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0285 SEAPUIT ROAD (2)
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map l Parcel 06, 2,6 /DOI Application r c�z Health Division �:� 8� _`�L� I�_�'p �`� Date Issued t Z ZZ Conservation Division Application F Y O Planning Dept. Permit Fee b Date Definitive Plan Approved by Planning Board WA � l Z122�/a�. Historic - OKH Preservation/Hyannis Project Street Address Village D5TE1,�v 11,1)6 i A/bf� c/o: AVoAA GRAVP Owner REHNERT GE0FFk9 S N LAQR k- Address tot 1{VQTI063'00 AVE .$NTOLNA Dzftj Telephone d b: L. (,5OB 147,% - 11 5- Permit Request Atts,W Ay &sQ 4+lV6AVJ y wpp l_( � ���� �� � rh���N ���� wow. • Square feet: 1 st floor: existing proposed 2nd floor: existing ,�proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation*4 J 00. Construction Type Lot Size /L 5 AC IA • Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family, ❑ Two Family ❑ Multi-Family(# units) C7 ri r 8Age of Existing Structure Historic House: ❑Yes ❑ No On Old Kings Highway Yes ❑ No rn .c.... Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) -; Number of Baths: Full: existing new Half: existing raw Number of Bedrooms: existing _new co axe Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # r Recorded ❑ Commercial ❑Yes )' -No If yes, site plan review # Current Use U-17tit7EN)-wy Proposed Use k� I PEN-n A-L" APPLICANT INFORMATION ((BUILDER OR HOMEOWNER) _ rt Name 1 I t/t• Telephone Number Address 8 09TFa4l bAQ. k - �Q - License # CGJ gr) Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r/ J. SIGNATURE DATE l y 1 FOR OFFICIAL USE ONLY APPLICATION# t DATE ISSUED MAP-/PARCEL NO. 7 ADDRESS VILLAGE OWNER . T DATE OF INSPECTION: FOUNDATIONS, _;^ FRAME 1 INSULATION. :. FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r ? GAS.: -ROUGH FINAL FINAL BU'IL-'D.ING -,. DATE CLOSED OUT ASSOCIATION PLAN NO. Department of Ind ustrialAccidents - d Office of Investigations Y 600 Wrashington,Street l Boston, MA 02111 www.inass.gov/dia Workers' Compensation Insurance Affidavit: B.uilders/Contractors/Electricians/P1umbers Applicant Information Please Print Les?ib1Y Name(Business/Organization/individual): �'— g- J� 'S & Se►y Address: l?7� : oSre- V- g/J JZAV 5 0tA Lr, > -P - -' City/State/Zip: ' Phone V L5-0- 4 2--e- laf-, kre you an employer.? Check the appropriate bog: Type of project(required);. I am a employer with 4; ❑ I am a general contractor and i employees(full and/or part-time).*- have hired the 6. ❑New construction ❑ I am a sole proprietor or partner listed on the attached sheet. t' 1, ❑Remodeling ship and have no employees These sub-contractors have 8, ❑Demolition working for me in any capacity, workers' comp;insurance, g ❑Building addition [No workers' comp, insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10,[]Eleotricalrepairs or additions ❑ I am a homeowner doing all work right of exemption per MGL. 11.0 Plumbing repairs or additions myself, [No workers' comp. c. 152, §l(4), and*ehaveno 12.❑Roof repairs insurance required.] t employees..[No workers' 13. Other �/I��rY�GL la s�CE comp.insurance required.] my applicant that checks box 01 must also fli 1 out the section below showing tbeir workers'compensation policy information, lomeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such, ontractors that check this box must attacbed an additional sheet sbowiog the name of the sub-contractors and their workers'comp,policy information, Tm an employer that isproviding workers'compensation insurance for my employees. below is thepplicy andjob site formation. surance Company Name: C 1 A �ff4 1/F, .]icy#or Self-ins,Lic,MAI /V RM ` D 2 QI O Expiration Date: d 7j / 6 Site Address; 2$ ��n J yr Q City/State/Zip: D tach a copy of the workers' compensation policy declaration page(showing the•policy number and expiration date). ilure to secure coverage as required under Section 25A of MGL e, 152 can lead to the imposition of criminal penalties of a . to up to$1,500:00 and/or orie-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine up-to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of vestigations of the DU fat insurance coverage'verification. !o hereby certif- nder the pains a alt' of pe ' th t the information provided above ir true and correct mature; Date: qi b 62 one#: �fl 6 �' Official use only, Do.not write in this area,to be completed by-city or town o.ffi. ' .cial City or Town; Permit/License# Issuing Authority(circle one): 1,Board of Health 2.Building Department 3. City/Town Clerk 4,Electrical Inspector 5.Plumbing Inspector 6, Other Contact Person: Phone#: r Client#:646400 2NORRISEB DATE(MM/DDNYY-Y) ACORD.. CERTIFICATE OF LIABILITY INSURANCE 05126/2010 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 973 lyannough Rd., PO Box 1990 Hyannis, MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Acadia Insurance E. B. Norris 8r Son., Inc. INSURER B: 138 Osterville West Barnstable Road INSURER C: Osterville, MA 02655 INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NS D' POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MMIDD/YY LIMITS A GENERAL LIABILITY BINDER307009 05/03/10 05/03/11 EACH OCCURRENCE $1,000,000 nfoim MERCIAL GENERAL LIABILITY DAMAGE TO RENTED ncel $25U 000 CLAIMS MADE 51OCCUR MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1,000,000, GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICYF—j PRO- JECT LOC A AUTOMOBILE LIABILITY BINDER307008 05/03/10 05/03/11 COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $1,000,000 X HIRED AUTOS BODILY INJURY $1,000,000 X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $500 000 (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESS/UMBRELLA LIABILITY BINDER307011 05/03/10 05/03/11 EACH OCCURRENCE $10 000 000 X I OCCUR CLAIMS MADE AGGREGATE $1 O 00O 000 $ DEDUCTIBLE $ X RETENTION $O $ A WORKERS COMPENSATION AND BINDER307010 05/03/10 05/03111 X WC STATU- CER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $SOO,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? NO E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL .10 DAYS WRITTEN 200 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis, MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #S69611/M69610 CR © ACORD CORPORATION 1988. w I " Tow-a of Barnstable - - � Regulator Am� y Services MASS SEA Thomas R.Gefler,:DirectoIUA r. Building Divig-j- Tam Perry,Building.CD=*s iouer 200 hfain-Areet,HyazWs',.MA.02601 w'Tw.town.barnstable.ma.us 'Office.: 508-862-4038 F`ax: :508-790-6230 prop - Owner Mus� Complete anc1 Sign T-ju8 Seciion If Usin A$w lder ne'.} ,:as O.w=r;of the jV&- r J" pro perty henebya�thonze v . in allatrexs:relative to:work authorized by this buildiag pernut.appli,cauon for. f � Adriixss.of ,fob) a punt.Nauze If Pro ell" Owner is applyxg for pemlit please comp Ite:th Fomeowners License Exemption'Forin on the e. reverse side. QTQRMS:O WNE"ERMLSSION M ' I i • Nlassachusetts- Department of Public Safct*N Board of Buildin!-, Re-ulations and Standards Construction Supervisor License License: CS 15851 Restricted to: 00 CRAIG N ASHWORTH 138 OST W BARNSTABLE '�i. OSTERVILLE, MA 02655 y Expiration: 9/28/2011 ('ununissiuncr Tr#: 3091 1 I � e eammvwm1eaa Office of Consumer Affairs and 2usiness Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 102014 Type: Private Corporation Expiration: 6/30/2012 Tr# 200714 ERNEST B. NORRIS & SON INC Craig Ashworth 138 Osterville W. Barnstable rd. Osterville, MA 02655 Update Address and return card.Mark reason for change. Address ❑ Renewal ❑ Employment Lost Card DPS-CA1 C? 50M-04/04-G101216 Off icA6ons mer Affairs s�ness egu a ion License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 102014 Type: Office of Consumer Affairs and Business Regulation Expiration: 6/30/2012 Private Corporation 10 Park Plaza-Suite 5170 � Boston,MA 02116 RNEST B. NORRIS-&SON--INC Craig Ashworth 138 Osterville W. Barnstabl"e td. Osterville,MA 02655 Undersecretary Not valid without signature l_ i� L i • I / / , ' / I I I I / t t Y I I � i 1 l ' I a� F � S r t Tree of Life face in black metallic paint furish with Rumford brick liner. This fireplace features the Tree of Life face, a design inspired by the gas stove of the same name you can see in this catalog. This cast iron face features a beautifully detailed leaf design on both sides of the double doors. The Tree of Life design is incredibly popular and makes a gorgeous, stylish statement for a living room, kitchen, bedroom or bathroom. The double doors open for a full view of the flames. CIP ONO • Rumford Herringbone Brick Liner • Rock Creek Stone Liner • Remote Control Thermostat • Wall Thermostat • Pre-Built Custom Ca tnets I www.avalonfi"restyle.com r 25 Portrait-StyleFireplace Specifications i The information on this page is for reference ONLY! rc," n information is avai a ough your Avalon dealer or through the Avalon website at:www.avalonfiresty Top Vent 21 DV 17 5/8" Rear Vent 21 DV —13 5/8 4 7/8"1- 6 5/8" ( ' ~ice � � -! 1 4 7/8" o 35 7/8' � I 34 1/8 f 34 1/8" Nailing 1 3/4 Brackets �) ' 27 1/4" Gas Line" ?� 13 5/8" t * r; k 20 1/8" �+! 151, 12 5/8" 5 7/8" Gas L' Top Vent 21 DV Fram�in�g, Rear Vent 21 RV Framing f Vent Clearance 1/2" in front,0"to `" Vent Clearance 1"to sides, Firestop sides, 1"below and 2" above 1" below and 3" above ` ,Required / i/ ..,.Vent Center is 41 ;;- I .� Center of We ; 3/4" above base Firestop .`Rear Flue t Required i recommend `, Reinforce the installing the _ 27 1/4" i j upper corners shaded framing t after fireplace 6" i , Reinforce the is in place. i i 1" j I I '. upper corners + 15„ I i 48"Min. ( 4 3/4„i 34 ii1/4' I I w I I >I 1�� Gas line Gas line 11h cutout \1 cutout 20 1/4"y.. 20 1/V Rear vent may require extra clearance to accommodate framing Top Vent 21 DV Corner Rear Vent 21 RV Corner 24 7/8" Minimum 1" Clearance 6 1/2" 6"Typical ` ! 6 1/2" Recommended Maximum 12" � EF Minimum 1/2" Clearance 37 1/2" 6 1' 1 Tn / ' 1 � t Avalon features the Patented' Ember-Fyre burner system in all of these models. Popular Science magazine awarded the prestigious BEST OF WHAT S NEW award to the Ember-Fyre as one of the year's top achievements in Science and Technology. This combustion system delivers an efficiency of up to 82%. The level of realism is so remarkable it is difficult to tell apart from our i wood burning appliances. Unlike other gas inserts, the pilot flame is hidden, there are no unsightly burner tubes and the fire and glowing embers are just as beautiful on low as they are on high. •U.S.Patent#0,602,068,x6,443,726 and other patents pending Our Patented Ember-Fyre` Gas Burner Produces a Fire .n So Realistic It s Often Mistaken For a Wood Fire! Can You Tell The Difference? HERE'S HOW THE °F 4 EMBER-FYRE` BURNER WORKS o AV Natural gas or propane is piped into a sophisticated SIT gas valve, controlled by the reliable Piezo � ignition system. The gas burner is designed to provide reliable, continuous operation ' even if the power goes out in your home. ` ©The low-pressure gas from the gas valve is introduced to the mixing tube via a precisely engineered burner orifice. ©A mixing tube combines the gas with outside combustion air. (The standard mix of air to fuel 1 I e is set by the installer to compensate for variations in t altitude, fuel type and line pressure). ()The gas/air mixture flows through a unique array of burner ports in the ceramic base, where it ignites and bums with a warm enchanting glow. ©As the Ember-FyreT' burner heats to a deep red 1200°F, it mimics the look of glowing wood embers and charred logs. Dancing yellow flames further enhance the look and # y t feel of a real wood fire. F R r 6y^ f 1 th Wood burning catalog Pellet burning catalog Winthrop gas burning fireplace catalog Your Avalon'Dealer was chosen to present our products because of their commitment to you, the customer. They are trained to provide the best possible sales experience', assist you in selecting the right hearth appliance and provide proper installation to'ensure flawless operation. They are truly your local hearth-product specialists'. Avalon'Wood and Pellet Products With the Avalon'' product_line all the elements come together: architectural styling, innovative technology and dedicated craftsmanship, offering you a dream-fulfilling heating solution for every part of your, house.Avalon also manufactures a'wood burning product line as well as our pellet stove collection, which uses'alternative fuel resources ` We hope our products will bring enjoyment,warmth and many pleasant hours spent in front of your choice of home fire. W W W.avalonfirestyle.com Fi restyles fo r Life r � Al I t Fx; ` x Some settings for the photography are for acsthcuc proposes only and mayhnot rcflctt actual ms�tallauon requiremcncs.We reserve the right to improve ow'p x)ducts at any cnme.withoitt prior nonfic�non < . Phcxos and illustrations are ford purpcxst.ti'only� * Proudly manufactured in[he USA; Copynglii©2007•-Punted ui USA )t3£3oo153 '; t ° S�.S�� � bu ��- r , . IKE TOWN OF BARNSTABLE -Building 201400533 � it BASTABLE, Issue Date: 02/07/14 RD�M RN 9 MASS �ArFG 339- A�� Applicant: E.B.NORRIS&SON,INC. Permit Number: B 20140255 Proposed Use: SINGLE FAMILY HOME Expiration Date: 08/07/14 Location 285 SEAPUIT ROAD Zoning District RF-1 Permit Type: GARAGE DETACHED RESIDENTIAL Map Parcel 095007001 Permit Fee$ 1,645.77 Contractor E.B.NORRIS&SON,INC. Village OSTERVILLE App Fee$ 100.00 License Num 102014 Est Construction Cost$ 322,700 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND BUILD A NEW 2 STORY,2 BEDROOM,2 BATH CARETAKER COTTA E QNIS CARD MUST BE KEPT POSTED UNTIL FINAL THE SITE ON AN EXISTING INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: REHNERT,GEOFFREY S&LAURA A BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: C/O AUDAX GROUP INSPECTION HAS BEEN MADE. 101 HUNTINGTON AVE BOSTON,MA 02199 Application Entered by: PR Building Permit Issued By: �l 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 MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. [ MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). POST THIS CARD SOTHATIS VISIBLE FROM BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health i 41. TOWN OF BARNSTABLE BUILDING PERM APPLICATION ]v v - 6 a� 7) Map Oct 5 Parcel �� . 1:pRion # lop Health Division -,aqIo Date Issued 4P. I Conservation Division Appl'catio Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board — Historic - OKH _ Preservation / Hyannis Project Street Address Village Owner C ea Se Addressg0 it as C �ti,�� oz Telephone z8_145 C D Fa; OoXt S � g� eJ :,Permit Request All` Q Y o_. oZ 6,�� 1t- �A ,Square feet: 1 st floor: existing proposed qs� 2nd floor: existing proposed k�Total new I Zoning District Flood Plain Groundwater Overlay- ..Project Valuation 2Z 60 Construction Type Lot Size Size o`er S oe 62�5 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 46 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes O-No On Old King's Highway: ❑Yes 4a No Basement Type: &Full ❑ Crawl ❑Walkout ❑ Other• Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 757 Number of Baths: Full: existing new a2 Half: existing new Number of Bedrooms: existing :,new I Total Room Count (not including baths): existing new First Floor Room Count l Heat Type and Fuel: A Gas ❑Oil ❑ Electric ❑ Other 5 Central Air:1 des ❑ No Fireplaces: Existing ` New Existing wood/coal stove: ❑Yes ONO Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Bari.©existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Othe: i� o Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes P.No If yes, site plan review# ► r Current Use w - Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name EA. �wC s ��,t ,l►�C�� Telephone Number Address 1396 OS�(JSL Qez t L�ts,44 LLc- License # C S 15 SS I Home Improvement Contractor# wolq Worker's Compensation # �� 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO i yX a SIGNATURE DATE / 6 , I FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER ` DATE OF INSPECTION: a, fF_OUNDATION, f I FRAME INSULATION r r. FIREPLACEp E - 4 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r s GAS: ROUGH FINAL .,p. FINAL BUILDING ;T DATE CLOSED OUT . 'ASSOCIATION PLAN NO. j �F t R The Commonwealth of Massachusetts ' Department of Indtistrial Accidents Office of Investigations 600 Washington Street. Boston,MA 02111 ►vwrv.mas&gov/dia `Yorkers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Na me(Business/Organmtion/lndmidual). E-B. NO f c l.S 1�, 60✓L T.!- V-LG Address: ISO 0�Sy,",h Oes) 6cCVAbl(-e P-Oc City/Stat&Zip: OS " v N,R e A . Phone# soe -Al2 g ^ 11�S Are you an employer?Check the appropriate box: - . Type of project(required): 1.�I am a employer with� 4. ❑ I,am a general contractor and I 6. ❑New construction employees(full and/or part-time).' have hired the subcontractors 2.El I am a sole proprietor or partner- listed on the attached sheet, 7. ❑Remodeling ship and have no employees Theme sub-contractors have g_ ❑Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition [No workers'comp.insurance comp.insurance.! 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 I L[J Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]Y 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. 1 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-comrsctors and stare whether or not those entities have employees. If the sub-contractors bare employees,they must provide their workers'comp.policy number. I ant an employer that is providing workers'compensation insurance for nty employees. Below is the policy and job site information. Insurance Company Name: CB Policy#or Self-ins.Lie_#:_3 5 Expiration Date: I Job Site Address: 5 se p A City/State/Zip: �Sd e('J u�l Q / ► 1 � 0 z ��S 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 S1,500.00 and/or one-year imprisonment,as well as c.itril penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi under thepains an na ' s of p ' ry that the information provided above is true and correct ' I � Simtore: / Date: Phone#• 5 y b Z Official use only. Do not write in this area,to be completed by city or town ofciai City or Town: PermitUcense# 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#: Client#: 646400 2NORRISEB DATE(MM/DD/YYYY) ACORD' . CERTIFICATE OF LIABILITY INSURANCE 05/13/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling 8 O'Neil pvCCOE NN Ext:508 775-1620 pJC No: 5687781218 Insurance Agency E-MAIL 973 lyannough Rd., PO Box 1990 ADDRESS: Hyannis, MA 02601 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Acadia Insurance INSURED INSURER B: E. B: Norris 8 Son., Inc. 138 Osterville-West Barnstable Road INSURER C Ostervllle, MA 02655 INSURER D: INSURER E. INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR— TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS - LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DDIYYYY A GENERAL LIABILITY BINDER359034 5/03/2013 05/0312014 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES E.occurrence $250 000 CLAIMS-MADE 51 OCCUR MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GE N'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO LOC $ 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 NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DIEDRETENTION$ I $ A WORKERS COMPENSATION BINDER359037 5/03/2013 05/03/201 X wC STAT AND EMPLOYERS'LIABILITY Y/N U- OTH- ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500 OOO OFFICERIMEMBER EXCLUDED? F N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $50O 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) 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 Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Oc 1988-2010 ACORD CORPORATION.All rights reserved. 1 , Town of Barnstable Regulatory Services ThomasF, Geiler,,Director UMSTABL Public Health Division AfFo .`0� - Thomas McKean;Director 200 Main Street; Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-630.4 Date: V / 20 i 1 Sewage Permit# Z O(D- 4/4,0 Assessor's Map/Parcel oo i Installer&Designer Certification Form Designer: S 4 :,2►4.1 A Wtlsu-, I?E Installer:: tie r4-o k o !-1-i Ccrost. Address: hi2.x�c,- - t_.J e- Address:. �O �1 o. y2cx 7cq t-/ k'yAH Sl i44"ym. 0Z.Gd( I If 0Z.(.Y8 On ll ll y/2 o l a, Ccrn1.+. - was issued a.permit to in_stall a tdat' e) (installer): septic system at 2-SS S C-u.,r U� F- 2rja based on a design drawn by =' (address)- sk�Vuh A W, (sc; d P.t✓. dated J/fI-610610 / (designer) 0/ I certify that the septic system referenced above was installed substantially according fo the design, which may include minor approved changes such as lateral relocation of the_,,) distribution. box and/or septic tank. Stripout (if required) was inspected and,the soils ; -f were found satisfactory. 1,certify that the septic,system referenced above was installed with mayor changes (i.e. greater.than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State &'Local Re u ations. Plan revision or certified as- by designer to follow. Stripout (if requir ted and the soils_ were nd s tisfactory. �� qs STEPHEN D ALLKN O . o WlLSaN (Installer's Signature) " Kt,3021e FSS�ONAL E '\ esigner's Signature) (Affix Desi p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE' OF COMPLIANCE WILL NOT- BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU.., dZo09- acr7: a 3� gAoffice fomssWesignercertificAon fdrmdoc F . i k CREScheck Software Version 4.5.0 �J( Compliance Certificate Project Rehnert Residence Energy Code: 2609 IECC Location: Osterville, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,028 ft2 Glazing Area 13% Climate Zone: 5 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 285 Seapuit Road Ivan Bereznicki Osterville, MA 02655 Ivan Bereznicki Associates, Inc. 9 Wendell Street Cambridge, MA 02138 617-354-5188 ivan@bereznicki.com Compliance: Passes using UA trade-off Compliance: 5.7%Better Than Code Maximum UA: 1389 Your UA: 1310 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Glazing Cavity Cont. Assembly or R-Value R-Value or Door UA Perimeter U-Factor Ceiling (2nd): Flat Ceiling or Scissor Truss 880 26.1 0.0 0.039 34 Wall(2nd-N): Wood Frame, 16"o.c. 246 19.8 0.0 0.059 14 Window DH [IZ3](x5):Wood Frame:Double Pane with Low-E 9 0.290 . 3 Wall(2nd-E):Wood Frame, 16" o.c. 264 19.8 0.0 0.059 15 Window DH [IZ3](x2):Wood Frame:Double Pane with Low-E 6 0.320 2 Wall(2nd-S):Wood Frame, 16" o.c. 270 19.8 0.0 0.059 14 Window DH (x2):Wood Frame:Double Pane with Low-E 8 0.290 2 Window DH [IZ3](x4):Wood Frame:Double Pane with Low-E 8 0.320 3 Door Deck(xl): Glass 19 0.310 6 Wall(2nd-W): Wood Frame, 16"o.c. 246 19.8 0.0 0.059 14 Window DH [IZ3](x2):Wood Frame:Double Pane with Low-E 6 0.320 2 Wall(1st-N):Wood Frame, 16" o.c. 369 19.8 0.0 0.059 20 Window DH (x2):Wood Frame:Double Pane with Low-E 25 0.290 7 Window AW(x4):Wood Frame:Double Pane with Low-E 7 0.280 2 Wall(1st-E):Wood Frame, 16" o.c. 379 19.8 0.0 0.059 19 Project Title: Rehnert Residence Report date: 11/1411 Data filename: P:\Rehnert Residence\REScheck\Rehnert Residence.rck Page 1 of10 Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Window DH (x3):Wood Frame:Double Pane with Low-E 7 0.290 2 Window DG (x2):Wood Frame:Double Pane with Low-E 17 0.280 5 Door Rear(xl): Glass 29 0.310 9 Wall(1st-S):Wood Frame; 16"o.c. 369 19.8 0.0 0.059 13 Window DH (x4):Wood Frame:Double Pane with Low-E 10 0.290 3 Door Sliding(xl): Glass 143 0.290 41 Wall(1st-W):Wood Frame, 16"o.c. 379 19.8 0.0 0.059 17 Window DH (x2):Wood Frame:Double Pane with Low-E 15 0.290 4 Window DG (x2):Wood Frame:Double Pane with Low-E 17 0.280 5 Door Front: Solid 51 0.290 15 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,287 40.5 0.0 0.025 32 Basement Wall 1: Solid Concrete or Masonry 1,170 0.0 10.0 0.058 68 Wall height: 9.7' Depth below grade: 8.8' Insulation depth: 8.8' Crawl 1: Solid Concrete or Masonry 204 0.0 0.0 0.404 59 Wall height: 3.9' Depth below grade: 3.1' Insulation depth: 0.0' Floor 2: Slab-On-Grade:Unheated 1,287 10.0 0.684 880 Insulation depth: 6.0' Compliance Statement. The proposed building design describedLments o with a building plans,specifications,and other calculations submitted with the permit application.The proposed been d igned to meet the 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requir REScheck Inspection Checklist. ame-Title Signature Date Project Notes: Icynene R Value = 3.6/in. 2x6 Wall Construction, 11 7/8"TJI Joists, & 2x10 Roof Rafters Project Title: Rehnert Residence Report date: 11/14/1 Data filename: PARehnert Residence\REScheck\Rehnert Residence.rck Page 2 of10 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2009 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.2 ;Construction drawings and []Complies ; [PR1)1 ;documentation demonstrate ❑Does Not 'energy code compliance for the ❑Not Observable building envelope. ❑Not Applicable 103.2, ;Construction drawings and ❑Complies 403.7 ;documentation demonstrate ❑Does Not [1311311 !energy code compliance for lighting and mechanical systems. [-]Not Observable iSystems serving multiple ❑Not Applicable !dwelling units must demonstrate ;compliance with the commercial ; icode. 403.6 Heating and cooling equipment is;, Heating: Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based ; Btu/hr Btu/hr T❑Does Not on loads per ACCA Manual J or ; other approved methods. Cooling: Cooling: :[]Not Observable Btu/hr Btu/hr ;❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rehnert Residence Report date: 11/14/1 Data filename: P:\Rehnert Residence\REScheck\Rehnert Residence.rck Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 ;Slab edge insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies [FO1]1 ; :❑ Unheated ❑ Unheated Z]Does Not ;table for values. ❑ Heated ;❑ Heated �❑Not Observable '❑Not Applicable 303.2, ;Slab edge insulation installed per ❑Complies 402.2.8 ;manufacturer's instructions. ❑Does Not [FO2]1 ❑Not Observable ❑Not Applicable 402.1.1 ;Slab edge insulation ft ft :❑Complies ;See the Envelope Assemblies [FO3]1 'depth/length. ; :❑Does Not ;table for values. t i :❑Not Observable :❑Not Applicable 402.1.1 ;Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [FO4]1 ;insulation R-value.Where interior; ; :❑Does Not ;table for values. !insulation is used,verification ;may need to occur during : ;❑Not Observable Insulation Inspection. Not :❑Not Applicable ;required in warm-humid locations; :in Climate Zone 3. 303.2 ;Conditioned basement wall ❑Complies ; [FO5]1 iinsulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable ; 402.2.7 ;Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [FO6]1 iinsulation depth of burial or ; ; :❑Does Not ;table for values. 'distance from top of wall. :❑Not Observable ;❑Not Applicable ' 402.2.9 ;Unvented crawl space wall ; R- R- ;❑Complies ;See the Envelope Assemblies [FO7]1 insulation R-value. R_ ' R_ :❑Does Not table for values. ❑Not Observable :❑Not Applicable 303.2 i Unvented crawl space wall ❑Complies [F08]1 'insulation installed per ❑Does Not 'manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 Unvented crawl space continuous ❑Complies [FO9]1 ;vapor retarder installed over ❑Does Not 'exposed earth,joints overlapped •by 6 in.and sealed,extending at ❑Not Observable least 6 in.up and attached to the ❑Not Applicable :wall. 402.2.9 Unvented crawl space wall in. in. :❑Complies ;See the Envelope Assemblies [FO10]1 I insulation depth of burial or : : :❑Does Not table for values. ;distance from top of wall. ' ' i :0Not Observable :❑Not Applicable ' 303.2.1 A protective covering is installed ❑Complies [FO11]2 to protect exposed exterior ❑Does Not Al insulation and extends a : minimum of 6 in.below grade. ❑Not Observable ❑Not Applicable : 403.8 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not J ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rehnert Residence Report date: 11/14/1 Data filename: P:\Rehnert Residence\REScheck\Rehnert Residence.rck Page 4 of10 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rehnert Residence Report date: 11/14/1 Data filename: P:\Rehnert Residence\REScheck\Rehnert Residence.rck Page 5 of10 f Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [ ]1 FR1 �❑Not Observable ` $❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, !average). UDoes Not ;table for values. 402.3.3, ! ' 402.5 ; :❑Not Observable [FR2]1 ; ;❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 tare determined in accordance ❑Does Not !with the NFRC test procedure or jtaken from the default table. ❑Not Observable []Not Applicable 402.3.5 $Sunrooms enclosing conditioned U- U- ;❑Complies [FR8]1 !space have a maximum ❑Does Not $fenestration U-factor of 0.50 in ❑Not Observable ,Climate Zones 4-8. New glazing ;separating the sunroom from ; ❑Not Applicable $conditioned space must meet $code requirements. 402.3.5 ;Sunrooms enclosing conditioned U- U- ;❑Complies [FR9]1 :space have a maximum skylight :❑Does Not U-factor of 0.75 in Climate Zones ! I $4_8 ! 1❑Not Observable ❑Not Applicable 1 402.4.4 Fenestration that is not site built ❑Complies [FR20]1 $is listed and labeled as meeting ❑Does Not $AAMA/WDMA/CSA 101/I.S.2/A440 !or has infiltration rates per NFRC ❑Not Observable �400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 ;Supply ducts in attics are ', R- R- ;❑Complies [FR12]1 ';insulated to 2:R-8.All other ducts 1 R_ R_ ❑Does Not !in unconditioned spaces or joutside the building envelope are ;❑Not Observable insulated to aR-6. :❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 ;air handlers,filter boxes,and ❑Does Not :building cavities used as return !ducts are sealed. ❑Not Observable ❑Not Applicable 403.2.3 f Building cavities are not used for ❑Complies ; [FR15]3 supply ducts. ❑Does Not 1[:]Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105 QF or chilled fluids !❑Does Not below 55 QF are insulated to aR- 1 10-" 3 :[]Not Observable i❑Not Applicable 403.4Circulating service hot water ; R- R- ;❑Complies [FR18]2 S`pipes are insulated to R-2. !❑Does Not $ :[]Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rehnert Residence Report date: 11/14/1 Data filename: PARehnert Residence\REScheck\Rehnert Residence.rck Page 6 of10 Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 Automatic or gravity dampers are ❑Complies (FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) -FYI Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rehnert Residence Report date: 11/14/1 Data filename: P:\Rehnert Residence\REScheck\Rehnert Residence.rck Page 7 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.E ;❑ Steel ❑ Steel :❑Not Observable [IN1]1 E 1 :❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.6 ;manufacturer's instructions,and []Does Not [IN2]1 $'in substantial contact with the ❑Not Observable i underside of the subfloor. ❑Not Applicable 402.1.1, !,Wall insulation R-value.If this is a,; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.4, !mass wall with at least 1/2 of the ❑ Wood ❑ Wood E❑Does Not ;table for values. 402.2.5 wall insulation on the wall ' [IN3]1 (exterior,the exterior insulation ;❑ Mass. ❑ Mass ❑Not Observable requirement applies. ;❑ Steel ;❑ Steel ;❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 ;manufacturer's instructions. IE]Does Not 1 ❑Not Observable ❑Not Applicable 402.2.11 'Sunroom wall insulation has a ; R- ; R- ;❑Complies [IN8]1 ~minimum R-value of R-13. New ; ❑Does Not ij (walls separating the sunroom !from conditioned space must ;❑Not Observable meet code requirements. :❑Not Applicable 303.2 ;Sunroom wall insulation installed ❑Complies [IN9]1 per manufacturer's Instructions. ❑Does Not [--]Not Observable ❑Not Applicable ; 402.2.11 ;Sunroom ceiling minimum ; R- R- ;❑Complies [IN10]1 'Insulation R-value of R-19 in :❑Does Not ;Climate Zones 1-4,and R-24 in (Climate Zones 5-8. ❑Not Observable ❑Not Applicable 303.2 ;Sunroom ceiling insulation is ❑Complies [IN11]1 ;installed per manufacturer's ❑Does Not instructions. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rehnert Residence Report date: 11/14/1 Data filename: P:\Rehnert Residence\REScheck\Rehnert Residence.rck Page 8 of10 i Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value.Where R- ; R- ;❑Complies See the Envelope Assemblies 402.2.1, ;> R-30 is required, R-30 can be ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.2 :used if insulation is not ❑ ❑ :[]Not Observable [FI1]1 ' Steel Steel ' compressed at eaves. R-30 may ;be used for 500 ftz or 20% UNot Applicable ;(whichever is less) where {sufficient space is not available. 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 ;manufacturer's instructions. ❑Does Not [FI2]1 !Blown insulation marked every 1300 ftz. ❑Not Observable ❑Not Applicable 402.2.3 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 l insulation zR-value of the :❑Does Not :adjacent assembly. ' ❑Not Observable : ;❑Not Applicable ; 402.4.2, ;Building envelope tightness ; ACH 50 = ; ACH 50 = ;❑Complies 402.4.2.1 ;verified by blower door test result; :❑Does Not [FI17]1 !of<7 ACH at 50 Pa.This ! 1 4 requirement may instead be met ;[]Not Observable :via visual inspection, in which ❑Not Applicable !case verification may need to ; ,occur during Insulation { Inspection. 402.4.3 Wood-burning fireplaces have ❑Complies ; [FI8]2 gasketed doors and outdoor ❑Does Not combustion air. ; ❑Not Observable ❑Not Applicable 403.2.2 ;Post construction duct tightness ; cfm ; cfm ;❑Complies ; [FI4]1 {test result of s8 cfm to outdoors, ; ❑Does Not :or s12 cfm across systems.Or, : : :❑Not Observable rough-in test result of s6 cfm ,,across systems or s4 cfm ❑Not Applicable (without air handler. Rough-in test; ; !verification may need to occur ; :during Framing Inspection. ! ! ! 403.1.1 1 Programmable thermostats ❑Complies [F19]2 installed on forced air furnaces. ❑Does Not : A) ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not : �✓ ❑Not Observable ❑Not Applicable ! 403.4 Circulating service hot water ❑Complies [17I11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.9.1 Readily accessible switch on ❑Complies [FI12]3 heaters for swimming pools. ❑Does Not : G ❑Not Observable ❑Not Applicable 403.9.2 Timer switches on pool heaters ❑Complies [FI19]3 and pumps are present. ❑Does Not : A ❑Not Observable ❑Not Applicable : 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rehnert Residence Report date: 11/14/1 Data filename: P:\Rehnert Residence\REScheck\Rehnert Residence.rck Page 9 of10 i j Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.9.3 Heated swimming pools have a ❑Complies [F120]3 cover.Covers on pools heated ❑Does Not over 90 aF are insulated to R-12. []Not Observable ❑Not Applicable 404.1 ;50%of lamps in permanent ❑Complies [FI6]1 !fixtures are high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 (Compliance certificate posted. ❑Complies ; [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not equipment have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rehnert Residence Report date: 11/14/1 Data filename: PARehnert Residence\REScheck\Rehnert Residence.rck Page 10 of10 i i 2009 IECC Energy Efficiency Certificate Insulation . Wall 19.80 Floor 40.50 Ceiling/ Roof 26.10 Ductwork (unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.29 Door 0.29 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments t ' Town .of Barnstable. $ La � Regulatory Services. 4s"& Thomas F.Geller,Director, Building Division - Tom.Perry—Buildin&Commissioner 200 Main Street Hyannis,MA 02601 www.town.barnstable -ma.us ' i Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1. Geofb Rehnert :,as Owner of the sub'ectty P J _per hereby authorize E. B.Norris"& Son, Inc. to act on my behalf, in all matters relative to work authorized,by-this.building permit application for: . 285 Seapuit Road, Osterville, MA '' Address-606b) i 12/23/13 Sig6ature of Owner Date Geoffrey Rehnert Print Name j Q:FORMS:OWNERF RMISSION - i r 4 'i ;d+assachuseUs -C=,^+2 .;�rY �' .. ._•..- . i� Board of Suj=.sinq :..eq; at:0^.S 2!td i-icense. CS-015851 CRAIG N ASHVNORTH. F. 138 OST W BARN-STABLE ;{ OSTERVILLE Nf4, 02655 Cornrmssioner 09/28/2015 1 � I v r.✓ 1 I - - r I , j -- Office of Consumer Affairs and Business Regulation _-= 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 102014 Type: Private Corporation Expiration: 6/30/2014 Tr# 223290 ERNEST B. NORRIS & SON INC Craig Ashworth 138 Osterville W. Barnstable rd. Osterville, MA 02655 °Update Address and return card.Mark reason for change. Address Renewal Employment Ej Lost Card SCA 1 i3 20M-05/11 C�/GB ((16//L%IG6/L[UBCI.CC�O �U`'�CCildCf.L'!/[lJG'IIJ License or registration valid for individul use only Office of Consumer Affairs&Business Regulation before the expiration date. If found return to: OME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation registration: .,102014 Type: 10 Park Plaza-Suite 5170 Expiration: 6/30/2014 Private Corporatior• Boston,MA 02116 ERNEST B. NORRIS.&SON INC Craig Ashworth ( ✓/ --z,/ i 138 Osterville W. Barnstable rd. Osterville,MA 02655 Undersecretary No valid without signature OLSEN PLUMBING & HEATING THE HOKUM ROCK CORPORATION To: EB Norris Inc. C/O Jeff Annis: As per our conversation,this is to confirm that there is currently no gas at the Rehnert property boat house located at 285 Seapuit Rd, Osterville, MA 02655. Regards, ry J Ken Olsen Olsen Plumbing & Heating i i FULLER FULL SERVICE ELECTRICAL CONTRACTORS SINCE 19" ELEC' IC* LICENSE A11149 00. 126A MID TECH DRIVE,WEST YARMOUTH, MA 02673 Telephone (508) 775-0030 Fax(508) 775-6977 December 23,2013 Jeff Annis C/o E.B.Norris&Sons Inc. 138 Osterville West Barnstable Rd Ostervllle MA 026SS RE;Renhart,285 Seepuit Rd Osterville MA Hi Jeff, The Electrical power has been disconnected at the Boat House,as of 12/16/13. Please call if you need any further information. Respectfully, Lance ac nerney President/Owner One NSTAR Way,SW-390 Westwood,MA 02090-9230 EL ECTRIC Phone:781-441-3318 Fax: 781441-8721 0A$ Bdan.Reardon@nstar.com s January 30, 2014 Letter regarding service at 285 Seapuit Rd Osterville, MA 02655. To Whom It May Concern: NStar does not currently show a service to the barn on 285 Seapuit Rd Osterville/ Barnstable, Massachusetts 02655. The town must hire an electrician to confirm that there is no electric service to the barn, because the barn could be tied in to a neighboring service unbeknownst to NStar, as the surrounding area is served by a private secondary system. If you have any questions, feel free to contact me. Thanks, Brian Reardon NStar 1 Nstar Way, SW390 Westwood, MA 02090 P 781-441-3318 F 781-441-8721 i i i Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369-1138 MAIN STREET OSTERVILLE,MASSACHUSETTS 02655 J� 04 www.commwater.com iF OFFICE OF u WATER i BOARD OF WATER COMMISSIONERS DEPT. WATER SUPERINTENDENTY ns TEL.No.508-428-6691 FAX.No.508-428-3508 January 29, 2014 Town Of Barnstable Building Department 367 Main Street Hyannis, MA 02601 Re: Account#308 Geoffrey S. Rehnert 285 Seapuit Road Osterville, MA Gentlemen: This letter is to inform you that we have one (1) water service for the "main house" for the property mentioned above. This Water Department does not have a separate water service for the other structure on the property for the "Boat House/Shed", which could possibly a private line. It is our understanding that the owner plans to demolish the"Boat House/Shed" structure. If you have any questions,please call our office at 508-428-6691. Very truly LQ� yours, AL � Glenn Snell Assistant Superintendent GS/jw Cc: E.B. Norris- " "1937 to 2012 Celebrating 75 Years of Service" P 1 Message Page 1 of 1 Stepanis, Fred i From: Stephen Wilson [swilson@baxter-nye.com] _ J Sent: Monday, January 30, 2012 12:23 PM To: Stepanis, Fred / Subject: RE: SE3-4794- Rehnert- pool fence Hi Fred, e 1 -The original pool fence (10-12-2011) has been removed. The old iron gate remains. 2 -The fence was installed as per the yellow highlighted sections. The alternative location (green)was not built. Steve'Wilson From: Stepanis, Fred [mai Ito:Fred.Stepan is@town.ba rnsta ble.ma.us] Sent: Monday, January 30, 2012 12:09 PM To: Stephen Wilson Subject: RE: SE3-4794 - Rehnert- pool fence Hi, Steve. With reference to the Baxter Nye Engineering & Surveying Wetlands Permit Plan dated 12/29/08, revised 11/11/11, and sketched over by Phyllis Cole: please verify: 1. The Chain Link Fence with field location date: October 12, 2011 has been removed (except for the Iron Gate) 2. The relocated fence is located as shown on the plan as Proposed Fence. The fence consists of sections as shown on the plan in yellow hi-lighting Regards, Fred -----Original Message----- D (� From: Stephen Wilson [mailto:swilson@baxter-nye.com] L5 @ }/ Sent: Thursday, January 26, 2012 1:44 PM ]E To: Stepanis, Fred �A N 3 Subject: SE3-4794 - Rehnert - 285 Seapuit Road/Osterville 0 �012 Hi Fred, BARNSTAgLE CONSERVATION Went out today and checked the relocated fence. It has been installed as per the plan prepared by Phyllis Cole. Can the Certificate of Compliance be issued now? Thanks, Steve 1/30/2012 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map "V Parcel D0 0) Application � � ��`•'`=' Health-.Division Date Issued `Z �,V Conservation Division Application Fee Planning Dept. Permit Feb Date Definitive Plan Approved by Planning Board C 0 Historic OKH 1� Preservation/Hyannis ►� Pr Project Street'Address �8 S � IT hQ . Village 05 ,12V L�l/Ct M, 1 c(o AVDAX P Owner REk0E?-,I GFROFf Z�_:Y. 9< L.jkV9- Address lot hv► T't06 rDN A-LE 4 pvtr-DO M6 o2J4q Telephone 0• No 9A" Y"A JI (5n9) 429 tt 6S 0 Permit Request 1D I vQ F I N ) I T-�f i Dg L 46 X 16 S M5 S W-OW t3 0 "k11;'1 ?d/?1 7. _ p'*1ArP Pd 4J Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay �( Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. j Dwelling Type: Single Family ,,4 Two Family ❑ Multi-Family (# units) Age of Existing Structure Y✓ d` Historic House: ❑Yes '�g No On Old King's Highway: ❑Yes \J9 No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑ Other I0116- Basement Finished Area(sq.ft.) IJ I ft Basement Unfinished Area (,s/q.ft) � Number of Baths: Full: existing /- 1 /I new —�l� Half: existing ,+ new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new _First Floor Room Count AJ14 Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ;4 new size _ Barn: ❑existing ❑ new size.6 Attached garage: ❑ existing ❑ new size Ohed: ❑ existing ❑ new size t Other.,l�/>' I - Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ CD Commercial ❑Yes ANo If yes, site plan review# Current Use Ivy Proposed Use g1✓s[ VE�,Jl 1/f2 rya _ -APPLICANT INFORMATION r (BUILDER OR HOMEOWNER) Name G �St �g a-Q1S / �,.I� `Z i Telephone Number Address License# CS I S�S'l V �—I&)2_J L UL;1�1 ft't Home Improvement Contractor# LD 1/0 1 i Worker's Compensation # E7 l►JS7IFie- 77 0-2 0l D ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ATE :141-//0 FOR OFFICIAL USE ONLY APPLICATION# `DATE ISSUED ' MAP/PARCEL NO. - ` ADDRESS ' VILLAGE OWNER r , DATE OF INSPECTION: FOUNDATION i • FRAME ML SQL• `f o , INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL • GAS: ROUGH FINAL ; FINAL BUILDING �� 9 /3 J�71 DATE CLOSED OUT ASSOCIATION PLAN NO: r Th.e Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street t Boston, MA 02I11 sy w ww.m ass.go v1dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Naive (Business/Organization/Individual): Address: City/State/Zip: 1 L11-1 Phone #: Are you an employer?-Check the appropriate box: • Type of project (required): ]. I am a employer with 4. ❑ I am a general contractor and I ti ❑ New construction cinpltiyees(full and/or part time).* have'hired the sub-contractors,. _ _ 2.❑ 1 am a sole proprietor.or partner- listed on the attached sheet. 7. Remodeling These sub-contractors have g, ❑ Demolition ship and bave no employees working for me in any capacity. employees and have workers' 9 ❑ Building addition [No workers' comp. insurance comp. insurance. 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.) 3.El am a homeowner doing all work officers have exercised their 1 LE] Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.) t c. 152, §1(4), and we have no employees. [No workers' 13.[:1 Other comp. insurance required.] t,4ny applicant that checks box#) must also fill out the section below showing their workers'compensation policy info rma.Lion. t Homeowners who submit this affidavil indicating they arc doing all work and then hire ouLside contractors must submit a new affidavil 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 jab site information. 5�12 Insurance Company Name:_T C � 1N Policy # or Self-ins. Lic. #: �� AID 130 ll LO Expiration Date: Or, 0 3 1 Job.Site Address: b5 ✓ � City/State/Zip: �Si;C�R,y1�� ► � Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to-Secure coverage as required under Scc6on 25A ofMCL 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. f do hereby eerti tinder the pains d alties o perjury that the information provided above is true and correct. Si ature: a ' Phone #: . [6. ficial use only. Do not write in this area, to be completed by city or town official y or Town: Permit/License # uing Authority (circle one): oard of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector thertact Person: Phone #: information and fnstructzons :• Massachusetts Gencra) Laws chapter 152 requires all crnploycrs to provide Worker another undcr any o c o their' l p)hyces. CC of Pursuant to this statute, an einployee is defined as "...every person in the scr express or implied, oral or written." An employer is defined as "an-individua), parlocrship, association, oration or other Icgal chtity, or any Iwo or morel ion, corp of the foregoing engaged in a joint cnlciphsc, and including the legal represent al�vcs of a deceased employer, or Ibe receiver or•truslee of an individual partnership, association or other Jegal entity, employing employees. However the owner ofa dwelling h.oL1sc'having,Dol morc""ban fhrcc apartments and who resides !herein, or the occupant of the dwelling house of another who employs persoi?s,lo do mainlcnancc, constriction or repair work on such dwelling house or on the grounds of build�ing'appu[icna,oi their to shell not because of such•employment be deemed to be an cmpioycr.' q It Y -Mn chap ler*,152, §25C(6) also states that "eyerystate or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct biiildiog's.in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coYerage required." Additionally, MGL chaplet 152, §25C(7) stales "Neither the conunonwealth nor any of'is political subdiv,s]ons shall cntcr'into any contract for theperforriiance ofpublic-work until acceptable evidence ofcompliancc with the insurance requirements of this ehaplcr have becnpresentcd to the contracting authonly." Applicants Please fill out.tbe workers' compensation a�davii completely, by checking the boxes that apply to your situation and, if necessary, supply sub contraetor(s) narne(s), address(es)and phone number(s)along with their cerlificale(s) of insurance, Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP) with no employees other than the members or partners, are not required to carry Workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised thal this affidavit may be submitted to the Department of Industrial coverage. Also be sure to sign and date th-e affrdavit. The affidavit should Accidents for confirmation ofinsurancc be returned to the city or town ihal•thc application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the Jaw or if you are required to obtain e workers' compensation policy,please call the Department al the number listed bet oyt. Self inst�r4d companies should enter their self-insurance license number on the appropriate line. City or Town Officials j Please besure that the affidavit is complete and priritca'lcgibly: tTbc DIP artciicnl h,as provided a space al the bottom �.. of the,affidavi!''for you to fill out in the event the Office of 1n�Ycstigadions has to,eonta•cl you rcgardirig the app�i c►�nant r ,Please bz sure Lo fill in thepermit/licensenumbcr which will be used as a,refc'ie'ncc number. Inad.dition an a P current tihal trust submit rnullipJe perm'!/license applications in any given year, need only subrnil one affidavit indica tang ( in _ caty or policy information (if necessary)and under"Job Site Address" Lhc applicant should write '�l Jgcalbcn rovided to the tovm),"A copy of the affdayil tbal has been officially stamped or marked by the city or town Y P applicant as proof that a valid a$�davil is on file for future permits or licenses. Anew affidavi must be filled c,t,t each year. Where a home oyrner or citizen is obtaining a license orpermil not related to any bUS)nesSlpr commcrci a] venture (i.c, a dog license of Penn'(to burn leaves etc.) said person is NOT required to complete this 8i`66vit. nn-adye o-r-y�+n nnp�ratinn and should y Ubayc any questions, The Office of lnyes(igal,00s woMid Mr, 10 �Yki yuo please do not bcsitate to give us a call. The Department's address, lclepbonc and fax number: Tbe.Cornmonwealth ofMassachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Te). 617-727-4900 exi 406'or 1-877-MASSAFE Fax # 617-727-7749 Revised 4-24-07 www.mass.gov/dia f � . Client#:646400 2NORRISEB ACORDTb CERTIFICATE OF LIABILITY INSURANCE 05/26/2010' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 973 lyannough Rd., PO Box 1990 Hyannis, MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Acadia Insurance E.B. Norris&Son.,Inc. INSURER B: 138 Osterville West Barnstable Road INSURER C: Osterville, MA 02655 INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS DD POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MM/DD LIMITS A GENERAL LIABILITY BINDER307009 05/03/10 05/03/11 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $250 000 CLAIMS MADE 51 OCCUR MED EXP(Any one person) $5 000 PERSONAL BADV INJURY $1 000 000. GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY jE a LOC A AUTOMOBILE LIABILITY BINDER307008 05/03/10 05/03/11 COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS X SCHEDULED AUTOS BODILY INJURY $1 000,000 (Per person) + X HIRED AUTOS BODILY INJURY $1 000,000 X NON-OWNED AUTOS (Per accident) + PROPERTY DAMAGE $500 000 (Per accident) + GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESS/UMBRELLA LIABILITY BINDER307011 05/03/10 05/03/11 EACH OCCURRENCE $10 000 000 X OCCUR CLAIMS MADE AGGREGATE $10 000 000 Fx DEDUCTIBLE $ ]RETENTION $0 $ A WORKERS COMPENSATION AND BINDER307010 05/03/10 05/03/11 X WC STATU- DER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT s500,000 OFFICER/MEMBER EXCLUDED? NO E.L.DISEASE-EA EMPLOYEE s500,000 If yes,describe under SPECIAL PROVISIONS below - E.L.DISEASE-POLICY LIMIT s500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS 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 10 Days for Non-Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 'in_ DAYS WRITTEN 200 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis, MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #St9611/M69610 CR © ACORD CORPORATION 1988 I ' 91te -Cammowaieaa Office of Consumer Affairs and Ausiness Regulation E 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 102014 Type: Private Corporation Expiration: 6/30/2012 Tr# 200714 ERNEST B. NORRIS & SON INC Craig Ashworth 138 Osterville W. Barnstable rd. Osterville, MA 02655 Update Address and return card.Mark reason for change. Address ❑ Renewal ❑ Employment 0 Lost Card DPS-CA1 is 50M-04/04-G1001Q216 ��p ,���� Office ac /ko ume'�'rtOA'ti?fair� Ines a iE"on" License or registration valid for individul use only before the expiration date. If found return to: _a HOME IMPROVEMENT CONTRACTOR p Registration: ;>102014 Type: Office of Consumer Affairs and Business Regulation Expiration: 6/30/2012 Private Corporation 10 Park Plaza-Suite 5170Boston,MA 02116 ERaEST B. NORRIS4 SON INC' Craig Ashworth 138 Osterville W. Barnstable`rd. Osterville, MA 02655 Undersecretary Not valid without signature 1_ l ,i MIICHELE: CUDIL09 P.E. Consulting Structural Engineer Centerville,Massachusetts 02632-1979•(503)771-7601 •Fax(508)771-7163 mcudilo@comcast.net November 4,2008 Town of Barnstable Building Department 200 Main St. Hyannis,MA 02601 Attention: Mr. Thomas Perry ADVANCE COPY VIA FAX: 508-790-6230 Building Commissiorter RE: PROPOSED POOL/C:AIBANA 283 SEAPUIT RD.,OSTERVILLE,MA Dear Mr. Perry, At the prior request of my client's representative,Phyllis W. Cole,Landscape Designer,I returned to the above captioned Site on October 29,2009 with Mrs. Cole,for the purpose of addressing the structural requirements of the above captioned project, in particular as related to the observed landscaping in ligbt of the Pool and Cabana building new short retaining wall construction,and fencing requirements,as suitable per Massachusetts State Building Code 70'Edition requirements. I also met with M.s. Cole on October 22,2009 to review the alternatives for the proposed retaining wall,based on existing,topography! The site is residential lot on Darn Pond, inclusive of a one-story residence with attached garage and detached barn building, with a gravel drive at the street front,per Site Plan by Baxter Nye Engineering& Surveying. The grade is relatively level throughout the house area of the lot, and the lot slopes toward the rear,where there is a dock and adjacent wetlands. You informed me that the Town of Barnstable requires that the Swimming Pool Section of the Massachusetts State Building Code needs to be adhered to. During our walk-through of the site existing landscape conditions,we explored supplemental 4' high fencing along highly vegetated areas,in particular(starting at the Garage right non.hern corner traversing counterclockwise), we flagged the following areas that are not to be considered as impenetrable barriers: l. Need 4' fence with access gate between northwest corner of garage directly across to impenetrable rhododendrons;' 2. Right hand side(facing toward the rear),northern rhododendron barrier,vie flagged areas behind hydrangeas,where not:ally impenetrable; 3. Along the northern property line to the coastal bank as we flagged,after careful consideration; 4. Downhill of waterfront:coastal bank,addin;;a 4' high gate at the third lower landing riser,and below dock stair/Landing,as flagged,toward the existing iron gate;at the Seapuit Road right-of-way. The gate will have wire added according to code. 5. Flagged point from southwest end of existing iron gate abo,it 25' along right of way,into the impenetrable area of phragmoides,cat brier,poison ivy,etc. 6. Install 4' high fence behind statue base pedestal to the south,or provide h,;avily branched plants 3-1/2' to 4' high(i.e.yews) in planting clearing pathways; Continued J 'PROPOSED POOL/CABANA 285 SEAPUIT RD.,OSTERVHLLE, MA Page 2 7. Plant out path at left hand side of boathouse to the east; 8. Either side at rear of new Poolhouse/equipment area to be determined in field by Mrs.Cole after foundation and sub-grading completed. In reviewing the 780 CMR 120.M 1.05"Barrier Requirements"the fencing design concepts offered for this project are consistent with the guideline:requirements. It is noted that the 4' non-climbable fence is for toddler protection. Vertical clearance of 2"between grade and bottom of barrier; i Openings shall not allow passage of 4"diameter: of fencing(probably vinyl covered)with smaller 2.25" openings will be provided; Gate meeting same requirements as above shall open outward from pool location,self-closing with self- latching;equipped with locking device; O The pool will be equipped with an automa,:ic pool closure,since the residence wall serves as barrier. Retaining Walls Note that the proposed swimming pool is a self-contained system,and as such doers not require structural retaining walls outside the pool walls at the rear sloped grade. Per approved Conservation Commission Notice of intent play by S. Wilson,RLS, Baxter Nye Engineering& Surveying,to be revised eliminating concrete retaining walls at the southwest along pool,regarded with convex profile,and optionally terraced. Final topographic information will be provided, using 1:1 or 1.5:1 slope in areas. Conclusions and Recommendations The above information provides you with the minimum requirements for maintenance of the structural integrity of above captioned site,namely maintaining the slope without structural walls at the pool southwest side,and completion of barrier fencing. Please call to discuss any of the:above, as we continue to work together on this project. Sin erely, r/ ) Cosigned by Project Landscape Designer, /Ctilo,ichele E. Phyllis W. Cole 614— /2009-24 y ��P4TH Or•�:�. Pe4lC11Ll.t: \ :.\J O CAL>1?..t) SrR?UC A / i Massachusetts - Department Of Public Safety Board of Building Re-,nations and Standards Construction Supervisor License License: CS 15851 Restricted to: 00 CRAIG N ASHWORTH 138 OST W BARNSTABLE OSTERVILLE, MA 02655r3 Expiration: 9/28/2011 ('uuunissi mcr Tr#: 3091 f of rO� Town' of Barnstable Reg-ulatory Services ' al Thomas R.Gefler Director Building Division Tom Perry,Buitdiug.Comnw4oner 200 Main-Street,Hyaanii,.MA 02601 www.tOwrl.'balmvtOle..mn.us 'Off-ice: 508-862-403.8 Pax: :508-790-6230 Property Q.-vale.r Must Complete and Sign This Section If 7sri A$uilde r C.0 .AVO-w=r:;of the!nA - ro 1 P herebyauthorize Perry. to act. .� , .a& 6e r ui.all�auets:relative ro work authorized b. this bu7 ' ' y ding pe�tapplicaton for•. 7. (MchiSS ajo�) Date 1 t1t2t. jaiige j If P--ro rtY_Owxle r is aPP1Y g for permit please com Fete:the HorneoWners License Exediption Form on the reverse side. Q:FORKS:oWkERpERMLSSION rr t'°�'�`�` it _-, '�.a: , M•, 'yip 1 4 ve � vi'� ♦- ai. ¢�' - r ��t sty 9 "i'i. ?� r'- ; ,a�•. ,► .�� M-F!!` � _it j _ I�..�\ 1. _—__ E .,�.�-�-a�-�-.+.. �vi��►•j y�'�r- r�•i �.' f• I 1„ ti.. y'. �{ ii ' IipT 111�� tiet'i !.1 , a ` \ -, .tY��f r r\.. � y�: Ittt tttt V 7 4 •� #'a � l it I ��:' 's�fh.-�+f';#' .��y,9 y` + :� +�. J) �r•�I�1}�t ;a f�+. I t' a r f, k`rr sr t - - 1'i I i 11 nt 11 >VryKs 1S dHr�it - . �R �•�.. "1'tx .Q �, r•1xte!. �� ,,1��-, •'4.-!► '�?. �`-.�:a'd*i: ` ►+a`. ;'�.L#n w -•�-�!,T„ ,mow •+' n t � 4••-. 'p } �-g rh• J' t c � / s r An 9@085B � UU�ooa Now you can improve the appearance and the value of your property. DELGARD Aluminum Ornamental Fence provides the traditional beauty of a wrought iron fence without the high maintenance costs for yearly scraping, sanding and painting. A DELGARD Fence is the intelligent choice for value conscious property owners. DELGARD is a division of the Delair Group Inc., which has been manufacturing high quality outdoor products for 40 years. Our swimming pools, Esther Williams and Johnny Weissmuller, have a reputation of DURABILITY, STRENGTH and QUALITY. When choosing a fence, please make sure you SPECIFY and INSIST upon DELGARD, as there are many imitation products that claim to be as good but will fail to provide you with the level of quality and years of maintenance-free use that a DELGARD fence can. , . DELGARD Aluminum Ornamental Fence is available in three grades, seven standard styles, five standard colors and five standard heights. Custom colors and p styles are available upon 4' yy '/ Y request. There is a DELGARD fence to meet all of 16, N ` your fencing needs. A DELGARD fence will enhance the beauty of your home or property. And your fence will keep its Sb� �t��bto r W z`` good looks because all DELGARD fence is QED g R? Q©or�. _ , manufactured from our extra strong titanium/ � >. L silicon aluminum alloy, the strongest in the industry. Our fence is able to withstand approximately 300 lbs. of downward force without any permanent deformation, approximately 1000 lbs. in commercial grade. W. AM a r, 1 G i 2 — - ~1 DELGARD Residential grade (pictured left) is perfect for swimming pool enclosures and perimeter fencing for small to medium sized prop- erties. It is considered to be the "classic" look V and is available in heights of 36", 42", . 48 , 60 and 72". Matching gates for all grades are available in standard widths from 36" to 72" and come complete with self-closing hinges and our "trademark", —r brass handled latch. .�� ®NE mom Tk DELGARD X'tra (pictured right) offers the residential ; buyer a significantly stronger product while still keeping a `" budget in mind. The 1 x 5/8" picket dimension, in addition to offering added strength, also provides a slightly heavier look which g Y is most appropriate for I d medium to large residential layouts, as well as, light commercial jobs such as condominiums, golf courses, sub-divisions and small developments. The 'X'tra" concept was innovated by DELGARD several years ago and has proven to be _ stronger than any 5/8" square or 3/4" square picket design. ~f 'X'tra" grade is available in 48", 60" and 72" heights. Unique to our X'tra grade of fencing is our GUARDIAN style (pictured above) which is designed to meet the most stringent swimming pool enclosure laws. It comes standard with welded corners and a Magna-Latch (pictured left) on all gates. The welded corners, in addition to adding strength, also provide you an added layer of protection for there is no diagonal brace for children to o climb. The Magna-Latch is a magnetically activated, key lockable o latch for improved child safety. GUARDIAN measures a full 54" high with no exposed pickets—top or bottom. DELGARD is an official distributor of the MAGNA-LATCH in the United States. VERTICAL PULL When added strength and security are concerns, DELGARD Commercial grade (all photos pages 4 & 5) is the appropriate choice. Parking lots, play centers, miniature golf courses, manufacturing and recreational facilities and community swimming pools with high traffic are but a few of the applications that are well suited to this grade. Commercial grade is available in 48", 60", 72", 84" and 94" heights. Matching swing gates are available in standard widths from 36" to 72" and larger gates can be special ordered up to a twenty foot opening. If space is a concern, our cantilever gate might be more appropriate. The ease of operation, as well as, the space saved by sliding the gate rather than swinging it open or closed make it an intelligent alternative. In addition, it is compatible with most gate operators, so remote access control is easily accomplished. Our cantilever gates (pictured right) have one-piece enclosed top and bottom tracks, with four sealed ball-bearing trollies to guide and move it, and are available in openings up to 20ft. The DELGARD Weather Simulator has t A allowed us to continuously test and perfect our exclusive electrostatically applied, Diamond Kote 10,000 paint Snack Bar _- finish in the worst types of weather conditions. Our DELGARD paint finish is proven to be the best in the industry, superior to powder coating. 9 .,r This is why we can offer a lifetime warranty against cracking, chipping and peeling. The key to our durable o paint finish is the way the metal is "pre-treated" before the paint is applied. Unlike many of our competitors = - who offer a similar warranty, on a paint finish that they have only used for a couple of years, we have been using and improving the same process for the last twenty years and have perfected it. ' 90011 I1I AJ p p ! � OAT t Walt Disney World I • ' • • ••' • � • • • ' •' ���y�,�.�»,�;M Ey41 Ott y{- r� ! 'cam zw.Fis • . • I +xI 'r.' t _ r. ,r.5 ' • ' X'��al�F�e�3�''�k-'�.+G'�-dt�,*-�� 5'i'''w'`'`r,�ds+. r�"'&n L 1 • • • • ; � r rSr1 AEI l r 9 r1 • • • • • • • • • • • i fizC 1"t' `%s.Gga� .,d!r@u� yt i7' '�• 'k-�� ^ s•'f. if s • • • • =1 1 iI n(tlGl n it i 7a: t r i r tl{i l tl+P It.; IIIIt; C�19.�� I 1. - R I � F-=-•—�� )iltir�4rrl 1 . ��.��i�'fry r���•r.•. 'gr��j-'. � i I;.• 4 ��yyrT.rthr.rrrrss4•..: Vy r� .—t' r'v�r ( �7 �t ��ry s 3 4 •15�5 '� 1. �. I� F t ,.. r+t MART I felr�: n .- '( yt� t�,�d �11��,`u, '� �=•e- - • rtY S?{.�4t�1",t �y�''Z�, Y.':�.r �t• ! 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All hours under Method 6152 of Federal sides. A cast aluminum post cap t Ornamental Fence as manufactured screw heads shall be painted to match Test Method 141 shall show no comes standard with all posts. by Delgard Aluminum Ornamental the finish of the fence. adhesion loss, with onlyslight fading, t Fence including sections,posts,gates C. Accessories: All castings used for chalking and water staiing D. Gates: Swing gates, Rolling gates I and accessories. g g g• and cantilever gates shall be post caps, finals, scrolls, and latches 6) Outdoor weathering shall show no fabricated according to the shall be made form either zinc or adhesion loss, checkingor crazing, manufacturer's standard methods. Part 2 Products aluminum. Only stainless steel with only slight fade and chalk whn Walk gates shall be self-closing and 2.01 Manufacturer: fasteners may be used with these exposed for one year in Florida facing self-latching. . south at a 45 degree angle.The fencing system shall be accessories g g E.Strength:Assembled sections must (Residential, X'tra or Commercial) 2,03 Finish: 7) Minimum harness of 2H using be able to support a minimum of 300 strength Aluminum Ornamental Fence ASTM D3363 as manufactured by Delgard A. Pretreatment: Before the finish is pounds (residential and X'tra) of vertical load Aluminum Ornamental Fence, 8600 applied, a five-stage Pretreatment 2.04 Construction: the midpoint of any River Road, Delair, NJ 08110. The must be applied to assure maximum horizontal rail l without permanent fence shall be Delgard's style adhesion and corrosion resistance; A.Horizontal rails: Rails shall be 1" deformation, while commercial grade (A,B,C,D,E or F) in residential and Sta a 1: Hi h alkaline cleaner to square channel for residential and must be able to withstand a minimum X'tra strength or M,T,P,L,S or W in g g X'tra grades or 1-5/8"square channel of 1,000 pounds without permanent 9 ) prepare the surface for commercial grade. Pickets shall deformation. Residential strength is commercial strength. The color of the fence system shall be (black, white, Stage 2:Water rinse pass through holes punched in the top available in heights of (3, 3-1/2, 4, 5, bronze or hunter green). Stage 3: Combination of chromic, of the rail. The rail shall have a top 6) feet. X'tra strength is available in phosphoric and hydrofluoric acids that wall thickness of.055"(residential and heights of (4, 5, 6) feet. Commercial 2.02 Materials: produce the chrome-phosphate X'tra)or.070"(commercial)for added strength is available in heights of(4,5, conversion coating for maximum vertical load strength. The number of 6,7,8)feet. A. Aluminum Extrusions: The adhesion and corrosion rails will vary according to grade, horizontal rails of the fence system height and style. 2.05 Warranty: shall be extruded from 6061-T6(or an Stage 4:Water rinse equivalent performing alloy registered Stage 5:Water rinse B. Pickets: Pickets shall be fastened The entire fence system shall have a 9 limited lifetime warranty against and recognized in the Aluminum to the rails using stainless steel defects in workmanship and material Standards and Data book produced B.Coating:After the Pretreatment,the screws painted to match the color of while the finish must also carry a by the Aluminum Association) with a metal is dried and the paint is then the fence. Screws shall be used on limited lifetime warranty against minimum ultimate strength of 38,000 applied. The fence system shall have only one side of the rail, leaving the cracking,chipping or peeling. i psi. Pickets and posts shall be an electrostatically applied baked on other side with a clean appearance. extruded aluminum manufactured flexible acrylic finish that meets or Pickets shall be 5/8" square with a from 6063-T5 alloy (or an equivalent exceeds industry standard tests. .050" wall thickness for residential, Part 3 Execution: performing alloy registered and 5/8"x 1"with a.050"wall thickness for 3.01 Installation: All material must be recognized in the Aluminum C.Tests X'tra and 1" square wit a .065" wall checked upon receipt at the job site prior to Standards and Data book produced 1)AAMA 603(covers test procedures thickness for commercial.Welding the installation to check for any damage that by the Al ultimate strength inum Association)of 22th a for pigmented organic coatings on fence too the rake railnd sillnotallow unacceptable.the may have occurred during transport.The extruded aluminum) fence system must be stored in a safe and psi and a minimum yield strength of dry environment so as to protect it from any 16,000 psi. 2) AAMA 605 (covers high C.Posts:Posts shall be 2"square with potential damage. This aluminum performance organic coatings on a .060" wall thickness for residential Ornamental Fence system must be B. Fasteners: All fasteners shall be architectural extrusions and panels) and X'tra or 2-1/2"square with a.075" installed in accordance with manufacturers stainless steel with zinc dichromate 3)ASTM D2247 (Humidity resistance wall thickness for commercial. Gate standard procedures. coating for enhanced corrosion posts for residential and X'tra shall be resistance. Phillips head screws shall of 1,000 hours) 2"square with a .125"wall thickness, be used to attach the pickets to the 4)ASTM B117 (Salt spray resistance while commercial gate posts shall be STYLES Residential*: AVALON BARCELONA CASTILE DORIA ELBA FLORIDA N/A X'tra*: AVALON BARCELONA CASTILE DORIA ELBA FLORIDA GUARDIAN Commercial*: MADRID TAHOE PRINCETON LAUREL STRATFORD WINSLOW N/A r' A *NOTE:Number of horizontal rails varies according to height.Residential has 15 pickets per section while X'tra and Commercial have 13. *Guardian is available in X'tra only in black,white and hunter green. COLORS: Delgard can be provided by: MRSTER * HRRCO BLACK WHITE BRONZE HUNTER GREEN CORPORATE OFFICE MADE IN 110 East La Habra Boulevard MrT 0EL,,,,,,,,,,,,,,,.GAR0. P.O. Box 365 ALUMINUM ORNAMENTAL FENCE La Habra California 90633 8600 River Road, Delair, NJ 08110 (800) 883-8384 14OAFA i 800 235-0185 (FAX) 609 663-1297 M-H-45190 ,t//. DT 3038-59 r , TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION J I Map. Parcel do A lication o ��� Health,Division Date Issued Conservation Division Q1"J 3 Application PQ Planning,-Dept. _ Permit Fee ��5 ' 63 Date Definitive Plan Approved by Planning Board 91A - N U Historic OKH Preservation/ Hyannis Project Street Address 1-85 5EAPO IT RDA Village clotAUDAx 61?,00P Owner RE1*XPT16E0 FFR9 S* Ss LA1)RA A Address tot vtvWTiw6TotJAV0t 5T00,MA 021.1 Telephone a/0 : 14C. Permit Request IbVIL9 POOL CA5ftt�Pf AS .,PE ATTACRQ; rO1 I N G 5 Square feet: 1 st floor: existing proposed q-30. 2nd floor: existing proposed 1.)I A Total new 4t� 1 r Zoning District —I Flood Plain Groundwater Overlay A) nc Project Valuation quo 1 Construction TypeWo= FPkh;E Lot Size' 4J5 Ar a-ez Grandfathered: ❑Yes )&No If yes, attach supporting documentation. AccEssctzy gLa6. Dwelling Type: Single Family �O Two Family ❑ Multi-Family(# units) Age of Existing Structure I EVJ W6. Historic House: ❑Yes �1 No On Old King's Highway: ❑Yes A No Basement Type: A Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) 460 Number of Baths: Full: existing 1v 1/1 _ new Half: existing N A new N �} Number of Bedrooms: Pl existing new Total Room Count (not including baths): existing _new�_First Floor Room Count '2- Heat Type and Fuel: �d Gas ❑ Oil ❑ Electric ❑ Other Central Air: '0 Yes ❑ No Fireplaces: Existing New 1 Existing wood/coal stove: ❑Yes No Detached garage: ❑'existing ❑ new sizeoPool: ❑ existing ❑ new size A� Barn: ❑existing ❑ new size, Attached garage: ❑existing ❑ new sizeA,�Shed: ❑ existing ❑ new size AY Other: ►J t' Zoning Board of Appeals Authorization ❑ Appeal # A Recorded ❑ a Commercial ❑Yes 4 No If yes, site plan review # Q Current Use DN 1; Proposed Use RE51171;r�T! I• C`A R tJ A� APPLICANT INFORMATION' L%J (BUILDER OR HOMEOWNER) NJ rn Name R I,S1 R. NOR VUU V S O OI 1� Telephone Number �5 08 ! 4-2-9 tt 65 Address lam$ OstE2V LLA -w $ARNSTfl$lE License# CS 15051 05TERV 11-UE ,Kh 0_Lb-56' Home Improvement Contractor# 102 a 14 Worker's Compensation # Ra Qyr:.R 30-7 O I h ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO R. r. < SIG NATUR DATE S ' 1 ' FOR OFFICIAL USE ONLY APPLICATION# DATE ISSEJED 1 PARCEL NO. ADDRESS 'VILLAGE OWNER DATE OF INSPECTION: ' - - f • L ! , FOUNDATION 71 u FRAME 39CA-rft,4 o �Jzzh/ INSULATION (bq lllll - FIREPLACE _ ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ` GAS: ROUGH FINAL y • -� FINAL BUILDING 7 413� L E DATE CLOSED OUT ASSOCIATION PLANJNO. ti " i r. Department oflndustrial Accidents t �• �� Office Oflnvestigations 600 WY shington Street \ Bostonj ALL 02111 t`> ' www.Mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lembly Name(Business/Organization/lndividual): GRNEST g -L�j �CyON �.tNC Address: • Ybb Vb Q�ILI,G— V(r. �f R1�ST�6iE 12n City/State/Zip:.0z1SRVk W,,HA . D j 65ti Phone#:. IT ire you an employer.? Check the appropriate bog: Type of proj ect(required);. Z I am a employer with 4'. ❑ I am a general contractor and employees(fall and/or part-time),* have hiredthe'sub-contractors 6. ❑New construction ❑ I am a sole proprietor or partner listed on the attaEhed sheet+' 7. ❑Remodeling ship and have no employees ' These sub-contractors have 8. ❑Demolition working for me k any-capacity, workers' comp;insurance, g Building addition [No workers' comp, insurance 5. ❑ We are a corporation and its requiie' d,] officers have exercised their 10,❑Eleotricalrepairs or additions ❑ I am a homeowner doing all work right of exemption per MGL. 11.❑Plumbing repairs or additions . myself, [No workers' comp. c, 152, §1(4), and*e have no 12,❑Roof repairs insurance required.] t employees..[No workers' comp.insurance required.] 13,❑ Other my applicant that checks box n I must also fill out the section below showing their workers'compensation policy information, lomeowners wbo submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such, ontractors that check this box must'attacbed an additional sheet showing the name of the sub-contractors and their workers'comp,policy information, rm an employer that is providing workers,compensation insurance for•my employees. Below is the policy and job site formation. surance Company Name: hChPlfl %1 QRAMCE -•licy#or Self-ins,Lic.#; 61017E12 *270-7 0[0 Expiration Date: 05—0 3—h b Site Address: l$S Sun[TCity/State/Zip: OSTE R V 1 LLE 6 XGSS" tach a copy of the workers' compensation policy declaration page (showing the-policy nu _ mber and expiration date). ilure to secure coverage as required under Section 25A of MGL e, 152 can lead to the imposition of criminal penalties of a ;e up to S1,500:00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine up-to$250.Q0 a day against the violator, Be advised that a copy of this statement may be forwarded to the Office of vestigations of the DIA for insurance coverage verification. !o hereby certr;f- der the pains and pe a erjury that the information provided above is true and correct mature Date: one#: Official use only, Do.not write in this area,to be completed by'city or town o.ff.i .ciai City or Town—Permit/License# Issuing Authority(circle one): 1, Board of Health 2.Building Department 3. City/Town Clerk 4,Electrical In 5.Plumbing Inspector 6. Other Contact Person; Phone 4: Client#:646400 21NORRISEB ACORDT CERTIFICATE OF LIABILITY INSURANCE 0DATE(MMIDDIYYYY) 5/26/2010 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 973 lyannough Rd., PO Box 1990 Hyannis, MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Acadia Insurance E.B. Norris&Son., Inc. INSURER B: 138 Osterville West Barnstable Road INSURER C: Osterville, MA 02655 INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS DD POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MM/DD/YY LIMITS A GENERAL LIABILITY _ BINDER307009 05/03/10 05/03/11 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENToccEDrrence) $250 OOO CLAIMS MADE OCCUR MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1,000,000. GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY JEa LOC A AUTOMOBILE LIABILITY BINDER307008 05/03/10 05/03/11 COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $1,000,000 X HIRED AUTOS BODILY INJURY $1,000,000 X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $5OO OOO (Per accident) GARA1 GE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESS/UMBRELLA LIABILITY BINDER307011 05/03/10 05/03/11 EACH OCCURRENCE $10 000 000 X OCCUR CLAIMS MADE AGGREGATE $1 O 00O 000 DEDUCTIBLE $ x RETENTION $O $ A WORKERS COMPENSATION AND BINDER307010 05/03/10 05/03/11 �( TWCDR SLIMITS I I ER TATUS OTH- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $SOO,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? NO E.L.DISEASE-EA EMPLOYEE s500,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT s500,000 JOTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS 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 10 Days for Non-Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL '40 DAYS WRITTEN 200 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis, MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #S69611/M69610 CR © ACORD CORPORATION 1988. r Office of Consumer Affairs and 14usiness Regulation : 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 102014 Type: Private Corporation Expiration: 6/30/2012 Tr# 200714 ERNEST B. NORRIS & SON INC Craig Ashworth 138 Osterville W. Barnstable rd. Osterville, MA 02655 Update Address and return card.Mark reason for change. Address ❑ Renewal n Employment Lost Card DPS-CA1 0 50M-04/04-G101216 V��Office o>"Co�me7�'r°A>zfairs s�ness egu a wn License or registration valid for individul use only AA HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: .102014 Type: Office of Consumer Affairs and Business Regulation g Expiration: 6/30/2012 Private Corporation 10 Park Plaza-Suite 5170 s- Boston,MA 02116 EST B. NORRIS&SON-INC Craig Ashworth 138 Osterville W. Barn-tlable"rd: Osterville, MA 02655 Undersecretary Not valid without signature 1_ I i ,i i Vlussacbusetts- Dep:u•tntcnt of Public Safet.N. Bo;u•d of Building Regulations and Standm-ds Construction Supervisor License License: CS 15851 Restricted to: 00 CRAIG N ASHWORTH 138 OST W BARNSTABLE OSTERVILLE, MA 02655 �r< Expiration: 9/28/2011 Con till issi one r Tr#: 3091 - sT owi of Barnstable ,, Regulatory:Services Thomas k.Geilec;:Director B 1ding Division TOmPerry,BuildiJ3 ComrnissioAer 200 7vlam Street,HyaatvSt.MA 02607 wwzv:town:'barnstabie.ma.us 'Office:. 508-.862-403.8 Fax: :508=790-6230 Properly.(A-W bus t Complete and Sign Tkiis Section f If.USri A Bilde 1 r J ,.as°'Owner.;of chi subjecepxopert7 hereb. authorize :. 1 .: . • all raixears:rely ,, C. to act-at-m lieW,. txvc'Fo;work ati>~hor3z�d byaliis b`ui1:.. p=dmappli. mdon'for. (#dd rii Date MI, �✓ -- —Wne' * appjM.; -g:for permit please complete:fine. Horieotivners I;i°cease Exeixption Form on the reverse side. QiFQRMS.•OWNERpERMLSSION I REScheck Software Version 4.3.1 Compliance Certificate Project Title: Rehnert Pool Cabana Energy Code: 2009 IECC Location: Osterville, Massachusetts Construction Type: Single Family Glazing Area Percentage: 27% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Rehnert Pool Cabana Marian Korfanta 285 Seapuit Rd. Ernest B.Norris&Son,Inc. Osterville,MA 02655 138 Osterville-W.Barnstable Rd. Osterville,MA 02655 508428-1165 . . -Com Compliance: Maximum UA:135 Your UA:100 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 144 30.0 30.0 2 Ceiling 2:Cathedral Ceiling(no attic) 416 30.0 30.0 7 Wall 1:Wood Frame,16"o.c. 765 21.5 21.5 17 Window 1:Wood Frame:Double Pane with Low-E 42 0.280 12 Door 1:Glass 165 0.280 46 Floor 1:Structural Insulated Panels:Over Unconditioned Space 430 25.6 16 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application:The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. M. Korfanta, Estimator Name-Title Signature Date Project Title: Rehnert Pool Cabana Report date: 10/25/10 Data filename:S:\Ext Residential Hmbldr\REScheck Files\REScheck 4.3.1 (March 2010)\Rehnert Pool Cabana 10-25-10.rck Pape 1 of 4 f REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity+R-30.0 continuous insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity+R-30.0 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.5 cavity+R-21.5 continuous insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.280 Comments: Floors: ❑ Floor 1:Structural Insulated Panels:Over Unconditioned Space,R-25.6 assembly R-value Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. Project Title: Rehnert Pool Cabana Report date: 10/25/10 Data filename:S:\Ext Residential HmbIMREScheck Files\REScheck 4.3.1 (March 2010)\Rehnert Pool Cabana 10-25-10.rck Page 2 of 4 (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. SUnrooms:, 0 Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. 0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. Duct Insulation: 0 Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Cj Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2 pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: 0 Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. 0 Timer switches on pool heaters and pumps are present. Project Title: Rehnert Pool Cabana Report date: 10/25/10 Data filename:S:\Ext Residential Hmbldr\REScheck Files\REScheck 4.3.1 (March 2010)\Rehnert_Pool Cabana 10-25-10.rck Page 3 of 4 r - - 3 Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (a)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) i Project Title: Rehnert Pool Cabana Report date: 10/25/10 Data filename:SAExt Residential Hmbldr\REScheck Files\REScheck 4.3.1 (March 2010)\Rehnert Pool Cabana 10-25-10.rck Page 4 of 4 r 2009 IECC Energy Efficiency Certificate Insulation . Ceiling/Roof 60.00 Wall 43.00 Floor/Foundation 25.60 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.28 0.21 Door 0.28 0.21 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments: I F1h4AS' �G �2.1'-1 L,j'�I�r�"1`V'1 L. os-1c l 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS MICt{r'Lc MASSACHUSETTS STATE BUILDING CODE _4° CUDtL0 �� M C 1 o • .Nd•.34 i 74 I ?a4l> A WC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone gTRt1GTt%RAL �' Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' sio ' = Check ----- . - 1.1 SCOPE Wind Speed(3-sec.gust) .................................................. 110 mph Wind Exposure Category .................................... . ... ........ ...... .. B _ 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories sa s stories _ Roof Pitch ........................ ...... (Fig 2) ........ 12:12 //' .... Mean Roof Height .... .................... (Fig 2) ft s 33' Building Width,W .............. (Fig 3 — Building Length,L . (Fig 3) 21-5 ft s 80' _— Building Aspect Ratio(L(W) ... (Fig 4) s 3:1 _ Nominal Height of Tallest Opening' ..,.••.,,, (Fig 4) �"s 6'8" _ . ............ ....... 1.3 FRAMING CONNECTIONS General compliance with framing connections... (Table 2) .................••.,,,,,,, _ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete Concrete Masonry ........................... ................................ _ 2.2 ANCHORAGE TO FOUNDATION'•' Anchor Bolts imbedded or%"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general........... (Table 4) ......... -P..��.. in. _ Bolt Spacing from end/joint of plate .....,, (Fig 5) _ in.s 6"- 12" _ Bolt Embedment-concrete.............. (Fig 5)...... ..... _ 7 in. i 7" Bolt Embedment-masonry.............. (Fig 5 ............ — in.t 15" Plate Washer ......................... (Fig 5) ................... z 3"x 3"x t/4" _- 3.1 FLOORS Floor framing member spans checked ......... (per 780 CMR 55.00) ......... _ Maximum Floor Opening Dimension .......... (Fig 6) ................�/ }_ft s 12' _ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) ............. Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall . (Fig 7) .... _ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall . (Fig 8) ..,,..,.•,,,,,•••• ft s d Floor Bracing at Endwalls ........,. •,,.•• (Fig 9) _ — Floor Sheathing Type ..... ............ ..:•(per 780 CMR 55.00) ....... Floor Sheathing Thickness ................. (per 780 CMR 55.00) ....... _ ••• — n. Floor SheathingFastening '''''—'ld — g •••••••••••••..... (Table 2)�d nails at=in ge/=in field 4.1 WALLS _ Wall Height Loadbearing walls .............. (Fig 10 and Table 5) .. ......... $ft s 10' _ Non-Loadbearing walls .............•... (Fig 10 and Table 5) ...., � ,ft s 20' _ Wall Stud Spacing (Fig ) 2° -W in. s 24"o.c. _ P g ••••••••••�••••••••••.. Fi lOandTableS 1. ..�. Wall Story Offsets ........................ (Figs 7&8) ...............,.. � ft s d _ 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls .......... ,'.... . (Table 5) _-tom Non-Loadbearing walls ..........,,•.••• (Table 5) 2x, ft in. _ Gable End Wall Bracing' Full Height Endwall Studs ............... (Fig 10) WSP Attic Floor Length .••••••• (Fig 11) ; 14. ...ft z W/3 _ a Gypsum Ceiling Length(if WSP not used)(Fig 11) ............••,•,,,•, fi i 0.9w _ and 2 x 4 Continuous Literal Brace 0 6 ft.n.c...(Fig I I)........................ _ ur I x 3 ceiling lbrring strips (0 16"spacing thin.with 2 x 4 blocking @ 4 ft.spacing in. .end joist or truss bays ... . ........... ...... ...... ... . ..... Double Top Plate Splice Length....•CD.K�tC(L5••ON-UV—. (Fig 13 and Table 6) 2 ft Splice Connection(no,of 16d common nai4s)(Table 6). ...................7.•,,,• a — 1054 780 CMR-Seventh Edition 12/28/07 (Effective 1/l/08) cam-C' �N OF Mq '. 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 205 act PSsO, O' 1,rlCNELE APPENDICES0S�vt�— HA r CUDILO A Loadbearing Wall Connections o 14o.34774 N Lateral(no.of 16d common nails) ... ...... u STRUCTURAL Non-Loadbearing Wall Connections (Tables 7) . ... ..... ..... .. . .. .. .... _ Lateral(no.of 16d common nails) ......... (Table 8) .. .. ...... .... ........... _ "FOts `, y�?, Load_Beanng_W.-all-Openings-(record-largest-opening-burc heck—al Ipenings-for compliance to Table 9j-- Header Spans.. ..... .. ... .... ..... .... .. ..... .... (Table 9) la ft O in. s 11' Sill Plate Spans .. ..................... (Table 9) ft in.s 11' — Full (Studs Height no.of studs — g ) ......... (Table 9) . ..CS�... . .. .. .. .......� 2_ _ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...... ... . . .. .............. (Table 9) �ft O in. s 12' _ Sill Plate Spans.... ... ... .... ......... .. (Table 9) eft�in. s 12" _ i Full Height Studs(no.of studs) ........... Table 9) ... . .. . .?.. . . .. .. . .... .. .k _ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,® 1 Nominal Height of Tallest Opening'... .... . s 6'8" .... _ ........ .. ........ .. . ... Sheathing Type ... ...... .. ... ... ... .. (note 4).... .......... . . a _. . .. .. � Edge Nail Spacing . . .. ... ............ (Table 10 or note 4 if less) .. .. ... .. . .Field Nail Spacing (Table 10).. . . ..... . . . .. Iin in. _ Shear Connection(no.of 16d common nails)(Table 10) .. . Percent Full-Height Sheathing ....... . (Table ]0 t SET— n 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts). .. ....... .o Maximum Building Dimension© 1 — Nominal Height of Tallest Opening v Sheathing Type ...... . .. ............ . (note 4).... .... .... .. .. . . .... ... — Edge Nail Spacing .... ... . ... ........ (Table I 1 or note 4 if less) . . . ...... 3 in. _ Field Nail Spacing ....... ............ (Table 11)...... ..... . ... ...... . 2in. _ Shear Connection(no.of 16d common nails)(Table 11) tF1 — t Percent Full-Height Sheathing .. ........ (Table 11)... ..... . ..... .. ... . �,�•�, •.�=•..�$% 5tt apT� 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).... . .... .. �O vtAt-L- Wall Cladding ��Zl OP�4 Rated for Wind Speed? ...... ................. .... . . ....... . ... .. ............ . Df4L`( t 5.1 ROOFS ' Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) _ Roof Overhang.. . ........................ (Figure 19) ......Lf ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls — Proprietary Connectors Uplift . (Table 12)................ .... u=2 _ �a►�P 1�2,5� . Lateral ...... ....... ............... (Table 12).......... ...... . =� — Shear.. ........ .................... (Table 12).... LS= I _ Ridge Strap Connections,if collar ties not used per page 21(Table I ).. ....... .... T= <tNIPSe.( LSTA(2 Gable Rake Outlooker .. .. (Figure 20) .a( N ft s smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls GGG — Proprietary Connectors Uplift ... .... ... ... .. .............. (Table 14)............ .... ... . U lb. _ Lateral(no.of 16d common nails) ....... (Table 14)..... ....... ... .... L==lb. _ Roof Sheathing Type ............... ....... (per 780 CMR 58.00 and 59. Roof Sheathing Thickness ........ —7 ) — Roof Sheathing Fastening in. Z 7/16"W.SP _ ...... .......... .. (Table 2) .. ...8 d.�.• •.".>rj�?���`jq$Jam_ Notes: I. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps pet Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 ! d. All Straps per Figure 17 t e. Comer Stud Hold Downs per Figure I8a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. rnn oonom sill prate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and I I and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements I 12/28/07 (Effective I/1/08) 780 CMR-Seventh Edition 1055 A 6VC' Gttide to Wood Cottstrctctiott hi High Whid Areas: 110 t►tph Wind Zotte 2S5 f v I T Massachusetts Checklist for Compli-,ince 17s0 CMR -i3Q1.2.1.1)' 3 o J 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b—Wood-Structural-Panels-shall-be-minimum-thickness-o(7/16!and-be-installed-as-follows: ` i. Panels shall be installed with strength axis parallel to studs. II ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment WHEN THS EDGE fits M ON ri1AAr►IO uat±Sid NAL$ AT 6bL ' 11 11 1/ 11 11- 11 Y M 11 11 1 11 1 It 11 11 11 11 M N 11 11 11 11 1/ 11 /1 II,F O A 11 N 11 4 11 �1 ,l•�tl V � F 1 i ii II 11 11 I 11 11 11 Its DOUlLE EDGE % WALSPACM PANSL— -• �1. i See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment i f I I AIVC Guile to Wood Couslruclio►► i►► High Whid Arens: 110 ►uph ll r►I(l Zo►Ie MassaChllsettS Checklist for Compliance (780 CMlI i3I)l.2.l.l)I � V i ' a , i r ' � o FRAfAM MEMBERS t � � see• , 1 , K STAGGERED "A&PATO Mi PANEL PAWL EDGE DOUBLE NAIL EDGE SPAMG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment I r GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS I. All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code, latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min. 518"diameter, 12" long,w/2-1/2"hook spaced 4' o/c,ppr in concrete piers w/ --Simpson ABU-series base;SPACED"2'o/ii for slab=on:grade cohstructiori(i.e`Garage).`"—U'a''n' FRAMING 1. All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load: Criteria used for 110 MPH Exposure B 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively, field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c. Laminated Veneer Lumber:All L.V.L. shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi.Fc_per=-750 psi. Fc_par2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: U480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 48"o/c; Rafter to Ridge Plate: Collar ties min. Ix6@ 48"o/c at top or Simpson Straps over top of plywood spaced 48"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 48"o/c 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32" larger than bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7.Blocking: a.Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'4'o/c,maximum height. Comers to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea.End ON OF Ads d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at tall ed sy plywood edges to this blocking �0 ' MICHELE c�� 8.Nailing Schedule: o CUDILO m All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. No.34774 Multiple Studs 16d @ 12"staggered STRUCTURAL a.All nails shall be common wire nails. v b. Sub-bore where;nails tend to split wood. -0 9. Headers less than 4' ",use 2-2x6;all others per MA State Building Code Table 5502.5(1) d,(2 �. NAL.I- MICHELE CUDILO, P.E. Consulting Structural Enaineer 123 Cottonwood Lane, Centerville, Massachusetts 02632 2�d5SEt�P�rt. 1°0A-b Drown By: MC Dote7_11 .10 'Drawing �(IU,C- MAl, I Scale: AS NOTED Rev. 0 File Name� 15 Project No.: S SK- q 1 . _L,7) VY1 t•ri 0: 1 marc%.1 KHI I%J UOLLJ VVI1rl VVIV IIIVU%JVJ VYV<JLO J1rtvli.I UIlML rP%IVL-v. JI IL-MI 1111YV OUTSIDE ELEVATION- SIDE ELEVATION • - Extent of header two braced wall segments) �----- Extent of header (one braced wall segment) 1 ,�:�� •� -, Min. 1,000 lb Pony Broced wall se ment '>' '`•, g i, v tension strap.' wall �.� _.per IRC Table_R602.1.0._4— _ _ _ ; , _ height ' i- , i -Strap shall-be ,1 + - •�: centered at �yy�, ,a,'��.� bottom of • •, •,•. • • :��.� 3 �tR 'q I �Yb� v� -t t f ly 1f v�t X v a:. ! • ,•. i `xa� � header. �•, :• • ••�..� �.,.�'1$:iw�.," .. iE N.,•.�J»• '�s.it.�.A..il' ;J;�t•. .w3 3 rl l � ; ■ • �• • ,• 1 .,,• - ----- -- 2 to 18 (finished opening width) �;� ;� .;t . •; . I lbd sinker nails (0.148' �•;�: '• ; Fasten sheathing to header with 8d common ,x. nails (0.131"x 2-1/2") in 3" grid pattern as shown :=''>>' "" r x 3-1/4 in and nd 3" o.c. in all framing (studs and sills) typ. r •; i 1 2 rows jr .,. .,5. r.t. . ,r I•W .. I N. 3' a.c. Header shall be fastened to the king stud r , 1, ,,:... .. .: . i Wood struc- tht' ,.�., :�.�.: with 6-16d sinker nails (0.148 x 3-1/4 ) % L5^,.,:. , •��- j•;::,. . ;-; - i�a;r,li , ,. .�:; tural panel Minimum 1,000 lb strap shall be - ;„:: . h r..:;<: 10' '„ , must be I•'. centered at bottom of header and installed `? I•,•n •�; i continuous max. ���'_ 1� on backside as shown on side elevation" from to of height p I r: -------- , > ., , .,- , wall to botton For a panel splice (if needed), ----••-- r; .. � : ,.,. :.. of wall or ti ,•,• panel edges shall be blocked and a=, ,; •, ,f, 1't ,x I�. ��' -,�•��, occur within middle 24r of wall height from top of r��, •� � t.r...� �.,.:✓;:�•; wall to Wood structural panel strength axis 1•,ti -1 permitted splice area ,•': J7,� � }I ;:.:: I • ,� � F 1 I' Min. number of studs shown') �: w�� a, `;•r 77 1M• t, t ,, 7/16" min. Min. length based on 6:1 aspect ratio. G , L�<�,, •;•; ;,•. thickness !4-1 For example:16" min. for 8' height. r; ;r�• xa — e eLa:. wood • ' ' Li Li . structural panel — Anchor bolt per IRC Table R403.1 .6 typ. --' sheathing Min. 2"x2"x3/16" plate washer No. of jack studs per te: ��h IRC Table R502.5(1&2) )ee Table 1 ��t �S 1�' � W/gf s0� _,M Not to scal OVER CONCRETE OR MASONRY BLOCK FOUNDATION Form No. J740 ■ C 2008 APA - The Engineered Wood Association • wwv. - �(z-T_u_ .o��. MICHELE CUDILO, P.E. Consulting Structural Engineer 12Z Cotton+rood r.. . Gemerv%N, MOROCt1Yte'lt3 020J2 Drawn By: MC Date: 0 2/2 o Drawing �S T cT�Vll� "e 0 A Scale. AS NOTED Rev. 0 q s�— � File Name: Project No.: _ r Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP.File Number: WPA Form 5 - Order of Conditions SE3- 4794 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code ---�---�� _^A_General_t.nformation:»_�_:-- Important: Bamstable When filling ?-From: Conservation Commission out forms on the computer, 2.This issuance is for(check one): a. ® Order of Conditions b. ❑ Amended Order of Conditions use only the tab key to 3.To: Applicant:. move your cursor-do not: Geoffrey and Laura Rehnert use the return a.First Name b.Last Name key. c.Organization . 9 White House Lane d.Mailing Address Weston MA .02493 e.City/town f.State g.Zip Code 4. Property Owner(if different from applicant): a.First Name b.Last Name c.Organization d.Mailing Address e.Cityrrown. f.State g.Zip Code 5. Project Location: 285 Seapuit:Road Osterville StreetAddress.. b. 11age ... : 095 007-001 c.Assessors Map Nuntber d.Assessors Parcel Number Latitude:and Longitude,if known:-. e:Latitude f.Longitude . 6. . Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Barnstable: 184943 5728-G &H Lots 6&8 a.County b.Certificate Number(if registered land)/Plan I Lot# c.Book d.Page 7. Dates: January 21,2009 February 17,2009 FEB 2 3 2009 a:Date Notice of Intent Filed b.Date Public Hearing Closed c.Date of Issuance a.. Final Approved.Plans and Other Documents (attach additional plan or document references as needed): Revised Site Plan - a.Plan Tide t Baxter Nye Engineering Engineeiring&Surveying Stephen Wilson, P.E. b.Prepared By c.Signed and Stamped by February 18,2009 1^=20' ' d.Final Revision Date t e.Scale R f.Additional Plan or Document Tide g pie N BAXTER NYE ENGINEERING&SURVEYING Wpafbrrh5.doc'- iev.227108 Bamstable revised 4L712008 �7$North Street, 3`"F166T Page 1 of 10 . v Tom. 1� ♦ .. Ar♦/A♦ r Massachusetts Department of Environmental Protection Bureau'of Resource Protection -Wetlands MassDEP File Number: WPA form 5 — Order of Conditions SE3- 4794 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and §237-1 to § 237-14 Town of Barnstable Code - BeTindings.. �. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which . . work is proposed is significant to the following interests of the Wetlands Protection Act.Check all that apply: a. ❑ Public Water Supply b: ❑. Land Containing Shellfish c. ® Prevention of Pollution d. ❑ Private Water Supply e. ❑ Fisheries . f ® Protection of Wildlife Habitat g. ❑ Groundwater Supply . h. ® Storm Damage Prevention i. ® Flood Control 2 This Commission hereby finds the project,as proposed,is:(check one.of the following boxes) Approved subject to: a. ® the following conditions which.are necessary in accordance with the.performance standards set forth'in the wetlands regulations.This.Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following.'General Conditions,and any other-special conditions attached to this Order.To the extent that the following conditions modify or differ.from the.plans,-'specifications,or other proposals submitted with the Notice of Intent, these conditions shall*control' . Denied because: b. ❑ the proposed work:•cannot be:conditioned-to meet the performance standards set forth'in the wetland regulations.Therefore,work on this project may.not go forward unless and until a new Notice of Intent'is submitted which provides measures which are adequate to protect these interests,and a .._..final Order_of-:Conditions:-is=issued:A-deschpiion•of the-performance-standards°which-the : - proposed work cannot meet is attached to this Order. ❑ the information submitted by-the applicant'is-not-suf6cient-is -the-site;tlie•work;or the effect of the wofk.on the'interests identified.iri the Wetlands Protection Act Therefore.,work�6n this project may not go forward,unless and.until a revised Notice of Intent is submitted which provides sufficient in'forrhation'and.includes measures which are adequate to protect the Act's.int4ests, and a final Order of Conditions is issued.A description of the specific information which.is.iacking and .why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c): Inland Resource Area Impacts: Check all that apply below.(For Approvals Only) 3. ❑ Buffer Zone Impacts:Shortest distance between limit of project disturbance and wetland boundary(if•available) a.linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement". a. ❑ Bank a.linear feet b.linear feet c.linear feet d.linear feet s. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet . d.square feet 6. ❑ Land Under VllaterbOdieS a.square feet b.square feet C.square feet d.square feet and Waterways e.cly dredged f.cly dredged wpafonn5:doc-rev.227/08 Barnstable revised NI 2608 Page 2 0110. i Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands . MassDEP File Number: WPA Form 5 - Order of Conditions SE3- 4794 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1.to § 237-14 Town of Barnstable Code -----._---..�.------•- -B,--^Find:ings:(cost..)-------==_=���-'--��:__ __. _..__=•=_-_�--=_=�:-----.:�=.-�.:._�._.._.—� ��._-_. Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 7. . ❑ Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet . Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet 8. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet s.. ❑ Riverfront area a.total sq.feet b.total sq.feet S,q ft within 100 ft c.square feet d.square feet e:square feet f.square feet sq ft between 100-200 ft g.square feet h.square feet i.square feet j.square feet .Coastal Resource Area Impacts:Check all that apply below. (For Approvals Only) 10. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below ❑ .Land Under the Ocean a.square feet b.square feet P.dy dredged d.dy dredged = 12. .❑ 'Barrier Beaches : Indicate size tinder Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches — _-.a..squ'are.feet : .. ....b•.-square-feet:. .. .-c..cly-nounshmt .. ..d ely-nourishmt: i4.:.❑ Coastal Dunes a:square feet b.square'feet c.cry nourishmt d.cty nourishmt _.. ..• __._.•Ibl 15. Coastal Banks buffer b.linear feet . .is." ❑ Rocky Intertidal Shores a.squarefeet b.square feet 17. ❑. Salt Marshes a.square feet 'b.square feet c.square feet d.square feet 18. ❑ Land Under Salt Ponds a.square feet b.square feet c.cty dredged d.cty dredged 1s. ❑ Land Contairiing Shellfish a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean,and/or inland Land Under Waterbodies and Waterways, above a.c/y dredged b.c ly dredged 21. ❑ Land Subject to Coastal Storm Flowage a:square feet b.square feet ..��o'rttS:doc•"reG:2/27lOB .. Bamstable revised 4/112008 Page 3 of 10 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File.Number: .. WPA Form 5 - Order of Conditions SE3- 4794 Massachusetts Wetlands Protection Act M.G.L: c. 131, §40 and §237-1 to § 237-14 Town of Barnstable Code C-GGene.ral_Co.nditio:ns-Under,-Massacht sefts Wetlands-Protection Act=--- (only applicable to approved projects) 1. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures,shall be deemed cause to revoke or modify this Order. 2: The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal,state,or local statutes,ordinances, bylaws., or regulations. 4. .The work authorized hereunder shall be completed within three years from the date of this Order unless either.of the following apply:. a. .the work is a maintenance dredging project as provided for in the Act;or b. the time for completion has been extended to a specified date more than three years,but less than five years,from the date of issuance: If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting the extended time.period are set forth as a special condition in.this Order. 5. This Order may be extended by the issuing authority for-one or more periods of up to three years each upon application.to the issuing authority at least 30 days prior to.the expiration date,of the Order. 6. Any fill used in connection with this project shall be..clean fill.Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber,`bricks,plaster,wire, lath, paper,cardboard, pipe,tires, ashes, refrigerators, motor vehicles,or parts of any of the foregoing. 7. : This Order is not final until all administrative appeal periods.from this Order have elapsed, or if such an a_. eal has.been.;taken,'.until.all..proceedings..before-the-Departmerit have=been-completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the . . Registry_of.:D.eeds..or..the-Land..:Court•for-the-district-in•which-the�land-'is•located wwithin�-the•chain-of-title - of.the affected pr9perty.In the case-of recorded land,.the Final'Oider shall-also be noted in the .. Registry's Grantor Index under the name of the owner of the land upon which•the proposed work is to be-done. In the-.case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title'of the owner of the land upon which the proposed work is done.The recording information shall be submitted to this Conservation Commission on the form atthe end of this Order, which foram must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three.square feet in size bearing the words, "Massachusetts Department of Environmental Protection"[or,"MassDEPI "File Number SE3-4794 " w mforr iS:doc-rev.2t27/08 Bamsta6 revised 4/112006 page 4 of 10 r Massachusetts Department of Environmental.Protection Bureau of Resource Protection Wetlands MassDEP.File Number: WPA Form 5 — Order of Conditions SE3- 4794 Massachusetts Wetlands Protection Act M.G.L. c. 131,.§40 and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act - - 10. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 11. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at.reasonable.hours to evaluate compliance with the conditions stated in this Order,and may require the submittal of any- data deemed necessary by the Conservation Commission,or Department for that evaivation'. 15. This Order of Conditions shall apply to any successor in interest or successorn control of the property subject to this Order and to any contractor or other person performing.work conditioned by this Order. 16. Prior to the start-of work,'and.if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in.the vicinity of the proposed work area shall be marked.-by wooden stakes or flagging. Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance.has been issued by the Conservation Commission. . . 17. All sedimentation barriers shall be maintained in good repair uriti all.disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments:be.deo6sited.in a wetland or water body. During construction,the applicant or his/her-designee-shall,inspect the-erosion controls ..on a daily basis and-shall remove.accumulated_sediments.as._needed,_The:apPlicant hall:,immediately at occur at the site and s control any erosion problems that also immediately.notify.the Conservation Commission,which reserves.the right to require additional erosion and/or damage prevention controls .-it may deem necessa.ry.,.Sedime'ntation.barriers shall:serve.as_the_limit,of work-unless..another-,limit-of - work line has been approved by this Order. . 18. The work associated.with this Order is(1) is not(2)®subjecttd�the'Massachusetts Stormwater Policy Standards. If the work is subject to the Stormwater Policy,the following conditions apply to this work and are incorporated into this Order: a) No*work,including site preparation,land disturbance,construction and redevelbpment, shall commence unless and until the construction period pollution prevention and erosion and sedimentation control plan required by Stormwater Standard 8 is approved in writing by the issuing authority.' Until the site is fully stabilized,construction period erosion,'sedimentation and pollution control measures and best management practices(BMPs)shall be implemented in accordance with . the coristructionperiod pollution prevention and erosion and.sedimentation control plan,and if applicable;the Stormwater Pollution Plan required by the National Discharge Elimination System. Construction General Permit. _ wpafortn5.doc• rev.?27/08 BamsWble revised 4/112068 Page 5 of 10 r Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Number: WPA Form 5 —' Order of Conditions SE3- 4794 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and §237=1 to § 237-14 Town of Barnstable Code - -- --C.-General Conditions Under Massachusetts Wetlands Protection-Act-(cont)- _ b) No stormwater runoff may be discharged to the post-construction stormwater BMPs until written approval is received from the issuing authority. To.request written approval,the following must be submitted: illicit discharge compliance statement required by Stormwater Standard 10 and as-built plans signed and stamped by.a registered professional engineer certifying the site is fully stabilized; all construction period stormwater BMPs and any illicit discharges to the stormwater management system have been removed;and all post-construction stormwater.BMPs,were installed.in accordance with the plans (including all planting plans)approved by the issuing authority,and have been inspected to ensure they are not.damaged and will function properly. c) Prior to requesting a Certificate of Compliance,the responsible party.(defined in General Condition 18(e))shall submit to the issuing authority an Operation and Maintenance(O&M) Compliance Statement for the Stormwater BMPs.This Statement shall identify the responsible party for implementing the Operation and Maintenance Plan and also state that: 1."Future responsible parties shall be notified in writing of their continuing legal responsibility to operate and maintain the stormwater management BMPs and implement the Pollution Prevention Plan;and 2.The Operation and Maintenance Plan for the stormwater BMPs is complete and will be implemented upon receipt of' the Certificate" d) 'Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and,if applicable,the Stormwater Pollution Prevention Plan required by the National Discharge Elimination System Multi-Sector General Permit e) -Unless and until another party accepts responsibility,the issuing authority shall.presume.that the responsible party for maintaining each BMP is the landowner of the.property on which the BMP is located: To overcome.this presumption;the landowner of the property must submit to the issuing authority a legally binding agreement acceptable to the issuing authority evidencing that another entity has accepted.responsibility.for.maintaining.the BMP,and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f)through 18(k)with respect.to that BMP. Any.failure:of the proposed responsible.party to implernent:the _, Fequirements.of-Condft i-ions-18(t)_througf .,1.8(k)with-respect-to-that-BMP--shall--be:a.wiolation=of-the Order of Conditions or-Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot,the legally binding agreement shall also identify the lots that will-be serviced by the stormwater_.BMPs.:.A=plan and.Easernent deed-that-grants-the responsible party.-a' to-perform:the required operation.arnd-.maintenance must be.submitted along with the legally binding agreement.. f). The responsible_party-shall operate.-and maintain all stormwater BMPs in accordance with the design plans,the Operation,and Maintenance Plan section of the approved.Stormwater Report, and. the Massachusetts Stormwater Handbook. g) The responsible party shall: 1. Maintain an operation and maintenance log for-the last three years including inspections, repairs, replacement and disposal(for disposal the log shall indicate the type of material and the.disposal location); 2. Make.this log available to MassDEP and the Conservation Commission,upon request; and 3. Allow members and agents of the MassDEP and the Conservation.Commission to enter and inspect the premises to evaluate and ensure that the responsible party complies with the Operation-and Maintenance requirements for each BMP set forth in the Operations and Maintenance.Plan approved by the issuing authority. h.) All sediments or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal,state,and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 3.10.CMR 10.04 are prohibited. wpaform5.doc-rev.wno/ - Bar stable revised 4/112008 Page 6 of 10 Massachusetts Department of Environmental Protection Bureau of Resource Protection -.Wetlands MassDEP File Number: WPA Form 5 — Order of Conditions SE3- 479a Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and §237-1 to § 237-14 Town of Barnstable Code -- - - - — —C.-General-Conditions Under-Massachusetts Wetlands_Protection-Acticont_)__-_- - j) The stormwater management system approved in the Final Order of Conditions shall not be changed without the prior written approval of the issuing authority. Areas designated as qualifying -pervious areas for purpose of the Low Impact Site Design Credit shall not be altered without the prior written approval of the issuing authority. k). Access for maintenance of stormwater BMPs shall not be obstructed or blocked. Any fencing constructed around stormwater BMPs shall include access.gates. Fences)shall be at least six inches above grade to allow for wildlife passage. Special"Conditions(if you need more space for additional conditions, please attach a text document): D. Findings Under Municipal.Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance.applicable? ® Yes ❑ No 2. The Barnstable' hereby finds(check one that applies): . Conservation Commission a. ❑, that the proposed.work.can*hot be conditioned to.meet the standards set forth in a municipal.'. . ordinance or bylaw specifically: . §237-1 to§.237-14 Town of Bamstable Code 1.Municipal Ordinance or- aw Therefore,work on this project may.not go forward unless and until a revised Notice of Intent is submitted which-provides measures which are adequate to meet these_ standards,:and;_a:fnal;,, ._, .. ,... Order.of Conditions is issued. b. ® that the following additional conditions are necessary to comply with a municipal ordinance or' bylaw: §237-1 to§237-14 Town of Bamstable Code 1..Municipal Ordinance or Bylaw 2.Citation. 3. . The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of intent referenced above.To the extent that.the following.conditions modify or differ.from the plans,specifications, or other proposals submitted with the Notice of Intent;the conditions shall control: The special conditions relating to municipal ordinance or bylaw are as follows(if you need more space for additional conditions,attach a text document): See pp.7.1,1.2,and 7:3 wPafomS.doc rev.227l08 Bartulabae ievised 4/1 M008 Page 7 of 10 r SE3-4794 Name: Geoffrey and Laura Rehnert -- =------ __-Approved Plan=- -- February-18;2009 Revised Site Plan by Stephen Wilson;P:E:- - --------- - Special Conditions of Approval L Preface Caution: Failure to comply with all Conditions of this Order of Conditions may have serious consequences.- The consequence may include: issuance of a Stop Work Order;fines;requirement to remove un-permitted structures;.requirement to re-landscape to original condition;inability to obtain a Certificate of Compliance, and more. The General Conditions of this Order begin on Page 4 and continue on Pages 5,6,and 7. The Special Conditions are contained on Pages 7.1,7.2,and 73,if necessary. All Conditions require your.compliance.. II. Prior.to the start of work,the following.conditions shall be satisfied: I. Within one month of receipt of this Order of Conditions and.prior to the commencement of any work'. approved herein,General Condition Number 8(recording requirement)on Page 4,shall be complied with. 2. It is the responsibility of the applicant,the owner'and/or successor(s)and the project contractors to ensure that all conditions of this.Order are complied with. The applicant shall provide copies of the Order of Conditions and-a roved lans-(and'an rovedtevisions tliereo to ro ect contractors'rior to t$e'start PP P ( Y aPP fl:. P ] p of work Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start of work ' 3. Genera]Condition Number 9 on Page 4(sign requirement)shall be complied with. 4. The Conservation Commission.shall receive written notice one(1)week in-advance of the start of work. 5. . The work-limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer. 6. Staked strawbales backed by trenched-in siltation fencing shall be.set-along the approved work-limit line. Effective sediment controls shall remain until the site is stabilized with•vegetation,then they shall be removed 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission. Note: the straw bales and siltation fence must show in the foreground p.7.1 r (or bottom of the photographs.. III. The following additional Conditions shall govern the project once work begins: 8. General Conditions,Numbers 12 and 13(changes in plan)on Page 5,shall be complied with. -9. --General-Condition Number I7-(iiiaintaiiiing sediiiieni controls)on Page 5,shall be complied with. 10. The work limit shown on the approved plan shall be strictly observed. 11. There shall be no construction.disturbance of the site below(on the wetlands side of)the work limit. 12. The Conservation Commission,its employees and its agents shall have a right of entry to inspect for compliance the provisions of this Order of Conditions. 13. Unless extended,this permit is valid for three years,until M2 3 2012 14. Drywells or,graveled trenches along the drip lines shall be installed to accommodate roof-runoff from the cabana. 15. Pool and spa shall be disinfected by ozone.injection or'altemate method,as approved by the Conservation Commission. Drawdown water shall be sent to a leaching basin. Upon installation,a letter shall be submitted by the installer verifying that disinfection and leaching basin requirements have been met The location and capacity of-the basin shall be verified and the means by which drawdo*u will be directed to the basin shall be described. 16. During'construction,no area shall be left un-mulched or-un-vegetafed•for mote-than thirty(30)days All . areas disturbed during'construction shall be re-vegetated immediately following completion of work at the site::-Mulching shall not serve as a substitute for the requirement to re'vegetate disturbed areas at the -.L onclusio '-of :. :. IT The mitigation.landscaping plan by Phyllis Cole,while not requiredTor the larger project,is highly recommended by the Commission. 1V. After all work is completed,the following condition must be promptly met: 18. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance Where a project has been completed in.accordance.with plans stamped b P p y a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional shall be submitted,'certifying substantial compliance with the plans,setting forth what deviation(s),if any,exists with the record plans 3.2 . approved in the.Order. This stateinent shall accompany the request for a Certificate.of Compliance,along with an undated sequence of color photographs of the undisturbed buffer zone p.7.3 r Massachusetts Department of Environmental Protection Bureau of Resource Protection =Wetlands MassDEP File Number WPA Form 5 - Order of Conditions SE3- 4794 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and §237-1 to 237-14 Town of Barnstable Code E,_.Is•suance This Order is valid for three years, unless otherwise specified as a special F.FR condition pursuant to General Conditions#4,from the date of issuance. 1.Date oMsuan� �nno �Oj'— Please indicate the number of members who will sign this form: 15 This.Order must be signed by a majority of the Conservation Commission. 2.Number of.Signers The Order must be mailed by certified mail(return receipt requested)or hand delivered to the applicant A COPY also must be mailed or hand delivered at the same time to.the.appropriate Departrnent of Environmental Protection Regional Office,if not filing electronically,and the property owner, if different from applicant. Signatures: ; Notary Acknowledgement` Commonwealth of Massachusetts County of Barnstable On this a3Od`I Day of Month Year Before me,the undersighed:Notary Public, -personally appeared : . Name of Document Signer proved to me.through satisfactory evidence of identification,which was/were 2�-S 0.4. �c�..J�CL,*f:C.4L Description of evidence of ide " cation - - - -to be-the person whose' name is'signed on•the receding or attached"docu'merit and'* know'* me that he/she signed it voluntarily for its stated purpose. As member of Barnstable Cityrrown Conservation Commission Signature of Notary Public Printed Name of Notary Public Place notary seal and/or any stamp above My Co issio Expires(Date) TThissby Order is issued to the applicant as follows: LvJ hand delivery on ❑ by certified mail,return receipt requested,on a2 z3Jo ate' Name na re Date wpatomr5.doc•rev.227108 Barnstable revised 41112008 Page 8 of 10 r Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Number: WPA Form 5. 7 Order of Conditions SE3- 4794 . Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and §2374 to § 237-14 Town of Barnstable Code FA pp The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land subject to this.Order,or any ten residents of the city or town in which such land is located,are hereby notified of their right to request the appropriate MassDEP Regional.Office to issue a Superseding Order of Conditions:The request must be made by certified mail or hand delivery to the Department,with the. appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form,as provided in 310 CMR 16.03(7)within ten business days from the date of issuance of this Order..A copy of the .. request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant.Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project.Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public he requesting a Superseding Order or Determination,or providing written information to the Department prior to issuance of a Superseding Order or Determination. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection.Act(M.G.L. c. 131, §40); R and is inconsistent with the wetlands regulations(310 CM 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands-Protection Act or regulations,the Department has no appellate jurisdiction. . Section G, Recording.Information.is available on the following page. wpafomi5.doc• rev:227/08 Ba'mstatile revised 4/11%2008 Page 9 of 10 l Massachusetts Department of Environmental Protection Bureau of Resource Protection-Wetlands MassDEP File Number. WPA Form 5 —Order 'of.Conditions SE3- 4794 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and§ 237-1 to § 237-14.Town of Barnstable Code _ __._... . . ____.G. Recording Information-_ --.--__..___. _ - -- -•----:_ _._ _�����.. ----- - _._ . This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land;the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered.land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on this page shall be submitted to the Conservation Commission listed below. Barnstable Conservation Commission Detach on dotted line,have stamped by the Registry of Deeds and submit to the Conservation Commission. ------ -------------------------------------------------------------------------------------------------------------------- To: Barnstable Conservation Commission Please be advised that the Order of Conditions forthe Project at 285 Seapuit Road, Osterville MA 02655 SE3 4794 Project Location MassDEP Re Number Has been recorded at the Registry of Deeds of: Barnstable County Book Page " for Property Owner and.has been noted in the chain o(titie.of the affected property in:" ..." ....Book. ... . ....... . .......... . .... . - - .. Page In accordance with the Order of Conditions issued on: Date If recorded land,"the iristrument'number identifying this.transaction is: 00c=1,108s661 03-13-2009 8=10 tj Instrument Number 0 If registered land,the document number identifying this transaction is: c Document Number OQo . signature 6can r BAXTER NYE ENGINEERING&SURVEYING -WWO ISAW•rev.?lt= Bemsbiwe reriwd 4111=W 78 North Street, 3`d Floor pawwlo ot,o. . n,).<ni I a Town of Barnstable s : _ Conservation Commission 200 Main Street ----- - - -•-" • . --�� "-Hyannis Massachusetts 02601 ' o�� sos-s62�3 FAX Sob-718 M2 Form A For SE3- 7 ALL PARTIES IWOLVED WrM TM PROJECT MUST SIGN TffiS STATEMENT The undersigaed confirm that they have read and=rstand the Notice of latent.Order of Camditions;and app o"d Plans for the project,The also understand that su advance qp mvdl by the couservatlon Coaardssiom, bsequeat Plan revisions shall require I Please this line. ply gft name am this lice. I Date Other (PkAft SPAY) Date f E Return this form to: Barnstable Cbasdvadoa i 200 Main Street Hyaaafs.MA 02601 Fax:508 779-2412 I ; nv3nvot � f� I i I !. 6 Town of Barnstable Conservation Commission 200 Main Street -- Hyannis-Massachusetts 0260i--4_— of5.ec SO"62.4M PAIL 5W778-W12 Fpr SE3-�� - Diiil Below please find the acmes .,addresses,and business telephone numbers of the project supervisor and altemate pm]ect supervisor who are responsible for ensuring Oa-site compliance With the Order of Conditions. Project Supervisor Alternate Project S upervisor Name Navas Address Address Bus' s ephone# Business Telephone# yfr S .�-- Geof�� Sc oil• h►-�1— ftnt.Name 'a licats-Sign . different). _.D�te' . . Print Name e E J � - Return this fora to: Barnstable Conservation Commission i "0 Main Street,Hyannis,MA 02601 f I =.su= ; ' tt� �yZH OF SO 1 ! L--5TA 12. tAL6.2 Fl- 5oi� R1D4 e�':. o� MICHELE oyG` P��LSSU.zS.0(41L'; o� CUDILO No.34774 v, -7111"WsP W/54 e STRUCTURAL (,"'�G �4ET�D REG, a� S i 4.� �NAL Er`G�. 2x b(�1L �(F11.►J 9 14�" �8� �IMP3o� 2� i�P `M tbct-Z-KaTgV1. 4 + h Is' L riety R-Z1 kr ZA -n oul S _ ---= cLOSEP CEL,L FSW.✓c ' .:. T I ` - Nee_Y :'':... V►�16TU EHNR'T RESIDENCE. PROPOSED POOi Drawn By: MC Date; q �2:8 5 SEAP T ROAROADD ra�.1.ng. Checked By: RE—rWALL Sca e NTS OSTE:RVILLE, MA ' A File. Name. P.roj.ect No: 2009-24 . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Oc Parcel eU/� Application # 0//VCa Health Division DE�pT Date Issued Conservation Division Application Fee 50 . 00 r Planning Dept. WNOFggRn� Permit Fee As, 8v Date Definitive Plan Approved by Planning Board STq�C� Historic - OKH _ Preservation/ Hyannis v .157 Hc$/e-- S �- Project Street Address o cw SCE �� l2ouC� Village ("�!-At✓v l �� Owner T--F— hQV'�" Address �R PJ'tj C00 TelephoneUtJVV II Permit Request (fie MO CQ l OF v ( (S foo✓h S r� ►v G Square feet: 1 st floor: existing MY�proposed 2nd floor: existing 'proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 1W, i Construction Type Lot Size a'K k� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure MD Historic House: ❑Yes X-No On Old King's Highway: ❑_Yes WNo Basement Type: ❑ Full 'Crawl ❑Walkout VQther 'clA 0 L QasIL-P0-ri0 Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) �- Number of Baths: Full: existing C7 new O Half: existing new �r Number of Bedrooms: O existingQ new Total Room Count (not including baths): existing �_new First Floor Room Count l Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric XOther _ Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:oexisting ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 0 existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial, ❑Yeasw ❑ No Iff yes, site plan review # Current Use �S l l� Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name E -3- YDey— Telephone Number Address q nD 'Q yPt g (.1,�\C_ License # _00 3d_s 1 V1h f�11q aZ6 01 Home Improvement Contractor# Email eJ�C a6 me✓ A (oyy sca Sf-`\0 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO fh (o to b_ ►' S SIGNATURE DATE 4 ' FOR OFFICIAL USE ONLY ,4 APPLICATION# r DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER ' DATE OF INSPECTION: FdUNDATION _ FRAME .^I INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL , FINAL BUILDING „ t DATE CLOSED OUT --:: ASSOCIATION PLAN NO. "'r '' Mar. 1., 2016 9: 13AM No. 9124 P. 2 Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Dome Improvement Contractor Registration Registration: 110609 Type: Private Corporation EViratlon: 1 1/312 0 1 6 . Tr## 258860 E J JAXTIMER, BUILDER, INC. ERNEST JAXTIMER 48 ROSARY LN HYANNIS, MA 02601 ' Update Address and return card.Mark reason for change. Address Renewal Employment Lost Card 'Ca 1 E7 20ni•05n 1 V/rG IFonurro)rrbeaN o�'Cb�lri»nc�rua�l Office of Consumer affairs a Business Regulation License or registration Valid for individul use only OME IMPROVEMENT CONTIZ4CYOR before the expiration date. If found return to: aglstration: 110609 type: Office of Consumer Affeirs and Business Re;ulati on, Expiration: .11%3/2016 Prvale Corporation 10 Park Plaza-Suite 5170 � Boston,MA 02116 E J JAXTIMER,BUILDER,INC. - s� ERNEST JAXTIMER 3� 48 ROSARY LN , �g7-f C HYANNIS,MA 02601 [Jgdersecretary Poyvalid without signature V 03 V r-� M Massachusetts Department of Public Safety I Board of Building Regulations and Standards License: CS-003251 ' Construction Supervisor r ERNEST J JAXTIMER r. 48 ROSARY LANE HYANNIS MA 02601 Expiration: Commissioner 01114/2018 . oat . 1 1AAH8rAlnE, _ ,�a� Town of Barnstable Regulatory Services Thomas F.Geller,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 mw.town.barnstable.m a.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I Geoffrey S. Rehnert ,as Owner of the subject property hereby authorize E.J.Jaxtimer Builer, Inc to act on my behalf, in all matters relative to work authorized by this building permit application for: 285 Seapuit Road,Osterville,MA (Address of Job) 12/31/15 S' ature of wncr Date Geoffrey S. Rehnert Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:1Users%decolliklAppDataLLocoMlicrosofll\VindoxvslTemporary Intemet PileslContent.outlook\DDV87AAZ\EXPRESS.doc Revised 072110 REScheck Software Version 4.6.2 Compliance Certificate Project New Party Barn Energy Code: 2012 IECC Location: Osterville, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 888 ft2 Glazing Area 34% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 285 Seapuit Road Geoffrey&Laura Rehnert EJ Jaxtimer Osterville, MA 02655 101 Huntington Ave EJ Jaxtimer Custom Builder Boston, MA 02199 48 Rosary Lane Hyannis, MA 02601 508-778-4911 Compliance: Passes using UA trade-off Compliance: 7.5%Better Than Code Maximum UA: 265 Your ILIA: 245 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Cathedral Ceiling 1,060 40.0 0.0 0.026 28 Floor 1: Slab-On-Grade:Unheated 123 10.0 0.684 84 Insulation depth: 6.0' Wall 1: Wood Frame, 16"o.c. 976 24.0 0.0 0.054 35 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 63 0.290 18 Door 1: Glass 268 0.300 80 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Keith Presswood VP kelth ?�esswod 01-06-2016 Name-Title Signature Date Project Notes: REScheck by Cape Cod Insulation, Inc. 18 Reardon Circle South Yarmouth, Ma. 02664 800-696-6611 # 12606 Project Title: New Party Barn Report date: 01/06/16 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\# 12606.rck Page 1 of 8 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2012 IECC Requirements: 45.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section ; Plans Verified Fieltl Uerifieii` r r' 'h ' # Pre Inspection/Plan Revjew Comphes� Comments/Assumptions ; Value , Value a a t 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 ;documentation demonstrate �// / / ❑Does Not 111 [PR1] :energy code compliance for the ❑Not Observable v ;building envelope. ❑Not Applicable 103 1, ;Construction drawings and �y `� i ¢ �j/ � ❑Complies 103 2, ;documentation demonstrate ter'/ ��� �n�s+ � 8 Does Not 403.7 energycode compliance for P � ��� , a [PR311 li htin y and mechanical s stemsiz �� � � ❑Not Observable 00 'Systems serving multiple ❑Not Applicable �dwelling units must demonstrate s r � ;compliance with the IECC Commercial Provisions. 302 1 Heating and cooling equipment is Heating: Heating: flComplies 403 6 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]z- ;;on loads calculated per ACCA Cooling: Cooling: Manual or other methods ;❑Not Observable V k ] Btu/hr ; Btu/hr ❑Not Applicable licable approved by the code official. 1 ti s Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Party Barn Report date: 01/06/16 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\# 12606.rck Page 2 of 8 e i r SeCtlOn c 3. ... ... Plans Verified Fleld Verlfled a Com lies? ' Comments/Assum dons„F # Foundation Inspection Value Value p p &A 'JD' .. ._,: <. ,. ;,. .x, ,.... .....; , ..,.,.>.. E.,...,u :..;..., ..wi.«:,:..,,..+> u. .Y":. ...>...a�:.9Tt t. ..a..«...� <.r.> ,:1',. S"x r,..>. .C,��..>`'..:., :>...IR......;,::` 402.1.1 ;Slab edge insulation R-value. R- R- ;❑Complies :See the Envelope Assemblies j [FO1]1 ❑ Unheated ;❑ Unheated ❑Does Not ;table for values. ❑ Heated ;❑ Heated ❑Not Observable ; I ❑Not Applicable F//���'d?ri a r airfx r ay�rr ', 303.2, ;Slab edge insulation installed,per /�{ >; � ,,/��� �,�� � ❑Complies °;Requirement will be met. 402 2 9 :manufacturer's instructions. -]Does Not [ ]1 F02 ❑Not Observable ,, ❑Not Applicable 402.1.1 :Slab edge insulation ft ft ;❑Complies See the Envelope Assemblies [F03]1 depth/length. ;❑Does Not table for values. ❑Not Observable ; ❑Not Applicable 303 2 1 'IA protective covering is installed '��y ��� ^ � ��`� �� RIVER.❑Complies ;Requirement will be met. [F011]2 -:Ito protect exposed exterior ❑ ,,� l � ��r,�� F,`,;� Does Not V s insulation and extends a lair i � a � ����'°y r;❑Not Observable ]minimum of 6 in. below grade. Not Applicable 403.8 ,Snow-and ice-melting system y �� i�r � ❑Complies [F012]2 controls installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Party Barn Report date: 01/06/16' Data filename: \\bruins4�PROFILES\kpresswood\My Documents\Documents\REScheck\# 12606.rck Page 3 of 8 Section ' s r 5 3 Plans Uer�fied Field Verified # Framing/,Rough in InspectionMMIMUN Value 'Value F", Complies? Comments/Assumptions &-Req ID` n „kMffii 402.1.1, `Glazing U-factor(area-weighted ; U- U ;❑Complies ;See the Envelope AssembliesY y 402.3.1, average). :❑Does Not ;table for values. 402.3.3. 402.3.6, ❑Not Observable 402.5 ❑Not Applicable [FR211 CQ 303 1 3 U factors of fenestration products `/ �� x/art �j, ❑Complies ;Requirement will be met. � M [FR4]1 :are determined in accordance yam- ,c ¢^� ,� � � []Does Not !with the NFRC test or procedure r v /y rat P ❑Not Observable ; taken from the default table. , ❑Not Applicable it it/ �ji � �,��'$ 402.4.1.1 ;Air barrier and thermal barrier � % r3��,� �� "� ,❑Complies :Requirement will be met. [FR23]1 installed per manufacturer's ❑ Does Not instructions. ❑Not Observable ❑Not Applicable 402 4 3 ;Fenestration that is not site builtM,� f s �r '❑Complies ;Requirement will be met. [FR20]1 'is listed and labeled as meeting ��' ,/ ;❑ Does Not �AAMA/WDMA/CSA 101/1.5.2/A440 ® :or has infiltration rates per NFRC � � ❑Not Observable ; `400 that do not exceed code �s'� �� , � :❑Not Applicable - 402,.4.4. IC-rated recessed.li htin fixtures y/ rl�� v�y /f 'y"❑Com lies Requirement will be met. lighting P q [FR16]2 sealed at housing/interior finish � j � �3,❑Does Not jand labeled to indicate s2.0 cfm 1 ❑Not Observable i r. ",leakage at 75 Pa. ❑Not Applicable 403.2.1 'Supply ducts in attics are R- R- ;❑Complies [FR12]1 ;insulated to>_R-8.All other ducts ' R_ R_ ;❑Does Not :in unconditioned spaces or ; ❑Not Observable ;outside the building envelope are; insulated to >_R-6. ;❑Not Applicable 403.2.2 ;All joints and seams of air ducts ❑Com'x, ���1� �l p ,�� lies [FR13]1 air handlers, and filter boxes are �' ',�� / :[]Does Not ®' ;sealed. • ❑Not Observable ❑Not Applicable 403.2.3 ;Building cavities are not used as ° "� ' y '`""'❑Com lies amp [FR15]3 :ducts or plenums. � ✓ � h ❑Does Not ❑Not Observable ❑Not Applicable 403 3 ?HVAC piping conveying fluids R- R- ;❑Complies [FR1712 `_ above 105 QF or chilled fluids ; ❑Does Not jbelow 55 QF are insulated to >_R 49 i 3. ❑Not Observable +❑Not Applicable 403.3.1 ;Protection of.insulation on HVAC s ` ❑Com lies [FR2411 Piping. x �� r'F��/', ❑Does Not ❑Not Observable ; ❑Not Applicable 403 4 2: ;Hot water pipes are insulated to R - R- ;❑Complies ; [FR181Z .. >R-3. ;❑Does Not LJ :[:]Not Observable ` ❑Not Applicable 403 5 +Automatic or gravity dampers are s .�yr � ` ❑Complies ;Requirement will be met. [FR1912 l.installed on all outdoor air f ❑ Does Not r intakes and exhausts. ��, 1 "� �r .❑Not Observable ; ❑Not Applicable Additional`Comments/Assumptions . 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Party Barn Report date: 01/06/16 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\# 12606.rck . Page 4 of 8 I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Party Barn Report date: 01/06/16 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\# 12606.rck Page 5 of 8 f Section,; - z -- ' ° Plans Ver�f�ed Field verified ` # Insulation,lnspection Value ' Value` tompiies? pp umptions ✓ ��/�% �'303.1 ;All installed insulation is labeled �i� y�/ � �`�zx y'�a''%�I���,,�,����c�l -]complies ;Requirement will be met.,... [IN13J2 or the installed R values " yx�% ❑Does Not g w provided. []Not Observable ; ❑Not Applicable WIN 402.1.1, I Wall insulation R-value. If this is a; R- R- ;❑Complies :See the Envelope Assemblies 402.2.5, mass wall with at least 1h of the ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.E ;wall insulation on the wall l❑ Mass ❑ Mass ❑Not Observable ; [IN3]1 :exterior,the exterior insulation requirement applies(FR10). ;❑ Steel ❑ Steel ❑Not Applicable 303.2 Mall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ,� ,�'� / '� � � ��❑Does Not H _]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) . 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Party Barn Report date: 01/06/16 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\# 12606.rck Page 6 of 8 ... 5ect�on Plans Verified Reid�Yerified j k ' E' c ' # Final Inspection Provisions tomplies� Comments/Assumptions - &'sReq ID, Value Value , yr r 1 o a 7 -..s E 54a.. :E_.�x ..-....r 402.1.1, 'Ceiling insulation R-value. R- R- ;❑Compliesu ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood :❑Does Not ;table for values. 402:2.2, s❑ Steel ❑ Steel 402.2.E ❑Not Observable ' ; [FI1]1 UNot Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies . ;Requirement will be met. 303.2 ;manufacturer's instructions. � yy ; ys`zr ❑Does Not [F12]1 ;Blown insulation marked every ® 300 ft2. / � y�r / wy ![]Not Observable ❑Not Applicable , m...fxa;/r�'.:;//. .,:..,,..oii✓/�Y,/al_:;,,.�'z<'n�„��n..�. ,r..�.'��%�/../ ��� , 4.02.2.3 }Vented attics with air permeable 1 x,r ❑Complies ;Exception: null. [FI22]z Ymsulation include baffle adjacent �a � 'f❑Does Not 5to soffit and eave vents that n y ❑Not Observable ; �. ,extends over insulation. ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 'insulation >_R-value of the :❑Does Not adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [F117]1 'ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ; ❑Not Applicable 403.2.2 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ; handler @ 25 Pa. For rough-in ❑Not Observable :tests,verification may need to ;❑Not Applicable :occur during Framing Inspection. .,09f/0 ��i i/r l .J" 403.2.2.1 ;Air handler leakage designated ��; � � � � ❑Com lies [F124]1 :by manufacturer at<=2%of �� ii a✓ :❑DoespNot ;design airflow. []Not Observable ❑Not Applicable ' 403 1 1 )"Programmable thermostats ' p ❑Com lies [Fl9]2 installed on forced air furnaces. y ' y y ❑Does Not ❑Not Observable ; y y �• ❑Not Applicable 403 1 2 ;Heat pump thermostat installed r � �� % x� ❑Complies [FI1012 ion heat pumps. e� ' n ' ❑Does Not ❑Not Observable ' ❑Not Applicable 403 4 1 Circulating service hot water � '� ` ✓ ",mgmmu ❑Complies [FI11]2 ?systems have automatic or ' ❑ Does Not 'accessible manual controls. ❑Not Observable tii f / y i y ❑Not Applicable - s/�'x: fin.- �rsy✓'� `.�.�r ,.i,.w,,llz,>., s 403 5 1 'All mechanical ventilation system ❑� � ✓�%' +' '� � Com lies , [F125]2 'Ifans not part of tested and listed ' ��' ❑Does Not HVAC equipment meet efficacy ❑Not Observable ;and air flow limits. g ❑Not Applicable 404 1 75%of lamps in permanent 'r a ' 6 f y'P'❑Complies [FI6]1 fixtures or 75%of permanent - , ,x N, , j� ❑ Does Not fixtures have high efficacy lamps Ny []Not Observable Does not apply to low-voltage yM ;lighting• f �%1 oaf %'� xf'<.❑Not Applicable ; ©� . 1 High impact(Tier 1) 2r` Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Party Barn Report date: 01/06/16 Data filename:\\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\# 12606.rck Page 7 of 8 '. SeetlOn - x oe7 5 Plans Uer�fied Field�lerified # Finaf Inspection Provisionsr Value" ` k ' Value Comphes� Comments/Assumptions 404.1.1 ',Fuel gas lighting systems have riys ❑Complies [FI23]3 no continuous pilot light. ❑Does Not [-]Not Observable ; ❑Not Applicable 401.3 iCompliance certificate posted. ✓� ��� �� �/� �y � /'„❑Complies ;Requirement will be met. [FI712 3 yl� �e ❑Does Not U ; f%���" ��� �' � '�✓/��.���,�,",, []Not Observable ❑Not Applicable 303.3 !Manufacturer manuals for a�v��� �aN p� � � � � � � � !❑Com lies [FI18]3 ;mechanical and water heatingy �r� � ��'%� �` ❑Does Not A ;systems have been provided. v } % �j❑Not Observable ; � ,���%�.......,����� v%��,��;.:'✓�//��,�❑Not Applicable , Additional Comments/Assumptions: 1 High Impact(Tier 1) ? Medium Impact(Tier 2) 3" Low Impact(Tier 3) Project Title: New Party Barn Report date: 01/06/16 Data filename: \\bruins4\PROFIL"ES\kpresswood\My Documents\Documents\REScheck\# 12606.rck Page 8 of 8 r. 2012 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 24.00 Below-Grade Wall 0.00 Floor 10.00 Ceiling / Roof 40.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 Door 0.30 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments 1 f The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations- + d 600 Washington Street Boston, MBA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/tCo><n>tractto>rs/E9ectricians/PRumbers Applicant]Information Please Print ILeVibl_V Name(Business/Organization/Individual): 'X�rn� /L V'""( �� 1�e ' Address: City/State/Zip: �� Phone.#: L5?6 7nz' �411 Are you an employer?Check the appropriate box: 'Type of project(required): 1. I am a employer with p(/ 4• ❑ I am a general contractor and I g • \ have hired the sub-contractors 6• New construction employees(full and/or part-time).* 2:❑ I am a sole proprietor or partiier- 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' 9. ❑Building addition [No workers'comp.-insurance comp.insurance.$ 5. ❑ We are a corporation and its 10.❑ required.] Electrical repairs or additions - � ' 3.❑ I am a homeowner doing all work officers have exerciser.their 1 i.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required]f 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: / t CLL A P90 2 1 V OA/ AS u e-,f-NC - Policy#or Self-ins.Lic.#: "aQC !] Expiration Date: I / Job Site Address: ,L- 1� �l, Ciry/State/Zip: s4-e u' UlQT A�I 9 S 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 b or insurance coverage verification. I do hereby certi the pains and penalties of perjury that the information provided above is true and correct. Signafore: Date: Irl _ If 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#: f CERTIFICATiE OF! LIABILITY INSURANCE DATE 01/06/206Y) 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 Erica H.O'Connor HART INSURANCE AGENCY,INC. NAME: 243 MAIN STREET PHONE 508 759 7326 x205 Nc No):508 759 7366 PO BOX 700 ADDRESS. eoconnor@hartinsuranceagency.com BUZZARDS BAY,MA 025320700 INSURERS AFFORDING COVERAGE NAIC# INSURER A: ARBELLA PROTECTION INS CO 41360 INSURED EJ Jaxtimer Builder, Inc INSURER B: ARBELLA INDEMNITY INSURANCE COMPANY 10017 48 Rosary Lane Hyannis,MA 02601 INSURER C INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE INSO ADDL WVD SUER POLICY NUMBER MMLDD/YYYCY Y MM/DDY�V LIMITS A COMMERCIAL GENERAL LIABILITY 8500042039 01/01/2016 01/01/2017 EACH OCCURRENCE $ 1,000,000 DA AGE TO RENTED CLAIMS-MADE FN/ M S OCCUR PREES Ea occurrence) $ 300,000 MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PRO ❑LOC PRODUCTS-COMP/OP AGG $ 2,000,000 JECT OTHER: $ A AUTOMOBILE LIABILITY 1020011547 01/01/2016 01/01/2017 COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accid en A UMBRELLA LIAB OCCUR 4600042040 01/01/2016 01/01/2017 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED RETENTION$ 10,000 $ B WORKERS COMPENSATION 4220048905 01/01/2016 01/01/2017 STATUTE ERH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? a N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF BARNSTABLE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORQED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD z TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel o DD) ±'. Application # 0)6 1 611� 7 Health Division Date Issued < Conservation Division y7 9 1 ?,610 Application Fee Planning Dept. Permit Fee aka' Date Definitive Plan Approved,by Planning Board fJ A t ri - A � hlla Historic OKH 01 s Preservation/Hyannis 0 L A Project Street Address 2 JG' V� b� ILr) Village 0MR V II Lt, K6 Owner_ U RQ:rRT' 6EOFF REY S. & LAJRA A Address o'ti KOWTIW6Toa Ay£ � i 'BOSi 0Q .tik 0,0 9 Telephone coo : 9.B Aoa_Lh $I 5oN�, INI c, Lq-OM 4 2-B -it 6 S robs. Permit Request rOh1SMWT Of,-1'A1Q10(r WA-ws AS VSR hTI-ACRED VRAWIII65. Square feet: 1st floor: existing proposed N(A 2nd floor: existing proposed 0I A Total new Nl ft Zoning District Flood Plain A Groundwater Overlay I��A Project Valuation*4,6,5 00 0 O Construction Type CoM cRE-TT£' Lot Size 2. 8 5 Ac-ms Grandfathered: ❑Yes )`ffi No If yes, attach supporting documentation. Dwelling Type: Single Family., 14 Two Family ❑ Multi-Family (# units) Age of Existing Structure tilk Historic House: ❑Yes ,� No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) eft Basement Unfinished Area(sq.ft) Number of Baths: Full: existing_ new Half: existing lJ f R newer Number of Bedrooms: existing Onew Total Room Count (not including baths): existing _new NIT First Floor Room Count Heat Type and Fuel: ❑Gas , ❑Oil ❑ Electric ❑ Others Central Air: ❑Yes ❑ No Fireplaces: Existing New Q_ Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new sizewPool: ❑ existing ❑ new size�A Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size Shed: ❑ existing ❑ new sizeW&_ Other: ff Zoning Board of Appeals Authorization ❑ Appeal # A114 Recorded ❑ 9 a C:' Commercial ❑Yes No If yes, site plan review* -a --, ca Current Use 0-5tMan r�_ Proposed Use Arst P9601 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ^� Name �D.P]Cy1" J. NDMs C7 Telephone Number(5M 4 9 - r'16-5 Address I% 0519V I We — BARNSTABLE 4• License # 051 Home Improvement Contractor# WON Worker's Compensation # Dlfoy 1e u-7010 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO1.� SIGNATURE DATE //O FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL N0. * ADDRESS VILLAGE r OWNER ' DATE OF INSPECTION: FOUNDATION PACT%;ft_0-1 ?.I( )) f FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ' -_PLUMBING: ROUGH FINAL ` ' GAS: ROUGH FINAL FINAL BUILD. INGawlitgIll ' DATE CLOSED OUT ' !7 ASSOCIATION PLAN NO. r Department of Ind.ustrjaj Accidents' f Office OfIMestigations 600 Washington.Street r� Bos ton, MA 02111 t 1 www.Ynass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organ zation/Individual): ��.�}�� g� N0 �4• V C nK) II�G Address:_ brkR41 ��TMNf �D City/State/Zip: 11Z11 l mil. M Phony#:_. I°J i,re you an employer? Check the appropriate box: Type of proj ect(required);. I am a employer with 4: ❑ I am a general contractor and I 6 El New construction employees(full and/orpart-time).*' have hired the'sub-contractors ❑ I am a sole proprietor or partner listed on the attached sheet,t 7. [J Remodeling ship and have no employees These sub-contractors have $, ❑Demolition working for me in any"capacity. workers' comp;insurance, g. ❑Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required] officers have exercised their 10.(]Eleotricalrepairs or additions ❑ I am a homeowner doing all work right of exemption per MGL. 11.❑Plumbing repairs or additions . myself, [No workers' pomp, c. 152, §1(4), and we have no 12,[]koof repairs' insurance required.] t employees..[No workers' COMP.insurance required.] 13.❑ Other ny applicant that checks box"1 must also fill out the section below showing their workers'compensation policy information. iomeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such, ontractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information, im an employer that is providing workers'compensation insurance foamy employees, Below is the pplicy and job site formation. si rance Company Name: A CA IDI A yvtF_k •Iicy#or Self-ins•Lic.#; _b[Npgi{ M1 n D ExpirationDate• 05 01W b Site Address: �'� `op PL'l`i' b• City/state/Zip: v k� tach a copy of the workers' compensation policy declaration page(showing the-policy number and expiration date). ilure to secure coverage as required under Section 25A of MGL e, 152 can lead to the imposition of criminal penalties of a . to up to$1,500:00 and/or one-year imprisonment, as well as civil penalties in the foam of a STOP WORK ORDER and a fine up-to$250.00 a day against the violator, Be advised that a copy of this statement maybe forwarded to the Office•of vestigations of the DIA fot insurance coverage verification. - !o hereby certify under the pains and pe Ides perjury th the information provided above is true and correc4 mature: ate: 0 2(o A0 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,ElectricaI Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#; ' Client#: 646400 21NORRISEB ACORD- CERTIFICATE OF LIABILITY INSURANCE 05126/2010 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 9 y ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 973 lyannough Rd., PO Box 1990 Hyannis, MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Acadia Insurance E.B.Norris&Son.,Inc. INSURER B: 138 Osterville West Barnstable Road INSURER C: Osterville, MA 02655 INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD DATE MMIDD/YY LIMITS A GENERAL LIABILITY BINDER307009 05/03/10 05/03/11 EACH OCCURRENCE $1 OOO OOO X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED occurrencel $250 OOO CLAIMS MADE 51 OCCUR MED EXP(Any one person) $5 000 RE ES fE, PERSONAL&ADV INJURY $1 OOO 000, GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICYF—j JE a LOC A AUTOMOBILE LIABILITY BINDER307008 05/03/10 05/03/11 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $1 OOO OOO X SCHEDULED AUTOS (Per person) r X HIRED AUTOS BODILY INJURY $1,000,000 X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $500,000 (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESS/UMBRELLA LIABILITY BINDER307011 05/03/10 05/03/11 EACH OCCURRENCE $1 O 000 000 X OCCUR CLAIMS MADE AGGREGATE $1 O 000 000 DEDUCTIBLE $ X RETENTION $O $ TH- A WORKERS COMPENSATION AND BINDER307010 05/03/10 05/03/11 X WC STATU- O=R EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $5OO OOO OFFICER/MEMBER EXCLUDED? NO E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT s500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS 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 10 Days for Non-Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 'In_ DAYS WRITTEN 200 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #S69611/M69610 CR © ACORD CORPORATION 1988 I Massachusetts- Delr:u'tinent of, Public Sai'ety Board of Builtlin!~ Rc!„ulations and Standards Construction Supervisor License License: CS 15851 Restricted to: 00 CRAIG N ASHWORTH t 138 OST W BARNSTABLE OSTERVILLE, MA 02655 Expiration: 9/28/2011 (l nuni,aiuncr Tr#: 3091 I Office of Consumer Affairs and 19usiness Regulation f 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 102014 Type: Private Corporation Expiration: 6/30/2012 Tr# 200714 ERNEST B. NORRIS & SON INC Craig Ashworth 138 Osterville W. Barnstable rd. Osterville, MA 02655 Update Address and return card.Mark reason for change. 0 Address ❑ Renewal Employment Lost Card DPS-CAt ie 50M-04/04-G100,1�216 �.�� Office of Con umerr"W avirs dsines a�"on- License or registration valid for individul use only before the expiration date. If found return to: HOME IMPROVEMENT CONTRACTOR p i Registration: ..102014 Type: Office of Consumer Affairs and Business Regulation Expiration: 6/30/2012 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 ER EST B. NORRIS&.SON:INC Craig Ashworth 138 Osterville W. Barnstable`rd. Osterville,MA 02655 Undersecretary 4NTot valid without signature L L i' Town of Barnstable Reguiatvey Services Thomas F.Geiler.Director. B'Idli tg Division Tom Perry,Building Commissioner 200 Main Strect,Hyazinis,MA,Q2601 Wo.town.barnstabie;fia.uS 'Office: 508-862A038 Fax: .508=790-6230 ProCom lPe Own prty er Mint i ete and Sign This Section IMsin A Builder �o nerf ,as:Dwner.;of the nib*-ce; .to Pert. h*4Ywthor ze b uf, t ACt.03b— behalf,.y I ut all matuets.relative to work authorized bly this ' Pearnit ais IuH -Lc:adon for • � PP 2.8S -(Addiiess of)'ob) .. Date • PricitNauie 1 - •- I If Pro e Owner is'aPplYIn for permit please complete.the. IHomeowners License Exemption Porm on the reverse side, j Q:FORM S:O WNE"ERMLSS10N Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP.File Number: WPA Form 5 - Order of Conditions SE3- 4794 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code A. General Information Important: Barnstable When filling i.From: Conservation Commission out forms on the computer, 2.This issuance is for(check one): a. ® Order of Conditions b. ❑ Amended Order of Conditions use only the tab key to 3.To: Applicant: move your cursor-do not Geoffrey and Laura Rehnert use the return a.First Name b.Last Name key. c.Organization 9 White House Lane d.Mailing Address Weston MA 02493 e.City/Town f.State g.Zip Code 4. Property Owner(if different from applicant): a.First Name b.Last Name c.Organization d.Mailing Address e.City/Town. f.State g.Zip Code 5. Project Location: 285 Seapuit.Road Osterville a;Stregt Address b..Village 095 007-001 c.Assessors Map Number d.Assessors Parcel Number Latitude'and Longitude, if known:. e...-Latitude L Longitude 6. Property recorded at the Registry of Deeds for(attach additional.information if more than one parcel): Barnstable 184943 5728-G &H Lots 6&8 a.County b.Certificate Number(if registered land)/Plan/Lot# c.Book d.Page 7. Dates: January 21,2009 February 17,2009 FEB 2 3 2009 a:Date Notice of Intent Filed b.Date Public Hearing Closed c.Date of Issuance 8.. Final Approved.Plans and Other Documents(attach additional plan or document references as needed): Revised Site Plan a.Plan Title Baxter Nye Engineering&Surveying Stephen Wilson, P.E. b.Prepared B (' P Y C.Signed and Stamped by ° February 18, 2009 1"=20' ° d.Final Revision Date t e.Scale QO f.Additional Plan-or Document Title g.Date N BAXTER NYE ENGINEERING&SURVEYING wpafcft5.doc- rev.2/27108 . - r - . . . ' _ eanstawe revised ai�rzooa 78 North Street, 3d Floor Page 1 or 10 Hyannis,Massachusetts 02601 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions SE3- 4794 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code B. Findings �. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and.presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act.Check all that apply: a. ❑ Public Water Supply b: ❑. Land Containing Shellfish c. ® Prevention of Pollution d. ❑ Private Water Supply e. ❑ Fisheries . f. ® Protection of Wildlife Habitat g. ❑ Groundwater Supply . h. ® Storm Damage Prevention i. ® Flood Control 2 This Commission hereby finds the project,as proposed,is:(check one of the following boxes) Approved subject to: a. ® the following conditions which:are necessary in accordance with the performance standards set forth in the wetlands regulations.This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following.General Conditions,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ.from the.plans;specifications,or other proposals submitted with the Notice of Intent, these conditions shall'control: Denied because: b. ❑ the proposed work.-cannot be'-conditioned-to meet the performance standards set forth in the wetland regulations.Therefore,work on this project may.not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protectthese.interesfs,and a -.final_O.rder-of:Conditions.is=issued.:A-description-of•the-performance-standards°which-the : - proposed work cannot meet is attached to this Order. c: D�the=information submitted by the applicant-is notYsufficient to describe the site;the'work;`or the effect of the work.on the interests identified in the Wetlands Protection Act.Therefore;work on this project may not go forward.unless and.until a revised Notice of Intent is submitted which provides sufficient information and.includes measures which are adequate to protect the Act's.interasts, and a final Order of Conditions is issued.A description of the speck information which.is tacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c): Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) 3. ❑ Buffer Zone Impacts: Shortest distance.between limit of project disturbance and wetland boundary(if'available) a.linearfeet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration. Replacement Replacement 4. ❑ Bank a.linear feet b.linear feet c.linear feet d.linear feet s. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under Waterbodies a.square feet b.square feet c.square feet d.square feet and Waterways e.c/y dredged f.cty dredged wpaform5Aoc• rev.2127/08 Barnstable revised 4/11/E008 Page 2 0110, Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions SE3- 4794 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and §237-1.to § 237-14 Town of Barnstable Code B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 7. . ❑ Bordering Land Subject to flooding a.square feet b.square feet c.square feet d.square feet . Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet 8. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet g.. ❑ Riverfront area a.total sq.feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e:square feet f.square feet Sq ft between 100-200 ft g.square feet h.square feet i.square feet j.square feet .Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) 10. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 11. ❑ .Land Under the Ocean a.square feet b.square feet c.cty dredged d.Gy dredged 12. .❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches a..sgiiare.feet : b'._square-feet•. 'c.-Gy-nounshmt d.�Gy-riourishmt. 14.:.❑ Coastal Dunes a:square feet b.square feet c.c/ nourishmt. d.y vY nourishmt• 100� _ . •-1 OU•wCn .... 15. ® Coastal Banks buffer b.linear feet . is.` ❑ Rocky Intertidal Shores a.syuarefeet b.square feet 17. El. Salt Marshes a.`square feet b.square feet c.square feet d.square feet 18. ❑ Land Under Salt Ponds a.square feet b.square feet c.cly dredged d.dy dredged 19. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank,Land Under the Ocean,and/or inland Land Under Waterbodies and Waterways, above a.cly dredged b.c/y dredged 21. ❑ Land Subject to Coastal Storm Flowage a,square feet b.square feet vipafonii5:doc•'rtev.2Q7./08 Bamslable revised 41112008 Page 3 of 10 I ' Massachusetts Department of Environmental Protection Bureau of Resource Protection Wetlands MassDEP File Number. . WPA Form 5 - Order of Conditions SE3- 4794 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act (only applicable to approved projects) 1. Failure to,comply with all conditions stated herein,and with all related statutes and other regulatory measures,shall be deemed cause to revoke or modify this Order. 2: The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity'of complying with all other applicable federal,state,or local statutes, ordinances, bylaws., or regulations. 4. .The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply:. a. .the work is a maintenance dredging project as provided for in the Act;or b. the time for completion has been extended to a specified date.more than three years, but less than five years,from the date of issuance..If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting the extended time.period are set forth as a special condition in this Order. 5: This Order may be extended by the issuing authority for one or more periods of up to three years each upon application.to the issuing authority at least 30 days prior to.the expiration date.of the Order. 6. Any fill used in connection with this project shall be..clean fill.Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber,`bricks,plaster,wire, lath, paper,cardboard, pipe,tires, ashes, refrigerators, motor.vehicles,or parts of any of the foregoing_ 7. : This Order is not final until all administrative appeal periods.from this Order have elapsed, or if such an appeal has.been.taken,.until.all.proceedings..before=the.-Department-have-been-completed. - 8. No work shall be undertaken until the Order has become final and then has been recorded in the -. ..___..... _Re gistry.of:Deeds.,or_the-Land-Court•for-the-district-iri•whiehthe�land 'is-located;within-the-chain-of-titie - - - of.the affected property. In the case-of recorded land,the Final Order shall also be noted in the Registry's.Grantor Index under the name of the owner of the larid.upon which the proposed work is to' be-done. In the-case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in. size bearing the words, "Massachusetts Department of Environmental Protection"[or, "MassDEPI "File Number . SE3-4794 " fo=5 d . . wpa_ oC rev.2127/08 fiamsfable revised 4/112008 Page 4 of 10 Massachusetts Department of Environmental,Protection Bureau of Resource Protection Wetlands MassDEP.File Number. WPA Form 5 — Order of Conditions SE3- 4794 Massachusetts Wetlands Protection Act M.G.L. c. 131,:§40 and §237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before MassDER 11. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation-Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at.reasonable.hours to evaluate compliance with the conditions stated in this Order,and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 15. This Order of Conditions.shall apply to any successor in interest or successor.in control of the.property subject to this Order and to any contractor or other person performing_work conditioned by this Order. 16. Prior to the start'of work,and.if the project involves work adjacent to a Bordering Vegetated Wetland', the boundary of the wetland in.the vicinity of the proposed work area shall be marked:by wooden stakes or flagging. Once in place,the wetland boundary markers shall be maintained until a Certificateof Compliance has been issued by the Conservation Commission. .' 17. All sedimentation barriers shall be maintained in good repair until all.disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments:be.deposited in a wetland or water body. During construction,the applicant or his/herdesignee shall inspect the erosion controls .011A daily basis and'shall remoye'accumulated sediments as.ne_eded.MThe:applicant_shall.immediately control any erosion problems that occur at the site and shall also immediately.notify.the Conservation Commission,which reserves.the right to require additional erosion and/or damage prevention controls it may.deem necessary,Sedimentation.barners shall:serve.as.the-limit-.of.w.ork.unless.another limit=of work line has been approved by this Order. . 18. The work associated with this Order is(1)❑ is not(2)®subject.to the Massachusetts Stonrriwater Policy Standards. If the work is subject to the Stormwater Policy,the following conditions apply to this work and are incorporated into this Order: a) No*work,' including site preparation,land disturbance,constriction and redevelopment, shall commence unless and until the construction period pollution prevention and erosion and sedimentation control plan required by Stormwater Standard 8 is approved in writing by the issuing authority.' Until the site is fully stabilized,construction period erosion, sedimentation and pollution control measures and best management practices(BMPs)shall be implemented in accordance with . the construction period pollution prevention and erosion and.sedimentation control plan,and if applicable,the Stormwater Pollution Plan required by the National Discharge Elimination System Construction General Permit. ' _ wpaform5.doc.'rev.227108 BamsWble revised4/112008 Pages of 10' I Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number. WPA Form 5 - Order of Conditions SE3- 4794 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and §23T-1 to 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) b) No stormwater runoff may be discharged to the post-construction stormwater BMPs until written approval is received from the issuing authority. To.request written approval,the following must be submitted: illicit discharge compliance statement required by Stormwater Standard 10 and as-built plans signed and stamped by a registered professional engineer certifying the site is fully stabilized; all construction period stormwater BMPs and any illicit discharges to the stormwater management system have been removed;and all post-construction stormwater.BMPs were installed.in accordance with the plans(including all planting plans)approved by the issuing authority,and have been inspected to ensure they are not damaged and will function properly. c) Prior to requesting a Certificate of Compliance,the responsible party(defined in General Condition 18(e))shall submit to the issuing authority an Operation and Maintenance(O&M) Compliance Statement for the Stormwater BMPs.This Statement shall identify the responsible party for implementing the Operation and Maintenance Plan and also state that: 1. "Future'responsible parties'shall be notified in writing of their continuing legal responsibility to operate and maintain the stormwater management BMPs and implement the Pollution Prevention Plan;and 2.The Operation and Maintenance Plan for the stormwater BMPs is complete and will be implemented upon receipt of the Certificate." d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable,the Stormwater Pollution Prevention Plan required by the National Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility,the issuing authority shall.presume.that the responsible party for maintaining each BMP is the landowner of the.property on which the BMP is located: To overcome.this presumption;the landowner of the property must submit to the issuing authority a legally binding agreement acceptable to the issuing authority evidencing that another entity has accepted.responsibdity..for maintaining.the BMP,and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f)through 18(k)with respect toa that BMP. Any.failure of the proposed responsible party to implement the �requiremeats_of-Conditions 1.8(f)_through.1.8(k)with_respect-to-that-BMP shall-be a-violation-othhe. Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are seniing more than one lot,the legally binding agreement shall also identify the lots that will-bo serviced by the _ stormwater..BMPs. .A---plan arid-easement deed that grants-the responsible-party:access•'to-perform'the required operation.aind maintenance must be submitted along with the legally binding`agreement.. f) The responsible.party shall operate.-and maintain all stormwater BMPs in accordance with the design plans,the Operation and Maintenance Plan section of the approved Stormwater Report, and. the Massachusetts Stormwater Handbook. g) The responsible party shall- 1. - Maintain an operation and maintenance log for the last three years including inspections, repairs, replacement and disposal(for disposal the log shall indicate the type of material and the disposal location); 2. Make.this log available to MassDEP and the Conservation Commission upon request;and 3. Allow members and agents of the MassDEP and the Conservation.Commission to enter and inspect the premises to evaluate and ensure that the responsible party complies with the Operation and Maintenance requirements for each BMP set forth in the Operations and Maintenance.Plan approved by the issuing authority. h.) All sediments or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal,state,and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. wpaform5.doc-rev.2271W Bamslable revised 4/112008 Page 6 of 10 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Number: WPA Form 5 — Order of Conditions SE3- 4794 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and §237-1'to § 237-14 Town of Bamstable Code C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) j) The stormwater management system approved in the Final Order of Conditions shall not be changed without the prior written approval of the issuing authority. Areas designated as qualifying pervious areas for purpose of the Low Impact Site Design Credit shall not be altered without the prior written approval of the issuing authority. k) Access for maintenance of stormwater BMPs shall not be obstructed or blocked. Any fencing constructed around stormwater BMPs shall include access.gates. Fence(s)shall be at least six inches above grade to allow for wildlife passage. Special Conditions(if you need more space for additional conditions, please attach a text document): D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The Barnstable hereby finds(check one that applies): . Conservation Commission a. ❑ that the proposed.work.cannot be conditioned to.meet the standards set forth in a municipal. . . ordinance or bylaw specifically: . 237-1 to§.237-14 Town of Barnstable Code 1. d a Muntci l Ordinance orB aw - ..-..._P_ _ - .2:.Cifation .:.- Therefore,work on this project may.not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards,;and a_fnal,', . . Order of Conditions is issued. .: b. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: §237-1 to§237-14 Town of Barnstable Code 1..Municipal Ordinance or Bylaw 2.Citation 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the following'condiitions modify or differ.from the plans,specifications,or other proposals submitted with the Notice of Intent; the conditions shall control: The special conditions relating to municipal ordinance or bylaw are as follows(if you need more space for additional conditions,attach a text document): See pp. 7.1,7.2,and 7.3 wpafortn5.doc- rev.Wi= Bamstable revised 4/11/2008 Page 7 of 10 1 , i SE3-4794 Name: Geoffrey and Laura Rehnert Approved Plan= February.18,2009 Revised Site Plan by Stephen Wilson,P.E. Special Conditions of Approval L Preface Caution: Failure to comply with all Conditions of this Order of Conditions may have serious consequences. The consequence may include: issuance of a Stop Work Order;fines;requirement to remove un-permitted structures;.requirement to re-landscape to original condition;inability to obtain a Certificate of Compliance, and more. The General Conditions of this Order begin on Page 4 and continue on Pages 5,6,and 7. The Special Conditions are contained on Pages 7.1,7.2,and 73,if necessary. All Conditions require your compliance.. II. Prior.to the start of work,the following conditions shall.be satisfied: 1. Within one month of receipt of this Order of Conditions and.prior.to the commencement of any work approved herein,.General Condition Number 8(recording requirement)on Page 4,shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with: The applicant shall provide copies of the Order of Conditions and-approved plans-(and any approved revisions tliereof)-to project contractors prioPto the•start Ofwork. Barnstable Conservation Commission Foiins A and B shall be completed and returned to the Commission prior to the start of work 3. General Condition Number 9 on Page 4(sign require rneiit)shall be complied with. 4. The Conservation Commission shall receive written notice one(1)week in advance of the start of work. 5. . The work-limit line shown on the approved plan shall be staked in the field by.the project surveyor/engineer. 6. :.Staked sirawbales backed by trenched-in siltation fencing shall be.set-along the approved work-limit line. Effective sediment controls shall remain until the site is stabilized with.vegetation,then they shall be removed 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the .. Conservation Commission. Note: the strawbaleg and siltation fence must show in the foreground p.7.1 (or bottom of the photographs.. M. The following additional Conditions shall govern the project once work begins: 8. General Conditions,Numbers 12 and 13.(changes in plan)on Page 5,shall be complied with. 9_ General Condition Number 17(maintaining sediment controls)on Page 5,shall be complied with. . .10. The work limit shown on the approved plan shall be strictly observed. 11. There shall be no construction.disturbance of the site below(on the wetlands side of)the work limit. 12. The Conservation Commission,its employees and its agents shall have a right of entry to inspect for compliance the provisions of this Order of Conditions. 13. Unless extended,this permit is valid for three years,until RR 13 2017 14. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof-runoff from the cabana. 15. Pool and spa shall be disinfected by ozone.injection or altemate method,as approved by the Conservation Commission. Drawdown water shall be sent to a leaching basin. Upon installation,a letter shall be submitted by the installer verifying that disinfection and leaching basin requirements have been met.The location and capacity of the basin shall be verified and the means by which drawdown will be directed to the basin shall be described. 16. During construction,no area shall be left un-mulched or-un-vegetated~for moie'than thirty(30)days. All . areas disturbed during construction shall be re-vegetated immediately following completion of work at the site: Mulching shall not_serve as a substitute for the requirement to te=vegetate disturbed areas at the _. ... :_conchision of work 17. The mitigation.landscaping plan by Phyllis Cole,while not required1or the larger project,is highly recommended by the Commission. 1V. After all work is completed,the following condition must be promptly met:' 18. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance Where a project has'been completed in accordance.with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional shall be submitted,certifying substantial compliance with the plans,setting forth what deviation(s),if any,exists with the record plans p:7.2 approved in the.Order. This statement shall accompany the request for a Certificate.of Compliance,along With an updated sequence of color photographs of the undisturbed buffer zone p.7.3 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassoEP File Number. WPA Form 5 Order of Conditions SE3 4794 Massachusetts Wetlands Protection.Act M.G.L. c. 131, §40 and §237-1 to §-237-14 Town of Barnstable Code E. Issuance This Order is valid for three years, unless otherwise specified as a special Fg �nnt] condition pursuant to General Conditions#4,from the date of issuance. t.DatFoTYssi5n'e Please indicate the number of members who will sign this form: This.Order must be signed by a majority of the Conservation Commission. 2.Number or signers The Order must be mailed tiy,certified mail (return receipt requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the same time to.the.appropriate Department of Environmental Protection Regional Office, if not filing electronically,and the property owner, if different from applicant. Signatures: i Notary Acknowledgement' Commonwealth of Massachusetts County of Barnstable On this a3 f, 1001 Day Of Month Year Before me,the undersigned:Notary Public, � t- personally appeared Name of Document Signer proved to me.through satisfactory evidence of identification,which was/were Description of evidence of ide • cation 4o be-the person whose nanie-is•signed•onAhe preceding or attached'document and:ackr owledgedao me that he/she signed it voluntarily for its stated purpose. As member of Barnstable Cityrrown Conservation Commission Signature of Notary Public ��� •� 67�fi� � Printed Name of Notary Public Place notary seal and/or any stamp above ���`t�0 Cl My Confmissiori Expires(Date) Thiss Order is issued to the applicant as follows: R by hand delivery on ❑ by certified mail,return receipt requested,on Date's Name na re Date wpaform5.doc-rev.W7108 Barnstable revised 4/112008 Page 8 of 10 Y Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Number. WPA Form 5. - Order of Conditions SE3- 4794 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and §2374 to § 237-14 Town of Bamstable Code F. Appeals 77 The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land subject to this Order,or any ten residents of the cityor town in which such land is located,are hereby notified of their right to request the appropriate MassDEP Regional.Office to issue a Superseding Order of Conditions:The request must be made by certified mail or hand delivery to the Department,with the_ appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy.of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission . and to the applicant, if he/she is not the appellant.Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the'permit proceeding means the submission of written information to-the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order or Determination,or providing written information to the Department prior to issuance of a Superseding Order or Determination. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection.Act(M.G.L.c. 131, §40);and is inconsistent with the wetlands regulations(310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or byiaw,and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. . Section G, Recording.fnformation:is available on the followin page. 9e. _..9 M-fGM5.doc• rev.2/27108 Bamstable revised 4111r1008 Page 9 of 10 Massachusetts Department of Environmental Protection MassDEP File Number. Bureau of. Resource Protection-Wetlands WPA Form 5 -Order of Conditions sE3- 4794 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14.Town of Barnstable Code G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land;the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions:The recording information on this page shall be submitted to the Conservation Commission listed below. Barnstable Conservation Commission Detach on dotted line,,have stamped by the Registry of Deeds'and submit to the Conservation Commission. ------------------------------------------------------=------------------------=------------------------------------------- To: Bamstable Conservation Commission Please be advised that the Order of Conditions for the Project at 285 Seapuit Road,Osterville, MA 02655 SE3 4794 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: Bamstable County Book Page for. Property Owner and.has been noted in the chain of Ube.of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land,the instrument number identifying this transaction is: Do`= 1v108v661 03-13-2009 8--10 n a Instrument Number O r• If registered land,the document number identifying this transaction is: Document Number Oe Signature Iican 13AXTER NYE ENGINEERING&SURVEYING wpafonns doc•mi.2rz7loe Samstawe nrAwd 4H1/2= 78 North Street, Yd Floor Page to of ro. Hyannis,Massachusetts 02601 Town of Barnstable Conservation Commission 200 Main Street Hyannis Massachusetts 02601 ot$= SORa2.463 FAX SM7M202 Form A -] For SE3-_#-7 q T ALL PARTIES lrNVOLV$D WITS nas PROJECT MUST SIGN THIS STATEMENT The waders PW confirm that they have read and=rstmd the Notice of Infant,Order of Camditims;and apPzond pleas fear the project.The tmdam%acd also amdmma that sa advance approval by the C ca= a<mdon Commisslan, buq'mnt plea re`'3sions shall require Please I this line. Please po,W nem an tWs Iine. 0 --� Date ,__._...,.._.; ..._..._.w Other (Please Specify) Date Return this form to: Barnstable C)owervadon Commission i 260 Maim Street ' HYmmia,MA 02601 Fax,508778-2412 +er�tzoa ' I: f � Town of Barnstable 1 t Conservation Commission 200 Main Street Hyannis Massachusetts 02601 Oq= d0&862-40" FAIL• 508-778-=2 FQr SF.3.__* Form B Below please find the na�a,addmases,and business td one n supervisor andalternate � ambers of the pivject With the Order of Conditions. supervisor who am responsible for ensuring on-site compliance Project Supervisor Alternate Project Supervisor Name Name Address Addmss B s ephone# Business Telephone# p s.S` her 1— _ .Printwame - cants sign _.,.. ._ (' different}- Date u Print Name . I Retum this form to: Barnstable Conservation Commission � 200 Main Street,Hyannis,MA 02601 . j E �..sn&m ; Baxter Nye Engineering &. Surveying 78 North Street,3rd Floor,Hyannis,Massachusetts 02601 September 17d', 2010 Conservation Commission 200 Main Street Hyannis,Massachusetts 02601 Re: SE 3-4704, Revised Plan . 285 Seapuit Road, Osterville Members of the Commission, Enclosed please find a revised plan for the above file number. The revisions consist of design changes to the proposed pool and cabana. The original approved work limit has not been revised. If you have any questions or comments I will be at the Commission's October 12th meeting. Sincerely, t en�AWilson, P.E. encl. � ftopy : 42008-039:02 RevPlanReq Ldoc Phone(508) 771-7502; Fax(508) 771-7622 I I Town of Barnstable pp 114E rqy, Regulatory Services o� Thomas F.Geiler,Director BARNSTABL : Building Division MASS' v 1639. ,0� Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 November 17, 2009 Ms. Phyllis Cole 114 Bay Street Osterville, MA 02655 RE: 285 Seapuit Road, Osterville Dear Phyllis, ` This letter is in response to the correspondence from Michele Cudilo regarding 285 Seapuit Road, Osterville. In reviewing the site personally and the letter from Michele proposing how to create a barrier for the pool, I agree the proposal as proposed in Michele's letter meets the intent of the barrier requirements under the.Massachusetts State Building Code for a private pool. If I can be'of further assistance, please do not hesitate.to contact me. Sincerely, Thomas Perry, CBO Building Commissioner r , TERM LUFF AssociATES,INC. ARCHITECTS JOB # g"� - 11, TITLEr->�LE�--( FfFSlr_AE4-1GV DATE CALCULATIONS BY T .T. t- . PROPOSED HOUSE HEAT LOSS HOUSE HEATED BY COMPONENT U-VALUE X AREA TRANSMISSION "UA" NET WALL, O� ZT�;L o 6o �.. WINDOWS ROOF �2� �� 8�. t l DOORS �4L1^ CrtLS . FLOOR -9 WoTEE DoaRS 12ev- C-rLA'SSTOTAL ASSEMBLY:AS # Since Code "UA" is greater proposed house .passes . MASS . "CODE HOUSE" HEAT LOSS COMPONENT U-VALUE X AREA = TRANSMISSION "UA" NET WALL .08t�- WINDOWS . 65 � � �' L ��� ROOF .033 A d T DOORS . 14 FLOOR .05 TOTAL ASSEMBLY: Six Main 5treetA• Hyannis, MA • 02601 A (617)778-1555 TERM LUFF ASSOCIATE'S,INC.' ARCHITECTS JOB # g"� '— 1� TITLES LAY ,ItlE WG DATE S CALCULATIONS- BY T .T. L— uc PROPOSED HOUSE HEAT LOSS r HOUSE HEATED BY i COMPONENT U-VALUE X AREA TRANSMISSION 'TA" NET WALL pG Z-Tr Z. d , WINDOWS ROOF �2� �� g 1 . C� 1 l . DOORS AL.L. LDS FLOOR !. c:> Doo#�S 146F- 6rLAl-STOTAL• ASSEMBLY: ,e -77 `: kl I�l bo L�1S . • # Since Code "UA" is greater proposed house .passes . MASS. "CODE HOUSE" HEAT LOSS COMPONENT U-VALUE X AREA = TRANSMISSION "UA" NET WALL .08 ►2 �2 ,�b WINDOWS .65 ROOF .033 157. r,) . :, 4 DOORS . 14 FLOOR .05t—j TOTAL ASSEMBLY: . Six Main Street'* Hyannis, MA • 02601 (617)778-1555 ``j Assessors office (1st floor): p Asses"sor's mbp and lot number ...1�,7. �".. D..,�.C�allog ffs i W . f Board of Health (3rd floor): Sewage Permit numberOf* Q 1 SAUSTADLB, . Engineering Department (3rd floor): � p � � TOWN RMu ON Definitive Plan Approved by Planning Board rAG 3 Y .House number ............................ ' --------------------------------�9-------- • o APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR Q"..�.L-r-i� S APPLICATION FOR PERMIT TO ...... .....q .....�r!ACZ1�..,/................................................�................. ... TYPE OF CONSTRUCTION ............. RV........................................:.....................:..............:................ ..... .......... uST.....1-47..........19, TO THE INSPECTOR OF BUILDINGS: The undersigrted h reby applies for a permit according to the following information: oL�ation ........!-� ........ ,........Ste► . c-c'...R..c�. . �� w��- - ................................................................. �.......... . . ProposedUse qgr5.0 .1rV0,�r................................................................:...............................................:................... Zoning District ....G. .O............ '_.t...........................Fire District ...... ........... Name of Owner 1;,AAC-L...a.`3 .. ..Address 5PW1 ..L...J.«- e-A ......lQ'i�t.n' Name of Builder ...................Address ..... 02bO1 Name of Architect 1..L-VF ..:..1!' P(..................Address .... "fP. gl-kS..t.0. ............ ............................... Number of Rooms ..................................................................Foundation ..ptx�,at...CAS?�J1.aV�-C.,................................. Exterior .....91A.l ......................................................Roofing .........V.4ANJ.....C44 ✓,.... Floors ..... ?C?G?9... .. L ............................................Interior ..........9 ...................................................... Heating ......PAI '..Q.L....C AS........................Plumbing A-L- 1N!,!.T.,Amo czq......LZ�...t "y j S FireplaceQjsnfa,zao.,1...� ...1.1151L. L ..,�.U�: -�I IcL...Approximate Cost ...... V'.CX .��............ 1 Area t5 ........................... Diagram of Lot and Building with Dimensions Fee r . r �I OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Nome ... i.. :. ................................. Construction Supervisor's License :..003.2$`) woo- DEELEY, MICHAEL & RUTH ... Permit for ...PNP...al;PKY......... ...Single Family .Dwelling........... ........ ........................ ................... Location 285 Sea iAj.t...,R.Qad ....................... Osterville ........................................................................... Michael & Ruth Deeley...... Owner ......................................................... Type of Construction .......FrP%Me...................... V ............................................................................... Plot ............................ —Lot ................................ Permit Granted ...NPY9Mbgr...3..Q7.....�:".i 9 89 Date of Inspection ............. .. I..... Date Completed 1, e�zz _.a7 .19 '77 V n." 77 Q4 ��'�>7 LL...ys;±�{3`7 w4;.f... �{��,.1�'�. �FSi� ..�: ''r '��w�crT;-.i:5...;-li(ii��•:'�.'(.-�t�� a.� � .:.:..-..+5f w-.!1: Assessor's office-.*.Ost .floor)i., flfyli'p Assessor's map,and lot number ........�"`� THE r o� Board'of Health(3rd floor): _ fi i f �j �/ d l fy� Sewage Permit number ..�1... .......I.........�. .... /-' (J� i BAsa9TsnLE, Z Engineering Department (3rd floor): �` �oo�Y 39- \� h� House number ..........................:... .......... ......: ...................... 0 ypY.a Definitive Plan Approved by Planning Board ________________________________19________ . APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only. TOWN 'OF BARNSTAB.LE BUILDING IN-S.fECTOR APPLICATION FOR PERMIT TO .. ..� \�Si (��-'T1L�, ��.........��. _..... .... ....... ....................................................................... TYPE OF CONSTRUCTION W -?.��.............. ...................................................................................... ct�?W........................ 19.cg�. TO THE INSPECTOR OF BUILDINGS: t The undersigned hereby applies for a permit according to the following information: " S.eAs�.t;-t- 1. STC�t.��.L�-� Location .........l..,.......c�'E.......... .................. ............... ._ ..... ProposedUse .... . -.................................................:................................................................................... - Zoning District ....�rc.lP �— . .v. .. , ?-.... . .1.4............ Fire District ...... . .�. t .... Name of Owner .. ►.4� .�AG...I,,. ..2�" �.. ..Address ............ STR.V.1L� - .....ram ........ .Z<asr Name of Builder .-....................Address ....LA.q....1/�7-.C.).$k.�...VO�1?e... �-��^-�!�!��.1.OtLA31 Name of Architect ....................Address ..... -q..c-.L7v�.S... .nA.................. a Number of Rooms ..................................................................Foundation -C...:................................. Exterior ..... ......................................................Roofing .........k9,4....Cs?VA.nr................................................ Floors .....i ?�X�Q.. ..`�"L t ............. ............................................Interior ..........��.�,.1.��..:..................................................... Heating ....... oZ CAS........................Plumbin Cz? p q —_ •..�.. .�.�- � L...Approximate Cost ...... ,... �v�.C-���t�......................................... JArea .L'.� ....................... Diagram of Lot and Building with Dimensions Fee ............................................. OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ... ... ........................................................ Construction Supervisor's License ... OZ DEELEY, MICHAEL & RUTH A=095-007-001 - O`�(; O a No 33333 Permit for ..One Story Single Family dwelling Location ..Lot...#2, 285 Seap it Road .................Q .tery l le.................................... Owner ....PAXghael...&..Ruth DeeleX Type of Construction .Frame........ " .............................................. ............................... Plot ............................ Lot ................................ Permit Granted ,,. November 3, 19 89 Date of Inspection ....................................19 Date Completed ......................................19 F i PERMIT COMPLETED 1/1/d �0%�' � ��/9i ���yyy 1 ,..""K ' i� •��- _ �,-., .,. .a" ✓G' v_ ., r _ .,._-N� "-0ti1.�J `v V.,.0 �uJ �y'/��I Y,vl�1 •L.J�?`-- A40.FI S �� Assessor's office(1st Floor): Assessor's map and lot number Board of Health(3rd floor): Sewage.Permit number Z DA]USTADU i Engineering Department(3rd floor): �,S �o rasa 'House number O i639• Definitive Plan Approved by Planning Board 19 �0 MAY d APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00 2:00 P.M.only TOWN OF , BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO `(J� ��/�S l� �X 1 S //� s/ T UC �L TYPE OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ✓ �J c �y I Proposed Use Zoning District Fire District Name of Owner A UT j 125-YI' Address Name of Builder LIP� f//yam JC" Address Name of Architect Address Number of Rooms Foundation i Exterior Roofing Floors Interior 'I Heating Plumbing Fireplace Approximate Cost Area Diagram of Lot and Building with Dimensions Fee d �ATI o ^t i � RCJA GAS V �� AN � ► s 20 OCCUPANCY PERMITS REOUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's License DEELEY, -.MICHAEL & RUTH A=095-007. 001 , No 33078 Permit For Demolish Frame Dwelling Location - 285 Sea uit Road Osterville - Owner Michael "& Ruth Deele Type of Construction Frame Plot Lot G .e Permit Granted July 19 , 19 • 8 9 Date of Inspection 19 Date Completed 19 .d /�/ 0/0 P�pF tHE Tp t7&4"caiw4m��?�Q��O'�L H� o� �4t0�1Z O�cAG�2�J►�50-GlLffi� * RARNSTARLE, 90 MASS. 00. 230 South Street. pA 039. Hyannis, Massachusetts 02601 rFD MAC A, July 21, 1989 Michael & Ruth Deeley 285 Seapuit Rd. Osterville, Mass. Dear Mr. & Mrs. Deeley, Please be advised that the Barnstable Historical Commission does not find the building located on map 633 lot 6 a significant building in accordance with any criterion set forth in section 2.5 (a) and (b) of the Historic' Preservation Protection bylaw. S ncerelyp Patricia J. Anders n Inventory Director CC Building Commissioner Clerks Office { W11. 0e ATTIC PLUMBING PRICING Conc.Walls Fin.Bsmt.Area LAND COST • Bath Room Conc. Blk.Walls Bsmt. Rec.Room Base .7 ' BLDG. COST Q St. Shower Bath Bsmt. - / ,• /<1 Conc. Slab Bsmt.Garage St. Shower Ext. 'PURCH. DATE Walls Toil Brick Walls Attic FI. &Stairs PORCH. PRICE Toilet Room Stone Walls Fin,Attic 1 Roof RENT Two Fixt. Bath P li Floors �? Pierx INTERIOR FINISH Lavatory Extra !'1 19 q /S Bsmt. F 1 2 3 Sink s/s Plaster Water Clo.Extra Attie 7 01 EXTERIOR WALLS Knotty Pine Water Only oq� Double Siding Plywood No Plumbing Bsmt.Fin. O 3 Single Siding Plasterboard Int. Fin. Shingles TILING ' - Cont. Blk. G F P Bath FI. ' Heat 1- 7/.a O • Face Brk.On Int. Layout Bath Ff.&Wains. Auto Ht. Unit + 7 6d Veneer Int.Cond. Bath Ff. &Walls Fireplace Com.Brk.On HEATING Toilet Rm. Ff. r.v Plumbing Solid Com. Brk. Hot Air Toilet Rm.FI.&Wains. Tiling ti.5 3 � ' �(,CG O/JN`'' S• Steam Toilet Rm. Ff.&Walls Blanket Ins. Hot Water O CJ O -•Qr� _ St. Shower G�(� _! ' Roof Ins. ` Air Cond. Tub Area Total J7� / Floor Furn. R OOFING COMPUTATIONS Asph. Shingle PipelessFurn. JG S. F. //Jr'r 3 Ld Wood Shingle----- - ----- No Heet —� i✓ll t� _�•�, 10 /n. i7.• '). /o s S.F. //. O J7f.5 AO r� ro Asbs. Shingle Oil Burner tl g S.F. 3 s D , r.' Slate Coal Stoker � Tile Gas /O S•F /O,..ro /D a� fLF//ITo P 17 ROOF TYPE Electric ?o S. F. Bd /z OUTBUILDINGS Gable Flat a S. F. 1 2 3 4 5 1 6 7 8 9 10 1 11 2 3 41516 7 8 9 10 MEASURED Hip Mansard FIREPLACES S. F. Pier Found. Floor Cy) Gambrel Fireplace Stack77 Wall Found. V FLO RS Fireplace 0:H.Door LISTED Conc. LIGHTING Sgle.Sdg. Roll Roofing Dble.Sd ° `- Earth No Elect. g le Roof Pine l !r':, Shingle Walls Plumbin DATE g Hardwood ROOMS Cement Blk. Electric Sr `r• Asph.Tile Bsmt. 1st O TOTAL 3 O T>.' Brick Int. Finish PRICED Single 2nd �-1 3rd FACTOR � t;r?L REPLACEMENT - 4�. OCCUPANCY CONppSTRUCTION SIZE AREA CLASS AGE REMOD. COND. REPL. VAL. Phy.Dep. PHYS. VALUE Funct.Dep. ACTUAL VAL. y l fJo i<. /7 1341 s 6 D ;?O� r O TOTAL Vol', Z0 Ty+ tJ. f (PROPERTY ADDRESS ZONING I DISTRICT CODE SP-DISTS.I DATE PRINTED I CSTATE LASS I PCS I NBHD /� /�/� KEY NO. LAND/OTHER FEATURE$DESCRIPTION ADJUSTMENT FACTORS O ` W A R G Q G 7 01 44589 Lana BylDate S:e Dmrnsu^ v r UNIT ADJ'D.UNIT CO. FF.De to/gcra, LOC./YR.SPEC.CLASS ADJ. COND. P PRICE PRICE ACRES/UNITS VALUE Doseriptiun T H O M P S O N, M A R G A R E T U TRUST M A P L 5 1WATERFNT 1 x 2 =100 q5 #LAND 1 1,564,000 CARDS IN ACCOUNT — 749999.92 712499.92 2_00 1425000 #BLOG(S)—CARD-1 . 413,000 Ol OF Q1 A 11 1RESIDUAL 1 x _85' =100 109 150000.00 163500_00 _85 139000 #OTHER FEATURE 1 7,OOC COST N BATHS 1_1 U X i F= 100 . 12200_00 12200_00 1.00 . 12200 B #PL SEAPUIT RD DST MARKET 9658CC• D FIREPLACE U X I F= 100 7400_00 7400.00 3.00 22200 8 #DL LCT 2 q ExT FIREPL U X F= 100 3200SHED _00 3200.00 2_00 6400 B #RR 1457 0145 INCOME D D SHED S x 1920 C= 28 10.00 2_80 616 1700 F USE x 1955 C= 63 25_00 1.5_75 40 600 F APPRAISED VALUE A RG1 DETGAR S 18 X 22 1930 C= SO 23.50 11_75 396 4700 F A 1,984,OCL T S PARCEL SUMMARY A T LAND 1564000 M BLDGS 413000 0—IMPS .7000 E E TOTAL . 1984000 E N -• N CNST A T DEED REFERENCE Typo DATE Recorded P R I O R YEAR VALUE T S Book Page In51' MO. Yr.D Sales Price L A N D 1 5 6 4 0 0 C U C11380 :00i00 BLDGS 420000 ,~ R :06/88 TOTAL 1984000 E I I I I 11 S BUILDING PERMIT *B L D G —2 0% Number Date Type Amount FUNCTIONAL...... LAND LAND—ADJ INCOME SE SP—BLOB FEATURES 6LD—AOJS UNITS 1564000 7000 4C800 Class ConSI. Total Yoar Built Norm. Obsv.UmtS UndS Base R.I. Atli.Rate gcluat EII. Age Dapr. Conti. CND. Loc. %R.G. Repl.CO51 New A Reel.Value $lOrieS Mei nt RoomS o0 Rm5 Balhs N Fix. Part Oj. ep 8 ywalt Fac. 01x OOG 120 120 109_25 131 .10 15 60 28 80 80 100 64 645295 413000 2_0 13 5 1.1 14.0 DescriptioT�' o Square Feel Repl.Cost MKT.INDEX: IMP.BY/DATE: SCALE: 1100.40 ELEMENTS CODE CONSTRUCTION DETAIL S 8AS 1010 2640 346104 LIVING—AREA 5600 SINGLE FAMILY DWELLING CNST GP:OC T FOP 389 100 4589 *--18--*----24---*--18--*---24---* iR fSf 999 80 9439 STYLE_ _100LD STYLE 0.0 *---FSF---* ! fMP ! DES�QN_ ADJPIT_ _O4DESIGN ADJUST 20.0U FOP 389 65 2983 ! , _ C UWD 75 7.50 240 1800 EXTE.R.WALLS__ _Q5STUCCO........... 0_0 30 30 HEAT/AC_ TYPE_ _120IL-WARM_AIR _ _ O,C T FSf 90 1 7.99 240 28318 36 , J FMP 50 5.00 720 3600 INTER.FINISH_ _OSPLASTER __ BASE ! � -------- B 820 60 8_66 2640 207662 INTER,LAYOUT_ _12AVER_/_NORMAL ____ 0__ ! *---24---* a � INT-ER OUALTY_ _02SAMc_AS _EXTER.__ 0.0 D W *_*— ! F-L QR_�TRUCT_ _01WOQD_JOIST_______ 0_0 E rE13 reas Aux_ 13—*-------q3-- —_—* EfL00R_COVER-- _00 0 L1 Base. *FOP—*T BUILDING DIMENSIONS 3 0 R C O f_T Y P E O C -- G 0 24 ! EL-E_C-TRiCAL _OIAVERAG_E ___ Q. q W10 OP S10 E10 N10 W10 _. , _ W08 FSF S10 E08 N10 W08 fOUNDATI_ON____ _u1P0URE0__CONC 99_9 L W06 N24 W43 FOP S05 W13 N05 _ _ --------------- --.. __ SAS W17 N36 E18 UWD E24 NEIGH80RHOOD 28WA OSTERVILLE S10 W24 N10 .- F S F .S10 E24 N10 1C 10 10 LAND TOTAL MARKET u24 _. BAS S10 E24 N10 E18 FMP ! FSF! FOP PARCEL E24 S30 W24 N30 __ 8AS S30 E24 "-8—*10* AREA S30 __ VARIANCE +0 +0 � STANDARD TOPOGRAPHY * S TOPOGRAPHY + UTILIT.IES + UTILITIES ST FEATURE * ST FEATURE UTILITIES DWELL LOC. * LOCATION * ST FEATURE * ST. COND_ * TRAFFIC AMENITIE'SNUISANCES ANEN[7?_S * NUISANCES * i `of H'Tod nCcd�o2ic�r� Wovum,(rldiOn Oofvw Of, i BAR13TAIM i 367 Main Strrel + "AS~ 1a Hyannis, Massachusel1s02601 3639. ` TOWN OF BARNSI•ABLE, Notice of Intent to Demolisl► an Il.istoric Building/Structure Print in Ink 1. Date of Application: �q 2. 1 Building Structure Address: RD 04F,01 ZA .3. Assessor's Map and Lot Number: _ �9s_ 002• do/ 4. Is building/structure located in a local or regional historic district's Y N If yes, Protection of Historic Properties Bylaw does not apply and it is not necessary to complete the remainder of this form. 5. Is building/structure listed on the National Register of Historic Places or pending listing on the National Register of Historic Placest Y N O 6. How old is the building structures Jp-- �A�'}chitectural style of building/structured describe if not knowns 5R4/v G Is this building/structure associated with one or more historic events or personsq name and description _ 7. Type of Building/Structure and Proposed Work: 0 8. Zoning District: e� Fire llis sic ���R V/l�� 9' Applicant's Name: j L)/D P/f Tel. Address: 10. Owner's Name: L. � Tel. Address: ©S /1D jl G 11. Contractor: Address: 13 O 21tl 1 • Material of Building/Structure: , 9 R/C kJ�o� �� .130 How is Building/Structure Occupied : ��. No. of Stories: ea 14. Explanation of the proposed use to be made of. tl►e site: Diagram of Lot and Building/Structure with llimensi.ons: i l Nance ' 'Address �� - S. 7111 K�s �. -t ,a CRITERIA FOR EVALUATION OF NATIONAL REGISTER NOMINATIONS: The National Register is a list of historic places which are "significant' cultural resources. What, exactly, is "significance"? It is the quality in American history, architecture, archaeology, engineering and culture -which is present in districts, sites, buildings, structures, and objects that possess integrity of location, design, setting, materials, worhnansb p, feeling, and association, and: A. that are associated with events that have made a significant contribution to the broad patterns of our history; or B. that are associated with the lives .of persons significant in our past; or P gnificant C. that embody the distinctive characteristics of a type,: period, or method of construction, or that represent the work of a master, or that possess high artistic values, or that represent a significant and distinguishable entity whose components may lack individual distinction; or - D. that have yielded, or may be likely to 'yield, information --. important in prehistory or history. - Q 7- Assessor's office(1st Floor): ✓ ���U4� Oo/ Assessor's map and lot number (� � o�TN E Board of Health(3rd floor): Sewage Permit number t BAHdSfeDLL Engineering Department(3rd floor): Z NIL House number FJ S•' �o Aia}9 Definitive Plan Approved by Planning Board 19 ��rpY d APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNS TABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO 14 "Lt6 � ,euc Ulf TYPE OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: `/ Location '✓ S 04) �il f / Rz . &4tg yl�L 7 Proposed Use Zoning District / Fire District Name of Owner f7lf��L �U / :�: Address Name of Builder c7)iA 1//11,Je Address Name of Architect Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost Area Diagram of Lot and Building with Dimensions Fee tj (t"5 5L c_ .tor i1 Nr ��G A VAT1 f� '•'�i a V� .J/4 N 3�(,oA-�s 1 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS - I hereby agree to conform to all the Rules and Regulations of the Tow_n of Barnstable regarding a above constructio Name Construction Supervisor's License �"T T DEELEY, MICHAEL & RUTH 33078 ;No Permit For Demolish - • ''• Frame/ Dwelling Location '285 Seapuit- gnarl OstervillP Owner Ruth & Michael DeR1L-W Type,of Construction Frame Plot Lot ok 'h - Permit Granted July 19., 19 8.9 £ Date of Inspection ` 19 Date Completed 19 z» ,y R r . 1. S��i ��•.° °°.w TOWN OF BARNSTABLE BUILDING DEPARTMENT = NARISTAELTOWN OFFICE BUILDING � ru& 9 1039• HYANNIS, MASS. 02601 x�o rAr►• MEMO TO: Town Clerk •L FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermit $ ..................................._....»...............—........ ............................................. ......_.................._........ ..:.__... issued to �' l/'` F.Iq.!/O0 ................ _...................... ...... . .. ... . ...» ..... _. ......_.. _..__ Please release the performance bond. TOWN'OF BARNSTABLE, MASSACHUSETTS AIUILDINQ�"'Pti MIT DATE ..iuiy J.9 89 No e 3078 19 PERMIT NO. APPLICANTKm =xxxim David. ArcrilotAD�'RESS 15U StrQe[, Hyann s (NO.) (STREET) (CONTR'S LICENSE) PERMIT TO Demolish dwelling (_) STORY ).rime NUMBER OF 1• - . - (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) DWELLING UNITS AT (LOCATION) 285 "eapuit tCDad, Ostt.rvi'.le ZONING (N0.) (STREET) DISTRICT_ BETWEEN AND - - (CROSS STREET) (CROSS STREET) SUBDIVISION LOT BLOCK LOT 2 SIZE BUILDING IS TO BE FT, WIDE BY FT. LONG BY FT, IN HEIGHT AND SHALL CONFORM IN'CONSTRUCTION T0.TYPE USE GROUP BASEMENT WALLS OR FOUNDATION REMARKS: 111U Sl1, CALL, Dil+ 5@ !'. AREA OR VOLUME ESTIMATED COST PERMIT $ N0. FEE (CUBIC/SO DARE FEET) FEE `pk OWNER Michael & huC 1. Deele.v (� +•,, ADDRESS• Osterville, .IA BUILDING DEPT. kI By G. / ``iV`1-'ti'F"''f'"t71�"L'ft'W OTYK'S'.""5iH't i�SG711V l.'t"G r'T'H'r�-"r t'r'e'ria YT""U'U'tS`NCFi"Fe"tZ'E';S5£1"FYf '"}AP`P`�TC'A'7J1"[' OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING AND 1, FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL INSPECTION TI To LATHE FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS s►. Plb, F�naL PIb . 2 3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 1 r✓•r/ /o '-ate -sv OTHER -- — B ARD OF HEALTH WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT 'N!LL BECOME NULL AND VOID IF CONSTRUCTION TOR HAS APPROVED THE VARIODUS STAGES OF I WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED INDICATED ON THIS CARD CAN BE CONSTRUCTION. lI NOTIFICATION. FOR BY TELEPHONE OR WRITTEN PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. REScheck Software Version 4.4.0 Compliance Certificate;, Project Title: Rehnert Cabana Energy Code: 2009 IECC Location: Hyannis,Massachusetts Construction Type: Single Family Glazing Area Percentage: 27% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: (285 Seapuit Rd. Craig Ashworth E B Norris&Son,Inc Osterville,MA 02655 E B Norris&Son,Inc 138 Osterville/W Barnstable Rd 138 Osterville/W Barnstable Rd Osterville,MA 02655 Osterville,MA 02655 508428-1165 508428-1165 Compliance: . Compliance:9.2%Better Than Code Maximum UA:131 Your UA: 119 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic) 416 29.6 0.0 15 Wall 1:Wood Frame, 16"D.C. 765 20.3 0.0 32 Window 1:Wood Frame:Double Pane with Low-E 42 0.280 12 Door 1:Glass 165 0.280 46 Floor 1:Structural Insulated Panels:Over Unconditioned Space 430 28.8 14 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Rehnert Cabana Report date: 04/27/11 Data filename:\\exchange\UserShares\Robert\My Documents\REScheck\Revised Rehnert Cabana.rck Page 1 of 4 Y � REScheck Software Version 4.4.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-29.6 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-20.3 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,6-factor:0.280 Comments: Floors: ❑ Floor 1:Structural Insulated Panels:Over Unconditioned Space,R-28.8 assembly R-value Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on'exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (� Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Project Title: Rehnert Cabana Report date: 04/27/11 Data filename:\\exchange\UserShares\Robert\My Documents\REScheck\Revised Rehnert Cabana.rck Page 2 of 4 f Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. ci Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Cl Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: l] Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2 pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. 0 For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: O Circulating service hot water pipes are insulated to R-2. O Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Cj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. o Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: I Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Project Title: Rehnert Cabana Report date: 04/27/11 Data filename:\\exchange\UserShares\Robert\My Documents\REScheck\Revised Rehnert Cabana.rck Page 3 of 4 f y y D A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact Fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: Ej A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) P Project Title: Rehnert Cabana Report date: 04/27/11 Data filename:\\exchange\UserShares\Robert\My Documents\REScheck\Revised Rehnert Cabana.rck Page 4 of 4 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling/Roof 29.60 Wall 20.30 Floor/Foundation 28.80 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC. Window 0.28 Door 0.28 NA :Heating&Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments: i �• TOWN OF BARNSTABLE Permit No. .33333...... BUILDING DEPARTMENT I Awn I w TOWN OFFICE BUILDING Cash ......... 7 \N� 67p• HYANNIS,MASS.02601 Bond .... w.T /v CERTIFICATE OF USE AND OCCUPANCY Issued to Michael & Ruth Deeley Address Lot #2, 285 Seapuit Road Ostervil•le, Mass. USE GROUP-. FIRE GRADING OCCUPANCY LOAD THIS-PERMIT WILL NOT BE VALID,-AND THE BUILDING SHALL. NOT BE OCCUPIED-UNTIL SIGNED BY THE BUILDING INSPECTOR- UPON SATISFACTORY COMPLIANCE WITH TOWN. , REQUIREMENTS AND.IN ACCORDANCEWITH SECTION,119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ` December"�-4, 9 4 � . :. ...................... 19........ .. .. "Buildin nspector OFZME rqy, Town of Barnstable Regulatory Services BARNSrABLE, KAsg. �, Thomas F.Geiler, Director i 1639. &,e Building Division Thomas Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 September 22, 2010 Custom Quality Pools Robert Bent P.O. Box 1031 Billerica, MA 01821 Dear Mr. Bent, It has come to our attention that you have pool permits that lack final inspections. In order to avoid further action from this office you need to arrange final inspections on the below. You must obtain a final electrical and in some cases a final gas inspection prior to the final building inspection. 459 Sea View Ave, Osterville—permit number 200705613 350 Main Street, Osterville—permit number 200706702 17 Hawthorne Avenue, Hyannis—permit number 200801807 531 Main Street, Osterville —permit number 200802874 905 Sea View Ave, Osterville—Has a failed final inspection, the latch release was not to code. By order, Wee Lau Building Inspector 508-862-4034 Q:\WPFILES\LAUZONJ\POOL LET7ERSkustomqualitypools2010.DOC Town of Barnstable Regulatory Services � swxtvsrABLE. Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Check One: ❑Shed ❑Deck VP001 ❑Porch ❑Gazebo FQA ALL APPLICATIONS: Determine map and parcel number and enter it on application. (This information maybe obtained from the Engineering or Building Dept.) Completed Building Permit Application Approval/sign-offs are required and can be obtained at 200 Main Street: ❑Historic District Commission ❑Old King's Highway Historic District (North of Route 6) ❑Hyannis Main St. Waterfront Historic District (see map for boundaries) ❑Historic Preservation (if applicable) N ealth Department Hours are: 8:00-9:30 AM or 3:30—4:30 PM ❑Conservation Commission Hours are: 8:00-9:30 AM or 3:30—4:30 PM ❑Tax Collector ❑Treasurer LvlHomeowner License Exemption Form (if homeowner is acting as general contractor/builder for project) or Copy of Construction Supervisor's License must be submitted (except for in-ground pools) 0worker's Compensation Insurance Affidavit must be submitted. Copy of Insurance Compliance Certificate must be on file. V(� opy of Home Improvement Contractor's License (residential only if applicable) property Owner must sign Property Owner Letter of Permission. ❑ A NON-REFUNDABLE Application fee is due upon receipt of application number ❑ Permit fee. SHEDS/DECKS/OPEN PORCHES/GAZEBOS: ❑Plot Plan or mortgage survey required to verify zoning compliance. Placement of proposed structure must be sketched in and the distance from property lines indicated. The location of the septic system should also be shown. ❑Two (2) sets of plans (8 1/2"x 11" or 8 1/2" x 14) showing cross section and framing schedule. ❑Mass Compliance Checklist—not needed for decks ❑Prefab sheds require factory brochures & engineered specifications. ❑Prefab sheds require a copy of the Construction Supervisors License & Home Improvement Specialist's License unless the homeowner is applying for the permit in their own name._ POOLS(250 sq. ft.and over or 2' deep or deeper require a building permit) ❑Plot Plan or mortgage survey showing the proposed location of pool and the distance from property lines. Plans must also show location of backwash pits if applicable. ❑Construction Drawings or Factory Brochure & specifications. ❑ Show placement of fence, list description of fence and materials used. Q:bldg/wpfi les/ibrms:sh ed-deck Rev: 101509 f3, dos } I M ' TOWN OF BARNSTABLE B 1' I?1E ERMIT APPLICATION t , Z� oC J g Map q.�� Parcel ��8� -00/ �� �� '. Application # < < \ Health"Division Date Issued �. Conservation Division �'_- �,,, Application s Planning Dept. Perini e Date Definitive Plan Approved by Planning Board 2 �, Historic - OKH Preservation / Hyannis Project Street Address r- �Q Village_(�� T r. 2 V/4-ee Owner &G 0 F FP_L Y .S; LWR REHAJ'LgL Address W it-T a` NCB c(s i". 6v k S7GP,J [r�0 Are- , Telephone i BSI 5'iO ri - c S'/S" Permit Request �nS?/lc.� r1 /6 'X 6(� ` �c.�ni /n -q(' VUnce SiU,1141n 7cei Gv --r° -7 X � Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Rf-1 d—"1 YIood Plain Zit4r A a, .S'rC Groundwater Overlay Project Valuation ��." Construction Type S�eA (z°, ►�e.rcec! Lot Size 7 350 AE Grandfathered: ❑Yes ❑ No If yes, attach supporting 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: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size-4 Pool: ❑ existing , new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# r.,irmnt_Use_ Proposed Use ~7 _ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name - - Telephone Number Address License # Home Improvement Contractor# Y ' Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY i • ti R APPLICATION# F -DATE ISSUED ,} .MAP/PARCEL NO,. ,> -ADDRESS .-' j VILLAGE OWNER 1i DATE OF'INSPECTION: r f , ,-'..FOUNDATION c r l o FRAMEV -INSULATION' FIREPLACE ELECTRICAL: ROUGH FINAL .r f PLUMBING: ROUGH FINAL . GAS:ri Ruoff-�+ROUGH �EAY; Rx. FINAL i_R FlNALBUILDING DATE CLOSED OUT - � ASSOCIATION PLAN NO. 7 - a APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE TOWN OF BARNSTABLE B 'I ,1 --PERMIT APPLICATION -,Map qS Parcel.' )` g -00/1 � L�l �� ','w � 1^y 1 Application # Health Division `Date Issued ' -e Conservation Division � _ .�,,, Application Planning Dept. 'Permi e �� Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address 6S ax T POA Village D S T L 2 V i 4-6e Owner C2e y F-F,_,L Y PCHA) 2r Address W k_TTC' NG(6 e LA AIG I.0 �7Gr✓ Telephone 72;1 5'0/ - 9,S9f Permit Request /1 /6 "X 60 -gfe_'UAd ` eo U) "r' i� ? - i Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District `Z�6-J_,-1�YIood Plain Z�Qc All SrC Groundwater Overlay Project Valuation , . Construction Type S�zd rr+ .rC.d ( +_r,`� Lot Size MAq ,SF Grandfathered: ❑Yes ❑ No If yes, attach supporting 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: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing A new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes O No If yes, site plan review # �yF Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address ........... License # C 92 1 Home Improvement Contractor# Worker's Compensation # W c 00!S:�;1,70/!:S ALL CONSTRUCTIO DEBRIS RESULTING FROM TH ROJECT WILL BE TAKEN TO /A SIGNATURE �Z���S DATE " Z� Y FOR OFFICIAL USE ONLY R APPLICATION# !' --DATE ISSUED :MAPJ PARCEL NO. . -ADDRESS , VILLAGE OWNER r - I !. DATE OF INSPECTION: n�f.OUNDATION t � FRAME FIREPLACE r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL . GAS:- ROUGH FINAL l FINAL BUILDING.' mow:., DAT-.,E CLOSED.OUT j ASSOCIATION PLAN NO. t ` ' TOWN OF BARNSTABL�E BUILDING PERMIT APPLICATION ti I • r I Maps?, t q.S Parcel ' a O`7 - Application.# Health Division - dold Date Issued Conservation Divisionlam/ Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / H,yannis Gad f r Project Street Address R 0 5 �.S JU RU_iT kQA L �. Village ) TC 2 (// Owner Gc 0 F-FPE Y U9A )PEHAJ£RT_Address 9 W hf_TT6 M0 0-S E LA tie cu4s76A1 Telephone 7%1 1?9C/ - 9S9f ,Permit Request A -16 'X AD ' 4" Unit-c- in - gruulld Poo i, w r - i � r - A, v GT^ o Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new,p y Zoning District RF- 1 fipa&j ylood Plain 7^4c A►i grC Groundwater Overlay i Project Valuation St 0 rnn Construction Type S+?A Lot Size '7,a .5P- Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 6� Two Family' ❑ =�` '=Multi-Family (# units) Age of Existing Structure -Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout Q Other Basement Finished Area(sq.ft.) r ,'�Baserribnt,Unfnished Area(sq.*fift)'r Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel:. 0 Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0 No Detached garage: ❑existing ❑ new size Pool.;,❑ existing P new size _ Barn: ❑ existing ❑ new size_ Attached garage: U.existin0,�'Q new -/'size"`'_Shed: ❑ existing ❑ new size _ Other: 4 Zoning Board of Appeals Authorization. ❑ Appeal # Recorded ❑ Commercial ❑Yes �d No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ,e 7-RAEAITIu SA` _,_ il [_& Telephone)Number - �lZ�3 . Address /031 SILLER License # C'_S oivj b N 2 el it Home Improvement Contractor# 4.503y Worker's Compensation # LU C00&`Cl 11 S ALL CONSTRUCTIO EBRIS RESULTING FROM THE OJECT WILL BE TAKEN TO SIGNATURE 't��'( � 5 • DATE FOR OFFICIAL USE ONLY APPLICATION,# DATE ISSUED t MAP/PARCEL N0. . ADDRESS VILLAGE OWNER DATE OF INSPECTION: f:. FOUNDATION .FRAME INSULATION - FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: : =t' ROUGH > '•< FINAL °FINAL'B.UILDING'-;- DATE CLOSED OUT ASSOCIATION PLAN NO. I The Corrxmanweallit ofmassachusefts Deparfinenl of I>tdustria-!t(ccidents Office of frtvestigcrlions' 600 Wash i.neon Slreel IBosto)s, J �1 02111 s/F'` www•�n�'s.gov/did • 'Workers' Compensation T11SCLranCe davit; Builders/Cobtr-actors/F,IePc ease P t deb Eil ApPUC=t XnforMatloli Name us tocsslOr tzatlou/Lodividud): ,' -- - - Address: F0. 6?s9 City/StatelZip: r'L/ C '1CA ,All Phone.#; QA' �6:> :191-�GI�---- Are you an eroployer? Check the appropriate box: Type of project(required): 4. l-am a gcncral contractor and I 6 f2r)4cw construction 1.❑ I am a cmtploycr with have bireci the slab-contractors cmployccs (full and/or past-time),* R.cmodcling listtd on the attach 7, attached sheet ❑ 2.❑ I am a colc proprietor or parhncr- Tbcsc sub-contractors have g, ❑ OcmoH.Dn sbip and have no emPloyces cmployccs and have workers' 9. ❑ Building addition wonting for mo iu any capacity. comp. utsurancc.t [No work-rs'.comp.•imurancc 10.❑ Electrical repairs or adc rCquucri.] S. � We arc a corporation and its officers have exercised their 1I. Plumbing repairs or adc 3,❑'l am a bomcowncr doing all WOrl: rigbt of per exem tiDn MGL myself [No worers` comp. P 12.]Roof rcp�irs c, 152, §1(4), and we bavi;no 13. in�,rance required] cmployccs. NO workers' romp, insurance rcquircd.j J. �.liiy applicant that cl,ccla box N1 must also fill out the rcction below showing their workcre' comp�400 Policy informabon. t YommvmtrC who rubmif this e$tdwit indicating they me doing all work and thrn hirr outride conb-artorS inusi submit anew afCidavitindietting cue tContraetar;liu-t ehctic Lhis boX tru.rstattathcd m edditiona]sheet showing the name of the sub-contrattvrs and st'•ie tvhcther rnr not those tnbtics hive nployecs, lfthc rub�onh-aetorr have employrat,they court Providb their workers'comp. policy number, a lm a a_n emptoyer tifrd isprovidurgworkers' comperisalinn insurancefor my employees: Belorp is the policy and job si ' inforrnalporr. _ _ ' Tnsutancc Company NamL: .lk/ V C_' Ul "'C ,?' Policy# or Sclf--ins. ' Lic. #: �' "0'`�690 r/ Bxptrado>1 Date: fob Sitc A•ddress: S,Cfl P U t POA City/Statc/Zip;(l�/�f f`Z U.LC C IfLILL Attach a copy of the Workers' compensation policy decla-r'ati DM.Page (sbowing the policy number and expiration d, Failure ur to sace covcrago as roquircd under Section 25A ofMGL c. 152 can Icad to•thc imposition lti of urimirial penaes fino tip to 31,500.00 hndlor ono-ycar imprisonment; as well as civil penalties in the form of a STOP WORK ORDER and of up to 5250.00 a day against thq viOlztDr. )3c advised that a copy of this statcmerit may bo forwarded to the Outer, of Investi ations of the ba for iagur-ncc mvera c vcrifieation . . X do hereby cerCify under the pains and per+altles of perjury fAcU [he informo�orr provided above'is tt ue and correct Date; u f' Phone #: cl-7 S -7 �D c Off-lzial use only. Do not write in Mir arco, fb be completed by city or town offieiaC City or Town: Permit/License# issuing Autbority (circle one): 1, Board of Health 2. Building Department 3, City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector Inf®r usetts Gcncral Laws chaptcr 152 requires all employers to provide wockors m P ndb0a Y co tract OPj fhirees: Massach crson in the scryi pursuant to tbis statute, an employee is defined as "...cYcry P express or implied, oral or wriCtcn axtnershi association, eorpo�tion or other legal entity, 01 aDy (�vo or more An erripJnyer is dtfincd as "ao individual p P the lc "Pre of a dcccascd cmploycr, or the of the foregoing engaged is a joint enterprise, a.nd including g P c to ces. However the receiver or trusteo of an indiv?duaJ, P�`rship� association or other legal entity, employing p Y o cr of a dwelling house haying not more tham three, apartments and who resides the or the occupant c the bousc wn dwcllin house of another who cploys persons to do roaintcna°Gof Such emoloymcnt be deemoed to bech dm c ploycr." g or on the grow s or bu.tld�ng aPpurtcnani thcrcLo shall not because ugacc a ter l52 §25C(6) also states that ,every state or local Licensing agencYn h� s r MGL c hp , comrnonrtealthfor anY regept`a1 of a License or permit to operate a buslness or to construct buJldtngsCL a licant Who 4as notproduced•aceeptable evidence of complia0ncwrsi the Y o> its po�ih g d)risiow shall P}? states "Ncitllcr the conino Addition.&Dy,MGL.ohaptcr 152, §25C(7) cnicr•into any contract for,rbc performance of public work until a�Pt--blc evidence of coph�GO �� 0 cc zequi c;mcnts of this chapter haYo been prescatcd to the contracting authority." AppLlca.nts• the boxes that apply to your situation and, Plcasc fill out-the workcrs compcnsatio( ddress(cs) and phon numbcr(s) along with thcir ccr6.5catc(s) of ncccssazy, supply sub-contraLtor(s)n3mc s , insuranco, Limited Liability Cop anics� LLC or Limited Liability Partncrslups (LLP)with no erployccs othcz than ° mombers orpariners, are notxcquircd to carry workers' maybe submitted to the Dcpartmczl of Tndushial ould employees, a policy is rcquirCA Bc advised that this affi �' A cc'dcnts foz confMation of�urancc coverage. Also be sure to sign and date thevGfitrd-da not p� cat hof qu bo rcttuned to the city or town that the aPPJicatzon tot the permit or o la-W cif y aro required to obtain a workccs' Industrial A' M-dents. Should you have any questions regarding co ensalion oJiey,please call the]Department at the uur4bcr listed below. ScLf insured copanies should enter thciz self i sura.np]iecnsc number on the aPPropriato line. City or TOTrp officials Please be sure that the affidavit is complete and printed legibly. The Dcpartmcnt has proo die as p&c tbo PPbottom of tho affidavit for you to fill out in the cvcnt the Offco of Investigations has to contact y g licant Please bo sure to fill rn the pe�t/Iiccwc number which will be used as a reference number. In addition, aPP current Ic ermit/license applications in any given year', need. only submit onG affidavit indicating that must submitmuitip P olic information(if pceessary) and undcr"fob Site,Address" tho applicabt should write own 1 Y b°provided to(thC or P. Y City tDwn) „A cbpy of the af�daYit that has been officially staped or rnarke Ycd a Lir�nt as prDOE that a valid affidavit is on file fox future permrts t of related�to any business or now cobznmacialovcnture pP � a liccns c or ctznl n ycar.'Whoro a home owner or citizen is obtaining p (i-c. a dog liccnsc or.permit to bum lcavcs dc.) said persoll is NOT required to COplctc this affidant and should you haYc any questions Tho 0 ffi cc of Invcstiga-bons would JIG to thank you in advance for your cooperation please do not hesitato to give us a call 'Ric Department's address, tcicphonc•and fax number. Tht) CommonwcaJ.th of Mas-wh- s tts D,} nept of Industrial AccidentS Office of Ir�vestZgat.ons 600 Was gt()n StMDt Boston., MA 02111 TGI; # 617-727-4W..0 ext 4.06 pr 1477-MASSAFE Fax# 617-727-7749 Rcyiscd 11-22-06 wv,,w.mass..gov/dia It[yc Guide to Klood Corrs'tructiopr ijr• Hi ll J.Yrul tircns: I10 yin rl lorrc I �Iassqcl1t)Setts Clleciclist i�oc Compliance (713o cnrR ;�bi:z.l I) chv Compli anc 1.1 SCOPE ...... ............ ....... ........ 110 mph Wind Sped (3-sec. gust)........•................................................... .......,....0 Wind Exposure Category ...........•.......... ........................ ..............- - En Ineerin Required For-Entire Project . Wirid Ezposute Cafegory:::.-.:.:::.�.. 9 9 q _._ ... 1.2 APPLICABILITY stories 52.slodes' Number of Stories (a roof which exceeds 8 In 12 slope shall be considered a slory) S 12:12 (Fig 2) ........................................... ft < 33' Roof Pilch . ..............(Fig 2).................................................—ft 5.80' .......... Mean Roof Height ...........,•...............:.......................:... Building Width, W ............................ (Fig 3)................................................. _ft s'80' BuildingLength, L ,•.......... ...........:.......................... ...........(Fig 3).............................•...................— �3A Building Aspect Ratio(L/W) ...........-•••••............•••••""""•" (Fig 4)................................................. <6 a" Nominal Height of Tallest Opening ........••.•••.••••-- :.(Fig 4) ................................ 2 .... 1.3 FRAMING CONNECTIONS ..........•... General compliance with framlrig connecllons....................(Table 2)................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 ........................ Concrete.........., Concrete Masonry ................................:........... 2.2 ANCHOR N AGE TO FOUNDATIO ''. concrete only 518" Anchor B011s:lmbedded or 5/8"Proprietary Mechanical Anchors as an alternative.in in. general .......(Table 4)............... . ...•..........•... ...... ' Bolt Spacing-gen .........................:......... . , In. - - Bolt Spacing from end/jolnt of plate „................:..........(Fig 5)........I........,::..,.,......... . in. z 7" Embedment ............(Fig 5)................................................. Bolt in. z 15" •.......(Fig 5).,........,,r:,....,,,.,•................... Bolt Embedment-masonry.................•:......••••• z 3"x 3"x '/ .,...,.Plate Washer..........•........••••-•• ...................•....... ...(Fig 5 ................... 3.1 FLOORS (per 780 CMR Chapter 55).................I................. Fioor-iraming member spans checked . _ _ Dimension.., ' ..•....,•.,..(Fig 6)..............•,..,............................... 1•...ft < 12 Maximum Floor Opening . Full Height Wall Studs at Floor Openings less than 2' from Exterior Wall (Fig 6)..:.. Maximum Floor Jolst Setbacks .......... ...... 5 d Supporting Loadbearing Wails or Shearwall................(Fig. . (t s d Maximum Cantllevered Floor Joists ' •.••• ••(Fig 8).............••••„•••••••••••• Supporting Loadbearing Walls Qr Shearwall:..;- (Fig 9)•.......•.....•..., ........................................In. Floor.Bracing at Endwalls..............:... ......•••••••• • •••• ••'•••'(Per 780 CMR•Chapter 55) Floor Sheathing Type Chapter 55 ............•............................ Floor Sheathing Thickness.....................•••••,• .•... ......., (per 780 CMR p ) in edge/_in field Floor Sheathing Fastening......:..............................••• (Table �)..`d nails at g 4.1 WALLS Wall Height ..(Fig 10 and Table 5) _ fl < 10' — Loadbeadng walls.,•...:.............•.................................. ft s 20' ' ..,(Fig 10 and Table 5)..,..•.......-•- • _. Non-Loadbearing walls .................:.....................•• (Fig 10 and Table 5) "in. _<24°.o,c. (( Wall Stud Spacing .,•..................................................... s d (cgs 7 & 8 Wall Story Offsets •.•''••""""•"•"" .4.2 EXTERIOR•WALLS' Wood Studs Table 5 ..........:.................-.fix—-— — In, ,-- Loadbearing walls.......................... ( ) : .........2x— fi-in. Table 5)................... . Non-Loadbearing walls........................................... ( .. Gable End Wall Bracing . _ .• (Fig 10 . — ....................................................... tuds ' t zW fl"3 Full Held Endwall S ...(F,g 11).......................................... WSP.Att(cFloorLehglh......:.. ......:•.....................•. ........ .......... z0.9W 'Gypsum Ceiling Lengih (If WSP notused)....:..............(Fig 11).............. . .. ---1 0 n F rl n.r. .. (F)a 11).............................. rc AHIC Gitirle to ll%0d coImo irc�inrr irr. f/i�Jlr Jl�i�rrl,drens: 110 Mph 1'01-111 Lone f�'(�ss�cfllt5ctf.3 Cllec.ICiist for Coi1ip.Iia.nce (780 ciVrR_s.1o1.2,1.1)' Loadbearing Wall Connections Lateral(no. of 16d common nails);.....:.1........................(Tables 7).................................I.......... ......... Non-Loadbearing Wall Connectfons Lateral (no. of 16d common nails)............................. .. Table 8 ....................................................... Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ...•......•.......(Table 9) ft in. s i V Sill Plate Spans (Table 9) fl in. 5 11' Full Height Studs (no. of s(uds)...................................... Table 9 Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header-Spans....:. (Table 9).............................. —.f. in. 5 2" Sill Plate Spans.... ......(Table 9)............:.......•............. fl in, 5 i Full Height Studs (no. of studs).........•.....•............. ....(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously'l Minimum Building Dimension, W Nominal Heighl of Tallest Open! .,•..................•................,...........•.......•...........,........ 5 6'8" Sheathing Type.............................................. note 4 . Edge Nail Spacing ..........................................(Table W or note 4 if less)........................ in. Feld Nall Spacing :....•.....:.::.....(Table 10)...I......::............... p g.....•............ in. Shear Connection (no. of 16d common nalls)(Table i0).................................................... ..— Percent Full-Het ht Sheathing Table 10 ...................................................._ 5%Additional Sheathing for Wall with Opening > 6'8'(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Openfng2.............. s 6'8 SheathingType..............................................(note 4)....:.,....,..,....,,........,.........,....,,.....:. 'Edge Nail Spacing..........I....•..................•. (Table 11 or note 4 If lesss)....,................. In. Table 11 In. Field Nail-Spacing .........•...........: . ),................•..,............................. Shear Connection (no, of 16d common nails)(Table 11).........................••............................ — Percent Full-Het ht SheathingTable 11 ......:............................I........:.......—% 5%Additional Sheathing for Wall wifh'Opening> 6V(Design Concepts)...:.....•.......:.. Wall Cladding Rated for Wind Speed?.......:...................................................... ..............•.......................................... ,,.... 5.1 ROOFS. Roof framing member spans checked?.......:................(For Rafters use AWC Span Tool, see BBRS Webstte) " Roof Overhan ... (Figure 19) ............. ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary.Connectors Uplift .(Table 12)......:.... ....:...........................U= plf ff Lateral .Rable 12).............................................L= p Shear......................•.....:...................(Table 12).........................I...................S= pl( . Ridge Strap Connections, if collar ties not used per page 21,.. (Table 13)............................... T= plf Gable Rake Outlooker............................................(Figure 20) ............._ft s smaller of 2'or V2 Truss or Rafter Connections at Non-Loadbearing Walls Proprlelar Connectors . , Uplift :...•....................(Table 14).......,....................................U= lb. ......•................ Lateral(no. of 16d common natls)..•(Table 14)........1.....................I........L='. lb. Roof Sheathing Type ................:.:.......... .....(per 780 CMR Chapters 58 and 59) ...,........ Roo(Sheathing Thickness.................. ..................:.....'..................:.........•...•....•......._In: >_ 7/16'WSP Roof Sheathln Fastening .......... ....................(Table 2).•,................................. —. g g............. Notes. 1. This checklist shall be met in its entirety, excluding the specific exception noted In 2,'to comply with the requirements of 780 CMR•5301:2,i.1 Ilem 1. If the checklist is met in its entirety then the following metal straps and hold downs are not' required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5. . b. 20 Gage Straps per Figure i i C. Uplift Straps per Figure i4 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure i8a and Figure 18b 2. ' Exception:Opening heights of up io 6 ft. shall be permitted when 5% Is added to the percent full-height sheathing requlrenients shown in Tables 10 and i i. 3. The bottom sill plate In exterior walls shall be a minimum 2 In. nominal thickness pressure treated#2-grade.. I 1, 1 . f1 bl'C' rf Come Ciridc) In 1�1'D u&Coir,ti•ti'ftclinn in /JiIS1/i i'l�inr(;(r clu.�: .110 rrr�lr 11'ie'r [� assaclltlS C. Ch r.Cclist t•OI- Co11,13 erl11CC (�s0 (Wirt 5101.2-1.1)' -He 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full Sheathing and Nall Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16" and'be installed as follows: I. Panels shall be installed with strength axis parallel (o studs. ii, All horizontal joints shall occur over and be nailed to framing. iil. On single story consirucllon; panels shall be attached lo-,bottom plates and to member of the doubt lop plate. o panels shall be attached to the lop member of the upper double tof IV On two story construction, upp r p plate and to band Joist at bottom of panel. Upper attachment of lower panel shall be made to band jo and lower attachment made to lowest plate at first floor framing, V. Horizontal Hall spa l enlere double � fig lates, band)oists, and ures below: Vertical angd Horizontirders talbNail gufor Panel Ai achm• staggered N 3 Inches on P 5. Glazing protection: a) new house or horizontal addition-required if project is 1 mile or closer to shore (generally, soul Rte. 28 or north of Rle• 6) b) vertical addition-not required unless there is extensive renovation to the first floor c) replacement windows -needs energy conservation compliance only(chap 93) 6, Wood Frame Construction Manual (WFCM)for 110 MPH, Exposure B may be oblafned from (lie American.Wood Council. (AWC)website. .-yMeN THIS EDGE RESTS 014 I FF�IIJG USE 6d NAILS AT 5.0-C- U I 11 1 1 d .j 11 cc�N 1 11 , ~ Y l I Z d 11 11 O I I It 11 it ' •• I I I I I � 1 .� I Z'( '1 I I I� •� 1 I I .J 1 II I IL o 1 0 io � j• II Q ii l I 1 Q (w7 d 1 1 1 1 I II e ^ �l x � I 1 d (a ••II �I I W A ING MOABFAS w 1 I ,II 114, I FR ,1 11 f i t i t ri I I E EDGE SVTFDIA7E LU NI, J II I I ' I 'T 1 zzW li QQ I �' � I f ' STAGC.EREfl - PANEL DDUEDGE ----•- - ',11 NAIL PATTFAN :F ' I.LSYti'sPA c;NG 1 4 PANG— - � DOUBLE"LEDGE SPACNC DErAI �— FANF'-EDGE y� See Delail on Nexl Page De tall Veiiical and Horizon(al Nailing Vertical and Horizontal Nailing __._ a fir Panel A(tachmen( opYHer Town of Barnstable , Regul2tory Services- yixNsrxn�, Thomas F, Cciler, Director Building Division Tom Perry',' Building Commissioner 200 Main Street, 14yannis, MA 02601 www.torvn.ba rns(a ble.ma.Lis Office: 50'8-862-403 8- Pax: 508-79I Pro ' erty own Must Complete and Sign. This Section If Using A Build cr as Owner of the subject property a6 ,y' hereby authorize 5v 7' to act on my Behalf, in all matters relative to work autaorLcd by this building permit application for: 05- SSA v�` - - G�5 Aay!AC, U1.# (Address of Job) I Signature of Owner Date L :3) �/�T Print Name if Property Owner is applying for permit please complete the Homeowners License Exemptiofl Form on th'e reverse side. I Towa of B armstable Regulatory SezY>,ces 3 Thomas F. Geiler, Director B,IRNSTABLE, MASS. Buildiag pi-VISIOD sd79• �� µal" Tom Perry,Building Cornrr>issioner 200 Main.Strcct, Hyannis, MA 02601 A,}yjy.town.b2rns(able.m'2.us Fax; 508-790-6230- office; 508-862-4038 BOh4EOWN> R LICENSE EXEMPTJON picase Print DATE:. )OI3'LOCATION: Yillagc s 4'cct , number "•I-IOMEOWNLR": work phone# home phone N nano CURRENT MAJLCNO ADDRESS: stale zip coda city/town excm lion for"homc�crs �'as extended to include o�mcrsoca>iPeII d1yrolnded that the own or er acts s The cuiTent p to allow homeowners to engage an individual for hire who does not posse superYisor. pEFM'ITION OF AOhtEO)VNER on ich re is or is rd Pcrson(s) who owns a parcel of land on'which he/she resides or intends to r tolduch usehand/orefarm structures dA to be, a one or two-family dwelling, attached or detached structures accessoryRuch rrn acce table to the Building Offiicial, that hG/she shall be crson Who constructs znorc than ope home ul a 0 ya fo eriod shall not be considered a llordcowncr, /sh P ' `horneowncr" shall subnmit•to the Building Official on. cnnit, (Section 109.1,1) responsible for all such wbzk crfon-ncd under the buildin RP e undersi ncd "homeowner" assumes responsibility for compliance with the State Building Codc and other The g applicable codes, bylaws, rules.and regulations. Th'e undersigned "homeowner'' ccrtifics that he/she understands the1, comp own ofBwith said P occduTes'andent minimum inspection procedures and rcquircmcnts and that h / shc requirements, Signature of Homeowner Approval of Euilding Official • Note; Thrcc-family dwellings containing 35,000 cubic !cc[ or larger will be required.to comply with (he State Building Codc Section 127.0 ConstrucHOMEOWNER'S EXEMPT ION erforming work for which a building permit is required sha11 be exempt from the provisions The Code statu that: "Any homeoKnerP engages a crson s for•hirc to do such Licensing of eonruvetion Supervisors);provided Dial if the homeowner eng g P () of this section (section Io9•I,I -L g c dix work, that such Nomco�rnLr shrvl act a supervisor,"' the res onssbtlities of s superYisor(sec.spp n Q, Many homeowners who use[his exemption a'rc uniwxrc That they arc assuming P Ru)cs &•Rcgula�lions for Licensing Construction Supervi sorr•Section 2.15) Ibis lack of awareness often results in serious problems,particular y on LS it when the homeowner hires unlicensed persons. In this�msl�our uicBponsiblc not proceed against the unlicensed persarl of the permit pplicition, Supervisor. The homeowner acting as super eisor is ul Y currently used by To ensure that deal rn he undersla)nds the responsibilities ponshbihtic CT p ofsa 8ulpervi orny0n lnh I s'lup�gc of this�is issue is a form Y that the homeowner ccf"ryth forusc in your community. Town of Var st,-Hble DFZME ro Regula.tor;y Sei vi- es .Qom^& ti '1'110111as 1'. Geiler,1)ireclnr y�uAxvsi_au = Building Divislor.. MASS. �a 039. �e 'Thomas Perry, F.Wilding Commissioner TFo �a 200 Main Street, ]ayaimis, Mil 02601 Office: 508-862-4038 Pax: 508-790-6230 November 17, 2009 Ms. Phyllis Cole 114- Bay Street Osterville, MA 02655 RE: 285 Seapuit Roa.], Osterville Dear Phyllis, This letter is in response to the correspondence from Michele; Cudilo regarding 285 Seapuit Road, Osterville. In reviewing the site personally and the letter from Michele proposing how to create a barrier for the pool, I agree the proposal.as proposed in Michele's letter meets the intent of the barrier requirements under the Massachusetts State Building Code for a private pool. If I can be of further assistance, please do not he:;itate to contact me. Sincerely, Thomas Perry, CBO Building Commissioner Coi�1�1�� U D TOWN OF BARNSTABLE Building Department - Foundation Permit Date I�.kho Permit # �,oloole327 Name E, (3, rvoRR=S hSoN, z.11iG. Location ASS SEAPu,-K--:T KD O STE2v2u.E Insp. of Bldgs. y o > ��� I � � I 11/04/2009 23:28 Michele Cudilo, PE N0. 040 01 MICHELE CUDILO, P.E. Consulting Structural Engineer Centerville,Massachusetts 02632-1979•(508)771-7601 •Fax(508)771-7163 mcudilo@comcast.net Town of Barnstable November 4,2008 Building Department 200 Main St. Hyannis, MA 02601 Attention: Mr.Thomas Perry ADVANCE COPY VIA FAX: 508-790-623 Building Commissioner RE: PROPOSED POOUCABANA 285 SEAPUIT RD.,OSTERVILLE, MA Dear Mr.Perry, At the prior request of my Client's representative,Phyllis W.Cole, Landscape Designer, I returned to the above captioned Site on October 29,2009 with Mrs. Cole, for the purpose of addressing the structural requirements of th c r above captioned project, in particular as related to the observed landscaping in light of the Pool and Cabana building new short retaining wall construction, and fencing requirements,as suitable per Massachusetts State Building Code 7d'Edition requirements. 1 also met with Ms.Cole on October 22,2009 to review the alternatives for the proposed retaining wall,based on existing topography. The site is residential lot on Dam Pond, inclusive of a one-story residence with attached garage and detached barn building,with a gravel drive at the street front,per Site Plan by Baxter Nye Engineering&Surveying, The grade is relatively level throughout the house area of the lot,and the lot slopes toward the rear,where there is a dock and adjacent wetlands. You informed me that the Town of Barnstable requires that the Swimming Pool Section of the Massachusetts State Building Code needs to be adhered to. During our walk-through of the site existing landscape conditions,we explored supplemental 4'high fencing along highly vegetated areas, in particular(starting at the Garage right northern corner traversing counterclockwise),we flagged the following areas that are not to be considered as impenetrable barriers: 1. Need 4' fence with access gate between northwest comer of garage directly across to impenetrable rhododendrons; 2. Right hand side(facing toward the rear),northern rhododendron barrier,we flagged areas behind hydrangeas,where not fully impenetrable; 3. Along the northern property line to the coastal bank as we flagged,after careful consideration; 4. Downhill of waterfront coastal bank,adding a 4'high gate at the third lower landing riser,and below dock U N stair/landing,as flagged,toward the existing'iron.gate at the Seapuit Road right-of--way. The gate will have wire added according to code. -_3. Flagged point from southwest end of existing iron gate about 25'along right of way into the impenetrable area of phragmoides,cat brier,poison ivy,etc, CC —6. Install 4'high fence behind statue base pedestal to the south,or provide heavily branched plants 3-1/2'to o �- 4'high(i.e.yews)in planting clearing pathways; �- Continued Z t1 O 8 � • 11/04/2009 23: 28 Michele Cudilo, PE N0.040 02 i PROPOSED POOL/CABANA 285 SEAPVIT RD.,OSTERVILLE,MA Page 2 7. Plant out path at left hand side of boathouse to the east, 8. Either side at rear of new Poolhouse/equipment area to be determined in field by Mrs.Cole after foundation and sub-grading completed. In reviewing the 780 CMR 120.M 105"Barrier Requirements"the fencing design concepts offered for this project are consistent with the guideline requirements. it is noted that the 4'non-climbable fence is for toddler protection. • Vertical clearance of 2"between grade and bottom of barrier; • Openings shall not allow passage of 4"diameter: wire fencing(probably vinyl covered)with smaller 2.25" openings will be provided; • Gate meeting same-requirements as above shall open outward from pool location, self-closing with self- latching,equipped with locking device; • The pool will be equipped with an automatic pool closure,since the residence wall serves as barrier. Retainlne Walls Note that the proposed swimming pool is a self-contained system,and as such does not require structural retaining walls outside the pool walls at the rear sloped grade. Per approved Conservation Commission Notice of Intent play by S.Wilson,RLS,Baxter Nye Engineering& Surveying,to be revised eliminating concrete retaining walls at the southwest along pool,regarded with convex profile,and optionally terraced. Final topographic information will be provided,using 1:1 or 1.5:1 slope in areas. Conclusions and Recommendations The above information provides you with the minimum requirements for maintenance of the structural integrity of above captioned site,namely maintaining the slope without structural walls at the pool southwest side,and completion of barrier fencing. Please call to discuss any of the above,as we continue to work together on this project. Stiosmlyl r Cosigned by Project Landscape Designer, J'J 'chele udilo, .E. Phyllis W.Cole /2009-24 "Op� MlCHELl: ' CUplLo110-34774 A tr: • I r ���� TOWN OF B�RNSfiABLE Building 201400531 BARNSTABLE, ; Issue Date: 02/06/14 Permit MASS. A i639• �� Applicant: E.B.NORRIS&SON,INC. rFD�p Permit Number: B 20140247 Proposed Use: SINGLE FAMILY HOME Expiration Date: 08/06/14 Location 285 SEAPUIT ROAD Zoning District RF-1 Permit Type: GARAGE DETACHED RESIDENTIAL Map Parcel 095007001 Permit Fee$ 561.00 Contractor E.B.NORRIS&SON,INC. Village OSTERVILLE App Fee$ 100.00 License Num. 102014 Est Construction Cost$ 110,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND BUILD NEW 1 BEDROOM STUDIO W/1 BATHROOM,W/A 4'FROST VIALtffls CARD MUST BE KEPT POSTED UNTIL FINAL FOUNDATION, SLAB ON GRADE i STORY INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: REHNERT,GEOFFREY S&LAURA A BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: C/O AUDAX GROUP INSPECTION HAS BEEN MADE. t 101 HUNTINGTON AVE BOSTON,MA 02199 Application Entered by: PR Building Permit Issued By: 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. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). VISIBLEPOST THIS CARD SO THAT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health TOWN OF BARNSTABLE Builaing 201400531 BARNSTABLE, Issue Date: 02/06/14 Permit IF MASS, 039. 3.Nk Applicant: E.B.NORRIS&SON,INC. Permit Number: B 20140247 Proposed Use: SINGLE FAMILY HOME Expiration Date: 08/06/14 Location 285 SEAPUIT ROAD Zoning District RF-1 Permit Type: GARAGE DETACHED RESIDENTIAL Map Parcel 095007001 Permit Fee$ 561.00 Contractor E.B.NORRIS&SON,INC. Village OSTERVILLE App Fee$ 100.00 License Num 102014 Est Construction Cost$ 110,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND BUILD NEW 1 BEDROOM STUDIO W/I BATHROOM,W/A 4'FROST AUHIS CARD MUST BE KEPT POSTED UNTIL FINAL FOUNDATION, SLAB ON GRADE I STORY 1ST EXT TO EXP 2/4/15 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: REHNERT,GEOFFREY S&LAURA A BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: C/O AUDAX GROUP INSPECTION HAS BEEN 101 HUNTINGTON AVE BOSTON,MA 021996 Application Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON AWL ERTY,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 MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). VISIBLEPOST THIS CARD SO-THAT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health t Anderson 781-857-1000 Fax 781-857-1054 Insulaflon, Inc. www.andersoninsul.com 706 Brockton Ave PO Box 2003 Abington, MA 02351 Insulation certificate WORK AREA ITEM INSTALLED Underside of Roof R-29.6 Icynene Open Cell Foamed in Place Insulation LD-C-8in EXT.Walls 2x6 R-20.3 Icynene Open Cell Foamed in Place Insulation LD-C-5.5in Floor R-28.8 Closed Cell Foamed in Place Insulation-4.5in*Thermal Barrier Required Ignition Barrier DC 315 Sprayed on Thermal Barrier for Foam Customer: E.B. Norris&Son Builders Job Number: 174556 1 Job Address 285 Seapuit Rd Osterville Pool Cabana Date Completed: I ler ' nature I ` PROJE�&o NAME: ADDRESS: PERMTT# �� LG pS`l i3 PERMIT DATE: LARGE ROLLED .PEAKS ARE IN: BOXZ)4 SLOT .Data entered in MAPS Program on: B Y: Project Name:rAJ(w uf�---d(D0M ( Vrl GAG Address:=Zv5 i OSf�rvI��I . Permit#: 2 t� Permit Date:-- =—=1 = - ---------- M/P:_ H5706,Twt LARGE ROLLED PLANS ARE IN: BOX: r1 1U SLOT: Date entered in MAPS program on:=_�� � �° By:— �- PROJ-EC . . n NAME: �4 c. S� .�. �1��0.,1 ,� C —lc I� ADDRESS: PERMIT# 00 y PERMIT DATE: Z J M/P: - 00--� LARGE ROLLED PLANS ARE IN: B® SLOT Data enterers in MAPS program on: 3 :j By: I - PROJECT NAME: ADDRESS: PERMIT# 7_D I .PERMIT DATE: <�;l ) M/P: LARGE ROLLED PLANS ARE ENT: BOX SLOT � Data entered in MAPS program on: B Y: PROJECT NAME: lc , Q ADDRESS: PERMIT# .PERMIT DATE. LARGE ROLLED PLANS ARE IN: BOXI . $LOT Data entered Yn NIAPS program on: 3 o Dsl�Zl� y Foundation Foot Plan in Osterville, MA Address 285 Sea uit Road Prepared For : Jeff Ann isNE.B.Norris & Son, Inc. Assessor's Map: 095 Lot: 007-001 Baxter Nye Engineering & Surveying Community Panel Number 250001 0018 D Registered Professional F.I.R.M. Map Zones: All (EL. 11.0'), B & C Engineers and Land Surveyors Plan Reference: Land Court Plan 5728—G, 5728—H 78 North Street, 3rd Floor Certificate of Title: #184,943 Hyannis, MA 02601 Phone — (508) 771-7502 Fax — (508)-771-7622 Owner: Geoffrey.S. & Laura A. Rehnert Job Number: 2008-007 Scale : 1" = 40' Date : 05-07-2014 Cn 2$� V �C; 5 - � C / CQ 095-007—OOJ V V rY7 N/F DA �/D B. BREED CERT/F/CA TE g049168 0. MAP 095 SB) 011 PARCEL 007—001 V V 117,351 SF.� EXISTING FOUNDATION V 110.00'—, S 29'34'13" W 0 i r,' 160, \o Q T.O.F. 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DATE SG�" �o F 265 SEAPLIT ROAD -� BARNSTABLE OSTERVII,LE MA 07-23-20 PATRICK AHEAAN The Rehnert Residence +v paErfck:,hcaf n om The 285 Seapuit Avenue RehnertResidence Osterville, Massachusetts 285 Seapuit Road Osterville,Massachusetts Gcncml Notes: ui>uRE•u rxErmnrE.�cs'm��r�ii's eE rExrcraiEcmmu� iv,�:sEi im w.u+vc�c�cw Wnp.S�rE suerc:Euciocu u:n runinmv cmt_c CPFn.LLCETTRA[,EVtWLLE ECS Sft1E W G NL RTa I1R Nr11A M.wFIYl nfli�Rr,1}IIY'(Cx� T�ECtPTrM MII�¢"S November 20, 2019 r.IXu'wE ttw'rtwCx,R�11w.eE rtJi\�c v¢S rt'aixEMM�:.TCglM A?n:l� .LL R[@.,rU1C.,5GET,En:T1Rr,141: RErnEEPr:anrsls'mtaT - Drawing IndexN` ' DRAV✓CNG NUMBER 91 �" Mir re.c,nr.w,w.ran,Ea=.uc nE.i rt rt rs R SERIES: ociu.'cizc:orarra,sac'�niaEtcsis; mo'c'RECEnTruiu`:rs'E c"u"`cn"" Cover Sheet-Cover C D—ving Copyright ,x,x Architectural Drawings E-1.0 EXISTING FIRST FLOOR PLAN T1e�tp ETEM11 r`I R $amtable Bld D �� A-1.0 FIRST FLOOR PLAN prowd fats: Cover A-2.0 FIRST FLOOR REFLECTIVE CEILING PLAN permit yu�) r�Q A-1.0 SECTIONS AT ADDITIONS permit* AS.0 WINDOW&DOOR SCHEDULES A-7.0 INTERIOR ELEVATIONS~ A-7.1 INTERIOR ELEVATIONS SCAN ED S-1.0 STRUCTURAL DRAWINGS DEC . 61018 November 20,2019 e—!! issuE naT¢ . =`��eV�/.A� ❑rEnnar. �rnN$,RUCTinN' RE„SiO�rs — no..r. 0 o.rc acCHMC,axnE s—P Cover ASSESSORS PER: j gi •'ry cb II I Map 95 Parcvl 007-001 �s•,!�,�•'I/ ti?d> r �r OVERLAY DISTRICT: GP-croanewomr Pramauon melrmt �1'EC .t(• iC• �� .��i<5 FLOOD ZONES: AE Dax IJ'.AC Erex 12'. @ X(Min Flood Hez.) .�s o�. •.�^l: Cammunlly Panne)Na �• �1A D e e.erB;d r ara i2s00r c osr,Aa J .'.er�.,,;ISt�\.`•FY�`y'\ ';' j,;�» E!lactlw Jul 16.2019 J /a zoDy r r L t: »ad REFERENCES: ✓Y/ n Lcr 5728 c Lot 6 LOCATION MAP s M - $Aed LCP J 728 Het 6 (1•-z00o:7 ZONE: RP— Areo(mi)87,20-Si(RPOD) 15,vptaod` // Md1h 9a N(mrn)- / o/ll s�e c s)Izs' Front 30' Srde 15' Ram 15' /// � / Crowl Draw E e(1�g e6 k per \\ . O own \\ \ \\ \ \r A— r\ I z Proposed /rerrpca \. ` \♦ slop• \ ;, \ (// \.\\ rzo Addition / \\ �> `• r C—o a;. , S ^ \ \2s \ 190• / / r J \\ bm9ara 1 r/ I ` \ 1 Pmsaa ` ` \ I ty285 i t 2 Sty 99.5• gas w/f Dwelling wF/AIQ \ W O C \ \ \ Proposed Born t Addition I ^i wF/Afi t%�\ \ /�..^ �\ \\\\ \\\'yam\\\\ \ �' '_ ♦J � t � / F I too, d r \ —I I23. WF/A5\�y \` \\ \\ \` `\$ q\\` Doll HouseGuest House ; a# /as \ 'b. � \ \ \\ \ Door w Acc eeoy. J4.Y M'/AS \�\ I t•7T Es4atuig Seplc 4 y�°�. ��\\\• r Q! \ l a'vrrea a WeIIA tforoe. 0 T sfee 9 rt zorr rmst MF/AI[� J LEGEND: (D CDT Cedar True \. 0 H7 HW/y Treo \ NOTES: PREPARED FOR: PREPARED BY: TIRE Site Plan or Daclduous Troa *�CT Con/!emus Trve I)Tha st—t—share-ro locot d an the 91111d Geoffrey & Laura Rehnert ° Engineering& Proposed Additions by cvnvP"Peal survey methods onneNowmbm Q 2019. C/O AU<tOX Group Sullivan consuift lna At o ra,U101ty Pare —E— Electrk 2)Die Prcpmly lino In/atron ahowvl hereon was �— �, p0edf—Y.1, record rn rmmotian,TUPv9rvpKc 101 Huntington Ave. maormatra.war camp9ad uAng amwnhana A,rrwy 508 428-3344•P.O.Box 559.711 Main Street,Osterville.MA 02655 Wotlond Flog thud vnd R.K[SS ( I o U9ht Past Boston MA 02199 secs@sullivanengin.com—.sullivanengin.com 285 eapuit Road O CB H J)Tha dotum used to NAM 1988. Barnstable Osterville Mass. W � 60 120 Oroft: C7R Field: WHK/JOD/CTR�HW— Overhead�es 30 0 IS JO —25— 0-11-Contour Review: J00 Comp.: CTR °ATE' November 21,2019 SCALE1"=20' Project: Rehnert I Project#.• 390028 I L PATRICK AHEARN •��• pe«sii —r—ickahr•ar-c ---- ---------- ---- 1 ____T.I.____ The I I I I I I I I II Rehnert Master Bedroom No.1 Residence 1 I I 1 285 Seapuit Road Osterville,Massachusetts I II 1 rV I I I General Notes: 1 I I •IRu'mR.nrualu:R UL I l I �"n,rrecL so'inirsE nL�¢� 1 or..oel:w,w.RElvmu Rn n:chl. • I I I �TE��.''+rnnma".vu.w'�illanl:cuie_________11_-- snrLm.L>tclmcuA.•cn.nlnv�emoc M t r Bathroom N . co.TruccNmurcm�luLw:r voN� ------------ T 'r ------- 'c-------� iwEmR.axunnc,w.ruaIImNECL� ------- ^ •cv mRmwltrtK<iornnRKrnlsvcw II r 1 I I 1 1 I I I I 1 1 I I tMTNELC.:'rrtCTttCUIId'1S I I I I I I I I I I LwreKrt n. --- I I I I I II II II 11 _, Nn�REror,rn,�,,,�n..•��N,rarT. f1 II I I I I I I I urr ucEv.�l:u'Icv,Nuu nERnvc I I I I I I 1 1 I I I I L�;u sulru u'n'�r-.1 c�rr.R I I I I I I I I I I I I I I crRmneu,Tru's/wnrn:.TentTers II I I I I I I I I I I 1 1 L.v:rrenrl6 reusom•nIE I r-------IL-------1—I—Lorne p I I I I I I mcm �vQ�ncarna:ty armnucr..InTu u Ti0[•M XEELOLV 6tt•cE — URVK:m1Cn1E�TLYLRm'lO'l+IEnEN. 1 1 1 1 1 I EKucmTcurtcr.mnlEvinluv. 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I I 1 t I ' 1 11 II — t l 11 II II 1 I � II II 1 1 1 I I — I I t l 11 I Iranxs,u�.n.,u:clmQr.L,r a I n II Pwdr �= Pwdf 2 ________ Room ♦�r_1 11_�11 _____7__—__—__—__— n LI It 11 II 11 1 — --LL__—_JL____1l____ II C _GuestBahroomNo.2 rr----7r- Existing xistingo,First u:r F irr�anr�:nrcsw'c reuatnrw :cFewweL'rvl�nxuor oEn r Plan Hall I 11 n 11 I =__ I '----J R Cmrancc I II II II I I I Laundry __ I 11 II II I II Guest Bathroom No.3 ----LL----J L----1I_—" OI+EN TO BELOW r = __ --- _ 11 11 I II II I -- I -- • �r.�lt'� __ I I I I MudroorihI II ----I II I t I I I II 1 II I I J--- 1 ------- -- I I � I Guest Bedroom No.3 1 1 I I I I I I II I I I I I I 1 I I I I DECK/PATIO L__________J r- ---------Ir-- --------I I I I t I I I I I 1 I I I I I T CAR GARAGE November 20,2019 IttUi.naP:: O EIOC4NG O P[MIIT: O co.%5TKuUION RM�InNS: 13 O Unnr On•E. 1 I I I I I O nr 1 1 I I I I o uan: I I I I I I I I I I I I I I I I I I ARummrunu srx.LP 1 I I I I I I I I 1 I I 0 4 8 12 Scale: 1/4"=1'-0" �m 1 PATRICK AHEAR14 i • � •' R.�nmr— The Rehnert MASTER Residence 6COROOM 285 Seapuit Road Osterville,Massachusetts lie INSTALL RETRACTABLE SCREENS& ROOF @ EXISTING PERGOLA 2B.—I Notcs: co:rnu.mn,vAcmnwAu.uA1:E Ru summ�mxmrs uaonlmuu<nvArE or mE a¢nilrnlrxrs a,Nis nXVEc ° RE-USE DISHWASHERS EXISTING PERGOLA LL„�n;N ALLOEm re"rn.L�,. -TO REMAIN P NLE\m„AUAP uc aE c u MASTER 00 11 01 BATHROOM ______________Aow, ETYE At Rull.11 urE _ _— s��mvmmmvmmm�_mmmmmvmv�� ANCNA arm.12CTUCAt MC RtRlPi15 RY�r- I i_ ��I,�av=__====�v ,"ai mmmmv�+�e Lnv'Ff.LL U�MnAC,MWALLRErLU[:ns TALLER SLIDING DOORS w�RR va cwPFslrt n•c�O j• " ---- I I- I III II _ I1II 1iIIIII .3a-'".II_II rIIII�-L -__`'s_;_ II1I yI1I_ :rsr ____-ryIIII-rCIIII-_e-----„-_�T+-_�-_lIIIII-II.E_IIIII�♦♦�`."•_a•�;_I;I;_m'""e v_III eIII TO ALIGN WITH WINDOWS L --- - - m __m -- (RE-USEEXISTING) _________-- - r NEW WINDOW ___ __ ___ 1 HER GLOSSY I7----- HIS CLOSET LIVING ROOM .r (21 niarsmmi,;,e*m:� r sr`v.sSre`.ur.wc.FTMnumm s.¢�r.x\ M�n m�,vr\nvcFinoYX.al�nll..crise,au n�T/�Nuo il:s v-AEacoo�nnc:unM.umvELLaa�Euromw�I nm o:namcrnE E�uYnws,PnEn�>oTaA�Rvc.rinn.O,cnncs rsrr.n. sxY , Iy Y. /_\ k III I-�•Fw_____ 1 I e I?�..R___ I �II II I I � asXAuixm,oEs.uenu irtls CnIJrEALm _�____ ' I I 11 0 t o i\6 1 II II 11 I I NECEAn rORrrre�slnsrAw DpcR I - V niiow I I I I 1 1 j I I 1• 9 I I��I I I I I ,nn\R c"4EcinL"rera`cm.me 'r,�'ul c - ` n S ,. v.l.L onnx,vnnisn ,,.Korn •• EXISTING 4 I I C 7r GEOFFS FFICE �' _-_ I 11 II cA,m.rcmvro. I I .. I I ® � b ____ 1 KITCHEN - .• � s INTEGRATE _� II - 1-toy - ____ 1 I I ---- --- j - --- ---- -- s_ ��_ n: PATIO INTO YC---- _ 1 __ L -- ..,u� I MD LY ROOn+ i i olao-x.�mv u.oi I I 4 nA\EI¢u.•aFrao % II —_ '1 _ _ I�•rt _ / I II REIWB WRLO Erc<rnl.v.cRw WALK SVAY I I I I I I IT --1r"�---TI---- I, l I I RGH WG TO I I _ _ I "O�•„ PANTRY naerl.u'r Dra,Ym^Co n hi: __ �� G Oa GLO.Er— III ivAno\•FII REMnIx II SCR•v6'.\•NLXrtra'r.�_ orx;K<. I I 11 II II I I • \ 1t I I Hni¢Eo,\�nuMcvs i a '. P.R.u2 -- I I — I I I I ara - • • I I I I I I I I I I \ +IIdvF< m.A AN�L rA,rxc Nlwv..rrrw ASnsuuN c } 01lUw P. I I� ❑ ppl: I /Ifs \ - ti 11.1C LIBRARY I I II II 11 I L__ �\ I I I I I POw DEIi—r CLOSET ROO+al 1 ------ N vtn+rNr All'a:l 1 BA fH•72 _ AL-R.r ; OFFICE GUE.c Proposed First a ENTRANCE I I I ° ENTRY HALL I II DININI'I RnnM II I', - -- —`- Floor Plan •Y• I, I I I I I I I I ___ 11 ----J1-----11-----ll---`t OPEN TO BELOW x- O GUEST BATH 93 II 11 _II • � ■ • I I ---- ---- -- - _-- I.AUUROOn1 II I I I GUEST BEDROOM N0.3 .. I I I DECK/PATIO I J � I I I II II �I GARAGE November 20,2019 iszur.mvr_s C161UCING: I O PFRRIIT: acoNsmvc,loN RCVIsinNs: ❑1AI: I I I I I I DUaTE: I I I I I I [1— I I I I I I nunTE. I I I I I I - I I I I I I ARu u,n:nmusT,u+P I I I I I I I I I I I I I I I I I I 0 4 8 12 Scale: 1/4"=1'-O" A-1 • PATRICK AHEARN ..mmevr REFLECTED CEILING PLAN GENERA.NOTES �~ ' I t xrnlarxuurcErLw.n,ret wmllss wEcn. .2ei.1> r.xw..... - IxrasrrrtsurrEne+c.,Ir�L eTnit.vr enmru wtv.Palri.ka hca rn.rnm I _ tEcn,Eo�.n�EtE�nIn�E,�..R�.-att,�.�E�rn The uuruacrdm.m vILL REax..T,Mnanw 1 Un�EHd�Rd. d�.oxn.E�xEuctn. I,u.o.n dt NLE534rt¢xw'14lATrED. ImAor`Sim1Ot)vuEH'nlnR R e h n e rt dxl Stu zE drntwc xnc„r . %�•[ Residence d�—CERno—R, MASTER 285 Seapuit Road aEDROOn, Osterville,Massachusetts GeV ne nl Notes: -A. MASTER n¢c¢�Irali rs°[e n `MS Au nrFF<xw.RE rEr2tram.wnul. er wAnr2ttim nu nrwcnm212c,u. srnTEAnsn'nnmuwlaeurt wLx.u2crvcnt nluc nanwlm dav_c cl'rm'x m.TRncrEu wut I¢r2uxv.� MASTER a•Fctn n tt aiRtnmcn.1 (4016. -' ' drtnlE mvrsncT[RInIPTS II II 'P.AL fn:f 1:M'rn'.AI.tLL LnttiT M I I II � •S,t�x'cunanT[WI[n I 1 I E\4n:SE9n'dr:e _ TIMS optcE rxn'[Fd' 2mcrxrmttn�r—e¢mac cMw'Rq IFEnrFArcz/wncn:.TrxTcls J(/-'��) HISCLOSEI' HCRCLOSET i� Arcrtt'�ianc c�vumn'.oc�niv ) I� =r 1====[ O .zndtr 5,i•'ErTrtu LIVING ROOM nrrcmp''nnrccv. _ _�urt5 MrV•v[T'xacr'.�\'tIT-3tRvt\'�tmAm:r2 mN¢�\SKNn¢CG'FTALttPSrKmr. F� TCMFS t�RCx tl'niT¢L•:d� G�TFS9rEMFtnu�mtmu.rtrrn'u mo d'An1NGCA�l1Au. d)ff.LLIXS<.VRt_�TxV/dl.�NLttrnt I I I:ITCHEN •••�,• nmT rr2v. INTEGRATE PATIOINTO 1I 11 GEOFFSE FFICE 7 --- - --- - -- -- FAMILY ROOM I Drawing Co"-Rhl: EXISTING "' IAYX nitH. I I rurxE N¢a'n nlslmin.u2 .nD rAirA-F ul£NS:,rNA E.TFLRL, FNTRY ErxEfMnxN pn�r�inns CLOSET a¢,vn•uxrrrRT.u[n*T P.R.:1 Arvxe:,r¢.ratrun u:nvlu2rxr r2 LIBRARY cErR'otCmnn:n al.wv'Ec n•�cWut IIPO,vDER _ \urawrx•.tr�E�AnT,xlFnru:rrn CLOSET (DDit+Imoirnr d:Nr[AF.'. G,IESf BATH 02 - v.[�inETtl^.A•:t•rArr.0.Y.4f�.FN.i•I•. LAUNDRY OFFICE Proposed Reflected -- _ - -- - - - Ceiling Plan ENTRY HAIL ENTRANCE DININ'f tOON, LAVNDRY OPEN TO BEI.Ow rA GUEST BA I F7 II 1 1 ----- - - MUDROOM 1 I I I I I I GUEST eEDROO.NO.T I DECK/PATIO I I ' I I � I II I GARAGE November 20,2019 IS--A ' D t*mC o: p PERART: OCORSTRVCTION- REwslnN.o all— : r--------� r--------� ❑Oars. I I 1 I I I OonT[: ' I I I I I I OltnrF' I I I 1 I I I I I I I I AWIMEUT IRALSTALIP I I I I I I I I I I I 1 I I I I I I 0 4 8 12 Scale: 1/4"=1'-0" A-2. r , PATAICIR AREARN mnii Sv.v.rnlr it kD heDrn.rnn - w5T04 ROOF • ro REwR! - The Rehnert Residence I�r'cowm sraRw4 ` - I¢wcoPPm srulmm 285 Seepuit Road ' SFMI ROOF,OR RUDDER • gA.ROOF.OR RURREA • ` T vFA'9RulECRP � - � pOy�q�Cq'1 Osterville,Massachusetts RUTw Exsnl4 . curtER AUTOR wsnl4 DurtER Cenral Notes: • • �R��R mArcR wsnF4 cum [M�ORnACrt'0.WaLLUAREALL mAiw wm4 I Tanlm eEAls 'iRrEM"PCLcculrniv.serTl�1P1J°nrns l.wmms I roRElaw! - El I _ sRALLVEPEnmun:nWccol. I In'SUIaTON lJOTrS: . • mmAl1 �� AL Eir.EIrrn1T'cLO1u Axe PLDAIwn�cLOE� " wALLs.a-xs / i oouDERlRlcwlmow I I I UJrr 'LW0.t R:AI _ SEE n1nO0w S0REWLEFFNmMxcL�nrt�f ro T'Plfal Alin'II.IUFf I - PLR]DISICf!• mIPIL mn La'xnvETn¢�w u prtT1E([•NII:KT C!tV>¢vib I J _m En�Mcr Tc oEttwrlrc IDW FRDION OOORS- 111E -InSi Y. iSF. SEE DOOR SOfcpU{E I � _EErsM'S£Mhtln?Ip<ttR•.uRMTuw. I AulmnMa nsngclron'Mixr'. A.v�t(\MIe.�SPP[cE 1,IR:EFO1n1D _ ' 1 rt COUFOsTE R1—D STIx�1 . I D ERRNt Pa.F.L -LE SN.I. 'U:.LLrthl'rAfl[X WAu FaJV>Lc IIwEIrr.Tirec�lrnu:iun cren¢�� 'F5111 AiAY1B1 fJ.P Yo11L011 .411.Gu' FRT TIExcV:F FlRST FLOOR. I ViST BOOR• I er RrLVIRm1Rnn6/sIBCO:nna(TPnS v.l.f. 1'IIREGRATED FATIO V.I.F vIIREORATeD PATID wziircnTfriw cT'ai Irwaiw.�iv�a:� FLOOR.415rSSEE STRUCiURAt LV:T mncr,�•u.. EGG • RFOMgI�.ErtelritD.ilfEOOlOLLLCC:!" • - n:iTi%sRAuravDxFNcrIEFI n nls nEclssur raR Tr¢IxLr'Fx wvALu FRO51 Y(ALL SEE - O[��^[T.M M a�ILDISPJn.tfRRC! T Acma srRlcrlmu - rmTr.Acmc T c�cln mmil a nlEmlRr nr dJSTR4 FWt4aT10RTO RELWII Or�TcaoQ mI�MLLO.Oi CE WDIO prJ.l�n'f.5.41ALLNOr EESCAUS ICR ATA IniIG.��An'n/ODCIr2CrmA1<I.ua�.AIPv . AN,�IWALL URA N@i• Dmlving Copyright Ea`�i•�ET PcarJmucmw�,sing .eainurrlral�lor!'MPra -rlu ivcc°�ic;cciva Proposed Addition I SECTION AT NEW OFFICE n SIDE ELEVATION AT OFFICE DAY Sections& DSCALE:Q'=r-O- 1--1 SCALE:1/1-4-0- Elevations �i w5T44 TOREeWI! - -_— . IYROaL ROOF CW5IRUCTIp! ��`.� I:SULATIolJ NOTEk �c v41CR wS1114 �ES�. _ Al1011 VAin w51114� xaLl$'N-]S~ __ • yy FLWR10.-)U T �- IrVY1CAL n11NIAlUA1 �� PER'tDli I1C'41 .;�� " • UATW w5rl14� - ° NATCR FYJSn14 1 w wsn14 z ' cHH LLLLJ z t November 20,2019 - oF'l1auL nR�n - rs1.1 narr.E F0.5r.tATC11 O DIDDING. ESJsn4 Awra omo4 OPcnaur: o CONMUCTION � FDiST FLDDR 6 ODI - - Rrnunuo- • TCTtFAL9L5liWM19 OL• CILI TI O UmFI ODATE O LUTc: A0.L:IIITLCTURAL5TA P FROSTw SEESTALO1uRAL )•,. r _ If11 SECTION AT FAMILY ROOM ADDITION 0 2 q g n �I It lul SCALE:IR-=I'-0- ' Scale: 1/2"=11-0" A-4. + ' PATRICK AHEARN rai RAMS FRAME RNF _- F"F �"F F"� WINDOW SCI-IEDULE GENERAL NOTES: (,II(.t,nR,Fw[Pm 0 FM ® N Hff \ w ALL WINDOWS AND DOORS TO COMPLY WITH MASSACHUSETTS STATE BUILDING CODE-9TN EDITION. The E ALL I'IEAD HEIGIITS TO BE VERIFIED IN FIELD WITH ROUG)I FRAMING OR Re h n e rt HHEXISTING CONDITIONS AND COORDINATED WITH ARCI[ITECT `° PROVIDE TEMPERED GLASS AT ALL DOORS AND AT WINDOWS WHERE Residence �� Aau Ara REQUIRED BY CODE. OT 285 Seapuit Road X MATCH EXISTING LffE PATTERNS INDICATES TEMPERED WINDOW.SEE FLOOR PLAN Osterville,Massachusetts PROVIDE SHOP DRAWINGS FOR AI 1 CUSTOM WINDQW9 WINDOWS AND DOORS TO MATCH EXISTING UNITS-PRIMED INTERIOR AND Gmc".eTn�NDITR, EXTERIOR UNLESS OTHERWISE NOTED. ANouim""u'Fn•\M6 rc�i¢Rq Il6nin.•rslrTx[zsxcros mnRu�I A B C D E WINDOW SPECIFICATIONS: 6 9J16'EXTENSION JAMBS " P3 DOUBLE HUNG WINDOW 353PEL DOUBLE HUCT SERFS' PELLA'UBLE HUNT SERIES* MARVW BFFOLDING DOOR OR PELLA'ARCHITECT SERIES'$IF60BI D 718'SOL WITH SPACER BAR 2953 DOUBLE HUNG WINDOW 3353000BLE NUNG WINDOW 775BDWBLE HUNG WWCX>W EGUNALENT WITH SIDE LDES INSWING FRENCH DOOR (616) (616) (818) - INSULATING CLEAR GLASS WITH LOW E If-ARGON FILLED nm�m�.•rr me x�Ts mcx. UVVBFLD120684U4R Ve WINDOWS Tr.A[avnrxTCRsnAuumurw nmE Tl'lxiY'�:m BE IEf, nMM61R:ALrt[uTttW. SASH LOCKS: SANDARRS-BL.N 'A+WR�+iNNccenmr• SCREENS: STTANDARD I)CHA CHN2COAL FIBERGLASS-HALF SCREENS _ TncvsRuoRe raca6[rnNe FRAnti DOORS AL!R<II[T>IE�'m FEn\TL�THE I'.M.F IWLDWARE: i-POIM LOCKING MECHANISM-BLACK o'I`cnT`,v�mlcmconnx'c'� A��em:[r.�e larrnnal.�•n¢ti��s. -N77U57'N3L[IIINOES-BLAL'K � amc[cvnrtRnsor.A:,T Dx.:r.:Tn6aAwDlnrocR v¢incATa Arncacr.avnvlN. mTxcocF As6,m[r am 66 a ENERGY PERFORMANCE U-VALUE SIiGC _ T •� DOUBLE HUNG WINDOWS: .:0 .?!. �+mlmPRnc.r A..•nTn+ CASE NIEM WINDOWS: �9 i6"RCRwALL Fctw'1P6�NCIiFMR rtm FRENCH DOORS: .29 18 .rv. a .ACTRF T"LLxvc annm+o�i'\`ie m6nvwi.PF Tc�v¢.Inxcx\ur Ncr 66 R m1. F P7 DOUBLE HITECT SERIES' DOOR SCHEDULE GENERAL NOTES:334 pn\\ins cop>• sht:+ PAD RNENN AKIRrtaT.LL{ DOUBLE HUNG WINDOW IS/6) 1 DOORS NOT NOTED ON PLAN ARE EXISTING TO REMAIN. ALL DOOR HARDWARE TO BE VERIFIED IN FIELD WITH EXISTING. CONTRACTOR TO PROVIDE ALLOWANCE FOR PRICING. DOOR HARDWARE SET BALDWIN LOCKSETS:CYLINDERS KEYEDALIKE• MORTISED STYLE WITH LATCH BOLTAND DEAD BOLT. BLACK CONTRACTOR SHALL INSTALL LOCKSETS. Proposed Interior HINGES(BLACK):FULLY MORTISED 412'BY 41rZ Elevations FIVE KNUCKLE,BALL BEARING WITH NONREMOVABLE PINS. WEATHER STRIPPING:COMPRESSIBLE NEOPRENE WITH METAL RETAINER ARIF9 VN4FB •I b D TYPR;AI TYPEICW0.ID[MIFIUATIUN � � HINT 10FRy TH•\VID SWUND TW0 N1Un UA OT. T Nm[Rf•HOUHTIIT(I lIN) Z�•' TYPE 1 TYPE 2 5P4YERRFRgR 6YIF RImmR FRB#]I OOORB RNBED PN4I DDDR 6BIGL£aIDOIIBIEEW F9CYET November 20,2019 MW F DATES O RIDDING PEM11T. DCONST0.UGHON' RMtHhi Cl— DDATF. OUATe G DATT D 1.1- AR[1II7II:TUM STAMP 0 2 4 8 Scale: 1/2"=11-011 LA-6.0 • PATRICK AHEARN 0.E1AIN gEqum` •N r.¢6..._ w w.palr i<kah Parn.co m The Rehnert Residence 285 Seapuit Road Osterville,Massachusetts Gencml Notes: cav,nnnort vow,n1,u;E,w,Y,ERgWELx,E.Tc<a T,ILQ n•L•IS q W .`UmmTMMµY,cAGRYa uI°NITYFn AN'ACE ^'��Y — ALLIYCI;mmALLYE ¢°m<MI. ° ° ¢ ER.E,ECIWC.VILNIY�YYf6 [TEP BF=- tr.¢Ro> � cev'.YL«m,Rgcmw�oE r�Rmµ . \ 0 R¢A rn. za rs II rs :a z.- za 1 I as I err n� D—E rArc lNO0.RCa ICE lP slq,ersE asrcrgs¢r+ or�E va�lers ,ncRo.ogvrtt'P'r REr.rraEr=w i' cn cn e� E. Li�-ATmsrmulsz<mz<c ooaas.ro Parmr ,zP ccrcALm..�c.L-,Ecw.w.�RrrzA.� R:A1.�54"E nr:EN�cEn FN+¢I�°aR':,�'.uTMS 0.GUSE aS�m�Ay1&CtE Ir�l KITCHEN n KITCHEN-OPTION F u Scale: 1/2"=1'-0" Scale: 1/2"=1'-0" ��A E.•" ,EnU. ory`u'Tmm�iNecrT•mAL<cN. zncmcwA ALuncF• q NN<If�N CF.W rrE.l AtA rM51E<I. HALL mivcq.l EGENFAnL<MT.ACmq T,pc REC ngR.IIN,S mR U,E,Yfw:[�r Maffn�lt4<A�'[+/°�IEL..°RAIYP'4�.4Ax _EFN RERcay.RnAiAXALEcIr. <Ronn uoum�o Drawing Copy'right:,nN. ANEARN ARCNInrr.uc r Euaouo.Pro III AttNrrEi �C--,G ARr,YAIl I \ / a L, _ F p , .VIA \ / Pro osed Interior \\ ro n E I I - I - ( I I - levations 3 ' X L=.,J'L=J� O O • as as au. r \ O i `r' JIB °`/' - r-s• rs sn r-s r-r ,ra'sl.,: zn z-g• zn' zt�• ro• .IU-Ai °R�0<°n5 ro 101n'LVG ROOrn fASCD!,PiNIN. l 3 KITCHEN f 4 KITCHEN (�PANTRY n PANTRY t J Scale: 1l2"=1'-0" U Scale: 1/2"=1'-0" i - i Scale: 1/2"=1'-0" Scale: 1/2"=1'-0" xvmove November 20,2019 oPEI,oIAss rss Darn 9mVmLJL1 O°IDLING O PEMIM ocoNsTRL. IoN 0.M4DNl ❑UATE 7 L ATF: ❑U.,TE ' oDArE� - ❑u.YTE• / / \ \ - ARL'AIR[TURAL SCAMP za• z-Iq' PROGRESS INE rRIYCE REAEE ERISiRTi NOT FOR ss amoe000Rs ' CONSTRUCTION hI FAMILY ROOM 0 2 4 8 u Scale: 1/2"=1'-0" Scale: 1/2"=11-0 A— / . r'�»' ti_ �Gr __�-.._...sue•�r•r,�`wf%A.._+TrF+"I iw•ML t ..�+ _ . PATRICK AHEARN IJ-Irc � .IrTlnlw�r• n�.. EFn'nNL w\+.paLrieka hna rn.eN m �87=1 � The DEEP STOI GE AT SEAT , Rehnert jF g a Residence 285 I a Ostervill t t Road MEP CHASE e,Massachusetts ` I - � I I f u O I General Notes: ar+mncnww"u"IAIxAu — —_— cm'reAcm.AvoHlrnm�Ax'ArE THE REanrnNr,.,s n Trag HLmc u\tt•Rl:smm ws`ni�x",\ma�uc„�i` PANEL 9AS[CAB TRASH DLSNx-pyHCR BiSC CA& " �r-s 0.IGTClI IJ-IP LTT ErD'lpC N ISLANN IUY __CMntKTnn WALLRE rt4n,c CIrtnIEEihT'Afr RCU'S�W�f1,25KN. KITCHEN ISLAND PLAN ""�;cr mEEPw>m nD,E•TI\4 ix aINC,SR��'.LL rtl1ArIR�•. LJScale: 1/2"=V-0" WFEIME rtnl:tA•.,Pm. IL\mIrAEEE�,wErNart. .NU Its nTC.5 ar3MtE I'cItEFFnnG CL'I'FF\LCR�T:MIIY.VfALLPERFh+\� ALE[CUI Ta�1<RTTFE'n1Et�rJ: Cr¢gVIR[nTFAn6/wleM:.'fEARCR. uule�s nsnnr`s�i�''ci•: I�"AIEi*smEE Flu Y :Nrr n¢nn,Irn•cv rNECEr. rxmEnouAAmr. Au Irc.\ wuvlutnmevemumN. ucY,Ealnrts Ln0.nLLR5 EINw DOD O a of II-�II m ;. 4 v"�ia-E MEmsE J 4 / \ 4 rlsl:ovaleL U 4 4 u / \ / � / � / \ r� mHn:Trw�rr"°a�`"R^'E'nur.Mr. \ / ® L ul..r.uu ,+EI\ / \ / \ / � / � / � / IT'c oi:ri+ccrosuwlmAror rw"Ewo CrtPEr<AI e— auV.�N4tVl�M•a/l111A wux'PCFEInY A �raA\H asA �� Drmning Copyright \TAcwr. \EATS Gt[CAE RA\F CAE. EA<r LAa V", CAO nISHx'"SH cart CAC ANFL VAT, !r i` 68 ECGTLL[ Ic' wr,+Ar<HmxT.u< 68'� Ir-lo' RE EE �R� C p A-INL\v.ErrnACEI.N nnNNLI . ncRA¢Aa ruA Ew L�r EEW ern-.H,s n KITCHEN ISLAND ELEVATIONS c IJ Scale: 1/2"=V-0' Proposed Interior Elevations I I EHE,a�aEERa,�m RNxN I rEGRm 1 raERA� I 0 0 � I I ao wlEoxaaa I nQ0.E PoR01�R YH4! aPI EE sFes, 0 November 20,2019 4 ® 4 I I { GRINNING.P[MI o a OIT O VCT LOHSTRIUN. RCVISIUNI 0 DATE: a ONTF z. I +E I ounn caICPALm 000R .Recry •rcAs.• REaorwre 000R F oeATE ro Hs EvsrEn aosET p UATF ' CNI.\fn'\YnLE 110N'11'R 'Np A0.L:1Irt[I:iURAI STMIP rj 3 BAY ADDITION AT NEW OFFICE U Scale: 1/2"=1'-0" FIREPLACE AT NEW OFFICE Scale: 12"=T-0" PROGRESS NOT FOR CONSTRUCTION 0 2 4 8 Scale: 1/2"=V-0" A-7 PATRICK AHEARN w w.palricka hearn.e�n, The Rehnert Residence 285 Seapuit Road Osterville,Massachusetts Gen=1 Notes: °u�°mn�v,n cn.T''�TT91urovlm r'E�w s mcuvnmaswt>NSEmnLc .w.nrusn.w.vEerr ®n<mll. ruxcE nmm n,l.rwc,uas ucu umvc.ufE <•vm�:ar:mucu u+c nuvin+c aoL� ewvx m,vrw.cmc w.w.nE eyurn� Ima fca vavvlrvc nu Icra„rs n�L� ,xEm ::eTymn:mTs mien. cEn'ISutTtl+IT.KTCn5Nn1l.ur[Wr irr u,nu ruE c.T,vc Imo:m Ls rev. �cin:�Tiiucnuc'�:i eu�r�`v _ nc.�sv�cr�EEw.ro cc�Iv;um.TcncTcxol•w.eEafon� N.cECRrILfi�nrtT.�fft.'T E�iYA cT¢cvtunTax�/swm:.xrns Oe:alln'nIE n.MS. .ICSKP4 E,SI,nY.mnTMIE\�50r N.Y .ri.T rFrtrc L�'ni[¢R1n'L\Y.m. SrtYrzl[/.iur'Iv�m.(VI.CT.,InTD'Inl. MALLTIOE•oi.l4DmLT 6mOE 77 1.I+aT ��. aLCM.DIf.BTr.�CTtt�Irc nc N(T An'nGl ' r� Ll� 1 eF Z. I�GN SC/r-'1•Mq/',G•�j PSF Z ISAIOnt�0e5f[flnrflnE.AICEI:OtN.CO`. ___�_�_--.�..__—_ ��.__—._— NrLCSM Icu.tNErm'FF I.♦WTRN i, 1{.l^j rUn�'C'nfRlci.lN rrtd�n�N�CarECf EYJSTl suuwrm.�ImE cEvxcmTray,ol: ' ntxvr.cmaam,L.•rsFoenlEllcw:cr•.••.•.->•.••••...••••.•.,•,..•. ___/ rt�vExxmv.mmreLmmuw DrnnvvsEnaunrr¢cxsmr. IO L` v NEW I I I luu`,c� s,L:o/�.m ou.11-nT L9)l4'CJL I ErrTnw cEv;r♦u u n�2wN 0 A CONCEALE II •. (RE-U f*OR ra I I D ,cing Cop,Tigllt:89 SF n l "rU rnx,N,�ARTM. _rt_______lT •v l� .1 .wwnnnsN•w.rmrce E�LFTS� allow, rrs'�rmco nwcm ln,L•.Y.,.>.ursn,rsu nl ..I n i� I 1 1 CCYY 1� ,' _ _ __•'I a----- --+ a_'____ I I _. G` -'.--__---;� ':- GEOFF.S?WFICE- I i; 'y': �"'`�•""" I �' - i'� * I I ;, s 3 Proposed Structural I Fx.n4v P.Cvinfl � y Drawings I I I :I iI I ..,In:` c_____ ___ly�_ ___ •' I I t'_ — nH—I II tlI I' L ' �e •y,tB, _ I I .T----1 Ti- I I II n I i : i I ,.LE-IS i i 5j.� {. 1 I Y" ! Roo :I — 1I n I I I I P.g eT 1 11 E GU 7L\ET •� :C `� (( -- --ccccc_c I�---- , ESr BATH'2 . (sllei U41 D csL •.(s17.r C. M1.i1Z>24 Hcs,tYP� �F (STRUCTURAL DRAWING AT KITCHEN & FAMILY ROOM 2 STRUCTURAL DRAWING AT OFFICE BAY ADDITION u u November 19,2019 ISSLE DATE Oa100WG OPEIMM.. OOONSTRIlMN: RENSIONS OD I. ODalc ODale ODala ODaI¢ MCNITEOfURAL sruw rR PATRICK AHEARN P'}'.I L�npt. Rehnert {1 ///������!!!q�/pI� /fBarnsta '^ ri. r., wlm A.0 Nam;sy a..The e s i ®Alll` e ® ®®1 Cabana mL )NnIn JYu � J./7'oF')-/�`ry�.``-�`-',MApproved by:49— \c a•SY.pitricknhearn.com 285 Seapnit Road Osterville, NIA Permit #: Z-� The Rehnert ss,:' I-ECTORS REVIEWED 81IILDING Residence 2 t 'LJ JA AI ®�r'1 L285Seapuit bana BARiUB( LE BUILDING DEPT. DATE A/ 22 Z Road 710W/V, Osterville,MA FIRE G �'�RTIUIENT 8A.%(* General Notes O GF.NFRAI.CONTINCR)R.SHAI.I.MALE AI.1. SL' C NM-ICfORS AND SVPPLIERS Atl'ARE OF n1E RCQIIRL D:.T50F nRSE NOItS. BOTH SIGNATURES ARE REQUIRED FOR PERNIITING �� ALLNLRNSIIALLBEI'APPLICABIN SCANNED STATTCONIJ A,I•CETIOTH ALL WILDING. APPLICABLE LOCAL. STATE ANl)NnnpNAL BUILDING.LIFE-SAFETY. EUECHUC.LL AND1BIING CODES. GENERAL CONTRACTOR SI IALL BE RESIONSIBLE Permit pT�/P yyyy'1 ,(`qy' Fr FOR SECtMNG ALL PERARTS NECESSARY FOR 1 ermit Set M CONTRACTIOCNY1RK nIROVGIIOLT nIR • �� � � y� mNrxncr rr+ctnna-rs. FEB �v GENE-RLLWN-TRAC 1URSI-LLtWVII:NHIE RMI.D MENTIRENVRK TO BF PERFOINH DTO January / , 2020 VERIFYDIN�NSIO\:LL RELATIONSHIPS DEFORE CON UCTI STRNG ANT PART,AND-1.\ERIFI' ALL 7 EXISTING CONDITIONS AND LOCATIONS BCFORE moor DING NTnl N'ORI:. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE C0,01MINAnON OF DL IENSION.aL REQUIRE\fENIT n1:T ECN TIM"ORR OF RRQtRREDTRADFS StR, NTRACTORS. ANY DISCREPANC)ES FOIR.D to THE PLANS. DMI Et.•SIONS.EXISTING CON DFDONS OR.NY APPA ENTERRORINnRCLASSIF)INGOR �+ 7�j j SPECIFICATION OF.\PRODUCT,ANT RI:\L OR Drawing lI1 Index Patrick Ahearn FAIA, Architect TRNIEEA UFASS DONQ nIF-GTOBFBROL'GHTTO RACT Patrick Ahearn Architect LLC THEATTENIONOFnDGETERALCONTAACTOR IAP�DIA✓Ll'. REGMU ESSOFNIIEIIIERORNOTANITNIIS SHONIR OR SPECIFlFD.THE GENER.LL CONTRnCIORSIIALLPROVIDESAIDITCMIFITIS / Architectural & Civil Drawings Structural Drawings 160 Commonwealth AVenUe NL'CCRSAItYFOR-'PROPER INRT.LLLAnENOR Q g Boston, Massachusetts 02116 siml ERS ANDSLK'O.HiRo,"crelRSSS ALL. IN'FORAI TIRE GENERAL-N1lNCTR DF THF.IR 61 7.266.1 71 0 REQUIRE\¢NTS FOR DIE\ORK OF OT H=R E-SITE EXISTING SITE PLAN P m��sotntiFALLo�F ftlfD.rRIQR f: 617.266.2276 A-SITE PROPOSED SITE PLAN DRANTNGSSHALL NOT BE SCALED RAMIFOR DL IL'NSIUNR EPROITRA DOR SIZES.TRACINGS ANY .IFFE BECK 1I.- IICIN TITA SCALE DIFFERENT n1:W ORIGIN.LLLI'DRAN\. EX-1.0 EXISTING FLOOR PLAN&EXTERIOR ELEVATIONS Structural Engineer: - Transition Engineering, Inc. Drawing Copyright: A-1.0 PROPOSED FLOOR PLAIN&EXTERIOR ELEVATIONS RaIEA KNF 1CnC'ZRES HTECTI.LC.AND PATRICK .V QIRN FAI.S E:SR[sSLI'RESFRYE TIRE Attn: Eric Cederholm,P.E. COlPANLA11%C0PYRIGHTSANDOn IER PROPERTYRIGHTSINnESEDRANINGS,nQSE A-4.0 PROPOSED BUILDING SECTIONS P.O. Box 576 DR PATRICK A BMAJI NIEARN)SIEU.I.NOT BE REP MTRCF.D IN:AIL Cotuit,MA 02635 F.:S:RNO:S1111, 1R R[PRODUC DIN ANI' ALINNERNORSFLLLI.AT OCASSIGNED FOR l'SI: To.a�'nnRD PnRn-Nmlotrr FlRsr A-6.0 PROPOSED WINDOW&DOOR SCHEDULES P:508.404.0358 QBTAINNGn1EEURESSEDNRITTEN PE-R USSIONOFPAMICK AHE''ARCHITECT LLD.,tND MTRICK A E-MN•F:A. Land Surveyors: Drawing Title: Sullivan Engineering & Consulting, Inc. Cover 711 Main Street/P.O. Box 659 Osterville,MA Drawing Scale: P:508.428.3344 Not To Scale F:508.428.9617 January 7,2020 Civil Engineer: ISSUE DATES Sullivan Engineering & Consulting, Inc. o°ERMT ❑CONSTRUCTION: ,. REVISIONS 711 Main Street/P.O. Box 659 ❑Dm:o Osterville, MA ❑Da1` ❑Dal: P:508.428.3344 ❑Da:°: F:508.428.9617 ❑Dm9: ARCHITECTURAL STAW JOB NORTH General Contractor: E.J. Jaxtimer Builder, Inc. 48 Rosary Lane Hyannis,MA 02601 P:508.771.4498 F:508.775.4909 Cove r 0 PATRICK AHEARN FAIA ARCHITECT ASSESSORS REF.: �a 11 Mop 95 Pmal 007-001 nQ i II OVERLAY DISTRICT: ° `C OP-Crovnd.ts,ProWllw Or,mct -1 I^m FLOOD ZONES: A� II �y1 AE Vs..IJ:AE Vs..IY. O•lJ ry ,/ 3 B X(Min,Flood H°z.) - ,... /I II /// �!• Communlly PonnN Na h \.(q O�tl6.tl Tpfea E�-ff.JUY 6�2019 SIC C °.�•P REFERENCES: � J^„ - � •• LOCATION MAP LCP 5728 H Lot 8 (1'-20003) OA 0 / 5netl Ce t./18494J ZONE: ry ,=,tminj 87.120 SF WON Frontage(min)20' / \ \ J 5 / ' Setback,) Front JO' 25' Side 15' Rear 15' j� a\bi / Growl D k '' d, / \ \ ,' &IAb9 c ps, / \ / 0 .� r`ono \ C,o.ol Ddw F�=•\;'a \ P.�ae I 11285 g 2 Sty s9.r ;+Q"C \ \\\\ Potb zas w/f Dwelling wF/A+� \ F \ \ \ \\ \ / L \\ \\ �\•�\ °4 \` °�\ �P� / O Barn I wF/Ae �^ / NN wF/A 123.q' 's 01 q a AL 0 \ \ Etlpe xs or uonas � \� \ � ♦ \ g��\ \ \ \ \ \` ' � � \\� Doll Hause 6 \ \\ `\ \ \ \ I\P°ew zdeAIL �l� \` \ \� \♦ `\ \\ \�� \\k x1\ \ \,l\�\1 `\\\ I ` Cobano ^.'r7— vl f' // / '' a / Ock. 34.7 1 \ 9� ° 0 / ° ° NF/A30. AL \\ / Chodes O.WNnngfgbr'n r70i1 LEGEND: WFIAI Q CDT Coda,hee REV.: Add Proposed Pool Cabana Addition 112119119 0 HT Holly Tn \ NOTES PREPARED FOR: PREPARED BY., TITLE: Q DT Dpcbvcu,Tree Site Plan ra CTConnerov,Tree 1)The 0—fire,,h.-, ,I_ted on the ground Geoffrey & Laura Rehnert • &gWeering& Proposed Additions by conventipnd,p,wy melhotl,on November&1019. f� C/0 Audax Group —E ElectricSullivancomuldgJ., At o �O._,Inoity Pot z)me vreperry r e brormosen,no.n nereon.°, — campaetl rrom..H.10.p9'decwd rnb,motbna Mn,epmc 101 Huntington Ave: bro,m°troneps compnee using ca+vantbna eur,•ey (508)428-3344•P.O.Box 659•711 Main Street,Osterville,MA 02655 285 Seapuit Road ID wptlond Ftog melnod and RIX GPS 0 Light Post Boston MA 02199 seci(B1sullivanengin.com•www.sullivanengin.com O c8/OH J)The aoam v,ed is Naro 19ea ap Mass. W —OHw— O'erheod 1Yve, JO 0 15 30 60 120 Draft: CTR Field: WK/JOD/CTR Barnsta G (O$tervllle) MaSS. —25— Oewtrm Cmleur Review: J0D Comp.: CTR DATE: SCALE: Project: Rehnert Project8: 390028 November 21,2019 1 n=r10' PATRICRIM e88A1tN._- . 'Irmfusa �'•; Yfp,wa11A0nM;. rf xaalTlP '7`',f '`7 :w�ia;ms The Rehnert ® FEB Ono ®® Residence ® Pool Cabana 285 Seapuit Road osterville,MA �' --,� 1 r:r L se• I Ir<• General Notes: Ira sn i nasrwc � oa+aAf«w�.Aaw ouutu�« EXISTNG vd' tYt• n« a>rtf�ITlm"e�w.re��ue Ew c EXISTING vcr EXI G ALLwrW;plAlLaelOrrnnwnw In REAR ELEVATION fn FRONT ELEVATION � �A frAtY Alm N,TGN.LLB{Illawa.t6a u0.RY, LJ Scale: 1/4"=1'-0' I - I I�LEFT SIDE ELEVATION Scale: 1/4'-1'-0" l--I Scale: 114'=1_0 w.��A wu �w.YIOR �OnRwCf lMl«al@rR. aYwnA�wmuemasuu urwrwrlm �,�f>.n.a waYX Ta as P®a.,aa.a • YrsnYaammax.I..a,Anarmmf auase ttY�mm�w'u�m ur�wn�rve�i I earaYnacgnam wmlwWn w.*,e�oaaowwrta"aeew W ntlmmawLL r>awn aetwmr n«wofX W � s�mannuoarnsw"nAnmf. ` Aur Ptl«arvnor"umwnmPwa. onms+ma.normm cma.Ywsa rn.wY wrrwsvrt msaa w na:nwsf vvPro w r ftecnaewna"W A namuer.e«row�n 16R8W W AOpImYtl Mt@ 8Pa1XiMTa • TIBATIHinWWT1@(ppµC9NIfARg1 a0a9w1FyY. IIYONIa1Hf W MLLTRl o4 NfI w"ntN tl YBtln®,ll«a@01AL «OnAA«l{6NALL{80,eIE llU nOl ry R LL tffiAPYfW I,EIRaf8lt aDT.W.,nU"«t � nwcnaa W A"nor aaowwtw fveCllaD lNnIDlf wPm QRC«llRw['RtMsfBLLl - - aioW i110m6]IwLOOMIG�TOR W nala PFBUpparaf POITI@wOYX W onaa TOTOflelart'"pALWPaI.,iaw fp G .PY"Y OPAwPra,O W L tXn[10 f C.LLfD IOL ' ,88 I<fF]gwlU®wTw KA{E ' a V iYlBf f llIM1 MOQtY1Y aiAwM. Dmwing,CUPvnght: � IwTPJOf AIP.,W Aapa1aT14,Al0 PwT110.X AlWPN IAI�OLLYHSY PFg1,YT1¢ mtof m+uw.cwr ua,m Alm nnax Exterior wAwamiAsere�r wnem nme • Sh— - .uF Af«�niucwrm rwTuc umAw � IAIw.A,mfxw.r.Pr�nvsamufnwA"Y fu.atnoafxw,rea:rmwfau�wn u>e__ A"Yxl�arwf:rvwmwrrrtur- __ mrAom+o,tmevasamwunv+ - � Aumv«+WvwTwluv Asnm¢ Iu..AwvAnvxAwuw vAu. I - Drawing Title: J Existing Plans& All w` g Exterior Elevations O -- -- Drawing Scale: ..." I. fufaa I I II mApa.wf January 7,2020 ------�L------------- ------- I olssuE rcEs ------�-------------4 -------- . I I I I I I O PElwrt: I I EYlstiti Guest Cabana I - a Guwsrtwrnun: I I I I nEYlswns: • I I I I O D"c:p - II II pU"r. O Dae: BFIRST FLOOR PLAN AnatlrEctvttu.STAMP a)oa NORTH Scale: 114"=1'-0" 0 4 8 12 Scale: 1/4"=1'-0" Ex-1 "0 oval.kt MaW"cas Arcanad :rertuas eat�aat= �e snsii a ,'°kr �im ar�itu� The Rehnert =�- Residence ® ® ® ® ® ® ® ® Pool Cabana 285 Seapuit Road Ostmille,MA Oemml Notes: aeeawt cwrancnn auu..ura.w. auacottswcrou.vm,u.weo wmwseW ,tasevwinasra W nagONTH. l ea r_i• Is I. o.• ::• w wruuuuea vsmeana}I �srtNe Ivxnrosty �T"f' I wu+wsEo raorosFy .rw :nw.umnnen�iaa�irxen.LT6' E<IsnNG T TTT ��SEp orb• Ir6• rt�Ln�W..vm rumm�ro ano. ECIST,G �t,r, MN' W1'aAwL CeN1a..Croa a...BEPSr,a'e108 n REAR ELEVATION AAG L'J (�LEFT SIDE ELEVATION (�FRONT ELEVATION <rn+nwcrawz..Dm Sale: 1!4"=1'0" Ll Scale. 1/4"-1'-0" �1 otraau®awrnnow t wrartnne Scale: -0" mor mDnaeeacroeervrWionro vD W r ortmmcatu.anwnmm W s enure • oaantctwu arc r,ar..um w.w.vtwvr .w,nm ru+a mmrnmo weo tnenro. e®c.arsa.amwo arm.var. Wwaw�mmu�awtes.ntm®tc wa ne coaaa+a W tsunmoNu oeo raamrta eenvta.,rmwouW l671aIDnuaa.asNMawtmma un our®wraa�rw+mw,ta;nna. tnmsma,OarrD.o c mmma oa.wr _ MwaFMt1[a.pnd<GArbyppa 3rD]NGntM W,me0.R.WTFIIIN,a .artaoarwunrttruroea espmrrro • l,®wrrdrltM W TT6@a]I.LL COM1wriAL ooaaumv. aeeaotae W w¢nmtat,n.wrrBte , urnwavevan,,,taonmut as+rvw iaamwu r.m„e„mtra"tvrto .guar ra ne ra W a tNnua..nw a no+cn.w W,N,rot Wawa�. n+n�a w,m nmtwnwrnat auu carer„acaamutco"rswtTa W raa o•.Pmmm�awt,tmaou W orwx nuoa,moot car a"r ee oaaunn.waa roate.erru W m�temrea.voaa .. .a.ewm utua_rvrmec.tm ra tnowmaw,mmrtm.oawaman wwr .u.a eeeN reni"aaao wv•.cwte mrrae+r mw.m aotuar awma t thawing C;upyright: Rt19OrOSED Eaterler rwlte�OWaY.®lYalfe nTllttX —17J w.,nuamwmanuwaa nme s-td• L s•lo{• � Shower .uettmnartxnW r na .umux�ut,�Tu.;.vm PwM umaa" -- rwu,wrmuw.t,anm.wmutn -- .u"rmt"ocrnutr,mrea.uaur®nn um m ux nao rurY wvnuarr ram ® ® rer xtm®vnat®"vtnw ro , ON W rw,uB wt¢.W wMaraT • o w:.umrw,ua umwwvun. II Eabe Drawing Title: -- 8 Proposed Plans&•. eamst y I Neweedroom 8 Exterior Elevations i °—' o Drawing Scale: 4 II • II III — _—_—_—__— ° oJaownuo�taN cry 7,2020Well ear _—_— __ _ -- v ------r E I 1 I EsMFnn Guest Cabana 11 I . 9 I 1I II I - OPERNM I • 11 11 ac NstRtcnT : L, IrF II II Otw�mA s. Go— rs va• ---- -- Gme: otaam Clow. CID... T G ' wat]aTECiVRAL STAMia lOB N0a7}1 EU FIRST FLOOR PLAN-OPT.A Scale: 1/4"=1'-0" 0 4 8 12 Scale: 1/4"=1'-0" A-1 .0 O e.l 6Meam ala arMheel PATRICK .AHBARIV A11mI1rBOT • - IC+1 p.mmuMwalO M,mm %1 S.1= ' Owlm hfA Ozl16 Edpmo.n Ab\n s9 P.nIT.Xq:N 19 P:w5.9iY9?D F:nIT.Xn2DG _ F:sU11.9:YSV:P w'ww.potrickahearn.com The Rehnert Residence -Pool Cabana 285 Seapuit Road Osterville,MA General Notes: GF.NERAI.CONTRACn1R SHALL—KF. SCR NDU\CmRS MD SLR'PLIERS A\\'AIV?OF TIIE RCQUIRL\R:ATS OF TaSE NO'fFS. ;V WORKSI M.I.L BE PERFORAB:D IN CONI LIMTC RTDI ALL APMIC,VRE LOCI.. STATE MO NATIONAL RCRLDING.I.IFF.SAFETI'. ELECTRICAL AND PLU.RUNG CODES. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECIRtP.\'G,LLL PEMBTS N'EfCSS,kRY FOR CVNILEIIONof\\VRKTIIROUGIIOUT Im OO('LIWNTS. MATCH EXISTI146 MATCH EXISTING MNTL\Cr SOFFIT SOFFIT GENERA.CQNI RACNR SHALL L\YOUT IN D W M.—IC ENTIRE IORK TO UEPERM.11WJlTO - W WF1'DINIENSIONAL MLATIONSIIIM BEFORE CONSTRUCTING ANl'PART,AND SHALL\TJOFY ALLEXI GCONDITIONSANDLOCATIONS B:SULATIOr:r:onts: IMTCH EXISTING MgTCH EXISTING @:SUTAT.IOi'NOTES: BEFORE PROCEEDING w1TH B'ORR COLINGS: -19 LIOLOIUGS MOLDINGS A,NGS: -09 WALLS:R•25 l\'ALLS:R-25 GENERAL CONTRACNR SI IALL BE RESNNSIBU: FLOORS:R-3D FLOORS:R-?0 FOR DIE C RDINATION'OF DDWN'SIOti.' (TYPICAL MINIMUM PER 2ALMI (T1T�CAL MINIMUM W:"..TRwES SUBrnNTWCroRs. PER 20151ECC) ANY DI..C PANOES FOUND IN TI W PLANS. DM WNSIONS.EMSDNG CONDMONS OR AN'Y AITAIIENT ERROR IN RO CLM NIATER GR SPECR. HODOFIFICATIONENAPRODL'lT,h BROUGHT T THEATTEN ASSET®Ll'IS TO BE OftOLOiR TO I WATTENTION OF THEGEN[RM CONTRACFOR INw WUTATELY. REGARDLESS OF NT W IEROR NOT AN ITEM 15 31IMN OR SFECWTED.TIW GEM- %L LO:TIACIDR SI ALL PROVIDE SAD ITEM IF IT IS NECESSARI'FOR TIW PROPER INSTALLATION OR F1)N47ITON OF M ITEM SIIOwT OR SPCMED. SUPPI.IEILS MV SUBCONTRACTORS SHALL __ INFORM TI W GG TRAL LONTRA(-IC'R OF TIM,, ' REQIRRCAWNTS F00.TI W w'GRK 4P OTI WR TLU1F.5,\\1BfiI N1Al'NOT BE INDICAD?D.I'WOR ' N SIRiNBITAL Or FIN.LL DID FOR t10RK. _ FLOOR JOISTS SEE STRUCTURAL DRAIVCS SILLLL NOTEE SCALED FOR DUWNSIONS A.ND'OR SIZES.DRA\\1NOS NL\Y REPRODUCED AT A SCALE �.. ...:a- - •- .,..•••.•'I..- ... • FF.RLNrTLNOW4INALLI DRAHT. , DW ' - Drawing Copyright PATRIMMWMIN;VtC1UTECrI.I.C.MDPATTVCK FROSTWALL-SEE FROSTWALL-SEE !", AtEAR'FAIA.ENT'FESSI.Y RI:SFR\ETW STRUCTURAL STRUCTURAL FRoPE LAU',CO IN WGHTS AN'D OTIWR PROPERIT'WGIRS m TI WSE DRA\IINGS.TI WSE DRANTNGSARETHF PROPF.0.T'OF PATRICK NWARN ARCIBIECr LLC.MNV PATIUCK:VWAtN , F.WI.NDSILLLLN'OTBE REPRODUCEDIN,N'Y AANNER NOR SI LLLL THEW BE ASSIGNED FOR USE y • .- TO,N'1'TaRD P,VtTY NlT10lR FlRSr � OBTMVNIN'G PERMISOF PAT'RESSED 1ARN ARC' DIO 'TW-�IFMAIA AHTECT 11'-2" Drawing Title: PROPOSED PROPOSED Proposed Building Section n PROPOSED SECTION n PROPOSED SECTION January 7,2020 1--1 Scale: 1/2"=1'-0" I-J Scale: 1/2"=1'-01' E3BIDDING: BIDDING: - a PERMIT: • Q CONSTRUCTION: REVISIONS: - ❑D.I.:0 ❑D.I.: ❑D.I.: ❑Dale M ❑Dam: ARCHITECTURAL STAMP R JOB NORTH 0 2 4 8 Scale: 1/2"=P-0" A-4.0 O PATRICK AHEARN FAIA ARCHITECT �_- _ _�-. _- _ .._ - -w.�.,�-.. -w+- .w-.-• - - - -. y_..•... - -. ♦ .a -.� - c :.-. - .. �: . ,gam. ��_ +...�-mow: .. _ -_ .• - �_. m ti .� yr - �.-r,� ..Cy�..sr,.a.,Tsa _ PATRICK AHEARN AIImiRBCr = 4'-2 S.a Ccmmmodm,M.iue i N\AL\0syo+,�nm Y-1' 7.1' 7.5' Z-11'ME B-I'lA.2116 Fdran woS S�9 FRAME FRAME FRAME FRA WINDOW SCHEDULE GENERAL NOTES: P:.IL2. I- 1•:_1R'P.TI2 F:.IT.Ire32la F.fW.Sr9.,9:5 \c w w.p n I r i c k a IT ea r n.c o In ALL WINDOWS AND DOORS TO COMPLY WITH MASSACHUSETTS STATE N HI y BUILDING CODE-9TH EDITION. The ALL HEAD HEIGHTS TO BE VERIFIED IN FIELD WITH ROUGH FRAMING OR EXISTING H EH 0.� CONDITIONS AND COORDINATED WITH ARCHITECT Rellneft a MS a MIS s 29]5 PROVIDE TEMPERED GLASS AT ALL DOORS AND AT WINDOWS WHERE REQUIRED 13541 BY CODE. OT Residence X INDICATES TEMPERED WINDOW. SEE FLOOR PLAN -Pool Cabana A B C 285 Seapuit Road Ppoyino cuno QRAW[Nre FOR AI I CI IRTf1M WINhnWS Osterville,MA PELLA"ARCHITECT SERIES" PELLA"ARCHITECT SERIES" PELLA"ARCHITECT SERIES" WINDOWS AND DOORS TO MATCH EXISTING UNITS-PRIMED INTERIOR AND (2)#2535 CASEMENT WINDOWS #2935 CASEMENT WINDOWS #3541 CASEMENT WINDOWS 9 LITES 9 LITES 9 LITES EXTERIOR.UNLESS OTHERWISE NOTED. GENEM.MN�eMRSHALL.%"EALL DIRECT MULLED SlBCONTI,U-rORs MD SUPPLIERS AR'ARE OF n¢IREQNItkS¢NlS OF TI¢SE LAMES. WINDOW SPECIFICATIONS: :\u 11DI:F:SILLLL DE PEI:FOR\¢DIN 6 9/16"EXTENSION JAMBS CO%MANCE RT1 ML,VR'LIC,UTLF LOCAL. 7/8"SDLWITHSPACERBAR ELECCRIICCTE ALANDPLIZIDINGTIONAL RB CODES. SAFEiY INSULATING CLEAR GLASS WITH LOW E II-ARGON FILLED M'EILLLMO%CTORSI[A LDE USIONSMI.E FOR SEMWN'G ALL P 11TS N'EMSS,URY MR WINDOWS CON T�nAmL-roi>nnn�Ris ueuc"OLnTI¢ GENERM CONTtACNR SNAIL W 1'ULT IN n¢ n WINDOW SCHEDULE SASH LOCKS: STANDARD LOCKS-BLACK FIELDn¢ENTRF xDRK ro DE ImRFwRN¢DTo SCREENS: STANDARD CHARCOAL FIBERGLASS-HALF SCREENS VERIFY DR¢N'SIORA RELAnONSi11PS BEFORE ' I Scale: 1/2"=1'-0" CONSTRUCTING,VTPART.ANDSH,LLLVERIFY AI.L E\TSTNG mXVMONS AND LOCATIONS DOORS BEFORE.PROCEEDING"M V.OPUL GENERAL CONTRACTOR SHALL BE RESMNSIDLE HARDWARE: 3-POINT LOCKING MECHANISM-BLACK REQLTRG\MNTS BM BEN TIRE ROM OFLL ADJUSTABLE HINGES-BLACK RE(IOREDTRADES SLB-CONTRACTORS. ANY DISCREPANCIES FOUND IN THE MANS. DISIENSIONS.L\TSTING CONDInoNS OR ANY APPARENT ERRDR IN n¢aASSIFITNG OR ENERGY PERFORMANCE U-VALUE SHGC SPECIFICATION OF A PRODOCr.NIATLRIAL OR S RTIOD OF ASSE MLY IS TO DE BROUGHT TO DOUBLE HUNG WINDOWS: .30 .26 I-ATELYN.OF T1¢cENERAL mNTRACTnR CASEMENT WINDOWS: .29 .24 REGARDLESS OF xnET¢R OR NOT AN nESI IS FRENCH DOORS: .29 .18 SIIO.W OR SP MED.n¢GENERAL CONTRACTOR SHALL PROVIDE SAID ITEN IF IT IS NECESSARY FOR TIT PROPER INSTALLATION OR FUNCTION OF AN ITEM SHOWN OR SRCIF¢D. SlR'PL¢RS h\T)SLRICONTULTDRS SI Wl INTOIL 1 n¢GENEWV.mNIR,\CiDR OFtT1E1K RFU1tRE�T;fOR n¢xORK OF On¢R TRADES,xHICH aUY NOT TIE INDICATED.PW UR TO SUBSDTFAL OF FlN,LL DN MR 11ORK. —INGS S ILLL NOT DE SC,LL ED FOR D� NE SIZE-S. MY DOOR SCHEDULE GENERAL NOTES: TBEENRPROMCATASCAJ_E DiFFERENT nLAN ORIGINALLY DRAx'N. DOORS NOT NOTED ON PLAN ARE EXISTING TO REMAIN. . Drawing Copyright: PATFUCK,WE vARCI U'MCr LLC.AND PATRICK . ALL DOOR HARDWARE TO BE VERIFIED IN FIELD WITH EXISTING. SLY RESERVEn¢ CONTRACTOR TO PROVIDE ALLOWANCE FOR PRICING. MOMRIYLRAIG TSINTIRSC an INGS.TT¢SE DRAMTNM ARE TTIE tROMRTY OF PATRICK AHEARN ARCi BTtCT LLC.AND PAnUCK AHE,VRN' FAIA.ANDSI4LLLNOTUE REPRODLICEDIN.WI' DOOR HARDWARE SET NUNNER NOR SHMLMIEV BE ASSIGNED FOR L'SE TO ANY nDRD P U I Y%TTHOUT FlRs'r OBTAIN LNG n¢E\I'RI:SSED\11tITTCN BALDWIN LOCKSETS:CYLINDERS KEYED ALIKE, PERwsSIONOFPAMCKN1EARN:IRCTBTECT LLC.ANDPATRICKMIE,V FAIR. MORTISED STYLE WITH LATCH BOLT AND DEAD BOLT. BLACK CONTRACTOR SHALL INSTALL LOCKSETS. Drawing Title: HINGES(BLACK):FULLY MORTISED 1/2"BY 4 1/2" Proposed Building FIVE KNUCKLE,BALL BEARING WITH NONREMOVABLE P g PINS. Section WEATHER STRIPPING:COMPRESSIBLE NEOPRENE WITH METAL RETAINER. January 7,2020 . ISSUE DATES O TYPICAL TYPE 1 DOOR IDENTIFICATION ❑BIDDING: - FB2ST TWO NUMBERS-WIDTH(F AN) D PERMIT: - SECOND 71VO NUMBERS-HEIGHT(FrnN) O CONSTRUCTION: EXAWLE: _'-r �G•-6• REVISIONS: ❑Dale:A ❑Date: ❑Date: TYPE 1 0❑M Dmct.: SINGLE INTERIOR MDF RAISED PANEL DOOR ARCHITECTURAL STAMP A JOB NORTH (V.I.F.MATCH EXISTING) In DOOR SCHEDULE u Scale: 1/211=1'-0" 0 2 4 8 Scale: 1/2"=11-0" A-6 O PATRICK AHEARN FAIA ARCHITECT _ Y 9 NX D z !b n 2 O co X O L w r w O J `Ly N I N C I v m0 z J_ n o ao a :E i S m O c D F o F D F D a D D -c Mm p F DF c a m m a y D f�,11 a [� D 7p O vm y Z -IO� Z 6 D �, z� 0 O Z m (�/� 1 O �C z C 2 A D O D Z in M. m Z Z �iN O O c -u� WQ 2 aaO z m r a D �, _ N Gl O pO Z Z Fp c: Az D z m O rn O9 m GI D N � a O pOGzr� oA ,= = OF m XO �n ZOz r ? 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I I � I I O I I C I I Z I I p I I O Z � m r X Z Z 0 0 c 0 0 Z N v x X O X+ > N D 1 r x rn 0 ' O m N N w I IJ N X f � � N O 2 X 0 [� 4-0 '^ g ! � m D® A r� A � I • N O x1O -- --- — — — - ------ ---- - I I Z I X ------- ----- I I I 8 I I I w D ----- - I _ I I - - ® Z m I I I I I I x C. p I I I I I — ——————— — —r—r I I I I z I I I I I I I O (AI ------- -- a -{ � I ------ ------ I O O ------ ------- ------ ------- D oll Z O D Z Y G Sr PROJECT REHNERT RESIDENCE BY JOB NO. 285 SEAPUIT RD., OSTERVILLE,MA EJC 19193 TRANSITION 44 MIDD BORO,MA AY (508)404-0358 SUBJECT POOL CABANA FRAMING Sr DATE PAGE ENGINEERING EJCPE@VERIZON.NET FOUNDATION PLAN 1-8-20 S-1 l PATRICK AAEARN The Rehnert Residence o..•Thericl: hfarn com e 285 Seapuit Avenue Rehnert Osterville, Massachusetts _ 285 ResiEdence Seapu Road Osten•ille,Massachusetts GCD 1 Noics: xm.'meeEmwN.0 a,vNiE nreuQinm�%ci�ei rEs sllnu r¢rEaaanan Eu cYaaa w w�a I.mm ua,awucwE ucwl. wlumv.ure SNEiT:EUSrvIfN.Nm R W ImrvG K0.�' � s Interiors Permit "° T �.cacacu'Dn vuu Enrrn a r.: ®ic�Tmrmlw.xE reEwna+. September 26, 2019 �LCC4T�NLL�bllvcCTTllf. cDI.EEIYsraEn:.E RPIf� lV1NJotoo t�< ETaR�aTKS tSWLL\c Ft 111LYtL1'ISKT.TFn1f M2W: rn EE(u'IfiTltvLL�ESI u'•EmiEp[IEcs nIEDA'S . 1R�5 E%6f1(.G R`T'RfIF.SM 0.':l Drawing Index pq _.T�F NE:nIEI n, u ��,�lRmn��YD,raE ®wTIE.'aI4:ci TDE cEt� DOLL(OaIFKIIF W¢DIwTF1Y. ufFN1wKCT :rtfll DRAWING NUMBER �cBFNDDLrYrt6 &SERIES: yaw of "N Cover Sheet-Cover' USE VEEn'nOCOtR4ED Ai wa.:nLEwa� Dm,cing Copyright �sacTulm.Eu: O wTiEE NIW.�.rNw LM.CF.Y Architectural Drawings a<EIOM1W DYCOf.VT' E-1.0 EXISTING FIRST FLOOR.PLAN N ENN•v�i(-Nw A-1.1 FIRST FLOOR PLAN. Cover A-7.0 INTERIOR ELEVATIONS A-8.0 MILLWORK DETAILS A-8.1 MILLWORK DETAILS Ba rlIstable Bld Dept, Approved by:' 3a-vS Permit#: P September 26, 1T� au[Ds e o muul.�c. O OCOISTO`+ST: puRIMu ODwTE ' ODwTE tq O Dwr[ G I� O Dwtt • ODwiE. �� MEAIITEI:TUM tWT W� Coverli PATRICK AHEARN pa I,I c k"h.......m The Rehnert Master Udroom No.1 Residence 285 Seapuit Road Osterville,Massachusetts General Notcs: e+co+rnu crn.�xncmx sn��u"..� mm+uieE nxrmNe,�mwem. M t r Bathroom N . 4D - cENFA"Ec�OnTG[ldl5+,"LLeEmS+v.�i I I iresrccsEcumc artavw:nWc�vra,. ca.roeoarr ns�vm _= I I I I I I j i I I i! I i � I • �:�"r�,�„�'ao,`�,�s"�` — tcnert--t-1—I I ---� �. I I � I I � I I� �i I ,vgE,Mrtrntnor6emD, Guest BE doom No.2 I I I I i t I ice I cn B. an i I I Study I I I I I e6i�Av�P,r01A."n I I I Dnwog Cop�righL Pantry o I . 'a .•.,�,ads. TI--TTTr 1i 1 -- ii Pwdr 2 ..ECE�Ec n rw. _ j I Pwdr Llhr.o� ! I DtD�De .1 Guest Bathroom No.2 I I Existing First Floor I ) II it I�I j I Plan Hall Gmr"ncc i I I I I - O Laundry OrE:u To 6ctotr li Guest Bathroom No.3 I I -__. I ---- i II II Mudroom I it I Guest Bedroorr No.3 I I iI DOCK/pATlO I I I -I II I I 3 CAR GARAGE September 26,2019 --Es Oa1DDING p 1'EMIIT: o cousTnucnon. EE,nwnz 0— o n,c I I I I I I pDnn I I I I I I I I I I I I I nacKrtEcrunni,rn"Iv I I I I I I 1 I 1 I I I I I I I I I 0 4 8 12 Scale: 1/4"=I'-0" E—1 .0 PATRICK AHEARN \\n•.pa 1,i c ko hcarn..o m The Rehnert INFILL DOORS MASTER BEDROOM Residence 285 Seapuit Road Osterville,Massachusetts General Notes: xaRpL coArRxYcx slpu.Rpla pu mvRperns ww sunvDs AwpRs rIa nc�rRUYa.Ys er n,�n'erLs MASTER w.RerDacmp®I.0 c'mr. BATHROOM ---------------- " _ ALLv.TrAw 1 I �Am.¢Lrnucu�arc+'anrtrn��wncmns II -- I -- I ❑ Nlw,.t..aT• ___- --- N 'na+ �'QALC�.YRaCfeR9L414roefc: W II f ALL\Trv,'pLL osca: I I I I I immw:�anm<wsccclsLcmrn I I I I _ III HISCLOSEr HER CLOSET I 1 1 I I 4;-ru/\II r'��'V'� TOrnno apa�uxs �1r' y,l �mur.[�iarc+le.%rmns'nrt'.,'cvx I .0.<,rmm,\Iv</wmmaYrpnrn� I J L-1 :I N'<,'nKCD•p.�nt<roLTnu�'nren.,ca. LIVING.HOOA1 .1 1 I I I '-�`- 11 nalt�..ACFres ma'nnmsnr.w�'\ {_________}{\ r, ��irnr¢,cxcu�-r�'arFxlu 1 1 I ��T.I�p�Mpra�L�Rra�r yv��' � I ;I II II II 1 1 1 1 BREAKFAST I I �I�d II 11 I I 11 IIuzz= p;<mirwrn-<ccvm 1 1 1 nW]RO:R to RDNUN I I �% ;I 11 I I FAMILY ROOM 1 IRrx�A:ro ��m.MYraw ❑�� I ___—___— 11 BGHSMe 10 REHAIN I I --_ 11 II i\�ODDiLMRT0 M1FA4V�i i 'W¢A'� nfL�.afLFnlE�iq;R __ II w q L_________J 1_____ _11_______ I L.-T,\GTDM1Latpl\ •lR[NN I.'IL II II I nrt nr nNaLmn nm -----1L----J cprcnri.anrTi•L GfOFPS OFFICE � Far nrrJ, _ ��U i_____1�_______1L____J Lwrrevzulaur.Lrt of<Taa•rcn _-_..-' _- I ' I II II I wwnvrrilumcc.ws.pn nr. 6 i Dmm. _____________ PANTRY nr.rryu�� I I I I I =,i.g Cop�Tisght*.. _____ _____ _ .v vrll II CLOSET I I TI Tl IT •' 1 I III II OII �� � POWDERlid FE ��\ I I I I I R'imu�ir norm�ffi�DN}� -- • • a � I I I I I nlcL orwnTNcs arsn¢Imnxn Lv III II II II = �� I I I I I rpmxpHspR,an>umx.ur w�v • LIBRARY J I I I I I rprvn:.vrr�r,uw w�sxw.nxn ae -'-- rErKVLYD L'A YaIw�'UT.�M.SNNLn... ___ PO,VUER 111 II ___�F___ II �1>________.w�-___� A.YTwccrnRn'_-" I'I II 1 ----------- mrwccw.�m�ae� cn orxLaLv .•.. -- ROOM RI • CLOSCT "I „ II __ _ I'I ___________ .\e=.e.orraTncn aHrazv 1 L I 1 ',voalmu,cw,v�aTRlcc,Viw:..r•uA GUEST BnT11 12 •� I ';I Il _Z_�,_L_ OFFICE I IT 1 TI LAUNDRY--- --- - - --------- Proposed First ::KITCHEN 11 �'!---- ' ' Floor Plan ENTRY FIALL ENTRANCE I I I\,Yx,D:LDnrJ I I II10xeAw.A' II 11 1., 1 II II 11 nn_ 11 LAUNDRY OPEN TO BEGUEST OATH a � .-IP• I I MUDROOM ' I 1 I I m I GUESTBEDROOMNO.3 9 I I I I I DECK/PATIO I _ II II I GARAGE September 26,2019 IssuF uAITs D NDOING. D MR,IT. D LONSTRUCTIDN ' PF\'ISIDNk D." r--------I r--------- -------- Onprr I I I I 1 I 0DATL I I I I 1 I ODATr 1 I I I 1 I ❑Dwrc I I I I I I I I I I I I ARCHITECTURw0Tr I I I I I I r I I I I I I I 1 1 I I I 0 4 8 12 /� Scale: 1/4"=11-On A—1 1 .0 YATRICK AAHAAN KITCHEN INTERIOR ELEVATIONS OPTION'A' - ,..v.pal r icknnro [ASipa QIP:DM . fS!M1AV! The Rehnert Residence 285 Seapuit Road Osterville,Massachusetts I IeAmutllnnmr. General Nolcs: / \ - - rmwan m�scn-Im raoDrt loAnlD! cL>`rnAL T�TnRsxAUHARaAu ED w'ir¢rEcvar.�.'rvrnn""'a¢Im AIL'�Ar'�W[BAWL LKAL A. III II ! 111111 - , a IIIlill1ii IIIIIIIIII X/ MIIIIIIle, 7mJ L// \ , /\\ ® \ / \ / ® ®� / \ 4 Qr dW2R LKAnc:.il¢fYYtn Nc L� III, ILI •���-1—•{� H9HHH99999B / '�F��rrWLlOP4r!�•Wa nR�A �, !.V' "1. _.11. 'f� T4 L.•I'f' �T�T ��NSH?�•H L19,'[N T Ty. L r-�Vk� ��V �,L �- Li;{Y :4- r•LC.•PLile:laf£n,T.EFTI¢,.�. I.LINI. lMn'EM Vlfll.vAiHA SINKLLALL CAlI1NL'I ! R rR(.(:fP LIIN,v-IL iLC .- Kl NCI Z,SL\ Cr•WN�L'i MS D[I LLRA„'LR> lV:i[[>TA1V.�' L�FIITS R'RnL ,.AEr CART\'Rf n¢MwnI:G(C� W,>LLTHNCrMASSfl�,'ro".�1'CW ,LLLARx�� In KITCHEN f�l KITCHEN n BREAKFAST/DINING LJ SCALE:IR'=1'-e' _ _ L�$CALF ILJISCALE 1 =I'-0" - .uxniwincc. R ri ��nR"rtia'�.nvrc'µctnc x"u`:'r'iR /� iw,r4 x1RMMAl't,2T ffINn. �1.y ,Ar3A:u9�RKLVA u'NPl>fIU, v rA.iN% I�Ia,v1A^a Cap`TI$lll: N6NLN AtYtltl¢LLLC I CY.AID'AR.',rN=QYI'vv. i L9lp im RIGDIDP S n ���,T ixEtS:AItt.T'(T -� r r 'NLF.,CRSLI.w.TL �amA,Tn I rarr I wn I s.cnm �� art'.rrtE•lu..ls'In•o�rnn%Arlcv,L (D) •'' I _I_ �l rmunrrucn�'Dr rcl. ¢•v:.'.r,uA s \ / :111 � I s \ / \ / s �� Y' RA91 S `J I — —f — — T——� ` Proposed Interior r----------I -, I P; t l IR��1 I ^ l I Elevations L—�.----L—J r- 2 r.a 12' "I L .n• � ro. -L ,r TRALI� E I • PALL CA+I�R TRALII P,1N'CL PM'LL • STORACC • STORAC•[ I ' PANCL • P.L'[l T_r A ICI K"I"CHEN ISLAND n KITCHEN ISLAND n KITCHEN ISLAND n KITCHEN ISLAND n KITCHEN ISLAND PLAN LJ$r:ALF.'IR"•I'-0" L—I SCALE: SCALE:IR"=1'-0' �—J SCALE:1/Z'=I'-0' LJ ALE: KITCHEN INTERIOR ELEVATIONS OPTION'B' EASIND QIpLN = RCHAP! September 26,2019 IssuL un'I Ls - o DIOEANc: OPEM!IT: , t = I t�tla¢ImDD \ \ / pCWRRURIEIN 1 DDRL9PPCWiBD b ` X oor.TLL 0.00 00 00.0 // / \ ARcerrn:RAL STMIP JJII.L I} ��. III �9HH6HH 99�© It— WECARINET �OASr.GDINR�MSN,vI3HF.R�'SINR NSC GDINf.T"r1LLHrrgSNE0. &SF.CnDINiTDASf CACINET FREEZER L'DALC C.,pIr:CT R,WGE �N3E GDIN[� RC(PIG T 0 2 4 8 0n KITCHEN n KITCHEN 1 SCALE:Irr=r-o LJ SCALE lR=r-o Scale: 1/2"=11_0D PATRICK AHEARN ttiio eimaa c.ae»., c k oh r a rn..o m The Rehnert Residence 285 Seapuit Road Osten'iUe,Massachusetts A&M#60167 A&M#3698 A&M#60160 A&M#3698-modified A&M#60167 A&M#3900 1-112"X 1-1/2" 314"X 3-318" 1-5/8"X 1-3/4" 314"X 3.318" 1-12"X 1-1/2" 3/4"X 3.1/2" Grnwnl Noies: PLINTH BLOCK A&M#9553 T'�' �3•Y1N�"rt"'s .ircr 1.5/8"X 5-314" Aucucu. +cure •um:ruiivcu w•z•r�w..ovnc mcE I I / a`nnLLCRtwAcrrix,nxtrs I ct�wuRmRx-rcas,uuuiourw _______, n¢nonn¢cvnrs„xr�:roocrtr. 1� 3H3�� l� 3A' 1fg .» ". A&M#3898 aounrofvu a.��o sm:mxvacasrwnxRs Y MnO'v' 5�� (MODIFIED) A.nv n iR."A.n,ccAnm«Rsn:ROxc. 44„ 47" 4 I' 1^x a-v2^ 4Z '� UT-0 F E n'o`ate>s3 n r�r�rA,�f 4�r a�..,,•w<,�.� n Casing 'A' n Casing 'B' n Casing 'C' n Casing 'D' om';� a; la I II R�nr� �..Nnww �Nm�RA�.Tsro� u Scale: V = 1" U Scale: 1" = V u Scale: 1" = 1" u Scale: 1" = V a� •"�� - r«rrrnve�nm rterr,rt n r,�rrnfm��rnurnrn [n�RtW A�'rt Va 91te,:r Rl SrtiT. �¢IFFFA�Ni,6�T R.TIE,�RAR 4 wm R A:„�NATrxr�LUR. fitE4 RaOF ro A�LnYrt,LL R rtNAL rID Length Varies j _ .1 w�,a::azcr a:,ff n' 3j" Drnfving Cap. g 1:hi o,N. AmV, 2�„ mn ni'¢ ,im:ur Aa, gq (3" A S" H A&M#5265 Proposed Millwork M 9116"X 2-11/16 Details N N A&M#1667 A&M 5063 q&M#5060 A&M#5713 3/4^X 1-318" A&M#5265 13/16"x 3 11/16" 13/16"X 4-5/8" 1-1/16"X 6" 9/16"X 2-11/16 I . S ic own Moulding n Crown Moulding 4c Crown Moulding Crown Mouldin Plate Railale: 1" = 1" Scale: 1" = 1" C Scale: 1" = 1" Scale: 1" = 1" Scale: 1" = 1" A8M#7093 (O r� 5� 1� ❑ Casin 'A'Panel MouldingA&M#9101ROSCO#8570 1 3a Scale: 1'. = V. 5/8 X3/4" " 9/16"X 12" 7" September 26,2019 fssuE wvEs o mowec: r�uQ ❑rEnAnr: 000N1TRucfION. RET'I51(V:S n Pickwick Panel Moulding �=LS>c�otia ouldin �=j cotia Mouldin Chair Rail w/Ca Baseboard w/Ca 99 fl P n pu Scale6" =1'-0" =1" cale: 1" = 1" °°rE U Scale: 1" = V u Scale: 1 = 1" °wrE A CHMMRAE$T- A-8.0 PATAICK AHEARN P.Yl.ri ll�nl�' •w mn•'D. ..n.pn lE k k,.h corn...T The Rehnert Residence u' b fia 285 Seapuit Road w.EAaPSA...�m P u Osterville,Massachusetts P.I,.,m ""•"" Gcnenll NDics: .�rnr �xmm uunxPmElrcN. Imuaoc nre PnvrvPTm+uwnlnm un: �1pP1 L°' s,vm.Eurnxu Pn9nanmrvcccc� •runrnsw.uefwa•or. msP,z,a ' oiviiTiaN'uorn�nsnK.w mrlacavrvxrw v..o-xl. rlcuTOPs"Puu,EtirE� '� .,rP>IV,. n1e®,o,vcmT'ma�ve.:e�uno naV. nC.�RVE91EnYK,IIL'C a rm•..s R lNE M�M3.N��7�'oe vR>F\c '�N.Iisl�A�1:E1T.EE.'nR:.,ml R ARY.[o11MC61 sl'ACR.TIP[Irna _ n1f n.A�S CI�IE nA�R'A T'Nv4ITP4A'Rl01iY I ,PnIE P,'TTT0.�'ECT9:� la Crown Assembl 'A' ED Crown Assembly 'B' n Crown Assembly 'C' EQrown Assembly 'D' D"ScalW& mbly 'E' Scale: 6" = 1'-0" Scale: 6" =1'-0" u Scale: 6" = 1'-0" cale: 6" = 1'-0" 1'-0" „v�No E�TPE� In6feEtPLEm Jolt �ErEa��—,E—M rPmx rr,IDx,csunwrtu w Ef:PE mD ="ing CDppighl:P„� ma:Pn TFrtI�aT Y,LLtiIIrtRT.LLC ML Cl: IEAPn iNA Pn95"NLrv(rt Y rrFlFtOIAED W w.l Pu�'�'FA nM:WNlT 'Ff rtF\'EI}T..:LE1LK OF P„W C�N1GR.1' tI:NILt:,.fNA Proposed Millwork - w I Details 'A' IBI WOOD BEAM OPT. - <y a a ,7 DRESSED BEAM OPT. WALL CONSTRUCTION VARIES e OTHimber Beam Assembly'A' &'B" 0�,7�Dres�sed Beam Assembl A&M#60167 BACK BAND Scale: 6" = 1'-0'I _ Y A&M#3698 CASING Scale: 6" — 1'-0.. ,.G-,D'.ESL r 31-sm CAA .1.90MIpED .wi.,m Pw.lm .Im EDGE • AIM P9699=TIA IMfi'.1-Vfi] September 26,2019 A6M I166] ISSUE-1. v<-xl.ve• ' 4 Ica CeilingBatten width varies � AkM.�9�DAAADry o9ERM TG IL„]V77 °GOVST9uRIDrv,Scale: 6" = 1'-0" r•. nE„Mnns OIgTC O—�Trim Detail at Sloped Ceiling n Ceilin Battens p g E�Lindow Casings n Window Casings °DA,E: Scale6" = 1'-0" Scale: 6" =1'-0" Scale: 6" = 1'-0" u Scale: 6" = 1'-0" 0D„„ERD0.AE ST—Y A-8.1 ZIP �=a 1 - PATRI�K AHfiARN ARDIIITBOr /^ IeOfomennwealN Avmue IJ Win" s."9. l Bo t—MA 02116 Ed6aMwn.MA f Y a P•.bIJ.Jb6.IJ10 P:S '"..9J1'_ • � ` F:61J.Tb6.F96 F:508.459.9018 The Rehn e' ' rt Residence U w w W.p a t r i c k a h e a r n.f om t p The Rehnert Guest House Residence 285 Seapuit Avenue 285 Seapuit Avenue Osterville, Massachusetts _ osterville,Massachusetts General Notes: GENERAL CONTRACTORSHALL MAKE ALL SUB{ONTRACrORS AND SUPPLIERS AWARE OF VIESENOTM Construction Documents /\ ALI.W REKQSW MENTS OFTMEOINCO i VN/,/ ALI.WORKSHALLBEPERFORMEDINCOM- STATE EWITH ALL ALBUIL8IN.LOCAL. December 2nd, 2015 p STAIEAND NATIONALBUILDING LIFE SAFETY.ELECTRICAL AND PLUMBING CODES . G�NERALCONTRACTORSHALL BE RESP06S 1 IBLE FORSECURING ALL PERMITS NECESS OUTTHECONTRACTNOUMENTSHROUGH- AR'FOR.CONTRACT DO F WORKS. GENERA LCONTRACTORSHALLLAYOUTIN 8 THE FIELD THE ENTIRE WORK TO BE PER. FORM BEFORE ED TO VERIFY DIMENSIONAL.RELAHON- ti��e �O�^ SHIPS o IONS ANLLVERIFYALL SBEF a�i CONEDn WITHI W D LOCATIONS BEFORE PROCEEDING WTIiT WORK ��'Y GENERAL CONTRACTOR SHALL BE REPONS �T IBLF:FORTHE COORDINATION OF DIMEI CARBON MONOXIDE ALARMS ST IONAL REQUIREMENTS BETWEEN THE WORK t �r OF REQUIRED TRADES/SU&CONTRACFORS MUST BE INSTALLED PER e� ANYD6REPANCI_S ICOD CONDITIONS OR ANSL DIMENSIONS.PZ0R Uqd CONDITIONS OR ANY MASSACHUSETTS BUILDING CODE SPECIFICATION TIONOR INPRODUC.-TEGOR SPECIFICATION OF A PRODUCT.MATERIAL ORMETHODOFASSEWBLYISTOBE T BROUGHT TO THE ATTENTION LTHE CF.N- ERAI.CONTRACIORIMMEDIATEI.Y. RF.GARDLESSOF WHITHER OR NOT AN ITEM SSHOWN ORSPECIHED.THE GENERAL CON- Y TRACTORSHALL PROVIDESAID ITEM IF IT IS NECESSARY FOR THE PROPER INSTALLATION SMOKE DETECTORS REVIEWED OR FUNCTION OF AN OEM LCNORSTF.CI- t FIED.SUPPLIERS ANDSUBCONTRACTORS SHALLINFORM THECE '—' OTHER TRADESWHICHSMTTALNOTINALBIDR TLI OFTHEIR REQUIREMENTS FOR THE WORK OF CATER,PRIOR, IMAY OF BEEMI- BID FOR WORK - DRAWNGS SHALL NOT BE SCALED FOR BARNSTABLE BUILDING DEPT. DATE HAVEBIONSAND/ORSI6SURAWIN6MAY HAVE BEEN REPRODUCED AT A SCALE DIF- ERENTTHAN ORIGMALLY DRAWN. Drawing Copyright: PATRICK AHEARN ARCHITECT.LLC AND PATRICK AHEARN.ALA.EXPRESSLY FIRE DEPARTMENT DATE ERVETHECOMMONLAWCOEYRIGHTSAND OT OTHER PROPERTY RIGHTS M THESE DRAWINGS THESE DRA WINGS ARE THE PROPERTYOF PATRICK AHEARN ARCHITECT.LLC AND OTBE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING REPRODUCEDICK IN AM A.ANDSHALL SHALL REPRODUCED RANYMANNERNORSHALLTHET BE ASSIGNED FOR WE TO ANY THIRD PARTY WITHOUTFIRSTOBTAINMGTHEF>RMED WRITTEN PERMISSION OF PATRICK AHEARN ARCHITECT LLC AND PATRICK AHEARN.AM. / t Cover C �pIF•�•• -- •• December 2nd,2015 U (� I� ISSUE DATES MASSACt,. ❑BIDDING. ■PERMIT: 12215 ■CONSTRUC11ON: 12215 • J REY151ONS: ❑DAu O DRu: ❑D.- o Da[ ❑Rau: ,r-PE''-:���-���.w„ Aft YF RACST'AMP'a y ? �. •het%% � � ��h�• _ Cover PATRICK AHHARN - ARaRIrTTDT - I60 GamvA 02.1-El Avm°e Fd,;:gMA BONnn MA BSI I6 FPB5�9l9.9MJ12 Property F:611166.1]IB F:BIB.959.- 12" STEP DOWN FROM F:61T.w.p SLOPING WALL UPPER WAIL O.W 3'.0 APR C( �� T HEIGHT TO B DET IN E I F LD) . O O " w w w.p a t r i c k a h e a r n.c o m �WALL 1 -TA1NI C L 2K2 STONE COLUMN �\ Ivr LONG The WITH 12"REVEAL 1'.0•W IVF.W0 ABOVE WALL O ' O O led Rehnert BLEND INTO I -�,#t O O EXISTING WALL t v Y 7. S r / O Y O T.O.W. TO MATCH 3 COBBt�STDF1t PAVING aN " Residence EX. DRIVEWAY NE.( RTINNING BOND PAT$RN �{X. SHED 10 RETAINING WALL SHOWN F Ill REMAIN r COBBI FSTONE 5 r `+ 285 Seapuit Avenue EX. PEASTONE DRIVEWAY / __ - v FDCINc TYP �LJ'� . I - � 0 � Osterville,Massachusetts COURT TO REMAIN � COBBLESTONC 3 DGING. TIP. 2 WIDE GRANITE 43 r f iRI$4 LIMESTONE:WALKWAY: OOOOOOO O General Notes: BORDER PAT:IERN AS SHOWN CENERALCONnUCTORSNALL MAKE ALL T OF MERTRACIORS ANDBUPPES AWARE OF THE REQUIRFMEMS OF THESE NOTES. O ALI.WORK SHALL BE PERFORMED IN COM' WALKWAY TO HAVE - _ •-• _. ._._ 'fip STATE AND IT AL BUILD GPLIANCE ALL APPLICABLEILFEL NO STEPS �I�- DRIV f` � WAY SAFLT'.ELECTRICAL AND PI.UMBINO CODES. GENERALCONTRACTORSHALLBERFSPO S Barn esP IBLE FORSECURWG ALL PERMnSNECEY. ARY FOR COMPLETION OFWORRWWUGH- _......-.._........_.._..-.................................. Y:F ..� OUTTHECONTRAR DOCUMENTS. ' GENERAL CONTRACTORSHALLUYOUT IN Garage lA L;. �E — TH FIELDTNEFNTIREWORKTOBEPER` EX. PLANT BED / ° ° — .. FORMED TOW R DIMENSIONAL RELATO L PLANTS 10 REMAIN GFE: RELOCATED -- r — IONS ND YEwFVALirnEF pored CONDFL k •- ` IOW AND LOCATIONS BEFORE PRCGF.F.DING �» GENERATOR + + fi00L FENCE CUSTOM GATE W/ WITHA. WORK �� 4 AUTOMA OPENER & GENERALCONTRACTORSHALLBEREONS XISTIN0 WALL TO SOLO----- EMAIN - FENCING 3, '' IBLEFORTHEC"RDINATION Oi DIMENS VEGETABLE ?;i•'>r•,:'' I• Tc _ J _ 6NITE LIMNS 0 IFQTimeaDD TRADES/su o uncroRs '3 OBBLE LONE DRIVEWAYBED 8 30"HT. WOVEN " J �` _ ANY DSREPANC ES FOUND NIHEPUNSEX. STEP THROUGH 1 '� �•. � �� APRON DIM FNs10W.P�T�coNDmorsoR ANY HERB BED eWLLOW FENCE& CODBLE EDGING �� i T WALL TO REMAIN 't...�.. ASPH LT DRIVEWAY SPEGIFIKCATONOfAPTMRODUC.MATERIAL �•� GATE 'I EX. GATE&LANDING- BeoUcFIToiDvoiFiIEA=O—OFWEGFN' _ TO REMAIN O flAPRON TO EX. ROAD I._ EDGE ERAL CONTRACTOR IMMEDIATELY. REGARDLESS OF WHEW ER OR NOT AN ITEM HOUSE GA BOX / ISSHOWNORSPECITHIM HEGENERALCON' TRACTORSHALL PROYIDESAID ITEM IF n S TALLATION WIDE.PEASTONE u KEYPAD FO GATE NECESARYFORTANnEMERIWNORSFCL LK W/ME iAI II�I I n EX. ZELKOVA ® OR NNCTION O AMSUB SHOWNORSPECF TO REMAIN OPENER ON RANITE POST FDD.SUPPC7 ANDSUBCON RACmRS OF ,LING SOn1ERTRADFS,WHICHFNMAYLWEWOWK R ALL EXISTING TRELLIS OWEIRTADE& HIGH FORTHEEIND" 7 MONOLITTIIC STANSTED EX. GENERATOR TO f GATED.PRIORTOSUBMITTALOF FINAL BID FRAMES TO BE GRANITE STEP AND GRANITE DR WORK RELOCATED ® DRAWINGS SHALL NOT BE SCALED FOR PIZZA 1B REPLACED (SIZE TBD.) LANDING IN PATTERN AS p DIMEWIOWAND/ORSI9 DRAWINCSMAY OVEN D3 ._ SHOWN �:." - HAVE BEEN OMCI ALL wTASCALY.DIF- LANDING SIZE TBD. BASED I UPON FINAL ARCHITECTURAL O Q F.RF.HT THANORICINALLY DRAWN. O Drawing Copyright: PORCH ADDITION EX. CONDENSER O PATRICK SEPTIC N BOX _Li - `RANDOM RECTANGULAR UNITS /� RESEREWECOMMO LAWCOPL RIBUTION BOX Residence I (/l/vim)/I� OrKERAND LICK TYRIGH 51N ESEDAY BLUESTONE TO MATCH EX. RESERVE THe COMMON uwcoer RIGITTS AND ((�� � OTHER PROPERTY RIGHTS IN THESE DRAWINGS L__J •j D -. MOF P ITRICKKAHEARN ARCHITECT',L C AM GFCI EUTLE1S _ FFE. REPRODUCED IN AM.ANNERNO SHALL / OUSE'.. NOT BE RILL.AREA —EX. SEPTIC TANK REPRODUCED M ANY MANNER NOR SHALL TI PARKING,. BE a O � ORIVC RII GNED FO ORBUE O AN THIRD URD PA T ~ WFIRSTTAWINGT E 28.3 A WRITTEN I OF PATWCK AHRN ARCHRECTI.LCANT)PAIUCKAHEAMAI A . 1 OUTDOOR T3 STEPPING Y NTONEw ® ll E EPTIC -� GRILL k °° FIELD Illustrative Site HING TANK COUNTER -EX. SEPTIC TANK Q .,...- Plan REWORK GRA p TIN _ u SLOPE PLANT BE F `p>' .U:.TONE'.,:,;;;•, TO STEPPING STON SEND VINYL MESH � o BEGIN 3 RAIL December 23rd,2015 FENCE AT CORNER 155UE DATES ❑BIDDING: OO �a ■PERMITcoN5TR 122.W5 HEIGHT BLACK ■CANSIRULTION: 19-?3.15 - o VINYL CHAIN LINK REVISIONS: FENCE ALONG> 0DA- MONOLITHIC STONE e C,3 Ali STEPS D3 8 C abana FENC TO REM P Y ARC.TEMRAL STAMP Ex. Swimming Line f J: F Pool. 100' SOS Buffer, �w , _—CONNECT POOL FENCE INTO VANISHING EDGE Zone r11N't/t WEIR WALL X ORNAA&AL CND =(IE POOL FENCE INTO EX. 3 METAL POOL FE F. - BE CHAIN LINK FENCE CONNECT'POOL.FENCE _ ____...—...-- -_-----'" :NC: C IN LINK INTO VANISHING EDGE E ISP WEIR WALL SwIe.1•v Ia•a• IOOt 1 Illustrative Site Plan Ti s la la 7��67 ffWT RIC!K AHEARN FINISH NOTES CONSTRUCTION LEGEND PLUMBING FIXTURES n wN�sL.KI PLURIBINGFLNTURES SPECffED BMOW ARE FOR PRICING FLOORSAQUI Edg..mxm.MA NEW'WMLTORECONSTRUCTED IURPOSES ONL\'.MLPLIiNEMG FI\TURFS TORE FINAI.EFD 1]IO -'P.508.939.9313 NOTB:ETERIOR N'MLS TO BE h6 CONSTRUCTION. WTI OWNER PRIOR TO ORDERING. FI RANDOM WIDTH WHITED"WOOD F-I.00R F.SII&M�TRICAL INTERIOR PARTITIONS TO BE 24 W/SQUARE EDGE FACE.NAILS(6°-e•BOARDS) j ...... KITCHEN' STAINED ENGI.I$li CHESTNUT W/SATIN PoI.I'FINISH W,W a t r i c k a h e a r n c o m O% WINDOW TAG(SEE WINDOW SCHEDULE) RINK: KOMER UNDERTONE;STAINLESS K-5290-NA P STONE 5TON WELL O FAUCET: ROIL.PERRINGROWEUAM-2WITHSIGESPRAY.CHROMENI-MOSAIC HONED WHITE CARRARA MARBLE m. GENERAL NOTES: 1� h e _ 1.ALL GLASS SHOWER HOURS TO BE STARFLLE CLEAR GLASS RIASrERBATH PRECAS TUB: KOILLER TiA FOR TWO SOAKING BATiI K-850-0(N'HRE) • lULKHEADT STEPS L ALL LINEN AND STORAGE:CLOSETS TO HAVE BLUEBOARD AND TUB FILLER: NEW-Rx BRASS ASfOR J-92]-CSBLOME WALLS T PLASTER FINISH ON N'ALIS AND CF.B.INGS W/6•BASEBOARD- TOILET: KOHLER MEMOIRS CLMSIC STYLE K•3316(AMITE) U.O.N. SM1:: KOHLLER CA.\TON UNGIGU L0UM K-2210-WHITE tt•1 FULL IEIGiR J°HEADBOARD-PAINTED WITH ONE R e h n e rt in I I I I I I FAUCET: NEWPORTBRASSASTOR90-CHEOSE COAT PRIMER AND TWO COATS SATIN, 3.FRAC TO BE Wall 2 ZONE GAS FIRED DUCTED SEAT PURE SHOWER: NEWPORTBASS ASTOR J-922BP-aIROME a.PROA'mERMOAI TANKLESS K•ATER 1{EATER ONE COAT PRIMER AND TWO COATS SATIN INFERNO. ' APPLIANCES BATH{ Residence 4'-r - 6'-73° APPLIANCES SPECIFffD BEIAW ARE FOR PRICING PURPOSES ONLI'. TOILET: KOILLER MEMOE3 CLASSIC STYLE K-3816(WHITE) 0 R N N WHITE ATE D PATTERN MARBLE SUBWAY TILE M . ----_-..--.y --._...--_-.-..._.--.�.. SINW: KOILLER CA.\TON UNDER6fOUNT K-2210-WHIT{: RUNNING BOND PATTERN OIONED) I I I I ALLAPPLANCFSTOBELINMV.tDWITIOwNERPRIORTO ---'-Q ORDERING. FAUCET: NEN'PoRT BRASS ASTOR 920•CKKOME "� SHOWEE: NEWPORT BRASS ASTOR 3.924BP-CHROME RANGETOP: WOLF30•GASRANGE-G"3 285 Seapuit Avenue -- VENT WOLF30-PROSfAINLESS HOOD-PW302119 CEILINGS(SEE RCP FOR SPECIFIC DETAILS) Osterville,Massachusetts - - C, J°BEAUBOARD W/ONE COAT PRIMER AND F—F _ REFRIGERATOR:SUBJ.ERO JO•MTE°RATED REF.IFRZ-R-30CI TWO COATS SATIN IAfPERt'O E• '�. O DISHWASHER: BOSCIIIB•PANEL.READYDISHnVASHER-SPt•68U53UG C2 GeneralNoteS:6°HEADBOARD W1 ONE COAT PRI\TER AND --N� LAUNDRY: WHIWROOI•DUET WASHEIL AND DRYER W/PEDESTALS TWO COATS SATIN INFERNO SECGNCOCPDRSA MHALLMAKEALL OF THE QUIREME TSOFT ESENAWARE F;� �:� GRILL: BUILT-IN OUTDOOR GRILL TO BE SELECTED BY OWNER ALL WO EQHALLBEPERFTHEE IN CO ...........^\--0............._--�.. PUANCE WITH ALL APPUCABLE LOCAL ALL WORKSHALL BF.PERFORMED M COM- STATE AND NATIONAL BUILDING,LIFE J ` -+ SAFETY.ELECTRICAL AND PLUMBING CODES. STONE 7.g 7-g° 1_ GENEALCONIRACTOR PHALLE RFSPOEF WINDOWWELL - I 'I IBLEFORSF.CURINGALL ERMTISNECES yP ' TRIM ARY FOR COMPLEDON OF WORK TIROUCH- MLTRIMWORKANDBEADBOARDTOBEPAINTED W'ITl{BENIMUN OUTTHE CONTA[T DOCUMENTS. MOORE SATIN EIPERVO FINISH. GENERAL CONTRACTOR SHALL LAYOUT IN — a Laundry a N THERF.LDT{EENTREWORKTOBEPER- F.1 tt'.1 C.I MILLWORK LIST: FORMEOTOVF:RIFYDIMENSIONALREATON. SHIPS BEFORE CONSTRUCTING ANY PART. O� _ WOODFLOOROEP, ❑ CMING ALAIpl698K'/6016]BACKBAND ANDSHALLVERIYAI.LP.anoaMCONDIT- Ll I %P.T.SLEEPERS D J IONS AND I.00ATOE6 BEFORE PROCEEDING \UP BASE 1•N6-BOARD\\'I A6A1♦166]CAP WITH WORK GENERALCONTRACTORSHALLBEREPONS CRONN eIOULD ABM 85060{S t- `IIXJALORTHE REQUIRFMEN150 TEIWF.EN THEON OF I WO ..........__....p........... I SrpE PARTS NEN'FJ,:FnTS Fa091 BON NEWEL(OR EQUAL) OF REQUIRED TRADE/SUBCONTRACTO L:_J T; RAIL:FITTB FVI O M ANY DSIONS,C FS FOUND IN IONS OR AN -`¢• 1%P.T.SLEEPERS BALUSTERS:1JN•SQUAREORF5360 DLMFMIOES•RORIN HECLASOBSORANY p 2670 AT CONCRETE K'ALL I _ 4-CP SPPARENTERROR A PRO CIA MATERIAL SPECIFICATION Of A PRODUR.MATERUL CABINETRY AND COUNTERTOPS/FP FACES OR MEC TOT A ATTEN ONOBE BROUGHTTOTHE ATTENTION Of T{EGEEL I "--------"'----"--""'�- ALL CABINETRY TO BE INSET DOORS tYml FLAT RECESSED PANEL ERAL CONTACIOR IMMEDIATELY. DRAWER AND DOOR FRONTS.PAINTED W'RIl BEIM11N MOORE REGARDLESSOFWHETHERORNOANREM 41 3 1, SATIN ISSHOWN ORSPECIRED•THE GENERAL CON- TT-- RIPERVO FINISH.SEE IN EBLIOR ELEVATIONS. TACTORSHALL PROVIDESAID nF1A TF R IS Basement Floor Plan COUNTERTOPS: NECESSARY FO FAN PROPEROWNOLATON KITCHEN: WHITE CARILEA STONE-HONED ORNNCROERSANDIEAISHOWNORSPECI- FIED.SUPPLIERS ANDSUBCONTRACIORS M.BATH: WHITE CARRF.RA STOIN'E-HONED SHALL.INFORMTHEGENEALCONTRACIOR OF THEIR REQUIREMENTS FOR THE WORK OF BATH: WHLTEcARRERA STONE-HONED OTHER TAM WHICH MAY NOT BE INDI. CATED.PRIOR TOSUBMITTAL OF FINAL BID TUB DECK:WHITE CARREA STONE-HONED FOR WORK DAWINLSSHALL NO BE SCALED FOR LAUNDRY:AIAIIOGAM'K'OOD w/CATM\TIC FINISH{ NCS MA F YEB..R AFpRODUCED TASCAI.E DR-\ g.3• ERFMT{AN ORIGINALLY DAWN. �- FIRFPI.ACE FALL AND HII�ARTH: rNEW'FNGL—F-.-ONE tTiNFF.R Drawing Copyright: LOMPOSIfE BULKHEAD 3•.B" q-y' y lo-,O" B FACE AND B PATRICK AHEARN ARCHITECT.LLC FLOOR HEARTH AND PATRICK AHEARN.AAA,EXPRESSLY DOOR AND SUP.ROUND y AND NSETV4RVE O I OTHER PROPERTYRIGHTSMT BEDAIN WCS. BOAP.D$-PTD. I ©I ©) 1 -- 1 I --I THESE AIR WINOS ARE THE PROPERTY OF W/I PATRICK AHEARN ARCHITECT.LLC AND iv 6'-d' hI PATRICK AHEARN ATA.ANDSHA LL NOT BE N I _ ___ REPRODUCEDINANY MANNER NORSHALL TH BE ASSIGNEDFOR USE TG ANY THIRD PARTY ED S. ... _ I L J WRITTEN PERMMION OF WITHOUT FIRST OBTAINING ATRICK AHEARN 81 - -- _--_------ - CII Bedroom#1 I III w ARCHITECT LLC AND PATRICK AH EARN.AIA. i M. Bedroom N Guest House- 1'- BIL -TONE PA V ~ I I - I I e'.g• y 4.-g• y�nMBER BEAMS Kitchen w I I Ea Ea Proposed F.I N•.I G.= ' � _ I 1 1— ��- Or Basement, First REF. © �,_ _ ——— ———— _ — Floor and Second 4'-5' 3' ---I � I o Floor Plans T.V.ABOVE �b i$ j� BUILT-INRFSS ER December 23rd,2015 T_-11 SOAKINC6 i75 TC%oIRECT NEM BUILT-IN DRAWERS •NB GAS FlREPLACE.MOUNT I _ 2668 in ISSUE GATES LINEN (-nMBER BEMlS; VERNON RED BRICK d, I O BIDDING. ABOVE(TYK) NERRolGBONE LINER F.H N'.I C.= ■PE.RMIT: 1223.15 v Fz NJ' 2470 - DNJ ■CGN5T:UCTION: 12M.15 5. © M.Bath DN Living Room _ l_.— i--.r© 5 - -- ooaNS ....... CLOSET. f f F OOO I Bedroom OaO#2 F.1 ❑Dw °"L''�C ^�� '.1 C.I Oqb N' BUIL-IN CLOSET STORAG Tn I G0. TTT... I 9 ri 'Q 3.-1 1 3•.q=• _ I p I m f I�'�L j• p•5• 911. 3__o, No. �D J1 +P F.I W.1 C.1 2470 2670 I --- -J L. - 1------- ` — T T- c1 ape'O +, J� jF FA_ EO_ EO EO _ _�.�...-.- ._.-_._ � (Q - •aC��� OF , 3..3�. 7.g)• 7 g„ --i :q�. -.- ._-g. -'- _ 5'-d' 4''1'-.�- 4•_d. 'f- 3—_g, -I--�_ -�1v1,5,�tlC'J"� J First Floor Plan Second Floor Plan BLUEST F.PAI PrO o5ed Floor Plans �"1/4°°=1� A- 1 . 1 1 o I'r 4• PATRICK AHEARN — ARWITROT — ICOCommonweill6Ave gwm_sl B6M MATH, Fdgarmwn.MA P:61T.266.1210 P:508.SJ9.SJ12 r:612.2-=6 F:508.93 AGS www.patrif Aahea rn.fo m REFLECTED CEILING PLAN GENERAL NOTES -- 1. POWER ODTLEFS ARE TOBE LOCATED MR THE ELECTRICAL CODE rRe (OHLI'SPECTICALLY REQUESTED LOCATIONS OF OUTLETS WILL BE SHOWN ON THE PLAN. i ALL CLOSETS•INCLUDING LINEN.TO HAVE ONE LIGHT WITH JAMB SWITCH nertUNLESS OTHERWISH NOTED.yJ, EXISTING EIGHSSRETOMAT CHhil lEMUNGHEIGHTSOTHF-RM TCHTD.(.-X°) sidence I / O I ALLCASROD"AOANUSOFFITSTOBEVERIFiDIN FIELD WITH ARCHITECT ACCORDING TO EXISTING ILI I_ CONDITIONS AND CEILING HEIGHTS. I L J 285 Seapuit Avenue I -- — Osterville,Massachusetts \ KEY General Notes: GENERAL CONTRACTOR SHALT.MAKE ALL NEW N'RI, (LOCK SO(:IAET-REFER TO INIERIO sUB{ONTRACTOISANDSUPPLIF.RSAWARE ELEVATIONS FOR WALL LOCATION. ALL WORK SHALL BE ALL WORKSHALLBEPERFORMEDINCOM- 0......................0......... \ ,1, x'ALL SCONCE-TO BE SPECD'IED. PLIANSTATE EWTTH IO APPLICABLE CAL LIFE /1 1 I 1 STATE ANDN ELECTRICAL AM BNLDINCING LJ L J \ 4TlL CRLF NE x'ORK PHONE i GENERSAFETY LCONTRATORSHAUMBERESPO CODES I ILA j`✓� CFJLING PENDANT-TO BE SPECIE GENERAL COM NG ALL SHRL BE ECS \ NS- IBLE FOR SECURING ALLF WORK THROUGH. ELECTRICN,OMLET Q xIM MOUNTED OUTDO00. ARY FOR COMPLEHONOUMENTSHR000H- I I RIECESSEDMTIRE OUTTHE CONTRACT DOCUMENTS. T I O HALO ENICAT LINE VOLTAGE RECFSSELS- SWITCH GENERALCONTRACIORSHAI.LLAYOUTIN La IA 1 LIGHT W/WHITE,STEPPED BAFFLE THE FIELD TIE EN21RE WORK TO BF,PER- �:� II I I -S� THREE-WAY SWITCH SHRMEDTOVERDYDIMENSIONALREIATON- •'•• II RECESSED LIGHT WITH WATERPROOF SHIPS BEFORE RIFY ALL AM PART. _ 0e ENCLOSURE ANDSHALLVERDYALLP�a/waNCONDTT- 1 -D- DIMMER SWITCH IONSAND LOCATIONS BEFORE.PROCEEDING J I I I it �� UNDER CABINET LOW VOLTAGE'HOCKID WMI WORK LYY TOILET ECNAUST FAN CENERALfOMRAC10R5HALL BE REPol6 PUCK'LIGHT. IBIS FORM COORDINATION OF DIMENS ....................�........... `tY RECFSSEDWALLWASHINGFLV'TURE OF REQUIRED T RADES/TM—CONTHF.WORK O CLOSET LIGHT ON JAMB SWITCH OFREQUQUIREADF5/ETWEENTNEWORK •1 SMOKE DETECTOR ANYDSIoNS. IFS FOUNDITIO PLANS I_ J SURFACE MOUNTED FIXTURE DIMARENTMORIN CONDmONSOR ANY APPARENT ERROR IN THE.CLASSIFYING OR •� CARBON MONOXIDE DETECTOR SPECIFICATION OR U.H T OHEATTELYSTOBE BROUGHTTRACT ATTENTION E THEGEN- ERAL fONTRACTC2R UIMEDIATF,LY. REGARDLESSOF"MER OR NOT AN ITEM 6 N WNORSPECIFIED,THEGENERALCON- TRACTORSHALL PRG IDF-SAID ITEM IF IT S NECISSARY FOR THE PROPER I2STALIATION OR FUNCHONOF AN ITEM SHOWN OR SPEC4 Basement Floor Plan 'HALL.'OW sHALLINFOEMTHEGENERALCACTORSTOR OF THEB1 REQUIREMENTS FOR THE WORKOF OTHER TRADES WHICH MAY NOT BE INDE CAM,PRIORTOSUBMTrtAI.OF FINAL BID FOR WORK DRAWINGSSHALL NOT BESCALED FOR DU.1F15IONS AND/OR SITES.DRA WINGS MAY HAVE BEEN REPRODUCED AT A SCALE DIF- ERENT HANORIGINALLYDRAWN. Drawing Copyright: PATRICK AHEARN ARCHITECT.LLC RESERVETHCECO MONLAWCOPY�RIGHTSAND EDRN WINCSARETHEPROPERTYOF .i----I --- I PATRICKHEARN ARCHSTTECT',LE R IS. _.-_.-.__. .._.. ._—......._. I __-...._ ._..__.__.... PATRICKAHEARNAMANDSHALLNOTBE REPRODUCED IN ANY MANNER NOR SHALL TH BEASSICN IRDPARTY WOUr FDSTOBTAINNGTHEl TM EXPRFRSED LID ISSION OF L --$edr6o — -- I ARCRHHIIIEECTLL AM PATRICTK AHEARN.AA. Guest House- -- I � I Proposed Basement, _ ---- ---- ----�-- First Floor and L————————— __..._._. I _ —I I - - -----� Second Floor -•' -- i B �L- 5 I effective Ceiling Plans LINE,, _ December 23rd,2015 ISSUE DAZE 5 _ '— — • _ ❑BIDDING. ■PERM R: 1223.15 I ■(gNSTRUCIIOM 1223.15 — - ( - REVISIONS: I I I �� 0•. 2 DDau: 0Q . ----------- ... 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F.5BB.9J9.9BT2 2']6 F.SBB.939.9B18 www.patrickahearn.co m ` The( Rehnert + RI14GLE CAP IDGE BEAM _ Residence 2�5. 285 Seapuit Avenue iYPILAL ROO:CONSTRUCTION Osterville,Massachusetts RED LEDAR SHINGLES CEDAR BREATHER General Notes: ICE AND WATER SHIELD 3/4"EXTERIOR PLYWOOD GENERAL CONTRACIORSHALL MAKE ALL CLOSED CELL FOAM INSULATION SUB-CONTRACTORS AND SUPPLIERS AWARE ROOF RAFTERS(SEE STRUCrUP,AL) • - OF THE REQUIREMENTS OF THESE NOTES. INTERIOR FIN15H I I ALL WORKSHALL BE PERFORMED IN COM- PLIANCE WITH ALL APPLICABLE:LOCAL __-'-- STATE AND NATIONAL BUILDING.RIFE SAFETY.ELECTRICAL AND PLUMBING CODES. GENERALCONTRACTORSHALL BERFSPONS _—; IBLE FORSECURING ALL PFRMDS NECEW A"FOR COMPLETION OF WORK TIIR000H- OUT T NE CONTRACT DOCUMENTS. Bedroom#1 O GENERALCONTRACM SHALLLAYOUTIN SFORMFDD To VERIFY IDMEENSIONOALREunON- SHIPS BEFORE CONSTRUCTING ANY PART. AND Say N IONSAHND LOCATIONS BEFORALL WRITY E PROCEEDING 5, S+ 12 WITH WORK —131/2 GENERALCONTRACTORSHALLBEREPONS IBLE FOR THE COORDINATION OF DIMENS TONAL REQUIREMENTS BETWEEN THE WORK l_\ OFREQUIREDTRADFS/WU ONTRACTORS. ANY DISREPANCIE3 FOUND IN THE PLANS, —FIBERGLASSGUTTER DU.DI nM-`o,v ICONDMONSORANY SECOND FLOOR I (G-75)ON a FASCIA SPECIFICATION PPAREM ERROR INPRODUC SSIEY'D•IG OR —) U ORME OF I PRODUCE MATERIAL —D FLOOR JO15T5-SEE STRUCTURAL E— ORUGRrTOFEATTBLYCTOBE I-X&'F IEZE BON BROUGHTTOTHEATTENTIONELTHECEN- , IO, 1"X B"FRIEZE BOARD ERAL CONITLACTOR IMMEDIATELY. REGARDLESS OF W HETNER OR NOT AN ITEM 5 SHOWN OR SPECIFIED,THE GENERAL C.N. -^-BAIT INSULATION AT INTERIOR TRACTOR5HALL PROVIDE SAID ITEM IF IT 5 PARTITIONS AND BETWEEN FLOORS TYPICAL EXTERIOR WALL CONSTRUC710N _ NR FUNM FOR THE PROPER INSTALLATION OR FUNCTION OF AN ITEM SHOWN ORSPECI- (TYPICAL) WHITE LEDAR SHINGLES-TO WEATHEP. TIED.SUPPLIERS ANDSUBCONTRACTOTS AIR/VAPOR BARRIER SMALL INFORM THEGENtRAL CONTRACTOR R2-EXTERIOR SHEATHING OF THEIR REQUIREMENTS FOR THE WORK OF ' O�R TRADES WHICH MAY NOT BE INDI- OPE2•XN CELL FOAM INSULATION STUD FRAMING ATIO ATIO N O.L. CATER,PRIOR TO SUBMITTAL OF FINAL BID FOR WORK IMERIOR FIN15H DRAWDIOSSHALL Nor BESCDRA FOR DIMF�NSRAWB EN5EPRODU EDA ASCAL.MAY INSULATION NOTES: HAVE BEEN REPRODUCED AT A SCALE DD " � CEILINGS:R-3B M.Bedroom EREMTHANOPIGINPLLY DRAWN. Kitchen WALL5:R-20 Drawing Copyright: FLOORS:R-30 TRICK(TYPICAL MINIMUM) PA AND PATRICK AHEARN, A.FJ(PLRESSLY c RESERVE THE COMMON LA'COPY RIGHTS AND OTHER PROPERTY RIGHB IN THESE DRAWINGS. THESE DRA W WCS ARE THE PROPERTY OF • PATRICK AHEARN ARCHITECT.LLC AND 4 PATRICK AHEARN ALA,ANDSHALL NOT BE REPRODUCED IN ANY MANNER NOR SHALL THEN BE ASSIGNED FOR USE TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF PATRICK AHEARN ARCHITECT LLC AND PATRICK AHEARN,AIA. FIRST FLOOR —_ iv '—f— FLOOR J015TS-SEE STRUCTURAL 2"STONE VENEER GRADE-V.I.F. \ Guest House Proposed Building sections December 23rd,2015 / / \ ISSUE DATES El BIDDING: ■PERMIT 2.23 CONCRETE STRUCTURAL SEE SLAB \ \ / CONSTRUCTION. 1 '15 / BASEMENT 5LAB // 2?3.15 REVISIONS: OD— I GRAVEL BED \•\ Data "\ UNDER SLAB CID❑D.- LHITECIU AI.-STAMP-vr�)•" J. 5. A. j! tN 0f Guest House l5uildinO 5ecti0ns �rRrt=ro A-4.0 .-" SftF' .'�•.+Pk�R+i' ,-..-`,a+t: '_ if•o-`: _.ii'fsF.'aer�s -•-�+a`i- es�-+sv_3k _ r-�.- x48... Ya— 4r.. a_..�ir..a t .—r_ ..: t's - _ _ _ �n PATRICK AHEARN " AIIGRIRQf — LTA amonn..x.W Avenue IT Win C n Srrtel ' Bw MA 03; Fdgarlowm.MA r:6I7 3710 P.508.939.9B12 F:61Z.26A.2D6 F:50g.939.SSU W W W.patric Aahearn.co In , The Rehnert Residence �SHINGLE CAP 285 Seapuit Avenue RIDGE BEAM Osterville,Massachusetts 12 -�5 General Notes: GENERAL.CONTRACIORSHALL MAKE ALL SUB ONTRACTORS AND SUPPLIERS AWARE TYPICAL ROOF CONSTRUCTION OF THE REQUIREMENTS OF THESE NOTES. RED CEDAR SHINGLES - ALLWORK SHALL BEPERFORMEDINCOM- / ICE AN BREATHER FLIANSTATE A WTnT NATIONAL APPLICABLE BULL BLF.LOCAL IFE / ICE AND RICK PLYWOOD SFATEANDCTRICA AL BUILDING. 5/4"EXTERIOR PLYWOOD SAFELY,ELECTRICAL AND PLUMBING CODES. CLOSED CELL FOAM IN5ULAT1014 GENERALCONTRACLDRSHALL BE RESPONS ROOF RAFTERS(SEE STRUCTURAL) IBLE FOR SECURING ALL PERMITS NECFSSS- INFERIOR FINISH ARY FOR COMPLETION OF WORK THROUCH- OUTTHECONTRACrUCCUMENTS, GENEEALCOM CTORSHALLLAYOUrIN THE.FIELDTHE ENTIRE WORKTO BE PER- 12 FORMED TO VERIFY DIMENSIONAL RELATION. SHIPS BEFDRECONSTRUMM ANY PART. AND SHALL VERIFY ALL Rnpoxi CONDrt- • Bedroom#2 �10 IONS AND LOCATONS BEFORE PROCEEDING WNS WORK CENERALCONTRACTORSHALLBEREPONS ISLE FORTHE COORDINATION OF DIMENS- IONAL 3 OF EQUIRED TRADES SU6COON THE WORK NTRACTORS. ANY DISREPANCUS FOUND IN THE PLAIK DIMENSIONS.Popoved CONDIfiONS OR ANY APPARENT ERROR IN THECLASIFYINC OR SPECIFICATION OF A PRODUCT.MATERIAL. _ OR METHODOF ASSEMBLY IS TO BE BROUCHTTOTHE ATTENTION OF THEGEN- i. ERALCONTRACTOR WMIEDIATELY. —FIDERGLSECOND FLOOR Y (G-75)ONI R A X FA50A 6 SHOWN OR SPEC6TED,THE GENERAL ON- TRACTORSHALL FROVIDESAN IMEM IF IT 6 FLOOR.1015TS-SEE STRUCTURAL NECESSARY FORTHE PROPER INSTALLATION _ AZM-52 CROWN ON OR FUNCTION OFANrtFM SHOWN ORSPECI- 1p I-X6"FRIEZE BOARD FLED.SUFFLIERSANDSUBCONTRACIORS SNA LL INFORM THE GENERAL CONTRACTOR OF THEIR REQUIREMENTS FOR THE WORK OF OMERTRADES WHICH MAY NOT BE INDI. BAR INSULATION AT INTERIOP. CATED,PRIORTOSUBMITTAL OF FMAL BID PAFMnON5 AND BETWEEN FLOORS rM AL ECrER10R WALL CONSTRUCTION FOR WORK - (TYPICAL) WHILE CEDAR SHINGLES-TO WEATHER DRAWIN SSHALL NOT BESCALED FOR AIR/VAPOR BARRIER DIMENSIONS AND/OR SIZES ORAWMGS MAY • 1/2'EXTERIOR SHEATHING HAVE BEEN R=D0DUCED AT A SCALE.DIF- - Living Room OPEN CELL FOAM INSULATION ERENTTHANORICINALLYDRAWN. • Z'X6"STUD FRAMING 016"O.C. Drawing Copyright: INTERIOR FIN15H AND PATRICK K AHEARN ARCHITECT.LLC AND WTHE AHEARN,ALA.OP RIGHTS RESERVE THECOMMON LAWCOPY RIGHTS AND iD m INSULATION NOFES: �EDRAWWTS ARETHE PROPERTY OG INCS CEILINGS:R3B PATRICKAHEARNARA.ANDS AL AND WALLSR-20 PATROD AHEARN.AM.ANDSHALLNOTBE FLOORS R-30 REPRODUCED M ANY MANNER NOR SHALT.TH. (TYPICAL MINIMUM) BE ASSIGNED FOR L6ET0 ANY THIXD PARTY WRHOUT FIRST ORTAINMC THE EXPRESSED WRITTEN PERMISSION OF PATRICK AHEARN ARCHITECT LLC AND PATRKK AHEARN.ALA. 4 -5A Guest House- �FIR5r FL00R __ - Proposed Building FLOOR JOISTS-SEE STRUCTURAL I'., (— --'2'STONE VENEER _ Sections + GRADE•V.I.F. December 23rd,2015 _ ISSUE DATES \ \ ❑BIDDING / \ ■PERMIT: 1223,15 y /\ \ / //\\/ /\/ ■CONSTRUCTION: izm-5 RENSIONS: CONCRETE SLAB SEE STRUCTURAL >./ / O Dnrc \ \ / BASEMENT SLAB O DMc T rECFURAg , > • \ &"GRAVEL BED �U.,/Tty UNDER SLABy W 4. �9 AAAr z s "Fa r of �1�5 1 Gueet House Buildin 5ectione �°�12`I`d'r O 5 s• 11 r z PATRICK AHHARN — ARoa— IbO C"m"m—IN A— 1'/WI—S— BOtbR MA 0JI16 Edgarmwn,MA P:61J.T66.1710 P:508,9:W.9Jn F:617.T66.TN76 F:W.9J9.%BB www.patTickahearn.co 1n NX2"BAND The W/CHAMFERED EDGE �� 1"X5"HEAD CA5ING Rehnel tyT FA50A BOARD I Residence E----.........---T'X 5"HEAD CA51MG -- - 285 Seapuit Avenue Osterville,Massachusetts General Notes: GENERALCONTRACTOR5HALLMAKE.ALT. RE ON PO MEPAT FACE —'------- SUBCONTRACTORS DSOF PL KNOTE. ON DORMER FACE Oi THE REQUIREMEN150F TTTESE NOTES. ALL WORK SHALL BE PERFORMED IN COM- PLIANCE WITH ALL APPUCABLF,LOCAL STAFF.A END NATIONAL BUILDING,LIEF. SAFETY.ELECTRICAL AND PI.UMBINC CODES. GENERAL CONTRACTORSHALL BE RESPONS ISLE FORSECURING ALL PEEMTIS NECESS ARY FOR COMPLETION OF WOW THROUQH- OUTTHECONTRACTDOCUMENTS. GFNERALCONTRACTOR SHALLLAYOUFIN CONTINUOU5 SILL THE FIELD THE ENNUtE WORKTO BE PER. FORMED TO VERIFY D0.IENBIONAL REIAHON- (13Y FELLA) SHIPS BEFORECONSTRUCTWG ANY PART. ANDSHALL VERIFY ALL P.P—I CONDIT- IONS AND LOCAHONS BEFORE PROCEEDING WITH WORK GENERAL CONTRACTOR SHALL BE REPONS IBLE FOR THE C60RDWATION OF OWENS- ZONALREQUIREMENTS BEIWEE.NTHE WORK OF REQUIRED TRADES/SUBCONTRACTORS, ANY DSREPANCDS FOUND W THE PLATS DIMENSIONS.Pmlosed CONDITIONS OR ANY 12 APPARENNERROR W THECLASSIFYINGOR- 3+/- ORMESPECIFICATIONOFASAPRODUCT.MATERIAL W/IMNDON LOCATION) OR METHOD OF ASSEMBLY TO BE T ATTNTION T TEGEN- REAL CONTRACTOR IMMEDIATELY. RE.GARDLESSOF WHETHER OR NOT AN ITEM _ 65HOW N OR SPECIFIED.THE.GENERAL CON- fIeERGLA55 GUTTER TRACFORSHALL PROVNESAID fTEM IF.n S NECESSARY FORTHE PROPER INSTALLATION (G-75)ON IX FA5CIA OR FUNCnONOF AN TFEM SHOWN ORSPECI- FAD.SUPPI.D75 AND SUBCOMRAC IDi6 SHALL WFORM'THEGENERALCONTRACTOR --.,-1+-•�+" �- MATCH FASCIA OF THEIR REQUDtEMENTS FOR THE WORK OF FLASHING - 1 OTHER TRADES.WHICH MAY NOT BEINDL ' S FORWCATED PRIORTOSUBMrRAL OF FINAL BID. S' I FOR WORK 2'TdG FIR BEADBOARD DIG WIN6SHALL NOT SIZBESCALED DRAWIOR A2M 6934 MATCH FRIEZE ) AZM 52 CROWN DIMENSIONS AND/OR SIZES.DRAWINGS MAY P.AMS CROWN HEIGHT(TYP.) HAVE:BEEN REPRODUCED AT A SCALE DIF EREN.THANORIGINALLY DR AWN. Drawing Copyright: 5/4'%5'WINDOW A7M-6934 CAP PATRICK AHEARN ARCHITECT.LLC PATRUCKAHEARN.AMLY CA5ING WITH IF}" AND _ RESERVE TNECOFA40N LAWCOPV�GHIS AND AZM-217 BAND OTHER PROPERTY TUGHTS IN THESE DRAW WGS MOULDING THESE DRAW W6 ARE THE AM ---- PATRICK AHEARN ARCHITECT,CT,U.0 AND PATRICK AHEARN,AMANDSHAIALJ.NOT REPRODUCED IN ANY MANNY.R NOR SHALLLL TM . AS5ICN F FO R ANYTH IR DPARTY WRITEN FIRST BTAINTNGTHE EXPRESSED WRITTENPGRMSSIONOF KA ACORN AK3BK AHEARN.AIA. HINGE5 WnH ACORN AKUZ BULLET CATCH HOLDBACKS Guest House- Proposed Building Sections COMPO5rTE RECESSED 1"X 8-BA5E• PANEL 5HUITER-PAINTED W/AZM-IGA CAP ;op N o December 23rd,2015 oO�o i?4 �02#'8� �= ' GRADE:BEE 5nE FLAN ISSUE DATES ,✓ °wooZ �990°�=C�,•oe ❑BIDDING. ao ■FERMIT: 12.23.15 FR05TWALL 5EE STRUCTURAL ■CON5TKUCTION: 1223,15 (-- COMP05ITE WINDOW REVISIONS: y ❑Dau BO%-PAWNED ^ CID. : O oa /❑�YR.CrAHIrT�rw;RTA)L NM P/�"��N- a 4T �Q. �'� � ✓: r b�� Se'QCJ F��TH OF MP Guest House Buildin Section r-o- A-5 .0 PA�AHEARN Z'\ 4'-Il}° /T Z.6' . z-9 y y i YY wc�ron"»..wA.mo. nwwN sal �I X I -I II� II Bosbn MA 03116 FGgurbwn.MA P:bIJ.26fi.IJ10 P.SOB.459.9312 WINDOW SCHEDULE GENERAL NOTES: F:'1'.=�.�b r:suB.s�s.sme www.patrickahearn.co m N F11 WOWSANDDOORS TO COMPLY WITH MASSACHUSETTS STATE The —TTIDING CODE-8TH EDITION. ALL HEAD HEIGHTS TO BE VERIFIED IN FIELD WITH ROUGH FRAMING OR EXISTING Re h n e rt t; h CONDITIONS AND COORDINATED WITH ARCHITECT O _— PROVIDE TEMPERED GLASS AT ALL DOORS AND AT WINDOWS WHERE REQUIRED �+ /'� BY CODE. Residence #2529 FELLA ARCHITECTS 5ERIE5 WOOD 7(T CA5EMENT WINDOW © © O INDICATES TEMPERED WINDOW. SEE FLOOR PLAN 285 Seapuit Avenue Osterville,Massachusetts #4153 PELLA ARCHITECTS #3353 PELLA ARCHITECTS -'r— -� PROVIDE SHOP DRAWINGS FOR ALL CUSTOM WINDOWS SERIES WOOD SERIES WOOD O O DOUBLE HUNG WINDOW DOUBLE HUNG WINDOW D E WINDOWS AND DOORS TO BE FELLA ARCHITECTS SERIE5 WOOD WINDOWS- General Notes: PRIMED INTERIOR AND EXTERIOR,UNLESS OTHERWISE NOTED. GENERALCONLRACTORSHAL MAKEALL SUB ONTRACMRS AND SUPPLIERS AWARE OF THE.REQUIREMENTS OF TH FSE NOTES. #6086 FELLA ARCHITECTS #6056 PELLA ARCHITECTS SERIES WOOD 5ERIE5 WOOD ALL WORKSHAI.L BF.PERFORMED IN COM OCAL IN-SWING FRENCH DOOR IN-SWING FRENCH DOOR WINDOW SPECIFICATIONS: STANCE DNATIO A LBUILDIE.LIFE STALE AND NATK)NAL BNLDING.LIFE (PROVIDE RETRACTABLE MIRAGE W/#3086 SIDELIGHTS 6 9/16"EXTENSION JAMBS SAFETY.ELECTRICALAND PLUMBINGCODES. 5CREENS) AND 2"5TUD POCKET5 7/8"SOL WITH SPACER BAR CENERALCONTRACTORSHALLBERESPOFS. (PROVIDE RETRACTABLE MIRAGE INSULATING CLEAR GLASS WITH LOW E 11- ARGON FILLED IBLEFORSECURINOALLPERMMNECES4 ARY FOR COMPLETION OF WORK THROUGH- SCREENS) OUTTHECONTRACTDOCUMENIs. 2'-01" Z-01" =y Z-IP• 2'-1' •, 7-0I" 4• z-0'• 2'-11" % .-�---��',' y •i WINDOWS I I I I I ( I ( I I I _—I GENERALCQNIRACTD ENSIO LAYOUT W THE FiELDTHE ENTIRE WORKro BE PER PROVIDE BASIC UNIT WITH W8063 PROFILE PROJECTED SILL FHIPS BE O ECON'TRUCTI GAMY ARTK)W SHIPSHALLR C0F6TRUCIWC ANY PART. ANDSHALL VERIFY ALL P.ola..N CONDR E11 - _ ® SASH LOCKS: STANDARD LOCKS-WHITE IONS AND LOCATIONS BEFORE PHOCEF..DING ❑ ❑ ❑ 1 WITH WORK GENERALCONTRAC ORSHALLBEREPONS N N — SCREENS: STANDARD CHARCOAL FIBERGLASS-HALF SCREENS IBIE FOR THE COOMWATON OF DIMENS ZONAL REQUIREMENTS BETWEEN THE WORK OF REQUIRED TRADES/SUBCONTRACTORS. ANY DSREPANCIES FOUND IN THE PLANS. DIMENSIONS,Prvly-CO NDTONS OR ANT DOORS SPECRICArONOFAPPRRODU l�MATERIAL O - HARDWARE: 3-POINT LOCKING MECHANISM-OIL RUBBED BRONZE OR METHOD OF E ATTEN,'6 MBE BROUGHT D OF A SEMBLRON OF THE cEN. ADJUSTABLE HINGES-OIL RUBBED BRONZE ERALCONTRACTORIMMEDIATELY. O © O #3525 FELLA PROLINE 6SHOWNO OF WHETHER E NOT GENERAL REM CLAD AWNING WINDOW 6 ACTORS RSPECIHED.THAIDITIF CON - CLAD NECESSARY MR PROVIDE ER INSTALLATION REM IF TI 6 OR FUNCTION FOR AN DE PROPER #3535 FELLA ARCHITECT5 (2)#3535 FELLA ARCHITECT5 #2535-#3535-#2535 OR FUNCTION OF AN RTBCON W CTORS CI- 5ERIE5 WOOD 5ERIE5 WOOD FELLA ARCHITECTS FIE ULNFLRM THEG UBCONT ONTRAC SERIES WOOD ENERGY PERFORMANCE U•VALUE SHGC OF TH DJFORM THEGFNEFOR-EWO KOF CA5EMENTWINDOW CASEMENT WINDOWS OTHER RREQUIR WHICH FOR THE:FIND of (SEE ELEVA710N5 FOR WITH 4"5TUD POCKET CA5EMENT WINOOW5 DOUBLE HUNG WINDOWS: .30 .26 OTHERT PRIOR WHICH MAY NOTIN LBID OPERATION DIRECTION) WITH 4"SND POCKETS CASEMENT WINDOWS: FORW PRIOR TOSUBMRTALOt'FINAL BID .29 .24 FOR WORK FRENCH DOORS: .29 .18 DRAWDIONS AN L NOTI ESCALED FOR DIMENSIONS AND)DUCE F5.A S WING MAY HAVE BEEN REPRODUCED AT A SCALE DR- EREM THAN ORIGDJALLY DRAWN. Drawing Copyright: PATRICK AHEARN ARCHITECT.LLC AND PATRICK AHEARN.ALA.EYPRF56LY RESERVE THE COMMON I.A.COPY RIGHTS AND OTHERPROPERTY AREMINTHESEDHAWDICS THESEORAW PROPERTYOF PATRICK AHEARN ARETHE.ARN ARCHITECT,S LLC AND REPRODUCED CEDAHEARN.ALA.ANDSHALL NOT BE REPRODUCED IN ANY MANNER HI NOR SHALL TH EY BE ASSIGNED FOR USE ro G T THIRD PARTY W RHOUT FIRSTSSION ONG THE.EXPRESSED ARCTTENHITECT PERMISSION OF PATRICKAKAHEARN ARCHfIF.CT LLC AND PATRICK AHEARN,ALA. 4" 1'.6" f i i -— I DOOR HARDWARE SCHEDULE Guest House- O TYPICAL INTERIOR PRIVACY DOOR O TYPICAL INTERIOR PASSAGE DOOR O TYPICAL INTERIOR DUMMY Proposed Window a —• BALDWIN ESTATE SERIES OR APPROVED EQUAL BALDWIN ESTATE SERIES OR APPROVED EQUAL BALDWIN ESTATE SERIES OR APPROVED EQUAL. and Door Schedule VERIFY PRIVACY LOCK AS REQUIRED FOR EACH DOOR. VERIFY PRIVACY LOCK AS REQUIRED FOR EACH DOOR. VERIFY PRIVACY LOCK AS REQUIRED FOR EACH DOOR. KNOB: #5068.102(OIL RUBBED BRONZE) KNOB: #5068.102(OIL RUBBED BRONZE) KNOB: #5068.102(OIL RUBBED BRONZE) ROSE: #5070.102(OIL RUBBED BRONZE) ROSE: 05070.102(OIL RUBBED BRONZE) ROSE: 95070.102(OIL RUBBED BRONZE) 0 NOTE:DOORS NOT NOTED ON PLAN ARE 4 ® HINGES: FULLY MORTISED FIVE KNUCKLE HINGE HINGES: FULLY MORTISED FIVE KNUCKLE HINGE EXISTING TO REMAIN HINGES: FULLY MORTISED FIVE KNUCKLE HINGE WITH LOOSE PINS AND#1090 BALL TIP WITH LOOSE PINS AND#1090 BALL TIP WITH LOOSE PINS AND#1090 BALL TIP FINIAL(OIL RUBBED BRONZE) December 23rd,2015 �1 FINIAL(OIL RUBBED BRONZE) FINIAL(OIL RUBBED BRONZE) TYPICAL D NU 1 DOOR IDENTIFICATION(AnON a I , ISSUE DATES FIRST PAD NUMBERS=WIDM(FT/IN) II'L-JIII O ❑BIDDING. SECOND TWO NUMBERS HEIGHT(FT/IN) ® TYPICAL INTERIOR POCKET DOOR 5 EXTERIOR DOOR HARDWARE SET ■PERMIT. 12.P3.15 EXAMPLE: 26 NUMBERS HET" I POCKET DOOR TRACK SYSTEM AND HARDWARE TO BALDWIN LOCKSETS:CYLINDERS KEYED ALIKE. ■CONSTRUCTION: IZ23.15 BE STANLEY OR EQUAL. MORTISED STYLE WITH LATCH BOLT AND DEAD BOLT. -_- BLACK.CONTRACTOR SHALL INSTALL LOCKSETS. REVISIONS: DOOR PULLS AND LOCKSET TO BE BALDWIN HINGES(BLACK):FULLY MORTISED 4 12'BY 4 12' O D-- TYPE 1 TYf E F ESTATE SERIES HARDWARE SELECTED BY OWNER 0DI,- FIN KNUCKLE.BALL BEARING WITH NO"BY 4 1/' D0- PINS. ❑0.- TRUSnLE T92020 51MPSON#37944 EXTERIOR CO.- FLAT PANEL DOOR FRENCH DOOR WITH 037703 WEATHER STRIPPING:COMPRESSIBLE NEOPRENE WITH W/OUAMR BEAD SIDELIGHTS METAL RETAINER. - LOW-E ARGON FILLED GLASS ARCH ,,(,•,q�T:ACSrAFAP+ U-FACTOR:35 SHGC:.13W' V/� FWAVE 13RO5CO EASY-CHANGE �GT�a, ULTRA-V.STORM/SCREEN DOOR W/DELUXE HARDWARE XIT STON r v�a A MA. t�-r�. 1 6ue5t House Window and Door Schedule sA�lr=1-a' 1 PATRICK AHEARN - ,�RoxrrlTm . ItO .A Co 1.11. .IN A.•mue IT Winn S6eA Bmbn MA a!16 Pg508.459.95 2 .P.611.Tb6.1110 F:SBB.A 9.9me F:611.]66.TD6 Ul wow w..patrickahearn.co D, ® - - The -- FM ® TR - \ HEH Rehnert PLATE STORAGE \\ /� Residence 0 (STAINL //\\ �°� _ 285 Seapuit Avenue ON FRONT SINK �FZ7 // \ c ru Osterville,Massachusetts / \ OED ' \ — --- General Notes: ®® / \ CENERALCONTORS AN SHALL MAKE ALL / \ SUB-CONFltA REMENNDSUPPES'N AWARE I � \ BRILK SURROUND � OF THE RFRUIREMENTBOF THESE NOTES TO STAIR MALL ALL WORKSHALL BE PERFORMED IN COM' PLMNCE WITH ALI.APPLICABLE LOCAL, E.,O Z,G• y SFATEANDNATIONALRUILDFNQUFE ,_,._.,_..._.__.__... SAFELY,ELECTWCALAMFLUMBINGCODES. DISHWASHER BASE CABINETRESPOW Interior Elevation 2 Interior Elevation 3 Interior Elevation IBLEFOLCONTRGALLPERMITSNECSS- IBLL FORSECURING AI.1•PERMITS NECESS At LMng RAAfn ARY TOR COMPI.Ef10N OF WORK THROUGH- At Mkhen OUT THE CONTRACT DOCUMENTS. CEUERAt Klkhen L AYOU IN THEFIELDTHE ENTIRE WORK MBE PER- FORMED TO VERIFY DIMENSIONAL RELATION- SHIPS BEFORE CONSTRUCTING ANY PART. ANDSHALL VERIFY ALL Rupoxi CONDIT- . AND LOCATIONS BEFORE PROCEEDWG —WORK GENERAL CONTRACTOR SHALL BE REPONS IBLE FOR THE CO�ORDW ATION OF DIMENS- IONAL REQUIREMENTS BETWEEN THE WORK OFREQUIREDTR .'SU&CONTRACTORS. AM DSREPANCIES FOUND IN THE.PLANS, DIMENSIONS.Pm dCONUMONSORANY ENT APPAR F.RROR IN THE CLASSIMM OR SPECIFICATION OF A PRODUCT.MATERIAL OR METHOD OF AS5EMBLY S TO BE BROUGHT TO THE ATTENTION OF THEGEN. ERAL CONTRACTOR IMMEDIATELY. IN' I L I I I REGARDLESSOFWHETiERORNOTANITEM T AC WN H SPECIO ESAGENERALCON- ORRCMR,MR THE ITEMff TIS NECESSARY FOR THE PROPER 0WN O INSTALLATION OR FUNCTONOF AN TTE 1 SHOWN ORSPECL SUP AND SUBCONTRACTORS SHALL WFORM THEGENERAL CONTRACTOR HATE REQUIREMENTS FOR THE WORK OF OTHERTRADES,W HIGH MAY NOT BE INDL CATED.PRIORTO SUR DTAL OF.LBTD FOR WORK CASED MIRROR CASED MIRROR DRAW WOS SHALL NOT BESCALY.D FOR DIMENSIONS AND/ORSILFS.DRAWING MAY ASCA I'%4'BEADED (-1"%4"BEADED HERENT THAN ORIGINALLY DRwWN.LL LED FACEFFAME FACEFRAME Drawing Copyright: PATRICK AHEARN ARCHITECT.Al.T.LL -----it Ait AND VETHKAHEARN.AIA EG RIGY O - O RESERVETIECOMMON LAWCOPYRIGHTSA ND O OTHERPROPERTY RIGHTS IN THESE DRAWWGS. �J � THESEDRAWINGANYMAEPERNOR OF PATRICHA IIEASSK XOFORHEARN ARCHITECT.HI AND PAMCK AHEARN AIA ANDSHALL NOT BE REpROD WRITTEUCEDWANY MANNRICK AHEARN TH. WTFHOGNEDST OBTA.TO ANY TNIRD PARTY O F ARC. iFIRST OBTAINING tKAHEARN.AI WRRfEN PERMISSION OF PATRICK AHEARN ARCHRECf LI.0 AND PATRICK AHEARN.AIA. ' �---__- DOUBLE VANITY 2`G" 1- Guest House- DOUBLE VANITY STOVE 4 Interior Elevation 5 Interior Elevation Proposed Interior At Bath Interior Elevation AL MaSkrBWI 2'a Altemak Inks Ekv.AC Klkhdn Elevations December 23rd,2015 155UE DATES o BIDDLUG: ■PERMIT: 112315 ■coNSTRUCT10N: 1223.15 REVISIONS: O Dar ❑D— o DAk: ❑DAk: ❑DAk: ARCHITE RAL•STXM`P"�"^- uq/t��_.0 s A. J Lr% may. Guest House Interior Elevations ec°`I�'1`D" `�A— / .0 ] o=sue z i s9d•49 �1 F 99tEi a �� e� @��$' �. _� s�@W� eg a' � �a.�$ ...' i Sass a PYs - all A. a� - �� � al g a 8 9 8 3 a 8 3 a s eoxeou...n .a ¢ e5c Egill a a i§��l@� 3ygS 1 ed9a� 9 m � �s mmo $ggg . k y�g g$ e 0 8 8 8 8 8 8 88 a i b Rip 0I1 AN OF F C45'! C4)-VA wc _n'.�.. I n - 4 N I z_ I-I r- ` (ice e C)ru, q �. 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', \ zT c'1 t_�__�� 116 `\` e+s + `29__..'�� \. 1 _.� __ !'♦' t \/, � ! rAi GRn 2/19N9} - 3 j a IA - CIS ft .��(•"'`.��' -��,/�:`.\.:n ;<a, �e '� ,3 `r,\s �ze 1m mw¢ _1 •p y ill4 I♦ '4 �_7 ^ fanli Al Si __Re mmuw` d' 91E LOGTWe h1 N :�' J 285 SEAPUIT ROAD_ A -27 CSHJfROF / OSTEHVILLE,"NA PREFARED TO Geoffrey S.&Laura A.Rehnert ME Ak RmecTeENouAw ,L •�� ` "� Septic System Plan•Proposed,Cabana, I. '`,``i/M .S 1 .``\'• �y '� : , a . •.G. `\, flaoa]Et1aRa15 n An ®� `, Y .� 'l .Studio&Caretaker Cottage AL L .�(� �; ; �r - '; a a ms BAXTER NYE ENGINEERING&SURVEYING Ai \\ 1�''. �,9.� t 1 Registered Professionalyti,ce Professional Enrs and Land Surveyors 1 L za,sac 1' 1 7 •� , b. 78 North Street-3rd Floor.Hyannis.Mwmehusens 02601 a ti r•/�' ; F r 1p"- °',n"y r �' is., I - Phone•(N18)T71-7502 Fos-(508)771-762 . '1r: 09.5" -ad? 20 0 20 40 IJA a1I6 ,1IAAL g .d+ 1 1:' e��,i'R,` 1 i •I n' }< SCALE IN FEET 1i dafe{nl�7 3ak tr,u III <!/ SCALE: 1"=20' Septic Permit#2010-460 Ak Ai _ ..]aV aMMLC 1 i 10#18ON"N NOXIDE ALARMS al / PS. .7a.7E m/ w/I..or>zD MUST BE INSTALLED PER a L DATE: r1/10/10 rr/., ( MASSACHUSETTS BUILDING CODS LINE BEARING 1 DISTANCE ��a.i,• .. i - . lI N l4'99'e2'E 14— / L2 N IlriS94'E m93' Br I 041E REMOKS. ORArIC Wa1Bm - :'2008 2008-007 s..e rorksht 2008-007-SEP.d I. 2008-007. 1. COMPONENTS BE TYPICAL SYSTEM .PRORLE TITLE LV OF TTHHE STATE SANITARY S"ODE DATED DAAPRIL"21. 2006 AS"�" + NOT O SCALE AMENDED THROUGH ME DATE OF THIS PLAN,G ANY LOCAL RULES B MOTs. REGULATIONS APPLICABLE 1.ALL MATERIALS$HALL MEET M-20.LOADING REOIAM"IS 2.ANY CHANCE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION APPROVAL INFORMATION HE ENGINEER. NOT BE CHANGED WffHOUT ' WRITTEN PRIOR APPROVAL BY THE ENGINEER. SET ALL YANDDIE OMM TO ITmDI 6.6 RNISI GRAM RSFffi a ID.ORS SNNl BE MAIERnGIT THE BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. amTIIC vAOx.am }.WHEN CONSTRUCTION IS COMPLETED.PRIOR TO BACKFILLING, NOTIFY FINISHED GRADE OV0 -27.01 4.ALL SANITARY DISPOSAL SYSTEM PIPING TO-BE 4'SCHED 40 PVC. CAM A �R491 OMMI_ UNLESS OTHERWISE NOTED HEREIN. . 4W _ T 1pIL - - . ,. l a00E-24D-m 6•(Mn) 5.EXCAVATE ONCE OF URROU DI NOTED.TO THE 'C XDRRON'.,FOR 4.SCH 40 FVC 16'(LAIN)ce.4r 'A PLACE WITH CLE OF S'SURROUNDING THE 255 TO FIELD,AND _ - R REPLACE WIiFI CLEAN.SAND PER}IO CMfl 15.255 TO ME TOP ELEVATION ON IN.22,g YRI 14 4. OR-22.6 , 5 a F MIN. RIM T C0 ff ILLT7) 4.W PAc 1 �i mM>mx InOMc oI.M6fRs , - ,,msl¢TDS OF ME SAS. fAt Ta(If UML). Y ` _ - p p 6.INSULATE ALL'PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN GAS BARZE. RIV N 219� SWP `py OUT-21.6 p ]'OF COVER. p p p GAT ••' -, RM SF21D' - THE SEPTIC ESiGN DOES NOT'INCLUDE GARBAGE GRINDER. RDISORCCO CONCRUE SAIRE'1 flaTIL Sf NE IMSE m •�. ..... ...::.... - r>� _ - 11 J. SYSTEM D B.CAUTION-THE CONTRACTOR.SHALL CONTACT DIG SAFE (AT :-:•:; ...-. . smM: NoGa[ '`LL 19.0' .,, 1-B88-DIG-SAFE)AND UTILITY COMPANIES i0 LOCATE,ALL E70STINC - '_ "�'�• calm STm¢ UTILITIES.A7 HEIST 72 HOURS BEFORE ME START OF CONSTRUCTION.THE LEACHM CHUM ftM DFFUSM) Grvva.ety m.enm�o 0e..120 CONTRACTOR SHALL DETERMINE THE EXACT LOCATION,BOTH HORIZONTALLY 1=0 rel i TWO-COMPAR39W$�W T/�( DUF I MION BOX N_p AND VERTICALLY,OF ALL EXISTING UTILITIES BEFORE ME START OF ANY M-291 - 0~�) AN"V THE APPROXIMATE WAY OONLYY. MAY NOT BE LIMF EXISTING UITED TO ND I THOSE SHOWN LMES ARE SHOWN I" SITS.10-I5 MAIN naTlt OR FLWL - - HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR'ANY AND ALL DAMAGES.WHICH NIGNT BE OCCASIONED ' BY THE CONTRACTORS FAILURE O LOCATE THE UTILITIES EXACTLY.IF - ELEVATION INFORMATION DIFFERS FROM PLAN INFORW710N,THE CONTRACTOR SHALL NOTIFY'THE ENGINEER IMMEDIATELY.FOR POSSIBLE REDESIGN.AT UTILITY CROSSINGS,VERIFY IN FIELD THE LOCATION/ - INVERTS OF ELECTRIC.GAS.TELEPHONE Q DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER ME ENGINEERS DIRECTION.THE - CONTRACTOR SMALL PRESERVE ALL UNDERGROUND UTILITIES AS REOUARED. S.THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. i FINAL LAYOUT SHALL BE AS OETERMINM BY ME APPROPRIATE UTILITY. . COMPANY. An OF ftOdAn riwwa m a�aVmErr 2 MgsS SITE H yEGn x-Ts ' - N• k 'iT LµP h A 52• • ' �, T Septic Penniv Polo-460L No. 0216 PLAN OF b-d, 11-19-2010 A . PRF.CA_R eACHING GNAMRERS _ 0� ��L. ' C,ON- RTF: AACHMC•'CH MILER DETAIL J . aIM.vnme .m Imq NO SCAU . - - BDL I�oB... DATE,10mnD1D SITE Lockn2k P-Alm BARNSTABLE - SOIL EVALUATOR: BOARD`OF HEALTH AGENT: YH SS EAPUIT ROAD . SIEVE WILSON,P.E. (SE/2622) MVE STANTDN,R.S. OSTERVILLE,LTA .. .TEST PR 1 TEST PR 2 TEST PT,3 TEST PIT 4. ) wsFA1®rOt . 0. G.S.E. 24.Ot CASE = 25.0 CASE 25.0 G.S.E. -24.2 Geoffrey S.&Laura A.Rehnert . - 0�7L1J!?!f�l6E - - B81ATA31 0 0 _ - , FOL91 ROAM AA CAREIAcOS COTTAGE an 2. •0• , ro• 4• F01 ]• IEl Septic Detail Sheet•Proposed Cabana, -' WMG N LO LWIATION, TM aMMINfl-WASTOI ATER LLSCHAM 4MLR NVON AT CAIETArmS TDTTAGE N.2 ALL&RAtnE FW.2.69 AOES..11u 00MADE-BB7 GM(6 RDXClm1S) IRWCsm nMBf RIOT AT 5TU00 a0 Studio&Caretakers House- . Ap:tOYR}/1:LOAMY SAND Ap.;JOYS]/?:lOAln SAND ro. ro. MAW HOSE -4 BEDROOMS PEAW 09-419) sE11aI SIYUn AT SIL®0 21,1 . BIAT/G AST GAVITHS-2 IEOROONS((�PRDDOffDD)) PRDPOM n SM ROOK AT ceANA 8' 7' 6• 5• BAX l ER NYE GL`1Gll'EERIITG.&S UR Y E 111YG . sTInD -1 SmRO011 (PR7FOE03 212 RESSE)M, 4 6EDIM M5 CABANA "BCDR00M (PROfOEpI 22.9 B 7.5YR 4/6:LOAMY SAND 9:7sYR 5/4:LOAMY SAND AP:IOYR 311:LOAMY SAND AP:10YR 3/1 LOAMY SAND .ne GPOIREDaeoM Tam a SEIROM 22e RegisTered Professional Engineers and L'Dnd Surveyors nnu DLSIGI naM.4/0 CPO Rm na to' i t' S. 7' 78 North Sum-3rd Floor.Hyannis,Massnchmens 02601 21.6 C:10YR 5/6:SAND A C:10TR 5/e:SAND Q B:7.5Y8 4/6:UMMY SAND B';z5YR 4/4:LOAMY SAND Phone.(508)771-750-7 Fax•(508)771.7622SEM - PEIiC RArt. 45 Lnx AVM (OAS 1) .. NA 1 GRAVEl I GRAVEL . l ruaiew�/S!• LBO 4$. �.. 12• lY a e4e RFMnI1T A 440 IGPo/074 GPoASl. .so S!.laA 2:IOYR 6/3;,YETI SAND S:IOYR 6/4 YELL SAND CI:TOYR 5/6:SAND d• C:lOYR 3/8:SAND L 20 0 20 40 GRAVEL 1 GRAVEL - . � 96' 90' 48" S4T.; SCALE IN FEET. 'Rov 0UR1406 MU11 V SW UNDERNEATH(I'01T TK ou m) SCALE., 1•=20' MUH 2'STONE ON ALL SIDE'S - 7;IOYR 8/1 FINE-NEC C:IOYR 8/1:FWE-MM c lOYR S/1 �D A 1:1DYR 7/1:i�DMED G SIOEVAIL AKA'(5Y 4 812.Y OEM- 240 Sr � �� } SUIB . BOTTm1 AREA• 75Y:6.1 416 S< 1M• 1]6' IM' t72- I=EMCTM LEACHING ARIA- Sm Sr _ . NO WATER OBSERVED No WATER oSSERVLD NO WATER OBSERVED NO WATER OBSERVED DAIS: 11/10/10 SEPQ TALst 5/IDG HO GM.700x-690 GAL.-TUSEW COM RIMY N FEIC MHC - . ' y iMa CONPARII@MI>AOT CONPAITMNI-1000 GWOM SEUDID COMPAU" WO"UM r 5A1- {D011>4D SAAO•fIA[TAIOR mIfAGE _ C-2 . CCIIIYY twT a'AiPd ISMS I N1oe v s n¢m IrNUDOn OlMdnlO. 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R 9WENDELEL.(6ET,CAMBRIDGE.MASSACHUSEFTS.01138 oy b TEL: 17)3545188 FAX(617)R68-5760 I f J Plot Plan- in .0stervill.e, MA Prepared For Jeff Annis N E.B.Norris & Son, Inca Assessor's Map: 095 Lot: 007 *001 Baxter Nye Engineering & Surveying Community Panel Number 250001 0018 D Registered Professional F.I.R.M. Map Zones: A11 (EL. 11.0'), B & C Engineers and Land Surveyors Plan Reference: Land Court Plan 5728—G, 5728—H 78 North Street, 3rd Floor Certificate of Title: #184,943 Hyannis, MA 02601 Phone — (508) 771-7502 Fax — (508)-771-7622 Owner: Geoffrey S. & Laura A. Rehnert Job Number.• 2008=007 Scale : 1" = 40' Date : 04-17-2014 o N �J • V �-Q WG OD �` �S 095-007-003 N/F DA V/D B. BREED CERTY-ICA TE f149168 MAP 095 PARCEL 007—001 `3 F V 117,351 SF.f PROPOSED SHED V 110.00'—, S 29'34'13" W h i i Ov - - O Q' z 0wF T/N0 = o 1128s C/NG / o NM`� 2 qk/ST/N - Aj i • cn _ o = z ¢ran � CgRq CeG / O Ssgc o CA•ON N c.nPLO- 7 EASEMENT / o Ko. 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A •!ti .' 2sEITE A J za'! \. -,-- ,a / SITE UXAMW VE \'uF n ) \J `m�e<°Pze� .=1` 1 'p 285 SEAPUIT ROAD AL ..`x JN) .`\ �\a , \ , �;N -o \ '•`e y.i 27 _ \..WATER ala ale alp e �, •' 1 v SHJi-OFFt2' OSTERVILLE,AIA PREPARED FOR al' R` Geoffrey S.&Laura A.Rehnert \`, .:F , ( ;td AwaeR±� °. !•Xl ��sr'' _ P� PROJECT BENCHMARK TTnE 'L .E/A, `.a, •�.� i '\ -\\`• �„ ,,.+ \ 0]EnORONT�J `y ;\/I , F� 4\, Septic System Plan-Proposed-Cabana, �. &e ® �` naPa` Studio&Caretaker Cottage Ak AL alp A»" � - - --- ' l a BAXTER NYE ENGD ERIlMG&SURVEYh lG ' ali � \ ,{ ''t� \n,` `r,•,:•' 2 ^� `.9' i/ Registe7ed Professional Engineers and land Surveyors ak (i I I is'' 1 '', -, o 6d e CARBON MONOXIDE ALARM tg North sueet•3rd Floor.Hyannis.Masswintsens 02601 sJ; a""°' i "' MUST BE INSTALLED PER c c Y. aIL _ la. `1R i9:.; ^"^ Phone-508 771-7502 Faa-508 77J-7622 /� N MASSACHUSETTS BUILDING CODE .� a. � .: =,gib •,, a�. ♦ .\� I i msz_ 1 a. ` 20 0 20 40 AL SCALE IN FEET \\ 1 ttuAe�rN'�si2Awt 7,14 1�I SCALE. 1'=20. ap � l L/% '❑f./a"'°A °' m :Aa ` W i. x,S.E -m I 'I 1, x2AsCn/OH i11D / Spuc Perme#2010 Ak 460ak ' i � .B % WOd 11-19-2010 x2J.7 J W V16 -2— RATE: 1 I/10/10 •Af'/A, I x216 ' @ M Jp LINE N LNE BEARING 12p2I 1WI35'32'E C.J L2 N IO.13'31•E 13.93' �/� 7 SIVI KE DETECTORS REVIEW R OBANEmMUM _ 0:2—2 -007 surve wrkshl 2008-007-SEP.d 2008- a BARNSTABLE BUILDING DEPT. DATE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING .e ACCORDANCE WITH TYMAL SYSTEM PROFILE TITLE ALL SYSTEM OTTHECOM STATESANITARY�ODE DATED APRIL BE INSTALLEDN21,2006.AS NOT TO SCALE AMENDED THROUGH THE DATE OF THIS PLAN,&ANY LOCAL RULES& NOTES: REGULATIONS APPLICABLE. - 1.ALL MATERIALS SHALL MEET H-20 LOADING REOUIREMENIS 2.ANY CHANGE TO THIS PLAN MUST MUST APPROVED IN WRITING O THE ENGINEER.ELEVATION APPROVAL BY HE MUST ER. BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. ' SET ALL MAKNWE COVEM TO'WORK 6"OF FINISH CRADF bSIRC CRAG.LM R6ER5 A.00VFR9 SHNL ff WARROCxr 3.WHEN OF HEALTH IS COMPLETED.PRIOR TO INSPECTION. WNC,NOTIFY • THE BOARD CIF HEALTH AGENT AND ENGINEER FOR INSPECTION. FTNmrED CRAOE OYCR ANN-2I.OS 4.ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4•SCHED 40 PVC. GexA uw.ess OTHERWISE NOTED HEREIN. Jr MDL fRBI mA¢-2-210 9"(min)Corer 5.EXCAVATE UNSUITABLE MATERIAL AS NOTED,TO THE •C HORIZON' FOR 4•SOI 40 m x"I-)C-f A HORIZ. DISTANCE OF 5'SURROUNDING THE LEACHING FIELD,AND `� REPLACE WITH CLEAN S ND PER 310 CMR 15.255 TO THE TOP ELEVATION FRST 1'(TO ff LEVEL) m1[01II��aMM� OF THE SAS. 1 INV N 129 14 4. OUr-22.6 �"SCR a PVC 4"DM Pv: u':"��=^�,i': •ate GAS LEE(14 �) 2' _ o 0 0 0 6.INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN 1E55 THAN 41 JL. GAS BAFFLE wv p.71.8-� ' "91uP I o 3.OF COVER. f- '�IxV Dur-21.6 RFIKORtID coxatETE BAIF7E:$ 6•CRUSHED ........:.. :::..._._.::,.,. NA W1-NA t2 ":f:',''• 7.THE SEPTIC SYSTEM DESIGN DOES NOT'INCLUDE GARBAGE GRINDER. BMTIE STONE BASE - ��® )`3f' I.-is �EL,19.0' 8.CAUTION-THE CONTRACTOR SHALL CONTACT DIG SAFE(AT SAM, y E 1-888-OIG-SAFE)AND UTILITY COMPANIES TO LOCATE ALL EXISTIG r•. LFACI��LL C♦♦A�� ) WMSIYD 50ME UTILITIES.AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION.THE L`iODTION,BOTH GALL.ON7VXX)t7LPARTi@lT SEPTIC TAW DBTI'8(ITIONBOX H-p �xo cnw.,a.a1N aluor.4 a Elw.12O µDTVVEERTICALLY,OF ALL EXISTING UTILITIES BOR SHALL DETERMINE THE ET EFORE THE STARTRIZONTALLY OF MY (H-20) WORK.THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN (H-20) AN APPROXIMATE WAY ONLY,MAY NOT BE LIMITED TO THOSE SHOWN STS.10-15 WITH BATTLE OR EQUAL HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL OAAAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY.IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEOIATELY.FOR POSSIBLE REDESIGN.AT UTILITY CROSSINGS,VERIFY IN FIELD THE LOCATION/ INVERTS OF ELECTRIC,GAS,TELEPHONE&DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION.THE CONTRACTOR SMALL PRESERVE ALL UNDERGROUND UTILITIES AS REOLORED. S.THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTRITY ` COMPANY. Mom" OF 2 DR To ��PAWM ; IN, I.®1 fRAO[ IXAA9IE Wm,ED SrIME ��H F/� 2` o 0 0 0 o I o 4 B• 7FS gssq B 2 sy� xx ) o STE HEN CyG Tr A mEcror IXPIN `sl Yk-t o 1� ;I"rT�,-ITT r/: - N a:52 _ 1Ic S }r 4 J VtI °.-..;r.. 1 ,,-L -•{ • T T C] Septic Permit:#2010-J60 NO. �216 PLAN Op bst,& 11-19-2010 PRECAST .RAL•MIN. N MR.RS ON EPR .RAOHIN. CFI YEIM DETAIL S o1n.Nrvsoa�.m vNuc1 �Q�s GA �`� (`�Q No SCA12 FS�ON LEN\� am uoaB DATE:nrXIF" 1-1.7 P-4109 BARNSTABLE STE LOCUM SOIL EVALUATOR: BOARD'OF HEALTH AGENT: 285 SEAPUrr ROAD STEVE WILSON,P.E. (SE 12622) RAVE STANTON, R.S. OSTERVILLE,BA TEST PR 1 TEST PR 2 TEST PR 3 TEST PIT 4 T PREPARED FOR - G.S.E. =24.02 • G.S.E. = 25.0 11, GS.E. = 25.0 G.S.E. =24.2 Geoffrey S.IS Laura A.Rehnert (ffii�AE B.B'dIN11 0 0 _ LF_Al']fJ0 ATFA fEdsIBBnB TITLE PROPOSED FDmI FLOOR AT COTOCE 29.0 2• 3• 0 4• FILL FILL DLL Septic Detail Sheet-Proposed Cabana, NITROGEN LDADRD LwUnoR TOMx ORDINANCE-WASTEWATER DISCIMRCE SEMTR INVEST AT CAREWORS COrWT N.2 - p ALLONA61E aWM 2.69 ACRES..IV GPD/ACRE-BUT CFO(S BEDROOMS) PROPOSED fIMSH ROOR AT iTVOD MIT /2 Studio R Caretakers House AP:IOYR 3/I LOALIY SAND Ap.;IOYR 3 1OA11Y SAND •0" •0• MAN MILE -4 BEDROOMS R(0O5� PERMIT(89-419) SEM'LR AVERT AT STUDIO 214 OoAT/GLMST alwRlrs-2 K ROaS(PROPoffO) PROPOSED FINISH ROOR Ar CABANA 215 6" 7• 6" 5• BtfA l r.^NYE l.:ENGINEERING&SURVEYING . STUDIO .I BEDROOM [PRaOSFD) 21a RESOENDN: 4 BEDROOMS CABANA -I BEDROOM (pROPO6[0) :t1O GPO/BEOROOY SaIn B;7.5YR 4/6;LOAMY SAND B;7.5YR 5/4 LOAMY SAND AD;IOYR 3/1 LOAMYSAND AP:IOTR 3/1 LOAMY SANG TOTAL 8 BEDROOMS MIS Registered Professional Engineers and Lvld Surveyors TOTAL D[sRN ROW=44o eFD 2La To' 11, a' 7' 78 North Smi-3rd Floor.Hyannis,A4assachusens 02601 11.8 ;TOYR 5/6 SAND& C: ;IOYR 5/8 SAND B 7.5YR 4: & : 6;LOAW SAND B;7.5YR 4 4;LOAMY SAND PERC RATE- a MN/NCH (CLASS 1) SAS 2Lo C 1 GRAVEL I GRAVEL / / Phone-(508)771-7502 Fax-(508)171.7622 LER-.0.74 CM/S.F. BOTTOMA 19D �. So. 12• 12• MM II&ISD ARG of SAS M'OM I 410 GPo/ GPD/SF. .SS5 SF.YN C:IOYR 6/3;_RED.SAND 'C;IOYR 9/4 WED.SAND C:IOYR 5/8 SAND& C;IOYR 5/8:SAND d 20 0 20 40 ' 1 2 1 GRAVEL 54• GRAVEL SCALE IN FEET a EL�96t 1 ROW o6TLLSORS WITH I'STONE IIADOWAIH(2'EFFECTIVE DEPTH) SCALE: BID. 48• SCALE: 1•=20' C smEWAu AREA(SYW+B')7 aT7 DEPTH I SIDES 0 4 �:lora a/i F�-DYEn �:IOYR E/2:FINE-SANUM 2:TOYS 8/1 FwSAND 1:IOYN 7/1 F 0 D. a BOEOY AREA• /S2',a'1 411 SF 144• 138• 144• 1>2• TOTAL EFTECOYE UAOMJO AREA- &W Sr �p NO WATER OBSERVED t�- �FAVED NO WATER OBSERVED NO WATER OBSERVED DATE: 11/10/10 { SEPTIC TAW 221NG 440 GPD.2001-06O GAL-USE 15M GALLON SEPTIC EAMf: ' '•„ TMO COMPARTMENTS FIST COMPARTMENT-IODD CALON SECOxD COMPARTMENT-Don GALLON A Sue TAS/1 PRNWsm BILee a GHiNmI WirNZ CAL CpfIWY BMl N APRL IPPS I NAVE PA9.4ED IM SDA EYAAWI➢R OMWMIEM 4W n I[ sslExr vAni M iWLur®iRNvi.oUml� N0. 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CQn 1 T Am[E YAII: 11--LK i •� f f�\r /�� 0a i Q 1 4 O FRAME r .0 '0 0 0 • � t j go 4 so X D (� a a _ ._____ Z O.FRAME I h6 m.. _—_ F.O.iR Ilk qk r tl!LK FIL511 REWt M)0.[_Aif: Nil m ....... .......e ./.... ? O, [Q 4 r t�� t �M1 O FRAME _ 1 _ b , o b 1 4, g n o , m ].Q T 1 ' w.n• ra J.t• f Y� [•6 v! Q , o Yo O O FOUND.WALL _ I I F.O.FOUND.WA - - � I ' i r F.O.FOUND.WAIIn q i';{ e'er' tre• gal [A a o t T�t � I ( It „ C> C> AM i s N p I. REHNERT-DOLL HOUSE ,e. NANBEREZNICKI ARCxITECT IATES,INC. rn 283 SWUrz ROAD G- �+ t�* U) ^ Qp \ { § OSTERV;,F MA_ R 9WENDELL STREET,CAMBRIDGE,MASSACHUSEM,02118 ' 1 TEL. (617))545188 FAX(617)86&5764 � 1 QQNSIRMION 1.ALL ENTS SHALL BE TYPICAL S I J I CIM PROFlL E TITLE V OFTTHECSTATESNOTARY CODE DASTALLED IN ACCORDANCE 006.AS NOT TO SCALE - AMENDED THROUGH THE DATE OF THIS PLAN,R ANY LOCAL RULES Q _ NOTES: RECULATIONS APPLICABLE 1.ALL MATEIMS SMALL MEET M-20 LOADING RECUOEMEMM . - 2.ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION 04FORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. SET ALL MANTOIE COY05 TO WITIEN C O FLASH GRADE OmNC OM2-am REFITS a CO.£RS SMALL ff wiFFIDD1i . 3.WHEN DDOF HEALTH G AGENT AND PPoR OR INSPECTIO .NOTIFY ITMl9RD Gv.^e OVER THE BOARD OF MFiLLTH AGENT ANAL ENGINEER FOR INSPECTION. rABw -77.01 1.ALL SANITARY DISPOSAL PIPING SYSTEM PNG i0 BE 4"SCHED IO PVC. "'A—miaE-f5A UNLESS OTHERWISE NOTED HEREIN. Ae a0" ->v ;4•Sp,0 PAC 3'TOIL /RM91 DUDE-2-- 9'(mla)C— 5.EXCAVATE UNSUITABLE MATERIAL AS NOTED.TO THE"C HORIZON-.FOR A HORIZ DISTANCE OF 5'SURROUNDING THE LEACHING FIELD.AND -zf �.!�. REPLACE WITH CLEAN SAND PER 310 CUR 15,255 TO THE TOP ELEVATION wV N'-a9--" I MN Otll.ae FIRST r(To BE LEVEL) 1 F� NaamE 1E1OlC nN1®a a1 OF THE SAS. 4. ,'SOLI YC 4-ow FYc_ PAC a F TEE(14•Mx) ( 6.INSULATE ALL PIPES AGAINST FREEZING AS REGUIRED WHEN LESS THAN CAS'BMT1E ON IN- O 3'OF n COVER. BATTLE• " '•' .. u�' - 7..THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER. REINFORCED COXCRE E ' BARLL 6"CRUSHED •.. rAA:OfflJF T�:. �'•:::..;.. _1.';..:1:{,..:e.;S: STONE BAY 8.SON-THE CONTRACTOR SHALL CONTACT OG SAFE(AT r a1,9m 19A'd s••..:•:.:y:� aTAOE '� 1 BBB OIG SAFE)AND UTILITY COMPANIES TO LOCATE ALL EXISTING. -...... ._...... •.•. - 1aRM0]TOR UTILITIES,AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION.THE LEA1. OAL3AN LY TWO-C"OIPART1BJf SSW TANG ARM BOX C}?��A`�(�H-20 ) AND VERTICALLY OF ALL R SHALL REXINE THE EXACT SMIG UTILITIES BEFOREJ•BOTH THE START OF ANY r NO Gro-- 0afnra0 a Oe..120 UND-UTILITIES ARE (N-20) (H-20) AN RAPPROXIK THE MATE WAY ONL OF Y,WAYG MGTDSELIMITED O THOSE SHOWNSHOWN IN STS.10-15 WIN ILO,LE G1 EQUAL - HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE.OWNER OR ITS REPRESENTATIVE.THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH NIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. F ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION.ME CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN.AT UTILITY CROSSINGS.VERIFY IN FIELD THE LOCATION • INVERTS R ELECTRIC.GAS.TELEPHONE @ DATAA/COMM AND RELOCATE IF .CONFLICTING WRIT PROPOSED INVERTS PER THE ENGINEERS DIRECTION.THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REOLURED. '•A.a iJ� LI1 _ - FINAL LAYO�SHALL SE.ASED UTILITY DETERMIINED er THE HEREON APPROPRIATE UTILITY . A COMPANY. {x3 mYuq'fa�Wq N`1 t— 2' °� C�� , r1m1 orAa wrD mare ,°°° ITN pF MqS 2. o o o 4 B r S DETECTORS REVIEWED s9� ,. • T• - � STE HEN yG n SMOKE D E 52, I LL) f j} L u t... —I BARNSTABLE BUILDING DES J _.- ATE � I]mX:dP)1-19-201o� No.30216' J F--1 /n+ C / d G7 PRECAST RACHIN.CHAMBERS � ^.ONCRETE LEACHNG CHAMBER DEI'A11 � O L.� pr eat p W mq �e a a� QST ND SCL1E DATE '` FIRE DEPARTMENT SAIordA� � BOTH SIGNATURES ARE REQUIRED FOR PERMITTING 12 73 I 4 109 BARNSTABI£ SIT LOCATION, " SOIL EVALWTOR: BOARD OF HEALTH AGENT: YEB SEAPUIT ROAD STEVE WILSON,LP.E. (SE 12622) LAVE STANTON, R.S. OSTERVILLE,MA TEST PR 1 TESi PR 2 TEST PR 3 TEST PIT 4 FREPAROD RE } r• G.S.E T4.03 CASE. 25.0 CASE. 25.0 G.S.E. =24.2 Geoffrey S.&Laura A.Rehnert OYlYL92m6E B.6'ATl7B - _ �"�10"�"�O�elB NmFOSEO nAB FLOOR AT CARETAIGRS°°GAME a0 ',' " ,- ° 4• FILL 3' �L Septic Detail Sheet-Proposed Cabana, NTTROGEN MMDw°LNRATIOk TOM ORo0L1110E-wsTEYATER OSCMAROE wWm WVOn AT cAI¢EuOa CRTTACE 2N.2 I- ALLQMBLE TIDM 2.69 ACRES.IV GPO/ACRE.-I�CM(8 BEDIYmMS) - wmFosm Nlmr FLOOR At SGOO 29d AT,;ICYA 3/1;LOW SAND AP;IOYR 3/2;LOAMY SAND Studio&Caretakers Mouse CARBON MONOXIDE ALARMS MAIN Nowt .4 BEDROOMS FoaOr/89-tl9) sLvo N nR.A,mao 2L+ I ro" ° MUST BE INSTALLED PER. 9wT/mE3T auR vLs-2 BCOLOOw ! FRDwmO rMm F OOP AT aeANA ss B' r e 5 BAXTER NTYE ENGINEERING&SURVEYING LNG j a2 MASSACHUSETTS BUILDING CODE RTSiTTEMr AL: 4 BEDROOS ! B:7.5YR 4/5:LOW SAND B:75YR 5/4:UMMY SAND Ap IOYR 3/1 LOW SAND AP:IOYR 3/1 LOAMY SAND .'TO M90/MDROOM TOTAL8 BEDROOMS MIT Registered Profession)Engineers and LarTd Surveyors " TOTAL DESIGN FLOW-410 CFO 21A 10' 11• B- 7 78 North Sueel•3rd Floor.Hyannis.Massmhusems 02601 SAS fld : C;1OR'3 6:SAND A / /C;100 5 8;SAND! 9;7.5YR 416;LOAMY SANE) B:7.5YR 4/4 Lour SAND Phone-(508) ( )771-750-7 Fax•508 771-7622 FORT RAN. 15 MIN /uX2N (CAM 1)� 190 I 1 / GRAVEN 1 GRAVEL I=-a74 OO/SF. BOTION Of ,B• 50: 12' 12' 1mL r.r.,�w Aar.ar s.c armrN,Y 4Ao a8D/074 f0D/5!. .595 if.LOL NO CROUM ! j 1 :IOYR 6/3:TIED. YR D 7;TOM 6/4:LIED.$AND C;fOYR 5/6: GRAND CI;IOYR s/B:.GRAVEL TO 0 TO 40 SCALE IN FEET PROPOSED.$7IM'' FLOA'OFF SOS WON I-STONE UMMODCATH Fr UrECLM DEPTH) i ITS. 90' 41Y 54" SCALE. I'20' LAIN 2'STONE ON ALL SIRS G SWEYAIl AREA(+2•,B')2.r OFFM 2,0 Sr i 3:1OYR B/1 F�MID. �: IOYR 8/2:FDISANDMFD. �: Sao fOYR 8/I FwE-uEO. Z:TON+7/1:FSAND BO,IW A9Fe /52'.A'1 418 5F N' 138" 114 1•tt- TOTAL EFFECINE LGOe1G AREA fim Sr s. M7 w1ER065CRVID NO WATER OBSERVED x0 INTER OBSERVED No WATER 085FRVE0 DATE: 11/10/10 8 SEPTIC 1—SLANG HO GPD A 2OGT-550 CALL-INS 13M GALLON SD tW TANG . TWO WNPARTMOM FIRST CO PARIMENT-TOM GALLON - 6 SECOND OOMP.ARNmTT-.300 QUOIT B _ t SW 2N/1]HOTGSm STIOO a CAR[W1A=AM C-Z' IT, a.WAIL Ns I HA.[FAam na>a d.Lw1Ra ONeA.11aN N0. BY LATE REMARKS . Av O,m iNE DEwWnENr K ENMAOruOOAv ERDrtnIDN AAm 1w.r n¢A11wE A ANAL OQ9fafl aim 0I7 M M9DY�RWK 00p(16[ N DRAMOJ;IWBFR 6YTNN OVC '`—Yh I3 )D:�2006\2008-007\sulveY\WRrAsht\T008-007-SEP.drq i- GENERAL NOTES . �...' ., 1.)IKE KW M Dot RAN 5 In WAR HUV=curs AT 1so5 D.E.P.Fite#SE 3.4794(Pool At Cabana) O.B �l E Cyr \ , 't IN06fABE. IMP mf R,Rm Om-0D, �Z�A OF/1 4(� / + �y�..17 "� tb 1005 5 tm C AT Mom Cart RAN SnC-G A ,✓/ V 8 Capl rro ( SSGGCC' z t„t COHI uIDOUl a ar muicWMtai Mow sTA-« T` (f'�� COASTAL BAIw(Tow a STAlF7 x \ S O,riOE/AIRGNC o6mEY s A IAo%M A'®Clmr' ft MA T^EPHEN N 1)RmMRr Im.*o :I-O)r CRWMIY IMNO.AM 2sam,WW O ~ tr o rz' ti" v t a- .✓"' OR.._lA1s Oran) —{ h3 �� Ji)4r n \ ro v� -! ,°�.£• ?.zp EROfmtm.MN,:00.a.a.Ma?) No.30216 rA . �' L2 / 'b' f\ � • � �... ��C -, .�2GIU4 N'dw110M /p.f f(.•L/�O aft ,y/aa `aP \ LOCUS AIAP Scale. 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'� / x X.a ❑ ).)OC�NRICIY MIQ Isat@ 21a]Ol m,e a 4 MANHOLE - Ilf F=O eSUR.N1¢RAQ.Nu mtta INS A16A a ZONE All. 1�(] \ OO 'OAS SILT aF la 111 R t G' ei�t LB �.8 .0 \♦ `.`` :.� , 5 `lFAt7i-IT v J VW P4 1 / - \`A \ ® GS NERR 6) LU3EW C ",7' � '-'`.� .x` 1` `p ~r �'\ - 1`l 1 �� , ..1E r:� \ ''� �3. \ —m— �M •N[n Moo mNamr m Lao IemuMln Or Motu w eNoimmle.A sw�anie ♦ /l: ``\ 'l d - vAml ue Imnlwr)a.zam 9 . nn__ ` ',r.iaY� .e 1'°•.t>� ` �6 ` , /\ '/ ' ,es`^ \ - \ •5rR 5 em emN,a A•x• ' Or9\T /2 ♦ (. ` ,n C`,,` `R x t "WOJ- WC'A 4 C®CY Mt®adl¢LEN®1}, yA - `\� ^;014 `�1.2` •`• '• •. .` , x)LC•\ `Vol C NV / (/ \ \ •SCL a rlMl r AHA Of 61NMRC MIafO O wPC M➢ll[id ` a91 `w j' \\/. •`, , `t \ ' / q1�wP oCTO®t 1.ADE Elw)m waAb Of IAH rl1RYt' anaeAlms '.eRN 1°1'' _ C )•� `_Y �t, \♦RHCt1 FCF]E 'Jr�1~2' � • /' O7� �� tQRm MnCAtI f00.i' `�- \ xaua m airs aw-4)1.2ne �'w \ nc waao.ma omlMv�srtca Aa.aavAme(sl aRla) _ .__ ::<oj` \ '`` ♦ ``. >li� .\` <,.5 . \ / /W. �'W ?) \ .St2 5 NIIN A 4.11E APiNLnED 20K I®11em wtEp ECNIRS Oo'97�PARCEL 0 cEt \ `\ `w.o�'. \ \\ '�V 1e,2,' I fr ,yam fi yFj�`,\[�G ,1 y♦'�1 O. /'\�1' _. 2 \. 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Irmo ED,2/1 solo to x aaLNc K IOa5.5 Im uma®Nm fin a^ 316. a,. ♦ , \'� i �4 5 \ •,Tb ) I I otl@ Z/IRAnC} Ak , ,a ` . v` .-\• 'n �`` CC `/ • , '..`� % Rb..hae`' `N ` \ �J ✓eq r `2rq vRanao _ = � /\\\ ) %' ,.g r� , i� 0e.• SITE Laumli' ' ilk. a.o1 x1�t � ' tq -$. 1�r' ` RiM At ) x4 �mrn•tm\- --j� y�,6 \— 285 SEAPUIT ROAD . . � � � � � � \ N �` �� J � gp _-- NAiER ) OSTERVILLE,NA . _ ( `1, \SHUT-OFF�i'- Al rr/.0• ]tY'; e\• `,'♦ `" -- Geoffrey S.&Laura A.Rehnert AL Ak .Y4 `,' xJ 1,�V \' `. � '`, (�.,� 1e"la+ A%'� �.aai"fi 'o• 9 J-`' - P`C� Prso.@cT OEHauARK unE J, �` ild 'k ,4 ./A. .s `� a x ,�`� _.`'- y'; I q�� Septic System Plan•Proposed Cabana, `` J ``J fA `�O't , �.` ODFAORaS � � ®rnH INo` •`• `• \ -�o�N� _ N�•.p,. I- Studio&Caretaker Cottage 25 k� t „v,. - - BAXTER NYE ENGINEERING&SURVEYING Ak Ale. \ ,>� .\' `4. n• / Registered Pmrmional Engineers and Land Surveyors A�d Ak AL_ ''♦ t za ry1, tod g6iTN 2P� •v '�• g;O'• 78 North Street-3rd Aoot Hyannis,MassnchuseTTs 02/�1 ^'L / Phone-(508)771-7502' Fat-(508)771-7622 All Ak -w�a 'SVn'l11w1 ' t` 20 0 20 40 '� @ a ' kvuei.3zoAr.At'`1 1 SCALE IN FEET .k dzrer<rti'g saN}T w< I. ;I '� SCALE: 1'=20' ak w .�/"° Septic Permit:#2010460 . ' yTaux2..d �1r_I¢2alo RN�= � x27.) eINeMNARIO J�. ,2 S �qy ,�A / n, W ,. ml • _ EL-zl.a2 DATE 11/10/10 K/AI• z 21.6 , N p+� LItE REARING [LISTAESE LI N 14.39.22'E maw - _ , L2 N lon3] `,-E la95' I?J l I sv w' Moo®moo A dmAgR COIfNi C■1 ••' .. /a /' - s NOL R' [LATE REWRKS num N um 2008 2008-007 surtrc Morksht 2008-007-SEP. 4 N oII A � 0 � 1 -n Oi I, E I 4 I. —-—-—-—-—- -----------4I r� 1 w rd 1/fO !•6' I. 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O0 Z z Q o 28)SWurrRoAo e ARCHITECT O\ OS)ERVa2$MA. � 9WENDELLSTREET,CAMRRIDGF MASSACHUSEM,921)8 TEL•(617))54-5188 FAX:(617)868-5764 r • v v © o ■ •\ IBM a sm-11, 20, Rim __ milli i rim ER Kati • I i 1 I � .. ��II■Il�J■ICI■I■I!!�!L I■I■III�I®I�I�I■i uI ..•�` i�. ■ A '' 1 =1 ► Hill! � a 1 F:i�l��l�l!I!■I���I_::.Il��lrli!a■■■��Il�l!I!I!■I�I!I!!!!11�I191i • • MIA ZPM • a GENERAL N070: D.E.P.File#SE 3-4754 TIE ••,,•. tt 1,) INTENT OF THIS PLAN 6 toOE0'L PRO fR�D WORN ATLOCUS0 I' Otdw d E1111d1Ba11 i err A•,.��`�.' n f V ` ,45'G..:.4� . x 2-23-2012 r{� 1�-S.. 'eB; f.• ' 2J LOCUS NSA 6 OMFRISFn OF: ' lY'.�� ; �. •� ,r �•.\.�.•�l euea•DELE ASSlSSa6 NAP o95 R,NEEL sal-Col 0.9 CONSERVATION NOTES: ' _af:E. ,, LDO6 6 tar a AT LAND Lam PLAN 37294 1.NO WORK IS TO BE DONE UNTIL MAS A R B ALONG WITH REONRED .��,� >q•, •.�", '''• IDia6 6 tar a a WO COURT PLAN er/e-N ' •'T' Ce/ PwD PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMSSION. •., . �•: �\�~" .., ••- COMAQUE OF TITLE 106PLO � .::' COASTAL BANK(10N11 a STATE) x 2 LWr OF WORK TO BE WMAR FD IN 0000 REPAIR LIN10. ��.' t> Av.? 't:^ y .' •'+f:: .(��"D B�N1IH LA A RENNW . q COMPLETION OF PROJECT. \ Ay.fC?•, Nt. I 1 wff W,SE LAW A . 3.OZONE Bi MICIIN OR APPROVED EQUAL SWILL BE USED FOR FOOL O5fi6ECTIOR. ♦ ¢'�t:r.. 1 �`3 --*/S '� m ♦ .• oy` ;\ J "• •• S)SMART DTNOW/ef:lef.A ARM COMMUNITY A11EL NO 2=1 OMS O 4.A LEACH PR SHALL BE PROVmID FOR P0�CRAW DOWN. A SKETCH OF DIE 1c. :` `-' . ,. `. "�;J(•'� BEN! tam(NaD) o As-8UR]LOCATION SHALL SE SUBNIRED TO THE CONSERVATION COMMISSION. a' F :'. . 5.DMESS EXCAVATED SOIL TO BE REAM OFF SITE. .. r. e-` •TA'; l:. , ";,�,:.• fiM ADIErr maNasc: I ) , war. _ 1.2 / •f •A .-.)C. '•�' ZONING DISTRICT: N C r7! ♦ \ \ ,.:-'.•' .', •• ZONING�7RCf:16-G(R.tlm9aQ . DF 0gy s �� 'b 'C, \ LOCUS MAP Seal@:V=20001 ING"2aiO REOUIRE EMS, 1IL LOT AEA-673 S-F 4O` D e 'A MIL LOT FROI(MIR -M � \ AIL NOT ODIM-11S RHODODENDRONS AO7 ♦ SI AIT EA YA x ts.6 16.5 093 N &a IfFA+rAl✓fl-tr IUM R.Ima-37 �P� / 'I'l�ii/i'• x 9 / /ty, ``� 'a,AltD 6 BREED 1ODO CAL\�� I .\ MOD Oti1fOCR LEACH PIT Ap.m ' WWF�. 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I O'FNDT w/24 BARS TOP 4 BOTTOM I d z°C 2O W x I O'D FTG.w/2xG KEY I W II . 1, 1, o> 4 u '7, �li"`�i A-0L i L i"i �/�j►Tv�- ��(SdOFMASS9 0 !L� SfF 3, C, N MICHEIE.. tiN. o ►- ��� C�pp,ss C Q CU347 Wes. 6.1�"a—'�-( S. ,'FtJ��[IC7� ' D c°� No.34774 cn, Z V1 t� p�L 1,►I� STRUCTURAL ' - � `1 *`t w �oC SrONAL S NOTE: REVI5ED PLAN5 ARE- 13A5ED ON ORIG. FOUNDATION PLAN . PLAN5 DRAWN BY PHILLI5 W. COLE I 1/4" = 1'-0" A- I0 -ON. — m m O m"o I r 4-3 2-O �; Z. 3'_6° OZ -no 0 AN2 I N 5UB-ZERO Co w 27'x 24• Z - •"O J DRAWN BY:MK 1 11 5110 R TAAL r •\ W -0'x 4' j M Q IL.I Q I BATH w u i I W I O° I co Q _J NIB L) = I I Lu N a 3 : W Ln O lu U. = .. j i. 2 E x.G$ O 2.6.X6•_8• .. .. IL Z EL O Q L N 5dFLVE5 CABINET FOR CABINET FOR 5HELVE5 I g MUPPHEY BED MURPHEY BED 16• Q cL to to3'•8 I!2'x Q-6' 31-8 1/2'x E-8' G N -- - I II :I III I • I _ III III I II r�WRAP COLLAR I III TIE5 w/CEDARco III I z I' III ______ o -- ------ ---= --• o Q O Q T BOXED RIDGE w/CEDAR T L——————A I I IL ------J IY II GUE5T QTR5 dj II ' C235 FWG12068-4 C235 t 2(SIMI) Eve W OFLnMICHELIECTR WNDW5 BTW.CA5ING5 CTR WNOW5 BTW.CASINGS NoU3417�STRUCTURAL oN23'-G' G! OSTER NAL lu7I G yq t eE�/� 1� r ' vV1v� o NOTE: KEVI5ED PLANS ARE BASED ON OR1G. I FLOOR PLAN ` '-+�tc, 1 -L �MPe PLAN5 DRAWN BY PHILL15 W. COLE 1/4" = 1 '-0" A-2 o Z" a (Jr) N2 0 " o z No 0 ui 2 DRAWN BY:MK Lu Q CD W Lu U � > JLu W Z CZ = F_ lLl O OtnW N O Ln N LTR4010 O Z _ O n lLJ Q ` IFTFIF WTTIF _1 U uJ Ln LII Hill' IIIIII, III fill 11 0 F IR I 4'STEP DOWN i Q H Dl f� 1C 7 k L� gbc- o TOFMOf O DDf�YZ-S Ii1Il I D S '—. �� A HELE �ti � ELEVATIONS s o CUoil m w iS ,' No. z I/4 =- I —0 /Li ��p 's�S D © AW� ��y s tl� STRUCTURAL .�1 F +� G w_1 9FG/ REO `i Q w Cri cmNOTE: REVI5ED PLANS ARE BA5ED ON ORIG. _ `'�G1V.4L ENG PLAN5 DRAWN BY PHILLI5 W. COI E 1 I - 1 z I O � rn -U U) rn rn i z z N U) 0 D -o rn r- D I rn O Oz ,- O rn G) LA m v w La b Am Jon d ro z ON A r — II ` o D : z - I . I 1 � I o i D DATE: JUNE 10.2009 Re 1510 zuil-: ELEVATIONS PROPOSED POOL CABANA � d , E.B.NORRIS t SON, Inc. y j� I' RE I D I s; 138 05TCKVILLE-WEST BARNSTABLE RO. ..� 2. SCALE: 1/4"=1'-0" Mr/Mrs REHNERT RESIDENCE � ��,' 105TERVRLE.MA 02655 3. 285 5EAPUIT RD; 05TERVILLE MA K TeL.508.428 1165 Psx.508-4251196 GENERAL N01W: D.E.P.File,AlSE 3.4794. W THE IODTr OF FI6 PLW is To EDT.1'R604D IIOII AT LDa6 ONer d ON1d1B9n 2-23-2D12 h•'Y ,:� t v�"� `?a��,)•' `Q lass AND 6 mlarsfn OF: OWWNIUE 011 0.9 CONSERVATION NOTES: ' •g i%;• - a `\,..'\ to a Ear era�COW 05 AM M5�s 1.NO NOPo(IS 70 BE GONE IDlIO.FORMS A 4 B ALONG WITH REDUIRED •t,`�7i. ,� Ike' .q+• •,w•~ 1DA6 6 tm d a Wn caert MM d7m-1 PHOTOGRAPHS ARE SUBMITTED TO CONSERVA770H COMMISSION. .�.�.: �_• ; CERIVIOOE OF TIRE 184.94] ' CB/OH FND COASTAL BANK(TOAN!STATE) x 2 OMIT OF WOW M BE MWrAOIEDD IN GOOD REPAIR UNTIL f,4_. .�w_ � - ; aRaR/nPAnwr.tmflar s e t wu A Rwmr . Ad COMPLETION OF PROJECT. �1:. , . a nIR 11016E LADE \ .,L;•i..,, �^y'" �' I- /:• BROIL MA M403 �. 3 OZONE OMECTION OR APPROVED EOUAL SNALL BE USM FOR POOL DWOUL'IIOW \ rangy i ..•c }:'-z. Ai• t iy . m •.,..... 'ti ' .. ]J PORN BE71TJATAN:RM-])Rat COIlIAIIr oANE1 Na LSOW7 dNe D 4.A LE"PIT SHILL BE FRONDED FOR PDOL DRAW DONN. A SIO:TCH OF THE \ - 1%+�:.:•7',` :, -pr;i(,'",- tuft-1.Of") x n AS-BUILT LDCATR)N SHALL BE SlIB10M TO THE CONSERVATION COMMISSION. L' . /"97 PRO10;T BOKNM:WAL INL_° S.E l=EXCAVATED SOIL TO BE R OMMS OFF SITE \_ ... 1--• 2'' f_ +' �Ayqt.�""t r... FUV.-ZL49 016�'O) .. •�;,,yA.F.w. ,y. �Fw `�' \ '. 4. - +Yr. y i sw U ZWW WFORMUM C 1.2 O,','�A� , •f \ \ '• IDMI9067RCr:RF-f t 5 / m E q2 \ LOCUS MAP. •.• Seale:V=2000' (� ul LOT FRFA Mill.LOT N IE-2 Sr. 4O�Y 0 N ,S \; roni--1� P / / 16.5 RHODODENDRONS oAt -Dcv \ sDE!IDOH,7ADS/MAL BLAlOe19 NOW-Tr x� XIS rty, ., 'OA l�6 BREID / 1 mi. I OM7aAY 061RCIS 1000 GAL\ (IPOD LEACH PIT , p AM1O 5.4- -44�x RHODODENDRONS / \\ ! 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Residence T E BUILDING DEPT. p 285 Seapuit Avenue Osterville, Massachusetts Ostervil�e,Massachusetts FIRE DEPARTMENT General Notes: ALL i �� SU COL CTORSAN SHALLMA AIVAR Construction Documents Bf�T�3/GNAIYJRES ARE R�QUIRFD FOR PERMATTING SUFCOR SHALL BEPERFORMEDI AWARE TE OF THE.REQUIREMENTS OF THESE NOTES. _ ALL WORK SHALL BE PERFORMED W COM '//�/ 1 5 STATEPLIAN E DNATIWITH LAPPLICABLE LOCAL E December 2nd, 20 1✓ SAA .EDNATONAL BUILDINBIM SAFETY.ELECTRICAL AND PLUMBING CODES. GENERALCONTRACTORSHALL BERFSPONS IBLE FORSECL5DNC ALL PF P15 NECESS A"FOR COMPLETION OF WORK THROUGH. 1 OUTTHECONTRACTDOCUMUDS. GENERAL COI—CTORSHALL LAYOUT IN THE FIELD THE ENTIRE:WORK TO BE PER. FORMED TO VERIFY DIMENSIONAL RELATION- SHIPS BEFORE:CONSTRUCTMG ANY PART. ANDSHALL VERIFY ALL F-Pp iComa. IONS AND LOCATIONS BEFORE.PROCEEDING WITH WORK. GENERALCONTRACTDRSHALLBEREPONS ISLE FOR THE COORDINATION OF DIMENS IONALREQUIREMENIS BETWEENTHEWORK OF REQUIRED TRADES/SUE{ONTRACTORS. ANY DSRF.PANCIES FOUND IN THE PLANS DIMENSIONS.P.oPoeed CONDITIONSORAW APPARENT ERROR W THE CLASSIFYING OR SPECIFICATION OF A PRODUCT.MATERIAL OR METHODOF ASSEMBLY S TO BE BROUGHT TO THE AT1TNnON OF THE GEN' ERAL CONTRACTOR IMMEDIATELY. k REGARDLESS OF WHETHER OR NOT AN nEM SSHOWN OR SPECIFIED.THE GENERAL CON- TRACTOR5HALLPROv1DESAIDn IFHS NECESSARY FOR THE PROPER INSTALLATION OR FUNCTION OF AN ITEM SHOWN ORSPECL FmD.SUPPLIERS AND SUBCONTRACTORS SHALL INFORM THEGFNERAL CONTRACTOR OF THEIR RF.QUIREMENIS FOR THE WORK OF OTHER TRADES,WHICH MAY NOTBEINDI, N I CATER,PRIOR TOSUBMTTTAL OF FINAL BID • FOR WORK ' DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS AND/OR MZ DRAWINGS MAY HAYE BEEN REPRODUCEDATASCALEDIF- 4 ERENFTHAN ORIGINALLY DRAWN. Drawing Copyright: PATRICK AHEARN ARCHRECT,LLC + b AND PATRICK AHEARN.AN,EXPRESSLY RESERVE THE COMMON LAWCOPY RIGHTS AND '1 OTHER PROPERTY RIGHTS IN THESE DRAWINGS. • THESE DRAWINGS ARE THE PROPERTY OF PATRICK AHEARN ARCHMCL LLC AND + PATRICK AHEARN,AN,ANDSHALL NOT BE REPRODUCED IN ANY MANNER NOR SHALL TIH BE ASSIGNED FOR ISETO ANY THIRD PARTY WrtHOUT FIRSFOSTAIN.THE EKPRF%ED WRnrEN PERMISSION OF PATRICK AHEARN ARCHPPECT LLC AND PATRICK AHEARN,AIA. Cover December 2nd,2015 155UE DATES ❑BIDDING: ` N ■PERMIT: 1??15 - ■CON5TRUCTION: 12215 REV15101,151. � ❑Dnte ' O DAtc: I / p Date: ❑DAta ARCH RA'`5T9''f' � 1 o 4450 n F O �SioN, . Cover - ��isk+- .+..--.:r ,.a..a.=� --:.. r-•..- - x .-:�... ..._ ��.,::�.a:a.•j4^•"�'^� .a,--,--ao.,.�.+'.:.,rce' o...�r-„-��...:- _ - PATRICK AHEARN � � , . 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III JJII m RSH ALL BE REPOW BLE FORTHE CO�OCEH RD NATION OF DIMEES Bath • IONALREQUIREMENTS ETWEENTHEWORK OF REQUIRED TRADES/SUBCONTRACTORS. ANY O6REPANCIES FOUND IN THE PLATS, OM APPIMA�MERRORI MTHECLASSH NGOR ALIGN IoM '2470' OR MEICATON OF A PRODUCT.MATERIAL OR METHOD OF A.SSF-.MBLT 6 TO BE BROUGHT TO THE ATTENTION OF THEGEFL ERALCONTRACTOR IMMEDIATELY. a REGARDLESS OF WHETHER OR NOT AN FTEl < ISSHOWNORSPECIFIED,THEGENERALCOM C, TRACTORSHALL PROVIDESAID ITION B TT IS NECESSARY FORTHE PROPER INSTALLATION ! W OR FUNMON OF AN nFAI SHOWN ORSPECI- `If'^Y. SHALLINFORM THEGENERAL CONTRACTOR OFT HEIRREQ Party CAIRFNFORTHEWORKOF FLB ED,PRIOR TOSUBMITTALO NA ID FORWORR DRAMM35SHAILNOr BESCALEDFOR '•'.+ HAWK N REPRODUCED AT A SCALE D- < -- ✓ O EREMTHAN ORIGWALLY DRAWN. Drawing Copyright: --- PATRICK AHEARN ARCHITECT. < - 1 AR L LLC AND K H N.AM 1Y ERWTHECOMONLAWCORRIGH RIGHTS AND OTHER PROPERTY RIGHTS IN THEE DRAWNM THESE DRAW W6 ARE THE PROPERTYOF O T T PATRICK AHEARN ARCHRECSNALL ND REPRODUCED IN,AIA.ANNER NO NOTEE REPRODUCED IN ANY MANMat NOR SHALL THIN W ASSIGNED FOR—IM AM'THIRDPARTY WRHOUTFIRSTS6IO INF GTHEKAHESSED ARN WRITTEN T LLC A10NOF RICK A K A RN,A M 'ARCHf1ER LLC AND PATRICK AHEARN,AN. Party Barn - ti V . Proposed First } Floor Plan o- °VG uL EQU p ---- December 23rd,2015 155UE DATE5 !� ~ ❑&DOING ■PERMR: 1223.15 o• '•4r,A� ,.P�, T ■f0N5TRULTON: 1223.15 REVISIONS: Data: O Dc ❑Dale 0 onu: A HITE P.ALrbjJAMPirr . r'�o J. �'J t- Y MA. i v 1 Pro oeed Firet Floor Plan 5�I°'I^ A- 1 -0 o r z a' PATRICK AHEARN • , - - � i ARaHnTmT — ' Tee Cavunwve°IN A�mve I) Seen Bnbn MA MIIb Ed,-MA - 12"STEP DOWN FROM Property F bVQbb.N1B W.M.— F:bn.TaAza76 F.W soe SLOPING WALL UPPER WALL O.W 310 APR q( T HEIGHT'TO B DET INE I F LD) O O�) w w w.p a t r i c k a h e a r n.c o m F'�+wALL 1 TA1NI GXftLILI 2K2 STONE COLUMN ATCH LONG WITH 12" REVEAL TAW IVEW O OO The ABOVE WALL O O i O O BLEND INTO —� -: �r �-� Rehnert EXISTING WALL T.O.W. TO MAl'CH N Residence 3 COBBLLSTONI PAVING J F.X. DRIVEWAY _ NE I RUNNING EIQNQ PATTERN f^ t> X. SHED 1'0 RETAINING WALL - REMAIN - ,CABB1[STONE s `� L 285 Seapuit Avenue EX. PEASTONE DRIVEWAY _ .� •EDGING COURT TO REMAIN w 3, '`., '' n Osterville,Massachusetts �QCOBBLESTONE 3 EDGING TYP. BORD�R GRANITE S ' IRISH LIMESTONE WALKWAY., O O OOO O � General Notes: pATTERN AS SHOWN GENERAL CONTRACTOR SHALL MAKF.ALL SU.CONIRAICTORSANDSUPPLIERS AWARE OF THE OF THESE NOTES r -- ALL QSHIALL BE PE WORK RFORMED INC M- ... ...... a r. T WALKWAY TO HAVE O NO STEPS - - N NE1 S.PD 7Ly�a�,�• R PLIANCE W ALL APPLICABLE LOCAL. "- f STATE AND NATIONAL BUILDING,LIFE SAFETY,ELECTRICAL A ND PLUMBI NC CODES, GENERALCONiRACTORSHALLBEREPONS u am ISLE FORSECURNG ALLPERMISNECES I —.._ O N .� - X _ ... -- ............... -..._............................... •f 7(; '4. OUI'THECOMNtRARDOC MOEMS.RWGH AL BE ERALCONTRACTORSHALLLAYOUr IN Garage _ EX. PLANT BED / o o FORNE TOWENIIREWORTOLEPER PLANTS I'0 REMAIN _�- RELOCATED } s .. R ' • ANDSHLALLLVERIFYALL NC AA oPARTrt ON GEE. GENERATOR + + + + POOL FEN1E CUSTOM T W IONSANDUXATONSBEPO PROCEEDING EXISTING WALL TO "' wrN 'Ear�L 'L7.lh "' AUTOMA GAOPE ER & GENE RALCONIRACTORSHALLBEREMNS VEGETABLE FENCING o + GRANITE LUMNS BLE FORTHECOORDINAT ON Oi DIMENS tip„.• ♦ Y (: BETWEEN WE WORE OF REQUIREDRTRA ES SU&CONTRACrORS. BED �� (-_� INN'HT. WOVEN II ^� II 1 COBBLE ONE DRIVEWAY ANYD6REPANCDSFOUNDINTHEILNS HERB BED (@WILLOW FENCE& COBBLE EDGING n EX. STEP THROUGH �O _ (@APRON DI NSIoNS Rv CONDITIONS OR ANY WALL TO REMAIN • •? ?.S APPARENT ERROR N WE CIA'EDITNG OR GATE .I O �' g ASPH LT DRIVEWAY SPECIFK:ATIONOFAPRODUR.MATERIAL EX. GATE& LANDING- APRON TO EX. ROAD ORMETHODOFASSEMBLY6TO BE HECt2L EDGE RA TO REMAIN E GONTEACTORIMM IATELBRoUGHrMTHEATTENTIONOFy -- REGARDLESS OFWHETHER E NOT A ITEM i 6 AHTWNORSPECDTED.THEGENERAL.CON HOUSE GA . BOX/ TNECESSS�RYHFAOLRTHEPROPER tSIAI.IATION �� '(J'' KEYPAD F'U GnTE OR FUNCTION OF AN ITEM SHOWN ORSPECL WOE PE FAL I EX. ZELKOVn _ LK W/METAL OPENER ON RANITE POST FIED.SUPPLIERS ANDSUBCONIIUCTORS GING TO REMAIN OF WIEIRE%ITMDtFA+FNIs�FOe TC10iEwOREOOi ALL EXISTING TRELLIS 7 MONOLITHIC STANSTED OTHER PMRT SUHMD ALOFF EINDI FRAMES TO BE 4 GRANITE STEP AND GRANITE RELOCATED TOR TO t ® CATED.PR OR TOSUBMITFALOFiNAL BID PIZZA 16 "-. -` REPLACED(SIZE TBD.) LANDING IN PATTERN AS FOR WORK OVEN D3 - SHOWN O HAWBEEN RPRODUCEDATALSCAFIEDIF- LANDING SIZE TBD. BASED �- � \ Q DIMENSIONS AND/ORSIPFS DRAWING MAY UPON FINAL ARCHITECTURAL Q F.RMINANORGNALLY DRAWN. _ _ PORCH ADDITION EX. CONDENSER - �O Drawing Copyright: SEP IIC- UNITS PATRCKAHHARNA RIBUTION BOX--��� RANDOM RECTANGULAR C1 ■/�, �� RESERVETNECONMONNI,COPY RIGHISAND BLUESTONE TO MATCH EX. Residence ANDRpRIpECK A WGNFSWWINERA /GFCI OUTLETS L_„f L I ❑ FN ERPROPER GH 5NTHEE DRAW NG RILL AREA --EX. SEPTIC TANK FEE. .'D S THFSEDRAHEAMA A SHAL.OT PAMCK AHEARN ARCHDECr.LLC AND .1OUSE.;" '• PATRK:K AHEARN.AIA ANDSHALL NOT BE REPRODUCED IN ANY MANNER NORSHALL 1H 2 8.3 O R PARKING µ ASSIGNED FIRST o"A NroNGNTT TMCK RHEA Eo O TAINT WRITTEN PERM�IONOFPATIEE AHEARN {1 O DRIVE ARCHITECT LLC AND PATRICK AHEARN,AIA. 1 1 OUTDOOR 6 STEPPING STONE )EPTIC -� (@GRILL. & D3 YIN LAWN ® �, O oa E ..._' LEA4H Illustrative Site HING'I'ANK COUN TER u FIELD- EX. SEPIIC TANK �//y/� plan • REWORK GRADIN p SLOPE PLANT BE p: D: TONE';',; `-� TO STEPPING STON C NO BEGIN 3 VINYL MESH December 23rd,2015 FENCE. AT CORNER v 155UE DATE5 ❑DIMING: OO ��/lO ■CON5TR 1223.15 fl.-JI _ —48"HEIGHT BLACK ■CDNSiRULT10N: 1223.15 VINYL CHAIN LINK REVISIONS: _ FENCE ALONG> ❑Dau: MONOLITHIC STONE 7 ooaz O Dau: STEPS D3 O Dnm abana —EX. h ° \---PropertyoDnu: ,FENC TOREM , ;ARCIvnE&V.L STAMP Ex.Swimming `r ;ED A P00i - 1001 Line Cti. _—CONNECT POOL FENCE Buffer J rn INTO VANISHING EDGE WEIR WALL Zone l 0• ON, A. ORNAMOJAL -IIE POOL FENCE INTO EX. X METAL POOL CHAIN LINK FENCE CONNECT POOL FENCE NCE tE I. BE !tE __ ---._.�........-' --'--- IN LINK INTO VANISHING EDGE E ° WEIR WALL Illustrative Site Plan Scalcl"•la-a 100' 1 o 5 a ;a ' PATRI�K AHHARN ARD0.RHQr - BO-MA-I.B,A.•mue MR.- S6 A Bm 7.M.10:116 Pg50B.9N.BJ1+_ P.61).t.Ll10 REFLECTED CEILING PLAN GENERAL NOTES F:Mzm6.m6 F.wB.vweau www.pairickahearn.co rn 1, HXFWER OUTLETS ARE TO BE LOCATED PER THE ELECTRICAL CODE (ONLY SPECIFICALLY REQUESTED LOCATIONS OF OUTLETS WILL BE SHOWN ON TIE PLAN. I ALL CLOSETS.INCLUDING LINEN.TO HAVE ONE LIGHT WITH-IBSWITCH The UNLESS OTHERWISE NOTED. (l J. CEILING IIFNLESS OTHER MATCH EXISTING UNLESS OTHERWISE NOTED. R e h n e ALL CASED BEAMS AND SOFFITS TO BE VERIFIED IN FIELD WITH ARCHITECT ACCORDING TO EXISTING - `ONDITIONS AND CEILING HEIGHTS . Residence -- 285 Seapuit Avenue KEY Osterville,Massachusetts NEW WALL CLOCK SOLN-REFER TO INTERIO ELEVATIONS FOR WALL LOCATION. General Notes: .�.� WALLSCONCE-TOBESPECIFIED. GENERALCONTRACTORSHALLMAKEALL - SUB.CONfRAC1OR5 ANDSUPPLIERS AWARE l^J� CABLFJ NETWORK/PHONE 1 OFTHEREQUIREMFNISOFTHFSENO`E LTd lIY� GEEING PENDAM-TO BE SPECIF ALL WORK SHALL BE PERFORMED WCOM- PLIANCE V HTH ALL APPLICABLE LOCAL ELECTRICAL OUTLET WALL AfOUN1ED OVIDOOR 'STATE AND NATIONAL BUILDING.LIFE Q WALL E UNTED E SAFETY.ELECIRICALANDPLUMBINGCODFS. O HALO H99ICAT LINE VOLTAGE RECESSFI�- SWITCH GFNERALCONTRACTORSHALLBERESPOIS HALOLIGHT W/WFITE STEPPED BAFFLE IBIS FOR SECURING ALL F WORK NECLRC ART FOR COMPLERONOFWORKTHROUGH- -B- TKKEF.-WAY SWITCH OUTTHECONTRAR DOCUMENTS. fix' RECESSED LIGHT WITH WATERPROOF > ENCLOSURE -0- DIMMER SWITCH GENERALCONTRACIORSHAULAYOUTIN R.KTOBEPER. THE TO E DI WORKN BY.PE¢. ELATION 0c UNDER CAB INET IOW VOLTAGE'HOCKBSI ToMET EXHAUST FAN SHIPS FORMEDBEFOREVERIFYDIUCTINC AMAL PART. PUCK'LIGHT LVV ANDSHALOI.VERIFFYYALLIoNrnP,opoaNCOPNDR- ---�--- I ^ O CLOSET LIGHT ON F 1B SWITCH WITH AND LOCATIONS BEFORE PROCEEDING `V. 0.F.CESBED N'pLL x'ASH WG FIXTURE WTM WORK -- -- �I SMOKEDErECTOR GFNEW.CONIRACTORSHALLBEREMNFI . --_---_-------- ....---....--_-_--- ---_ IONALRTHECO-0NTS F EENT"MENS SURFACE MOUNTED FIXTURE OF RE UIRED RADES SUB-CONTACTORS a h 6ro CARBON K10N0NNE UETECIOR OF REQUIRED TRADES/SUBCONTRACT015. ANY DISREPANCIES FOUND IN THE PLANS, .....-.._.............__..__......-......__.-_ -__-- _-._--...._._._-._....- DIMENSIG ERR(ZHIIN CONDTRONSOR ANY S PPARFM ERROR INPROD AKIM ER OR SPECIFICATION OF ASA PRODUCT.MATERIAL -.- BOR EMCH T OF EATTEILYOTO BE BROUGHTTO THE ATTENHON OFTHh F.RAI.CONTRACTOR IMMEDIATELY. REGARDLESS OF W HITHER OR NOT AI REAP tSSHOWN OR SPECIFlF.D,THE GENERAL CO- -. NECBSA Y MR E PROPER PID ESAII LA REM IF TI is FUNCTION FO FAN OWNOHON OR '---'--- -` __ OR.SUPP0NOFANR LIERS AND SUBCONTRACTORS CONTR ACTORS CL SHEL ALL INFORM EQUIREENTSFOR CONTRACTOR --.- OF THEIR ADES.WHICH FORTHE WORK- . _ OTHERTRADES WHICH MAY NOTEE WOI- -_ pa CATED.PRIORTLL NOT ESC SCALED -- -_---..- �- FOR WORK. D MENSIO5SHALL NOT BESCALED FOR DIMENSIONS REPRODUCED A DRAWINGS MAY HAVE.BEEN REPRODUCED AT,SCALEDIE- '$--_------ _--.-.- EREMTHAN ORIGINALLY DRAWN. Drawing Copyright: PATRICK AHEARN ARCHITECT.LIG _ ------- ------ - - AND PATRICK AHEARN.AM EXPRESSLY RESERVE THECOMMON LIWCOPY RIGMS AND OTHER PROPERTY RIGHTS IN TH BED RA WINCC --- THESE DRA WINGS ARE THE PROPERTY OF ------_---------- - PATRICK AHEARN ARCHRECT.LLC AND PATRICK AHEARN.AIA.ANDSHALL NOT BE RE PRODUCED IN ANY MANNER NOR SHALL THEY -- BE ASSIGNED FOR USETO ANT THIRD PARTY WITHOUT FlRSTOBTADVINGTHE EXPRESSED ------- WRITTEN PERMISSION OF PATRICK AHEARN ARCHITECT LLC AND PATRICK AHEARN.AIA. — --- Party Barn - -- Proposed First Floor Reflected Ceiling Plan December 23rd,2015 155UE DATE5 ❑BIDDING. ■PERMIT: 1223.15 ■CONSTRUCTION: 1223.15 REVISIONS: D DRu O Dn p DR O Da 0Q , , �(..it URA,TNMP <6yF CTj Ott 9 f a. rLn 2 r- Jf0N, LF r MA• �'CTf1 OF Part Barn Fro o5ed First Floor Reflective Ceilin Plan -16o1/ram A-2.0 o 1• 2• a' PATRICK AHEARN ARORRROT 1 ' Bmwn MA M116 A.enue Edge.-.MA P.MF2 3710 P.W.989.9)IT F:lIF.] .=D F:508.9.W.9018 W-patric Aahearn.co m The Rehnert RAKE TO MATCH E185TING - _ -_---- -- Residence __-.__._...._. G005ENECKLIGHT___...._._._...____._...._ ... _. ... -_ _ ... ..... _.._ 2HS Sea Ult venue P - ----- ---- Osterville,Massachusetts General Notes: SU.COGENERALCONIOIN ANDSHALL MAKE A1.L OF ME TRACTORS ANDSUPPLIERS AWARE Oi THE REQUIREMENTS OF THESE.NOTES. ALI.WORK SHALL BE PERFORMED IN COM- 51.I0ING BARN DOOR5 PLIANCE Wm1 ALL APPLICABLE LOCAL STATE AND NATIONAL BUILDING.LIFE: SAFETY,ELECTRICAL AM)PLUMBING CODFS. GENERAL CONTRACTOR SHALT.BE RESMO MILE FOR SECURING ALL PERMITS NECEF l ARYFORCOMPLEION OFWORKTHROUGH' OITI THE CONTRACT DOCUMENTS. I I I I I I 1 1 I I I 1 THENERAL ON'ENRTOWORKIOBEPBRIN I I I I 1 I 1 1 I FORMBD TO VERDY DIMENSIONAL RELATION- SHIM Rear Exterior Elevations ANDI ALLVEONSTRUCITNC ANV PARL Front Exterior Elevations ANDSHALL VERIFYALL P.oIa dCONDm IONS AND LOCATIONS BEFORE:PROCEEDING WTITS WORK GENERAL CONTRACTOR SHALL BE REPONG ISLE FOR THE COORDINATION OF DIMENS TONAL REQUIREMENTS BETWEEN THE WORK OF REQUIRED TRADES/SUBCONntACTORS. ANY DISREPANCIES FODND IN THE PLANT DD.4f15K)NS,",l CONDITIONSORANV APPARENT ERROR IN THECIASSIMM OR SPECUICATION OF A PRODUCT.MATERIAL OR MBTIOD OF ASSEMBLY 6 TOM BROUGHT TO THE ATTFMION OF THEGEN- ERAL CONTRACTOR IMMEDIATELY. REGARDLESS OF WHETHER OR NOT AN REM IS SHOW N OR SPECBHED.THE GENERAL CON- TRARORSHALL PROWDESAID REM If ME NECESSARY FOR THE PROPER INSTALLATION OR FUNMON OF AN REM SHOWN ORSPECE FIED.SUPPI.6J6 ANDSUBCONTRACn)RS SHALL INFORMREMEMi BRALCONTRACTOR OTHER RBQUIXE WHICH FORiNEWORK- OF OTHERTRADES,WHICHMAYNOTBE LBI CATER,PRIOR TOSUBMf1TALOF FINAL BID FOR WORK DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS AND/ORSI2FS.DRAWINGS MAY HAVE:BEEN REPRODUCED AT A SCALE DD- ERENTMAN ORIGINALLY DRAWN. Drawing Copyright: PATRICK AHEARN ARCHITECT,LLC AND PATRICK AHEARN,AM EKPRERMLY RED CEDAR RESERVE MECOMMON LAWCOPY RIGHTS AND SHINGLE OTHER PROPERTY RIGHTS IN THESE DRAWINGS.TH ESE DRA W INC5 A RE TH E PROPERTY OF PAT K A-AM ARCHITECT.LLC AND PATRICK AHEARN AIA ANDSHALL NOT BE REPRODUCED IN ANY MANNER NOR SHALL THE) BE ICNEDFORISETOANYTHIRDPARTY WITHOUT FIRST OBTAININGTHE EXPRESSED W"MoN PERM�IO ANN OF PATRICK AHEARN ARCHITECT LLC D PATRK:K AHEARN,AIA. RAKE TO MATCH EXISTING Party Barn - Proposed Exterior ® _ Elevations ® WHITE CEDAR SHINGLE December 23rd,20]5 155UE DATES ❑BIDDING. Right Exterior Elevations ■PERMIT: 1?23.15 Left Exterior Elevations ■CONSTRUCTION: 1223.15 REVISION5: ❑Date ❑ORTz. ❑DR ❑O- cnj No. �'.. 8 -ION, y A. J� QG MFSyP�// Part Barn Pro osed Exterior Elevations soAw:v4=1-d �_ { .0 1 0 I' Y 4' 11 �, ✓✓ PATRICK AHEARN AlORRRQI — 11..3•• ..A�. s a r�ql 51} /z 3 a 2•- BmCe MA02IbNA �g.M.,MA P:61'.3-710 P:50B.9m."12 —CEAF . —_—..�---_-- F:M�.2fiA.T+J6 F:508.939.90Ri WINDOW SCHEDULE GENERAL NOTES: W'"W.P a t"`"a`'a a'D.`D m -�__ - _ _ _ J �'- - �- __ The 1L_�C_ :__�-_ _ - __ _1C_ l 1❑❑ ���..._ _ ❑ _ ❑❑ ALL WINDOWS AND DOORS TO COMPLY WITH MASSACHUSETTS STATE BUILDING CODE-STH EDITION. IlIII((I IrrI -I( I(� If 11II ..I 111f ❑❑ _ ❑❑ 1C1 ❑ _ l fff ALL HEAD HEIGHTS TO BE VERIFIED IN FIELD WITH ROUGH FRAMING OR EXISTING ehnert e — ❑� ❑ — ❑I❑ ❑❑ CONDITIONS AND COORDINATED WITH ARCHITECT _.❑ _.❑ __❑ __ ❑_ I [J _J❑�- � _�❑L ❑ PROVIDE TEMPERED GLASS AT ALL DOORS AND AT WINDOWS WHERE REQUIRED Residence --..1❑C.... -IFF �❑ BY CODE. , OT 285 Seapuit Avenue . X INDICATES TEMPERED WINDOW. SEE FLOOR PLAN Osterville,Massachusetts O PROVIDE SHOP DRAWINGS FOR ALL CUSTOM WINDOWS General Notes: O K WINDOWS AND DOORS TO BE PELLA ARCHITECTS SERIES WOOD WINDOWS- SU�oGENERAL CONTRACIORsxALL ERSAWAI. GENERA TRACTORSAOR SUPPLIERSAWARE PRIMED INTERIOR AND EXTERIOR,UNLESS OTHERWISE NOTED. OFTHEREQUIREMENTSOFTHLSENOTES. NANAWALL DOOR ALL WORK SHALL BE PERFORMED IN COM- PLIANCE WITH ALL APPLICABLE LOCAL #7256 FELLA ARCHITECTS - STATE AND NATIONAL BUILDING LIFE SERIES WOOD WINDOW SPECIFICATIONS: SAFETY.ELECTRICAL AND PLUMBING CODES. IN-SWING FRENCH DOOR - 69/16"EXTENSION JAMBS GENERAL CONTRACTOR SHALLBERESPOI-S ISLE FOR COMPLETION WORK THROUGH. W/#3686 SIDELIGHTS 7/8"SDL WITH SPACER BAR ARY FOR COMPLETION OF WORK TIiROUGH- AND 2"STUD POCKETS INSULATING CLEAR GLASS WITH LOW E n-ARGON FILLED ourrHe mNTRAer DocuMENrs. (PROVIDE RETRACTABLE MIRAGE - cENERALCONTRACTORSHALL LAYOUT IN 5CREEN5) - WINDOWS TORMELDTHEED M RNDIMENSIONALBEPEB. N. SHIPS BEFORE CONSTRUCTING ANY PART. PROVIDE BASIC UNIT WITH W8063 PROFILE PROJECTED SILL AND! YE. LLP.opmNCONDIT- IONS AND LOCATIONS BEFORE PROCEEDING - WITH WORK SASH LOCKS: STANDARD LOCKS-WHITE GENERAL CONTRACIORSHALL BE REPONS IBIS FORTHECOORDNATION OF DIMENS ZONAL REQUIREMENTS BETWEEN THE WORK SCREENS: STANDARD CHARCOAL FIBERGLASS-HALF SCREENS OF REQUIRED TRADES/SUB-CONTRACTORS. ANY DISRF.PANCIFS FOUND IN THE PLANS DIMEISIOIS,P po I CONDITIONS OR ANY APPARENT ERROR W THECLASSIP"NC OR SPECIFICATION OF A PRODUCT,MATERIAL DOORS OR METIIODOF ASSEMBLY N TO BE BROUGHT tOTHE ATTENTION OFTHEGEN- HARDWARE: 3-POINT LOCKING MECHANISM-OIL RUBBED BRONZE ERAL CONTRACTOR IMMEDIATELY. ADJUSTABLE HINGES-OIL RUBBED BRONZE EECARDLESSOF WHETHERFFED.T E ENERANOTA ITFN1 RSHOWNOR FTTHEGENERALCON- • TRACTORSHALL PRO"DESAID ITEM IF IT IS NECESSARY FOR THE PROPER INSTALLATION OR FUNCTION OF AN ITEM SHOWN ORSPECI- FUD.SUPPLIEI6 ANDSUBCONTRACTORS BHA LL INFORM TH E GENERAL CONTRACTOR OF THEIR REQUIREMENTS FOR THE WORK OF ENERGY PERFORMANCE U-VALUE SHGC OTHERTRADFS,WHICH MAY NOTBEINDI. CATER,PRIORTOSUBMITTAL OF FINAL BID DOUBLE HUNG WINDOWS: .30 .26 FOR WORK D CASEMENT WINDOWS: .29 .24 D ONS AND NONENSI5SHALLNOSIE LEDFOR RAWTNT B ES D DRAWINGS MAY FRENCH DOORS: .29 .18 HAVE BEEN REPRODUCEDATASCALEDIF- ERENTTHAN ORIGNALLY DRAWN. m Drawing Copyright: -----'—'-- PATRICK AHEARN ARCHITECT,LLC AND PATRICK AHEARN,AIA EXPRESSLY RESERVE THE COMMON LAWCOPY RIGHTS AND OIHERPROPERTYRIGHTSIN TIFNEDRAWINGS, THESE DRA WINCS ARE THE PROPERTY OF PATRICK AHEARN ARCHITECT.LLC AND PATRICK AHEARN,AIA,ANDSHALL NOT BE • REPRODUCED MAW MANNER NORSHALL TH BE ASSIGNED FOR USETO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRUTEN PERMISSION OF PATRICK AHEARN ARCHITECT LLC AND PATRICK AHEARN,AIA. Party Barn - Proposed Window and Door Schedule 0 NOTE:DOORS NOi NOTED ON PLAN ARE 1 • - EXISIINGTOP.EMAIN December 23rd,2015 TYPICAL TYPE 1 DOOR IDENTIFICATION ' FIRST TWO NUMBERS=WIDTH(FT/IN) - ISSUE DATE5 O BIDDIN 5ECOND TWO.NUMBERS=HEIGHT(FTAN) G: .... C-6•-B'• 'I(`_ _ ■PERMIT: 12?3.15 EXAMPLE: 2 ■CONSTRUC00N: 1223.15 - REVISIONS: TYPE 1 ❑D— ❑Dete TRUSTILE T52OZO 0 DRte: FLAT PANEL DOOR ❑Date: W/QUARTER BEAD ❑DBta _e.c�ippyT4le� DOOR HARDWARE SCHEDULE ® OTYPICAL INTERIOR PRIVACY DOOR EXTERIOR DOOR HARDWARE SET � q-\GK J• '�S'`p �0�, O BALDWIN LOCKSETS:CYLINDERS KEYED ALIKE. BALDWIN ESTATE SERIES OR APPROVED EQUAL. MORTISED STYLE WITH LATCH BOLT AND DEAD BOLT. VERIFY PRIVACY LOCK AS REQUIRED FOR EACH DOOR. BLACK.CONTRACTOR SHALL INSTALL LOCKSETS. A KNOB: #5068.102(OIL RUBBED BRONZE) - HINGES(BLACK):FULLY MORTISED 4 1/2'BY 4 112' ROSE: #5070.102(OIL RUBBED BRONZE) FIVE KNUCKLE,BALL BEARING WITH NONREMOVABLE - {� ,STON, ,T.y PINS. HINGES: FULLY MORTISED FIVE KNUCKLE HINGE WITH LOOSE PINS AND#1090 BALL TIP WEATHER STRIPPING.COMPRESSIBLE NEOPRENE WITH FINIAL(OIL RUBBED BRONZE) METAL RETAINER. Part Barn Window and Door Schedule 5�w:1/ -®, A—h.0 ' 1 o B• r z V PATRICK AHEARN ARoxTTTtar - IIA CemevnweMN Areme 1]WiBlvS MA Bmbn MA @116 EdgarmwA MA P.el]See.l]1B P.508.459.9012 F:e1].Tbe.2Tie F:505.m.5 www.patrickahearn.co In The Rehnert Residence — — 285 Seapuit Avenue Osterville,Massachusetts ( -- _.__�.__. —_ _____. .____. General Notes: ("� GENERAL CONTRACTOR SHALL MAKE ALI. J SUTHE REQ CTORS AND SUPPLIERS AWARE -- OFTHE REQUTREMF.NTS OF THESE NOTES. ALI.WORK SHALL BE PERFORMED IN COM- PLIANCE WITH ALL APPLICABLE LOCAL STATE AND NATIONAL BUILDINr.LIM 4 7 - SAFETY.ELECTRICAL O --�1 \ IBLEGENZO SECURRAC ALL 5ERMITS RESPOtS ,a6f1/ IBLE FOR SECURING aLLF WOW HROUG $ ARV FOR COMPLETION OF WORK THRWGH• in OUITHE CONTRAR DOCUMF]JIS. ROU TI ER MANTEL I THE nE1.DiF1E ENTIRE WORKTO BE PEW IN ---=� FORMEDTOVER DIMENSIONALRELATON- 5HIP5 BEFORECONSFRUCTING ANY PART. ---- -- -- - l ANDSHALL. ERHYALLP,epeaedCONOrt- IONS ANDLOCAT10N5BEFOREPROCEEDWC WIn1 WORK GFNERALCONTRACTOR SHALLBERETONS IBLE FORTHE COORDINATION OF DINEN ❑ ❑ IONALREQUIRRADES BETWEEN THE 'Z OFREQUIREDTRADES/ETWEENTHE WORK ANY DISREPANCIFS FOUND IN TH E PLANS — — _ ❑ DIMENBNTE R RIN CONDn10NSORANY APPARENT ERROR A PRODUCTSIFYTNC OR SPECIFICATION AS A PRODUCT.MATERIAi. OR METHOD OF ASSEMBLY ONO BE �Djt .I I ERALCONIRACTOR IMMEDIATELTiECEN WATERCL--- I A r' GAS IREPLACE� VANfiY T IS SHOWN ORSP OF WHEID.T E NOT AN CON TRACTIS SHOWN OR SHALL PW D.ESAGENERAL IT 6 KMSED MEAPTH NECESS RYFOR HEPR P INSTALLATION IFTT6 Interior Elevation 2 Interior Elevation OR PONCTIO O OF PROPEROWN ORSPON 1 OR NNCPLIE OF AN REIN SHOWN TOSPECI AL Beth FIED.SUPPI.D]6 IIEGEN RAL CO CIORS AL Perry gam Oi THEIR REQU TMIREMFNTS FOR THCOE WORKOF OTHERTRADFS,—ICH MAY NOT BE INDI- CATED.PRIORTO511BMITTAL OF FINAL BID FOR WORK DRAW WG55HALL NOT BE SCALED FOR DIMFNSTONS AND/OR SIZES.ORAWIN6 MAY HAVE BEEN REPRODUCED AT A SCALE DIF. ERENTTIAN ORIGINALLY DRAWN. Drawing Copyright: PATRICK AHEARN ARCHITECT.LLC AND PATRICK AHEARN,AIA.EKPRFSSLY RESERVETHECOMMONLA COPYRIGHTSAND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRA WINOS ARE THE PROPERTYOF PATRICK AHEARN ARCHITECT,LLC AND, PATRICK AHEARN.AIA.AND5HALL NOT BE REPRODUCED IN ANY MANNER NOR SHALL TH BE ASSIGNED FOR 115ET0 ANY T1DID PARTY WfTHOUT FlR4T OBTADJING THE EJORE�ED WRITTEN PF.RMffiION OF PATRICK AHEARN ARCHOER LLC AND PATRTCK AHEARN.AIA. Party Barn- Proposed Interior Elevations December 23rd,2015 ISSUE DATES O BIDDING. ■PERMR: 12,23,15 ■CONSTRUCTION: IM15 REVISIONS: O Date O Dau: ❑Dau ❑D$au'� �G J. 1 � No F o>>TON, A. ay v I Part Barn Interior Elevations sBat:,2=r•a' A-7. 1 1 0=ate z 0 PATRICK011IT AHEARN ATEROf — ' I I WC—A"' IT WinIN SUn1 Bmtan MA—AMR.rmwn.MA P.617.]86.1710 P.508.9J9.9J1T F:61?.N6.W6 F:506.959.6Df8 _ hearwww.patricka n.co In The Residence 285 Seapuit Avenue Osterville,Massachusetts General Notes: GENERALCONIRACTORSHALLMAKEALL sUeCONI1tACTORS ANDSUPPLIERS AWARE OF THE RF.QUIREMENISOF THESE NOTES. ALL WORKSHALL BE PERFORMED IN COM- PLWNCE WITH ALL APPLICABLE LOCAL STATE AND NATIONAL B—Mr.LIFE SAFETY.ELECTRICAL AND PLUMBING CODES. GENERALCONTRACTORSHALLBERESPOW IBLE FOR SECURING ALI.—IS NECESS- ARY FOR COMPLETION OF WOW THR000H- OUT THE CONTRACT OOCUMFNIS. GENERALCONTRACIORSHALLLAYOUTIN THE FIELDTHF.ENTIRE WORK TO BE PER- FORMEDTO YERIFY DIMENSIONAL RELATION- SHIPS BFFORE CONSTRUCTING ANY PART, AND SHALL VERIFY ALL Pray—CONDIT- IONS AND LOCATIONS BEFORE PROCEEDING T WITH WORK GIN—FILEFO THE COiACTORSTION F IMEN- IBLE FOR THE COORDINATION OF HE WOW TRADES SUBBETW FNTIHEWORK OF REQUINED TUDFS/SUBCONTRACTORS. ANY DSREPANCIES FOUND IN TIHE PLANS DIMEFSR)N5.-p, ICONDITIONSORANY APPARENT ERROR W THE CIABDYING OR SPECIFICATION OF A PRODUCT.MATEMAL OR METHODOF ASSEMBLY S-BE BROUGHT TO TH E ATTENTION OF TH E GEN- ERAL CONTRACTOR IMMEDIATELY. RECARDLES60F WHETHER OR NOT AN ITEM SSHOWN OR SPECITEO THE GENERAL CON- TRACTORSHALL PROMESAW ITEM IF rT S NECESSARY MR THE PROPER INSTALLATION OR FUNCTION OF AN TTFM SHOWN ORSPECI- FIED.SUPPLIERS ANDSUBCONTRACTORS SHALL INFORM TH E GENERAL CONTRACTOR OF THEIR REQUIREMFNIS FOR THE WORK OF OTTER TRADES WHICH MAY NOT BE INDI. CATED.PWORMSUBMITTAL OF FINAL BID FOR WORK DRAWING SHALL NOT BE SCALED FOR DIMENSIONS AND/OR SIZES.DRAWINC`MAY HAVE BEEN REPRODUCED AT A SCALE.DIF- ERENT THAN ORIGINALLY DRAWN. Drawing Copyright: PATRICK AHEARN ARCHITECT.LLC AND PATRICK AHEARN.AIA.EXPRESSLY RESERVE THE.COMMON LAWCOPY RIGHTS AND OTHER PROPERTY RIGHTS IN TIHESE DRAWINGS THESEDRAWINOSARF.THEPROPERT'OF PATRICK AHEARN ARCHRECI'.LLC AND PATRICK AHEARN.AIA ANDSHALL NOT BE REPRODUCED IN ANY MANNER RSHALLTHEI TH BE ASSIGNED FOR ISETO ANY THIRD PARTY WITHOUT FIPSTOBTAINING THE EXPRESSED WRITTEN PERMISSION OF PATRICK AHEARN ARCHITECT LLC AND PATRICK AHEARN.AIA. Party Barn - Existing First Floor Plan December 23rd,2015 155UE DATES ❑61DDING: ■PERMIT: 1229.15 ■cONSTRUCNON: 12.23.15 1EYI510115: ❑Dart. ❑Datc 012— ❑Dm�.��+IDa TA F a �0. 5 n Part Barn Existin First Floor Plan =c1/<°=1.O EX- 1 .0 1 o r�a• PATRICK AHEARN ARoxITeDT - I60 C=ma...1N A... 1]Win¢•r56eeT Rmmn MA M116 Edgurbwn.MA P.61].]66.1710 P:508.9B9.9B12 R V77.Z6=. F:5IR.,D9.90B0 www.patrickahearn.to In w, The Rehnert Residence 285 Seapuit Avenue Osterville,Massachusetts General Notes: GENERAL CONTRACTOR SH ALL MAKE ALL SUB{ONIRACTORS AND SUPPLIERS A W ARE OF THE REQUIREMENTS OF THESE NOTES. ® ALL WORK SH ALL B CON- PLLANCE PLIANCE WITH APPLICABLE LOCAL II STATE AND NATIONAL BUILDING.LIFE SAFETY.ELECTRICAL AND PLUMBING CODES. GENERALCONTRACTORSHALLBERESPONS- IBLE FOR SECURINC ALL PERMITS NECESS ARY FOR COMPLETION OF WORK THR000H- OUTTHECONTRACTDOCUMENIS. CENERALCONTRACTORSHALLLAYOUr IN THE nELDTHE FNTIM WORK TO BE PEW FORMED TO VERIFY DIMENSIONAL RMATION- SHIPS BEFORE CONSTRUCTING ANY PARE. Front Exterior Elevations Rear Exterior Elevations A"DB"""�`w"A""°�"`°"°IT IONS AND LOCATIONS BEFORE.PROCEEDING W—WORK CENERAL CON RACTORSHALL BE RETONS :Bit:FOR THE COORDINATION OF DIMEw- ZONAL REQUIREMENTS OETWEEN THE WORK OF REQUIRED TRADES/SUBCONTRACTORS. ANY DISRFPANCIFS FOUND IN THE.PLANS, DIMEN510N%P.po jCO FP1ONSORANY APPARENT ERROR IN THEC:AS51FYING OR SPECIFICATION OF A PRODUCT.MATERIAL OR METHOD OF ASSEMBLY 5 TO BE BROUGHTTO THE ATTEMON OFTHEGFN- ERAL CONTRACTOR IMMEDIATELY. REGARDLESS OF WHETHER OR NOT AN REM 5 SHOWN OR SPECIFIED.THE GENERAL CON - T CroRSHALLPROVIDF.SAIDREMIFIT5 NECESSARYFORTHEPROPERINSTALLATION OR FUNCTION OF AN REM SHOWN ORSPECI. FIED.SUPPLIERS ANDSUBCONTRACTORS SHALLINFORMTHF.GENERALCONTRACTOR OF THEIR REQUIREMENTS FOR THE WORK OF OTHERTGDt,WHICH MAY NOT BE INDI- CATED,PRIORTOSUBMITTAL OF FINAL BID FOR WORK DRAWINGS SHALT.NOT BE SCALED FOR DIMENSIONS AND/OR SI]ES DR,WING MAY HAVE BEEN REPRODUCED AT A SCALE DIF- FRENTTHAN ORIGINALLY DRAWN. Drawing Copyright: PATRICK AHEARN ARCHITECT.LUC AND PATRICK AHEARN,AM EXPRESSLY RESERVETHE COMMON IAWCOPY RIGHTS AND OTHER PROPERTY MOMS IN THESE DRAWINGS THESE DRA WINCS ARE THE PROPERTY OF PATRICK AHEARN ARCHITECT.LLC AND PATRICK ANEARN AIA ANDSHALL NOT BE REPRODUCED IN ANY MANNER NORSHALL TH BE ASSIGNED FOR USETO ANY THIRD PARTY WITHOUT FIRST OBTAININGTHE EXPRESSED WRITTEN PERMISSION OF PATRICK AHEARN ARCHITECT LLC AND PATRICK AHEARN.AIA. Party Barn - Existing Exterior ® Elevations December 23rd,2015 ISSUE DATES ❑BIDDING: - Right Exterior Elevations ■PERMIT: 2 123.15 Left Exterior Elevations ■CONSTRUCTION: 1229.15 REVISIONS: ❑Dau: ❑Dau: ❑Dau: ❑Dau: ❑DRu: G y S 6pvEi ON, MA i r Par t Barn Exi5tin Exterior Elevations s�a=:1/a.=r-o' �-1 .0 1 D11 L I • r o I ¢2A Foundation Certification in Osterville, MA . Prepared For : Geoffrey S. & Laura A. Rehnert ` Assessor's Map: 5 Lot: 67 Baxter Nye Engineering & Surveying Community Panel Number 250001 0018 D Registered Professional F.I.R.M. Map Zones: RF-1 Overlay Districts: RPOD, AP—GP Engineers and Land Surveyors Plan Reference: Land Court Plan 34636 B N Sheet 2 Of 2 78 North Street, 3rd Floor Certificate of Title: #184,943 Hyannis, MA 02601Phone — (508) 771-7502 Fax — (508)-771-7622 Owners: Geoffrey S. & Laura A. Rehnert Job Number: 2008-007 Scale 1" = 30' Date 1-20-2011 D.E.P. File #SE 3-4794 = 00 N u7 O Z RETAINING �!� �o�`A s' U WALL 0�F ° 0� 3,rr Aid. QO BENCHMARK: i NAIL SET �P / EL.= 7 77 Go EASEMENT NGVCIO �h 9 RETAINING WALL EXISTING CABANA 8� FOUNDATION h� o �`r T.O.F. = 25.6 (NGVD) (LOCATION DATE: 1/19/01) � 1 • � I � 0.6, ;ti • Q EXISTING ^� 0 y 1 SILT FENCE 261,g3. � 1 N 78-10•11„ W � I t 0951007-002 N/F FRANK. B. SLOAN ✓R. & BENCHMARK: ELIZABETH T. SLOAN, ET AL CB/DH FND EL.=21.02 a NGVD 30' c n c 3 _O � � h N C; t a a i c c i cc c c I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON IS 3 IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK Of REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED �1M Q WITHIN A SPECIAL FLOOD HAZARD AREA. �P U_ THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. . s M a -No. M74 V. cs1 -Zo — i� Ti l REGISTERED PROFESSION AI�AND SU VEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE c c c c • ,;1 r,=�'�'=' : '�_='' .'_.: •h-, ` 'ram - GENERAL NOTFS: H U ra Ir10a W iM6 PAW 6 RI aua PROP=WOAI AI iaa6 D.E.P.File#SE 3.4794(Pool&Cabana) pt :�aCUBAwAt6 aaNw� her/ I 7 4` Lame a 1m s u Aum mwt rAAu srn-e s mps 6 un a AT uw muar Pw e7xe-N tmn,ns ar Tmr:wAlu � q� PM61VAfP1I'.WF I�/IST 5.WaG A H1Wmf' TEPHEN ti COAST.6AIw(Tow a srATq x� �„-,�•,.S�.�P ,a lr d;3 KOCK NA ONlO , 11 PFNNm¢neWuw:_v Allf COMMUNITYIrNn NO.mom m,e a A fE1 euoruw:n�Ev.awpwn) en No.30216 . / �•' cal mac Nlaw,TOM .p IW" .•A ) o! ! 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(c `` J -' - I Geoffrey S.bF Laura A.Rehnert �, rx � �. "+v °�.P`/ r o- k= ' QC� PRo,en eENCHMAaM ma '`La'`, 1'se1� \ g J/ `-�r a -i` _ i _. ti, Septic System Plan•Proposed Cabana,. A( I( '�`,,`r/M .S `,O, \`.! Y.. i i s ` RHa00]EI:nRQ,S q• „a,E, y. , Studio&Caretaker Cottage AIA ak _ '.` a,.` �� m, BAXTER NYE ENGINEERING&SURVEYING el ALL AL ed '',,� '. ,` at.:�u+ t B 8 Y. ,, �\ ' ''1` ^%J/ Re iswred Professional Engineers and land Surve Ors Ak . . F tel.sa:,rloi}am'rm ``' <.,. ' .N �b 78'Norfh Sweet-31d Floor.Hyannis;Matsachusells 01601 - > r/� }(( _ N pia I 1 :.� 7 ^' / Phone•(508)77J-7502 Fax-(508)771-7622 - - �t r1IA 1 ass/uu-� Ak ; wp 20 o 20 IO ,�L1'; Ixmu'BSOAXR`` SCALE IN FEET . ' da.1 MT.soot r7 Al I ,� SCALE: 1'=20' • k !AL AL - / 1 Septic Permit#2010-0SO 9 '� ua °` „ m -i I i ` v ,a <3.9 J� Issue: 11-19-2070 x AA' iry w v m _ `V �MCNYMIC �I ®/T1N m 5 co- �Yi. / o 647E 11/10/10 N6 LINE HEARING DISTAN(:E 2t ;• Pmv>m SAID.GHWTI!am,Ar= C-1 U N 1.•392H•E 1,.D0 S KE DETECTORS REVIE L2 N 10*13'3A'E 15,95, 4,, m ; °" REUARMs qqq FF - DURING 0:2008 20 8-007 sane rorksnt 2008-007-SEP.d u r% J C 111 CARBON MONOXIDE ALARMS _ FIRE DEPARTMENT'.` DATE MUST BE INSTALLED PER BOTH SIGNATURES ARE REQUIRED FOR PERMITTING MASSACHUSETTS BUILDING CO® 1.ALL ENTS SMALL BE INSTALLED IN OM TYPICAL S1S1GM PRO lLE TITLE V OF THECSTATESANIT�OE DATED APRIL 2r1,,2006.AS WITH lion TO Br-= AMENDED THROUGH THE DATE OF THIS PLAN,&ANY LOCAL RULES& NOTES: REGULATIONS APPLICABLE. 1.ALL MATERIALS SHALL MEET H-20 LOADING REOURLE7ENTS 2.ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER.. SET ALL MAIIQE wvm TO WRIn 6.Or FNS11 GRADE [6mC WALK-am. USERS a YD.ETLB SHALL BE HMERD]R . J.WHEN CONSTRUCTION 6'COMPLETED.PRIOR TO BACKFO.LINC,NOTIFY THE BOARD OF HEALTH AGENT ANO ENGINEER FOR INSPECTION. FOIISHEO GRACE tVa ANX-77.0t . aNr 4.ALL SANITARY DISPOSAL SYSTEM PWNG i0 BE 4•SCHED 40 PVC. �fP491 O,A¢-Tm UNLESS OTHERWISE NOTED MERLIN. . w aP- -a2 Y MmM. gnaw au¢-24L-2]e O'(mNtl Ca a 5.EXCAVATE UN CE OF MATERIAL DI NOTED, EA THE•C HORIZON",FOR �.SON 40 "•'` 5e•(e,m,)Ca..r A HORIZ DISTANCE OF N SURROUNDING THE LEACHING FIELD,AND REPLACE MAIM GIEw SAND PER 310 CUR 15.255 TO ME TOP ELEVATION W fX6r Y(ID EE IEYFlI 1 �i �C��oMN(1� �� Of THE SAS. ' e1V N 279� YN 14 ,. aR.216 - <'SCN 40 PYC 4.Ou PtC_L— - n-`S. .hv PK TEE(11•YRL) ]• 6.INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN I yY GA5'&FiIE uN N-21.6� ' wuP \ J'OF COVER. OII-21.e RDKORTD CONCRLIE BATTLE BARLL e•C16191E0 FLS OwTtd t..I ..f •-r:,-,�_ 7.THE SEPTIC SYSTEM DESIGN GOES NOT INCLUDE GARBAGE GRINDER. . STORE ONE RASE r_ •1 8, .UmOW THE CONTRACTOR SHALL CONTACT DIG SAFE(AT s•�m ^...•.,,.:i t..•... W-lO• LEC tR.0 _ T-888-DIG-SAFE)AND UTILITY COMPANIES TO LOCATE ALL CasnNC - SIaM[ 5 14N ttwtmsTOY UTILITIES,AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION..THE >......:•T..r. - LEACHM CHAI91(FLM OFFUSCI L4) �w Oa.t4.<1e. omw.e o 0..110 CONTRACTOR SHALL DETERMINE THE EXACT LOCATION,BOTH HORIZONTALLY 7W(-L•g ARTMW SEPTIC Tp�( aSnI1WTCN BOX lip AND VERTICALLY,OF ALL EXISTING UTILITIES BEFORE ME START OF ANY (N1-20) WORK.ME LOCATION OF EXISTING UNDERGROUND-UTILITIES ARE SHOWN IN M•2a) . STS.10-15 THIN&RITE OR EDUA HEREONAPPROXIMATE HAVE NOT BEENMIINDEPENDEMLY VERIFIED OM ER BY THE OER OR ITS REPRESENTATIVE THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE.UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION,THE CONTRACTOR SMALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN.AT UTILITY CROSSINGS,VERIFY IN FIELD THE LOCATION INVERTS OF ELECTRIC.GAS.TELEPHONE&DATA/COMM AND RELOCATE IF .CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION.THE CONTRACTOR SHALL PRESERVE AL UNDERGROUND UTILITIES AS REOURRED. .. S.THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FOUL LAYOUT SHALL BE AS DETERMINED ErY THE APPROPRIATE UTILITY COMPANY. _ K9rD.5TOE ,2' nm r�IO Y• ,R. , � BX,TTe 2' IkA OF MgSp�AF >y . s „, , ti w,r;.. 2' T- A o o ,ter G SITE_HEN G ' r7rEc Bo•m r` c -SSirkP# IT "' L ¢ cJi C f Af• m 52' •^'E 0 K . ..t „,._..41.,,, ., _ iLSON J p r _, ..-r Septic Permit:#2010460 U NO.30216 PLAN OF hued 11-19-2010 Q / " PRECAST 15ACLFINC CHAATRI:TtS. CONCPPFR .RACHING CHAMBER DETATI..- GO / NO sr..LLe S/ONAL EEC . DATE DID/2DD ' = WNSTABL E mE Dwn6 •" ^ SOIL EVALLNTOR: - BOARD OF HEALTH AGENT: 285 SEAPUFT ROAD STEVE WILSON. P.E. (SE 12622) RAVE STANTON.R.S. OSTERVILLE,MA TEST PR T TEST PR 2 TEST PR.3 TEST PIT 4 PREPARED Fat } 1 7 G.S.E.'-24.03 CS.F_ -25.0 G.S.E. 25.0 E.S.E. - 24.2 Geoffrey S.&Laura A.Rehnert D�L®3SdLE B&A1IT 0 0 •0• FILL FILL TIRE . �A � RESTE>fla�ns PRORISm O Ar RGoR AT rARRNm6 oomGE N.2 2. ° J. ,•" J- Septic Detail Sheet-Proposed Cabana, NITROGEN lame 1peTATIGA TOWN BRONNf2-WASTEWATER DISCHARGE GPITA IIWER ANOx AT Fuel? 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' ROW OOTWORS KIN V SrOE IYIOENL<TH(r DRICOVE DEPTH) SCALE: 1•=20' WITH 2'W E ON ALL 900 _ C:IOYR 8/1 FINE-YETI. C:IOYR 8/2:FINE-MLA C:I=8/1 FINE-YID. Z:IOIR 7/1 i� - 5 SgEWA1 AffA 9.ASP.r DEPTH: 240 Sr ITT• SAND 138• SWD 144• SAND. 132' BOIIW AREA. r5)'. 418 Si TOTAL OTECIM UEAOWMG AM-- 656 BF S - NO WA70 OBSERVED NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED DATE: 17/10/10 SEPTIC TANK=M 440 GPO.200x-WD GA-USE 15M GALLON SEPTIC TAM too COUPARTMEIM FIRST COMPARTMENT.1000 CALON $99 SECOND G0MM8NR"-.Sao GALLON A - R i s4 2/p/1 F sate.YA¢TADt mRc[ C- _ - C mrtrt Fear N AgEI f&1 1 wa[Pwam M sa LvruMaN tAuautw ND BY DATE REMARKS. tN I OfD n)IT, a OtiRa n PRR2elM<Atm 11UT M AeaK Wr K fJw951Ofr 1J M KYtl®iP.m.'-OW1M14 WAITING AM 008 2008-007 su WOrksht 2008-007-SEP.d � 1 I t N �N r ---------- -- ------- te rt rd ,9 jil e 1 0o i n O � 0 0 O- I 101 8 Ipl < S S (: asvc r.v n' rnP Ir•vltc m :y I� I 1 r I I O� y I sM I �ra• e'.to• 1r.c PT a o I I lam- —4- - I O v - I MR, L 8 I LO L I . 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S 1 DC C._.I I..�� 2-\ ��`�fi' STEPHEN � � �UANI A1:LYN g/S,C � U i �''x---1 �- F TzJw�_i o r WILSON > Y y k a 1� r��Y r'� L J �.�'>� -C�->cr) l � �►�-� ���,�� l I L /� Ll. ��U c �Ji No.30216 -� isAM m U5� 2 >r'�r_1 C �L. c �T1C. 1-►1C, c.vlL i i c -Z Z1 S AC z ,5 P-10 aw 61 l --l' - ------- � - ,-----,--------", --,- - --- ------1-1------,-,-.------ -- --------------------1----1-----------------I-I---,-,--1.1--,------".- 11 . I- I-- ------------- - ---- - -------------- - - -- - -- - - -- - --------------- -------------------.------ ---------------- -------------------�----------------- ,- - �------�..-------..--"�---,----------'',-,-�----","---,--,--- ----, I -- - --------------1--11-1---------,----.---.----�--.-,-,-"----�-,-----'--,-- 11. 11 ,- , -------.---------�--",-----"--�--",-.---- ,----,�-"---,-------.�-,----�--,-� ----.--------------- --------------------,--,----------�--,- - I . - I 11 . I , : , ---- � I I I j� . I I � : I i I I . I I i I I I . I I . 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Vol - iL��.�mw;z 9��*o .,�� - �::-:]: � , �11 I � , �.': ...W. ::: - " .1.,- -I' - � . ,-/ , I :. 1.-1 . ..'��:.. , . "'. � ,;`..�O.:>:.i�,:�......;o.ii;, , . - . . �'. r W. 6 \ , �4,i: '. ..- � T-,,,, ,-,f,-��, ve -%,,,�- . �, SO. 0.1p �;:.�.,: .�.�q- . . . .1 I 04. d. ., --11��, 11 -1..". ....',11 .w -"),-:-:�1. � - I . 1. ", I i *Ix - . , . , . . �.;;. g%:>:�:,i;',.x,:-f,.:>..:,��'.. , M . -�I,,III 4.) ZONING INFORMA77ON I , . : W j, 19 - ""' I , : ��:%;//. �:�,:.:. xwl�fl- .. .w ., ... ��, , I���`,1i - - , - , - , - , z I I Ill 0--,� , F % ��, ,.�I�4,.e,f,�,':,��!,"":,", - �, I ..� , � au 13- 1 1 %. �`Q,"'..., . -�n- " ,..: : 11� \, 0 1 ZONING DISTRICT : RF-1 (Residential) I z, I -i . 17,5 / % . . LOCUS MAP I Scale: 1",= 2000' MINIMUM ZONING REQUIREMENTS: .. % I �,0,5" �- /7/�� I, I I 1,11 I I I MIN. LOT AREA = 87,120 S.F. I I 1?�, I I 'Icro I '' i ,r",I - \ I :,F rok" � ,,I � 1.'I.�", � I I MIN. LOT FRONTAGE = 20' .1 "I 095007-003 1 1A , ,� I P",-'I"%.1<-, �� \ � MIN. LOT WIDTH = 125' 1 / � , ,,./�,��; , I I " / , �, '"' �1) I -1-Ir A( F �5B-1�; ;,� I I I , 1;k e�,-,'- �1 I I 11.... 111� -11 IDA VID B. BREED2007 TRUST � -1 ; �11 \ " I . L MIN. FRONT YARD = 30' , �11 11 �',`�, ': 1, DA WD B. BREED, 7R, -- . 11 I� I," ,,; " I I - I SIDE & REAR YARD = 15' /MAX. BUILDING HEIGHT = 30' : I(i �,> R-iOf)01,")�,:N�'�',R�),,",,.,',,S I . .1 I ,"I I , b" , I I 11 � "I I I� ---�- �, 11 ,�11 �� � CertirIcate 1202592 I , . 1: j .� " '--- 10,0. 11, . " OVERLAY DISTRICTS: 1 1.17 .1., e' -"", - � . I - � f 4 Z/ , , li � I i / . ?I , , <� ,,�00'0 G,A.� " A ",� -11 - ; ; ,�.-'- , - I I ,'I--.I ,- ;? I I - ,,, ,/ ', 1/'11 "A." � \ I RPOD I I ",-----,, Y� """ LJ11-A(','�-J` P�i --- I /-...... ,-;,- -', A � ! � --_� � � ""zo, Z., " I /1-11....I 'I", - I,...-�-,,,,, AP-GP , ,,,-. " k, "'-", I -,-�,�-,, I . �.---- I LEGEND 'I ,.,,.-"A\" \,'. . `1 � - / ` --",,,-,----/�, \ ; >1-1� \ PA, 11- , I x 1 5,A , 11 I RHfODODE.NDRONS , -,/ -,,,,,,,� I I I I I'll -,/� \ %I I �/ -", " I \ I � "" 11 101 \ ""' I , 5.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. IF DETERMINED I 1-l"', I - x-",R,,,f�,,----- � I/ I-, -, � i x/--'111,,-�, - -,"','a, , "'.- �. 11 ,,'X�-;,- , � .10 .',8�, ., ,.,\ I ,,a, , , "I ." 'I )I-.- I : : . "I I A 1/10 CB/. DH\,F ' �..... Ej "I I ,�D \ //- � BOUND TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. --/ I "I'll, , ,.I I I \ \ I, . "..I., , "I � , "', ,,-q : -11/1, V-1,>Ie- : - I I , \ ,� ---:.�V%l "" 11, .1/-,,, , I \ I ,,, � I".-"11;�- \,,,,,,_A, "I 11\ � x 1, \ LIGHT POST 6.) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD � ", E "I'll", : I I- /�, \1 1,1, I/ INFORMATION CONSIS17NG OF PLANS AND DEEDS. \ZO)V, \ 1% \ ,-,,-� --,�-Lp , I I \ . \-,,.__Ix , \ 11 ; i . , I , \1.--1/\ , \ � / ---,,",,-,. ,,,".111,... ER ELECTRIC METER I I, %, % \ "I.- \ 1.�,, \ \ 1% Ivr/,. "I \ " �, /1",I ", , I ,., \ \ \ 11 � \ I\ "�-- "", "', , 1, ,��'. ? I I I I I "I'l , \ t 11 "I, "" \ \ -;-, \-'11' �, X I"'-�.-. \ I,--, / `>", "- - �27�4 \ THE SITE FEATURES SHOWN HERE ARE COMPILED FROM D(ISTING PLANS PERFORMED 13Y i \ I "I "I " "I ,\-"--`�','.._��., � I ; � . I ,\ �, "' "' I 11,2 . . \ I � I \ 1.1"111. \ \ - ,,, �,-,-A. ', x ., z - OP HYDRANT atM NYE ENGINEERING & SUWMNG BETWEEN 2008 AND 2014. : 'iI . \ _,,/.,,� , \" � " -1 - __/..,.", "' � I", I -,,.,/ " \ I \ ,I I .x j �1. "I I- /., ,/,-,;/7 r, ,x I \ I., , I ; "I 11�11 � � 11.1 \ _,/,"-;/,,,_, ,,, -/- I \\ "I... ; i 1, S � %` "I \ , 1, -1-/ �, I I % -1 I �111111, \ \ I I , I I'll I., ", \ I � � - -"a \ \ ", " /- ,,1,17 � \ 1, � \ 5�2"', 11 .��� II I '� 11, "s \ ----" /11 I ...11-111. El IRRIGATION CONTROL BOX I ! ", "I I 9�2'," 1 66,2 'i , , -,"". I \ \ " 7 I \ ,, X :, I I It � I \ 11 I 11 ,-111"'31 I'll \ � , � , �111, \ �,, � , . �, , , ". tf- I ,I� ,,/ , / " 11 , � , �6 , \ I , 11 . I. �, �, �1� � %, 'I., '11.", ? '-'f,-.,," , ,X, " x'3 0,4 7) THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE X (UNSHADED) AND : � , 14,6"11\ " � � , 1 7 \ `-- ,�, "- \ 11 ----i5---"', � I ",',,,,;' / , ,", I 11 � r, % � , 1% x� "I i x 7 " 1, '. I",..... '� I *21,7 '� 11 �, ,,�; / \ : ,,\ I , A M " ,� '11, \ , ; /I I ', , � 1, " f ZONE AE (EL 12 NAW), FEMA FIRM COMMUN17Y NUMBER 25001 0544 J. EFFECTIVE 4 , I'll ,'� ;3�1',-\� \'11. , 0 MANHOLE : S ", ,"I \ ". X �V,o -, ro "I 11 11 �, \ \ V " 11 DATE JULY 16, 2014. '� -�,3 ,,,-', \ ,\ �, '� `�`//,- I I'll \ "',%f"'..'�' @ GAS SHUT OFF , ", \ ,�,", , I . I , -- - " , \ , � \ , "I-- � / . , `�, th. I , \ \ D....EKO X < "..,.... i . . ,,, ,6 I f --. ,, x I , , 11 \ ".. I I ,-� I I " ,�, , 11 11 �/-. / -�/ , "' � I :) I I % , X,,% "'. ?<-` \ 'l-,".. '11, % _",---,-, , , , ,,.", \ 7� VO, �, I'll �, 1,,�� " I I . 1.11. " i,j'-;� I \ , . ", , , "I I M G,AL I q;f N, ',, , ; �Sl I \ .."..., "I I I \ "- :, lk -A,%, ", , \, ' L ; e -- 0�� I \ . ". a;;h GAS METER , " " 11, jj� - ""� " - w ", -, 11 1-10-- ". ;,, , '11� " - V". "., % . " % '1- ...A� � 1� i I - , - WETLAND DELINEATION BY LORI MacDONALD OF BAXTER NYE ENGINEERING & SURVEYING ", �', � �, 11, , .., , � \ li�,� \ '� --`�' / / x 27,7 � ,-f \ '\111�� ----- \ .\ � ", ; 11 "I \ � x 27 ;�.: � , \ ! )1 ( . I :k 0 "" \ , 8.) ENVIRONMENTAL INFORMATION: " �, \ \ . -�'/ , I�1-1/ '. , / \\ \\ I'll I, `� "I . P I ," I I,�� : '111, I'll - \ \- _Zl� - '11, ,I., �� 1111, � /'", I I - 1',K"' I 11 � 2 �� �" Or \1 � I _ "... . A'.11 op'o, I " I I - -,"'. 11, I , 1. I , ,', . , 70. FEBRUARY 20, 2008 j , '% I. 1�1�� -,�7 , --j \,,. �, � ". . "I, 1�," 1, Y'L-', � ", \\ \\ I " I I , ,27,5 " N- L G SEPTIC COVER I �3.,,, \'. - 11 I , \ .,0 � \ \ I I ? \ �, 11 , -, ,/1 �,,, 11 I , -,Q 0".5" 11 :�, , 11 / / I I "I 1�11�1 5,11-1. ". \ 111. j� , I, \ " , VS) '1�1 . I . I . ,I "' , , $ �� ,--1-1,/ /- ,�, ",/ /I I . ;` " � �/' I 11 'I'll I "I, — 1� - \ \ \ \' \ , / ,/ ,�. / \ �' ,P � I ::1 1, \ � \ \ � � \ "I 11\ \ �� , .� /' �/ I I ", � E ""'11-11 ":�, I - SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). )<1 i ,;" \ -1111'. \ I� , <,\ \ w — WATER LINE ", , 11 -3r r/. "I \ \ I 1> -, -, I w \ \ \ f i I-` I ; ..",,,"27,d, . i - � I � 'W".", I 1, 1. &.I " \ I �Z -1 , '1�1, 11-11, e SITE DOES NOT APPEAR TO BE WITHIN AN AREA OF ESTIMATED HA131TAT OF RARE WILDLIFE PER , . .. I ,/ , I I'W,-,r� `1`1:;`1-,111' * I �8 -�� , ", , %, ,1,� , " / - " '2�8 ')< i/,. ri,, \ \ \, \ \ I `- 1 ,3 ,,.' \ \ " t x :�,,),,, \ "I \ �, ; - I . )/10 \ � i�, \ I \ ,/ " I I .. I \ - I i . . , \ � �-�, �. � '.. I , �", /-`---� '\ '\ , ,/ 'I'll , I ,)!,.;,� G'W ,j I'll, "Il. I ; -- 1 1121' ' 1 , 1� I 11 -, 1� /) r t 11 , 11 ....", MASS GIS NHESP MAP JANUARY 7, 2016 *ESTIMATED HABITATS OF RARE WILDLIFE " ; ,,, ,/, \ . " , , % , 'y- , .......� I , - I /I - / I , ......��',,, '11, -11, . I Y'11,11" � I ", \ \ F , ,,�, \ I \ )f. , 2' - � M M, I I "I". x 10"6 * \, 11 III. \ r-A % . \\ \\x ...�,n \ *� -- , � I \ I FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULA77ONS (3 1 0 CMR I 0).- I I i I \ \ IM ); I S, ?"!-"[,;% / 1.1,111", . I I ", ,2 " � \ I , �� W ',, . . 11 ULP U , 11 � " "-`-,�---�., i "...,'. I\ I 11 �," "I P, � \\ \ \ "I � I I -` . �,,� \ ,", -SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP JANUARY 7, 2016 .1 I k"", " � . , 111�', � \ 1�1 \ " " \ \ S. \ 1�, 11\ \ ,-� .h 1,; /� , ; "111, """"y�,;' ` ? I ) I \ \ . 0, \ I � / \ �� 1, " . I" 11 \ .� ,/ I ...2A I'll I ."', , ` - - �I 11 ;"".`I--, \"I - "' Y ,,,, -- "CERTIFIED VERNAL POOLS." , , .�w 0 " 'I, \ 11 ; � --`��-"."'.."I" \ ,I � \ I , f "t..),", / \ ,-.:` 'I'll, I I �,, /-- I I I 1, ". "I , % " x-i�,,�/".,,, � 1,111,11, <,,_I(,`.,-,' , , � I " �11. , I , , � 't,�I, / I .�/ " ", N<`\-,,- , - \ ,\ S,I ), i � / ", ,--� -1�1 : "....... (I" \ \ \ ?- .4 1� I - ! I"".. .1 ,/� l 4,� "'o � I A "�.<z",> e SITE DOES NOT APPEAR TO BE WITHIN A PRIORITY HABITAT PER MASS GIS NHESP ; , 1; i ; � -, 9,1 ,., "? R'�-10�",e��-,,,E�,�,V,�,'r,,N-,�� ; \ 11 � i R � \ "', A)" -K I I \ , , �� -t ws, "", ." , / `11,111:1 i : `--.',�< ",,� "I I , , ?,-�X, I . "I - , , I "I i I/ �, ; �. �i \ 1,"", I --,� I MAP JANUARY 7, 2016 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER . i , , " t'. % � , I I I Y, ''I'l I .. � I I ? p��! � � i K'-11K,1.11 , � \ \ ,I" "'.,I 19,()� � � "I I I I / / I."I /I ". " THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10). I "I " , " \N' ,, "I - I / �"""j�',, - I., \ "I"" \ io."I , �/ f / ,,�--, \ , -� 1, 1% * ",P / I 11 L I 11.1"'. --,/,\ \ %, Y, "�, , ? e \ , '11� , i I \ .. \ \ . ., ,� >r. - /� ? ; A; ""'4p., -- � ; � .. ". z I.,,", -p ppl "' � / 1� --,, - w --l".", I \ I I " V/ f /Z 1� / � \ "'--�^--A` . . I � 11 � I i � I "'.1,1--111 - S17E IS WITHIN A STATE APPROVED ZONE 11 GROUND WATER RECHARGE � \ ". 9,4 \ " '% � . ; i � / / / `-�,,, ',.4, .1,......I� . \ \ . I ,�,i,�,,,,�... I i 11.1 I., x ,1%�"i I" � e ,,�. �,�/ / "..," PROTECTION AREA. i , "I", \ ", \ � X./, �:_�-� / 11 te,�g � / / / , ,, /I/ AV - " \ � \ 1 x,%12,�J, -,,* , " " , . - i , 0 ? / / ,�%"I" '\ :I I -, � ". I , , " "'P-/,�, F11, I � ,-� I . `� '�2,2 .11 .. ,,, ", \ I 1% 7.-5 P. , ; "-X11", , \ 11:11 - \ , \ I 11 I-, , , "'4 I I� I %, � � 11 \�:"I", � / ,�-,x", , I � : -,.', "I `I '11, , --�- I 1. '% ? ,X"','.,,,,,,,, /-1 � -.11c,", I / /1, ;/ 1��6.1 , �,,,, -SITE IS WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY (BOARD OF HEALTH "" '�' , ",* '. ",--,� 104".", \ � � ?- 1< I " . i ";',,,, / -, " � `,�, X 1,3, ` I , <, I - --/0 I `111,, ,z,� , , I \ , ,j ,� � \ \ 1\ "I.,5-4 % "" I '1� I� ., 1, -..".. /I.11,11"-,',^.,.:- I ',�,.,, "11, " I ";,--f REGULATION, SECT10N 360-45). � \ \ � / ,,� .. ,�', "�� , 1 27 -,�"""' ". I , , ,I 11 1� "I""."", �-,, ,,"�,,,/ e,zi- I ! \ ", \ \ I 'll \ . 011 I , � .� 1, 1� / "11-1-1.. I "'j, \ : I 1 , , , , I � el I � I ". 1.111." I.,% . , , , � ', I / ,w/,-z, I 4:'\� V�' I ,I.." - \`1 I / " \ I I - \ \ Ns�-, , % . I/ / 11 "I",�,,-'r., :', " .,,".,",I I � \ � k. 4, , � '. 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F R , '.. /-,. 1, , I 1. � 11`�// 11 ,,�V, 1 11 I f, I , p I e THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE : N��,, I'll \ �, � '. z "', 1, /,y , 11 ,I, � , // , I , " I , 2 "' I 1(� /I I I ", II, ,�,/., ., 11 -A,, / I � 11 � � , I I . � � I - "7 '' I I I I 1� I -:1 I I I - , )/1- Q I '11, \ I\ � , I'll ,\, \ " ..O -w", ", ,"I " >// I I ", I I ,X, "", -11 I , . - I ", 1;11,/X1-1,3 - 11 I � ALL EXISTING UTILITIES� AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF � , I I , ,/ I ...... �'?� -%-�,,� �- --�-'' I -", , I --> /I r�,,, 1, �,", - � ., - � , , I - I " I ,,, �- " � ,� I - , . ,�,�, "I,-�, � .,,� �11- -.�,I.-, 1," -L�---�� , �, - � . I - 1. , -I" ' " -�"n-� � -- -t 11) 1, 1� lf� ,, ..��x �--":zP --, , , ,�� 1� " I , , - . '�'-" ."- � - - SH AN AWRO MATE , i , " -'... -" � " , � , ". 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" , \ ,,, ,'.tp V P/� "'. � �xl / " �, \ , / , ; INFRASTRLICTLIRE AND UTILITIES EXACTLY IF FIELD CONDITIONS DIFFERS FROM PLAN INFORAATION, THE \ I " '4. 1 1 wl", \ .", ;�� 'I.,... V", ", , \ I, 1,",,,,,. . '4 1 /�, \ 11 . .,-k -/�- I, A" I 11, I �X,l 1,11-', I I , , 1, ., 1� I '. ,,," I \( x 2 9,7 \ CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. � � \ \ \, Nl'�\ I I I , .1 �, . -�,, , �, \ \ I , � \" ,�.,.111. ,�-� �� 1, "I'-- � ... I � U �j W-�A I , \, I -% ) i�,. """ , ,I. " .N . . '?",'. ,_ , 27,4 1 , ", : \ ..........k"', \ � % ,/I 11, / , � \ -11. I , y 9,14 \ \ N 19 \ x a,p I, . �,I 1. ,� - � , I 1, I -, I \ � Ido, 12 1 ", - ,,, . " " , I 1. ,. - ..", �-�,,�/,. 1 �6,�l \" �� I-, \ '\ I ,.... 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Z, 'I" ,,,"I�� . . � 1/11, . 2F � I : .-- I 1, " � , , ��" I 11 �, .., , �-,;� I ,., , , 1, I, \ \ . .---11 �11 , w1// ,I" " , " I I i 11 " I . I 11 I � " \\ ,\ . . ." ,I 11 11 .% X� , \ ., .,!, , I, 11 I , � 11 f�, DATE' 4/01/201 1, INSTALLED BY BORTOLOTTI CONSTRUCTION. COPIES 013TAINED FROM z \ x,F)�,�,, ,\ I , � ; ., , //� , , "" 1, ,� " I . "�""�."'. I � , . "" \ \ %, I. ........"--X� ", , \ r k,�-, "".I", I I /I Wtl � I I ...... 1� THE BARNSTABLE BOARD OF HEALTH. � , \ %,11, ,,,.\'x0,`,,, , ,... I'll 1. / I I I I I tv, " .. \ \ \ I I�-q., I �,�.,,,. , "... I . ,,� 11 11 .11�. ;I - .." I 11 � 1 1$ 1, 1; I , ;/ I \ " I , \,`�,��'\, "I" I I I , , : I � I i % %, " " 1. ., I I � , " "I I I NS�111 " - 13,� "..., %-,� 1,., `� " ,. �;kll'- 111."', ... '�, I ; � �4 / �, V, " \ �> / I . . � x � W, . " 2 7A, - , �" I/ . I "'."'l," . . 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File tSE 3-4794 (Pool & Cabana) ! 0 1 ,. i � : 0:\2008\2008-007\CIVIL\PLOn2OO8-007-DM.dwg 9 v - I � I I , , , , I I I I I `�, ! i 1"'!! 00 I I 0 � � I I I I � I 0 � - 2008-007 (N I I -1 - I I I 00 � I 1. i 0 i 0 :: (�L I j t I I 11 I ---.------�-�-'------�---,---,-,- -. - 1---- --------------- --- ---- - ---- ---1 -I,-------.- --_----------.- -- ------------------- ---, -- -- - - - - -------I---- ------,---- - - ----- ------ -- - - I-------------- -------- --- -- -- - - -,--- ----- --,-----------------,---,-----,---- ----.------------- -----.-___- ---- ---____-____,__._____- ---------- -- - - - -- - - �-",-,------�------------,—�-----------�,--,-, -- - - D.E.P. File #SE 3.4794 GENERAL NOTES : Order of Condition Ei*w 2-Z 3-2 0/Z CONSERVATION NOTES: ;' 1.) THE WENT OF THIS PLAN is TO MA PROR06ED NURK AT LOCHS 1. NO WORK IS TO BE DONE UNTIL FORMS A & B ALONG WITH REQUIRED '' 2.) LOCXIS AREA IS COMPRISED OF PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. • 0.9 BARNSTABIE ASSESSORS AMP 095 PARCEL 007-001 '�• 2. LIMIT OF WORK TO BE MAINTAINED IN GOOD REPAIR UNTIL LOCUS IN LOT 6 AT LAND COURT PLAN 572" COMPLETION OF PROJECT. LOCUS D LOT 8 AT LAND COURT PLAN 5728-H FHo CERTFTf,AIE OF TITLE.- 184,943 COASTAL BANLK (TOWN a STATE = 3. OZONE INJECTION OR APPROVED EQUAL 91ALL BE USED FOR POOL DISINFECTION. ���,Q t�•`a o��� r , , k ON�I�e• &IMPLICAW: GEOFFREY S. & LAURA A. R�RT • ^ n �b 4. A LEACH PIT MALL BE PROVIDED FOR POOL DRAW DOWN. A SKETCH OF THE a { , W MAESTON, 02493 0 AS-BUILT LOCATION SW U BE SUBMITTED TO THE CONSERVATION COMMISSION. N 5. EXCESS EXCAVATED SOIL TO BE REMOVED OFF SITE \ . fr-�`' ra �t ' ;j � { '.f.) PRILIARY BENCI*iARK : � FIRM OO/M�AyNJ�Nt1Y PANEL NO 250001 0018 D C II) F`rs (MM) g^�' > T� r 6. BATHROOM IN POOL CABANA WILL BE SERVICED BY EJECTOR PUMP TO EXISTING SEPTIC SYSTEM �(` b PROJECT BENCH*MRK YAG. NAB 10 �a° c am. a. !� a ,�_ - []LEY. - 22.49 (NGVD) 1.2Sul� �/ s0' J \ •' lop -`, ZONING W10RIAGION V 4.) Mv ZONING DISITIICI : RF 1 (RombenN) ck x ��y � •fig > 5 AVF •0'.� LOCUS MAP Scale: 1' = 2OW AMR" ZONING fix: 111%•01 MAIN. LOT AREA - 87.120 SF. • `� i 0 111 N111 111 '13• \ AWL LOT MOIN 12V W0�,/ /�,l r rra� \ x 16.5 ` RHODODENDRONS 0951W 0D5 1 \ SAE 3 REAR 1r� - /1MX BUILDING HEIGHT - 30` •�s f° t� P1 r ri r , x 15/.6 1001 ��\\ 'DAND B. BIPfFD Y ,'� ' 9 ` &&I `\` 1000 GAL 1, \ OVERLAY DISIRICIS: ^, / \\Z LEACH PIT � Y' nS WF)S /1.4 ) `\` \\ / - x 15.4 \` \`� / -o \ FYI-!. 2 �1`38 \ ` RHODODENDRONS a i i i i• / r N`� �` \ x \ Po6G �` +,ti 'a 7.3 \ 5.) A 1RLE WMC.'H FMCS NOT L�1 PERFORMED FOR THIS SIDE F DETERMINED �` \ \ CI31/bH 'END ��NC e- R. Q BOUND M BE NECESSARY A TOLE SEARCH SHALL BE PEIiFOIRMED IN OTHERS. /� i i/ / EVE `\ ``\ �t `\ `\ `\ t x �`" LIGHT POST 6.) THE PRORERIY LINE NIORIMT�1 SH09N S 9LSEDED ON C tIRREff ANYABLE ItEO0R0 COASTAL BANK (TCriIIN) �� / / / i \ ` \ ► \ \ \ . �Q �. /�MTION COMM OF PLANS AND DEEOIS� /off WF/A4 i / / / / / 13 ___ \ \ •\ , t \\ \ ` �_ _ `\ \ •\ ` 1+ \ \ X .$, - \ � 27.4 \ 0 ELECTRIC METER _ _ AN r , ► , \ \ \ N \ ' ✓ 09 H'DRANT FB FMIED 9(liWU � M EYW ON�FMW 14 19 THE GROW � \ x 1 2`� 16.2 1 1/ , 1 t + 4 `� _ o,`�- `\ / / [] IRRIGATION CONTROL BOX y�`p. ,X6 `\ `\ : . I\ \ \ -��.� i� i' x 30.4 7.) COIAMW PANES. NUINE'R: 250001 0018 D ' / , ► 1 1 , , 10.4 . . `� x\1 .9 1 1 \ , 7 \ x 2�F.6`\ � � 9+ .�O 1 / r x 'k \ \ \ • 1` \ t , \ \ '` `� r �27.Y �S / 'S \ ® MANHOLE TIE nDW INSURANCE RATE MAP OUI ES THIS AREA AS ZONE At I. x 1 \ \ t t + \ \ \ D- X O� ` O (EL 11). 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CONCERN). t 1 1i 1 �\ 6R �` 8.3 �` ` \` \\ 14.9 \\ \\ \ \ \ \ \ i ?( 'GO GAL ✓ \ �o0 '� + + \ �� x `\� x 1 6 11.2 "\ \ `\ '1 `\ ;x 21.6 \\ , r N 1 TIC TANK \ •SITE IS IMTFIN AN AREA OF E5TUM 14VMT OF RARE NNB.OM PER y�5 lr I I `\ ` \; . \ \ \ \ ► \ \ `\ \ • ff N. �. -1 \ X FOR USE NnW THE 1NETLAND.S PR01ECIIDNI ACT REGULATIONS 031 CMR_44 10. r 4 1 l I \ \ \ \ ► \\ + \ x \ \ \ 1 1 x 19.4\ \ f S� ��"' F ► I \ 8. 14 ►IfdifC-�,i Q� .� 8.1 •SIZE DOES NOT' CONTAIN A C IERI FED VERNAL. POOH. PER N ESP AMP OCTOBER 1 2008 9.1 RH CC�9ENDRRR NS \ ► x18.0 , \ i'ti .=�. x� `�. !� ��� acemm VERNAL POOLS' ,L` ► 1 \ 6.5 _ \ \ \ \ , \ \ \ SITE APPEARS TD BE 1rI1HNN1 A PRIORITY HAlNTAt PER NiESP MAP OC1OBOt 1, 2008 6x8 ` ` ° '�;` •PRIORHTY FAI MATS OF RARE SPECIES" FOR SPECIES UNDER a , \ \ x 16.�\ \ \ x� `� x ` \ �d 2 9 `, ` I ��� .. ��. THE MASSACHUSEI75 ENB#AMGERED SPECES ACT. REGULATIONS (321 CAIR10) } ,�� Q , i ` \�` ��\ �\ \\ \\ \\ \\ ,\ \ / 2r \� 27 \ •\ •SITE IS IMIHNN A STATE APPROVED ZONE I GROUND DATER RECHARGE \ - __ . , \ 1 \� �1, / 1 1 i PROTECTION AREA _ __ . \ `\ \ `\\ `\ x 4 \. \+\ \\ \\` `\ `' I % ��-1 Q• / 7 /2h 0• 1 2.2 ► P 09 PARCEL \ �,, \ �- ..-< < s �� 5 c�� G 27.4 \ \ �• \ \ 0 \ \ r , , + SITE IN MRHNN A ZONE OF CONrtRIBIlTION 10 A SALTWATER FSRWtY (BOARD OF HEALTH \ ` Ot?7-2}QZ .. `. `\ \ \ `\ \\ �" - \ y, ��. h ♦�ti , Z. ► \ REGULAWt SECWN 360-45X o\ h1 I 1Jj,351 510. FT.��_ \ \ x ,��5 \ \ \ \ \ \ '� .. < \� 1 f \ \ I2. \ \ ` \ O 'S 7. \ \ ♦ \ RHODADENII�ON3 • .THE OQNtTRACTat SHWL CQNITTACT OI6 SAFE AT 1-8�-W- AND UTIITY OWA ES TO LOCATE 1 I • WF/A10 i \ \ \ \ \ \ �� ,�, f' z !cF'' 27. 28.5 \ c \ � \ ♦. R \ , ` \ q • ALL DINING UWWJ AT LEAST 72 HOURS PRIG! TO THE START OF CONSTRUCiI K THE LDFJ N OF a / / •• ` . � t Xwmw• . L:= .nr. eK-_ , r -I!�n�w1M!IW�FIc 3 x 3.7 ` ` `� \ `\ `\ `\ `� -b/� ,r `n "' �` �: �`. 5 , r �• N1Y MAY NOI BE LYIED TO iH10SE SHONNI HEREl*1 AND HANYE IIDV RESEARCHBD L3LSFD ON THE t` \ � x 8. / - i ,c �� / �_ t � �'►'F�i U�� iit�irrwruru; f9'rur r.t r;r,�` u,.�:.K... .� r`� � � x \ ' . \ \ \ \ \ \ ` �, �a i \''- y 27.4 27.7 \ `\ I k \ ` \ `\ 9. ♦ `� \ `\ `\ \ R� a Q. \` AVINLaE UMff RELORDS NOTED HFIEON. THE OONIRIt.M AGREES TO BE FULLY RESIU SM FOR `r `\ x�3 Q \ ` ` �\ \ ` \\ ,c'_ _ ® \ `^ \ \ \ x 29.7 \ ANY AND ALL DVMGES *K H A1W LE OCQISI O BY THE CWIACIDWS FABLIlE TO LMIE SAD {� ti o r -I \ x 6, \ \ x 1 .2 + CONIM CIOR SIMLL NORFY LIE BOOM BMEDMTEI.Y FOR POSME IIEDE'�'Nl. Ir i ( N x `4. \ \\ \ \\ `\ Z` `` �\ , �k '� ' o �� _ \ ��;�'. z \\ - \ I1F11�S7RIICIIIE AND URHRES EINCTLY. F FRO CONBIIIIOIHS WEBS FROM PLAN IIFORIKMK THE `\ \ ♦ \ \ \� \, , z- Q �o_ - © \ gyp' _ &8 y .278.67 • •THE: LOCATION OF THE: S57NG SEPTIC SYSTEM SHOWN ON THIS PLAN IN APPROXIMATE x 5. `\ \ \�' , \\ `� \ ` 1 \x ��` b s -o •28.6 " WF/A8 •6 \ \ \ �, ► x 1 �> r c rn y. �� AND IS 94SO ON TIES OBTAINED FRO* SEWAGE PERMIT HID. 89-419 COMPLIANCE \ \\ 1\ ' 1 11 . �� �,r ` ��, �� s 27.4 \ / . / ^' DALE 3/$/90 AND flRE 5 OFFICW. INSPECTION FORM DATED: 8/15/07. 44MES M. FORD, \ \ \ \ k �: N " t' ram' !� g \ \ \' L \ '� o / , INSPECTOR. COPES OBTAINED FROM THE BARNSIABLE BOARD OF HEALTH. 0 r WF/A7 `\ `� \ \�x .1 \ `� \ `� x M 4 `� I - T m <. � , / 1 If I x 3.3 6. \ \X p i x �, \ \ I , • \ \ \ \ x 1.8 � \ C' \\ 27.5 I ,IrJ1SEMIpNT •mob • TOWN MIER IN AVAILABLE AT TNIS SHIE (BY FAX DATED 2,/28/08). �71 Al \ \ \ \ \ . 'k 10.0 \ \ \ \ ti^ ,, c, �e� , \ / ----- , w KEI�SPMN ENERC•Y DFlIVEItY NOTES 1H87QE IS NO C�lS SERVICE AT THIS SRIE (B1' \ \ x 4. `\ \ \ . \ .7 \ \ ,� GENERATOR \ \, -�' / FAX DATED 2/22/08). \ \ x 5.S x 8. \ \\ \ ' \`82\ ,/ \ / ' / ' •NSTAR INDICATES SERVICE TO THE DWELLING AT LOCUS is FED UNDERGROUND (BY `\ ` x 4.\`\ � � \ \ .`� �\ I �� \,. 0 MA \ / �C 6.2 r / FAX DATED 2,119109). �Vlt ♦ \ x \ ` �r x 7.4\ \ \ X 1 1 1 1 \= 0�! c` ` /,/ 6-2 -- 1 S \Yf/A6 3.4 `\\AL "I NN `\\ >! • `\\ 1 t\ Y7.6 + \ I i - \ \ ♦ \ 6G \ r i\ • `\ `\ 4.9 \ `It \ x 7. J� �x`L1.4 `\ \ \\ '�, \\ �^ ��� \\ 21B \ `\ ; `\ \ \•�' t�. ` f&!ODCkJENDRON3 \\ \ d tea_ \ \ • FOFtp� dl DRANV OONINI / x 23.`Q 5. I SIZE LOGA1101Nk �1!!L �urC \ +�, \ \ ,` ,\ ` • i\ ♦� `\ `\ \ ` i \ X 6=. '� _ •"-�_ i� `\ ►•. ,\ �`- i L�/G / -'''" i ! Am Am�lfal w1 " R. 1!fir► \\ \• \ 1 \` \\ 7' \\ \\ \` \` �` \` \\ v ��' i \ `\\ ROPAMFBg;� 'V WATER r � I �� F11 '�► V 6,6 \I/ `\, wF A5 `\ \\` \ ,\ `\\` d► \\\ ,\\ \\\ \\\� ,gym ` .,\`\ q c \ \+ i • �L// \SHUT OFF f / - OSTERVILLE MA PREPARED FOR .� `\ /� 1 ,,,,-- 23„3�' Geoi`fi�ey S. & .aura A. Rehnert X \\ \ ? \\ �� -` ► , PROJECT BENCHMARK . I • �1!/� �11lc. \ \ \ \ \ , \ \ ; \\ \I .� I -` - i- � \ \\ \\` i , 2 9 TIRE ` r X 5.3 t� \� X `\\ F'.. \`\ Y" � • ' x 5+ I 1 ; 15.9 - , Iqo \\ \\ \ (-RHbDP ENDRONS / .r 23 .' Q • \ , 4 Wetlands Permit Plan Proposed Pool Lb Cabana N\ \ `\ t \\ \k 8. 1 1 j, 1 1 \ �o''�S o��\ \ �! \ �1 \ \ ` ``` �� x�2 , � N \ N_ I I` T 1 0 b \ \ \ �� I IX `------ / ' I '' 1'1 t X 2 a a BARTER NYE ENGINEERING & SURVEYING \ \ \ I \�� r \ / i Re •skTM Professional Engineers an ury •\\ I I , 11 T.s ` \\ '\'� `X? , ' , ' • �• ® d Land Surveyors 1 ,, \ \ \ , ONE x 24.8 ' ^ 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 N ,� � i 1 I i i !'i' � ► , \ 1C>� BI�FFE� � t ` � \+t `� x 5.4 ' r� I& �' � � WIA3 \ ; � ' ; ; � ► , \ � `, NV x $ � \ t \ ; 24 ; Phone-(508) 771-7502 Fax- (508) 771-7622 ` 1: , I \ \ \ \ , 1 / �Y1 OF \ \ 1 N 1 1 1 ! 1x 13.ii + y�� \ W , t \ \ \ , 1 ��" � • \ \ I I 1 I , , , + 1 /w ' I i I 1 1 1 \\ 1 1 ' �1 ����. Gx.�G� y GTEPMEN NN .\ \ + 1 , 1 1 \ , I ► I• 4 `-' r . . 20 0 20 40 ► + 1 1 1 1 I I 1 AMf t�O I I 1 I I /� D �i -� t 1 a \\ i + i i i �Pil T SL'QAN, / : .,.. _. r .. ....>,,.. .r . SCALE IN FEET ► ' I + 1 1 1 I I I , + \ I . , I ; I 'p +°�'� t ° r i�;w SCALE: 1" =20' �►MtE Co /� i + i i i 1 i + 1 1 1 1 i ! ' N r�'tee- C B/1DH F'IVD `v -.. w.. . . ....., . . ...p-.. I I tU �£ `c �� d1L 8 i d' v � �+ I N W �'c: zz x 24.5 . .1 t! (e r°"/G. N X 8.8 i w a cn cr m , o N x 23.7 ay�< < • . •fi„, Z /g �9 x15.8 SEA" F[=IVC '' toc�4r'/ vNS DuTuar�l> 00. N R ED At V A C c O M PANYI A X DATE: 12129108 WF/A1 / x 21.6 , 'cv �� G�r'o c /1�D r�s FDIC F/etP �o C/4.7"�/o!V L BEARING DISTANCE ti41`?s. �?y4 ,v im '� �� . � ARE,+$, G02 QN/C�C RL�F�'/2C'/IIZ.� Li N 14.39'22' E 14.00' `�' G`r' �'zr � y �'�� G f��� H l G N L.I G K 7'R�'A /IV 6A RI�/V L2 N 10.15'34' E 15.95' / © `�% tit, ;-� , P:0WC E'u c�1OwS MADC !Ar 1V/JCL,D 1 SAIr 18 MOVE CAB~ `' `�� `� `� `?Zc �'` '� WITW 514IL ff4 Comof/J.PoA/GrK Y/to/HAS N0. 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THE INTENT OF THIS PLAN IS TO DETAIL PROPOSED WORK AT LOCUS � . .�; k �. ,� .11 I. , ,, .: ... - 1 -1 1. .. ,.::j�,,� N � :-:" .11 .1-I . . -- .'n'. , ,, �:;i�f� .N ,X�,;-,-�.�,..":` .1 . . :� � I , �. .� . I I .��:�:-;::�:..',,�,:,;!� ".... ,.... .R""'. 11� , . . ,w- .. ..i: . - 4 .111i'. --',,�- V�,, .I --, - .-�..�� ,:,�,,*: -1�1' -_....,.,:- I- � I,- .. �, I....., ," �,, - .I . I I..-;-1.1 11 . .1w .. .-.: .�W,.,.... " ;1;.-- �:, '.,1.I w-, , . I I �,�; .1 - " ,��. .. I I ....... .. ."..... .'....., ,�-,,,,�:!'ii�-::-.`*?,1 ,%,? ,� .:.", : :I � . � - ...... .1 ': , . I... , - i ,:,�:,-,i. -- .;., , -.1i. 11 .. ...I'll I 11 ...,-, ,� L��o�--,,�-.,�.:,'-.,�, ., . . -.1-1,11 1,��.:.ii;,'. . . .:,�- _,, 7 � .., .�i .�i*� .�i*� , ,�j;/ r.:�i. :��.. ! . j,:,w,::,::::ii�w,:,w.1 .. ,. . , �. . - . 'd - . .�, -"'..1.11 I.. "".Xi.. -, ,* . I--,� .; , .11 ix:.,�,�-- - I . . -M., � :x--;.-:..-" , -*.%-��:. --..;,;�-.. ..� k,�--,--.-;- ,, ,:-,.,�,� I, 2.) 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I , "" 11 I 11 , � ! 4� , , , -�� , � I �, �, i � ,,, I'/- �,.�,�f,1 il -1 \ ELECTRICIbATACOMM UNKNOWN , ", / I I ", k . \ 1, ,� . I I � I", I /,�� , X ,-,",,, I . :- " ,,, 1, ,�,.,,,, ,,, I 1-111' ", "', ` i ' ,, a..... , I - , I //�/ N`11�� I . ," I I .,,� �� , I � . \ � 11 :�,�1'�,'I i".5 11 " " .. , / , I. 1. I , I I \ ", \ \ \, 1.\ I I , �� . ,,-,,,,. - CONTRACTOR TO VERIFY IN FIELD. X" .1, r I "I I i .. I / / I ,� ...'. I", <:��, .� � I I, THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE , I I I'll 1. ,3 -I �, I \ I In -P/. "', 1, / "'. I I I f /"�,,'/,,, I . . . I I I / ��..�. I I I . I I , vl�,.', � , , 11,I- I ."%:1 7 I .--I ,,,, , x",/-�','l I � \ \ 1%* ", \ t , I I 1,., \ . �-,/Ix-1 � 11 ,/ , "I, � " I I 11""".. -.111,-.,z,, ,","',11 ---�� -, ,� I,,. �,,-I - 28. �Z� 14!�,�.,� - -,,-,��,k� �1, :', , � I i U TIES� AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF , I \ I., , " opl,'1,11 "I" I .. I " I -V� I � �, �- - - I �,� \ , I I I -- , . - %e, , . I � ,",I "," " . � 5� �! // ,,, � . ` - I "k, 1'-W.,-,:�-, -� I - '--' ,�� .,��%11)��,, I , ��. , I\ - %, %,,., �,,, , ".', "'..", I � ., , , . '�-7 1 - I � EXISTING UNDERGRO.YND INFRASTRUCTURF UTIUTIF I � I "I,��, 11 ,-i)"t-,�,,-,, a"'-",/�, I" %N", - 1, / 1111P - " , I ,�> -S, CONDUITS. AND UNFS APE SHO%N IN AN 4PPw)0%1TF , ' ' - , I I I / - - - - - I I i - --L 11 " - I I - : " �`A`��j 7.2 \\, , ,x 15 � .','�� I I I'll. �,,�, %,,`�:, - _2 `-- , -1, � � , .. - , ,y,P 1,1 ( " -%,R�-i \ "' , I -% %'7, , 5,�'\ � ,�', �,-j , � I� I 1- - -- 1. --1; /-, "- ., ,�,,,-,-,- �-� � - , - I �- ,-,-, \ I , � ,,, . V- "I, "';.- , 1-1- .,�1% � � - - - �- -, - , "� 1 , � I � - I I -- -7�, --,-- - , / - " - ---- � - ,- ,Y. ,,, , , I ,,,,, X,- ,,, ,��,.",`� 61, ESEAR�HED EASED N IN �- , i vx, � .'I",. 1, \ / � ,/' WAY ONL:f, MAY NO' BE LIMITED ---0 iW�SE SHOWN haDN AN!) hAVE,6EN RE 0 E " \ \ V �, ,;�, I ,-, I - � 1, I / .1, ,�, i I "I " I 1 71 - * , , , / I , ,,, . I , ,, '1, 1, I I m/, " '..".1,11 -, /'// ,"',?�'-'�,,�",\, � I �f�., ""�,.,......11", � ,,"�/- I I I AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES To BE FULLY RESPONSIBLE FOR ": \ \ " \ I ,;. /�'<-�/""I , \11., 1, \ 11" \ ,�, ", �4 "��, ,\ . .,., -/,/11 . .1.1 I .-�. �-; I . '. 11 , - ,,,--;r I I Z . 0- f \ 1 \ % \ ."0 \'A"'; ". \, ,% `,'.'.,,,`,,, X ,�-,N-:,%Z ..,"..", ,r ..?,",, I ", I , � �/ � .. 1� ,,,", I I ,. I / '- I / , , � \ f.�A-�) /" I... \ 11, � , ", \ I "" /I X ,� , 11 ��', �... I I N�,', ""', \ \ IN\ "I x , "'.." "", \ .. 0 \." I,- .., �, 1, -. .'M/ ,,, .. ,,� �V� ",/ " " ""', ��, I I / " - , I I I , � , '), I PROPOSED..WATER ,,.",*� -,�, �� ANY AND ALL IIAMAGES WHICH MIGHT BE OCCASIONED BY 714E CONTRACIDR'S FAILURE TO LOCATE SAID I'� ", "I , , ",I %, .. 1w. ".. "KI �,� ,� I., :* / 11,1, �. ......V/,��, / ,27,4. 1 1 /<" , 1, '%"", \ I � , I I- , """ :�a � -;� " -�-� " �1. "",", . ,- -",<,/ I I I Ah /e- SERVICE \"' I , "- � . I '.... .I- . \ I . ., ,� - ,�, --// -, ,,--// 11 11 I , ,� � " \ I /-J111-1b ,,, e,"'?,", 7 � I INMASTRUCTLIRE AND UTILITIES EXACTLY IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, E � . \. . � \ \ I /�, 1, �, "..,I ,,��"" I 11 \ \ , " \ ,,- />,,,, r x I I I I � TH I I ", I --.., ,.A , ,--,,,,,,,,�,�., ,,,,, ,?�,,/,�,, *<,/:��, .,"',I -, � " ,. . 1, 0�al;,i \ . I CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR P(,)SSIBLE REDESIGN. I I I � " �. ', "I ,I., " .." " , 27,4, 1, /.. \ . I\ , I - "' 'N,�,, ,\ "'---,,,,,,, I , 1*11 . - %,, I ,/1-,,�,`,,�,,,/0-�"" / - 1� \ �q,/, I , I ""r., ,>,�;��< �- 11 ; \ \ , \ .,.- � \ . - � ,, , � I " - � / \ ,/�,�'x- x 29,7 \ \ \ - I � , ,,, ", I "/ "".., / I ".1 -1` , , , 1,4, . 11, 3", ,- I -11 1," I , ,,, , / ,". x.,. ,/\ % , I, \ �-/ 0 I . " ,��,'. \\,\ � -,�,.,/,>, � / \"� IF% ��, ;; . ; , , "ll x n 1-,-, ." \ , ":,"s ;4,`�� '14" . \.. ,\'1.1 A. �,, )... I j 11 I \ I ,\7 11,0111) I, , \ \."l,-�,, 2 I I ,� \ " "-I ,.� � / 1, I � I ; ,I/� I � I � " " , \ I 11 It, I " " " ". "'. \ \ I. -M" \`% . , 11 k .W5 I-- " " ""A/1"'.. I .\ � ,n-, /13 . -A , ", ,�, � ��-1-1-1-111-1-1 . &THE LOCATION OF THE EXISTING SEPTIC SYSTEM SHOWN ON THIS PLAN IS APPROXIMATE . " 2. " � ,�,- ,'11, � , ` , I& I , I`��)., \\ � I , - - \ � \ ,\/, ';�,!N-1, - , \% % � '... ,.., ,',':,,, , \ \ - � I / � )/, �,-,a,,,,P3 1 N , I �.;"J' �11, X - -- ��. . 11 .,,� ,� -1 "..-Al� �, 1, " "� \"'-,-, ", " , -,y,:,,,.-�,/, %/-"� ,/1, \ . . ". -,0,,, -, I '1�11 � . 7-`111- ..", 1; I , 1�, ,,- AND IS 13ASED ON TIES OBTAINED FROM: SEWAGE PERMIT NO. 2010-460, COMPLIANCE . 1, I \ I/., \ � &_ h " -,. - \ \ ":��,,,,, ". . I .f-/- I , 22 1 , \ 11� \ \ `�- \ 11, ". am", 1,^'.I . i I ; .11 � � - , \ \ " . , \ -1111 � , '.. \", I'll,-�':,, ,/, I /� �,, - I '. , \ \ I V,V\ l.-I -1 -1 , � / - 11� - 4/01/2011, INSTALLED 13Y BORTOLOTTI CONSTRUCTION. COPIES OBTAINED FROM \ �,�,/ \ , . \ 11 11, ". - I �/ I I - x - ,,, 11 ", ',,_-, - . 1, \ I, I - I I A?�', DATE. ",� \ \ \ _� ", I -, ." �,\"i�, � 1, ", ,,, ." - I �1, � / I -11 14E�l K I *\ "I S, 0� �\.,- �, � , ,,11,% I., "'. ," "I / , � I " x I " , ,,,11", . \ N ,0>N �', . I ',,'�, � \ 1`1 ,I �1/ ,\X", I I., �11- , 11, .; THE BARNSTABLE BOARD OF HEALTH. ", V., /> ".." I �, --� I ;",�, Z, 11 � . " " 1. .1., ., 11 I , m/`x ��, I "" /1' ", /- , 11 " ,a'11, "I \ %, . 11 I .. I \\,., ,, I 11 ) 7 / \\ I , x - , ,, \" ,\ \" " %,\, "I - I . ". � 1;1 1,i / I io," /� ..r,.. � 1, "'. 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III', � I � . , , � . , I ,I ,I � � ; � � � , '4� \ � I � � � 1. �, I I % � ; j � No 4868 � � , " �, , � I t : � 701 �, , -v I % " � � I s r- : I � - � � % I . I ,I �, & ', 1, � i -.0 . I � � 11 I/ ,,, I I "I �, � � , I "I "I % I � �, : i i " ,/" SCALE IN FEET � , � , , � I,* 11 � � ; S , � i � � : ' ' fs 0,- I ,, ; I , " I I % . . , �. ; � 10 APPROXIMATE LOCATION EXISTING SEPTI I � � I , �, 11� , I LOUISA GU.IiZE77i, 11 � - � - I . � , , , � � � � ; � SCALE: I" =20' 1 I � I "I * , 11. 11 ,I S "I ce�tlrlc�te fi,9226.e � . � � � I � , 7-P 1 ,4 I", � ; , �." SUFI� � I �FIA2 I 11, � I 11 � 11 "I 'S , � � ; I ; 1 1- 7- SYSTEM BASED ON SWING TIES FROM SEPTIC 1i I i I I � � ��', - � CO " . I A �/ I � I ; � � " I 11 'IS � I I � � � . INSTALLER CARD ON FILE AT HEALTH DEPT ""11 .�,"'. , , � � i � 1>- � / . ; � � 11 11 I I , I � " , . � I I �111�) . I . - , /I �� I � � � �," cr, I 1� I k , x"'1113-8 ! _; _ I . I I ; . � , I I � x 24k5 1 . . �/`� 110 � I ". � "",`� I / 1��- I �� " , -/1 '1�1 /�, �), �'Ir` 15, ,- I I "v I �8 ��', ""I. I'll, -1 �`,`, x 2,-`��-7 - , I , ) � .11 ,- ," /� , I x a ;:/� �;, 1, T, - . I'D 11� �, -11 -",? x 15,8 / � I I . I / 1 �1700 — I 11 A." I � I - �A OF A "I'" WF/Al / x 2L6 1��wc I DATE: JANUARY 7, 2016 01 � I . i I -go, I I � 1, . 1 30 STEPHEN . .1; I I I ��- I I ALLYN (P � I z r" , I I .CD MLSON 4 1 / 0 No.30216 c?) - -- . '0 "q C,C,V I t�� m - . � - ,, � I � /I ST C ImID ��,[ k , , , / . Septic Pennit: #2010-460 NO. BY , DATE I REMARKS I I I--,' . I I AL � I / , 11 im Issued: 11-19-2010 DRAWN BY: JKL IDESIGNED BY: ICHECKED BY: SAW DRAWING NUMBER I I /-,�,-2016 1 . I ( I I I D.E.P. File #SE 3-4794 (Pool & Cabana) 0:\2008\2008-007\CIVIL\PLOT\2008-007-DM.dwg I - -- -- -----.------ 1- --------------------- I - --,--,----� -1-- --l-I -,----� -- - - �� I I - I I -- . - - I ---, - ---- ---------- --- ,-,---------------- I I - -- - - ------.---- I I -11- - - 11 1-1-1 - I -- - -- - - - --- I- . . --1 I I I --------,- - ,-------.-- 2008-007 -- - ---.I-- --- -1 D.E.P. File #SE 34794 '4 ' r- 1,. ; ,• GENERAL NOTES : W NY�IWNNII E . Z-23-201Z _ •(,�y y.�:.l wr �i Q,w ; l ',J ..R; -/Nt.. •/n Oirdw 1.) THE INTENT OF THIS PLAN IS To DETAIL PROPOSED WORK AT LOCUS CONSERVATION NOTES: �,�.,►w.:_.--.�,�.:•,. -:• . ��^'��'.. ~ A do B ALONG WITH REQUIRED \ ' :` ' " ' �' .v - 2) LOCUS AREA IS COMPRISED OF 1. NO WORK IS TO BE DONE UNTIL FORMS :x " `' _`< PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. '4 ' ' '1, ' ' '`' '" �.' �' , `- �' ' ; �� `- ":`�''�t`-:" �.;;•• "ir.o.�►l '� BARNSTABLE ASSESSORS MAP 095 PARCEL 007-001 0.9 �• 2. LIMIT OF WORK 70 BE MAINTAINED IN GOOD REPAIR UNTIL "� •,']�* •- � '''" j "'`"' ''�' •f LOCI►S iS L.OT 6 AT LAND COURT PLAN 5728-G COMPLETION OF PROJECT. a; ;'`• %�' ' •' LOCUS iS LOT 8 AT LAND COURT PLAN 5728-H '"' • �` xc z •'�/• CERTIFiCA1E Of TITLE. 184.%3 Ce/t)H FND USED FOR POOL DISINFECTION. =- z � r o EQUAL SHAD. BE ;>� - ••• ' • ` --,•:t* '�. '_, �s COASTAL BANK (TowH a: STATE) = 3. OZONE INJECTION OR APPROVEDQ \ '. �,r.,.- ... ; CHAIN TANK FENCE �'-• � -�• OIrNER/MPLK•ANT; GEOFFREY S. � LAURA A. REHNERT 4. A LEACH PR SHALL BE PROVIDED FOR POOL DRAW DOWN. A SKETCH OF THE ti ''I"t� �`���' � � * •�� � 9 WHITE HOUSE LANE �::.; ",,M' ,,.r_ a �i; •,.,r '�.: WESTON. w o240.i FIELD LOCATION DATE 0 AS-BUILT LOCATION SHALL BE SUBMITTED TO THE CONSERVATION COMMISSION. ti• •::r,, OCTOBER 12, 2011 \ . " d.•w� •' •�` ' op \ '' _ o�y �� ''.� :., �,• ;`. V'l�. r�,;� 3.) PRIMARY -37 PANEL N0. 250001 0018 D BENCHMARK RM FIRM COMMUNITY Ij ^9f .�,' i EL&. = 16.39 (NGVD) 04 5. EXCESS EXCAVATED SOIL TO BE REMOVED OFF SiTE. I ,� k '� IS SERVICED BY NEW SEPTIC SYSTEM `�` . !` , ' •� „,c�' �' 4 V x 6. BATHROOM IN POOL CABANA '` J -- - • 4 .,.� ,�• t.,''' - • w ,� ,`i" PROJECT BENCHMARK . NAG. NAIL s WF/B7 0 -: . `.�+'..� ,. ` ^- .,"" ;�'-. r••1. .. �, ELEV. = 2249 NM CL p 1.2 �` l: 1 -iw•.i ic• r. }e ,ice ION` J a f, • t ,,• r. '�:f.:. ',,.•I. .�. +c�y'`�x,•'''• c,;: :� \ .� 4.) ZONING INFORMATION u' �? �� ` \ •jV` ZONING DISTRICT : RF-1 (Readentiol) V'DF ooc \il�� " \it iii% Zqy f '•'o. oc�. LOCUS CHAP Seale: 1' = 2OW MlNwtw zoNlNc RE s: 5 / x \\, ` \ E MIN. LOT AREA = 87,120 S.F. ��i'I - lQO� MIN. LOT FRONTAGE = 20 0 ,,� ` N 1�• \ MIN. LOT WIDTH = 125' Q �' S6• MIN. FRONT YARD = 30' 095/007--QI0.3 \ SIDE REAR YARD = 15' /ILIA)(. BUILDING HEIGHT = 30' 16.5 RHODODENDRONS NV- i x t� ff3 x 15 6 DA WD 6t BREW / \ � OVERLAY DISTRICTS: A�l !_ 1000 GAL. �' �- ems'• � r ` / - RPOD lC LEACH PIT \ LEGEND AP-GP ' 1hF/B5 -' •4 ' i " r ` x 15.4 1 \ RHODODENDRONS 9x 1\18 \\ < \ 5.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE F DETE7MNNED x� J" \ J -)7.3 E] BOUND TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. LIGHT POST 6,) THE PROPERTY LIME MFL'XLIIATION SHOIMI S BIISI:D ON CUIIRE1Ii AWVAIILE RECORD �' /�LNTION CONSISTING OF PLANS AND DEEDS COASTAL BANK (TOWN) ,'�i4 ' /'/' // \\ \\ \ } �1 `\ `\ `c "<• 7a.+\i / � ELECTRIC METER W 194 � / /•�' / -13- 27.4 \ THE EJOSTNG FEATURES SOWN HEREON MERE OBTAINED FROM AN ON THE GROUND FIELD 0 � � _ . • � `� `\ � � 27. \ 4 HYDRANT SI1ftVEY PERFORED BY BAXTER NYE ENGIEFRNG � SURVEYNG ON FEgLINRY 15, 19. 26 1Es� , �/� \\ `\�`vh�:; `\\ \/\�1 • / / \ ❑ IRRIGA710N CONTROL BOX t 27, 2008 ' i',/ i i / \•r/ �^la. \ x t 2`\ 1 '� ` 1 1 4 `� \ A'17 _ 7.) COMMUNITY PANE NUMBER: 250001 0018 D 1 i p� 10.4 x / X\1 .9 ` \ \\ \ �1 7 \ `x 4.6 \ 27.Y �`� / \ ® MANHOLE / ' ' / "�/ x \. x t` - `\ ` \� \. `\ / 1 / ;,- ' �� THE FLOOD WWR44M RATE MAP DEFINES THIS AREA AS ZONE A11, x 1 z r: � i% 111` D-r GX �J`� `` .6 \ Q GAS SHUT OFFCx�O GAL (EL 11). B C. WF 1 5 1� f f x 1 '0 )\ 7 i • N N •„i! LEACH Pit r } x 2 7 VP� \ �► \ ® GAS METER 8) WFl 2 /' `I n .1 f 8; _ - 9. / 3.1 `\ \\\ .t� �\ \� �` �\ �� /`� 1 �` 10 27.5 \ TP• m SEPTIC COVER f- �i ,x 1 2 \ `\ / / / `l �!• • WETLAND DELINEATION BY LON MocDOfALD OF BAXTER NYE ENGWEOW d: SURVEYING �� y \` ` ' / / / P� �% •mod• - w - WATER LINE FEBRUARY 20. 2008 •SITE IS NOT WITHIN AN A C.EC. AREA OF CRITICAL ENVIRONMENTAL CONCERN). G 27.8 ( ) 1 xi 3 8 ` � %• �12.8 �^1h � \\ \� \\� `r x 19)6 L�IMT Of WORK `� 6'.is ��_T. J \ t \ ` 6.9 / \ ` 14.9 \ ` ` � � ' 2000 GAL. ` 1 ` '. x ` \ \ \ \ �4 \ \ \ \ x 21.6 \ / \ O \ • NHESP MAP OC71DBER 1, 2006 -ESTIMATED HWATS OF RARE WILDLIFE" ` - 9 8.3 SITE IS WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER x 1 6 \i'.2 \ <, \ ` SEPTIC TANK ` FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS 310 CUR 10 ' . � \ • \ ,r .. \ �r � � \ J gyp•• 3 8.2 \ \ ` ` ` b /' ,L1 ' P �c. 8.1 • SITE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL PER NiESP MAP OCT08ER 1, 2008 x \ \ 1 x 19.4 \ I / Y� c /., a• �7� \� \ r ■ \\ `` t 4. \ 18. ` \ / CERTiFED VERNAL POOLS. RHOD09ENDR0 'rt' \ 1 � � / I \ SITE APPEARS TO BE WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1 2008 EXISTING \\ x •`�_ �' �' \` �' ' �'�, �'` `� \ \ `` n`� k 1�0/ / /' ' � 1�N. .' ■PRIORITY FABITAT$ OF WIRE SPECIES' FOR SPECIES UNDER \ 6.5 x -' - ,�:` , . \ >� / / W -� \ THE MIASSACHUSETTS D&AIGERED SPECIES ACT REGULATIONS (321 CMR10) ' 1 1 IRON � 6.8 - \ 9.4 \ \ `\ h 16.�\ \ \ / / '� », �- ' GATE • • x e,z �`\Z x 9 ` \` \` \\ \\ / / ;"/ �', w �.'�y ° \ `J'T 1 \ •�\-:► . -o \ \ \ / . •SITE IS WITHIN A STATE APPROVED ZONE N GROUND WATER RECHARGE I ' 'I \` '-_ \ \ `. .�.o$ \ ` ,. ,„-�t`• ` \\ \ 'F� // - '2.2 PROTECTION AREA AW 095.PARCEL �` �; 1 F` oo \� y o !y SITE Is WITHIN A ZONE of CONTRIBUTION TO A SALTWATER ESTUARY (BOARD OF HEALTH CHAIN TANK FENCE ��� .0 \\ `\\ `\\ ' T.1 \ \\ #c\ \ ,Sj F�, ,S\j �1 � \\' ���L �• ' \ \ REGULATION; SECTION 360-4.5). 007-QQt \ c� '�� \ x i `� `\x 1 2 ` ` \ \ `\ O c' O y$<. N \ FIELD LOCATION DATE , -"7..T51 SO. FT f ,,\ ,\ `� \ .\ \\ �` Z�, ��\ 1b.� ''�� 28.1 ,� --- \ 9•) UTkffY INFORMATION SHOWN HERIX- OCTOBER 12, 2011 2.6SLACRES f ,, .f--� \. \\ `\ `\ .\ • \\ ;\ •\ �\ - `, �i \ 29 3 \ \ \ x\ \ \\ \ . - • WF 10 7. \ `\ \ \ RHODODENDf(ON9\A15.1� `\ `\� \''..,\\e� \\ ` ��2 '� 27. \\\\ 5 ( ) /\/\ / - •THE CONTRACTOR SHALL CONTACT DIG SAFE AT 1-88B-LXG-SAFE AND UTILITY COMPANIES TO LOCATE `� 1 •\x t 6 '�: ALL DDISiING UTILITIES. AT LEAST 72 FIOIXtS PRIOR TO THE START OF CONSTRUCIIaI TFE LOCATION OF \ x \\ �a"i'o `\ \ \\ `4 D ONLY W UU113s SIM �AND LINES ARE SHOWN N AN APPRO)O ATE THE WFfAW, `g a `\ 8 'it \ \ �b�cN \ \`�` \ ::::.`:.. 27.4 27.7 I ' ' \ \ ' a" \ AVAIA�E UTILITY RECORDS MIOTED FDEREON CONTRACTOR AGREES E�FC \ r � \ ` \ o _ b tt::;:t.,.•::..NL..::.. �'` 7 4 \\ �`� , x 29.7 ANY AND ALL LNiLAGI:S N11/G4 INL;EIT �'OOdiAt>wED BY THE CONTRAG7C)R'S FAkURF TO LOCATE SAID x\5, '\ : :`; :: :;; `? :•..'::•. - NFRASfRl1CTURE'AND UTilIES UACiLY• F F91D CONDITIONS DIFFERS FROM PUN WORMA THE ` Q ��� ` _ CONTRACTOR SHALL NOTFY THE ENGINEER M�DWELY FOR POSSIBLE R�1GN. T1�. � \ 4\ ` `;' � •�: : ,o BENCHMARK: Gi" >-------� _ _ x 4. ` `\ ` � \\ \` \` \ ' \` �- � + J NAIL SET `aP � 28.6 \ x 5 `` �\ , a , `, 1 g• .:. • o EL 27.77 , THE LOCATION OF THE EXISTING SEPTIC SYSH N SHOWN ON THIS PLAN IS APPROXIMATE \ \\ `\ t•� 2 �` // j� AND iS BASED ON TIES OBTAINED FROM: SEWAGE PERMIT NO. 89-419 COMPLIANCE �� b \\ x 4. \\ '�\6 ' \\ `` ' x 1 \` `` ' '�\ 2 7.4 \ /' ` __ LATE 3/2/90 AND TITLE 5 OFFICIAL INSPECTION FORM DATE: 8/15/07, JAMES M. FORD, `I/ \ `� \ .. \ �� 1 11 \ `• `\ `` ` .:-_,::. ' ti \ `\` INSPECTOR. COPIES OBTAINED FROM THE BARNSTABLE BOARD OF HEALTH. WF/A7 _.b�\ \\ `\\ \ x .l \\\ \` ` ^\ ` T^� 4 \ 1 \ \ S \' `\\ ` x 3.3 ` \ 6. t� x� AGO �\ ' , 27.' I % EASEMENT • TOWN WATER iS AVAILABLE AT THIS SITE (BY FAX DATED 2/28/08). \ C \\ \ \ \ ` 4�. \\ Q� .'' GENE�ATOK `. '� ' ' AN�'::•. \ - ', 'P •KE15P ENERGY DELIVERY NOTES THERE iS NO GAS SERVICE AT THiS SITE (BY � 0.0 \� \ 9. i i , �2�` 7.3 CAA MITER / ,\ - FAX DATED 2/22/08). X x s x ;;• x`1 �,_ t: \ �` �& UT OFFS `I •. �1!!i ? ` l �`;; \ \\ 5.,9 x \ 8. �_ \ \ , \� ► a.. \ 2 , '\ ___ \ // I ' • NSTAR WDCATiS SERVICE TO THE DWELLING AT LOCUS IS FED UNDERGROUND (BY FAX DATED: 2/19/08). 7.4 \ �j g, 1 \ 1 \ i v \ _ r , r /11G� 3,4 `x \\\ \\ `\\\ \ \ 1\1.6 � ' 1` y\� \\ , f,�\ \\ \ /:. _ 27.6 �� ' .1 /' I -mod P/1E�/�/ZG!/ v��' /1f'GL/S !�•Cti/L '124.4 `\ \ x 28.8 �lllGlllL \` \ �' e r` .- 4 •. ` _- 28' \ ' 's v.t /�.✓ <a ` 4.9 \ c q \ T \ �\ ` \ ,� \ �/ L/Tlf C'U1ti G-X' / \ 5.'7 x SITE LOGTION: v v Z 6. /VLS \4Y a- ♦ `� r `, \\ \ x ►\ g\3 `\ �/ ' `v W "'TER 285 SEAPUIT ROAD i \ Ta o \ P, \ r N \ \ \ \ \� S\ �hr i `. `.� �t \\ `(���\\. `, J, '1 . \ \,�\ `, \ `, { Jl shu T-OFFIt'� OSTERVILLE �IIA ar'd \\ \ \ `k.•`cL� y \ `�f Q� \ \\ i- N e• ---- 3x 0\\\X 7.1 g\5 `\ iC \ c_ �yjG• \ \ \ ..°` \ =( `~ �+ - - \ 0 \\ �.- ♦ ,� t 1 `' \ PREPARED FOR `\\ •� . -� \\ti. e\r :�- �; X'� ``� o OR - 23 3 ;A Geoffrey S. & Laura A. Rehnert ,1I� , 1 \\. • x ►; , �,, �; "" 2 9 PROJECT BENCHMARK AL \ 1 \ \ RHODODENDRONS 2 .LAL 4A ° 5' �� �9 3 I Q'�' Wetlands Permit Plan - Proposed Pool & Cabana \�\\ \\ �i R D�IDEMDR'pN9 LY1TOFlilgil( \\ / '/ '�//,� 1 C8/DH FND 1 1 G \\ \\ \ , . •_ '� \ x �5.2� ' �� ��;: ` \ \ 1 1 , 1' i 11 \ \\•• f.I \ \\ 4 ------------ 2 � .. , ;: ...; . \__: �,.. >. ,- . x 25.1 2 a BA►XTER NYE ENGINEERING & SURVEYING AL 6 9-\\ 1 1 1 , b•• 4 !�°` o/ , I `I, `I/ \ d 1 4' , ! Registered Professional Engineers and Land Surveyors 1\\, �'•as' 1 8; ZONE \\ x 5 ' 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 /„� 1 lV , '• 'y ; k\ 2�. y Phone- (508) 771-7502 Fax - (508) 771-7622 I I 1 i 1 x 'eta T1• ,,, I '�� , / APPROVED PLAN \ \ I 1 I 1 t3.3 w 4 20 0 20 40 h • AMNK B• $LOAM JP. \ � 1 I �� ,�3` I I 1 I & 1 I �� SCALE IN FEET OzAB�FJj/ T. SY?AN. �T Ac \, i i �I ; �, �, `, �� SCALE: 1• = 20' W 1 , , JIYL Jl!!L f" /AQ , I 1 , , 1 ' , 1 I I I 1 I I N 1 0. h CD 1' 1 1' '', li I i 1 W X 2 4.5 / 8 v ry 7 SAW 11/11/11 SHOW E](ISTING GATE ^^ 8 tl N W Co r BENCHMARK: '" o ' > crj► xo+5 8 ro ro ro T 23.7 BENCH AR % 6 JRE 10/13/11 ADD CHAIN LINK FENCE LOCATION 1 S SAW 8/23/11 POOL DRAW DOWN LEACH PR - ��, wF/A1 I _ `1 o EL-21.o2 DATE: 12/29/08 ti .�• EXHIBIT 4 SAW 6/13/11 REVISE PERGOLA `�6► 3 SAW 5/31/11 REVISE WORK LIMIT, ADD PERGOLA LINE BEARING DISTANCE �s• L1 N 14.39'22' E 14.00' �.p, / Na 1 2 SAW 9/14/10 REVISE POOL q� Rearing date• � /3 NO. BY DATE REMARKS r, L2 N 10.15134' E 15.95' ?3 j 1 SAW 2 1a 09 MOVE CABANA BY: MM N K W DRAWING NUMBER 0: 2008 2008-007 surve worksht 2008-007WPP2.dw 2008-007 S�,- 3