 4 NANCY TMBEAULT DEED BOOT:18664 PAGE 158 y MAP 152 PARCEL 35-002 / 1 / ro PLAN NOT TO )C/11E / CB fRD w SCALE V-40' .MAP / m i �� cDrND FOR REGI5TRY USE ONLY CUCL -UP/29.138.-, '.tnrnt / 44, - y04�j1'O� 1 CERTIFY THAT T1115 PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REFERENCES: `a 4c a' , REGULATION5 OF THE RW15TRARS OF I.)PLAN BOOK PAGE 67 \ / DEED5 EFFECTIVE JANUARY 1. 1976 AND MAP 132 PARCEL L 36 / �� u, � AMENDED JANUARY 7, 1988. 2.)OWNEI Q 3 DATE LOT#i O 1 h Are4=22.039 5Pt a' ' 3.)TOTAL AREA 44, 11 S.F._ �'oe 8 Nao 7n' 4.) ZONING CLASSIFICATION 6 JUDYS LANE -• > m > (,l . ZONE RE5IDENTW(RP) LEONARD t KRISTINE CLAIM1 Np SUR DEED BOOK 959G PAGE 231 �o AQUIFER PROTECTION DISTRICT(AP) MAP 152 PARCEL 35.003 ZgT � � SO RESOURCE PROTECTION OVERLAY DISTRICT(RPOW MINIMUM LOT SIZE 57,120 SFt bAyy24� Na+ M MINIMUM FRONTAGE 150 FEET g FRONT YARD SETBACK 30 FeeT a 51DE AND REAR YARD 5ETBACK 15 FEET MAXIMUM BUILDING HEIGHT 30 FEET OR 2.5 STORIES LOT#2 �6+ LOT SHAPE FACTOR 22 ` Area=22,773 5ft Lco F?to 398 WOODSIDE ROAD LEONARD a KRISTINE CLARK DEED BOOK 3882 PAGE 136 ly 28�g8 ti MAP 152 PARCEL 18 1785 OLD STAGE ROAD .3 TOWN OP BARNSTABIE(CONSERVATTON) .. MAP 152 PARCEL 002 ,yq/ �122�E �03'i / SHAPE FACTOR 1 PLAN OF LAND I / IroTaroauPleRLlxcTro^z WE5T BARN5TABLE,MA55ACHU5ETT5 THE PURPOSE OF THIS PLAN IS TO SUBDIVIDE `OTAEA X t� 1 A5 5URVEYED AND PREPARED FOR PARCEL 36.AS 5HOWN ON PIM 622.. X 100-28.2 CD 039S.t. HABITAT FOR HUMANITY rrrD BOOK 635.PAGE 67.INTO TWO LOTS(LOTS 1 4 2) %w c" z2.039 S.P. APPROVAL UNDER THE 5UBDIVL510N CONTROL LAW LOT#2 OF CAPE COD, INC. 15 NOT REQUIRED. amALpeRma PRII.Nfr -2 WT AWA X 100 0 40 80 120 BARN5TABLE ZONING BOARD OF APPEAL5 528427 S.P.X too-23.2 22.7735.P. SCALE 1'm40' MARCH 9. 2015 0 20 40 DATE 'ROTA LOTS REPEALS WAIVERS FROM THE ZONING BOARD Of APPEALS FOR l07 SHAPE 4 LOT 51Ze. SCALE)--I 2.19Z METERS METRIC SCALE MAoeBY J.M. CIREILLY t A550CIATE5, INC. 1573 MAIN 57REET,P.O.BOX 1773 APPROVAL 5UBJECT TO A COMPREHEN5IVE PERMIT DEC15ION B 1573 MAIN 5TREETHUSETT5 02731 DATED PU95UANT TO MGL 01.40B,5.20-23 RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEED-5 IN PHONE:(508)896-6601 BOOK PAGE WWW.JOREILLYA550C.COM GJAA)obsVlabdatVlabdat 1819 OW Stage Road 6466dwg16466ANRdwg 51:KEP JM0-6466 - 800K�� LPAGE IZ- BARN5TABLE, LEGEND MA CB■ CONCRETE BOUND FND FOUND e j �n, untmrPotE 1 • O EllCATCH BASIN HIS APR 29 I P 12 LIS . r LCB■ CONCRETE BOUND s LOCU5 FND FOUND i._ .^_ .. _ / �,our•eaarrx DH DRILL HOLE cam 1845 OLD:STAGE ROAD / KENNETH 4 NANCY THIBEAULT DEED BOOK 10664 PAGE 158 \ MAP 152 PARCEL 35-002 / PLAN . NOT TO SCALE Ca P1m W SCALE V-40' emu" Of cofNv FOR REG15TRY USE ONLY KEY MAP / LrMED ClUCL `t I CERTIFY THAT THIS PLAN WA5 PREPARED p;/C IN ACCORDANCE WITH THE RULES AND REFERENCES: /a yy�%O� t \ REGULATION5 Of THE REGISTRARS OF I J PLAN BOOK 635 PAGE 67 / DEEDS EFFECTIVE JANUARY 1, 197G AND MAP 152 PARCEL 36 \ / ,5P \ AMENDED JANUARY 7. 1988. 2J OWNER: O �'�� LOT#! Q DATE h Area=22.039 SPs a+ 3 a i Q � \ 3.)TOTAL AREA 44.811 S.F.± \ P.L. W"441 4J ZONING CLASSIFICATION � �LEONARD 4 KRISTINE CLARIC . ZONE RESIDENTIAL(Rf) DEED BOOK 9596 PAGE 231 AQUIFER PROTECTION OI9TRICr(AP) MAP 152 PARCEL 35-003 RF50UPZE PROTECTION OVERLAY D15TRFCT(RPOD) MINIMUM LOT SIZE 87.1205F± A,y°92S Na+ N MINIMUM FRONTAGE 150 FEET 9 to FRONT YARD SETBACK 30 FEET 510E AND REAR YARD SETBACK 15 FEr LOT#2 MAXIMUM BUILDING HEIGHT 30 FEET OR 2.5 STORIES \ LOT SHAPE FACTOR 22 ` Area=22.773 SF2 tcl)FND. ` �\ to tS�' '• 398 WOODSIDE ROAD / LEONARD♦KRISTINE CLARK \ DEED BOOK 3882 PAGE 13G / k 7g 01 MAP 152 PARCEL 18 / 2�W 287 y6 \ 1785 OLD STAGE ROAD ,a TOWN OF BARNSTABIE(CONSERVATION) hfOy� MAP 152 PARCEL 002 ..... t UPM-136 ,y / � _ SHAPE FACTOR \ PLAN OF LAND / LOT t✓1 - \ IN I / croraLPcwxrltRttn6Tlq^2 . WEST BARN5TABLE.MA55ACHUMTS THE PURPOSE Of THIS PLAN 15 TO SUBDOE t0T AM x 100 , AS SURVEYED AND PREPARI`D FOR M 622.0"S.t. HABITAT FOR HUMANITY PARCEL 36.AS SHOWN ON PLAN cg 1Hp .602 X 100-2&2 S.P. BOOK 635.PAGE 67.INTO TWO LOTS(LOTS 1 E 2) tW v" APPROVAL UNDER THE SUBDIVISION CONTROL LAW LOT/2 OF CAPE COD, INC. 15 NOT REQUIRED. (roTAtPptaeLTextt/cn+)^z.. WTMXA x too .0 40 60 120 BARN5TABLE ZONING BOARD OF APPEAL5 SZ&4275.F.x1aD-2&2 22.773 S.F. SCALE 1--40' MARCH 9, 2015 0 • 20 40 DATE 'BOTH LOTS RECEIVED WAIVERS FROM THE ZONING BOARD OF APFEAtS FOR L07 SHAPE 4 LOT SIZE. SCALE 1•=12.192'METERS. METRIC SCAM -- - MADE BY J.M. aREILLY f- ASSOCIATES, INC. 1573 MAIN STREET,P.O.BOX 1773 APPROVAL SUBJECT TO A COMPREHENSIVE PERMIT DECI510M BREW5TER,MA5SACHU5ETT5 02631 DATED PURSUANT TO MGL CH.4013.5..20-23 PHONE:(508)89G-6601 RECORDED AT THE BARNSTABL.E COUNTY REGISTRY OF DEEDS IN BOOK PAGE WWW.JOREILLYASSOC.COM .1 G:/AAJobsVbhtatVIaUtat 1819 Otd Stage Rand 6466%dwg\6466ANR.dwg BY:KEP JMO-6466 (i �� r +i f, ,, • t� x II' 4 �j � i�F+� _� _ � �t t�J +� � ,,{{ —t� t Y W � • � �� � to rn �l o �� 1 u '1 a R� y � �� _ � SMOKE DETECTORS REVIEWED 46 � BARNS LE BUILDING DEPT, DATE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REWIRED FOR PERMITTING El FM Ll Li r� 1�11;7 j 8' o" 1 s'-0" "Q FRONT ELEVATION b 114 " = r1 PROPOSED 2 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD IN: SCALE: DRAWN BY: West Barnstable 1/8"= 1'ORNOTED DAVIDFALTEN ON: DATE PRINTED: SHEET# 1815 Old Stage Road 412612015 00 T li I 71 22'-7" 5'-0" 8'-511 REAR ELEVATION IIIH TTTTT 30'-0" 6'-4" 6'-4":7 24'-0" 6'-0" RIGHT ELEVATION LEFT ELEVATION PROPOSED 2 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD IN: SCALE: DRAWN BY: West Barnstable 1/8"= 1�ORNOTED DAVIDFALTEN ON: DATE PRINTED: SHEET# 2 1815 Old Stage Road 412612015 WINDOW SCHEDULE NUMBER QTY CODE MANUFACTURER COMMENTS W01 9 244DH2449 JANDERSEN U.30 S.29 W02 1 C135 IANDERSEN U.28 S.32 36'-0" W03 1 CN235 IANDERSEN U.28 S.31 4'-8 1/4" 8'-9 3/4" 7'-10" 01 03 01 NUMBER QTY WIDTH HE GHT CODE COMMENTS 501 1 32 " 80 " S210 U.16 D02 1 36 " 80 " S262 U.28 8' 11 1 -5'-3" 4'-6 1/2" D03 1 36 " 80 " S296 U.17 ifl � coCP co (D Bedroom WOO - 160 sq ft o IL—Col, b `O 34" Cl) 18'-9" CD 15' 4 1/2" " 9'-0" 11'-7 1/2" !QE 7'-7 1/4" 4'-0 X 8'-0 4-0 21068 WOOD STOOP o 11 T F o C\j "' r a T D N DO o N I JO M Cl) (p _ LO co O OL7'-O' 0 Cl) 14'-2 1/2" 7'-6 1/2" �3'-7"N Living/Kitchen `° 22" 30"SCUTTLE N 439 sq ft (COt110 0 I< �'-6"21068 1468 in 0 S � r ILI CD N M CD 2'-3 1/2" 2'-1" 7'-5" 5'-0" r> D03 v N v 01 0 - r Bedroom M wo 3'-7" 6'-10' 5'-7" E2'-0" 165 sq ft 0 zo Porch o 108sgft 10 NON STRUCTURAL POST ' CONTINUOUS STEP WO 18'-0" 9. 0. 9 O, 36'-0" PROPOSED 2 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD FIRST FLOOR PLAN IN: SCALE: DRAWNBY. West Barnstable 1/8"= I'ORNOTED DAVIDFALTEN 1/4 ,I = 1 , ON: DATE PRINTED: SHEET# 3 1815 Old Stage Road 412612015 DROP BULKHEAD TOP 8" zo 36'-0" 8'-5" I I 5'-0" I I 14'-9"- 7'-10" L _ _J Q D .. r- - - - — —— — — — — — — — — — — — — — — — — —— — —— — — — — — - BASE WIN 1 '. 17 C? Z I I ui 8"X 7'9"CONC. FIND. N z ' / I m 8"X 16" RIBBON FTG. wl 2'-6"X 2'6"X 1'-0"COL. FTG. cn 3.5"LALLY COLUMNS m 3.5"BASE FLOOR O I I 4 BASE WINDOWS io I 15'-4 1/2" 9'-0" 11'-7 1/2" S (combo) N UP I 3.5"X 9.5"VERSA-LAM GIRT 5 AJS 140 1 JOIST EE ENG. PLANE 0 co 4"X8"GIRT POCKET 4"X8"GIRT POCKET 9 0 9 0 9 0 9' 0 a L- - — — — — — — — — — - - - — — — — — 10"SONO TUBS MIN.48"BELOW GRADE I I u SET ON UNDISTURBED SOIL q I I co l TOP HEIGHT SET IN FIELD o 9 a l BASE WIN - - - - L— — — — — — — - - - - - - J IL 18'-0" 36'-0" PROPOSED 2 BEDROOM RANCH FOR: BASEMENT PLAN HABITAT FOR HUMANITY OF CAPE COD IN: SCALE: DRAWN BY: �/�ff _ 1 J I West Barnstable 1/8"= l'ORNOTED DAVIDFALTEN ON: DATE PRINTED: SHEET# 4 1815 Old Stage Road 412612015 6"DECKING 3/4 FACE DRIP EDGE 2X8 PT TIES 17'K" 5/8"PLY SHEATHING ASPHALT SINGLES 1"FREEZE BLOCKS 2X8 PT FELT UNDER 6 IN 12 PITCH R RAFTER TIES TRUSSES (SEE TRUSS PLAN) 5/8 ANCHOR BOLT 3/8"STONE v o v. p' TRUSSES 10"SONO TUBE SUPPORTED ON ° MIN 48"BELOW GRADE OUTSIDE WALL ° 1X8FASCInnn nn n nnnhr/ 6nnn e 1X6 SOFFITT n 22" R-60 BLOWN IN FORMALDEHYDE FREE FIBERGLASS GUTTER o FREEZE -co' 2/2X6 TOP PLATE 2x12 2x12 1X3 STRAPPING 16"OC 2/2X12 HEADER INS. BETWEEN 1/2" DRYWALL 1/2"DRYWALL 2X6X92 5/8"sruDs 16"oc PORCH DECK DETAIL 1/2"SHEATHING CO WHITE CEDAR SIDING 7 112"_— 1 ' FELT UNDER W.C. bo cp N 2X6 PT SILL R-10 RIGID INS PLUS 3/4"SUBFLOOR R13 FRICTION FIT BATTS =WALLS Co) R23 FINISH FLOOR 2X6 PLATE 9.5" 1 JOIST R-30 INSUALTION 3/4" SU BFLOOR 2X8 PT 16"oC 9.5" I JOIST 16"OC a 2X6 PT SILL w 5/8"AB 3.5"X9.5 VERSA-LAM GIRT DAMP ROOF _ 3.5" LALLY COLUMN 8DAMP" FND °' 30"X30"X12"COL. PAD 3.5"CONC. FLOOR 8"X16" FTG QE 5'-0' TAIL v. PROPOSED 2 BEDROOM RANCH FOR: HABITAT FOR HUMANITY OF CAPE COD IN: SCALE: DRAWN BY: West Barnstable 118 1'ORNOTED DAV/DFALTEN ON: DATE PRINTED: SHEET# 5 1815 Old Stage Road 412612015 I 1L BARN57ABLE, r GENERAL NOTES: LOT#2 501L TEST LOGS: SYSTEM DE51GN CALCULAT(ONS: } MA TEST noLE 1:el-s7.oz SEWAGE DeBGN RwY: 3 +ao A.)NEITHER ORIVRVAY5 NOR PARING AREAS ARE AUDM!D OVER 5ETC SYSTEM M W L9 I'1 O GPD-220 GPD S � N' UNLESS n-20 COMPONENTS PRB U9[D. OEPTh IRDM SHOII $dll 901E MOL OTHER 9URIACE ORIION TEXNRE COOT OiiUNG LEACHING CAPAQtt REQUIRED: B.)THE DESIGNER VALL NOT Be RMFON'51BLE POR Me SYSTEM AS DESIGNED UN- (ulCntll N90A1 IMIxpCW IMNL®I! -220 GPD PEQUIRCD 1E550015TRUCT[BAS5HOWN.ANTCrANGES5NALL5EAPPROVEDIN-MNG. GEED RESTRICTION WILL BE REWIRED 1 6' C.)CONTRACTOR SHALL BE RESPONSIBLE POE.VE/UMNG THE LOCATION 0/ALL SEPTIC TANK GPPGtt REWIRED: 440 GPL REWIR[0 / UNDERGROUND AND OVERMEPD UTILITIES PWOR TO COMMENCEMENT OF WORK '1 I• NL L - - - CONSTRUCTION NOTES: TEST note 2:EL-57.De A N S& euKCAPPRA,02v1DE0: Locus DEPTh FROM SOIL SOIL 9OL 901E OThER I N E ANK(MIN.ALLOLVED) H 9URf I� nOR110!!TIO�f,RE, CpD151U OrtUNG �.GtING GPACDYPROVIDEO: $ A' IL�j"T�"ji ,$ % .(IFA-QIING CHAMBER QW IEALM1: �O g ' 1.)ALL CONSTRUCTION 5MALL CONFORM TO'He STATE e-RONMCMTAI Cal 'Re e. X 2.021 x 0.56 GP09P:269.36 GPD }}yN TITLE S.AND THE REQUIREMENTS OF THE LOCAL BOARD OP HEALTH INCEPT FOR 264 GPO>220 GPD REWIRED TH05e REQUIREMENTS WANED BY THE W-G BOARD Of APPEAL5. NOTE:A GARBAGC DISPOSAL 15 NOT PERMITTED MTH T115 DESIGN. '. NOTE: 125WELL 5ETBACK GRANTED BY THE ZONING BOARD OF APPEALS 2.15EFTIC TANNIN.GREA5C TRAPS),DOSING CIIAMBCt15)AND BEETRIE`UIION TBT MO!3:EL-57.Ot INSTALL! BO%(ESIBHALL BE 9CTW AIPVEL STABLE BASEWMILH MA90¢N MECHANICALLY pFPf11 PROM SOIL -like SOIL 9GL OinFR as"t'T:150D G DSTSEPTICTANK e AS PART OF THE 40B COMPREHENSIVE PERMIT APPROVAL COMPERED.OR ON A 61NCn CRUSHED SLONC BASE. U NZON 501, OTTJNG ONE IN-3 OINLLT DI9TRIBUfIW BO%(M-20 RatcC) InlCHDII (MUN,CW MA 121-500 GAILION LEACH CHAMBERS WITH V OF STONE ALL AROUND 3.)SEPTIC TANKS)SMALL MEET ASTM STANDARD C 1127.93 AND SMALL HAVE ENE(5)-COVERS AND R19ER5 BUILT UP A5 BIONM ON THE FLOW PROFILE NOT TO SCALE AT LEAST THREE 20 DIAMETER MAN1101E9.The MINIMUM DEPTH FROM Th[DOT- ' TOM Of ThE 5EPTIC TANK TO Th[PLOW UNE SMALL BE 40•. T 4.)5CHEOUIE 40 PVC INLET AND OUTLET TEES SMVu EXTEND A MINIMUM Of 6' - AINme PROPOSED Ow[WNG LOT♦1 PROPOSED DRNRYAY TAT 1. LEGEND ABOVE The PLOW UNE OP The 5ETC TANK AND 5MALL BE INSTALLED ON The TOT HOLE 4:EL-57.0= CENTERLINE Of THE TANK DIRECTLY UNDER THE CLLANOUI MANMOLE. OCPTh FROM SQL SQL $OIL $OIL OLnER - �- --- 2 EXISTING CONTOUR SJ RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTIW BO%WITH PRECAST SURPAC[ HORI101!SRE CWOR MORUN'G - xRY mxnc9l N3BA1 UN,[w --32 PROP ED TOUR COxGReTE WATER TGrN RISERS OVER INLET AND dnLEr Tees TO wrtMIN G'OP j -\ FXI5TING 5POT GRADE RNIBn GRADE,OR A5 APPROVED BY The LOCAL BOARD Of HEALTH AGENT. \ j ` ?r = 5e� 6.1 TEEING 5MALL CONSIST OF 4'%HEW LL 40 PVC OR EQUNPLENT.PIPE SMALL - 1 '„5 24.5 PROPOSED SPOT GRADE BE LAID ON A MINIMUM CANTNUOUS GRADE Of NOT IF99 THAN 1'B. 50fG -- WATER SERVICE UNE Dnre or TESTING: u25/14 -o- OVERHEAD UTIUTY SERVICE 7.1 OIsiFUBUnON LINES FOR SOIL ABSORPTION SYSTEM IA5 REQUIRED)SHALL Be FERCO ATOM RATE: I E MIW,NCH N A2'LAYERS. ' / �pO5ED 2 _ -U- UNDERGROUND UTIUTY SERVICE A•BUMETER SCHEWLE 40 LAC LAID AT 0.005 RIFI.UNE SMALL Be CAPPED wTINE99W BY:KENn G.PERNANDES.PE.3.M.OW-.A5500ATES,INC. AT END OR AS NOTED. GONNA MIORANDI,AGENt,BARN9TABe HEALTH DePARTMCM 6 JUD1"S LANE _ _ y / 0 GAS SERVICE UNE 6.)OUTLET PIPES FROM DISTRIBUTION BON 5MALL REMAIN LEVEL FOR AT LEAST NO WATER eNCOUNTeRIn 0. TEST HOLE/BORING LOCATION 2'BEFORE PITCHING TO SQL AB5ORTTIW SYSTEM.DIETER TEST DISTRIBUTION USE A LOADING RATE OF o.56 BOX TO ASSURE EVEN Q5TWBIfiIW. VACANT I Sy.Sy 23-Fi Q ST SEPTIC TANK cmlr io::: .s.a 5 p �q �(� DB DISTRIBUTION BOX BID, BOX SHALL HAVE A MINIMUM SUMP Or 6'MEASURED BELOW S�- l• �rR"®,( PRIDPOSCD V• SAS SOIL ABSORPTION 5Y5TEM Th[WTL[i INVERT. Isnify Wton 10-5 IfILeilh F_Fem)Nn)IuaNd llSc nemiwion -- f" voerve E UTEAGVERT.. FOR inB LEACHING FACILITY SMALL CONSIST OF 3/a-TO epploHN byHhcDI--of-i--W PHuchiee NSW Wl llr U- ��- MG,3'= ^� 58.6 _:fNP WELL RESERVED FOR FUTURE 1.1,2-DOUBLE WASHED STONE FREE OP IRQI,PINES AND DUST AND 5MALL DE urelPau.a pufunod hY vrc curoutau uiW the MVuieHT vui:Siu&eaizniae -D I OY'- ! rEB UTILITY POLE INSTALLED BELOW THE CROAN OF THE DISTRIBUTION UNE i0 THE BOTTOM Of The -I apmw.eexnhd in 3 to CMR 15.017. 'eApr6 7 50L AESORTON SYSTEM.BASE AGGREGATE SMALL BE COVERED N,TM A 2- ,I - HI CATCH BASIN LAYER OF Ila-TO Ill'DOUBLE WASMW STONE FREE OP IRON,MU AND DU9r. •F, AS A� " S�1 x `�"X\ � FIRE tIYDRAM NAME: DATE: 3`• /� O WELL 11.)VENT 501L AB90RTON SYSTEM WhR1 DISTRIBUTION ONES ENCE[O 50 FEET; O WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS,PARING AREAS. 0 DRAINAGE MANHOLE TURNING AREAS OR OTteR IMPERVIOUS MATERIAL:OR WHEN PRE55LIRE 00550. •.a. .SY llli F:.` Z.I. � � ■ CONCRETE BOUND,FOUND 12.)SOIL ABSORPTION SYSTEM SMALL Be COVERED YAM A MINIMUM Or 9'OF PROPOSED BOIL REMOVAL ) � I l�' Z62' ,]Bs _ TOP Of BANK CLEAN MEDIUM SAND(QCWDING TOPSOIL). 5Ee NOTE 1111 E- �1,1 1, /l FENCLIMITE OF WORK 13.)FINl9n GRADE SHALL BE A MA%IMUM Of 36.OVER THE TOP Of ALL SYSTEM a/ L r I mPIb 4 1 CATCH G FENCE WMFONENT9.INOLOING THE 5EPTIC TANK,QSTRIBUn W Sm.BUSING CHAMBER sae CATCH BASIN AND 90L A550RTW SY5TEM.5EPMC TANK5 5MALL HAVE A MINIMUM COVER DB /�/ i ♦LEACHING T EDGE OF CLEARING OF 9'. • PROM TH[DATE a INSTALLATION OF THE SOIL P850RTON SYSTEM UNTIL FWP05ED SEPTIC •„s���\ �� BENCHMARK: CATCH RECEIPT OP A CERTIFICATE OF COMPLIANCE.T THE PERIMETER Or S SOIL UNTIL- STONE SYSTEM LOT I1 L \ �.- SI 111 l////lull/ll/1 `\ �1 n_3.2=(B0.91N IDS TION SYSTEM SFALL BE STARED AND RAGGED TO PREVENT THE USE OF 5UCn / \ EL-9B 2_AvSmrd 4alwn) AREA FOR All ACTVNIES THAT MIGHT DAMAGE Me SYSTEM. - ..• / I \ / \ H5.)ThEBOARDOPHIPLTHSMELLREWIREINSPECTONOPALL CONSTRUCTION ® i ` N \. BY AN EGENT Of ME BOARD Of HEALTH TOR ME DESIGNER If THIS SYSTEM Re- WIRE$.VARIANCE AND MAY REWIRE SUCH PERSON TO CERTIFY IN WRITING 1 MITETHAT PLL NARK HA5 BUN COMPLETED IN ACCORDANCE wRH THE TERMS OP THE 3)6 Do- 1 PERMIT AND APPROVED PLANS.48 HOURS ADVANCE NOTICE 5 REQUESTED. •],.) 'Q \ DWVEygy\ .\/ C 16.)OWN[R/CONTRACTOR SHALL REVI[WnWS[a BR1VEVAY IOUMkV.GRADING. \ 2'� 1 - , AND DW VINVAY MATERAL PRIOR TO QCAVATW. Y� S 'Y9 .7.)CONTRACTOR SMALL VERIFY BUILDING SETBACKS.BUILDING MCICHT.AND BUILQNG '0' - u. COVERAGE:COMPUANCE WITH ZONING SETBACT515 NOT E RE56W OR 1MPUEO HEREON. 0.5' B.5' (t. y •9 !, .17. ' PAVED TO SHALL G S DISTURB qy�O \ •s7 � 21,0_ \ Q O 1 IX15TI11G SIOCwALK.DRIVEWAY SHALL BE 25' O .O,) I/ �, •�, \ 3- J /,\ PAVED UP TO E(15TING 910[WALC \ PROPOSED 2 / SAS DETAIL: ' \ \ 18.5•_ OVEW.G f ✓ , 1 NOT TO 5CALE TOP-59.OE \\ 11 22 PROPA9ED .339 y n c \ FIVE >m min I \ LOT#2 1 AM -22.773 5Fx PROPOSER \ .1 I 9nE0 287.9 sai g 1 FLOOR PLAN NOT TO 5CALE 11 \ UP P29.136 \ A BED ING BATH LIV DINING 1785 OLD STAGE ROAD BED KITCHEN - a Q I \ VACANT _ c) -n I FLOW PROFILE: 00 NOT TO5CATE 5 COVERS TOTAL V 2"DAMe".CONCRETE GENETS PROPOSED -510 TO LMTHIN 6'OP RNyH TOPOr KXUNDAMIN GRADE(OR A5 NOTEDI 1 n EL-59.0x (SEE Note K5) + ,:ySy Pr CL-57.5- P t1-57.2_ EL.57.2_ (SP 33G*M. HABITAT FOR HUMANITY OF CAPE COD, INC. _ L THE LAYOUT AND DIMENSIONS OF THE 41 1 WIN St-t,5Ate 6,YRrmouthport.MA 02G75 L 1 Z VYER OF IV.112-STONE OR FILTER PABRIC PROPOSED DWELLING HAVE BEEN TAKEN Io I,• '�� I o j N. I-I2 5TONE TAKEN FROM THE PLAN DATED PJ2G12015, LOT#2-SITE 8 SEWAGE DISPOSAL SYSTEM PLANS N % PREPARED BY DMAD F.ALTEN. 3• i } JENKIN5 PROPERTY-1819 OLD STAGE ROAD,BARN5TABLE,MA T z DROP �/ wsrernoN Nrne: } GAS�� A I J.M. O'REILLY&ASSOCIATES,INC. USE(2)EMBREY PRECAST PRIOR TO FINAL COMPLETE 1 BY G BUILDUP SYSTEM SOOGAILON LEACnCWAOERS 5.5'- NQD9 TO B[COMPLET[INCUDING BUILDLA'roRCOVER9. 1 Prof<]elohel EIS`Iveerla2 k Imd SurveylDy Servleey lmyeyl R,.1 I vnrn 4'or$iavl:ARawD I O 20 40 60 I P_� ISoo GALLON 15'0 ---!!! TEND VIe`M DB-3 LEACHING CHAMBER EL-46-BOTTOM OF TEST PTf3 SCALE 1'-20 1573 Wla street-Route DA SEPTIC TANK P.D.B^=177s DO 2T,12.63'.2.0 f OAT: (D00)B90-6"t Ofnee BrH-,,ILA OzeS�eCR(�)ao5-002wP. H-2o ron G:VWo1nVHabMtuHrbrta 101901E Slagc Rase 6466a+q,64665tclSdalbothlw).d.9 3/4/2015 A,NDted KEF JMO JMO-6466 ` I BARNSTABLE, d °vQ MA JI}E' REFERENCE5: e RO4o '' 1.)PLAN BOOK G35 PAGE 67 s �6 MAP 152 PARCEL 36 <,g 3 LOCUS 2.)OWNER: JAMES A.JENKINS 5U5AN L.JENKINS XS10 DEED BOOK G731 PAGE 323 3.)TOTAL AREA 44.811 5.1`.x 4.) ZONING CLA551FICATION / NOT TO SCALE ZONE P151DENTIAL(RF) / AQUIFER PROTECTION 015TPJCT(AP) / RE50URCE PROTECTION OVERLAY DISTRICT(RPOD) I 1855 OLD STAGE ROAD / LEGEND — EXISTING CONTOUR MINIMUM LOT SIZE 87,120 SF± Psatme PLAN —32 PROPOSED CONTOUR MINIMUM FRONTAGE 150 FEET Wet 4 x•aa. / SCALE 1-30 EXISTING SPOT GRADE FRONT YARD SETBACK 30 FEET - I 2415 PROPOSED SPOT G..WE 51DE AND REAR YARD SETBACK 15 FEET —w— WATER 5ERVICE LINE MAXIMUM BUILDING HEIGHT 30 FEET OR 2.5 STORIES LOT SHAPE FACTOR 22 •\ —o— OVERHEAD UTILITY U SERVICE 1 9 —U— UNDERGROUND UTILITY SERVICE LINE 5.)LOCUS DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD ZONE —G— GAS SERVICE 0PI AS SHOWN ON FEMA FLOOD INSURANCE MAP p 25001 C0534J 9 / TEST HOLE/BORING LOCATION EFFECTIVE DATE JULYEMA 16,2014 \ / / ` \' 0 SEPTIC TANK / \ DB D15TRIBUTION BOX / 1 \ 5A5 SOIL ABSORPTION SYSTEM �_ R— RESERVED FOR FUTURE 6.)LOCUS FALLS WITHIN THE NATURAL HERITAGE AND ENDANGERED 1( •n, UTILITY POLE SPECIES PROGRAM(NHE5P)AREAS OF ESTIMATED HABITATS OF /Z \ RARE SPECIES AND PRIORITY HABITATS OF RARE SPECIES \ , \ 1 \ tr \ 83 CATCH BA51M FIRE TTYDRANT ® WELL / ® DRAINAGE MANHOLE \ I \ ■ BOUND.FOUND LOT tl I O CONCRETE\ Q \ TOP OF BANK rea 1 1 A -22,0395F± / —•—•— LIMIT OF WORK FENCE LOT#I SYSTEM DE51GN CALCULATIONS: LOT #2 SYSTEM DE51GN CALCULATIONS: N EDGE OF CLEARING SEWAGE DE91GN RQV: 5EWA DESIGN FLOW: WN IEAUING GPACItt R[OU1R[D: Lf ACHING WF CItt REQUIReO: D ( .1 0 1 I -220 GPO REQUIRED (MW.1®1 I -220 GPD PJ:OUIREE P DUD RESTRICTION LMLL BE RMORD) DEPD RttimcTIPu WILL Be ReOUIRED \ / 5EVHC TANKCAPAC1tt REDUIR[D: 5EPBC TANK F'"CITY REQUIRED: ILoA�-440 CAL.REQUIRED DALPFLt�S1SLV- i',FD®I�if -a40 GAL REOIIIRED ■ "yW-/ / SEPTIC rANKCAPACItt PROVIQFD: SCPfIC TANKCMOC+fY PROVIDED: `' 'j, O T3�( (MIN,AIJpy[pl 1 ALLOaT LEACH L 1 AN (MIN. LEACHING CAPAC+TY PR.OV10E0: LEACHING CAPAGtt PROVIDED: �'SO>`_. -� �•'" on (1133. x I . •xz. fNINGCww9ERCAN1lAU: 0) .-x Iz.93•xz. cn1NGCIIAMBcxuwlu : 1545 OLD STAGE ROAD PROMISED V[-I12g%12.031+(28%2.p2+f12.83x2.0121x0.56 GP0,5f-26a.36 GPO VL-I(25N12.83)+(25x2.0)2+(12.83X2.0)21x O.SGC4WF-264.36GPO 5nco } 264 GP 220 GPO REQUIRED 264 GPO>220 GPD RMLJIRCD VACANT NOTE:A GARBAGE DISPOSAL 15 NOT PERMUTED—MI5 DESIGN. NOR:A GARBAGE p9P09A115 NOT PERMITTED—MI5 DESIGN. �, O L NSTAW -NrALL: N .1 s0o GAuoN SEPrIc TANK SNPTTt 1500 GALLON s[RIC TANK y. ° ZT �� I 1800 OLD STAGE ROAD ONE(1)-31500 OURET 01STRIBUDON BOX(n.20 Rut ) ONE T N.3 OURET D15TRIBIITION BOX M-20 Rated) Two 12).SCO GALLON LEACH CnANIMR5 w4TH 4.0E 5'Cuf ALL AROu D T T2) s0O GALLON LEALn CHAMBERS—4.Of STONE ALL AROLND I n •�"' m 2G2' LOT#2 A N / EACEACNGCATCH rea=22,7735Fs m 1 / Ln1n•G Ni LOT#1 501L TEST LOGS: LOT #2 501L TEST LOGS: TEST HOLE I:EL-STAB• TE5T HOLE 1:EL-57.Oe 1, FAIRUP M HORIZON TD(fURE COLOR MOTTLING QMER 9U�aQ M nOIRI2ON rP I RE COLOR O*iUNG OM[R \ ��/ v 1 dNQ1f91 Mp, IMUN9LW IRKnES) MDA1 IMUIIXW M 269 TO PRIVA1e LMLL \ I I.O. \/ \ \ 1 I.QA 1 \ \ r--7 2dQ= �rose'D ORlvewer �..1.. ° 1 NA NGr TEST nOIE 2:tt-57.0e ° I 9UNAQ M n01ILQON BOIL COLOR MOTTLING OTH[R ` \` �•: I \ (�( I I OwELUN� TEST.W 2:EL-57.Ox IIUO+E91 MDAI IMUIYJ[LLI I - a DEPrn FROM SHOIL SOIL 50L !OIL OMER SURF CQ ORIZON iExNRE COLOR MOWING ° ! � - dNfnL51 MDA) MUN5n11 131.2'_ iMTNW3:EL-57.0x 398 W00051DE ROAD P D)EPin PRAM SOIL S5OIpL 9pl 501E OMER .� PROIVSED / : n D I a.a 9URPAlP nOR¢ON TDnURE LOIDR OiiUNG / ��SnED -- \ ` I 1 LL 1 N NICne9) B19DA1 (MUNSflN TEST HOLE 3:EL-57.0x III'AND 9p� DEPTH PROM BOIL 9pt CIXOR MOiNNG OMFR + wwACE O.ZON r[x1URE / • \ : \\' 1 I .-Etl MDAI lu`u 0 A A I I A TEST nOLP 4:EL-57.0t T DlPM FPOM 901E SOIL 9OIL SOIL OMER ' suRPAa nowzot+rQrluce caoR MOrtu)+e / BAGK I 1785 OLD STAGE ROAD .,• UP429136 rv+eHegl MDA! (Mplstw O / ISO�E�S. I \ VACANT / TESTn0104:[L-57.0c A 1 \ \ DEPTH PROM BOIL 55pp SOIL R SOMdiTIING OMPR DATE OF TESTING: ..aWI4 Gatsy ORXTDN 96n 1MUN+w�: PERCOUTWN RAT[: 15 MIIVNCn IN'C2'LAYERS. wnN[55[D BY:NETfH[.FERNANDES.P[.J.M.OWL Y I A550OAR5.INC. DONNA MIORAN01.AGENT,BARN5TABLE HEALTH WARTMENT \ p NO WATER ENCOUNTERED A US[A 1W01NG 4PT!aP 0.56 DUE TO SOILS POUND IN TUT Prt9 FOR LOT 12 / y _2L.LDATEOI I 141 A rPSTI G: I I/ IA PERCOLATION RATE.<5 MINANCn C21 C3'LAYERS. —UtIED 8Y:KEnH E.PERUANDM.M.J.M,DROLLY I A5500A1ES.INC. \ / NO WATER ENL DONNA MIORANDI.AGENT,BANuWABLE HEALTH DEPARTMENT ERCD \ USC A LOADING PAT RAT E Of 0.56 WE TO SOILS PWND IN TC9T Prt9 MR LOT 12 \ / NOT FOR CONSTRUCTION HABITAT FOR HUMANITY Of CAPE COD, INC. 41 1 M—Street,5u,te G.Yatmouthport.MA 02675 ZONING BOARD OF APPEALS SKETCH PLAN JENKINS PROPERTY- 1819 OLD STAGE ROAD,BARN5TABLE.MA J.M. O•REILLY&ASSOCIATES, INC. Profe..1—1 R.81....I.,a.lead S—ylny s-ffl.F-+ O 30 GO 90 1573 9a SL—t-—BA Ieoe)BBB-BBBI ofnee B....L,' Y 02"1 (800)BBB-BBD!PAm SCALE I'-30' Are: BY: eneeK: JOB uuMBCR: G^MlobawbeatVtabtat IeI9 dd sL,9e Row 646Gd+q:646620A sxETCH.e-y 12/22/I4 A9 NOLed KEF KEF JMO-6466 BARN5TAB E L , MA sF C1. REFERENCES: �0 �A C1 T PLAN BOOK G35 PAGE G7 F MAP 152 PARCEL 3G o 6 LOCUS 2.) OWNER: JAME5 A. JENKINS w rr 5U5AN L. JENKINS s ➢ z DEED BOOK G73 1 PAGE 323 "o o S 3.) TOTAL AREA 44,81 1 S.F.+ 4Cr 4 ) ZONING CLA551FICATION ' ZONE RESIDENTIAL (RF) NOT TO SCALE T I T AQUIFER PROTECTION ECTION DI 5 R C (AP) RESOURCEPROTECTION OVERLAY DI T I T (R POD ) 1855 OLD STAGE ROAD 6 s LEGEND MINIMUM LOT 51ZE 87, 120 S F± s ....:: : 32 EXISTING CONTOUR ExistLng 6' � PLAN I ;� •,• :: 0 32 PROPOSED CONTOUR MINIMUM FRONTAGE 150 FEET Well fi o "= _ _ x12.34 EXISTING SPOT GRADE FRONT YARD 5 ETBACK 30 FEET v SCALE I 30 2 4x5 PROPOSED SPOT GRADE o RA A 5 FEET 6 ETB CK A YARD 5 - � , SIDE AND REAP, m m G W WATER SERVICE LINE MAXIMUM BUILDIN G G HEIGHT HT 30 2.OR 5 S TORIES.FEET o P o , 0 OVERHEAD UTILITY SERVICE 2 2 T ,T SHAPE FAC OR LOT S f - UNDERGROUND UTILITY SERVICE _�_ GAS SERVICE LINE PECIAL FLOOD HAZARD ZONE / -5.) LOCUS DOES NOT FALL WITHIN A S \ <, �' - `a� ' '..•�. Tp TEST HOLE/ BORING LOCATION AS,SHOWN ON FEMA FLOOD LNSURANC E MAP # 25001 C0534J / sT " SEPTIC TANK EFFECTIVE DATE JULY I G, 2014 DID DISTRIBUTION BOX 034 sas SOIL ABSORPTION SYSTEM A G.) LOCU5 FALLS WITHIN THE NATURAL HERITAGE E AND ENDANGERED Reserve RESERVED FOR FUTURE SPECIES PROGRAM (NHESP) AREAS OF ESTIMATED HAB T AT5 OF UTILITY POLE RARE SPECIES AND PRIORITY HABITATS OF RARE SPECIES ® CATCH BASIN *CrFIRE HYDRANT WELL ® DRAINAGE MANHOLE M NHO L LOT 0 CONCRETE BOUND, FOUND TOP OF BANK Area=22,039 SF+/ � : Q s' �- -X-X- LIMIT OF WORK 01 _ � ----.--.--� FENCE E IGN CALCULATIONS. LOT #2 5Y5TEM DE51GN CALCULATIONS _ -� � EDGE Of CLEARING LOT, # I SYSTEM D 5 '�...._� SEW AGE DESIGN FLOW: SEWAGE DESI GN FLOW: _ I I I O GPD 220 6PD 2 BEDROOM DWELLING @ I 10 GPD - 220 GPD 2 BEDROOM DWELLING @ ' APACITY RE UIRED: LEACHING C O 0)' 9 LEACHING CAPACITY REQUIRED: 2 BEDROOMS MAX. I 10 GPD _ 220 GPD REQUIRED 2 BEDROOMS (MAX.) @ I 10 GPD 220 GPD REQUIRED / - DEED RESTRICTIONWILL BE REQUIRED DEED RE5TRICTI N WILL BE REQUIREDO P / SEPTIC TANK CAPACITY REQUIRED. SEPTIC TANK CAPACITY REQUIRED: O -: j ALLY FLOW = 220 GPD 200% 440 GAL REQUIRED ��Q D °@ OQO DAILY FLOW = 220 GPD @ 200% = 440 GAL. REQUIRED -�j SEPTIC TANK CAPACITY PROVIDED. SEPTIC TANK CAPACITY PROVIDED: OHO O p 2A 5 1 500 GALLON SEPTIC TANK(MIN. ALLOWED) I t� �. ROPOS3: GALLON SEPTIC TANK(MIN. ALLOWED) 500 GAL LEACHING CAPACITY PROVIDED LEACHING CAPACITY PROVIDED. O � � >•. WALL AN LEACH. PROPOSED ,:. NE 13.5 X 1 2.83 X 2.0 LEACHING CHAMBER C .= I IN CHAMBER CAN LEACH. O O 3 I � ONE(I} 33.5 X 12.83 X 2.0 LEACH G 1845 0._� STAGF ROAD ,X F=2 4.36 GPD 2. + 25 X 2.0 2 + 12.83 X 2.0 2 X 0.56 GPD/S 6 SHED \.� k _ + 2 X 2.0 2 + 12.83 X 2.0 2 X 0.56 GPD/SF-264.36 GPD Vt [(25,X 83) ( ) ( ) ] t 6 Vt [(25 X 12.83) ( 5 ) ( ) l O.Y' O 264 GPD>220 GPD REQUIRED 264 GPD>220 GPD REQUIRED VACANT 2 9, NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. NOTE A GARBAGE DISPOSAL POSAL 15 NOT PERMITTED WITH THIS DESIGN. 2 INSTALL: INSTALL: O ONE(I) 1500 GALLON SEPTIC TANK I - II 500 GALLON SEPTIC TANK ONE O .� :.;I 00 I - OUTLET DISTRIBUTION BOX H-20 Rued 1 ; V '( $,.. : 8 OLD STAGE ROAD ONE I - 3 OUTLET DISTRIBUTION BOX(H-20 Rated} ONE.O 3 ( ) 1, ,x �- 2 ( TWO ?_ - 500 GALLON LEACH CHAMBERS WITH 4 OF STONE ALL AROUND 62 TWO (2) - 500 GALLON LEACH CHAMBERS WITH.4 OF STONE ALL AROUND ) - LOT #2 o0o TP &2 u/ / LEACHING CATCH ASIN Area-22,7735E \ - LEACHING PIT LOT #2 501 L TE5T LOGS. LOT # 150I L TEST LOGS. V TEST HOLE I . EL 57.0_ TEST HOLE 1 : EL-57.0_+ � ;:: ..::,- 6: .. f PTH FROM SOIL SOIL SOIL 501L OTHER DEPTH FROM SOIL SOIL 501E SOIL OTHER DE R :. �>< ,, �---__• . ...264± SURFACE HORIZON TEXTURE COLOR MOTTLING SURFACE HORIZON TEXTURE COLOR MOTTLING �, 8- TO P g0 RIVATE WELL INCHES (USDA) (MUNSELL) i (INCHES) (USDA) (MUNSELL) (INCHES)�� 0 O A LOAMY SAND FOYR NONE , ,. ...... .. .. , 0-6 O A LOAMY SAND I OYR 3 4 NONE 6 58 ... -2 B LOAMY FINE SAND I OYR NONE 6-33 B LOAMY FINE SAND I OYR 5 8 NONE 6 "5 2 -1 2 I" C I LOAMY FINE SAND I OYR NONE TIGHT IN PLACE PERC O �� O SED DPI F 33-45 C I SILT LOAM I OYR 6 2 NONE 5 r , V-WAY - 0 I Y 8 NONE PERC 67" _ a. 45 96 C2 LOAMY SAND 0 R 6/ p± �2 TEST HOLE 2: EL=57 U .`✓ B 1' 96-126 C3 FINE SAND I OYR 7/4 NONE D M SOIL SOIL SOIL SOIL OTHER - DEPTH;-FRO \ �•O. :::^ c, �' ;` 1 �k g IWEI LC SURFACE HORIZON TEXTURE COLOR MOTTLING TEST HOLE 2: EL=57.0± MUNSELL O ' r (INCHES) (USDA) ( ) DEPTH FROM SOIL SOIL SOIL SOIL OTHER " O A LOAMY SAND I OYR NONE • n t COLOR MOTTLING 0.6 SURFACE HORIZON TEXTURE r , (INCHE5) (USDA) (MUNSELL) 6-25" B LOAMY FINE SAND I OYR NONE I I:0'± 7P#1Ac2 A LOAMY SAND I OYR 3 4 NONE 25 1,2 I Cl LOAMY FINE SAND I OYR NONE TIGHT IN PLACE PERC 70" +l AND I OYR 5 8 NONE 6 33 B LOAMY FINES _ TEST l-toLe 3: EL 57.0 398 WOODSI DE .ROAD �. :" _ NONE / . _ PROP05ED • 33 45 C I SILT LOAM I OYR 6 2 I 1 501L SOIL OTHER DEPTr. FROM SOIL SO L 58 .:.,.... _ � ;, �s � PRO OSED SHED m m C2 LOAMY SAND I OYR 6 8 NONE PERC 67 F HORIZON TEXTURE COLOR MOTTLING _ 45-96 SURFACE HORZO / . ..:.� `� cv LL 96-1 26 C3 FINE SAND I OYR 714 1 NONE (INCHES) (USDA) (MUN5EL L) 0-6" O A LOAMY SAND I OYR NONE / 58 287 TEST HOLE 3: EL=57.0± p 6- NONE 9� DEPTH FROM SOIL SOIL 501L 501L OTHER 32" B LOAMY FINE SAND I OYR <-)G CC) SURFACE HORIZON TEXTURE COLOR MO TTLING 32 1<32 Cl LOAMY FINE SAND I OYP NONE TIGHT IN PLACE h TEXTURE O-6 INCHES (USDA) (MUNSELL) TEST HOLE 4: EL=57.0± 0 O A LOAMY SAND I OYR 3 4 NONE S8 DEPTH FROM 501L 501E SOIL SOIL OTHER " -20 B LOAMY FINE SAND I OYR 5 8 NONE I TEXTURE COLOR MOTTLING G 6 SURFACE HORZON / PjP, � Q :" UP#29 1 36 20-42 Cl SILT LOAM I OYR 6 2 NONE (INCHES) (USDA) (MUNSELL) cJ�( 1785 OLD STAGE ROAD •. / 42-96" C2 LOAMY SAND I OYR 6/8 NONE 0-6" O/A LOAMY SAND 10YR NONE 1 5o W��� ,...�. VACANT 96-1 22" C3 FINE SAND I OYR 7 4 NONE 6-32" B LOAMY FINE SAND 10YR NONE / 32-132" Cl I LOAMY FINE SAND I I OYR NONE I TIGHT IN PLACE TEST HOLE 4: EL=57.0± DEPTH O 501L SOIL SOIL 501L OTHER DATE OF TESTING: 1 1/25/1 4 Existin I SURFA M CE HORIZON TEXTURE COLOR MOTTLING PERCOLATION RATE: 15 MIN/INCH IN "C2" LAYERS. well g - (INCHES) (USDA) (MUNSELL) WITNESSED BY: KEITH E. FERNANDES, PE, J.M. O'REILLY*ASSOCIATES, INC: O-6" O A LOAMY SAND I OYR 3 4 NONE DONNA MIORANDI,AGENT, BARNSTABLE HEALTH DEPARTMENT _ Q / 6-20" B LOAMY FINE SAND I OYR 5 8 NONE NO WATER ENCOUNTERED / w 20-42 SILT LOAM I OYR 6 2 NONE USE A LOADING T F 6 DUE TO SOILS FOUND IN TEST PITS FOR LOT#2 ` n C I D NG RATE O 0 5 42-96 C2 1 LOAMY SAND I OYR 6 8 NONE 96-1 22" C3 FINE SAND I OYR 7 4 NONE DATE OF TESTING: 1 1/25/14 1 PERCOLATION RA : < 5 MIN RATE: INCH "C2 C3" LAYERS. / � WITNESSED BY: KEITH E. FERNANDES, PE, J.M. O'REILLY*ASSOCIATES, INC. DONNA MIORANDI, AGENT, BARNSTABLE HEALTH DEPARTMENT NO WATER ENCOUNTERED USE A LOADING RATE OF 0.56 DUE TO SOILS FOUND IN TEST PITS FOR LOT#2 NOT FOR CONSTRUCTION HABITAT FOR HUMANITY OF CAPE COD, INC. 4 1 1 Main Street, Suite G, armouthport, MA 02G75 - ZONING BOARD F AP EAL5 5KETCH PLAN JENKINS PROPERTY - - °#- AR�I TABEE MA J.M. O REILLY & ASSOCIATESg INC. Professional Engineering & Land Surveying Services O 30 60 90 1573 Main Street - Route 6A P.O. Bog 1773 (508)896-6601 Office Brewster, MA 02631 (506)896-6602 Fax DATE: SCALE: BY: CHECK: JOB NUMBER: G l 30 G:WAJobs\Habitat\Habitat i 8 19 Olci Staye Road 6466\dw9\6466Z15A SKETCH.dwg 12122114 As Noted KEF KEF JMO-G4G6 I BARNSTABLE, GENERAL NOTE ; 5Y5TEM DESIGN CALCULA I LOT # I SOIL TE,�T LOG� M T ONE : Mia MA A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM TEST HOLE 1 : EL=5.7,0-±- SEWAGE DESIGN FLOW; C UNLESS H-20 COMPONENTS ARE USED, DEPTH FROM SOIL SOIL 501E 501E OTHER 2 BEDROOM DWELLI G @ I 10 GPD = 220 GPD O G SURFACE HORIZON TEXTURE COLOR MOTTLING Y`� tee, hey B.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS, DESIGNED UN- (INCHES) (USDA) (MUNSELL) LEACHING CAPACITY REQUIRED: �(�N O LESS CONSTRUCTED AS SHOWN, ANY CHANGES SHALL BE APPROVED IN WRITING. 0-0" C/A 2 BEDR5 (MAX, LOAMY SANp I 0 R 3 4 .NONE ) @ 710 GPD = 220 GPD REQUIRED LT F P C,) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL G-�3" B .LOAMY FINE SAN I 0 R DEED RESTRICTION WILL BE REQUIRED 5 8 .NONE SEPTIC TANK CAPACITY REQUIRED: UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK, 33-45" C I SILT LOAM I OYR G 2 NONE O 45-9G" AMY SAND 10YR 8 NONE PERC G7' DAILY LO D @ 0 - 440 GAL, REQUIRED CONSTRUCTION NOTES : 9G-12G FINE SAND I YR 4 NONE SEPTIC TANK CAPACITY PROVIDED: TEST HALE 2: EL=57.0± 1 LL SEPTIC TANK(MIN. ALLOWED) �� LOCU LEACHING CAPACITY PROVIDED: NOTE: 1 25 WELL SETBACK GRANTED BY THE ZONING BOARD OF APPEALS 1 .)ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, DEPTH FROM SOIL TOIL 501L SOIL OTHER ONE (I) 25'X 1 2, X 2• L CHING CHAMBER CAN LEACH:SURFACE HORIZON ; (USDA) .COLOR MOTTLING AS PART Of THE 405 COMPREHENSIVE E M ° Vt=[(25 X 1 2.83) + (25 X 2,0)2 + (12,83 X 2.0)2l X 0.5G GPD/SF=264,36 GPD PER IT APPROVAL y TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH EXCEPT FOR (INCHES) (USbA) (MUNSELL) THOSE REQUIREMENTS WAIVED BY THE ZONING BOARD OF APPEALS, 0 2G4 GPD>220 GPD REQUIRED 33 aA LOAMY AN I OYR 3 4 NONE G-33 NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN, O >� 2,) SEPTIC TANK(S), GREASE TRAP(5), DOSING CHAMBER(S), DISTRIBUTION BOX� " LAM .FINE AND I Y 5 NONE INSTALL: ' WELL VAULT SHALL BE SET ON A LEVEL 5TA5LE BASE WHICH HAS BEEN MECHANICALLY 33-45" G 1 51LT LOAM I CJYR G 2 NONE c� ONE 0 - 1500 GALLON SEPTIC TANK �Q COMPACTED, OR ON A G INCH CRUSHED STONE BASE, 45-9G" C LOAMY SAND 10YR G 8 NONE PE C G7" ONE(1) - 3 OUTLET DISTRIBUTION BOX(H-20 Rated) 3.)SEPTIC TANK(S) SHALL MEET A5TM STANDARD C 1 1 27-93 AND SHALL HAVE 9G-12G INE SAND I OYR 74 NONE TWO (2) - 500 GALLON LEACH CHAMBERS WITH 4'OF STONE ALL AROUND AT LEAST THREE 20" DIAMETER MANHOLES, THE MINIMUM DEPTH FROM THE BOT- TEST HOLE 3: EL=57,0± FIVE (5)-COVERS AND RISERS BUILT UP AS SHOWN ON THE FLOW PROFILE TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48"' DEPTH FROM SOIL SOIL SOIL 501E OTHER NOT TO SCALE 4•)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" SURFACE HORIZON TEXTURE COLOR MOTTLING ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE (INCHES) (USDA) (MUNSELL) CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE, O-G° 0 L AMY SAND I OYR 3 4 NONE / I LEGEND 5,) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION B0X WITH PRECAST 2.G- 0" GAMY FINE SAND0 8 NONE w2 E15TING CONTOUR CONCRETE WATER,TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G"OF 0-4 C I 5(LT LOAM I 0 R G 2 NONE 42-9G" I LOA Y AND R G 8 NONE - '• --�-32 PROPOSED CONTOUR FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT, �� a ..G-1 22 FI AND oYR 7 4 NONE I cg 45 OLD STAGE ROAD 54,7 X 1 2.34 EXISTING SPOT GRADE G,) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL "e4 5 'x 5 �''� � 24x5 BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN I'•'1o, TEST HOLE 4: EL=57,0± `� t. PROPOSED SPOT GRADE DEPTH FROM SOIL SOIL SOIL 501E OTHER x 59,5 c€ ---�W--- WATER SERVICE LINE 7J DISTRIBUTION LINES FOR 501E ABSORPTION SYSTEM (AS, REQUIRED) SHALL BE SURFACE HORIZON TEXTURE COLOR MOTTLING S ro 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/fT. LINE SHALL BE CAPPED (INCHES) (USDA) (MUNSELL} , Existin s 1 v o PLANrf --0'-. OVERHEAD UTIL►TY SERVICE AT END 0R AS NOTED, 0-21 O A L Y D I O 3 4 NONE Well c..;. ,. ..,,� 1 -, _U_ UNDERGROUND UTILITY SERVICE�' G-20" B LOAMY FINE AND I OYR 8 .NONE 8,) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST � �: ,,; GAS SERVICE LINE 2'BEFORE PITCHING TO 501E ABSORPTION SYSTEM, WATER TEST DISTRIBUTION 20-42" Cl SILT LOAM I OYR 6 2 NONE BOX TO ASSURE EVEN DISTRIBUTION. 42-96 2 LOAMY SAND I CYR 6 8 NONE ?+ SCA;LF I"=20': r TEST HOLE/ BORING LOCATION 60 5T SEPTIC TANK G-1 22" C3 FIN SAND I OYR 4 NONE c OJ DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW DB DISTRIBUTION BOX THE OUTLET INVERT, DATE OF TESTING: 1 1/25/14 x o,2 \ 10.} BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4"TO PERCOLATION RATE; < 5 MIN/INCH "C2 4 C3"LAYERS (PERC OF C2 LAYER- MORE RESTRICTIVE-QUALIFIES C3 LAYER), �/ X° 5A5 501L ABSORPTION SYSTEM 1-1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE WITNE55ED BY: KEITH E. FERNANDES, PE, J.M. O'REILLY 4 ASSOCIATES, INC, x 5 55,9 Reserve C, 9, RESERVED FOR FUTURE INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE DONNA MIORANDI, AGENT, BARNSTABL E HEALTH DEPARTMENT ,��jP` `� `� UTILITY POLE SOIL ABSORPTION SYSTEM, BASE AGGREGATE SHALL BE COVERED WITH A 2" NO WATER ENCOUNTERED L LAYER OF 1/8"TO 1/2"DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST, USE A LOADING RATE OF 0.56 DUE TO SOILS, FOUND IN TEST PITS FOR LOT#2 (15 min/inrh) e? �,��' / A x 61,6 ® CATCH BASIN I 1 .) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 5C� FEET; Certification: � � FIRE HYDRANT WELL WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, r ...... TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED, I certify that on 10/24/05 1 (Keith E,Fernandes)passed the examination �,,.. �"""' x '+.. DRAINAGE MANHOLE 12.)501E ABSORPTION SYSTEM MALL BE COVERED WITH A MINIMUM OF 9"OF approved by the Department of Environmental Protection and that the above y '"�. � ' `�. ■ CONCRETE BOUND, FOUND CLEAN MEDIUM SAND (EXCLUDING TOPSOIL}, analysis was performed by e consistent with the required training,expertise ,,,✓ � � ,` ro may'" TOP OF BANK 13.) FINISH GRADE SHALL BE A MAXIMUM OF 30"OVER THE TOP OF ALL SYSTEM and experience described in 310 CMR 15.017. � � h �`'` -----X- LIMIT OF WORK X $45 COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER ,�� � ryI -o•--�-- FENCE AND SOIL AB5ORPTION SYSTEM, SEPTIC TANKS SHALL HAVE A MINIMUM COVER / OF "• � ATE:�I�U � `^�. / x 5 •s r.y. FENCE NAME � GE OF CLEARING 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF A CERTIFICATE OF COMPLIANCE,THE PERIMETER OF THE 501E AB50RP- "/" ,; x 5 9 TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. / n 11 15.)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION 3G )9 BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF TH15 SYSTEM RE- §, p6 5 QUIRES A VARIANCE)AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE PROPOSED SOIL REMOVAL / PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE i5 REQUESTED, (SEE NOTE#I,G) x 7 5UP#1315 , g� �" SON ' I G,j SOIL REMOVAL: ALL TOPSOIL, 5UB501L, AND SUBSTRATUM (C I C2)SHALL 5 8 BE REMOVED FOR A DISTANCE OF 5' FROM THE SOIL ABSORPTION SYSTEM DOWN TO THE CLEAN SAND LAYER, LAYER C3 (FINE SAND), APPROX. 8' BELOW GRADE, AREA v +' I;` r ` 'i j �, LOT } TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO MINIMIZE SETTLING (SEEE3Bfl" a� SOIL LOGS), ALL FILL MATERIAL SHALL MEET THE SPECIFICATIONS OF 3 0 CMR 15.255(3), _ � "� `t a L+ ` Area=22;039 5F± l 17,) OWNER CONTRACTOR SHALL REVIEW HOUSE 4 DRIVEWAY LOCATION, GRADING, AT I" x g ` g7,3 "s+z 4 �, k s x x 4,4 x 54.3 57,6 CONTRACTOR SHALL NOT DISTURB AND DRIVEWAY MATERIAL PRIOR TO EXCAVATION, ; , �, }' 18.) CONTRACTOR SHALL VERIFY BUILDING SETBACKS, BUILDING HEIGHT, AND BUILDING r , ryj�` �Dd v \ EXISTING SIDEWALK, DRIVEWAY SHALL BE ,:i Q g PAVED UP TO EXISTING SIDEWALK COVERAGE; COMPLIANCE WITH ZONING SETBACKS 15 NOT EXPRESSED OR IMPLIED HEREON, `� , `�� x 59,6 �p 4' 8.5' 4' / 55,AG 58 f S x 591 A DETAIL: ;nxfugm w ax u SCALE: I " = 10' rm ! s 6 JUDYS LAND a � n 53,9 �1 j O FLOOR PLAN VACANT , N 4 ( "� p 57,9 � Q � �r NOT TO SCALE x 54.8 TC)� 3;7' r " " 2 61 PROPOSED O PROPOSED a IGg,+ I � G SNIP"(`' ' p X 54,9'HED ✓ } x QR�� �5 WELL DINING $1 ��>G '"" . ,. • `k S BED x'S9 KITCHEN BATH 7 0 LIVING 24"CAST IRON COVER(BOLTED AND GA5KETED) Sig �. r USE EJIW IAB247- NO SUBSTITUTIONS x 55,0 � y PROPOSED GRADE PROPOSE{?SOIL REMOVAL K 55,2 B � ,� x 5 1 - BED i (SEE NOTE#I G) � LLn q 2� x 58,5 \ _. 59, N �j . ` LEACHING ' . PROPOSED 2' LONG 24"DIAMETER, H-20 RISER � � �� ', `�� �i"��1'J ��t�2 x 59,2 � � CATCH BASIN BY SHOREY PRECAST CONCRETE ; " ` M 55,6' LEACHING PIT N PROPOSED WE x 58,6 Q / x 57,9 58 --� PROPOSED CRUSHED STONE BASE .,� #3a4,O (SEE NOTE#2) X 56.5 G: ''r ` x 8,7 PROPOSED DRIVEWAY LOT#2 • .. �� , pRopOs�L� 57,6 • • PROPOSED WELL VAULT. T x 57,7 .. ZXi �k DRIVE'WAY. ` NOT TO SCALE 58 �- Q, A' 8x2 x 57. x 5. 5, FLOW 'PROFILE: ���' SaX� x 56,9 NOT TO SCALE w� © 57,7 / 58,E "- x e:o v x ``..,. x 57,3 58,7 5 COVERS TOTAL Ofl x 58,4' S RQ ' 24 DIAMETER CONCRETE COVERS BENCHMARK: / PROPOSED �, RAISED TO WITHIN G OF FINISH aj TOP Off FOUNDATION p \ � w ,I• To of Land'Court Bound � rye ��� �'� � M � ,"�� v ' PROPOSED DWELLING LOT#2 GRADE OR AS, NOTED) _ ( ) EL=58.7� (Assumed datum) �`"'� ���` 10.5'± L(SEE NOTE#5) �x 58, a '.► Pro osed EL= 58.3 (max) Pro used EL=5G,5± Pro osecl EL=5G.5 '� +., "� Lbaa ! \ PROPOSED SEPTIC 13 ;2't r 5gx2 r/ 1 ��`'���'�` � SYSTEM FOR LOT#2 `� i 55;3- 35"Propos)ed (9"Mip�- 3G" Max) 2" LAYER OF I/8"- I/2"STONE OR FILTER FABRIC HABITAT FOR HUMANITY Of CAFE COD INC. _ THE LAYOUT AND DIMENSIONS OF THE ' 4 7± 54„10 �0„ 14 ..nti • 52 5 •� ;�/4"- I-I/2"STONE m^��"�i��'�F�?.>,�'�'� �. � �` 41 1 Main Street, Suite G, Yarmouthport, MA 02G'75 ` '; 53,22 3, 5 N �; ,s �� q. PROPOSED DWELLING HAVE BEEN TAKEN 2°DROP � H � �� '� TAKEN FROM TH E PLAN DATED 2/2G/15 �" � LOT# I - 51TE SEWAGE D15PO5AL 5Y5TEM PLANS GAS, BAFFLE 50,75 INSPECTION NOTE: �� ca�g1 PREPARED BY DAVID F. ALTEN JENKINS PROPERTY - 1819 OLD STAGE ROAD, BARNSTABLE, MA * HE ENGINEER, SYSTEM � .. ra civil •, USE'(t)SHOREY PRECAST PRIOR TO FINAL INSPECTION BY T 500 GALLON LEACH CHAMBERS 4.2_ NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. o,43'25 n J.M. OTEILLY & AsSOCIATES INC. ' �� � gip•Longest Run WITH 4'OF STONE AROUND ,. (END VIEW) a� '` ,51\1 Professional Engineering & T.anci Surveying i I + 1500 GALLON �30'-� 15�± ems_ DB-3 - EL=4G.5± BOTTOM OF TEST PIT#2 � u } 0 20 40 GO 8 B Services SEPTIC TANK LEACHING CHAIV15ER �. {� D-F30k 1573 Main Street - Route 6A H-20 25,0'x 12,83'x 2,0' SCALE I "=20' P.O. Box 1773 (508)896-6601 Office Brewster, MA 02831 (508)896-6602 Pax DATE: SCALE: BY: CHECK: JOB NUMBER: --- 3 9 2 A5 Note G:\AAJob5\Mabitat\Mabitat I I � � / / 015 d KEF JMO JMO-64GG _ _ - \ 8 9 Old Stage Road G4Gb\dwg164GGSite�Sd�(both lote).dw